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Permit D07-034 - GREEN RESIDENCE - LOT 4 - NEW HOUSE
GREEN RESIDENCE LOT 4 4234 S 150 STREET D07.034 Parcel No.: 0042000098 Address: 4234 S 150 ST TUICW Suite No: Tenant: Name: GREEN RESIDENCE, LOT 4 Address: 4234 S 150 ST , TUKWILA WA Cityf Tukwila Owner: Name: PEDERSON TED Address: 27148 12 AV S , DES MOINES WA 98198 Phone: Contact Person: Name: COREY GREEN Address: 32401 NE 8 , CARNATION WA 98014 Phone: 425 333 -0708 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 Contractor: Name: OWNER AFFIDAVIT - WILLIAM GREEN Address: 4234 S 150 ST - LOT 4 , TUKW1LA WA 98188 Phone: Contractor License No: DEVELOPMENT PERMIT Expiration Date: DESCRIPTION OF WORK: CONSTRUCTION OF 3324 SF SFR WITH 416 SF ATTACHED GARAGE AND 92 SF DECK. PUBLIC WORKS ACTIVITIES INCLUDE: TESC, LAND ALTERING, AND STORM DRAINAGE. WATER DIST. 125 & VAL -VUE SEWER DIST. Value of Construction: $321,740.04 Fees Collected: $6,316.77 Type of Fire Protection: SPRINKLERS International Building Code Edition: 2003 Type of Construction: VB Occupancy per IBC: 22 * *continued on next page ** Permit Number: D07 -034 Issue Date: 06/04/2007 Permit Expires On: 12/01/2007 doc: IBC-10 /06 007 -034 Printed: 06-04 -2007 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N Fire Loop Hydrant: N Flood Control Zone: N Hauling: N Land Altering: Y Landscape Irrigation: N Moving Oversize Load: N City o 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 Sanitary Side Sewer: N Sewer Main Extension: N Private: Storm Drainage: Y Street Use: N Profit: N Water Main Extension: N Private: Water Meter: N Permit Center Authorized Signature: LL)..<. Date: to ` t -U -07 I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or th p rfo ce of work. I am authorized to sign and obtain this development permit. Signature: 6 Date: Print Name: Number: 0 Start Time: Volumes: Cut 50 c.y. Start lime: Permit Number: D07 -034 Issue Date: 06/04/2007 Permit Expires On: 12/01/2007 Size (Inches): 0 End lime: Fill 50 c.y. End lime: Public: Non - Profit: N Public: 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. doc: IBC -10/06 D07 -034 Printed: 06-04 -2007 Parcel No.: 0042000098 Address: Suite No: Tenant: 4234 S 150 ST TUKW 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 GREEN RESIDENCE, LOT 4 1: ** *BUILDING DEPARTMENT CONDITIONS * ** PERMIT CONDITIONS Permit Number: Status: Applied Date: Issue Date: D07 -034 ISSUED 02/05/2007 06/04/2007 2: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the Building Official. 3: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431 - 3670). 4: All permits, inspection records, and approved plans shall be at the job site and available to the inspectors prior to start of any construction. These documents shall be maintained and made available until final inspection approval is granted. 5: Truss shop drawings shall be provided with the shipment of trusses delivered to the job site. Truss shop drawings shall bear the seal and signature of a Washington State Professional Engineer. Shop drawings shall be maintained on the site and available to the building inspector for inspection purposes. 6: All construction shall be done in conformance with the approved plans and the requirements of the International Building Code or International Residential Code, International Mechanical Code, Washington State Energy Code. 7: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 8: All wood to remain in placed concrete shall be treated wood. 9: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 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 Cityof Tukwila doc: Cond -10/06 D07 -034 Printed: 06-04 -2007 Permit Center. 18: ** *FIRE DEPARTMENT CONDITIONS * ** 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 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. 19: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 20: All electrical work and equipment shall conform strictly to the standards of the National Electrical Code. (NFPA 70) 21: Each circuit breaker shall be legibly marked to indicate it's purpose. (NEC 110 -22) 22: 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) 23: For short plat development (four single family homes or less), hydrants shall be placed so that a hydrant is within 250 feet of a building. Distance from a hydrant to a building is measured along the path of vehicular travel. (City Ordinance #2052) 24: The minimum fire flow and flow duration requirements for one - and two-family dwellings having a fire area which does not exceed 3,600 square feet (344.5 m2) shall be 1,000 gallons per minute (3785.4 L/min.). Fire flow and flow duration for dwellings having a fire area in excess of 3,600 square feet (344.5 m2) shall not be less than that specified in Table A- III -A -1. Exception: A reduction in required fire flow of 50 percent, as approved by the chief, is allowed when the building is provided with an approved automatic sprinkler system. (IFC Appendix B105.1) 25: 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) 26: Fire hydrants shall conform to American Water Works Association specifications C- 502 -54; it shall be compression type, equipped with two 2 -1/2" N.S.T. hose ports and one 5" Storz pumper discharge port, and shall have a 1 -1/4" Pentagon open -lift operating nut. (City Ordinance #2052) 27: Maximum grade for all projects is 15 %. 28: Adequate ground ladder access to rescue windows shall be provided. 29: Acceptance of residential fire sprinkler systems shall include field verification of GPM and residual pressures meeting or exceeding the listing for the sprinkler type. 30: In lieu of a fire hydrant, an approved residential fire sprinkler system may be installed when vehicular travel distance from the nearest hydrant exceeds 150 feet. 31: 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 the W.S.R.B., Factory Mutual, Industrial Risk doc: Cond -10/06 D07 -034 Printed: 06-04 -2007 Insurers Kemper or any other representative designated and/or recognized by the City of Tukwila, prior to submittal to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance #2050) 32: Fire Department access and existing hydrants shall be constantly maintained during demolition and construction. 33: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 34: These plans were reviewed by Inspector 514. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 -4407. 35: ** *PUBLIC WORKS DEPARTMENT CONDITIONS * ** 36: Contractor shall notify Public Works Project Inspector Mr. Greg Villanueva at (206)433 -0179 of commencement and completion of work at least 24 hours in advance. 37: Any material spilled onto any street shall be cleaned up immediately. 38: 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. 39: The Land Altering Permit Fee is based upon an estimated 50 cubic yards of cut and 50 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. 40: From October 1 through April 30, cover any slopes and stockpiles that are 3H: 1V or steeper and have a vertical rise of 10 feet or more and will be unworked for greater than 12 hours. During this time period, cover or mulch other disturbed areas, if they will be unworked more than 2 days. Covered material must be stockpiled on site at the beginning of this period. Inspect and maintain this stabilization weekly and immediately before, during and following storms. 