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Permit D13-054 - HOMESTEAD FOSTER POINT - LOT 3 - NEW SINGLE FAMILY RESIDENCE
HOMESTEAD AT FOSTER POINT - LOT 3 13302 56 AV S D13-054 Parcel No.: Address: City ofbII'ukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Inspection Request Line: 206-431-2451 Web site: http://www.TukwilaWA.gov COMBINATION PERMIT - NEW SINGLE FAMILY 2172000228 13302 56 AV S TUKW Project Name: HOMESTEAD AT FOSTER POINT, LOT 3 Permit Number: D13-054 Issue Date: 05/09/2013 Permit Expires On: 11/05/2013 Owner: Name: HIGH COUNTRY HOMES LLC Address: PO BOX 188 , PUYALLUP WA 98371 Contact Person: Name: GLENN ALMOND Address: 424 29 ST NE , PUYALLUP WA 98372 Email: GLENN.ALMOND@YAHOO.COM Contractor: Name: HIGH COUNTRY HOMES LLC Address: PO BOX 188 , PUYALLUP WA 98371 Contractor License No: HIGHCCH898DN Lender: Name: COLUMBIA BANK Address: 1301 A ST , TACOMA WA 98402 Phone: 253 405-3035 Phone: 253-840-5660 Expiration Date: 03/15/2015 DESCRIPTION OF WORK: CONSTRUCTION OF 2532 SF SFR WITH 391 SF ATTACHED GARAGE AND 94 SF INSTALLATION OF UNDERGROUND UTILITIES. PUBLIC WORKS ACTIVITIES INCLUDE: EROISION CONTROL, LAND ALTERING, SEWER, WATER METER, AND UNDERGROUNDING OF POWER. FOSTER POINT WATER & SANITARY SEWER CONNECTION CHARGE. TRANSPORTATION IMPACT FEE. COVERED PORCH AS WELL AS STORM DRAINAGE, SANITARY SIDE Value of Construction: $312,844.55 Type of Fire Protection: Type of Construction: Electrical Service Provided by: SEATTLE CITY LIGHT Fees Collected: $42,120.85 International Residential Code Edition: 2009 Occupancy per IBC: 22 ***continued on next page*** r l I AGA Dr•.nterl• AC._AO_7Al'i Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N Fire Loop Hydrant: N Number: 0 Size (Inches): 0 Flood Control Zone: N Hauling: N Start Time: End Time: Land Altering: Y Volumes: Cut 10 c.y. Fill 10 c.y. Landscape Irrigation: N Moving Oversize Load: N Start Time: End Time: Sanitary Side Sewer: Y Sewer Main Extension: N Private: Public: Storm Drainage: Y Street Use: N Profit: N Non -Profit: N Water Main Extension: N Private: Public: Water Meter: Y Permit Center Authorized Signature: I hereby certify that I have read and e governing this work will be complied Date: oslohll3 d this permit and know the same to be true and correct. All provisions of law and ordinances hether specified herein or not. The granting of this permit does not pres to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this development permit and agree to the conditions attached to this permit. Signature: �� 1\ / Date: 5-9" /3 Print Name: 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: 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. 6: 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. 7: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 8: All wood to remain in placed concrete shall be treated wood. doc: IBC-SF7/10 D13-054 Printed: 05-09-2013 9: Manufacturers installation instructions shit available on the job site at the time of inspeon. 10: 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. 11: 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. 12: 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. 13: 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. 14: 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. 15: 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). 16: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206-431-3670). 17: 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. 18: ***PLUMBING AND GAS PIPING*** 19: No changes shall be made to applicable plans and specifications unless prior approval is obtained from the Tukwila Building Division. 20: All permits, inspection records and applicable plans shall be maintained at the job and available to the plumbing inspector. 21: All plumbing and gas piping systems shall be installed in compliance with the Uniform Plumbing Code and the Fuel Gas Code. 22: No portion of any plumbing system or gas piping shall be concealed until inspected and approved. 23: 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. 24: 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. 25: 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. 26: 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. 27: 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. 28: 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. 29: 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. 30: The applicant agrees that he or she will hire a licensed plumber to perform the work outlined in this permit. J--. Inn ,r -71.n n4 AA Drinlnel• A._!10_9l l 31: All new plumbing fixtures installed in ne -- onstruction and all remodeling involving rep' ement of plumbing fixtures and fittings in all residential, hotel, motel, s , industrial, commercial use or other occup s that use significant quantities of water shall comply witWashington States Water Efficiency and Conse vation Standards in accordance with RCW 19.27.170 and the 2006 Uniform Plumbing Code Section 402 of Washington State Amendments. 32: ***PUBLIC WORKS DEPARTMENT CONDITIONS*** 33: 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. 34: PRIOR TO ISSUANCE OF THIS BUILDING PERMIT; OWNER/APPLICANT SHALL PROVIDE A COMPLETED TRAFFIC CONCURRENCY CERTIFICATE APPLICATION .AND PAY ($600.00 FOR 5 UNITS - Lots 2, 3, 4, 5, & 6) UNDER PUBLIC WORKS PERMIT NO. C 13-xxx. (UNLESS PREVIOUSLY PAID UNDER PERMIT FOR Lot 2, 4, 5, or 6). 35: 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. 36: Since the house must have a fire sprinlder 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. 37: The house fire sprinlder 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. 38: FOSTER POINT SANITARY SEWER CONNECTION CHARGE (ORDINANCE NO. 2177) APPLIES TO THIS PERMIT. 39: FOSTER POINT WATER CONNECTION CHARGE (ORDINANCE NO. 2177) APPLIES TO THIS PERMIT. 40: 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. 41: The City of Tukwila has an undergrounding ordinance requiring the power, telecommunications, and cable service lines be underground from the point of connection on the pole to the house. 42: Permit is valid between the weekday hours of 7:00 a.m. and 10:00 p.m. only. 43: Flagging, signing and coning shall be in accordance with MUTCD for Traffic Control. Contractor shall provide certified flagmen for traffic control. Sweep or otherwise clean streets to the satisfaction of Public Works (No flushing allowed). Notify City Inspector before 12:00 Noon on Friday preceding any weekend work. 44: Any material spilled onto any street shall be cleaned up immediately. 45: Temporary erosion control measures shall be implemented as the first order of business to prevent sedimentation off-site or into existing drainage facilities. 46: 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. 47: The Land Altering Permit Fee is based upon an estimated 10 cubic yards of cut and 10 cubic yards of fill. If the final quantity exceeds this amount, the developer shall be required to recalculate the final quantity and pay the difference in permit fee prior to the Final Inspection. 48: From October 1 through April 30, cover any slopes and stockpiles that are 3H:1 V 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. 49: 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 D13-054 Printed: 05-09-2013 50: ***FIRE DEPARTMENT CONDITIONS** 51: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 52: An approved automatic fire sprinlder extinguishing system is required for this project. (City Ordinance #2327) 53: All new sprinkler systems and all modifications to existing sprinkler systems shall have fire department review and approval of drawings prior to installation or modification. New sprinkler systems and all modifications to sprinkler systems involving more than 50 heads shall have the written approval of Factory Mutual or any fire protection engineer licensed by the State of Washington and approved by the Fire Marshal prior to submittal to the Tukwila Fire Prevention Bureau. No sprinlder work shall commence without approved drawings. (City Ordinance No. 2327). 54: Adequate ground ladder access to rescue windows shall be provided. Landscape a flat, 12' deep by 4' wide area below each required rescue window. 55: Maximum grade for all projects is 15%. 56: Fire apparatus access roads "Fire Lanes" shall be identified by painting the curb yellow and a four inch wide line and block letters 18 inches high, painted in the lane, at fifty foot intervals, stating, "FIRE LANE NO PARKING", color to be bright yellow, or by the posting of signs stating, "FIRE LANE NO PARKING", and painting the curb. Signs shall be posted on or immediately next to the curb line or on the building. Signs shall be twelve inches by eighteen inches and shall have letters and background of contrasting color, readily readable from at least a fifty foot distance. Signs shall be spaced not further than fifty feet apart nor shall they be more than four feet from the ground. (City Ordinance #2047)(THE FIRE ACCESS SHALL BE PAINTED AND STENCILED AS FIRE LANES.) 57: 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) 58: 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) 59: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2327 and #2328) 60: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 61: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575-4407. J--. lun c•C7l4 A 1111 ACA Drin+nrl• !1C /lQ ')l111 CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.TulcwilaWA.gov Combination Permit No. Project No.: Date Application Accepted: Date Application Expires: D\' -o4 (For office use only) COMBINATION PERMIT APPLICATION - NEW SINGLE FAMILY Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. **please print** SITE LOCATION Site Address: _ 330a King Co Assessor's TaxNo.: 22 S L1-1 PROPERTY OWNER Name: (..-4/e=-' ()77 /r/n/172-7 0.-v(,) Address: 7/ y / Name: hi //A A C0 us•✓%Zi i 1 P.r Phone Fax: [ L C . Address: g ACT, K/ L ._ City: / ft corn 4 as/tee:. �j1/,Pe.,/ City: 0 u /4 , //t11 f) 9 1p 3.7 CONTACT PERSON — person receiving all project communication Name: (..-4/e=-' ()77 /r/n/172-7 0.-v(,) Address: 7/ y City: �jJ `/ /tate: Zig• � iLNrr1 / U�� 1Q ��/.� Phone Fax: o� 3 -was/ -..3n3S r)3 d -$4y0 -3 _.S 0 Email: 9/e.✓") o q 0, -L.,616, yMhco e Coi✓t /4'2 1' GENERAL CONTRACTOR INFORMATION Company Na e: /' ;• �A, 012,..7%��. /4n1Ps L Lei. Address: City: Sty ; lU� ,,2_Phon c9 �,y� �� .� Fax: (DS3 -?//0 -3 3S-0 Contr Reg No.. Exp Date: ft/ G-NC(i// P %P/9it) /s --do a Tukwila Business License No.: g US 0993F 80 ARCHITECT OF RECORD Company Name: G/1 ,✓di+74 �.i/ Si 9 A) Architect Name: 1,,,,✓ 6 e r✓see-✓ Address: / P 0 a- .9 /n)f %� . i F / Y City: I tit . 0D Phone; 5 3 - n10-76908 Fax:eas7.3 St.2, - y.91/L Emai1:,------ -- ENGINEER OF RECORD Company Name: Se p E n.l,, , N e, e e ---s Engineer Name: Gr,eg i Address: 1 / 09,9.3 SC �,,9 .e/./ City. State: Z' th, Phone: Fax: 3/d)-—/(7)/ 7 ,3-$�&)-10lk, Email: j--- LENDER/BOND ISSUED (required for projects $5,000 or greater per RCW 19.27.095) Name: e.,6 4, r,� 61 a 8/0 ,,/K Address: /--�rj / ,T ,S77-. ._ City: / ft corn 4 as/tee:. PP,��f(k� H:\Applications\Forms-Applications On L ne\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): $ ,� 30 OW) Scope of work (please provide detailed information): Coco �no\-‘) o FR- / uNde�-��uco) uT2ITa e f DETAILED BUILDING INFORAMTION — PROJECT FLOOR AREAS PROPOSED SQUARE FOOTAGE Basement 1S1 floor /13/ 2nd floor Garage EVcarport 0 „ eck — covered 12/ -uncovered 0 ,r0 ecx 9 L Total square footage 3©/ 7s,c 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 hone. 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 $ S00 —1— furnace 1' furnace <100k btu thermostat emergency generator fuel type: ❑ electric gas appliance vent 7 ventilation fan connected to single duct —G" wood/gas stove /water heater (electric) / other mechanical equipment GA S F/p PLUMBING: Value of plumbing/gas piping work $ 7 bathtub (or bath/shower combo) dishwasher lavatory (bathroom sink) water heater (gas) bidet floor drain / sink lawn sprinkler system H:\Applications\Forms-Applications On Line \201I Applications\Combination Permit Application Revised 0-9-1 I.docx Revised: August 2011 bh / clothes washer �r shower water closet gas piping outlets Page 2 of 4 PUBLIC WORKS PERMIT INFORMATION — Scope of work (please provide detailed information): C)N sT t./ c -Por/ a SFR. i n/ S m I i I.s cte - r v GI r✓OI uT / i Tic r 1 Call before you Dig: 811 Please refer to Public Works Bulletin #1 for fees and estimate sheet. WiyFER DISTRICT E Tukwila ❑ ... Water District 11125 0 ...Letter of water availability provided 0 .. Highline Sit)/(ER DISTRICT �� Tukwila ❑...Valley View ❑ .. Renton ❑ ...Sewer use certificate 0... 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): 0 ...Civil Plans (Maximum Paper Size – 22" X 34") 0 ...Technical Information Report (Stone Drainage) 0 ...Bond 0 .. Insurance 0 .. Easement(s) ❑ .. Geotechnical Report 0... Hold Harmless – (SAO) ❑ .. Maintenance Agreement(s) ❑...Hold Harmless – (ROW) PROPOSED ACTIVITIES (MARK BOXES THAT APPLY): 0 ...Right -Of -Way Use - Potential disturbance 0 .. Construction/Excavation/Fill - Right -of -Way... 0 -or- Non Right -of -Way.. 0 ..Total Cut O ...Total Fill D O Cubic Yards Sanitary Side Sewer 0 ...Cap or Remove Utilities O ...Frontage Improvements ❑ ...Traffic Control Cubic Yards 0 .. Work In Flood Zone ❑ .. Storm Drainage ❑ .. Abandon Septic Tank ❑ .. Trench Excavation ❑ .. Curb Cut Undergrounding 0 .. Pavement Cut ❑ .. Backflow Prevention - Fire Protection 0 .. Looped Fire Line Irrigation Domestic Water O ...Permanent Water Meter Size 1 11 " WO # ❑ ...Residential Fire Meter Size " WO # ❑ ...Deduct Water Meter Size ❑ ...Temporary Water Meter Size " WO # ❑ ...Sewer Main Extension Public 0 - or - Private 0 ❑ ...Water Main Extension Public 0 - or - Private 0 FINANCE INFORMATION – THIS INFORMATION IS REQUIRED TO BE FILLED OUT WHEN REQUESTING WATER OR SEWER SERVICE Fire line size at property line —017;ater .sewer MONTHLY SERVICE BILLING TO: Name: Ali - Mailing % pp Mailing Address: i(�� 1 SIS number of public fire hydrant(s) 0 ...sewage treatment er LCC WATER METER REFUND/BILLING: Name: �i a� t CW.1/7 y " rn i r Mailing Address: too IJ Z / 89 LLC Day Telephone: fir] City r Day Telephone: y1/Lie City -S V At State FL/O- • State 9737/ Zip Zip / H:\Applications\Forms-Applications On Line \2011 Applications\Combination Permit Application Revised 8-9-1 I.