41: Driveways shall comply with City residential standards. Driveway width shall be a 10' minimum and 20' maximum. Slope shall be a maximum of 15 %. Turning radii shall be a minimum of 5'. 42: ** *PLANNING DIVISION CONDITIONS * ** 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 43: All retaining walls greater than 36 inches in height must meet setbacks. Please note that separate permits from the Building Division are required for certain types of retaining walls. 44: A temporary construction fence shall be installed along the 35 foot buffer area. No construction equipment shall be used or stored within the buffer area. Additionally, no debris, garbage, or waste may be deposited within the buffer area. 45: Prior to final approval, a split rail fence shall be installed along the 35 foot buffer area. The signs shall note the following: "Protection of this natural area is in your care. Alteration or disturbance is prohibited pursuant to TMC Chapter 18.45. Please call the City of Tukwila for more information. Signs shall be placed at 50 foot intervals along the fence. Additionally, two signs shall be installed along S. 150th Street. See site map for specific locations. doc: Cond -10/06 * *continued on next page ** D07 -034 Printed: 06-04 -2007 I hereby certify that I have read these conditions and will comply with them as outlined. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provision of any other work or local laws regulating construction or the performance of work. Signature: 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 Print Name: 14 /i1 Date: C doc: Cond -10/06 007 -034 Printed: 06-04 -2007 co E -Mail Address: Company Name: Mailing Address: Community Developme{{ 7epartment Public Works Departmen Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.citukwila.wa.us SITE LOCATI /L4_ // King Co Assessor's Tax No.: (90q z. ao -o Q- 0- O 6 Site Address: 50 (S''O 60 T y Suite Number: Floor: Tenant Name: New Tenant: El .... Yes Property Owners Name: Mailing Address: [ 'ACT PEW N. who do we contact when your permit is ready to; tte issu - 4 1 ■1 Name: Mailing Address: 3; 1 en GENERAL CONTRACTOR INFORMATION (Contractor Information for Mechanical (pg 4) for Plumbing and Gas Piping (pg 01.4,04 g "dt2' - City Contact Person: Day Telephone: E -Mail Address: Fax Number: Contractor Registration Number: Expiration Date: ARCHITECT, OF RECORD - All plans must be wet stamped by Architect of Reim' Company Name: Ck ki'EGAV N ti rr Fk V3 CST Mailing Address: 029 IS 1 Li 2. 1 Avg 1`t W vim D 1 !fit 1 (Ai e 13k Q $©, 2 City State Zip Contact Person: Day Telephone: q 2-5 y g5' -- ©C) _ E -Mail Address: U1Wtt) AA� __ • l G6 rij s Mw ' Cz ' tA. ENGINEER OF RECORD - plans must be wet stamped by Engineer of Record Company Name: — fib * �G l sc E4, e Mailing Address: > 3 t 1 a. 4 5. S W %13iUtb W P$ ` : 02G City State Zip Contact Person ', „.b U _ � • Day Telephone: t 2.-5-/ -7 ?a - Z 9 E -Mail Address: Fax Number: -12 - 715 - , 13 Q:\Applications\Porms- Applications On Line\3 -2006 - Permit Application.doc Reviled: 9 -2006 bh 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 ** City State Zip Day Telephone: 1 / ,2S 3_? 0 City Fax Number: State Zip State ..No Zip Fax Number: y 2.5- `L 8 7 - 4 Sg S Page 1 of 6 Valuation of Project (contractor's bid price): $ L. 00 .OQQ - Scope of Work (please provide detailed information): A11AA.h sib F, LG �`� Q_rzs Existing Building Valuation: $ " Will there be new rack storage? ❑.... Yes No If yes, a separate permit and plan submittal will be required. PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑ Yes ❑ No If "yes ", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: Sprinklers ❑ Automatic Fire Alarm ❑ None ❑ Other (specify) Will th re a storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes gr No If `yes', attach list of materials and storage locations on a separate 8-1/2" x 11 " paper including quantities and Material Safety Data Sheets. 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. Q:\Applications\Fonns- Applications On Line\3 -2006 - Permit Application.doc Revised: 9 -2006 bh Page 2 of 6 ,... K -.41!o- .. -u1 /y... Scope of Work (please provide detailed information): Water District `�❑ Tukwila Water District #125 ❑ .. Highline ' 1 ...Water Availability Provided Sewer District ❑ ...Tukwila ,_, VaIVue ❑ .. Renton ❑ ...Seattle ❑ ...Sewer Use Certificate �� ••• Sewer Availability Provided 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. Su itted with Application (mark boxes which apply): .. Civil Plans (Maximum Paper Size — 22" x 34") ...Technical Information Report (Storm Drainage) ❑ ...Bond ❑ .. Insurance ❑ .. Easement(s) Proposed Activities (mark boxes that apply): ❑ ...Right -of -way Use - Nonprofit for less than 72 hours ❑ .. Right -of -way Use - Profit for less than 72 hours W ❑ ght -of -way Use - No Disturbance ❑ .. Right -of -way Use — Potential Disturbance ...Construction/Excavation/Fill - Right -of -way Non Right -of -way ',/ 'Total Cut _ 0 cubic yards QTotal Fill LL O cubic yards ❑ ...S>t�i v tary iae S`wU ❑ ...Cap or Remove Utilities ❑'...Frontage Improvements ❑ ...Traffic Control ❑ ...Backflow Prevention - Fire Protection Irrigation ��.,..,, '�" Domestic Water ❑ ...Permanent Wat r Meter Sine. ❑ ...Temporary Water Meter Size.. ❑ ...Water Only Meter Size ❑ ...Sewer Main Extension Public ❑ ...Water Main Extension Public Please refer to Public Works Bulletin #1 for fees and estimate sheet. „ ❑ . Abandon Septic Tank ❑ .. Curb Cut ❑ .. Pavement Cut ❑ .. Looped Fire Line „ Q: NApplications\Forms- Application, On Line\3 -2006 - Permit Application.doc Revised: 9 -2006 bh Call before you Dig: 1- 800 -424 -5555 WO# WO# WO# Private Private IrJ •• GGeotechnical Report ❑ .. Maintenance Agreement(s) ❑ .. Work in Flood Zone N Z Storm Drainage ❑ ...Renton ❑ .. Grease Intercceptor ❑ .. Channelization ❑ .. Trench Excavation ❑ .. Utility Undergrounding ❑...Deduct Water Meter Size ❑..Traffic Impact Analysis Hold Harmless — (SAO) ❑...Hold Harmless — (ROW) FINANCE INFORMATION Fire Line Size at Property Line ❑...Water ❑...Sewer Monthly Service Billing to: Name: Mailing Address: Water Meter Refund/Billing: Name: Mailing Address: Number of Public Fire Hydrant(s) ❑ ...Sewage Treatment Day Telephone: City State Zip Day Telephone: City State Zip Page 3 of 6 Unit Type: ; ..' : Qty : Unit Type: „: : - Qty Unit Type:. Qty Boiler /ComRtr r Qty , Furnace<100K BTU Air Handling Unit >10,000 CFM Fi1'Damper 0 -3 HP /100,0Q00.Ii -.3 y � Fumace>100K BTU Evaporator Cooler Diffuser 3 -15 HP /500,000 BTU Floor Furnace Ventilation Fan Connected to Single Duct Thermostat 15 -30 HP /1,000,000 BTU Suspended/Wall/Floor Mounted Heater Ventilation System Wood/Gas Stove 30 -50 HP /1,750,000 BTU Appliance Vent Hood and Duct Emergency Generator 50+ HP /1,750,000 BTU t • Repair or Addition to Heat/Refrig/Cooling System Incinerator - Domestic Other Mechanical Equipment $'i : , ! , ' CV.t .t'' Air Handling Unit <10,000 CFM Incinerator — Comm/Ind RMA TY MECHANICAL CONTRACTOR INFORMATION Company Name: �C r"` l� r t f-Q .� . 1 �c Mailing Address: 1q012. 