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 1 AM AUTHORIZED TO APPLY FOR THIS PERMIT. PROPERTY OWNE t OR AU H4RIZED AG 000 Signature: Print Name: a/c/VA/ Ji / /h7 Q ✓2,7 Date: 02- /3- /-3 Day Telephone: c.53 - 6/0S---30.35- Mailing /QS ',3L3S Mailing Address: 120 • 4o, / " p (/ u yicl �/u �JJ� 9PS7/ / �Ey State Zip H:\Applications\Forms-Applications On Line \2011 Applications\Combination Permit Application Revised 8-9-11.docx Revised: August 2011 bh Page 4 of 4 411 BULLETIN A2 • TYPE C PERMIT FEE'ESTIMATE PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION PW may adjust estimated fees PRO NAMEp Fos' i VT aT 3�ERMIT # (C) l.' 3o Z - 5G'N' � s .) . If you do no prove a contractor bids or an engineer's estimate with your permit application, Public Works will review the cost estimates for reasonableness and may adjust estimates. 1. APPLICATION BASE FEE 2. Enter total construction cost for each improvement category: Mobilization Erosion prevention Water/Sewer/Surface Water Road/Parking/Access A. Total Improvements 3. Calculate improvement -based fees: B. 2.5% of first $100,000 of A. C. 2.0% of amount over $100,000, but less D. 1.5% of amount over $200,000 of A. 4. TOTAL PLAN REVIEW FEE (B+C+D) 5. Enter total excavation volume Enter total fill volume /0 /0 $250 (1) 500 1-1 s, O b V , 125 than $200,000 of A. cubic yards cubic yards $ I7.S (4) RECEIVED CITY OF TUKWILA Use the following table to estimate the grading plan review and permit fee. FEB 13 203 Use the greater of the excavation and fill volumes. PERMIT CENTE QUANTITY IN CUBIC YARDS RATE V Up to 50 CY V Free 51-100 r $23.50 101-1,000700 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 18' 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 APP ICATION (1+4+5) $ 21 The Plan Review and Approval fees cover TWO reviews: 1) the first review associated with the submission of the application/plan and 2) a follow-up review associated with a correction letter. Each additional review, which is attributable to the Applicant's action or inaction shall be charged 25% of the Total Plan Review Fee. Approved 09.25.02 Last Revised 01.01.13 1 BULLETIN A2 TYPE C PERMIT FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION PW may adjust estimated fees 6. Permit Issuance/Inspection Fee (B+C+D) $ 12.E ' (6) 7. Pavement Mitigation Fee $ (7) The pavement mitigation fee compensates the City for the reduced life span due to removal of roadway surfaces. The fee is based on the total square feet of impacted pavement per lane and on the condition of the existing pavement. Use the following table and Bulletin 1B to estimate the p Approx. Remaining Years Pavement Overlay and Repair Rate (per SF of lane width) 20-15 (100%) $10.00 15-10 (75%) $7.50 10-7 (50%) $5.00 7-5 (33%) $3.30 5-2 (25%) $2.50 2-1 (10%) $1.00 0-1 $0.00 8. GRADING Permit Review Fee Grading Permit Fees are calculated using the following table. Use the greater of the excavation and fill volumes from Item 5. QUANTITY IN CUBIC YARDS RATE .,/ 50 or less $23.50 51-100 $37.00 101 —1,000 $37.00 for lst 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 et 10,000 CY plus $66.00 for each additional 10,000 or fraction thereof 100,001 or more $919.00 for 1St 100,000 CY plus $36.50 for each additional 10,000 or fraction thereof. Approved 09.25.02 Last Revised 01.01.11 2 BULLETIN A2 TYPE C PERMIT FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION PW may adjust estimated fees 9. TOTAL OTHER PERMITS A. Water Meter — Deduct ($25) B. Flood Control Zone ($50) en C. Water Meter — Permanent* D. Water Meter — Water only* E. Water Meter — Temporary* * Refer to the Water Meter Fees in Bulletin A 1 4o 0 5 e_ ( CIA 501,6. Wkrc,R IhU-liew1GE e0 Total A through E $ 40410 tee- (9) i 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) $ 18 Do 0 F. Special Connection (TMC Title 14) $ G. Duwamish $ H. Transportation Mitigation $ / 291 2 -, I. Other Fees $ zei Total A through I $ 9-60 (10) 'rAAfel c- CwI&► c ( "rem" r Free tit•Jbeg. PW wwti-r— CIS DUE WHEN PERMIT IS ISSUED (6+7+8+9+10) $-6-6�- ESTIMATED TOTAL PERMIT ISSUANCE AND INSPECTION FEE This fee includes two inspection visits per required inspection. Additional inspections (visits) attributable to the Permittee's action or inaction shall be charged $60.00 per inspection. WATER METER FEE Permanent and Water Only Meters Size (inches) Installation Cascade Water Alliance RCFC 01.01.2011-12.31.2011 Total Fee N./ 0.75 $625 1 $6005 $6630 1 $1125 $15,012.50 $16,137.50 1.5 $2425 $30,025 $32,450 2 $2825 $48,040 $50,865 3 $4425 $96,080 $100,505 4 $7825 $150,125 $157,950 6 $12525 $300,250 $312,775 Approved 09.25.02 Last Revised 01.01.11 Temporary Meter 0.75" 2.5" $300 $1,500 3 • wqs City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Fax: 206-431-3665 Web site: http://www.TukwilaWA.gov RECEIPT • Parcel No.: 2172000228 Permit Number: D13-054 Address: 13302 56 AV S TUKW Status: ISSUED Suite No: Applied Date: 02/13/2013 Applicant: HOMESTEAD AT FOSTER POINT, LOT 3 Issue Date: 05/09/2013 Receipt No.: R13-01575 Initials: JEM User ID: 1165 Payment Amount: $39,690.90 Payment Date: 05/09/2013 04:14 PM Balance: $0.00 Payee: HIGH COUNTRY HOMES, LLC TRANSACTION LIST: Type Method Descriptio Amount Payment Check 8448 39,690.90 Authorization No. ACCOUNT ITEM LIST: Description Account Code Current Pmts BUILDING - RES CASCADE WATER ALLIANCE MECHANICAL - RES PLAN CHECK - WATER METER PLUMBING - RES PW LAND ALT PERMIT FEE PW PERMIT/INSPECTION FEE PW PLAN REVIEW SEWER - HOME/DEVELOP STATE BUILDING SURCHARGE TRAFFIC IMPACT FEES WATER - HOME/DEVELOP WATER CONNECTION WATER INSPECTION FEE WATER INSTALLATION (DEP) WATER TURN -ON FEE 000.322.100 640.237.500 000.322.102.00.00 000.345.830 000.322.103.00.00 000.342.400 000.342.400 000.345.830 402.379.002 640.237.114 104.345.840.00.00 401.379.002 401.379.002 401.342.400 401.245.100 401.343.405 3,229.15 6,005.00 189.00 10.00 252.00 23.50 125.00 44.00 18,000.00 4.50 1,297.22 9,896.53 60.00 15.00 490.00 50.00 Total: $39,690.90 Drinfnrl• lf.Jlo_9MZ C of Tukwila, 1 Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Fax: 206-431-3665 Web site: http://www. ci. tukwila. wa. us SET RECEIPT Copy Reprinted on 02-13-2013 at 11:18:55 02/13/2013 RECEIPT NO: R13-00802 Initials: JEM Payment Date: 02/13/2013 User ID: 1165 Total Payment: 9,666.17 Payee: HIGH COUNTRY HOMES, LLC SET ID: S000001928 SET NAME: HIGH COUNTRY SET TRANSACTIONS: Set Member Amount D13-053 2,376.32 D13-054 2,429.95 D13-055 2,429.95 D13-056 2,429.95 TOTAL: S�T41-9 :'9'S TRANSACTION LIST: Type Method Description Amount Payment Check 2033 9,666.17 TOTAL: 9,666.17 ACCOUNT ITEM LIST: Description Account Code Current Pmts PLAN CHECK - RES PW BASE APPLICATION FEE PW PLAN REVIEW 000.345.830 8,342.17 000.322.100 1,000.00 000.345.830 324.00 TOTAL: 9,666.17 Akts INSPECTION NO. INSPECTION RECORD Retain a copy with permit PERMIT CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 431-2451 Project: k ,t&e_s i Type nspection: , o tArA 20.16 r` -c Address: "t,, '! i3101.- ,g4 A� / Date Called: ID �-( 1f 0 6 f rn Special Instructions: a< < 3 Date Wanted: ( Wim;, 3 ( —13 p.m. Requester: Phone No: —4 os --30_3_r [-_-_}Approved per applicable codes. LJ Corrections required prior to approval. COMMENTS: (,<_6t /-;z! n-6 1 . F j r`� K• f A� 4 CD S /ok D U .l , Aleti ID �-( 1f 0 6 f rn lin 0 : S- r( k,�� DK- 60e__ D --,Ac ( 0 k cr cA ,i_iLs. I• d-.0:ek Oat,:��'>+� Inspe or: REINSPECTION FEE REQUITED. Prior to next inspection. fee must be paid at 6300 Southcenter Blv Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSP CTION 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 71'3--os4 Project/ HO oak e S're-Arit Type of Inspection: -:. We> Address-._ -(t, 1 5 0 'Z___ �C _ ST Date Called: Special Instructions: l� 4,3 /99 J Date Wanted: - .- l _r3 p.m. Requester: Pho�ne�o: 0 3 ° - -S- Approved per applicable codes. !__nJ Corrections required prior to approval. COMMENTS: 4-2 Inspector: 4±1 REINSPECTION FEE REOUI ED. Pflor to next inspection, fee must be paid at 6300 Southcenter Bl ti.. Suite 100. Call to schedule reinspection. Date: t 3 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION G. —6300 Southcenter Blvd., #100,•Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 431-2451 , 3- 0SI{.. Proje[ctt cCeq A." -e -k Type i n: �of�Inspec 4 MA `_ ^ S Address: 133 0 2— --,j Ste) AUL Date Called: Special Instructions: r ,I 3 m Date Wanted: t . _ Z—/. 3 .m. Requester: Phone �s.3 _zt 01-3 033 Approved per applicable codes. Corrections required prior to approval. • COMMENTS: J Insp ctor: A-4 I REINSPECTION FEE REQ RED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Dater / t ? INSP CTION NO. INSPECTION RECORD Retain a copy with permit PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 rz., (206) 431-3670 Permit Inspection Request Line (206) 431-2451 Project: f -A -o tV,Sr:e-NA Type of Inspection: Rai, pi Address: 'L 13302- 5 (o AVE. Date Called: Er -AA;' Date Wanted: a.m. -�-30—<3 (v Special Instructions: ,i << Requester: Phone 2_53 - T 05—303-5' Approved per applicable codes. Corrections required prior to approval. COMMENTS: 0 !-c- of"GAs- 2:41e7r" -0K- /A../ 04-4 6 . k 77 - L Acs rJ r & a In ector: n REINSPECTION FEE REQ IRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. St ite 100. Call to schedule reinspection. Date:... INSPECTION 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 Project Type -Inspection: ,. Address: YL Date Called: C-1Sem_ Special Instructions: (� `t Date Wanted: _ ( a.m. 1 Requester: u Phone N —40S---.°3-5 Corrections required prior to approval. COMMENTS: C-1Sem_ lllCIM.--.5 7 u D di ..r ..6 ..:.3:: x k �! - 1 . } A` 1 4 • 1 .••..... spector: �.J Date:. 7-4 1 n REINSPECTIOfd.TE REQ IRED. Prior to next. inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INS'ECTION NO. INSPECTION RECORD Retain a copy with permit 3-0 PERMIT NO. CITY OFTUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 XPi (206) 431-3670 Permit Inspection Request Line (206) 431-2451 Project:l. r' " _ Tyme of Inspection: 0 11 (i 4- ._.t_ -Ai r / it ,& . Date Called: Address: -r-- 13362_>(A-Vy Special Instructions: ((3 \( /� //j� / � / 1 IIS • � A .�T� Date Wanted: �� -� a.m. Requester: Phs.._›:.one4 Q, 3 o 3s � -� � orrections required prior to approval. COMMENTS: Am ,r - fess r7)e &+ F --- MJ rA Insoector: r REINSPECTION FEE REQUIRED. rior to next inspection. fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection: Date,- - 13Y INSPECTION RECORD Retain a copy with permit3) 13 _(Th' INSPECTION' NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 x(206) 431-3670 Permit Inspection Request Line (206) 431-2451 Project: roJkC Address: 13302- 51._:‘f—Au Special Instructions: if I ( Typeof Inspection: a cit - E A .fie -Can Date Called: pateWanted , �-4 l3 r � Requester: a.m. Approved per applicable codes. Phone No: _4 s -3v3S Corrections required prior to approval. COMMENTS: Insp to8 r: 64o4,/, REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. Date: INSPECTION RECORD Retain a copy with permit INSPECTION- NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 kz. (206) 431-3670 Permit Inspection Request Line (206) 431-2451 I{3-054 Project: s,'k Type of Inspection: fTrAitak A Addr s e,, 13..02. .56 Auk Special Instructions: /;� (t Date Called: Date Wanted: Requester: a.m. ep:) Phone No: .t 05 �.� 03, Approved per applicable codes. Corrections required prior to approval. COMMENTS: Date REINSPECTION FEE REQUIRED. Pr{or to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 12_(206) 431-367 Permit Inspection Request Line (206) 431-2451 INSPECTION RECORD Retain a copy with permit PERMIT NO. Proje 4�10t%:J.�,/j AP`J -5114-0,, Tyircf Insp iig j 1 Address 1 1302.- 56 -Avg- Date Called: Special Instructions: J3K Date Wanted: a.m. Requester: PhoAe _405 3035 Approved per applicable codes. /Corrections required prior to approval. COMMENTS: u ' 1 1 Inspector: Date: ` REINSPECTION FEE R QUIRE). Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. C INSPECTION RECORD Retain a copy with permit INSPECTION NO. - PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 - . (206) 431-367 Permit Inspection Request Line (206) 431-2451 3 -0,54 Project Tyne u Gc+-- 7-A/ P(0 h( Addres �, "'i ► 3 07 5(0 Date Called: Special Instructions: 3 Date Wanted: aa.m. Requester: -�"f Phone No: ElApproved per applicable codes. Corrections required prior to approval. COMMENTS: 1 Inspe tor: `�� � w Dat- 3 n REINSPECTION FEE REQUIRED. rior to next inspection. fee must be paid at 6300 Southcenter Blvd.. S ite 100. Call to schedule reinspection. INSPECTION RECORD _ _.,..co,.....ffi(A Retain a copy with permit P 1 3 'd sl INSPECT PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670! Permit Inspection Request Line (206) 431-2451 12* Project 4-0 �t�.s`t- Ty of Inspection: u % - -1_-_,Q 645 Address: --c_ 133 o Z stn acv¢ Date Called: Special Instructions: Date • a.m. Wanted"'"7 — 22 _, It q ester: PpEe3 _ 4 Os 3 35 Approved per applicable codes. EJ Corrections required prior to approval. COMMENTS: In pectoor: Date REINSPECTION FEE EQUIRED. Pri r to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 00. Call to schedule reinspection. _4,00 INSPECTION NO. INSPECTION RECORD Retain a copy with permi CITY OF TUKWILA BUILDING 6300 Southcenter Blvd., #100, Tukwila. WA 98188 Permit Inspection Request Line (206) 431-2451 PERMIT NO. DIVISION (206) 431-3670 Projea,r A-1)MA-, Type of Inspection: tiu71-1( St- e-4. r Address:' 133 Z 56 44U .. Date Called: Special Instructions: rr: l �\J Date Wanted: am LG - 2. ,C-- ' / p.m. Requester: Phone No: 25 3 - o.c -3 03c Approved per applicable codes. Corrections required prior to approval. h COMMENTS: t 1 Inspector: GiA A AA Date.^ ! -5 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 INSPECTIsN 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 fW3 .051 Project: -14,o MJ- �-f.A_ j Ty of In pect'on:. ! ,�/ s) v:e' - t} w "T "\ {� O (7_. g J`- S (-c-c .1 Addres : 1.33 ®- �(/)---- Auk. Date Called: 1 .�-it- ED .6 s � lit s ' •......._-( % e v AA; (e,>< - Special Instructions: It *7'"".....:.----;-..--'►- .. _ ; t� Date Wanted: �j- a.m. \pm. Requester: Phone No: /IL-6) Approved per applicable codes. (Corrections required prior to approval. COMMENTS: - O (7_. g J`- S (-c-c .1 , (1ice. > P'' tA\ E,� v` "."icA 5 c --v,__ Ail "� s '11.1°.1 1 .�-it- ED .6 s � lit s ' •......._-( % e v AA; (e,>< /��v -.7-e/ v' R D r ( l./ r `. .. l _ I 1 w J A` . . `r-".-. Co 4 A-6- r( SW A , LS t-, c f n SruA NY r_,i A-3 e, 6 41A 1 /IL-6) insdector: ate. REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSP C ION NO. PERMIT NO. Di3-os1 CITY OF TUKWILA BUILDING +,DIVISION CM 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 431-2451 Project: _.,_ Type of Inspection: Address: '-r- 1 3 3 0 2 5 6 `" ,VE --- Date Called: Special Instructions: . <<3 k / / Date Wanted:.// L " 3 ` I' 3 a�rr1,, p.m. Requester: Phone No: Corrections required prior to approval. _ Approved per applicable codes. COMMENTS: { A Inspector( Date () d r REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 431-2451 Proj ce, t:jt_ ft:e.A4 Type oIns (ien: / O%1\ s 'IS AddrIe ss:3 3 0 r (off r- Date Called: Special Instructions: Date Wanted.