2 q At) t.' tg i pre_rmA City 731 Zip Contact Person: c �-f - Day Telephone: 25-3 - - E -Mail Address: Fax Number: Z - 31 - 37.5 1 Contractor Registration Number: C... 17 L r k 1 0 (0 6 PC Expiration Date: q -30 - zob --) Valuation of Mechanical work (contractor's bid price): $ `_ i i Scope of Work (please provide detailed information): Use: Residential: New :.;..] Replacement .... 0 Commercial: New .... Replacement ....0 Fuel Type: Electric 0 Gas Other: Indicate type of mechanical work being installed and the quantity below: Q:\Applications\Fotms- Applications On Line\3 -2006 - Permit Application.doc Revised: 9 -2006 bh Page 4 of 6 1 rt T ttrtwa.r 4 at v a at�a.+�++= i• — PLUMBIG AND GAS PIPING CONTRAC OR INFORMATION Company Name: ( A-2 /+-‘ `c� To tv \ L Mailing Address: S 4 /1/1/7r1 s f/ ' qio 7 ' City State Zip Day Telephone: ` 77 2 Fax Number: Expiration Date: Z ° 22 - z 7 G / X40 77.» Contact Person: C l k (2-0 E -Mail Address: Contractor Registration Number: / 9 t / C / 0 fl Valuation of Plumbing work (contractor's bid price): $ Valuation of Gas Piping work (contractor's bid price): $ Scope of Work (please provide detailed information): / "itv ' fk','i C/- Building Use (per Int'l Building Code): Occupancy (per Intl Building Code): Utility Purveyor: Water: Indicate type of plumbing fixtures and/or gas piping outlets being installed and the quantity below: 'Fixture Type: " Fixture Type: Bathtub or combination bath/shower Bidet Clothes washer, domestic Dental unit, cuspidor Dishwasher, domestic, with independent drain Building sewer or trailer park sewer Industrial waste pretreatment interceptor, including its trap and vent, except for kitchen type grease interceptors Z Fixture Type: Drinking fountain or water cooler (per head) Food -waste grinder, commercial Floor drain Shower, single head trap Lavatory Rain water system — per drain (inside building) Repair or alteration of water piping and/or water treating equipment Fixture Wash fountain Receptor, indirect waste Sinks Urinals Water Closet Water heater and/or vent Repair or alteration of drainage or vent piping Co 3 Gas piping outlets Additional medical gas inlets/outlets — six or more Medical gas piping system serving one to five inlets/outlets for specific gas Qty.' Q:\ Applications Wonns- Applications On Line\3-2006 - Permit Application.doc Revised: 9 -2006 bh Sewer: Page 5 of 6 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. Building and Mechanical Permit The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). Plumbing Permit The Building Official may grant one extension of time for an additional period not exceeding 180 days. The extension shall be requested in writing and justifiable cause demonstrated. Section 103.4.3 Uniform Plumbing Code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNS (� ORIZED AGENT: Signature: �' Print Name: ��/(Jt V/ Mailing Address: Zip Date Application Expires 0$1 v51(4- Date Application. Accepted: Q:\Applications\Fonns- Applications On Line13 -2006 - Permit Application.doc Revised: 9 -2006 bh Day Telephone: City Date: / State Staff Initials: Page 6 of 6 QUANTITY IN CUBIC YARDS RATE Up to 50 CY Free 51 -100 $23.50 101 -1,000 $37.00 1,001 - 10,000 $49.25 10,001 — 100,000 $49.25 for 1 10,000, PLUS $24.50 for each additional 10,000 or fraction thereof. 100,001 - 200,000 $269.75 for 1 100,000, PLUS $13.25 for each additional 10,000 or fraction thereof. 200,001 or more $402.25 for 1 200,000, PLUS $7.25 for each additional 10,000 or fraction thereof. BULLETIN A2 TYPE C PERMIT FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION GR,E g c) PW may adjust estimated fees PROJECT altit) Pgb ER SoN 5 4iljrcg1441t6E s PERMIT # moo7 d a'- (@ fz3¢ S. /sots ST) If you do not provide contractor bids or an engineer's estimate with your permit application, Public Works will review the cost estimates for reasonableness and may adjust estimates. 1. APPLICATION BASE FEE 2. Enter total construction cost for each improvement category: Mobilization 500 Enter total fill volume 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 than $200,000 of A. D. 1.5% of amount over $200,000 of A. 4. TOTAL PLAN REVIEW FEE (B +C +D) 5. Enter total excavation volume 56 cubic yards 50 Use the following table to estimate the grading plan review and permit fee. f the excavation and fill volumes. 50o /loos /5oo / 000 35 cubic yards $ S"? 'rte- (4) GRADING Plan Review and Permit Fees Approved 09.25.02 Last Revised Jan. 2006 1 $ $250 (1) TOTAL PLAN REVIEW AND APPROVAL FEE DUE WITH PERMIT APPLICATION (1 +4 +5) $ 3 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. (5) QUANTITY IN CUBIC YARDS RATE 50 or less $23.50 51 -100 $37.00 101— 1,000 $37.00 for 1 100 CY plus $17.50 for each additional 100 or fraction thereof. 1,001 - 10,000 $194.50 for 1 1000 CY plus $14.50 for each additional 1,000 or fraction thereof. 10,001 - 100,000 $325.00 for the 1 10,000 CY plus $66.00 for each additional 10,000 or fraction thereof 100,001 or more $919.00 for 1 100,000 CY plus $36.50 for each additional 10,000 or fraction thereof. 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 BULLETIN A2 TYPE C PERMIT FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION PW may adjust estimated fees 6. Permit Issuance/Inspection Fee (B +C +D) 7. Pavement Mitigation Fee The pavement mitigation fee compensates the City for the reduced life span due to removal of roadway surfaces. The fee is based on the total square feet of impacted pavement per lane and on the condition of the existing pavement. Use the following table and Bulletin 1B to estimate the p 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. Approved 09.25.02 Last Revised Jan. 2006 2 $ (6) (7) $ 2 3 (8) WATER METER FEE Permanent and Water Only Meters Size (inches) Installation Cascade Water Alliance RCFC 01.01.2007 — 1231.2007 Total Fee 0.75 $600 $5297 $5897 1 $1100 $13,242.50 $14,342.50 1.5 $2400 $26,485 $28,885 2 $2800 $42,376 $45,176 3 $4400 $84,752 $89,152 4 $7800 $132,425 $148,015 6 $12500 $264,850 $277,350 Approved 09.25.02 Last Revised Jan. 2006 BULLETIN A2 TYPE C PERMIT FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION PW may adjust estimated fees 9. TOTAL OTHER PERMITS A. Water Meter — Deduct ($25) B. Flood Control Zone ($50) C. Water Meter — Permanent* D. Water Meter — Water only* E. Water Meter — Temporary* * Refer to the Water Meter Fees in Bulletin A 1 Total A through E $ (9) 10. ADDITIONAL FEES A. Allentown Water (Ordinance 1777) $ B. Allentown Sewer (Ordinance 1777) $ C. Ryan Hill Water (Ordinance 1777) $ D. Special Connection (TMC Title 14) $ E. Duwamish $ F. Transportation Mitigation $ 0O 23 °�F- G. Other Fees $ Total A through G $ b23 (10) DUE WHEN PERMIT IS ISSUED (6 +7 +8 +9 +10) $ ! 34. 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 $47.00 per inspection. 0.75" 2.5" $300 $1,000 Temporary Meter 3 okiyi 3�57a.7 QUANTITY IN CUBIC YARDS RATE Up to 50 CY Free 51 -100 $23.50 101 -1,000 $37.00 1,001 - 10,000 $49.25 10,001 — 100,000 $49.25 for 1 10,000, PLUS $24.50 for each additional 10,000 or fraction thereof. 100,001 — 200,000 $269.75 for e 100,000, PLUS $13.25 for each additional 10,000 or fraction thereof. 200,001 or more $402.25 for 1 200,000, PLUS $7.25 for each additional 10,000 or fraction thereof. BULLETIN A2 TYPE C PERMIT FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION PW may adjust estimated fees V R. PROJECT NAME E 644 ReftbENa 0-6 PERMIT # .Do?— O 4 4.23¢ S. /56 ) L�k�..� P‘PERSoN C trr If you do not provide contractor bids or an engineer's estimate with your permit application, Public Works will review the cost estimates for reasonableness and may adjust estimates. 1. APPLICATION BASE FEE 2. Enter total construction cost for each improvement category: Mobilization Erosion prevention Water /Sewer /Surface Water Road/Parking/Access A. Total Improvements 3. Calculate improvement -based fees: B. 2.5% of first $100,000 of A. 5. Enter total excavation volume 50 cubic yards Enter total fill volume 5 O cubic yards se the greater of the excavation and fill volumes. GRADING Plan Review and Permit Fees Approved 09.25.02 Last Revised Jan. 2006 1 50%,600/5oo loco ao �3b6o C. 2.0% of amount over $100,000, but less than $200,000 of A. D. 1.5% of amount over $200,000 of A. 4. TOTAL PLAN REVIEW FEE (B +C +D) $ ?s Use the following table to estimate the grading plan review and permit fee. tow $250 (1) $ ( TOTAL PLAN REVIEW AND APPROVAL FEE DUE WITH PERMIT APPLICATION (1 +4 +5) $ 3 25 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. (4) QUANTITY IN CUBIC YARDS RATE 50 or less $23.50 51 -100 $37.00 101 — 1,000 $37.00 for 1S 100 CY plus $17.50 for each additional 100 or fraction thereof. 1,001 - 10,000 $194.50 for 1 1000 CY plus $14.50 for each additional 1,000 or fraction thereof. 10,001 - 100,000 $325.00 for the 1 10,000 CY plus $66.00 for each additional 10,000 or fraction thereof 100,001 or more $919.00 for l 100,000 CY plus $36.50 for each additional 10,000 or fraction thereof. 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 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) $ 1 5 1 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 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. Approved 09.25.02 Last Revised Jan. 2006 2 $ 235— (8) WATER METER FEE Permanent and Water Only Meters Size (inches) Installation Cascade Water Alliance RCFC 01.01.2007 — 12.31.2007 Total Fee 0.75 $600 $5297 $5897 1 $1100 $13,242.50 $14,342.50 1.5 $2400 $26,485 $28,885 2 $2800 $42,376 $45,176 3 $4400 $84,752 $89,152 4 $7800 $132,425 $148,015 6 $12500 $264,850 $277,350 Approved 09.25.02 Last Revised Jan. 2006 9. TOTAL OTHER PERMITS A. Water Meter — Deduct ($25) B. Flood Control Zone ($50) C. Water Meter — Permanent* D. Water Meter — Water only* E. Water Meter — Temporary* * Refer to the Water Meter Fees in Bulletin Al Total A through E BULLETIN A2 TYPE C PERMIT FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION PW may adjust estimated fees 10. ADDITIONAL FEES A. Allentown Water (Ordinance 1777) $ B. Allentown Sewer (Ordinance 1777) $ C. Ryan Hill Water (Ordinance 1777) $ D. Special Connection (TMC Title 14) $ E. Duwamish $ F. Transportation Mitigation $ /0/3 88 G. Other Fees $ '00 rRANS�. C ou cuititiNot iu r at Total A through G $ DUE WHEN PERMIT IS ISSUED (6 +7 +8 +9 +10) $ 1 3$ $ (9) (10) ESTIMATED TOTAL PERMIT ISSUANCE AND INSPECTION FEE This fee includes two inspection visits per required inspection. Additional inspections (visits) attributable to the Permittee's action or inaction shall be charged $47.00 per inspection. 0.75" 2.5" $300 $1,000 Temporary Meter 3 Doc: RECSETS-06 RECEIPT NO: R07 -00161 Initials: JEM Payment Date: 02/05/2007 User ID: 1165 Payee: MARATHOM PLUMBING SET ID: 0205 SET NAME: GREEN RESIDENCE SET TRANSACTIONS: Set Member Amount City rf Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http: /hvww. ci. tukwila. wa. us D07 -033 2,149.78 D07 -034 2,018.97 M07 -021 36.39 M07 -022 36.39 PG07 -037 76.50 PG07 -038 74.00 TOTAL: 4,392.03 TRANSACTION LIST: Type Method Description Payment Check 6702 ACCOUNT ITEM LIST: Description PLAN CHECK - RES PW BASE APPLICATION FEE PW PLAN REVIEW SET RECEIPT TOTAL: Total Payment: 4,392.03 Amount 4,392.03 4,392.03 Account Code Current Pmts 000/345.830 3,742.03 000/322.100 500.00 000/345.830 150.00 TOTAL: 4,392.03 7716 TOTAL 4r2,,0:3 Doc: RECSETS-06 RECEIPT NO: R07 -01018 Initials: JEM User ID: 1165 Payee: MARATHON PLUMBING SET ID: 0604 SET TRANSACTIONS: Set Member M07 -022 PG07 -038 TOTAL: TRANSACTION LIST: Type Method Description Payment Check ACCOUNT ITEM LIST: Description 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: hutp: //www.ci.tukwila.wa.us Amount 4,297.80 175.56 352.00 4,825.36 6871 BUILDING - RES GAS - RES MECHANICAL - RES PLAN CHECK - RES PLUMBING - RES PW LAND ALT PERMIT FEE PW PERMIT /INSPECTION FEE STATE BUILDING SURCHARGE TRAFFIC CONCURRENCY TRAFFIC MITIGATION FEES SET RECEIPT TOTAL: Account Code Current Pmts 000/322.100 2,772.66 000/322.100 88.00 000/322.100 175.56 000/345.830 113.26 000/322.100 259.00 000/342.400 23.50 000/342.400 75.00 000/386.904 4.50 104.367.121.00 300.00 104.367.120 1,013.88 TOTAL: 4,825.36 Payment Date: 06/04/2007 Total Payment: 4,825.36 SET NAME: GREEN RESIDENCE, LOT 4 Amount 4,825.36 4,825.36 8 888 06/04 9716 TOTAL 43.36 Project: re? ,~ Type of Inspection: F / Address: 4 /0 3 9 /50 s-7` Date Called: . _._ Special Instructions: Date Wanted:. 3 — / 5_ee. p.m. Requester: Phone No: INSPECTION NO. INSPECTION RECORD Retain a copy with permit b ..?y PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 lldApproved per applicable codes. Corrections required prior to approval. COMMENTS: ic/c7�-,),4 / efe7f P7 ( Ior: svrf . 658 .00 REINSPECTION FEF REQUIRED rior to inspection. fee must be paid at 6300 Southcenter BBlvd., Suite 00. Call the schedule reinspection. eceipt No.: 'Date: Project: Lr � /1 2 Typ4� f Inspection: ' /1L,hois+5 friMal Address: Lira 5% )5Pl Date Called '3 ? Special Instructions: Date Wanted: ' �'' a.m. P.m Requester: Phone No: INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 1 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 p37-J3`f COMMENTS: 'Inspector: I Date: 3/13) Approved per applicable codes. Corrections required prior to approval. $58.00 REINSPECTION FEE REQUIRED. Prior to inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection. 'Receipt No.: 'Date: Project: /' Type of nspec o A ddsessY ..S ,T50 Date Called: �`�` Special Instructions: Date Wanted: Requester: Phone No: 20 7 - x3/ INSPECTION RECORD Retain a copy with permit INSPECT •N NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION g. 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 t2t Approved per applicable codes. E1 Corrections required prior to approval. COMMENTS: Dat --is -a ( V�' .00 REINSPECTION EE REQ1dhRED. Prior to inspection, fee must be aid at 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection. (Receipt No.: 'Date: kf- Pc p ez, • + Type of Insctioq:�` ►rnvJ Ad re s: , Date Called. qog Special Instr ctions: Date Wante : ((m. P.m. Re ter:, ..W ct4d4teyx......, 1l� Ph hw so bOt --03Li 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 El Approved per applicable codes. El Corrections required prior to approval. COMMENTS: )7 /16 /U? I(Jh `3) 14o ( f 310/4:5( ikr-c)\ L)I-11'-\ Inspector: 6/ ID $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. 'Receipt No.: 'Date: sze Project'. Type of Ins ection: Add ress: 3' / 5 � �� Date Called: Special�struction Date Wanted: / 2- 76007 Cluj. m. Requester: Phone No 20 C4/7 — (5l r-9 3 INSPECTION NO. INSPECTION RECORD Retain a copy with permit b7--o3y PERMIT NO. CITY OF TUKWILA BUILDING DIVISION ( 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -36 1 , 21proved per applicable codes. Corrections required prior to approval. COMMENTS: spector (Receipt No.: Da / REINSPE ON - REQUIR D. Prior to inspection, fee must be at 6300 Southcenter :lvd.. Suite 100. Call the schedule reinspection. 