-- — 2, 3 j a m . Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: OW Ar -Sr Insp r Dat.—�� C REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila: WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 431-2451 .r 3 -03-1- Project: OS4 Project: Type of_In�spection: O ..........:• , d A, Address: 1 3 3 6 "2__. r Cv 1° Date Called: Special Instructions: (( �_� Date SWanted:. `-, Co - l3 a:ml• (p.m. Requester: Phone No: ElApproved per applicable codes. Corrections required prior to approval. COMMENTS: Lf‘iJ& _f cD,t Inspectpr': A ---CLA .i.P /I iii n REINSPECTION FEE REQIIIIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 1001 Call to schedule reinspection. -* INSPECTION 'NO. INSPECTION RECORD Retain a copy with permit PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-367 Permit Inspection Request Line (206) 431-2451 Project:(} 101iS ,� �C .4". Type f -Inspection: 6 ( , A� Address: ,„ 1..---A- 13oZ ..(40AC/e- Date Called: Special Instructions: `T— ((3 (I 1�� Date Wanted.. r , J i !.::a.40 Requester: Phone No: ZS 3 -4c)S- 303j ElApproved per applicable codes. El Corrections required prior to approval. +`L" • I COMMENTS: A A Inspectb�r: � _ moi". Date ' n REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Ltd S um 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 Project:, `w (411;,i e Type of Inspection `fig t. Address: Ivn. 61, !AY Date Called: 10M) ,',....--- Special Instructions: Date Wanted:. 81 I(a.mCn t Requester: A n j PhoneNo: AOC ‘0 ElCorrections required prior to approval. COMMENTS: - t()) C ka ri V 1- Ul cc.( C.Gr _-. T,h/A.(ea c.. -- Py In k„(e C-ittal!c© Inspector: vs Date: ,o tZ l 1 13 n REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. >SS 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(3-os�f Project: tiOrrie.S-heALt L * 3 Type of Inspection: sSS , Si) COQ,F«rtied( 40" dr'o. OK /-o bac/4//. Address: 13302 549 A -t/ 5 Date Called: I1 113 . Docd(1sfoLA - AA ei( -1 ofii dr0.(,�s Special Instructions: Date Wanted: 110113 O 1 ( I 3 Fri:. Requester: gob Phone No: EiApproved per applicable codes. El Corrections required prior to approval. COMMENTS: - 9" S o (& 3S S r of e Sete r i o s+a.((ece pe - Ci%/ (d-ctil dc.r-GIS. (»ccfer -f-es{ 4-r (:S 0'7:n COQ,F«rtied( 40" dr'o. OK /-o bac/4//. f s-loutiIfs recieved{ . FI/I‘I.(eP l(' - Oo u c.kr ✓vie cr i45i-a,((e of yd--. - :I-4;1 i - 4 --("vg Pik ios4-A.1,20, rer aPp` o v e.d . Docd(1sfoLA - AA ei( -1 ofii dr0.(,�s ptctAS �qy o i -(-. OK- +o be kRll. roa-i-cA ('/14--oP Inspector: 05 Date: ((Z f i3 nREINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 431-2451 Tb3-os'f �P oject: iaf�C�? 3 t� eI Type of Inspection: ''relSion TheAS11114 Address: �� a ,�ALo .s • Date Cafled: 511 i 13 Special -instructions: Specia ,/."'f f fri WI ►1 s Sala, Cat ) in 01 d -tba 1 6DXiPWI405 Date Want �©03 E 7 ( n / �mo,i N�e .- X35' Approved per applicable codes. Corrections required prior to approval. COMMENTS: TFCC f lace, Inspector: VS Date: s /01 13 n REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit 013 -may !3-s- /5Z. PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206-575-4407 Project: 1-19/nG- S / �/I 0 Sprinklers: Fire Alarm: Type of Inspection:/ .5�� 1 oI r iP ti rl 45... r / 7401 / r'' Address: Suite #: 1 330 2 S6 f�j 4, 5 C6ntact Person: Special Instructions: Phone No.: I I Approved per applicable codes. Corrections required prior to approval. COMMENTS: Ser K(Pt F✓/a / tc vy,11--e.." F-;„<_ e-ow?e, Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: i Inspector: US� Fmcif Date: /0X04 -3 Hrs.: , S"-- $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 6/11/10 T.F.D. Form F.P. 113 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit 01Z-®sy i 3-s- i1-2, PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206-575-4407 Project:Type Hoole,64-ea) Sprinklers: of Inspection: H re, d-Pcy.,0 guakel's t-- Address:Contact Suite #: 1. 9)02 c -Hi> "6 " -LA- ,3 Person: Special Indructions: Occupancy Type: Phone No.: ix] Approved per applicable codes. Corrections required prior to approval. COMMENTS: /.{ ,dr° - . ect5 ) OK oisied Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector:! rfig--ti Date: V eJ 3 Hrs.: .5-- $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. CaII to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 6/11/10 T.F.D. Form F.P. 113 Frrq 07;4 S 11 1) 17 0 . r. L EXTENSION ENERGY PROGIZ.A l . Permit #: 1 I13 '1)S- Duet 1J Duct Leakage Affidavit House address or lot number l'U�, City: KW11-4 Cond. Floor Area (ft2): Z 532 L- z, Zip: Source (circle one): Plans 0 Duct tightness testing Is not required for this residence per exceptions listed at the end of this document CITY OF TUK D W►LA JUL 3 1 2013 PERMIT CENTER Estimated Measured Air Handler In conditioned space? 0 yes L to Air Handler p Circle Test Method: Leakage to Outside Maximum duct leakage: Post Construction, total duct leakage: (floor area x .08) = CFM@25 Pa Post Construction, leakage to outdoors: (floor area x .06) = CFM@25 Pa Rough-ln, total duct leakage with air handler installed: (floor area x .06) = -. ".% CFM@25 Pa Rough4n, total duct leakage with air handier not installed: (floor area x .04) = CFM@25 Pa Test Result: 4 `J CFM@25Pa Ring (circle one if applicable): /� Open Duct Tester Location: 12—/A • 1 2 Pressure Tap Location: f-` I certify that these duct leakage rates are accurate and determined using standard duct te'sting protocol. Company Name: 4ou Iva 6-kec'r=-rte Technician Sign Technician: ANJ4L/ I -4c 1 Date: •I - Phone Number. 2‘1, ^ nE 33�� 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 with Section M1601.3 of the international Residential Code or 603.9 of the international Mechanical Code. Duct tightness testing shall be conducted to verify that the ducts are sealed. A signed affidavit documenting the test results shalt be provided to the jurisdiction having authority by the testing agent. When required by the building official, the test shall be conducted In the presence of department staff. Exceptions: 1. Duct tightness teat Is not required lithe air handler and all ducts are located within conditioned space. 2. Duct testing is not required if the furnace is a nondlrect vent type combustion appliance Installed In an unconditioned space. A maximum of six feet of connected ductwork in the unconditioned space Is allowed. All additional supply and return ducts shall be within the conditioned space. Ducts outside the conditioned space shall be sealed with a mastic type duct sealant and insulated on the exterior with R-8 insulation for above grade ducts. and R-5 water resistant insulation when within a slab or earth. 10/3/2013 Attention: Dave Stuckle — City of Tukwila Subject: Meter Sizing Verification: Permit Number D13-054 Project Name: Foster Point at Tukwila — Lot 3 This letter is to certify that the Sprinkler Project for the property identified above is a flow through sprinkler system. The Sprinkler Design and Hydraulic Calculations indicated that a %" Meter is sufficient for the 13D Residential Fire Sprinkler demand. Sincerely, Stephanie Fahey A-PEX Design Services, Inc * Phone: 425-4939680* Sales@A-PEXdesignservices.com VICINITY MAP Dorasrour GB SUMP MVSOLIO LID 6• BURY 4' RIbID OR 6' rLCXIBLC PRCT'ORATCD PIPE NTS I matirmilYitop, GRAMALSrAGL'OUTLET — DRAIN PIPE CRAWSPACE DRAINAGE DETAIL NTS NOTES: LOT 3 15 A FLAT LOT. MAIN FINISH FLOOR AT 1.5'. REVIEWED FOR CODE COMPLIANCE CE APPROVED MAR 13 2013 a City of Tukwila BUILDING DIVISION These plans have been reviewed by the Public Works Department for conformance with current City standards. Acceptance is subject to errors and omissions which do not authorize violations of adopted standards or ordinances. The responsibility for the adequacy of the design rests totally with the designer. Additions, deletions or revisions to these drawings after this date will void this acceptance and will require a resubmittal of revised drawings for subsequent approval. Final acceptance is subject to field inspection by the Public Works utilities inspector. Date: By: a 2- it t! Okihi (Ste. INTERIOR GRADE OF CRAUJL SPACE SHALL 8E SLOPED TO DRAIN AND INSURE THE REMOVAL OF WATER ct. CRAWL SPACE DISCHARGE PIT >m RECEIVED CITY OF TUKWILA MAR 1 1 2013 PERMIT CENTER THE HOMESTEADS AT FOSTER POINT Cf)RRE�TION LTR# SCALE 1:20 LOT 3 COVERAGE CALC. LOT AREA■ PROPOSED STRUCTURE ■ LOT COVERAGE■ PLAN L2M-2532 D13 -05y 6,500 SF 1,880 SF 289% �dk3 Prescriptive Energy Code Compliance for Single Family and Duplex Housing: Zone 1 "led:information Contact Information Plan L2M-2532 Elevation A This set of forms has been developed to assist permit applicants documenting compliance with the Washington State Energy Code, (2009 edition). This set is for structures built under the IRC and located in Climate Zone 1. The following forms provide much of the required documentation for plan review. The details noted here must also be shown on the drawings (WSEC 104.2). This form is not a substitute for the energy code itself. To obtain a copy of the energy code, "'� 'LE COQ go to the following web address. http://www.energy.wsu.edu/code Option Glazing io Area: % of Floor Glazing U -Factor Door 9 U -Factor Ceilingz Vaulted 3 Ceiling rz Wa Above Grade a Wall int Below Grade a Wall ext_ Below Grade — . Floors _,.Slab 6 on Grade Vertical Overhead" 0 I 13% 0.34 0.50 0.20 R-49 or R-38 Adv. R-38 R-21 Int.7 R-21 TB R-10 R-30 R-10 2, ® II 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 R-10 2, 0 III Unlimited 0.30 0.50 0.20 R-49 or R-38 Adv. R-38 R-21 Int 7 R-21 TB R-10 R-30 R-10 2 See WSEC table 6-1 for footnotes — Glazing Schedule Attached to Document Does not apply. (SEE INSTRUCTIONS) Using Prescriptive Option III. All glazing and doors meet maximum U -factor. Alternate heating size method submitted. ▪ Option I or II, Glazing to floor area limit (WSEC 602.7.2) ❑ Area weighted window, skylight or door U -factor (WSEC 602.7.2) ❑ As part of the heating system sizing calculation (IRC M1401.3 & WSEC 503.2.2) Radiant slab: ❑ R-10 foam insulation, continuous with thermal break (WSEC 502.1.4.9) Chapter 9 Options Total of 1 Credit Required Opt. Opt. Description 1a High Efficiency HVAC Equipment 1 1 b High Efficiency HVAC Equipment 2 1c High Efficiency HVAC Equipment 3 2 High Efficiency HVAC Distribution System 3a Efficient Building Envelope 1 3b Efficient Building Envelope 2 3c Super -Efficient Building Envelope 3 4a Air Leakage Control and Efficient Ventilation 4b Additional Air Leakage Control and Efficient Ventilation 5a Efficient Water Heating 5b High Effieciency Water Heating 6 Small Dwelling Unit 7 Large Dwelling Unit 8 Renewable Electric Energy Total Credits WSEC Prescriptive Worksheet (2010 edition) Zone 1 REVIEWED FOR CODE COMPLIANCE APPROVED MAR 13 2013 --Qty of Tukwila BUILDING DIVISION 1.0 RECEIVED ❑ CITY OF TUKWILA ❑ FEB 1 3 2013 ❑ PERMIT CENTER ❑ *1200 kwh 1.00 rog E P10-010 Copyright 2010 Glazing Schedule -project Information Plan L2M-2532 Elevation A Conditioned Floor Area Sum of All Glazing Areas From Below Glazing to Floor Area Ratio Exterior Doors Plan ID Component Description Contact Information 2532 440 17.38% Sum of UA for Heating System Sizing 602.7.2 Exception Ratio (not to exceed 1%) 139.0 Door Percent Width Height Glazing Door Door Ref. U -factor Glazed Qt. Feet Inch Feet Inch 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 30.0 0.200 12.0 1 3 0.320 6 8 3 20.0 4.0 dining room Fire Door (exempt door) 0.320 0.540 dining room 1 2 8 6 8 0.320 17.8 9.6 2 0.320 6 upper entry 1 0.320 32.0 upper entry 6 0.320 2 upper entry 2 0.320 2 bedroom 4 0.320 bedroom 4 clos. 4 0.320 4 utility 1 0.320 One Exempt Swinging Door < 24 Square Feet 6 0.320 2 master bedroom 2 0.320 1 master bedroom 0.320 Sum of Glazing Area, Door Area, and UA (do not include exempt door) Area Weighted U = UA/Area Sum of Area and UA for Heating system size only (include exempt door) Vertical Glazing (Windows, Glazed doors using Exception 602.6 #1) Plan Component Glazing ID Description Ref. U -factor WSEC Prescriptive Worksheet (2010 Edition) Width Height Qt. Feet Inch Feet inch 37.8 13.6 0.36 37.8 13.6 1 powder room 30.0 0.320 12.0 guest room 6 0.320 5 dining room 3 0.320 32.5 dining room 12.0 0.320 6 dining room 6 0.320 1 great room 8.0 0.320 6 great room 2 0.320 6 upper entry 1 0.320 32.0 upper entry 6 0.320 2 upper entry 2 0.320 2 bedroom 4 0.320 bedroom 4 clos. 4 0.320 4 utility 1 0.320 bedroom 3 6 0.320 2 master bedroom 2 0.320 1 master bedroom 0.320 master bath 5 0.320 4 bedroom 2 2 0.320 upper hall 0.320 6 kitchen 4 2 4 4 WSEC Prescriptive Worksheet (2010 Edition) Width Height Qt. Feet Inch Feet inch 37.8 13.6 0.36 37.8 13.6 1 2 30.0 5 12.0 1 6 12.48 5 10.40 3 2 32.5 2 12.0 1 6 5.12 6 6 1 5 8.0 6 6 2 2 6.40 6 6 1 5 32.0 6 6 3 2 3.20 2 2 2 4 1 4 4 1 6 4 6 2 2 2 1 3 3 1 5 4 2 2 4 1 6 4 2 4 4 1 5 4 1 2 5 1 6 8 Sum of Area and UA Area Weighted U = UA/Area Glazing Area UA 10.0 3.20 30.0 9.60 12.0 3.84 39.0 12.48 32.5 10.40 26.0 8.32 32.5 10.40 12.0 3.84 16.0 5.12 16.0 5.12 27.0 8.64 8.0 2.56 9.0 2.88 20.0 6.40 16.0 5.12 24.0 7.68 32.0 10.24 20.0 6.40 10.0 3.20 48.0 440.0 125.44 0.29 WSUEEP10-010 Copyright 2010 Overhead Glazing 'Ian 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 j'rpject laformation Plan L2M-2532 Elevation A ............... . Indoor Design Temperature Outdoor Design Temperature Design Temperature Difference (AT) AT = Indoor - Outdoor Design Temp Conditioned Floor Area Conditioned Volume Glazing Copy Sum of UA from Glazing Schedule Attic U -Factor X R-49 0.027 R-38 Advanced 0.026 Single Rafter or Joist Vaulted Ceilings U -Factor X Area 0.027 R-38 Vented 70 19 51 2532 22,264 139 Area 1609 Above Grade Walls R-21 Floors U -Factor X Area 0.056 R-30 2465 U -Factor X Area 0.029 Below Grade Walls. 