'Date: Project ^^ (9✓P /N 0P5 W( Type of 1r� spection: , WO I ( .INSL( I✓1 -(, (7, j Address: LIZ 3 s 1 s s Date Called: Special Instructions: Date Wanted: V Requester: Phone No: 2...a�-L7 -6 6_ & i c1 /I Approved per applicable codes. INSPECTION RECORD Retain a copy with permit 03 INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION l 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (2 - 0 REINSPE ION F ' REQUI? D. Prior to inspection. fee must be id at 6300 Southcenter Blvd.. SJ 100. Call the schedule reinspection. 'Receipt No.: 'Date: 1 Corrections required prior to approval. /`T COMMENTS: INSPEG7 NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Pro s • Type of In t / ion: 6 � rFFiv Reds Ze i Address Z .3 4 S /.CU / Special Instructions: Approved per applicable codes. INSPECTION RECORD I Retain a copy with permit Date Called: Date Wantedi Z / ) Requester: Phone No: Corrections required prior to approval. COMMENTS: sect• : .00 REINSPECTIO FEE R aid at 6300 Southcentbr Blv eceipt No.: Date: /2 / 67 ;.<IU IRED. Prior to inspection. fee must be Suite 100. Call the schedule reinspection. Date: 1 COMMENTS: . Miss, A L / .w di - 1 P - r ,- 4 4 S t w .rc.� a r--t cam(„ @ C o 1.4 4 p t- 3 e (a, .acGl mi 4 ..s06 1�a c 4_.40. e z =? 11 , Pc..A-- 062 9/3 miss( c 6 (2 Sl P Ik/ ( -4 t -c a Txfs� ettcti •_tt : o -t 6 0 PPa 641 Poor 1 ssE " ,4.S ► a 2r ,' p / _ i. - 4�tfa"7 e //�uec -- 61N. �S I a_ 4 Psce s -&Z... 13/3 OttsSl' _(c/ A - 3S e.a'o . c_ ('_ Tess gc Pe Izi3 Project : L7�LrAel 214 / Type Type of Inspection: 1 - 1 , , ?,l /y!j r V Address: 7'23 /So Date Called: ■ Special Instructions: Date Wanted : //-2--z-7 p.m. Requester: No INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION t 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3 El Approved per applicable codes. (InsPectojfQ (44:0(-- Corrections required prior to approval. 'Date: ti 2,4' ( 01 $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. Receipt No.: 'Date: STPe t a-' �c" f ,,- i E c f A Ator 24 4 Pr ject: aaa F'�Cj�. o' 4 Ty a of Inspection: �'1�. 1 t A r � I ( Kb sr Date Called: Special Instructions: Date Wanted: / ‘Z..! 3 03 a , ,, p.m Requester: Phone No;,, - INSPECTION NO. INSPECTION RECORD Retain a copy with permit � Ll PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (Y06)431 -3670 Approved per applicable codes. Corrections required prior to approval. COMMENTS: lInspectopr--- No4/ CIA-A $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection. 'Receipt No.: IDate: Project: cor iv 2r s, lc Y Type of Inspection: 67 Lit e / , Address y z 3 , 1 s _ /70.5 --J Date Called: Special Instructions: Date Wanted: (a.m: Requester: Phone Nei ,2 6) -Sy7 -66 3e /A--+ 7- 6'3 y INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -367Q /b proved per applicable codes. INSPECTION RECORD Retain a copy with permit COMMENTS: nspector Date: .00 REINSPECTION E REQUIR • . Prior to inspection. fee must be aid at 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection. (Receipt No.: 'Date: El Corrections required prior to approval. COMMENTS: p - Address: 1 i S17,474/AJ575 i/Yo 2 WIA)e , 6 /. o (1-1/q P.m. Requester: Phone No: Project: C07'.' , 'S Type of Inspection: Address: Date Called: Special Instructions: Date Wanted: , / 6 /2 / /zr? P.m. Requester: Phone No: INSPE ION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 981 88 (206)431-3670 El Approved per applicable codes. OCorrections required prior to approval. PERMIT NO. :.ui REINSPECTION FEE QUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. Receipt No.: 'Date: Proje KK J Le!) V T of Inspe do Cc/41/5 / /n /s v Address: - /2-3 q S ' d s - / Date Called: Special Instructions: Date Wanted. / /// y / � v ,,.■ .m. Requester: Phone No: 7 INSPECTION NO. INSPECTION RECORD Retain a copy with permit PERMIT NO. CITY OF TUKWILA BUILDING DIVISIAt L f206)43 6300 Southcenter Blvd., #100, Tukwila, WA 98188 / ✓ 1-3 Approved per applicable codes. 7 IZI Corrections required prior to approval. COMMENTS: 4 e '9 ✓ i iv L /,f7 d ( 4,4 1 bM- Inspector: .00 REINSPECTION FE REQUIRE paid at 6300 Southcenter :lvd., Suit Date: (Receipt No.: (Date: rior to inspection, fee must be 00. Call the schedule reinspection. ProjectC���� c %I PI � e i Type of Inspection: 4 7/ 3 44// /` Address: Z 12— / SZ Date Called: Special Instructions: Date Wanted: a.m. /a- 26-07 P -m., Requester: Phone No: / 24, -UJ2 -' ". pia cto li74/0" El $58.00 REI ' PECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. INSPECTION RECORD Retain a copy with permit �'a y INSPECTION NO. PERMIT NO. / CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 El Approved per applicable codes. Ai Corrections required prior to approval. COMMENTS: /PIi 'r'Gy 7704%< la/ ze}� /r l et Inspe 'Receipt No.: 'Date: Project: r-,--...01 49/ Type of inspection: "74 <//) Address: L i i i g S.-r / c reg i-- Date Called: Special Instructions: i Date Wanted: Requester: Phone No: 74'9- Yz/7,-(535 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 Approved per applicable codes. El Corrections required prior to approval. COMMENTS: ( Date: $58.00 REINSFC11ON FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection. r eceipt No.: 'Date: Las. A' - `• - Project: 4 id / 4.-1 Type of Inspection: Wt Xeifi <(o Address: Date Called: 1 12. 1 V c) / c0 Special Instructions: Date Wanted: -/3 ., 7 fli .m. Requester: Phone No: 2 7-r2", 3 El Approved per applicable codes. INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 981 88 Corrections required prior to approval. COMMENTS: /. 7 4;00"/Z/j []$58. RE PECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6 00 Southcenter Blvd.. Suite 100. Call the schedule reinspection. Receipt No.: Date: IT NO. 206)431-3670 Project: ((� �4.-i , / Type of Inspection: //Z. {,L -C, '/s Addre ;sy 7 3 4 / C✓` -C , /_ V L 5V-- 4. Da te Called: Special Instructions: Date Wanted: a.m. Requester: Phone No: INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 pproved per applicable codes. El Corrections required prior to approval. COMMENTS: $58.00 REINSPECTION F REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. 'Receipt No.: 'Date: Project: / Alf AIN Ty e .f Inspection: Address: I YO L / A /5° Date Ca led: Special nstruchons: Date Wanted: g 2....e77 p.m. Requester: Phone N — %3 s El Approved per applicable codes. INSPECTION RECORD Retain a copy with permit INSPECTIGN NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 I 0 ;71T NO. (206)431-3670 $58.00 R INSPECTION F REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. Corrections required prior to approval. COMMENTS: 'Inspector Date: 2_0177 'Receipt No.: 'Date: 4 Proj ect: Cs reen Re Type of Inspection: Final SD Address: l , 23 , t S 150 a Date Called: 7 Special L of 4 Date Wanted: 7- 1,4_07 (a.m p.m. Requester l . Pefe rsoh Phone No: W 6 9 47 o SD 1)07-03 Li- 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 Approved per applicable codes. COMMENTS: ❑ Corrections required prior to approval. 1ivc1 ji? oAiN a.S, Iv! 41(4, F/L-, s 4 s Tldb Inspector: Date: 1/1 7/07 $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection. (Receipt No.: 'Date: Project: n & YQ e n Res. Typ of Inspection: C downspou+ JD Date Called: 7 Address: 4234 5 150 51 Special Instructions: Lot 4 Date Wanted: 7 12 - 07 Requester: Bi Green Phone No: . 25 -773 -1683 D07-03/4 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 ❑ Approved per applicable codes. Corrections required prior to approval. CO M MENTS: ,zf, D ,��. 'Inspector: c A Date: '7 V 67 El $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. 'Receipt No.: !Date: Project: t e,t112 Type of Inspecti ,� I-b n: J ✓A,✓(/ Address: /2 3 6 ( 5.0 � CO -- Date Called: Special Instructions: Date Wanted: 7— / z-- o —7 a.m. p.m. Requester: Phone No: INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 A pproved per applicable codes. El Corrections required prior to approval. COMMENTS: 1 INSPECTION RECORD Retain a copy with permit 58.00 REINSPECTION FEE . QUIRE . Prior to inspection, fee must be paid at 6300 Southcenter Blv . Suit 100. Call the schedule reinspection. eceipt No.: (Date: PER Date: 7- I -C7 (206)431 -3670 Protect: ,,[ a- H i /Ale .' 10 / y Type of Inspection: ( `0o /�4,,d4w Tat- J G' eNtl 2 3 / S /5O s Date CaOed: Special Instructions: Date Wanted: 7 -p2 -o7 Requester: Phone o: 9a7 - 663V kik INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 .0i5 PE (206)431 -36'0 COMMENTS: Approved per applicable codes. El Corrections required prior to approval. ,Date .7 0 . 2__c:7 $58.00 EINSPECTIO FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcen er Blvd.. Suite 100. Call the schedule reinspection. (Receipt No.: 'Date: Proj,,cV., 4 tai ; Type of Ins ction• v 7, �, L Address:_ / 61-5---- Date Called: Special Instruc ions: Date Wanted: Vim' Requester: Phone No: INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 COMMENTS: " f $58.00`R NSPECTION F E REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection. Receipt No.: 'Date: INSPECTION RECORD Retain a copy with permit (206)43 1 -3 Approved per applicable codes. El Corrections required prior to approval. Project: \2.es teNk: A L Type of Inspection: /� C+Re ciNAL_.. \ S1 p.0►4.(., Address: 1,/, 3 y S / sot-i~ Suite #: e on: 'fie d fec dssonJ Special Instructions: Phone No.: Vr6 `//7 - o638 Needs Shift Inspection: Sprinklers: Y Fire Alarm: y Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: It) INSPECTION NUMBER R Approved per applicable codes. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park Ea st Tukwila,Wa. 98188 206- 575 -4407 Word /Inspection Record Form.Doc 1/13/06 o 341 c)7- S - o�S'" PERMIT NUMBERS n Corrections required prior to approval. COMMENTS: rt N L Inspector: S t/ Date: 3 /,10 Hrs.: $80.00 REINSPECTION FEE REQUIRED. You will receive an invoicefrom the City of Tukwila Finance Department. Call to schedule a reinspection. T.F.D. Form F.P. 113 STRUCTURAL CALCULATIONS FOR: c. Architects Northwest Plan M2780B3F -17R L _ Lateral Design of a (2) -story SEp R� COVIP C NOT VALID WITHOUT A WET SIGNATURE WENDELL E. REED, PE, CBO REED & ASSOCIATES, PS Civil & Structural Engineering 8311 -212th St SW Edmonds, WA 98026 FILE COP Office (425)778 -2793 Fax (425)775 -2073 Permit No. PIZ:1 r for Pederson Classic Homes @ Lot 4 - S. 150th Street City of Tukwila C• 2003 IBC (1) JOB # 04 -577 Date 9/7/2006 9/7/2006 Eng amg amg C 2 2 Desc. Revise and Reissue Reissue RCCCrVCD rnr OF TUKWica F FB 0 5 2007 Lateral Analysis by: 7/29/2004 Governing Code 2003 INTERNATIONAL BUILDING CODE (IBC). All references in the right margin are 2003 IBC unless specifically noted otherwise.[Page numbers] Scope of Project A lateral analysis and design of a two story Single Family Residence Design Criteria Roof Dead Load i_ve Load Snow Load Reduction: REED & ASSOCIATES, PS Civil & Structural Engineering 8311 212th St. SW, Edmonds, WA 98026 Office (425) 778 -2793 Fax (425) 775 -2073 Floors Snow Walls Wind Design Criteria Basic Wind Speed 85 MPH 1609.3 [284] Wind Exposure Category B 1609.4 [290] Wind Importance Factor 6 1.00 1604.5 [272] Design Method Used Simplified Seismic Design Criteria Seismic Use Group i 1616.2 [326] Seismic Importance Factor I 1.00 T 1604.5 [272] Seismic Design Category "D" 1616.3 [326] Site Class "D" T 1615.1.1 [322] Short Period Acceleration S s 1.00 F 1615(1) [304] 1- Second Acceleration S 0.30 F 1615(2) [304] Seismic Force Resisting System 1. K. F 1617.6.2 [334] Response Modification Factor R 6.5 F 1617.6.2 [334] Deflection Amplification Factor C 4 F 1617.6.2 [334] Method Used Simplified Table of Contents 1.0 General Wind and Seismic Design Criteria 2.0 Wind Analysis 3.0 Wind Shear Forces and Uplift Forces 4.0 General Seismic Design Criteria 5.0 Seismic Analysis 6.0 Shear Walls in the Front to Back Direction 7.0 Shear Walls in the Left to Right Direction 8.0 Rho Calculations 9.0 Overturning Moment Sample Calculation 10.0 Overturning in the Front to Back Direction 11.0 Overturning in the Left to Right Direction 12.0 Shear Wall Load Summary 13.0 Hold Down /Shear Wall Schedules /Shear Flow /Connection Schedules 14.0 Horizontal Diaphragm 15.0 Basic Load Combinations 2SL Version 6.3 Client: Atm+ trec-rs_Au) Project: Plan M2780B3F -17 R &A#: 04 -577 Calculated By: Tom Pitzer, PE Reed & Associates, PS 04 - 577 2SL IBC ver 6 - 3.mcd Wind Analysis Basic Wind Speed (MPH), i w Wind Exposure Category (WEC) if Wind Exposure, enter: (1)- exposure "B ", (2)- exposure "C ", (3)- exposure "D" a a Mean Roof Height (MRH) Pnet = MWpnet30 Equation 16-34 [292] Simplified Wind Design Pressures (Main Wind Force Resisting System) 2003 IBC Table 1609.2.1(1) [p. 332] ps30 (Exposure B at h = 30 feet with Iw= 1.0)(psf) Roof Rise in 12" enter [1] Flat, [2] 2, [3] 3, [4] 4, [5] 6, [6] 7 to 12 of Simple Wind Pressures Wind Importance: 2SL Version 6.3 Footnote 10 The smaller of: 10% of least horizontal dimension at : =.1 •LHD al = 4.0 ft Controls 0.4h a2 : =.441 a2 =6.8 ft But not less than: 4% of least horizontal dimension a3 '= .04•LHD a3 = 2 ft 3 feet a4 : =3•s ZoneA= 12.9ipsf ZoneB = 8.8"psf ZoneC = 10.2"psf ZoneD = 7.0"psf ZoneE = 5.0"psf ZoneF =- 7.8"psf ZoneG = 4.3 "psf ZoneH =- 6.7"psf Height & Exposure Adjustment Coefficient A. 2003 IBC Table 1609.6.2.1(4) [p, 297] Adjustment Factor Wind Importance Factor 2003 IBC Table 1604.5[p.272J Design Wind Pressures 2003 IBC Table 1604.5 [p.272] Simplified Wind Design Pressures - combined windward & leeward pressures over projected area: P A : =a, •1 w •ZoneA P E WZoneE P B : =x •I w •ZoneB P F : =X .1 WZoneF P C •1 „•ZoneC P G : =R .1 h ,•ZoneG P D :=a .1 w ZoneD P H :_) •1 N ,•ZoneH Least Horizontal Dimension, (LHD) 2003 IBC Figure 1609.6.2.1 [p.292] 2•al =8ft 7/29/2004 Page 2 U Reed & Associates, PS Wind Analysis (cont.) Controlling Load Combination for Wind Loads D+(W or 0.7E)+L+(Lr or S or R) Equation 1610 [273] Load Duration Factor, CD, for Wind Loads ADS Section 2.3.2 [93 c D :=1.6 Diaphragm Sail Areas Roof Diaphragm: Front/Rear Direction (Longitudinal) Horizontal Vertical Aft - 83 p2 48O Lower Floor Diaphragm: Front/Rear Direction Horizontal 2SL Version 6.3 Wind Shear Calculations Shear Forces: Front/Back Direction (Longitudinal) Roof Diaphragm Floor Diaphragm Total Base Shear Uplift Forces: Total Uplift Opposing Dead Load V r. = 371 5b V !fi 4306.th 04 - 577 2SL IBC ver 6-3.mcd Side/Side Direction (Transverse) Horizontal Vertical Side/Side Direction Horizontal