2' Depth Walls 3.5' Depth Walls 7' Depth Walls f Slab Below Grade 2' Depth 3.5' Depth 7' Depth U -Factor X 0.042 0.041 0.037 1407 Area F -Factor X Length 0.59 0.64 0.57 Slab on Grade R-10 2' perimeter R-10 Full - Heated Sum of UA Envelope Heat Load Sum of UA X AT F -Factor X Length 0.54 0.55 Air Leakage Heat Load ((Volume X 0.6) X AT) X .018)) Building Design Heat Load Air Leakage + Envelope Heat Loss Building and Duct Heat Load 1.15 Contact Information UA 43.4 = UA UA 138.0 UA 40.8 UA UA UA 361 18428 12263 30691 35294 If ducts are located in unconditioned space: Sum of Building Heat Loss X 1.15 If ducts are located in conditioned space: Sum of Building Heat Loss X 1 Maximum Heat Equipment Output Building and Duct Heat Loss X 1.50 WSEC Prescriptive Worksheet (2010 Edition) 150% 52941 Btu / Hour Btu / Hour Btu / Hour Btu / Hour Btu / Hour WSUEEP10-010 Copyright 2010 PXLE COP STRUCTURAL CALCULATIONS FOR THE iiiGGH COUNTRY HOMES RESIDENTIAL PROJECT Plan L2-2532 November 26, 2012 Job No.: 09-059 Location: Lot 3, The Homesteads @ Foster Point Tukwila, Washington Copyright 2012, SEGA Engineers REVIEWED FOR CODE COMPLIANCE APPROVED MAR 1 3 2013 City of Tukwila BUILDING DIVISION SEGA Engineers/ /Structural & Civil Consulting Engineers RECEIVED 22939 SE 292 PL (360) 886-1017 CITY OF TUKWILA Black Diamond, WA 98010 FEB 13 2013 OS 4 PERMIT CENTFQ STATEMENT OF WORK SEGA Engineers was asked to provide a lateral loads analysis, shear wall design, review of major framing members and foundation, and drawing red -lines for a two story wood framed single family residence. The roof framing is manufactured trusses, the floor framing is 2x dimensional or open -web trusses, and the foundation is typical concrete strip footings with a crawl space. The application and use of these calculations is limited to a single site referenced on the cover sheet. The cover sheet should have an original signature in blue ink over the seal. The attached calculations may or may not apply to other sites and the contractor assumes all responsibility and liability for sites not expressly reviewed and approved. Please contact SEGA Engineers for use at other sites. SEGA Engineers will use that degree of care and skill ordinarily exercised under similar circumstances by members of the engineering profession in this local. No other warranty, either expressed or implied is made in connection with our rending of professional services. For any dispute, claim, or action arising out of this design, SEGA Engineers shall have liability limited to the amount of the total fee received by SEGA Engineers. Questions regarding the attached should be addressed to SEGA Engineers. Greg Thesenvitz, PE/SE SEGA Engineers SEGA Engineers/ / Structural & Civil Consulting Engineers 22939 SE 292nd PL (360) 886-1017 Black Diamond, WA 98010 Project L2-2532 Job No. 09-059 By: GAT Checked Date: 06/04/12 Sht i Design Criteria International Building Code (IBC), 2009 LOADS Roof DL 15 psf LL 25 psf Floor DL 10 psf LL 40 psf Wind Design Wind Speed 85 mph KZt 1.00 Exposure B Importance Factor 1.00 Seismic Design Category D SDS 1.00 Response Factor 6.5 Cs = 0.154 Importance Factor 1.00 Soil Allowable Bearing 1,500 psf Copyright 2012, SEGA Engineers SEGA Engineers/ / Structural & Civil Consulting Engineers 22939 SE 292nd PL (360) 886-1017 Black Diamond, WA 98010 Project L2-2532 Job No. 09-059 By: GAT Checked Date: 06/04/12 Sht 1 LOADS ROOF DL LL FLOOR 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 Snow, Pf Reduction, Cs 5/12 pitch = 23 deg 25 psf (115% Load Duration) 0.00 (Cf = 1.1, other surfaces) Total Roof Load 39.2 psf DL Flooring 0.5 psf 3/4" Plywood 2.3 Floor Truss @ 24" oc 3.3 5/8" GWB 2.8 Misc. 1.5 10.4 psf LL Residential Total Floor Load 40 psf 50.4 psf DECKS. DL 2 x Decking 4.3 psf 2x10@16"oc 2.8 Misc 1.5 8.6 LL WALLS Residential 40 psf Total Deck Load 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 • Fax (360) 886-1016 RA-evi iiv tf - t4ppE-rte > i e 671,€,2. 7)7V7)A, PROJECT L.Z.'—Z 3. 1- a 41(/ Z S 3Z / a Zc JOB NO. ©O; -0$ 9 FIGURED BY ( 4r CHECKED BY DATE ' 2 SHEET Z. OF W= C 4_)(-5v?1C) (4)`4d1 `1J 3(00P(r‘ M = (/m)(i)t V ' /6 0,3s n/h) _ ►L ui3si'M ) 2.c)( 113%14/Fr)( it-'11°Fr ar- CDCs -v = G o F' r! Cor b7C/0 -`• = z1,4r16. v � 16 Co'(p jJ ` 5 r 3lo 14 -o 4 L0,1011/P0( ) 3 ` l)LIS-Jo2kiaT /L 461," 31pZZ03ik,r2 oe— pi-Qce, Goa GAZA -4E__ lq / Ff c,>14 l / st = Sod'u` (b, S3r/P) ( ice)? = Z r_ ti (o, 3wim) S �L 5i cis co,s ")(j )3 = )JL3 .r4 re .• Copyright 2009, SEGA Engineers 3 %zx/SLzLi3 As-- ac ae 514113, f-- SEGA Engineers / Structural & Civil Consulting Engineers 22939 SE 292nd Place • Black Diamond, Washington 98010 (360) 886-1017 • Fax (360) 886-1016 CHECKED BY PROJECT LZ-' z/- ' / Z 3z/- Zbzci JOB NO. O --osci FIGURED BY DATE G/�¢fiZ SHEET 3 OF . ►?/NL~p pert_ Foot ccoOP'� F L- G-IltiuWE2 Q G -bE -(r i ' w ,s0? ' so et-L- w t3'� ire" T..z (4>.( ('z)(P)-<b()(zv\-1-( )Wcfnc j I� (11,.c`r) --C c')(o-S3)C_z)` Co�`�"�/is= 1u s%zxis U‘12 Ir" �1, S" ` 1014 ©lc E/5- = o111S(n-S3)C � I') U,1�3( J�St')Cl�)�'= 3)73% cJo3k�,,,t I/ 7�4D --b-c(40 ?Si -)s 1'.ips.L4#opi) ttoo (ioCom)` 44$or+ 1= (61)(i")- CO'T1 �,zsr���L �_ gK„rr �� 2w - o4s(4). )( /t,') = ¢Lo -wv'te..' Copyright 2009, SEGA Engineers 3 AI ett uta 3/4.4Z GOA- SEGA Engineers PROJECT LZ-Zd 3zAk-ig /- zS3Z/-Z 6Z7 / Structural & Civil Consulting Engineers 22939 SE 292nd Place • Black Diamond, Washington 98010 (360) 886-1017 • Fax (360) 886-1016 CHECKED BY DATE Po_ SHEET 4 OF JOB NO. Oq --4051 FIGURED BY 6 AT {�}h+�►/10 LT— Cif et_ et w' c' i.) t .C. p # j o CP` 4 _ 4.0 (.4) .sy) ( `_.1s& fri -1 (413)( 1.1) - (4,-f )to Ir1)(`' ..._ ..1`rr .ukAg,r EX - tOL p bx C. &434 r �-•+�) ( Lt -Z'11' NtV) = Zi-11'�SF\ nj ,, 8 J - ( o. S�b9) 0, kt r/P0 C $, l3 z4` _ Rr...L _ �ln� ... (ELv, r3) rcF G' 3 44.1-6t 6c.-6 4 d�c r =C(41.0L4-0(0)C4)(4: (L)(4�/Jt>(`Lj( )] = 3,/617-P M = (zv) (tki)- C4-5) (o,PiP►) (=,) = Sr /P Copyright 2011, SEGA Engineers 1/,.////, SEGA Engineers/ Structural & Civil Consulting Engineers 22939 SE 292nd PL (360) 886-1017 Black Diamond, WA 98010 Project L2-2532 Job No. 09-059 By: GAT Checked Date: 06/04/12 Sht. LATERAL LOADS - SEISMIC Maximum Base Shear, V = F SDS W R where, F = 1.1 Two -Story Building SDs = 1.00 Ss = 1.5 Fa = 1.00 R = 6.5 Table 12.14-1 W = Seismic Weight For W: Wroof = Wfloor - - Eq. 12.14-11 (Table 11.4-1, Ss> 1.25) (30ft) (52ft) (16psf)+ (2) (30ft+ 52ft) (4.Oft) (9.5psf) = 31 kips (30ft) (52ft) (14psf)+ (2) (30ft+ 52ft) (8.5ft) (9.5psf) = 35 kips Design Base Shear , V = ( .169) (66 kip) = 11.2 kip E= 11.2 kip = 8.0 kip 1.4 W total = 66 kips WIND Design Wind Pressure, ps = X Ke Ir„ ps3o Eq. 6-1, Sect. 6.4.2.1 where, = 1.00 = 1.00 = 1.00 = 1.00 0-15ft 20 ft 25 ft 30 ft Exposure B Figure 6-2 Kn= 1.00 IW= 1.00 P30 = 10.4 psf 85 mph Po -15 = ( 1.00) ( 1.00) (10.4 psf) ( 1.00) = 10.40 psf P20 = ( 1.00) ( 1.00) (10.4 psf) ( 1.00) = 10.40 psf P25 = ( 1.00) ( 1.00) (10.4 psf) ( 1.00) = 10.40 psf Pso = ( 1.00) ( 1.00) (10.4 psf) ( 1.00) = 10.40 psf Design Base Shear: (Wind) Therefore, Vf/b = (30ft) (10ft) (10.4psf) + (30ft) (5ft) (10.4psf) (30ft) (5ft) (10.4psf) + (30ft) (5ft) (10.4psf) Section 6.5.7 Section 6.5.5 Figure 6-2 = 7.8 kips Vs/s (57ft) (10ft) (10.4psf) + (55ft) (5ft) (10.4psf) + (40ft) (5ft) (10.4psf) + (16ft) (5ft) (10.4psf) 11.7 kips Seismic Loads Govern for Lateral Design - Front/Back Wind Loads Govern for Lateral Design - Side/Side Copyright 2012, SEGA Engineers SEGA Engineers / Project L2-2532 Structural & Civil Consulting Engineers 22939 SE 292nd PL (360) 886-1017 Black Diamond, WA 98010 Job No. 09-059 By: GAT Checked Date: 06/04/12 Sht. Cp LATERAL LOADS - (cont'd) Distribute Seismic Loads Over Height Maximum Base Shear, V = 8.0 k FX = w,, V (Eq. 12.14-12) w Froot = ( 31.2) (8.0 k) = 3.8 kip ( 66.3) Feoor = ( 35.1) (8.0 k) = 4.2 kip ( 66.3 ) Fx = 8.0 kip Copyright 2011, SEGA Engineers SEGA Engineers / Structural & Civil Consulting Engineers 22939 SE 292nd Place • Black Diamond, Washington 98010 PROJECT JOB NO. 01- 0.s-67 FIGURED BY Cj 4 (360) 886-1017 • Fax (360) 886-1016 CHECKED BY S1lE \441-t— esiG/ siE w LL �= f/2'-3,S't // 1c 7 ft2 %Zdat.• ..100D/ - \i# -L. 112- �= Iz.f+4-s'+N,s'frz.' - 3-1,S>^ jigooN q= vF. 4,00041 - /ADP" - . AD P"- ...._°�_ 3.7Y•k7 /Sl tLcR ori)wd::. r- 4,000 : �s Copyright 2009, SEGA Engineers DATE47.-- SHEET --/OF 371.- c 7►"c r • X - X ><, 7 SEGA Engineers PROJECT. Lz-2'32 / Structural & Civil Consulting Engineers 22939 SE 292nd Place • Black Diamond, Washington 98010 JOB NO. O FIGURED BY G 4r (360) 886-1017 • Fax (360) 886-1016 CHECKED BY DATE /104.7,SHEET 8' OF S H z W u- l U ry C to.&T.� WpI4Ack 113 (IVA(S1)(14 Pnt (4-4.)(siviorc)±.(q.cs,ko,ory-_-• Z,..D r= 21041 _ f .JLi-� VP" 7:7'411+ C—Lam')(/0')1to?JP): 3,'3zS"t t 3 31 =to r = 3,3 - ,i, = SSEPLF D _Som -R \i/+1LN )<<d)00'¢P'l-Z,oz ozi6 = 6-740 PLIL r5 t> 1g'Z' sn,n6e1 V = ( 1(e'),o 1 i 1- (5`)(A eP1 t.,) &') (x'li D9 tP4 A-4-21L'a Copyright 2009, SEGA Engineers iC-L C- t/, ly , SEGA Engineers / Structural & Civil Consulting Engineers 22939 SE 292nd Place Black Diamond, Washington 98010 (360) 886-1017 -SNf.. -z V -14m_ 41/ IAA) PROJECT L2 - Z.S3z JOB NO. 09_0Sol FIGURED BY y 4.1 CHECKED BY DATE W�h Z SHEET' OF r S,S3g / S'" & 1r`'" P°Pc 1,040R 41- 4i'i Copyright 2012. SEGA Engineers fin, Sr38 .. n30$ /sT1.l r �I k SEGA Engineers/ /Structural & Civil Consulting Engineers PROJECT L2M-2532 22939 SE 292nd Place • Black Diamond. Washington 98010 JOB NO. (360) 886-1017 • FAX 886-1016 SHEAR WALL KEY PLAN 0 LRAM I CR • BIL) 09-059 FIGURED BY GAT CHECKED BY DATE 11/26/12 SHEET 9 OF J L&TA)P ICA • NU. TO 3x ELMO& TO Dx BLOCKF Ca Mr.2 PLACES) / MM. 2 PLACES) MAIN FLOOR A • 1)31 80 FT A•3918CJFT . OF 3) TTP OF 2) SHEAR WALL SCHEDULE Mark Minimum Sheathing (1) Sheathing Nailing (1) Anchor Bolts (2) Remarks (4) i>. 1/2 OSB or CDX 8d @ 6" O.C. 5/8" @ 60" o.c. QaII = 230 plf I1/2 \ OSB or CDX 8d @ 4" o.c. 5/8' @ 32" O.C. Qaii = 350 plf C� 1/2' OSB 8d @ 3" O.C. 518' @ 16" O.C. Qali = 450 plf J or CDX Use minimum 3x studs at abutting panel edges and stagger edge nailing. C> 1/2 OSB or CDX 8d @ 2" o.c. 3/4' @ 16" O.C. Qauu = 600 plf Use minimum 3z studs at all panel edges and stagger edge nailing. I> See Detail 12/S2.0 for Construction Notes: 1) All walls designated "> " are shear walls. Exterior walls shall be sheathed with rated sheathing (24/0, OSB or CDX) and nailed at all panel edges (Blocked) per schedule (uno). Nailing at intermediate framing to be at 12" oc. Nailing not called out shall be per IBC Table 2304.9.1. 2) Use minimum of (2) bolts per sill piece with one bolt located not more than 12" nor less than 5" from each end of each piece. Embed bolts a minimum of 7" into concrete. Use minimum 3" x 3" x'/4' galvanized plate washer for each anchor bolt. 3) Holdowns and other framing hardware by Simpson or equal to be used per plan. Ends of shear walls shall use double studs minimum (UNO). 4) Allowable loads are permitted to be increased by 40% for wind design in accordance with IBC Section 2306.3. �VJILAI.I, p _ City of Tukwila Jim Haggerton, Mayor • Department of Community Development Jack Pace, Director 390a March 4, 2013 Glenn Almond PO Box 188 Puyallup, WA 98372 RE: Correction Letter #1 Development Permit Application Number D13-054 Homestead at Foster Point - Lot 3 —13302 56 Av S Dear Mr. Almond, This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the Building Department. At this time the Fire, Planning, and Public Works Departments have no comments. Building Department: Allen Johannessen at 206 433-7163 if you have questions regarding the attached comments. Please address the attached comments in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that four (4) sets of revised plans, specifications and/or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections/revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, I can be reached at (206) 431-3670. Sincerely, `R:)Ac Bill Rambo Permit Technician File No. D13-054 W:IPermit CenterlCorrection Letters120131D13-054 Correction Letter #1.docx 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 Tukwila Building Division Allen Johannessen, Plan Examiner Building Division Review Memo Date: February 15, 2013 Project Name: Homestead at Foster Point, Lot 3 Permit #: D13-054 Plan Review: Allen Johannessen, Plans Examiner The Building Division conducted a plan review on the subject permit application. Please address the following comments in an itemized format with revised plans, specifications and/or other applicable documentation. (GENERAL NOTE) PLAN SUBMITTALS: (Min. size 11x17 to maximum size of 24x36; all sheets shall be the same size. New revised plan sheets shall be the same size sheets as those previously submitted.) (If applicable) Structural Drawings and structural calculations sheets by a registered engineer shall have a current signed stamp -seal. Architectural design sheets and documents by a registered architect shall also have a current signed stamp -seal. 1. The layout of the house on the site plan does not match the house plans. Provide clarification to show house plan consistent with the site plan layout by either indicating the house shall be reversed or a site plan showing the house placed to match the plans. 2. Show the specific location of the crawlspace drainage discharge pit on the site plan. 3. Sheet 5 shows two details for firewalls which are inconsistent with the typical prescriptive methods of residential construction for this area and are not consistent with engineered details. Provide clarification for those details or "X" out the specific details not used to prevent confusion for plan review and field inspections. 4. On sheet 1 elevation views, show the sides as North, East, South and West. 5. On sheet 4 provide dimensions for roof overhangs. Should there be questions concerning the above requirements, contact the Building Division at 206-431-3670. No further comments at this time. �� COQ a -t GO A} 3'ril5 i a. Y PLAN REVIEW/ROUTING SLIP ACTIVITY NUMBER: D13-054 DATE: 03-11-13 PROJECT NAME: HOMESTEAD AT FOSTER POINT - LOT 3 SITE ADDRESS: 13302 56 AV S Original Plan Submittal Response to Incomplete Letter # X Response to Correction Letter # 1 Revision # After Permit Issued DEPARTMENTS: �v '). i (7 ` 12, ul ing Division Public Works n Fire Prevention Structural Planning Division ❑ Permit Coordinator a DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Incomplete DUE DATE: 03-12-13 Not Applicable Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg 0 Fire 0 Ping 0 PW 0 Staff Initials: TUES/THURS ROUTING: Please Route IK Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved ❑ Approved with Conditions Notation: REVIEWER'S INITIALS: DUE DATE: 04-09-13 Not Approved (attach comments) ❑ DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg 0 Fire 0 Ping 0 PW 0 Staff Initials: Documents/routing slip.doc 2-28-02 °PERMIT CORD COP PLAN REVIEW/ROUTING SLIP ACTIVITY NUMBER: D13-054 DATE: 02/13/13 PROJECT NAME: HOMESTEAD AT FOSTER POINT, LOT 3 SITE ADDRESS: 13302 56 AV S X Original Plan Submittal Response to Correction Letter #_ Response to Incomplete Letter # Revision # after Permit Issued DEPA TMENZS: A -s INV Building Division /1 -WC Public Works Atu ire Prevention Ill Structural e* fCP Cid`Z�`t� ■ 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 0 Fire 0 Ping 0 PW 0 Staff Initials: TUESITHURS ROUTING: Please Route N: REVIEWER'S INITIALS: DATE: Structural Review Required ❑ No further Review Required ❑ APPROVALS OR CORRECTIONS: DUE DATE: 03/14/13 Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) yl Notation: REVIEWER'S INITIALS: DATE: Permit Center. UseOnly CORRECTION LETTER MAILED: Departments issued corrections: Bldg Fire 0 Ping ❑ PW 0 Staff Initials: 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 "I/ (90/3 Plan Check/Permit Number: D13-054 ❑ Response to Incomplete Letter # • Response to Correction Letter # 1 ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: Homestead at Foster Point — Lot 3 Project Address: 13302 56 Av S Irrkbevsel Phone Number: D,gel ,q -r1) s l 7� ,O/ q,u •g�„, lo�,et 7d �,! / c.)re.,,c)& 11 J ,e r -A\ `s Add Contact Person: 11- /VW Summary of Revision: D1 diTehaPeit Colts pa Aix 11- wtt�wc:,v�l3 CITY Of WKWILA Sheet Number(s): MAR 11241'3;' "Cloud” or highlight all areas of revision including date of revisio Received at the City of Tukwila Permit Center by: Entered in Permits Plus on S f / / 3 CENTER \applications\forms-applications on line\revision submittal Created: 8-13-2004 Revised• wq City of[ukwila Department of Public Works 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-433-0179 Fax: 206-431-3665 Web site: http://www.TukwilaWA.uov WATER METER INFORMATION Parcel No.: 2172000228 Address: 13302 56 AV S TUKW Suite No: Applicant: HOMESTEAD AT FOSTER POINT, LOT 3 Permit Number: D13-054 Issue Date: 05/09/2013 Permit Expires On: 12/22/2013 DESCRIPTION OF WORK: CONSTRUCTION OF 2532 SF SFR WITH 391 SF ATTACHED GARAGE AND 94 SF COVERED PORCH AS WELL AS INSTALLATION OF UNDERGROUND UTILITIES. PUBLIC WORKS ACTIVITIES INCLUDE: EROISION CONTROL, LAND ALTERING, STORM DRAINAGE, SANITARY SIDE SEWER, WATER METER, AND UNDERGROUNDING OF POWER. FOSTER POINT WATER & SANITARY SEWER CONNECTION CHARGE. TRANSPORTATION IMPACT FEE. METER #1 METER #2 METER #3 Water Meter Size: 0.75 0 0 Quantity: 1 0 0 Water Meter Type: Perm Worlc Order Number: 21340109 Connection Charge: Y Installation: Y Additional Install Deposit: Plan Check Fee: Y Inspection Fee: Y Turn On Fee: Y $60.00 $490.00 $0.00 $10.00 $15.00 $50.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 Subtotal: $625.00 $0.00 $0.00 Cascade Water Alliance (RCFC): Y $6,005.00 TOTAL WATER FEES: $6,630.00 $0.00 $0.00 doc: WTRMTR D13-054 Printed: 07-01-2013 Department of Natural Resources and Pa Wastewater Treatment Division King County Residential Sewer Use Certification Sewage Treatment Capacity Charge • To be completed for all new sewer connections, re- connections, or change of use of existing connections. • This form does not apply to repairs or replacements of existing sewer connections within five years of disconnect. Please Print or Type /330 2 561 -1,1 -VC S G0 7.-3 Property Street Address rSjk CState ZIP Owner's Mailing Address Cit State s� Pyo— Sb6,C Owner's Phone Number (with Area Code) ZIP 3 k/L/0 51,60 0 Property Contact Phone Number (with Area Code) Party to be Billed (if different than Owner): Name Street Address For King County Use Only Account # No. of RC Es Monthly Rate City State ZIP Residential Customer PPle3,se check appropriate box: Equivalent (RCE) Imo/' Single-family (free standing, detached only) 1.0 Multi -Family (any shared walls): ❑ Duplex (0.8 RCE per unit) 1.6 ❑ 3-Plex (0.8 RCE per unit) 2.4 ❑ 4-Plex' (0.8 RCE per unit) 3.2 ❑ 5 or more (0.64 RCE per unit) No. of Units x 0.64 = ❑ Mobile home space (1.0 RCE per space) No. of Spaces x 1.0 = If Multi -family, will units be sold individually? ❑ Yes ❑ No If yes, will this property have a Homeowner's Association? ❑ Yes ❑ No Pursuant to King County Code 28.84, all sewer customers who establish a new service which uses metropolitan sewage facilities shall be subject to a capacity charge. The amount of the charge is established annually by the Metropolitan King County Council as a rate per month perresidential 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 dat- for determination of , :vised capacity charge. Sewer District / Agency Contact & Phone Number Date of Sewer Connection Side Sewer Permit Number Required: Property Tax Parcel Number Subdivision Name Subdivision Number Lot Number Block Number Building Name WRECErveDrtlftqui FEB 2 1 2013 c' RMl!!' Cehrrep Please report any demolitions of pre-existing building on this property. Credit for a demolition may be given under some circumstances. Demolition of pre-existing building? ❑ Yes ❑ No Was building on Sanitary Sewer? ❑ Yes ❑ No Was Sewer connected before 2/1/90? ❑ Yes ❑ No Sewer disconnect date: Type of building demolished? Request to apply demolition credit to multiple buildings? ❑ Yes ❑ No Signature of Owner/Representative Print Name of Owner/Representative Datec,2 --2/- J Contractors or Tradespeople Peter Friendly Page 1 General/Specialty Contractor A business registered as a construction contractor with LEI 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 Phone Address Suite/Apt. City State Zip County Business Type Parent Company HIGH COUNTRY HOMES LLC 2538405660 Po Box 188 Puyallup WA 98371 Pierce Limited Liability Company UBI No. Status License No. License Type Effective Date Expiration Date Suspend Date Specialty 1 Specialty 2 603088988 Active HIGHCCH898DN Construction Contractor 3/15/2011 3/15/2015 General Unused Other Associated Licenses License Name Type Specialty 1 Specialty 2 Effective Date Expiration Date Status HIGHCHI01565 HIGH COUNTRY HOMES INC Construction Contractor General Unused 1/25/1999 10/12/2014 Active Business Owner Information Name Role Effective Date Expiration Date BARTELS, JONATHAN K Partner/Member 03/15/2011 Amount BARTELS, KRISTINE A Partner/Member 03/15/2011 01LX0196581284 CASEBER, JEFFREY EDWARD Partner/Member 03/15/2011 CASEBER, LAURA LOUISE Partner/Member 03/15/2011 New Hampshire Insurance Co Bond Information Page 1 of 1 Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date 1 CBIC SI8956 03/09/2011 Until Cancelled $12,000.00 03/15/2011 Assignment of Savings Information No records found for the previous 6 year period Insurance Information Insurance Company Name Policy Number Effective Date Expiration Date Cancel Date Impaired Date Amount Received Date 3 Granite State Insurance Compan 01LX0196581284 11/20/2012 11/20/2013 $1,000,000.00 11/19/2012 2 New Hampshire Insurance Co 01LX019658183 11/20/2011 11/20/2012 $1,000,000.00 11/18/2011 1 New Hampshire Insurance Compan 01LX0196581282 11/20/2010 11/20/2011 $1,000,000.0003/15/2011 Summons/Complaint Information No unsatisfied complaints on file within prior 6 year period Warrant Information No unsatisfied warrants on file within prior 6 year period Infractions/Citations Information No records found for the previous 6 year period httns://fortress.wa.gov/lni/bbip/Print.aspx 05/09/2013 GENERAL NOTES BUILDING CODE: 2009 INTERNATIONAL BLDG. CODE (IBC), AND BY REFERENCE WHERE APPLICABLE THE 2009 INTERNATIONAL RESIDENTIAL CODE (IRC) AS AMENDED BY LOCAL JURISDICTION. ROOF LIVE LOAD = 25 PSF (SNOW) ROOF DEAD LOAD = 15 PSF FLOOR LIVE LOAD = 40 PSF (REDUCIBLE) FLOOR DEAD LOAD = 15 PSF WIND LOAD = 85 MPH WIND SPEED, EXPOSURE SOIL SITE CLASS "D" CONSTRUCTION TYPE: V OCCUPANCY GROUP: R-3 Y}5" DESIGN CRITERIA: TABLE R3012(I) GROUND SNOW LOAD WIND SPEED SEISMIC DESIGN CATEGORY SUBJECT TO DAMAGE FROM WINTER DESIGN TEMP. ICE SHIELD ER - ULAYNDMENT REQUIRED FLOOD ..HAZARDS AIR FREEZING INDEX MEAN ANNUAL TEMP WEATHERING FROST LINE DEPTH TERMIITE DECAY 30 ph) D1/02 MOD IS SLIGHT- MOD SLIGHT 11 NO PER LOCAL JURISDICTION 50 50 ADDITIONAL REQUIRED SUBMITTAL ITEMS ITEMS TO BE SUBMITTED BY THE OWNER OR CONTRACTOR AT TIME OF PERMIT SUBMITTAL: - MFG. JST. DESIGN AND LAYOUT IF APPLICABLE (FROM MANUFACTURER) - MFG. TRUSS DESIGN AND LAYOUTS (FROM MANUFACTURER) SITE WORK GENERAL UNLESS A SOILS INVESTIGATION BY A QUALIFIED SOILS ENGINEER IS PROVIDED, FOUNDATION DESIGN IS EASED 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. CONCRE'T'E MINIMUM COMPRESSIVE STRENGTH OF CONCRETE PER TABLE R4022 TYPE OR LOCATIONS OF CONCRETE CONSTRUCTION MINIMUM COMPRESSIVE STRENGTH (f'c) .4T 28 DAYS MODERATE WEATHERING POTENTIAL ORIENTATION OF GYPSUM BOARD TO FRAMING BASEMENT WALLS, FOUNDATION 4 OTHER CONCRETE NOT EXPOSED TO THE WEATHER 2,500 pat 812E OF NAIL FOR APPLICATION TO WOOD FRAMING BASEMENT SLABS 4 INTERIOR SLAB ON GRADE, EXCEPT GARAGE FLOOR SLAB. 2,500 psi 13 GAGE 1-3/8' LONG 9./64'r HEAD,0.098' DIA 1-1/4' LONG ANNULAR -RINGED , 5d COOLER NAIL 0.086' P 4, 1 5/8' LONG 15/64' HEAD,R'GYPSUM BOARD NAIL u�86' DIA. 1-5/8' LONG ?/32 HEAD BASEMENT WALLS, FOUNDATION WALLS, EXTERIORWALLS 4 OTHER VERTICAL CONCRETE WORK EXPOSED TO THE WEATHER 3,000 psi (4 1/2% air entrained +/- 1 1/2%); PORCHES, CARPORT SLABS 4 STEPS EXPOSED TO THE WEATHER 4 GARAGE FLOOR SLAB. 3,000 psi (4 1/2% air entrained +1- 1 1/2 0) CONCRETE 'BATCH TICKET' SHALL BE AVAILABLE ONS TE FOR REVIEW BY BUILDING OFFICIAL REINFORCEING` STEEL TO COMPLY WiTH ASTM A615 GRADE 40. UN.O. WALL CONSTRUCTI I N GENERAL ALL NAILING TO COMPLY WITH REQUIREMENTS OF IRC TABLE R6023(1) GYPSUM WALL BOARD AT INTERIOR WALLS TO BE FASTENED ACCORDING TO TABLE R10235 MINIMUM T1 -I I CKNESS AND APPL i CAT I ON OF GYPSUM SOAPD TABLE R102.3.5 THICKNESS OF GYPSUM BOARD (INCHES) APPLICATION ORIENTATION OF GYPSUM BOARD TO FRAMING MAXIMUM SPACING OF FRAMING MEMBERS (INCHES O.C.) - MAXIMUM SPACING OF FASTENERS (INCHES) 812E OF NAIL FOR APPLICATION TO WOOD FRAMING NAILS w/o adhesive SCREWS 13 GAGE 1-3/8' LONG 9./64'r HEAD,0.098' DIA 1-1/4' LONG ANNULAR -RINGED , 5d COOLER NAIL 0.086' P 4, 1 5/8' LONG 15/64' HEAD,R'GYPSUM BOARD NAIL u�86' DIA. 1-5/8' LONG ?/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 1 �sAGE 1-5/8' LONG 1/64' HE'D,0098' DIA >I3/8' ,LONG ANNULAR -RINGED 6d 0.092' DIA. 1-1/8 LONG 1/4' 1-IEAD OR GYPSUM BOARD NAIL,0.0915' DIA. 1-1/8' LONG 15/64' HEAD GEILING PERPENDICULAR 24 1 12 WALL. EITHER DIRECTION 24 8 12 WALL WALL EITHER DIRECTION 16 8 16 R-10 2' III UNLIMITED 030 FASTENERS ALL NAILS SPECIFIED ON THIS PLAN SHALL BE COMMON OR GALVANIZED BOX (UNLESS NOTED OTHERWISE) OF THE DIAMETER AND LENGTH LISTED BELOW OR AS PER APPENDIX L OF THE NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION (NDS) 8d COMMON (0.131' DIA., 2-1/2' LENGTH), 8d BOX (0.113' DIA, 2-1/2' LONG), 104 COMMON (0.145' DIA., 3' LONG) 104 BOX (0:128' DIA., 3' LENGTH), 164 COMMON (0.162' DiA, 3-1/2' LONG), 16d SINKER (0.148 DIA, 3.1/4' LONG) 501 COOLER (0.086', DIA., 1-5/5' LONG ), 661 COOLER (0.092' DIA., I-1/8' LONG) LUMBER GRADES FRAMING LUMBER SHALL COMPLY WITH THE LATEST EDITION OF THE GRADING RULES OF THE WESTERN PRODUCTS ASSOCIATION OR TI -4E WEST COAST LUMBER INSPECTION BUREAU. ALL SAWN LUMBER SHALL BE STAMPED WITH THE GRADE MARK OF AN APPROVED LUMBER GRADING AGENCY AND SHALL NAVE THE FOLLOWING UNADJUSTED DESIGN MINIMUM PROPERTIES: JOISTS:. WOOD TYPE: 2X4 ' 2X6 OR LARGER IGF *2 - Fb=975 psi, Fv=150 psi, Fc=1300 psi, E=1300000psi HF *2 - Fb=915 psi, Fv=150 psi, Fc=1300 psi, E=1300000psi BEAM DF -L *2 - Fb=900 psi, Fv=180 psi, Fc=1350 psi, E=1600000ps1 DF -L *2 - Fb=815 pet, Fv=110 psi, Fc=600 psi, E=1300000psi 4X 6X OR LARGER STUDS I -IF *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 =1300000psi 2X4 2X6 OR LARGER POSTS 1 -IF *2 - Fb=915 psi, Fv=150 psi, Fc=1300 psi, E=1300000psi I -F *2 - Fb=915 psi, Fv=150 psi, Fc=1300 psi, E=1300000psi DF -L *1 - Flo =1200 psi, Fv=110 psi, Fc=1000 psi, E=1600000pet 4X4 4X6 OR LARGER 6X6 OR LARGER GLUED -LAMINATED BEAM (GLIB) SHALL BE 24F -V4 FOR SINGLE SPANS 4 24F -V5 FOR CONTINUOUS OR CANTILEVER SPANS WITH THE FOLLOWING MINIMUM PROPERTIES: Fb = 2,400 PSI, Fv = 165 PSI, Pc = 650 PSI (PERPENDICULAR), E = 1000000 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. SEAMS 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 P5I (PERPENDICULAR), E = 1,900,000 PSI. SEAMS DESIGNATED AS 'LSL' SHALL HAVE THE MINIMUM PROPERTIES: Fb = 1,100 P5I, Fv = 400 PSI, Fc = 6,80 PSI (PERPENDICULAR), E = 1,300,000 PSI. CALCULATIONS SHALL INCLUDE DEFLECTION AND CAMBER REQUIREMENTS. DEFLECTION SHALL BE L IMTED AS FOLLOWS: FLOOR LIVE LOAD MAXIMUM = L/4e0, FLOOR` TOTAL LOAD MAXIMUM = L/240. REVISIONS No changes shall bo made to the scope of work withou prior approval of Tukwila Building Division. NOTE: Revisions will require a new plan submittal end l i iuy i1'i �l la c additional plan mitt fees. l SEPARATE PERMIT REQUIRED FOR: Mei C] Plumbing Gas Piping City of Tukwila DiViS1ON WALL CONSTRUCTION/1=R ING (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 51-IALL BE HELD AWAY FROM THE TRUSS BOTTOM Cl-I0RD WITH AN APPROVED FASTENER (SUCH AS SIMPSON STC) TO ENSURE TWAT THE TRUSS BOTTOM CHORD WILL NOT BEAR ON THE WALL. ALL PERMANENT TRUSS MEMBER BRACING SHALL BE INSTALLED PER THE TRUSS DESIGN DRAWINGS. ROOF/WALL/FLOOR SHEATHING TYPICAL WALL 4 ROOF SHEATHING SHALL BE 1/16' RATED SHEATHING MINIMUM UNLESS OTHERWISE SPECIFIED. MINIMUM NAILING SHALL BE 861 COMMON u+ 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 8d COMMON AT 6' OC. PANEL EDGES AND 12' O.C. IN FIELD. SPAN INDEX SHALL BE 40/20 UNLESS NOTED OTHERWISE. STAGGER END LAPS AT ROOF AND FLOOR SHEATHING. WALL 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. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH AND SHALL BE INSTALLED TO PREVENT WATER FROM REENTERING THE EXTERIOR WALL ENVELOPE. APPROVED CORROSION -RESISTANT FLASHINGS SHALL BE INSTALLED AT ALL OF THE FOLLOWING LOCATIONS: 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/S' (28 mm) OVER THE SHEATHING MATERIAL AROUND THE PERIMETER OF THE OPENING, INCLUDING CORNERS, DO NOT REQUIRE ADDITIONAL FLASHING± JAMB FLASHING MAY ALSO BE OMITTED WHEN SPECIFICALLY APPROVED BY THE BUILDING OFFICIAL. 2. AT THE INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTION WiTH FRAME OR STUCCO WALLS, WITH PROJECTING LIPS ON BOTH SIDES UNDER STUCCO OPENINGS. 3. UNDER AND AT THE ENDS OF MASONRY, WOOD, OR METAL COPINGS AND SILLS. 4. CONTINUOUSLY ABOVE ALLPROJECTING WOOD TRIM. 5. WHERE EXTERIOR PORCHES, DECKS, OR STAIRS ATTACH TOA WALL OR FLOOR ASSEMBLY OF WOOD CONSTRUCTION. 6. AT WALL AND ROOF INTERSECTIONS. 1..4T BUILT-IN GUTTERS. FOUNDATION (CONTINUED) I. BITUMINOUS COATING 2.3 POUNDS PER SQ. YD. OF ACRYLIC MODIFIED CEMENT 3. k COAT OF SURFACE BONDING GEMENT COMPLYING WITH AWN C 881 4. ANY MATERIAL APPROVED FOR WATERPROOFING IN SEC. R4062 5.OTHER APPROVED METHODS OR MATERIALS. EXCEPTION: PARGING OF UNIT MASONRY WALLS IS NOT REQUIRED WHERE A MATERIAL IS APPROVED FOR DIRECT APPLICATION TO THE MASONRY. WATERPROOFING IN AREAS WHERE HIGH WATER TABLE OR OTHER SEVERE SOIL -WATER CONDITIONS ARE KNOWN TO EXIST, EXTERIOR FOUNDATION WALLS THAT RETAIN EARTH OR ENCLOSE INTERIOR SPACES AND FLOORS BELOW GRADE SHALL BE WATERPROOFED FROM THE TOP OF FOOTING TO FINISHED GRADE. WALLS SHALL BE WATERPROOFED IN ACCORDANCE WITH ONE OF THE FOLLOWING. I. 2 -PLY HOT MOPPED FELT 2.55 POUND ROOF ROLLING 3. 6 -MIL POLYVINYL CHLORIDE 4.6 -MIL POLYETHYLENE 5.40 -MIL POLYMER -MODIFIED ASPHALT 6.60 -MIL FLEXIBLE POLYMER CEMENT 1. I/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. COW -SETTING ASPHALT OR HOT ASPHALT SHALL CONFORM TO TYPE C OF ASTM D 449.1-10T ASPHALT SHALL BE APPLIED ATA TEMPERATURE OF LESS THAN 200 DEG. F. ALL JOINTS IN MEMBRANE WATERPROOFING SHALL BE LAPPED AND SEALED WITH AN ADHESIVE COMPATIBLE WITH THE MEMBRANE. EXTERIOR DOORS, WINDOWS AND SKYL UGI -ITS IRATF1ROOFINC 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 60 THAT NO OPENING IS GREATER THAN 1/2' IN THE LEAST DIMENSION. 