Left/Right Direction (Transverse) Roof Diaphragm Floor Diaphragm Total Base Shear Total Uplift Opposing Dead Load V r.ss = 6570 V it 6410(lb 7/29/2004 Page 3 Reed & Associates, PS Mapped Maximum Considered Earthquake Spectral Acceleration SS : =1.00 Figure 1615(1) [304] S1 : =.30 Figure 1615(2) [306] Site Class D, (Assumed) Fa : =1.0 Table 1615.1.2(1) [322] FY : =1.6 Table 1615.1.2(2) [322] Sm = F S Equation 16-38 [322] SMS: =FaSS SMS =1.00 SM1 = F Equation 16- 39[322] SM1 : =FvS1 SM1 = 0.48 Desiqn Spectral Response Acceleration Parameters SDS = 2/3 *SM SDS := _2 SMS SDS = 0.667 Sol = 2/3 * SM1 SD1 : =(2) SM1 2SL Version 6.3 3 Design Story Drift ,A A = 1% of Story Height (in) Equation 16-40 [322] Equation 16-41 [322] SDI = 0.320 Deflection and Drift Limits, A Section 1617.3 [331 hsx = the story height below Level x Da = Allowable Story Drift (in) 04 - 577 2SL IBC ver 6 -3.mcd Upper Floor hsxu : =17•ft Deltaau :=.025 .hsxu Upper Floor Deltau :=.01 .8.1 •ft ower Floor hsxl : =8.1 .ft Deltaal : =.025 •hsxl Lower Floor Delta) := .01.17.ft 7/29/2004 Page 4 Reed & Associates, PS Seismic Analysis Building Properties: Calculate Building Masses: Mass of High Roof and Tributary Walls Mass of Floor,Roof into Diaphragm,Walls Mass of Entire Building Lateral Force Parameters: Using the Upper limit for Base Shear; Assume Soil Type SD for Seismic Zone 3 Er: =(p•F Er = 5886 lb 2SL Version 6.3 CD: =1.6 Seismic Load, E Area of the Roof in Square Feet Area of the Floor Diaphragm in Square Feet Area of Low Roof into First Floor Diaphragm In Square Feet Ground Floor area In Square Feet 2003 IBC Table 1617.6.2 [334] 2003 IBC Section 1604.5 [271] Seismic Base Shear, V Equation 16- 56[331] Vg =r1.2•(SDg' I� IL R t V B =13646a1b Vertical Distribution of Seismic Shear Forces: Check following calculations; if Ft is equal to V g then OK Roof Diaphragm F r := r1 s 11.M t R l r Floor Diaphragm F f := ( 1 . 2 •SD g.1) •M R f Total Base Shear F t :=F r {•F f Controlling Load Combination for Seismic Loads D +(W or 0.7E) +L +(Lr or S or R) Equation 16. 10[273] Load Duration Factor, C for Seismic Loads NDS Section 2.3.2 [9] E= Q e +0.2S D S�D is equal to zero frx S les then 1 p DS Equation 16-50 [329] Se D.5.27 ASCE� -02 ( Section 16 -[329] Section 16 -[329] Check Redundancy; Assume p =1.5 initially, calculate 't' of walls, then find actual p. p : =1.0 l:20 =3 Ef:= (p•F Ef= 7760 lb 04 - 577 2SL IBC ver 6 -3.mcd M r : _ (A r (H 2.0.5.L 2b.W DLl M f :=Qk f) .F DLI d•R DL (H 1 +H •0.5•(L 1b - FL 2b)• W DL Mt = Mr-f-Mf Equation 16-57 [332] F r = 5886 F f = 7760 Ft= 13646wb E mr : =oo•F r E mf : =i]o•F f Height of Rim Joist Height of Second Story Walls Height of First Story Walls Length of Wall on the Second Floor Length of Wall on the First Floor E mr = 17659 lb E nil= 23279 lb M r= 38415elb M f = 50640wb M t = .89055 7/29/2004 Page 5 D Reed & Associates, PS Shear Wall Design Front/Back Direction Shear Walls Second Floor: Earthquake distr.: Wind distribution: Calculate Lateral Forces for earthquake: EQ 16-10 Calculate Lateral Forces for wind: EQ 16-10 Shear per linear ft: Earthquake distr.: Calculate Lateral Forces for wind: EQ 16-10 Shear per linear ft: 2SL Version 6.3 V 1.2e =0.7•Er) •TW 1.2e V1.2e = V 1.2w ;=V r.fr 'TW 1.2w V 2.2w :=V r.fr'TW 2.2w V 3.2w :=V r.fr'TW 3.2w V 4.2w :=V r.fr'TW 4.2w V 1.2w =13261b v lb _V 1.2 v 1.2 '' L 1.2 v 32 °Ib 1.2 ft Shear Walls First Floor: Wall Line - (1.1) Wind distribution: Calculate V tie :=(O.7.Ef) •TW 1.1e Lateral Forces for earthquake: EQ 16-10 V 1 e =21731b Wall Line - (2.2) V 2.2e (0.7•Er) 'TW 2.2e V 3.2e (0.7• 3.2e V 4.2e := (O.7•Er� •TW 4.2e V 2.2e = 20601b V 2.2w =1857wb V 3.2w = 531 wb Controls 1 = "Seismic" Controls 2 = "Seismic" Controls 3 = "Seismic" Controls 4 = "Wind" v 2.2 = 2060 lb v 3.2 = 5891b V 2.2 :=( 2.2 L 2.2 V 74 ° 2.2 = ft Wall Line - (1.2) V 2.1e := •TW 2.1e V2.1e= 2716wb V 1.1w : V2.1w: !LOW 2.1w V 1.1w =17 22°Ib v2.1w =2153 lb vT 11 .3644 lb VT 21= 4776 lb 04 - 577 2SL IBC ver 6 -3.mcd V 3.2e = 5891b _V 3.2 V 3.2 - L32 V 3 49 °Ib .2 = ft Wall Line - (1.3) V 3.1e := •TW 3.1e V 3.1e = 543 V 3.1w := Vlffr'TW3.1w V 3.1w = 4311 b Wall Line - (2.4) V 4.2e = Owb V 4.2w = O°Ib V 4.2 =0 lb _V 4.2 v 4.2 -1 42 0 ° Ib "4.2 ft Wall Line - (1.4) V 4.1e := ( 0 . 7 •Ef) 'TW 4.1e V4.1e =O V 4.1w :=V If.fr'TW 4.1w V4.1w = Controls 1 1 = "Seismic" Controls 2 = "Seismic" Controls 3 = "Seismic" Controls 4.1 -"Wind" vT3.1 =11321b vT4 =01b 1.1 ._ 2.1 VT 1.1 ` VT 2.1 __VT 3.1 v ,_VT 4.1 L1.1 _(L 3.1 L 3.1 4.1 L 4.1 V1.1 = 98 °ft v 2.1 =199 °ft " 3.1 = 91° "4.1 =0 °Ib ft ft 7/29/2004 Page 6 U Reed & Associates, PS Shear Wall Design Left /Right Direction Shear Walls Second Floor: Earthquake distr.: Wind distribution: Calculate Lateral Forces for earthquake: EQ 16-10 Calculate Lateral Forces for wind: EQ 16 -10 Shear per linear ft: Earthquake distr.: Wind distribution: Calculate Lateral Forces for earthquake: EQ 16-10 Calculate Lateral Forces for wind: Shear per linear ft: 2SL Version 6.3 Wall Line - (2.A) V A.2e :=0.7 .Er) •TVV A.2e V A.2e = 515°Ib V A.2w : r.ss'TW A.2w VA.2w = 8 21wb VA.2 = -V A.2 V A.2 :- L A.2 A.2 = 68 1 Shear Walls First Floor: Wall Line - (1.A) Controls A = "Wind" Controls B = "Wind" V A.1e := (O.7•Ef)'TW A.1e v A.1e = 636wb VT A.1 V A.1' - L A.1 Wall Line - (2.B) V B.2e :=0.7•Er) •TW B.2e V B.2e = 1545.2wb V B.2w : = V r.ss'TW B.2w V B.2w = 24641b v B. = 2464 lb VB2 V B.2' - LB2 V B.2= • Wall Line - (1.B) 04 - 577 2SL IBC ver 6 -3.mcd V B.1e : •TW B.1e V B.1e = 1722wb V A.1w := V If.ss'TW A.1w V 8.1w := V ILss'TW B.1w EQ16 -10 VA.1w B.1 w = =75Owb v 2O32wb 0 Controls A.1 = "Wind" Controls "Wind" B.1 = vTA.1 =1571 lb vT = 4496 lb V T B.1 "B.1 L g1 A.1 =157 "ft v B.1 375.1 ft Wall Line - (2.C) V C.2e: •TW C.2e V C.2e = 15451b V C.2w : r.ss'TW C.2w V D.2w : r.ss'TW D.2w V C.2w = 24641b Controls c = "Wind" V C.2 =2464 lb V C.2 ° C.2' = L C.2 C.2 = 2O5 °1' ft Wall Line - (1.C) V C.1e := 0 ' C.1e V Cie = 2080.1b V C.1w : If.ss'TW C.1w V D.1w : If.ss'TW D.1w v c.1 = 2455wb V T C.1 v C.1 '_ C.1 " C.1 =289.. ft Wall Line - (2.D) V D.2e: ;Mr D.2e V D.2e = 515wb V D.2 = 8211 Controls D = "Wind" V D.2 = 821 lb -VD.2 "D.2' L D.2 " D.2 = 68 ° Wall Line - (1.D) V Die : (O . 7 •Ef ) ' D.1e V D.1e = 994wb V. D.1w = 1173wb Controls C.1 "Wind" Controls D = "Wind" vT C.1 4919 I b vT c = 1994 lb =VT D.1 L D.1 " 0.1 = 235° ft 7/29/2004 Page 7 Reed & Associates, PS 04 - 577 2SL IBC vet' 6 -3.mcd Shear Wall Rho Calculations Shear Walls Second Floor: Shear Walls First Floor: Shear Walls Second Floor: Shear Walls First Floor: 2SL Version 6.3 Wall Line - (2.1) Wall Line - (2.2) V 1.213.10 "2.213 10 "3.2e 2 V 4.e r1.2 L1.2 r L2.2 L32 '1O L 10 Fr 2.2'= F r3.2:= r4.2 - 4.2 Fr P 1.2 : =2- 20.ft P z.2 : =2- 20.ft P 3.2 20.ft P •_ 20.ft 2 4.2 ' _ r1.2' Ab'ft r2.2' Ab'ft r3.2' Ab'ft2 r4.2' -Ab.ft2 P1.2 = -5.4 P2.2 = -1.3 P3.2 = -2.9 P4.2' Wall Line - (1.1) Wall Line - (1.2) V 1.1e±V 12e,1 0 r1.1 := L1.1 Wall Line - (2.A) Wall Line - (2.B) VA.2e rA.2 := LA2 P A.z = 3.6 F Ff p rnax = 0.8 r21 :_ 6.20.10 L 13.2 r13.2 F r P B.2' V 2.1etV 2.2e.10 L21 Ff P A.2 =2- 20.ft P _ 20.ft B.2 '- r A.2 • ' b'ft r B.2' A b.ft2 Use p = 1.0 Wall Line - (2.3) Wall Line - (2.4) Wall Line - (1.3) Wall Line - (1.4) V 3.1etV3.2e .10 r3.1 := L3.1 Ff V 4.1etV4.2e . 