313.122 METER BOXES SHALL BE CONSTRUCTED IN SUCH A MANNER THAT RATS CANNOT ENTER A BUILDING BY FOLLOWING THE SERVICE PIPES FROM THE BOX INTO THE BUILDING. 313.12.3 IN OR ON BUILDINGS WHERE OPENINGS HAVE BEEN MADE IN WALLS, FLOORS, OR CEILINGS FO THE P ASSAG OF PIPES, SUCH OPENINGS SHALL BE CLOSED AND PROTECTED BY THE INSTALLATION OF APPROVED METAL COLLARS SECURELY FASTENED TO THE ADJOINING STRUCTURE. 313.12.4 TUB WASTE OPENINGS IN FRAMED CONSTRUCTION TO CRAWL SPACE AT OR BELOW THE FIRST FLOOR SHALL BE PROTECTED BY THE INSTALLATION OF APPROVED METAL COLLARS OR METAL SCREEN SECURELY FASTENED TO THE ADJOINING STRUCTURE WITH NO OPENING GREATER TI -IAN 1/2' IN THE LEAST DIMENSION. PRRAFTSTOPPING 4 FIRE BLOCKING DRAFTSTOPPING WHEN THERE IS USABLE SPACE BOTH ABOVE 4 BELOW THE CONCEALED SPACE OF A FLOOR/CEILING ASSEMBLEY, DRAFTSTOPS SHALL BE INSTALLED SO THAT THE AREA OF THE CONCEALED SPACE DOES NOT EXCEED 1,000 SQUARE FEET. DRAFTSTOPPING 514ALL DIVIDE THE CONCEALED SPACE INTO APPROXIMATELY EQUAL AREAS. WHERE THE ASSEMBLY IS ENCLOSED BY A FLOOR MEMBRANE ABOVE 4 A CEILING MEMBRANE BELOW, DRAFTSTOPPNG SI -TALL BE PROVIDED IN FLOOR/CEILING ASSEMBLIES UNDER TINE 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 R302.12 FIREBLOCKING FIREBLOCKING 51-1ALL BE PROVIDED 70 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 .47 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 51-1ALL COMPLY WITH IRC SECTION R302.1 4. .47 OPENINGS AROUND VENTS, PIPES, AND DUCTS AT CEILING AND FLOOR LEVEL, WITH. AN APPROVED MATERIAL 70 RESIST THE FREE PASSAGE OF FLAME AND PRODUCTS OF COMBUSTION. 5. FOR THE FIREBLOCKING OF CHIMNEYS AND FIREPLACES, SEE IRC SECTION R1003.I9. 6. FIREBLOCKING OF CORNICES OF .4 TWO-FAMILY DWELLING IS REQUIRED AT THE LINE OF DWELLING UNIT SEPERATION. FIREBLOCKING SHALL CONSIST OF MATERIALS LISTED IN IRC SECTION R302.11.1. LOOSE -FILL INSULATION MATERIAL SHALL NOT BE USED AS A FIREBLOCK UNLESS SPECIFICALLY TESTED IN THE FORM AND MANNER INTENDED. THE INTEGRITY OF ALL FIREBLOCKS SHALL BE MAINTAINED. INSULATION AND MOISTURE Pi?OTECTION GENERAL MAINTAIN 1' CLEARANCE ABOVE INSULATION FOR FREE AlR FLOW. INSULATION BAFFLES TO EXTEND 6" ABOVE BATT INSULATION INSULATION BAFFLES TO EXTEND 12" ABOVE LOOSE FILL INSULATION INSULATE BEHIND TUBS/SHOWERS, PARTITIONS AND CORNERS FACE -STAPLE FACED BATTS FRICTION -FIT 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 ASSEMBLI1y6 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 EXCEPT IONS: 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 IS 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 R3I63, SHALL ONLY BE REQUIRED 70 MEET THE SMOKE -DEVELOPED INDEX OF NOT MORE THAN 450. INFILTRATION CONTROL EXTERIOR JOINTS AROUND WINDOWS AND DOOR FRAMES, PENETRATIONS IN FLOORS, ROOFS AND WALLS AND ALL SIMILAR OPENINGS SHALL BE SEALED, CAULKED, GASKETED OR WEATHERSTRIPPED TO LIMIT AIR LEAKAGE. VAPOR BARRIERS / GROUND COVERS ,4N APPROVED VAPOR BARRIER SHALL BE PROPERLY INSTALLED IN ROOF DECKS, IN ENCLOSED CEILING SPACES AND AT EXTERIOR WALLS. A GROUND COVER OF 6 MIL (0.0069 BLACK POLYETHYLENE OR EQUIVALENT 61-1ALL BE LAID OVER TI -4E GROUND IN ALL CRAWL SPACES. THE GROUND COVER SHALL SE OVERLAPPED 12" AT EACH JOINT AND SHALL EXTEND TO THE FOUNDATION WALL. FOUNDATION BOLT HEADS AND NUTS BEARING AGAINST WOOD TO BE PROVIDED WITH 1/4'x3'x3' PLATE WASHERS. WOOD BEARING ON OR INSTALLED WITHIN 1' OF MASONRY OR CONCRETE TO BE PRESSURE TREATED WITH AN APPROVED PRESERVATIVE. FOUNDATION SILL BOLTS 70 BE 5/8' DIAMETER AT 6'-0' O.C. UN.O. WITH MIN. 1' EMBEDMENT METAL FRAMING CONNECTORS TO BE MANUFACTURED BY SIMPSON STRONG -TIE OR USP STRUCTURAL CONNECTORS ALL WOOD IN CONTACT WITH CONCRETE TO BE PRESSURE TREATED. FIELD CUT ENDS, NOTCHES, AND DRILLED HOLES OF PRESSURE TREATED LUMBER SHALL BE RETREATED IN THE FIELD IN ACCORDANCE WITH AWPA M4. (END CUT SOLUTION BY WOLMANIZED WOOD) PER iRC 3113, FASTENERS FOR PRESSURE PRESERVATIVE AND FIRE RETARDANT TREATED WOOD SHALL EE OF HOT -DIPPED GALVANIZED STEEL, STAINLESS STEEL, SILICON BRONZE, OR COPPER 6' MIN. CLEARANCE BETWEEN WOOD AND GRADE. 12' MIN. CLEARANCE BETWEEN FLOOR BEAMS AND GRADE. 18' MIN. CLEARANCE BETWEEN FLOOR JOIST AND GRADE. D4MPR0OFiNG 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 REVIEWED FOR CODE COMPLIANCE APPROVED MAR 13 2013 J City of u wile BUILDING VISION Avv 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 R3I0-EMERGENCY ESCAPE 4 RESCUE OPNGS SLEEPING ROOMS 614ALL HAVE AT LEAST ONE OPERABLE EMERGENCY AND RESCUE OPENING. SUCH OPENING 614ALL OPEN DIRECTLY INTO A PUBLIC STREET, PUBLIC ALLEY, YARD OR COURT. THE NET CLEAR OPENING DIMENSIONS REQUIRED BY TI -115 SECTION SHALL BE OBTAINED BY THE NORMAL OPERATION OF THE EMERGENCY ESCAPE AND RESCUE OPENING FROM TI -1E INSIDE. MINIMUM OPENING AREA: ALL EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL NAVE A MIN. NET CLEAR OPENING OF 5.1 SQ. FT. EXCEPTION: GRADE FLOOR OPENINGS SHALL NAVE A MIN. 5.0 SQ. FT. MINIMUM OPENING HEIGHT: TI -4E MIN. NET CLEAR OPENINGS HEIGHT SHALL BE 24 INCHES. MINIMUM OPENING WIDTH: THE MIN NET CLEAR OPENING WIDTH SHALL BE 20 INCHES. MAXIMUM SILL HEIGHT: MAX. 44' IN DWELLING UNITS, WHERE THE OPENING OF AN OPERABLE WINDOW IS LOCATED MORE THAN 12' ABOVE THE FINISHED GRADE OR SURFACE BELOW, THE LOWEST PART OF THE CLEAR OPENING OF THE WINDOW SHALL BE A MINIMUM OF 24' ABOVE THE FINISHED FLOOR OF THE ROOM IN WHICH THE WiNDOW IS LOCATED. FILE COPY No. PrrmIt_��!✓ Plan review approval k subjectto eta and. Approval of construction daunts does the violation of any adopted code or ori of approved Field • ' DRILLING AND NOTCHING STUDS. DRILLING AND NOTCHING STUDS. PER SEC 8602.6 DRILLING AND NOTCHING OF STUDS SHALL BE IN ACCORDANCE WITH THE F0LL0WING: 1. NOTCHING. ANY STUD IN AN EXTERIOR WALL OR BEARING PARTITION MAY BE CUT OR NOTHCED TOA 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 5/5 INCH (I6mm) OF THE STUD WIDTH, THE EDGE OF TO THE EDGE OF THE STUD, AND THE HOLE IS NOT LOCATED IN THE SAME SECTION AS ,4 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 R602.6(1) AND R602b(2). -EXCEPTION: USE OF APPROVED STUD SHOES IS PERMITTED WHEN THEY ARE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. DRILLING AND NOTCHING OF TOP PLATE. PER SEC R602.6.1 WHEN PIPING OR DUCTWORK 15 PLACED IN OR PARTLY IN AN EXTERIOR WALL OR INTERIOR LOAD BEARING WALL, NECESSITATING CUTTING, DRILLING OR NOTCHING OF THE TOP PLATE BY MORE THAN 50 PERCENT OF ITS WIDTH, A GALVANIZED METAL TIE OF NOT LESS THAN 0.054 INCH THICK (131mm) (16 ea) i i AND 11/2 INCHES (38mm) WIDE SHALL BE FASTENED ACROSS AND t0 THE PLATE AT EACH SIDE OF THE OPENING WITH NOT LESS THAN EIGHT 16d NAILS AT EACH SIDE OF EQUIVALENT. SEE FIGURE 8602.6.1. -EXCEPTION: WHEN THE ENTIRE SIDE OF THE WALL WITH THE NOTCH OR CUT IS COVERED BY WOOD STRUCTURAL PANEL SHEATHING. INSPECTIONS AND ENFORCEMENT POSTING OF CERTIFICATE WSEC 105.4 A PERMANENT CERTIFICATE SHALL BE POSTED WITHIN THREE FEET OF THE ELECTRICAL DISTRIBUTION PANEL. THE CERTIFICATE 5HALL BE COMPLETED BY THE BUILDER OR REGISTERED DESIGN PROFESSIONAL. THE' CERTIFICATE SHALL LIST THE PREDOMINANT R -VALUES OF INSULATION INSTALLED IN OR ON CEILING/ROOF, WALLS,.FOUNDATION (SLAB, BASEMENT WALL, CRAWLSPACE WALL AND/OR FLOOR), AND DUCTS OUTSIDE THE CONDITIONED SPACES, U -FACTORS FOR FENEST=RATION, AND THE SOLAR; HEAT. GAIN COEFFICIENT_(SHGC) OF FENESTRATION. WHERE THERE IS MORE THAN ONE VALUE FOR EACH COMPONENT, THE CERTIFICATE SHALL LIST 714E VALUE° COVERING THE ......L...1 GEST AREA. THE CERTIFICATE"SHALL LIST` THE TYPE' AND no' 3 0E CIENCY OF HEATING, COOLING, AND SERVICE WATER HEATING ri 0 IPMENT, DUCT LEAKAGE RATES INCLUDING TEST CONDITIONS AS rlatl.. NeCi CIFIED IN SECTION 503.10.2, AND AIR LEAKAGE RESULTS IF A WER DOOR TEST WAS CONDUCTED. City Of Tukwua BUILDING DIVISION SAFETY GLAZING SHALL BE INSTALLED IN THE FOLLOWING LOCATIONS OR AS OTHERWISE REQUIRED PER IRC SECTION 8308.4 SIDE. HINGED DOORS 2. SLIDING GLASS DOORS AND PANELS IN SLIDING 4 Bi -FOLD CLOSET DOOR ASSEMBLIES " STCM DOORS 4. 3l-10WER AND BATH TUB, H0T TUB, WHIRLPOOL, SAUNA, STEAM ENCLOSURES 5. GLAZING W/ THE EXPOSED EDGE WITHIN A 24' ARC OF EITHER VERTICAL EDS 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 TI -IAN 18' ABOVE FINISHED FLOOR?. 1. GLAZING IN GUARDRAILS 8. GLAZING LESS THAN 18." ABOVE FINISHED FLOOR 9. STAIRWAYS, LANDINGS 4 RAMPS WITHIN 36' HORIZONTAL OF WALKIN SURFACE AND 60" ABOVE ADJACENT WALKING SURFACE MECO-IANICAL HEATING EQUIPMENT ALL WARM -AIR FURNACES S SHALL BE LISTED ED AND LABELED BY AN APPROVED AGENCYAN PPR YED D 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 14EATING ELEMENTS AND SWITCHES AT LEAST 1S" ABOVE TI -IE FLOOR LEVEL. TEMPERATURE CONTROL THE PRIMARY SPACE CONDITIONING SYSTEM WITHIN EACH DWELLING UNIT SHALL BE PROVIDED WITH AT LEAST ONE PROGRAMMABLE THERMOSTAT FOR THE REGULATION OF TEMPERTURE WSEC SEC. 503.8.1 VENTILATION GROUP R OCCUPANCIES SHALL BE PROVIDED WITH VENTILATION SYSTEMS WHICH COMPLY WITH THE SECTION 1115085 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 M15083. INTEGRATED FORCED -AIR VENTILATION SYSTEMS SHALL DISTRIBUTE OUTDOOR .4IR 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/ .4 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 MI508) SYSTEM TO BE TESTED AT FINAL INSPECTION 4 LABELED UTILTY ROOM NOTES/MAKE UP AIR: 1. WHERE THE EXHAUST DUCT 16 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 16 DESIGNED FOR THE INSTALLATION OF A CLOTHES DRYER, AN OPENING HAVING AN AREA OF NOT LESS THAN 100 SQ. INCHES FOR MAKE UP AIR SHALL BE PROVIDED IN THE CLOSET ENCLOSURE, OR MAKE UP AIR SHALL BE PROVIDED BY OTHER APPR MEANS. t.1 = 100 SQ INCH TRANSFER GRILL PER IMC 504.5 DUCT LEAKAGE TESTING: DUCTS SHALL BE LEAK TESTED IN ACCORDANCE WITH R5-33, USING THE MAXIMUM DUCT LEAKAGE RATES SPECIFIED IN 2009 WSEC SEC. 503.10.3 HVAC DUCTS MAY NOT DISPLACE REQUIRED INSULATION AND BUILDING CAVITIES MAY NOT BE USED AS DUCTS PER 503.10.1 WSEC BUILDING' AIR LEAKAGE TESTING 2009 WSEC SEC. 502.4.5 TESTING._SHALL OCCUR AT ANY TIME AFTER ROUGH IN AND AFTER INSTALLATION OF PENETRATIONS OF THE =BUILDING ENVELOPE. WHEN REQUIRED SYTHE BUILDING OFFICIAL THE TEST 'SHLL A '> BE CONDUCTED IN THE PRESENCE OF DEPARTMENT STAFF. THE BLOWER DOOR TEST RESULTS SHALL BE RECORDED ON THE CERTIFICATE REQUIRED RED IN SEC.105.4. 105 .. L IGI-ITING WSEC SECTION 505 505.1 INTERIOR LIGHTING: A MINIMUM OF 50 PERCENT OF ALL LUMINAIRES SHALL BE 14IGH 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 TOA 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(5) WITH INTEGRAL± PHOTOCONTROL PHOTOSENSOR2)PERIANENTLY INSTALLED �a 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 61-1ALL BE PROVIDED WITH AN ARTIFICIAL LIGHT SOURCE LOCATED IN THE IMMEDIATE VICINITY OF THE TOP LANDING OF TI -IE STAIRWAY. RECEIVED CiTY OF TUKWILA MAR 1 1 2013 PERMIT CENTER CORRECTION LTR#, ' bt3 O1 * REFER TO PLAN FOR OPTION SELECTION* ALL GLAZING TO BE IN COMPLIANCE WASHINGTON STATE ENERGY CODE. AREA AS A % OF GROSS FLOOR WITH THE LATEST TOTAL GLAZING AREA = WINDOW AREA/FLOOR AREA= % 0 -TION GLAZING AREA % GLARING U-FACTOg DOOR CEILING YAULTEp WALL WALL -INT. WALL -EXT. FLOOR SLAB OSE OF FLOOR AREA VERTICAL OVERHEAD U -FACTOR CEILING GED GRADE I 13% 034 050020 8 ADV co -3-8 R-21 NTII R-21 R -I0 R-30 R -I0 25% 032 050 020 R. ADV R-38 R-21 NT R -2I R-10 R-30 R-10 2' III UNLIMITED 030 0.50020 oR-49 ADV R-38 R-21 NT R-21 R-10 R-30 U■01429 R-10 2' g w cw� .ala 04 r .<4 8 gi oat M Zala •• 1 a j§ a N tn 1 a 4ta 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: Date: 2013 N-1 12 WEATHER RESISTANT BARRIER OVER SHEATHING OR SUBSTRATE FINISH SIDING 6SM TRIM FLASHING WITH 5" MIN. VERTICAL LE6 HORIZONTAL WOOD TRIM HOR IZ. TRIM �T S 84tl INC/WOOD STUDS N.T.S. 2x6 EXTERIOR WALL 1/16' PLY OR 055 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 W,41.1. Pi-461-11Na OET4 I L 61 12 N.T.S. 12 MASONRY VENEER- GENERAL NOTES - MAXIMUM THICKNESS 5 INCHES 4 30 FEET HEIGHT. - SDC D1 4 D2 MAXIMUM 4 INCHES THICK 4 MUST HAVE WALL BRACING. - NOT OK TO SUPPORT ADDITIONAL LOADS ON MASONRY VENEER. - MINIMUM 3/4 GAP BETWEEN TOP OF VENEER 4 STRUCTURAL FRAME INCLUDING ROOF RAFTERS. - METAL TIES MAXIMUM 24 INCHES HORIZONTAL 4 VERTICAL SPACING. - TIES IN SDC D1 4 D2 MUST SUPPORT NO MORE THAN 2 SQ FT OF WALL AREA (HOOK INTO VENEER REINFORCEMENT WIRE. - FLASHING TO EXTERIOR REQUIRED At ALL OPENINGS 4 HORIZONTAL TRANSITIONS. - MINIMUM 3/16 INCH WEEPHOLES REQUIRED ABOVE FLASHING MAXIMUM 33 INCHES ON CENTER. - AIR SPACE MINIMUM 1 INCH - MAXIMUM 4 1/2 INCHES BETWEEN SHEATHING 4 VENEER OR MORTAR OR GROUT FILL OVER WEATHER -RESISTANCE MEMBRANE. - WATER RESISTANT BARRIER REQUIRED BEHIND THE EXTERIOR VENEER PER R1032 7 I) \\\\—\\\\\\\\\ \\\\—\\\\\\%, EMI t\ i ,,Aw%t"\\\\\� �\\ \\\\ wA \\\ \\ 5/4x8 BAND BD. ATOP SLAB ® FRONT 4 REAR PORCHES IN/ FLASHING 5/4x4 DR. 4 WNDW. TRIM COVERED PORCH ONLY SCUT VAT I ON I/4"=11-0" LINE OF OPTIONAL GARAGESEE SHT'S 12-13 EAST E,_VAT I ON 1/4"=1'-0" LINE OF OPTIONAL GARAGE SEE SHT'S I2 -I5 REVIEWED FOR CODE COMPLIANCE APPROVED MAR 13 2013 City of Tukwila BUILDING DIVISION COMP ROOF ^EST - V AT I ON 1/4"=11-0" 5/4x8 BAND BD. ATOP SLAB @ FRONT 4 REAR PORCHES IN/ FLASHING 5/4x10 BARGE W/ 1X6 4 IX3 RAKE TRIM SHAKE SIDING 12 RECEIVED CITY OF TUKWILA MAR 112013 PERMIT CENTER 5/4x6 WINDOW , DOOR 4 CORNER TRIM @ FRONT 6" EXP. HORIZ. SIDING - CONT. GUTTER 5/4x4 CORNER BD'S STONE VENEER (ADHERED) GRADE TO SLOPE AWAY FROM FOUNDATION A MIN. OF 6" WITHIN THE FIRST 10' COPYRIGHT 2009 Landmark Design Inc. ALL RIGWTS RESERVED OPTIONAL .STONE VENEER HOUSE NUMBERS TO BE VISIBLE 4 LEGIBLE WITH CONTRASTING BACKGROUND FROM THE STREET FRONTING THE HOUSE. ADDRESS NUMBER SHALL BE MIN. 4' HIGH 4 A MIN. STROKE WIDTH OF 1/2' PER SEC. 8319.1 NO T1 =, VAT I ON 1/4"=11-0" 5/4x8 BAND BD. ATOP SLAB ® FRONT 4 REAR PORCHES IN/ FLASHING ••� Gel w ❖ A fri Zi A/ y 414 o 3,T eg 1.4 s ,1 aa 0 4tH 4.1 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-2532 Date: 3-8-13 1 _,,,...,jr.t 12 . \\\ 12 --- �� 12 � i 5 LS�I L J itilli CILIA I LI U 1 r III I1 hi 1 IL --JI EAST E,_VAT I ON 1/4"=1'-0" LINE OF OPTIONAL GARAGE SEE SHT'S I2 -I5 REVIEWED FOR CODE COMPLIANCE APPROVED MAR 13 2013 City of Tukwila BUILDING DIVISION COMP ROOF ^EST - V AT I ON 1/4"=11-0" 5/4x8 BAND BD. ATOP SLAB @ FRONT 4 REAR PORCHES IN/ FLASHING 5/4x10 BARGE W/ 1X6 4 IX3 RAKE TRIM SHAKE SIDING 12 RECEIVED CITY OF TUKWILA MAR 112013 PERMIT CENTER 5/4x6 WINDOW , DOOR 4 CORNER TRIM @ FRONT 6" EXP. HORIZ. SIDING - CONT. GUTTER 5/4x4 CORNER BD'S STONE VENEER (ADHERED) GRADE TO SLOPE AWAY FROM FOUNDATION A MIN. OF 6" WITHIN THE FIRST 10' COPYRIGHT 2009 Landmark Design Inc. ALL RIGWTS RESERVED OPTIONAL .STONE VENEER HOUSE NUMBERS TO BE VISIBLE 4 LEGIBLE WITH CONTRASTING BACKGROUND FROM THE STREET FRONTING THE HOUSE. ADDRESS NUMBER SHALL BE MIN. 4' HIGH 4 A MIN. STROKE WIDTH OF 1/2' PER SEC. 8319.1 NO T1 =, VAT I ON 1/4"=11-0" 5/4x8 BAND BD. ATOP SLAB ® FRONT 4 REAR PORCHES IN/ FLASHING ••� Gel w ❖ A fri Zi A/ y 414 o 3,T eg 1.4 s ,1 aa 0 4tH 4.1 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-2532 Date: 3-8-13 1 13'-11i' 4/0x4/0 EGRESS OLINEN 50 CFM 5'X SHWR - W./ OPT. VAULT W.I.G. 8' CLC. 845 PAIR ISEi7ROOM-2 CLC. MSTR. SAT GUEST SUITE -2 (2) 2/0x2/0 FX w/ 6' MULLIONS SG OPEN TO BELOW = 0 (3) 2 N.- 6' ///�SS\�'%%//// UPPER COR PAN 4' MIN 2X STUD WALL / CONC WALL 21/4'(5X5'LAG SCREWS • STUD WALL 2-3/8' X 5' BOLTS W/ SIM SON VGC ADHESIVE • CONC WALL 16 GA STEEL STRAPPING AROUND WATER HEATER HOLD WATER HEATER TIGHT TO GM • BACK FLEXIBLE WATER CONNECTIONS 2X4 LEDGER PRESSURE TREATED • CONC WALL 16 GA STEEL STRAPPING AROUND WATER HEATER FLEXIBLE GAS CONNECTION ANCHOR WH TO BASE - BASE TO FLOOR NO SCALE /4"=I'-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. GENERAL NOTES: 1. ALL WORK TO BE IN CONFORMANCE WITH 2009 IRC. 2. VENT ALL EXHAUST FANS, DRYER VENTS AND RANGES TO OUTSIDES. 3. VENT WATER HEATER PRESSURE RELIEF VALVES TO OUTSIDE. 4. PROVIDE FIRE BLOCKING AT ALL PLUMBING AND MECHANICAL PENETRATIONS. 5. ALL SHOWER WALLS TO BE WATERPROOF TO MINIMUM 12' ABOVE DRAIN. 6. SHOWER TO BE LIMITED TO MAXIMUM 2.5 G.P.M. FLOW. 1. ALL GLAZING WITHIN 60' ABOVE DRAIN INLET TO BE SAFETY GLASS. 8. ALL GLAZING WITHIN 24' OF DOOR OR WITHIN 18' OF FLOOR TO BE SAFETY GLASS 301-0' 6/0x5/0 OPTIONAL 1 �. MANUF. NAT. GAS METAL FIREPLACE I INSTALL PER MFR 1 SPECS. r =J 1---\ I 1I 'INING ROOM CLG. COVERED PORCH CONC. SINK 5/0 FX 5/0x5/0 XO 2/0x5/0 FX // GREAT ROOM OPTIONAL BUILT IN MANUF. NAT. GAS METAL FIREPLACE SPECS.PER MFR 2'-3i' 8' HIGH OPNG. 8' HxH OPN j - - G24 1, UNDER STAIR j PROTECTION 02.1 6/MIM HRI H30F'NG. o',. 2006-2009 WSEC 503.11 Pipe Insulation: All piping shall be thermally insulated in accordance with Table 5-12. EXCEPTION: Piping installed within unitary HVAC equipment. Cold water pipes outside the conditioned space shall be insulated in accordance with the Washington State P mbing Code (Chapter 51-56 WAC). 36'X36' MIN, • VEHICLE IMPACT LANDING BARRIER W/OPT. DR OFT / HWH NOTES / - PROVIDE EXPANSION TANK - PROVIDE SEISMIC STRAPPING 134' MIN. SOLID CORE WOOD,STEEL DOOR 20 MIN. OR - TPRV TO TERMINATE TO OUTSIDE - PILOT 4 CONTROLS TO BE 18' MIN. OFF FLOOR - PER ASH RAE 90-A-80 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 2X6 WALL NO DUCT OPENINGS IN GARAGE. DUCTS THROUGH CLG OR WALL COMMON TO HOUSE, MIN. 26 GAGE STEEL. IRC 304.6 Outdoor combustion air for gas appliances. 304.6 Outdoor combustion air shall be provided through opening(s) to the outdoors in accordance with Section 304.6.1 or 304.6.2. The minimum dimension of air openings shall be not less than 3 inches. 304.6.1Two permanent openings, one commencing within 12 inches of the top and one commencing within 12 inches of the bottom of the enclosure, shall be provided. Where communicating with the outdoors through horizontal ducts, each opening shall have a minimum free area of not less than 1 square inch per 2,000 Btu/h of total input rating of all appliances in the enclosure. OR 304.6.2 One permanent opening, commencing within 12 inches of the top of the enclosure and shall have a minimum free area of 1 square inch per 3,000 Btu/h of the total input rating of all appliances. 2/0x'=/0 FX GOYEREI7 PORCH 16/0 x 8/0 O.H. DOOR 16'-3' RO. 9. SMOKE DETECTORS TO BE INSTALLED PER SEC 8314.3 IN THE FOLLOWING LOCATONS: IN EACH SLEEPING ROOMS, OUTSIDE EACH SEPERATE SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE BEDROOMS. ON EACH ADDITIONAL STORY OF THE DWELLING, INCLUDING BASEMENTS AND HABITAL ATTICS. ALARMS TO BE INTERCONNECTED IN SUCH A MANNER THAT ACTUATION OF ONE ALARM WILL ACTIVATE ALL OF THE ALARMS IN THE INDIVIDUAL UNIT. S r(e =SMOKE ALARM -CARBON MONOXIDE COMBO. C C.M. BLUE 15 AWG TRACER WIRE REQUIRED AT NON- METAL WATER SERVICE PIPING PER UPC 604.8. 9'-7 19'-3' 30'-0' 10. PROVIDE CARBON MONOXIDE ALARMS PER SEC. 31.1 AN APPROVED CARBON MONOXIDE ALARM SHALL BE INSTALLED OUTSIDE OF EACH SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE BEDROOMS. PER 2009 IRC 4 WA. STATE AMENDMENTS SEC 8315.1. 11. INSULATE ALL WATER PIPES PER UPC SEC 313.6 MINIMUM R-3 INSULATION 12. FLEX GAS PIPING IS TO BE PROTECTED PER G2415.5. PIPING SHALL BE PROTECTED W/ No 16 GAGE STL. SHIELD PL PLATES SHALL COVER THE AREA OF THE PIPE WHERE THE ME 15 NOTCHED OR BORED AND SHALL EXTEND A MIN. OF 4' AB SOLE PLATES, BELOW TOP PLATES AND TO EACH SIDE OF A STUD, JOIST OR RAFTER REVIEWED PI� C CODE COML APPROVED MAR 13 2013 ANDING AT 'EXIT' DOOR T TO BE LOWER THAN INCHES FROM TOP OF REST-IOLD. (83113.1) City of Tukwila DING DIVISION 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) 100 SQ INCH TRANSFER GRILL PER IMC 504.5 1) 13O 5L, RECEIVED CITY OF TUKWILA MAR 112013 PERMIT CENTER MAIN COR PAN 1/4"= I' -O" MAIN IsOOR: UPPER FLOOR: TOTAL: GARAGE : 1141 SQ. T. 1405 SQ. T. 2546 SQ. T. 5411 S. T. COPYRIGHT 2011 Landmark Design Inc. ALL RIGHTS RESERVED ALL GLAZING TO BE IN COMPLIANCE WITH THE LATEST WASHINGTON STATE ENERGY CODE. TOTAL GLAZING AREA AS A % OF GROSS FLOOR AREA = 431 5F/2546 =16.93 % OPTION 111 GLAZING AREA % OF FLOOR AREA 13% 2% UNLIMITED GLAZING U -FACTOR VERTICAL 034 032 030 OVERHEAD 050 050 050 DOOR U -FACTOR 020 020 -- 020 CEILING R-49 R-49 R-49 VAULTED CEILING HIR PEENS. R-38 HIGH DENS. 1-11G4DEENS. WALL ABOVE GRADE R-21, R-21 R-21 WALL -INT. WALL -EXT. BELoW GRADE R-21 R-21 R-21 W G 2O R-10 R -I0 R-10 FLOORON R-30 R-30 R-30 SLAB GRADE R-10 R-10 R-10 •• ISI •� � c 44 4. 3g oe 'Qi u A �y� Z 1.3 0.4 •M • 0 F Q 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-2532 Date: 2-1-13 2 O 0 301-0' I3'-2 4' CONC. SLAB OVER 4' COMPACT SAND AND GRAVEL BASE * 4 BARS 18' O.G. 6 MIL VISQUEEN VAPO BARRIER TI-ROUG HOU r CRAWL PACE LAP SPLICES 12'. ( LACK) REVIEWED FOR CODE COMPLIANCE APPROVED MAR 13 2013 City of Tukwila BUILDING DIVISION 4' 0 SCHED. 40 STL. BOLLARD 4-3/8'X3' ANCHOR BOLTS (SIMPSON TITAN HD OR EQ) 4' CONCRETE SLAB 4-3/8'X3' ANCHOR BOLTS (SIMPSON TITAN HD OR EQ) ft. 1/2' X8' X8' SIDE VIEW 3/16 TOP VIEW VEHICLE IMPACT BARRIER DETAIL 4' CONC. SLAB OVER 4' COMPACT SAND AND GRAVEL BASE SLOPE 3' TO DOORS cn uw >0 OO Liu II II * 4 BARS 18' O.C. 4' CONC. SLAB OVER 4' COMPACT 1 SAND AND GRAVEL BASE 0 cn (TYP. OF 2) --OWN AT I Oil PAN I/4"= I' -O" STI -ID EDGE DISTANCE 1-1/2' MIN BUILDER TO DETERMINE IF STI -ID OR STHD/RJ IS APPROPRIATE. COPYRIGHT 2009 Landmark Design Inc. ALL RIGHTS RESERVED 4x4 P.T. POST W/ PB BASE ON 24'x24'xI2' CONCRETE FTG. • 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 51-1OULD BE SUPPORTED LATERALLY AT EACH END AND AT EACH SUPPORT, BY SOLID BLOCKING OR BY ANOTHER APPROVED METHOD. I. PROVIDE MINIMUM 18'-24' CRAWL ACCESS. * CRAWL ACCESS HATCHES OR DOORS SHALL 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 SE PLACED SO THAT THE TOP OF THE VENT IS BELOW THE LOWER SURFACE OF THE FLOOR INSULATION g. INTERIOR GRADE OF CRAWL SPACE SHALL BE SLOPED TO DRAIN AND INSURE THE REMOVAL OF WATER 10. ® INDICATES POINT LOAD FROM ABOVE Ii. INDICATES 'SIMPSON' HOLDOWN 12. SEE SHEARWALL SCHEDULE FOR ANCHOR BOLT SIZE 4 SPACING. 5HTS1.0 LANDING AT 'EXIT' DOOR NOT TO BE LOWER THAN 1.5 INCHES FROM TOP OF THRESHOLD. (8311.43) RECEIVED CITY OF TUKWILA MAR 1 1 2013 PERMIT CENTER VENTILATION USE 3'x3'x1/4' GALVANIZED STEEL SQUARE PLATE WASHERS FOR ALL ANCHOR BOLTS CRAWL SPACE VENTILATION TOTAL NET FREE AREA REQ'D 1141/150 = 1.60 SQ. FT. PROVIDE SCREENED VENTS FOR VENTILATION W/ ONE OPENING WITHIN 3'-0' OF EACH CORNER OF THE BLDG. PER SEC. R408 12 VENTS REQUIRED z� rin W .5 a -a 114 u zA Z 4=4 zeiN 1. Contractor or builder must verify all dimensions before proceeding with construction. 2. This plan was designed to be marketed throughout many municipalities. The purchaser must verify compliance with all local applicable building codes where the home is to be constructed. 3. Purchaser should have plans reviewed by a lic— ensed builder and struct— ural tructural engineer for compli— ance to specific site con— ditions. 4. These plans should not be altered by other than a qualified designer, archi— tect, or structural engineer. Plan No: L2M-2532 Date: 2-1-13 3 LSTA30 - HDR 4 SILL TO 3x BLOCKING. (TYP. 2 PLACES) (5) 2x4 62.0 31/2 x S GLB to LSTA30 - BEAM TO TOP PLATE REVIEWED FOR ODE COMPLIANCE APPROVED MAR 13 2013 5112 x 1S GLIB (4; 2x6 LSTAIS - BEAM TO RIM JOIST LSTA30 - HDR 4 SILL TO 3x BLOCKING. (TYP. 2 PLACES) RUSSES 6X6 PT POST W/ ECCQ CAP CBQ BA City of Tukwila -BUILDING DIVISION 5-1/4 x 11 BEAM LATE ROOF FRAMING NOTES: I. 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 1-1ATCHES 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. REFER TO SHEAR WALL SCHED. 22'x36' ATTIC ACCESS B ARING WALL BEARING WALL r/ ,te/% /%/// "Ae/%///��/%l/% 7i '0////f/a'/%///Jiff'/O%"//%/%/ /%/%/f%///%//.X�/////%OLX/_/ B0 �t O Q 1--cl) CO �u Q- IYO .0- 4 CONT. DBL. TOP PL RIGID IN-� •\10 `TERI OR SI (S ED AEA) 4X% -A DER KING STUD EXTERIOR PLYWOOD TRIMMER /ISLATION NTS TAI MIL. HANGERSV BEARING WALL (4) 2x6 (3) 2X12 11111111 31/2 x 12 GLB (TYP. OF 2) SIM SEGONV ',OOR sRAMINPLAN 1/4 1_011 FRAMING NOTES: I. ALL MULTIPLE JOISTS OR BEAMS MUST 13E BOTH GLUED AND NAILED W/ 8d NAILS s 24' O.C. NAILED TOP 4 BOTTOM STAGGERED EA SIDE. 2. ALL HEADERS TO BE 4x8 DF .2 UNLESS NOTED OTHERWISE. HEADERS AT EXTERIOR WALLS 4 WARM WALLS TO BE INSULATED W/ R -I0 RIGID INSULATION (3) 2x6 HAN RS PER (3) 2x6 MANF. TRUSSES m 24' O.C. 3. SOLID BLOCK BENEATH ALL POINT LOADS FROM ABOVE. 4. SOLID BLOCK OR BRIDGE ,4T 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. 6. 1. • MSTC 40 STRAPS PER STRUCTURAL UNLESS NOTED OTHERWISE MANF TRUSSES m 2 O.C. REFER TO SHEAR WALL SCHED. (TYP. OF 2) ROO' Pe=/ j \I 1/4"=1I-0" COPYRIGHT 2010 Landmark Design Inc. ALL RIGHTS RESERVED 4X4 PT POST W/ CPC CAP (TYP OF 2) 4X4 PT POST W/ PC CAP (TYP OF 2) bos y RECEIVED CITY OF TUKWILA MAR 1 1 2013 PERMIT CENTER ATTIC VENTILATION SHALIRCL 5E SECTION NETTBE 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 250, BORING 40%. - 60% BORING IF DOUBLED 4 LESS OR EQUAL SUCCESSIVE STUDS. - NON-BEARING MAXIMUM NOTCH 40%, BORING 600. - HOLES NO CLOSER THAN 5/S INCH TO FACE OF STUD. 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 an local applicable building codes where the home is to be constructed. 3. Purchaser should have plans reviewed by a lic— ensed builder and struct— ural tructural engineer for compli— ance to specific site con— ditions. 4. These plans should not be altered by other than a qualified designer, archi— tect, or structural engineer. Plan No: L2M-2532 Date: 3-8-13 4 STAIR NOTES: * STRINGERS TO BE FIRE BLOCKED AT BOTH TOP AND BOTTOM. * ALL USABLE SPACE UNDER STAIRS TO BE 1 HOUR CONSTRUCTION. * MAXIMUM RISE TO BE 7-3/4". * MINIMUM RUN TO BE 10". * MINIMUM HEAD HEIGHT TO BE 6'-8". * MINIIMUM STAIR WIDTH TO BE 36". * PROVIDE CONTINUOUS HAND RAIL 34" TO 38" OFF TREAD NOSING AND MUST EXTEND BEYOND BOTTOM TREAD. * PROVIDE GUARD RAILS AT LANDINGS MINIIMUM 36" HIGH W/ CLEAR SPACE * HANDGRIP PORTION OF HANDRAIL SHALL BE NOT LESS 1 1/4" NOR MORE THAN 2" IN CROSS SECTIONAL DIM. * WINDING STAIRS PER CURRENT I.B.C. * SPIRAL STAIRS PROVIDE MIN 7 1/2" RUN ® A POINT 12" FROM WHERE TREAD IS NARROWEST PER CURRENT I.B.C. 4' SPHERE SHALL NOT PASS THROUGH 4 HANDRAIL TO BE RESENT ON ON AT LEAST ONE SIDE OF STAIR. HANDGRIP PORTION CF HANDRAILS SHALL HAVE CIRCULAR CROSS SECTION OF Pq' MK 4 2'4' MAX. EDGES SHALL HAVE .4 MN. RADIUS OF Is'. ALL REQUIRED GUARDRAILS TO BE 36' MIN. IN HEIGHT. OPENINGS FOR REQUIRED GUARDS ON THE SIDES OF STAIR TREADS SHALL NOT ALLOW A SPHERE 44 INCHES (I01mm) TO PASS THROUGH. '4' MEIN. -rte Max NOSG f ' SPHERE UNABLE O PASS THROUGH OPENING BELOW STAIR INSTALL 1.42' MUD • CEILING, AND WALLS CONT. HANDRAIL ABOVE TREAD NOSING. 7' PICKETS PER IRC 312.1 / ON OPEN SIDE 1' PT RISERS P.T. 2X12 TREADS TO STRINGE 36'X36' MIN. CONG PAD • I 14L 35 ANGLE SUPPORT FIRE BLOCKING • MID -SPAN AND IN S1UD WALLS ALCNG AND IN LINE WITH STRINGERS IF AREA UNDER STAIRS IS UNFINISHED INTERIOR DECK JOISTS PER PLAN DBL JST HU212 MTL. HANGERS AT EA. STRINGER 3-2X12 P.T. STRINGERS EXTERIOR NO SCALE TYPICAL STAIR DETAIL AND NOTES -Kai cA =iso GRADE ATTIC VENTILATION PER CURRENT I.R.C., THE NET FREE VENT AREA SHALL BE 1/300 OF THE AREA TO BE VENTED, WITH 50% OF REQUIRED VENT AREA TO BE LOCATED MIN. 3' ABOVE EAVE VENTS. THE BALANCE OF REQUIRED VENT AREA TO BE PROVIDED AT EAVES ROOFING Tr= 235* IN COMPOSITION SHINGLE • TH 15* FELT —SHEATHING TO BE 1/2' 24/0 PLYWOOD —ALL ROOF FLASHINGS TO BE MIN. 26 GAUGE GALVANIZED STEEL. 12 m\‘• -,..41111111 cES6868688. E068MMM66MM156MM6 1 MASTER 5ATH 12 2x SCREENED EAVE VENT BLOCKS W/(3) 11/21 HOLES EACH - PROVIDE APPROVED INSULATION _ BAFFLE TO ENSURE 1' MIN. AIR SPACE. FLOOR CONSTRUCTION: 3/4' T4G PLYWOOD SUB-FLR GLUED 4 NAILED TO (SEE FRAMING PLAN FOR SIZE AND SPACING) GOVEREi� PAT I O TYPICAL EXTERIOR WALL (2) 2x6 TOP E 2x6 STUDS 16' O.C. 1/2' SHT'G (APA RATED 24/0) WATER PROOF BARRIER EXTERIOR 5IDING PER ELEVATION R-21 INSULATION W/ CONT. VAPOR BARRIER (WARM SIDE) GREAT ROOM TYP. INT. WALL (2) 2x4 TOP fie 1/2' GWB 2x4 STUD 6 16 O.C. 2x4 BOT. lE ENTRY GOVEREI7 PORCH FLOOR CONSTRUCTION: 3/4' T4G PLYWOOD SUB-FLR GLUED 4 NAILED TO (SEE FRAMING PLAN FOR SIZE AND SPACING) R-50 INSULATION ( GRADE REVIEWED FOR CODE COMPLIANCE APPROVED MAR 13 2013 City of Tukwila BUILDING DIVISION 4' CONC. SLAB PREVENT WOOD TO CONC. CONTACT UJ/ CONT. FLASHING OR APPROVED MEMBRANE STUB *4 BARS INTO CONC. SLAB 18' O.C. GRAWLSPAGE 6 MIL VISQUEEN VAPOR BARRIER THROUGHOUT CR4WLSPACE. LAP SPLICES 12' MIN. SUIIN6 SECTION 3/8"CII-0I' COPYRIGHT 2007 Landmark Design Inc. ALL RIGHTS RESERVED RECEIVED CITY OF TUKWILA MAR 1 1 2013 PERMIT CENTER bt?os4 1. Contractor or builder must verify all dimensions before proceeding with construction. 2. This plan was designed to be marketed throughout many municipalities. The purchaser must verify compliance with all local applicable building codes where the home is to be constructed. 3. Purchaser should have plans reviewed by a lic— ensed builder and struct- ural engineer for compli— ance to specific site con— ditions. 4. These plans should not be altered by other than a qualified designer, archi— tect, or structural engineer. Plan No: L2M-2532 Date: 3-5-13 5 1 0°10v S.D. Jgc 'o S.D. \ \ 110v \ SD.i@c/ TO SWITCH BELOW. -Axazu "Z‘k\ ®® s=L C ICA 1/4"=1'-0" O e, 110v S.D. d REVIEWED FOR CODE COMPLIANCE APPROVED MAR 1 3 2013 City of Tukwila BUILDING DIVISION / I----- 1 1 L_ W/ OPT. COPYRIGHT 2007 Landmark Design Inc. ALL RIGI-ITS RESERVED W/ OPT. ELEC. PANEL CLG OUTLET N 9 \ MAIN —LOOS E,ECTRICA 1/4"=1'-0" RECEIVED CITY OF TUKWILA MAR 1 1 2013 PERMIT CENTER ELECTRICAL KE)- OVERHEAD E ( OVERHEAD CAN OUTLET DUPLEX OUTLET 220V OUTLET COMBO. EXT. FAN (VTOS) 4 LIGHT COMBO SMOKE ALARM - CARBON MONO. DET. 110 V W/ BATTERY BACKUP CABLE T.V. JACK 3& glrio PHONE UNDER COUNTER LIGHTS GAS OUTLET HOSE BIBS EXT. FAN VTOS V 4 1. Contractor or builder must verify all dimensions before proceeding with construction. 2. This plan was designed to be marketed throughout many municipalities. The purchaser must verify compliance with all local applicable building codes where the home is to be constructed. 3. Purchaser should have plans reviewed by a lic— ensed builder and struct— ural engineer for compli— ance to specific site con— ditions. 4. These plans should not be altered by other than a qualified designer, archi— tect, or structural engineer. Plan No: L2M-2532 Date: 2-1-13 6 GLNE AL STCT .RAL \OT S ALL CONSTRUCTION SHALL BE IN CONFORMANCE UJITH NE INTERNATIONAL BUILDING CODE (IBC), 2009 EDITION, WITH WASHINGTON STATE AMENDMENTS. DESIGN LOADS: ROOF LIVE LOAD 25 PSF (SNOW) DEAD LOAD 15 PSF FLOOR LIVE LOAD 40 PSF (RESIDENTIAL) DEAD LOAD 10 PSF WIND BASIC WIND SPEED S5 MPH (3 SECOND GUST) EXPOSURE B, IW = 1.0, K Zr = 1.0 SEISMIC EQUIVALENT LATERAL FORCE PROCEDURE BEARING UJALL SYSTEM (LIGHT -FRAMED WALLS) SITE CLASS: D SEISMIC DESIGN CATAGORY: Ss = 1.5 - IBC FIGURE 1613.5(1) SDs = 1.0, IE = 1.0, R=6.5 Cs = 0.154 INSPECT IONS: NO SPECIAL INSPECTIONS ARE REQUIRED. NOTIFY THE BUILDING DEPARTMENT FOR INSPECTIONS REQUIRED BY LOCAL ORDINANCE. ALL PREPARED SOIL BEARING SURFACES SHALL BE INSPECTED BY A SOILS ENGINEER PRIOR TO PLACEMENT OF REINFORCING STEEL. FOUNDATIONS: PLACE FOOTINGS ON NATIVE OR COMPACTED SOIL WITH 1,500 PSF SEARING CAPACITY (ASSUMED). BOTTOM OF EXTERIOR FOOTINGS SHALL BE MINIMUM 1'-6" BELOW OUTSIDE FINISHED GRADE. BACKFILL WALLS WITH A WELL DRAINING MATERIAL FREE OF ORGANIC OBJECTS OR DEBRIS. CONCRETE: THE SELECTION OF MATERIALS FOR AND THE MIXING AND PLACING OF ALL CONCRETE SHALL CONFORM TO NE REQUIREMENTS OF THE INTERNATIONAL BUILDING CODE, 2009 EDITION. MATERIALS SHALL BE PROPORTIONED TO PRODUCE A DENSE, WORKABLE MIX HAVING A MAXIMUM SLUMP OF 4 INCHES WH1C1-1 CAN BE PLACED WITHOUT SEGREGATION OR EXCESS FREE SURFACE WATER. USE MINIMUM F'c = 3,000 P5I WITH 5.5 SACKS OF CEMENT PER CUBIC YARD OF CONCRETE AND A MAXIMUM OF 52 GALLONS OF WATER PER 94 LB SACK OF CEMENT. ALL CONCRETE SHALL CONTAIN AN AIR ENTRAINING AGENT. THE AMOUNT OF ENTRAINED AIR 51-IALL BE 41/2% ±1.5% BY VOLUME. MAXIMUM SIZE OF AGGREGATE IS 11/2". ALL CONCRETE SHALL BE POURED MONOLITHICALLY BETWEEN CONSTRUCTION OR EXPANSION JOINTS UNLESS SHOWN ONHERUISE. CONCRETE PURVEYORS/SUPPLIERS DELIVERY OR BATCH TICKET TO SE 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 I'-6" MINIMUM UNLESS OTHERWISE SHOWN. PROVIDE ELBOW BARS (32 DIA.) TO LAP HORIZONTAL STEEL AT CORNERS AND INTERSECTIONS IN FOOTINGS AND WALLS. REINFORCEMENT SHALL BE ACCURATELY PLACED AND ADEQUATELY SUPPORTED BY APPROVED CHAIRS, SPACERS, OR TIES AND SECURED IN PLACE DURING GROUT OR CONCRETE PLACEMENT. MINIMUM CONCRETE COVER FOR REINFORCING STEEL: USE PROTECTION SLAB AND WALL BARS: INTERIOR FACES EXPOSED TO WEATHER OR EARTH FOOTING BARS 11/211 11/2" (#5 AND SMALLER) 2" (#6 AND LARGER) 3" TIMBER: ALL LUMBER SHALL BE AS FOLLOWS UNLESS NOTED OTHERWISE: BEAMS DF*2 OR SETTER POSTS I -P2 OR SETTER 2x FRAMING I -P2 OR BETTER ALL 2x TIMBER SHALL BE KILN DRIED. ALL GRADES SHALL CONFORM TO "WUP4 GRADING RULES FOR WESTERN LUMBER", LATEST EDITION. ALL WOOD IN CONTACT WITH CONCRETE SHALL BE PRESSURE TREATED. RE -TREAT ALL CUT ENDS, NOTCHES, AND DRILLED HOLES IN ACCORDANCE UITH AUP4 M4. MAINTAIN MINIMUM 6" CLEAR BETWEEN WOOD AND EXPOSED EARTH. MAINTAIN S" CLEAR BETWEEN EXPOSED EARTH AND NON -TREATED WOOD AT EXTERIOR FOUNDATION WALLS. ALL NAILS 51-IALL BE GALVANIZED BOX OR COMMON NAILS. FASTENERS IN CONTACT WITH PRESERVATIVE -TREATED WOOD SHALL BE OF HOT -DIPPED ZINC -COATED GALVANIZED STEEL OR STAINLESS STEEL IN ACCORDANCE WITH SECTION IBC 2304.9.5. ALL MINIMUM NAILING SHALL BE PER IBC TABLE 23049.1 U.N.O. MACHINE BOLTS TO SE A-301. BOLT HEADS AND NUTS BEARING AGAINST WOOD SHALL BE PROVIDED WITH: STANDARD CUT WASHERS. MISCELLANEOUS HANGERS TO BE 'SIMPSON' OR ICC APPROVED EQUAL. ALL HANGERS TO BE FASTENED TO WOOD WITH PROPER NAILS AND ALL HOLES 51-IALL BE NAILED. GLUED LAMINATED UJOOD MEMBERS: GLUED LAMINATED WOOD BEAMS (GLS) 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 142" DIAMETER. 41TC STAMP AND CERTIFICATION REQUIRED. PREFABRICATED JOISTS: JOISTS SHALL BE 45 NOTED ON THE PLANS AND AS MANUFACTURED BY TRUSS JOIST WEYERHAEUSER OR APPROVED EQUIVALENT. JOISTS TO BE ERECTED IN ACCORDANCE WITH THE PLANS AND THE MANUFACTURER'S DRAWINGS AND INSTALLATION INSTRUCTIONS. CONSTRUCTION LOADS BEYOND THE DESIGN LOADS ARE NOT PERMITTED. PROVIDE ERECTION BRACING UNTIL SHEATHING MATERIAL 1-145 BEEN INSTALLED. PROVIDE SOLID BLOCKING AT CONCENTRATED LOADS FROM ABOVE AND UES STIFFENERS PER MANUFACTURER'S DIRECTIONS. JOIST HANGERS TO BE SIZED AND PROVIDED BY THE MANUFACTURER OR SUPPLIER PARALLEL STRAND LUMBER (PSL): PARALLEL STRAND LUMBER (PSL) TO BE BY TRUSS JOIST WEYERHAEUSER (PARALLAM) OR APPROVED EQUIVALENT (Fb = 2,900 P5I, E = 2.0 x 106 P5I). MATERIAL SHALL BE DESIGNED 4 MANUFACTURED TO THE STANDARDS SET FORTH IN ESR -1351. SEARING LENGTH SHALL NOT BE LESS THAN 13/4". DO NOT CUT OR NOTCH BEAMS WITHOUT PRIOR APPROVAL OR ENGINEER HEEL CUTS 51-I4LL NOT OVERHANG INSIDE FACE OF SUPPORTING MEMBER. BEARING WALL FRAMING: ALL DOOR AND WINDOW HEADERS NOT CALLED OUT OR OTHERWISE NOTED ON THE PLANS SHALL BE 4x6 DF2 WITH ONE CRIPPLE AND ONE STUD EACH END FOR OPENINGS 5'-0" OR LESS AND TUJO CRIPPLES AND ONE STUD FOR OPENINGS MORE THAN 5'-0" WIDE. ALL COLUMNS NOT CALLED OUT ON THE PLANS SHALL BE TUJO (2) STUDS. SPIKE LAMINATED COLUMNS TOGETHER WITH 16d 0 12" 0.C. STAGGERED. STAGGER SPLICES AT TOP PLATES MINIMUM 4S" AND NAILS WITH 16d e S" 0.C. SHEAR WALLS: ALL SHEAR UJALL SHEATHING NAILING AND ANCHORS SHALL BE AS DETAILED ON THE DRAUJINGS AND NOTED IN THE SHEAR WALL SCHEDULE. USE APA RATED SHEATHING (24/16) WITH A MINIMUM PANEL EDGE NAILING OF Sd 6 6" O.C. UNLESS NOTED OTHERWISE. ALL SHEAR WALL NAILING SHALL BE COMMON WIRE OR GALVANIZED SOX NAILS. FASTENERS IN PRESERVATIVE -TREATED WOOD SHALL BE OF IHOT DIPPED ZINC -COATED GALVANIZED STEEL OR STAINLESS STEEL. BLOCK ALL UNSUPPORTED PANEL EDGES. ALL HEADERS SHALL HAVE STRAP CONNECTORS TO THE TOP PLATE AT EACH END WHEN THE HEADER INTERRUPTS THE TOP PLATE. USE 'SIMPSON' MSTA24 CONNECTOR U.N.O. FLOOR AND ROOF FRAMING: DIMENSIONAL FRAMING MEMBERS SHALL BE FREE OF SPLITS, CHECKS, AND SHAKES. PROVIDE DOUBLE JOISTS UNDER ALL PARALLEL PARTITIONS THAT EXTEND OVER MORE THAN HALF THE LENGTH AND ALL AROUND ALL OPENINGS IN FLOORS AND ROOFS U.N.O. APPLY 3/4" RATED SHEATHING (40/20) GLUED AND NAILED TO FLOOR FRAMING MEMBERS WITH Sd COMMON OR GALVANIZED BOX NAILS AT 6" O.C. AT ALL SUPPORTED EDGES AND Sd COMMON OR GALVANIZED BOX NAILS AT 12" 0.C. AT INTERIOR SUPPORTS. APPLY 142" RATED SHEATHING (24/16) ON ROOF NAILED TO STIFFENERS OR RAFTERS WITH Sd COMMON OR GALVANIZED 150X 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 THE STATE OF WASHINGTON. THE TRUSS ENGINEER SHALL ASSUME ALL RESPONSIBILITY FOR THE WORK OF ALL SUBORDINATES INVOLVED IN THE PREPARATION OF THE TRUSS PLACEMENT PLAN AND TRUSS DESIGN DRAWINGS. EACH TRUSS SHALL BE PLANT FABRICATED AND SI-IALL SEAR 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 SHALL 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. THE CONTRACTOR SHALL PROVIDE TEMPORARY BRACING AS REQUIRED UNTIL ALL PERMANENT CONNECTIONS AND STIFFENERS HAVE BEEN INSTALLED. THE CONTRACTOR SHALL COORDINATE UITH THE BUILDING DEPARTMENT FOR ALL BUILDING DEPARTMENT REQUIRED INSPECTIONS. DO NOT SCALE DRAWINGS. USE ONLY URITTEN DIMENSIONS. THE DETAILS SHOWN ARE TYPICAL AND SHALL BE USED FOR LIKE OR SIMILAR CONDITIONS NOT 51-1OWN. VARIATIONS AND MODIFICATIONS TO WORK SHOWN ON THE DRAWINGS SHALL NOT BE CARRIED OUT WITHOUT THE WRITTEN PERMISSION FROM THE ARCHITECT OR ENGINEER. 5 =AR ALL SC- =D‘,LE REV C CODE OMPLIANCE APPROVED MAR 1.3 2013 City of Tukwila BUILDING DIVISION MARK MINIMUM SHEATHING (1) SHEATHING NAILING (1) ANCHOR BOLTS (3) REMARKS (4) 548" T1-11 Sd 6 6" 0.C. 5/8" e 60" O.C. Qall = 230 PLF A> OR 1/2" 055 5/8" T1-11 Sd 6 4" 0.C. 5/8" e 32" 0.C. Qa I l = 350 PLF 5> OR 1/2" 056 1/2" CDX Sd 0 3" O.C. 5/8" e 16" O.C. Qa II = 450 PLF OR OSB USE 3x STUDS AT ABUTTING PANEL EDGES 4 STAGGER NAILS 142" CDX Sd 0 2" O.G. 5/8" e 16" O.G. Qali = 600 PLF r -D> OR OSB USE 3x STUDS AT ALL PANEL EDGES 4 STAGGER NAILS SEE DETAIL 12 / 52.0 FOR CONSTRUCTION NOTES 1) ALL U4LLS DESIGNATED" p" ARE SHEAR WALLS. EXTERIOR WALLS SHALL BE SHEATHED WITH RATED SHEATHING (24/0) AND NAILED AT ALL PANEL EDGES (BLOCKED) PER SCHEDULE. EDGE NAILING AT T1 -II PANELS SHALL BE THROUGH EACH EDGE OF EACH PANEL. NAILING AT INTERMEDIATE FRAMING TO BE AT 12" 0.C. NAILING NOT CALLED OUT SHALL BE PER IBC TABLE 2304.9.1. 2) HOLDOUNS AND OTHER FRAMING HARDWARE BY SIMPSON STRONG TIE OR EQUIVALENT TO BE USED PER PLAN. ENDS OF SHEAR WALLS SHALL USE DOUBLE STUDS MINIMUM. 3) USE MINIMUM OF TWO (2) BOLTS PER SILL PIECE UITH ONE BOLT LOCATED NOT MORE THAN 12" NOR LESS THAN 5" FROM EACH END OF EACH PIECE. EMBED BOLTS MINIMUM OF 1" INTO CONCRETE, WASHERS TO BE 3" x 3" x 1/4" PER IBC SECTION 2303.12.3 AND OF NOT -DIPPED ZINC -COATED GALVANIZED STEEL. 4) ALLOWABLE LOADS ARE PERMITTED TO BE INCREASED 40% FOR WIND DESIGN IN ACCORDANCE WITH IBC SECTION 2306.3. LSTA30 - NDR 4 SILL TO 3x BLOCKING. (TIP. 2 PLACES) 4x12 7 \1\\\\1 fl I,/ ,\>6./ ////////,//,4 J_ UPPER FLOOR 'B' A = 1,394 Sp FT L — L____1 7,9 SHEATHING 4 NAILING PER PLAN OR SCHEDULE. Sd 6 4" 0.C. ROOF SHEATHING PER PLAN TRUSS OR RAFTER PER PLAN 2x NAILER OR TRUSS wu/ I6d 6 S" 0.C. NOTE: SEE ARCH FOR FLASHING REQUIREMENTS. 2x BLOCKING I 11 1111''' 2x STUD ROOF FRAMING ' 51-IEAR WALL SCALE: 1" = 1'-0" ISSUE FOR FERMIT s • (TYP. OF 2) LSTA30 - NDR E SILL TO 3x BLOCKING. (TYP. 2 PLACES) x 10 UPPED FLOOR 'A' A = 1,401 SQ FT — L ---J /C\ A7sTc� LSTA30 - NDRII 4 SILL —33(—BLOCKING. (TYP. 2 PLACES) LSTA30 - NDR 4 SILL TO 3x BLOC NG. (TYP. 2 PLACES) 31/2 X 9 — GLIB D // 51/4 x PSL 512 x I8 GLIB MAIN FLOOR A = 1,131 SQ FT 4x10 �-- - ---1 /,,,////,//„//////7i/,/,////,////,i/ /B A = 391 SQ FT 51/2 x 13.5 GLB (ELEV. 'A') 51/2 x'18 GLIB (ELEV. 'B') (3) 2 x 12 0 l3,Os11 RECEIVED CITY OF TUKWILA MAR 1 1 2013 PERMIT CENTER 0OIFYRIGHT 2013, SEGA ENGINEERS • T Structural & Civil Consulting Engineers • Black Diamond, Washington 98010 22939 SE 292nd Place (360) 886-1017 • FAX 886-1016 JOB 1/2" RATED SHEATHING - Sd66"O.C. 2x VENTED BLOCKING. END NAIL TO TRUSS 6 EACH END w/ (2) Sd. 'SIMPSON' 1-11 FRAMING ANCHOR EACH TRUSS. USE 1-110-2 AT DBL TRUSS. SHEATHING AND NAILING PER PLAN OR SCHEDULE. TRUSS PER PLAN DBL 2x TOP PLATE. LAP SPLICE 4'-0" MIN. & NAIL w/ 16d e 6" O.C. STAGGERED 2x FRAMING PER PLAN. (BEAM AT SIM) TYPICAL ROOF FRAMING CONNECTION 52.0 SCALE: 1" = 1'-0" 112" RATED SHEATHING Sd66"O.C. GABLE END TRUSS. SEE MANUFACTURER'S DRAWINGS FOR OUTRIGGER LOCATIONS. DBL 2x TOP PLATE. LAP SPLICE 4'-0" MIN. 4 NAIL w/ 16c1 a 6" O.C. STAGGERED. SHEATHING 4 NAILING PER PLAN OR SHEAR WALL SCHEDULE. 'SIMPSON' 435 0 4S" O.C. (16" O.G. 6 SIM) 2x BRACE PER TRUSS SUPPLER OR 6 48" O.C. SECURE w/ 'SIMPSON' A34 EACH END. ROOF FRAMING e GABLE END 52.0 SCALE: 1" = 1'-0" EXTERIOR SHEATHING PER PLAN OR SCHEDULE 2x BLOCKING w/ 1601 NAIL e S" O.C. 1/2" RATED SHEATHING RAFTER OR TRUSS PER PLAN 2x BLOCKING 2x STUD PER PLAN 3 LOUDER ROOF FRAMING 6 SHEAR WALL 2.0 SCALE: 1" = 1'-0" 'SIMPSON' HOLDOUJN STRAP PER PLAN SHEATHING 4 NAILING PER PLAN. SPLICE TO OCCUR ON COMMON MEMBER OR BLOCKING SOLE PLATE NAILING. USE 16d 6 16" 0.C. MIN. SOLID RIM JOIST (3) Sd JOIST -TO -TOP PLATE U.N.O. MAINTAIN MIN. 112" END DISTANCE. 2x FRAMING PER PLAN. (BEAM AT SIM.) " SUBFLOOR JOIST PER PLAN 2x DBL TOP PLATE. LAP SPLICE 4'-0" MIN. 4 NAIL w/ 16d 6 6" 0.C. STAGGERED. TYPICAL FLOOR FRAMING CONNECTION 52.0/ SCALE: 1" = 1'-0" 2x JOIST PER PLAN Sd 6 4" 0.C. 3/4" SUBFLOOR 2x BLOCKING w/ A35 FRAMING ANCHOR TO TOP PLATE. SHEATHING 4 NAILING PER PLAN OR SCHEDULE. 2x FRAMING PER PLAN. (BEAM AT SIM.) FRAMING AT INTERIOR SMEAR WALL 52.y SCALE: 1" = 1'-0" SHEATHING 4 NAILING PER PLAN OR SCHEDULE. SPLICE TO OCCUR ON COMMON MEMBER OR BLOCKING. MSTC HOLDOUJN PER PLAN I6d 0 16" 0.C. SOLE PLATE NAILING. JOIST PER PLAN LUS210 HANGER BEAM PER PLAN SHEAR WALL FRAMING AT BEAM 82.0 SCALE: 1" = 1'-0" 1601 0 16" 0.G. SOLE PLATE NAILING. Sd 6 6" 0.C. UNO 344 SUBFLOOR JOIST PER PLAN BEAM PER PLAN SHEAR WALL FRAMING AT FLUSH BEAM SCALE: 1" = 1'-0" SHEATHING 4 NAILING PER PLAN OR SCHEDULE MSTC HOEDOWN PER PLAN 4111 �e.71t .,..,, LUS24 HANGER BY TRUSS SUPPLIER (2) ROWS I6d 0 4" 0.0. SOLE PLATE NAILING - STAGGER. Sd ' 6" 0.C. UNO " SUBFLOOR JOIST PER PLAN LUS210 HANGER BEAM PER PLAN SI-4EAR WALL FRAMING AT FLUSH BEAM SCALE: 1" = 1'-0" SHEATHING 4 NAILING PER PLAN OR SCHEDULE 11 16d 0 S" 0.C. SOLE PLATE NAILING. Sd 6 6" 0.C. UNO " SUBFLOOR Ail JOIST PER PLAN BEAM PER PLAN SHEAR WALL FRAMING AT FLUSI—I BEAM 52.0 SCALE: 1" = 1'-0" 1/2" RATED SHEATHING w/ Sd ' 4" O.C. TO FRAMING TRUSS PER PLAN NOTE: TRUSS TO DEVELOP CAPACITY of CONNECTOR 'SIMPSON' CONNECTOR PER PLAN. 2x STUD (NOT e SIM) DBL 2x TOP PLATE. (BEAM AT SIM.) DRAG STRUT CONNECTION SCALE: 1" = I'-0" DBL 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 SCALE; 1" =11-0" DATE: 11/13/12 ISSUE FOR PER 1/2" RATED SHEATHING 4 NAILING PER SCHEDULE. 3x BLOCKING (TTP) a 1 SNEAK WALL FORCE TRANSFER DETAIL 52.0 SCALE: 1" = 11-0" Dr) & Civil Consulting Engineers Structural • Black Diamond, Washington 98010 22939 SE 292nd Place REVIEWED FOR CODE COMPLIANCE APPROVED MAR 13 2013 City of Tukwila BUILDING DIVISION 'SIMPSON' AC CAP (ALT. Ix4 GUSSET EA SIDE w/ (6) Sd ) 4x4 PT POST (4x6 AT SPLICE) 'SIMPSON' MAB ANCHOR (ALT. 434 ANCHOR TWO SIDES) S" FTG PER PLAN FINISH GRADE 73/41' SUBFLOOR 2x BLOCKING JOIST PER PLAN + + IS" MIN. 12" MIN. 13 FLOOR FRAMING AT CRAWL SPACE 82.0 SCALE: 1" = 1'-0" LSTA24 STRAP (FAR SIDE) 2x TOP PLATE HDR PER PLAN. —\ 16" MINIMUM 10'-0" MAXIMUM + • + • TOP OF STEM WALL ELEV. VARIES 'SIMPSON' HOLDOWN PER L PLAN. USE STHD14 UNO. RECEIVED CITY OF TUKWILA MAR 112013 PERMIT CENTER • • • • NAIL SHEATHING TO HDR w/ Sd 6 3" 0.C. EACH WAY. FASTEN TOP PLATE TO HEADER w/ (2) ROWS I6d AT 3" 0.C. (2) 2x STUDS (TYP.) 4x BLOCKING 6 MIDDLE 24" IF REQUIRED. RATED SHEATHING (24/0 EXP I). NAIL w/ (2) ROWS Sd 6 3" 0.C. AT PANEL EDGES. (2) 2x PLATE. (NAIL SHT'G TO EA PLATE) 2x PT SILL (2) 543"4) ANCHOR BOLT w/ MIN. 1" EMBEDMENT 4 3" x 3" x 1/4" / GALVANIZED IE WASHER. FOUNDATION PER PLAN, MIN. S" THICK STEM WALL w/ #4 BAR HORIZ. TOP 4 BOTTOM. 12PORTAL FRAME PANEL 52.0 SCALE: NONE COPYRIGHT 2012, SEGA ENGINEERS O J015 09-089