10 r 4.1 L 4.1 Ff P 1.1 • =2 - 20•ft P 2.1 • =2 - 20.ft P3.1 =2- 20.ft P _ 20.ft r 1.1 ' A b'ft r 2.1 ' A bft r 3.1 A b'ft2 4.1 ' r 4.1 ' A b.ft2 P 1.1 = -1.2 P2.1 = 0.4 P3.1 = -1 P 4.1 = Wall Line - (2.C) Wall Line - (2.D) V C.2e,10 LC.2 rC.2 :- F r P C.2 : =2- P C.2 = 0.1 20.ft r V D.2e,10 _L D.2 r D.2 - F P D.2 : =2- 20.ft r D.2' 2 A b•ft P D.2 = -3 Wall Line - (1.A) Wall Line - (1.B) Wall Line - (1.C) Wall Line - (1.D) V A 1LA A.2e 1 V B.1etV 6.20 0 V C.1etV C.2e10 V D.1etV D.2e 1O rA.1 := A l rB.1 := LB.1 r LC.1 _ LD.1 pf F C. rD.1'- f Ff Ff P A , 1 : =2- 20 ft P B.1 : =2- 20 ft P C.1 : =2- 20.ft P D.1 : =2- 20•i r A.1' A l r B.1' A b'ft r C.1' A b'ft r D.1 A b ft PA.1 =- 0.8 PB.1 = 0.8 PC.1 = 0 . 5 p 0.2. D.1= 7/29/2004 Page 8 Reed & Associates, PS • 04 - 577 2SL IBC ver 6 -3.mcd Overturning Moment Introduction and Sample Calculation 2003 IBC Section 1604.9[271] The following example is to illustrate the calculations used to determine the overturning forces imposed upon a shear wall under design forces. The shortest individual The design force applied at the top plate of the shear wall of interest. This is panel length on a grid line. calculated as the unit force (plf) in the wall multiplied by its length, representing the design force applied. Resistance to the design force applied comes from the dead load existing in the structure. The following variables define the tributary width of Roof and Floor loads that act at this level. Dead loads from the level above, for example, are neglected as they were already considered in the calculations for the wall above. The tension from the wall above is added directly to the wall being calculated. v WaIlLine.1 ' =250 1) 8 Tributary Width of Roof supported by the wall Tributary Width of Floor supported by the wall Tributary Width of Roof supported by the uplift section Tributary Width of Floor supported by the uplift section V : = v WaIlLine s v.1250 lb The level at which the design force is applied, (top plate) was defined previously for the seismic mass. In the event that the plate height varies through sections of any given level, the height can be redefined to reflect the actual condition. H mots : 1 Height of Wall H mo t s = 9.1 ft In order for a wall section to experience uplift, adjacent wall must be lifted as well. Assuming a 45 degree failure from the top plate, extending away from the shear panel, the equivalent length of wall to be lifted is assumed to be one half the height of the wall, based on the area of wall lifted. We refer to this as the Uplift Section. L H mots 2 Length of wall resisting uplift during overturning L o= 4.5 ft The dead load of the wall consists of contributions from the roof, floor, and wall. W : =(H mots'w s •W D( -F f s •F DL) rs .w s.R DL) w =1239.b The dead load of the uplift section also consists of contributions from the roof, floor, and wall. P : =G. 0 .T r 2 s •R o.H mots'W DL - (1.0•T f2s•F DL) P =1127wb An overturning moment is calculated by summing all forces about the compression corner of the shear panel. The result is the tension required to resist uplift. Note the tension that is applied from the wall above. Top story wall calculations do not have an overturning tension from above. Although not shown on the following pages, these same equations follow each set of data for each wall. They were placed in a minimized area of the calculations to shorten the calculation package, note the arrow and text "Overturning Calculations ". At each of these locations, calculations (as above) are performed. 2SL Version 6.3 [(V) -11 mots+T WallLine.2'"rs] - 0.67, Sw .w_0.67.P•w T WallLine.1 2 w s T WaIlLine.1 = 1115 7/29/2004 Page 9 a a a a Ii a a a Reed & Associates, PS Check Overturning Moment Front/Rear Direction OVERTURNING FIB - Second Floor Line Width Length Wall Ht Bog Roof Ad' Floor 2.1 Lk Le Width L 1.2 = 45 ft H mot : 2 Overturning Calculations 2.2 L 2.2 = 28 ft Overturning Calculations 2.3 L 3.2 =12 ft Overturning Calculations 2.4 I-4.2=0ft Overturning Calculations OVERTURNING FIB - First Floor Overturning Calculations 1.2 • L 2.1 = 24 ft Overturning Calculations 1.3 Overturning Calculations 1.4 Overturning Calculations 2SL Version 6.3 L11=3 H mot : 2 H mot H mot : H mot : 1 L 4.1 = ft H mot : 1 L 3 = 12.5 ft H mo t :=H ' Tributary Area of: Lenath Wall lit Roof Roof Adl nog floor Ad( Uplift Force Controls • 04 - 577 2SL IBC ver 6-3.mcd Tributary Area of: Floor Ad' Uplift Force • "•••-::,,:*::■ • • • Controls c 1 = "seismic" c 2 = "seismic" C 4.2 = " wind " C4.1 = "wind" 7/29/2004 1 = "seismic" C 2 = " seismic" Page 10 Reed & Associates, PS U U U U U U OVERTURNING UR - Second Floor Tributary Area of: Line Width Length • Wall Ht Roof Roof AdI Floor 2A Overturning Calculations 2.B Overturning Calculations 2.0 ..10.514 Lc.2=12ft Overturning Calculations 2 Overturning Calculations OVERTURNING UR - First Floor tins Width, LQflth A Overturning Calculations 1 L ft Overturning Calculations 1.0 LcA =17 ft 2SL Version 6.3 L. A.2 =12 ft L B =26 ft H mo t :=H 2 L D.2 =12 ft 1. A ft Overturning Calculations Overturning Calculations H mo t :=H 2 :;:: : • : • : : • • " • • H mo t :=H 2 Wall Ht H mot H mot : 1 1 - DA = ft H mot :=H : 04 - 577 2SL IBC ver 6-3.mcd Floor Ad Tributary Area of: Uplift Force Controls • Roof Roof Adi EIQ2 Floor Adi Uplift Force Controls C A.2 = "wind" C C.2 = 7/29/2004 C D.2 = "wind" C A.1 = "wind" C D.1 = "wind" Page 11 Reed & Associates, PS 04 - 577 2SL IBC ver 6 -3.mcd Shear Wall Load 2nd Fl - F/B Line Total Shear (2.1) V1.2= 14710lb (2.2) V22 = 20601b (2.3) V 3 = 589elb (2.4) V 4 = Owb 1st Fl - F/B Line Total Shear (1.1) vT 1.1 3644wb (1.2) vT 2.1 = 4776wb (1.3) vi =1132Ib (1.4) VT 4 = Owb 2nd Fl - UR Line Total Shear (2.A) VA2 =821gb (2.B) V B = 24641b (2.C) v c 2464wb (2.D) V D.2 = 821 "lb 1st Fl -UR Lira Total Shear (1.A) vT A 1 =1571 wb (1.B) vT B.1 = 4496wb (1.C) VT c = 4919wb (1.D) VT 0.1= 19941b 2SL Version 6.3 Summary Length L1 ft L2.2 =28 ft L3.2 = 12ft 1 -4.2= 0 ft Length L1.1 =37 L2.1 =24 ft L3.1 =12.5ft L 4.1 = O ft Length LA.2 =12 ft LB = 26ft LC.2 =12ft LD.2 =12ft Length LA.1 = L13.1= ft LC.1 = LD = 8.5ft Shear per foot Call -Out Controls v 1.2= 32° Plf v 42 = 1.1 = 98"pif v 3.1 = v 41 =O Shear per foot Call -Out A.1 = 157apif SW -1 SW -1 Ro 1.2 = "S" 2.2 = 74°plf SW -1 Ro2.2 = v 3.2 = 49°plf SW-1 Ro 3 = "S" Ro 4.2 = "W" Shear per foot Call -Out Controls SW-1 Ro 1.1 = "S" v 2.1 199 SW -1 Ro 2 = "S" SW -1 Ro 3 = "S" Ro 4.1 = "W" Shear per foot Call -Out Controls v A.2 = 68 ^plf SW-1 Ro A.2= "W' v B2 = 95 SW -1 Ro 6 2= " W " v C.2 = 205°0 SW -1 Ro C.2 = W' v 0.2 = 68 °pif SW-1 Ro D2= "VV" v C.1 =289.0f SW-2 Ro C.1 = "W, D.1= 235'pif SW -1 Ro 0 = "W" Uplift Force T1 =_966 lb T2. lb T 3.2 = -125 lb 4.2 =0lb Uplift Force Call -Out T1.1 = -1214 lb N /A; T < 1000# T2 = 8741b T -1 T 3.1=-257 lb N /A; T < 1000# T41 =Olb Uplift Force T A,2 = -823 lb T B.2 = -1201 lb T c2 = 285 lb T D.2= -101 lb Controls Uplift Force RoA = "W' TA.1 = -128 lb v B.1 = 375 SW-2 Ro B.1= ' W ' T B.1= 825 lb T C.1 =2166 lb TD.1 = 1571 lb Call -Out N /A; T < 1000# N /A; T < 1000# N /A; T < 1000# Call -Out N /A; T < 1000# N /A; T < 1000# N /A; T < 1000# N /A; T < 1000# Call -Out N /A; T < 1000# T -1 T- 1 T -1 7/29/2004 Page 12 Reed & Associates, PS Shear Wall Requirements - Hem Fir values SW -1 SW -2 Use 7/16" OSB w/ 8d © 6" Edge 8d © 12' Field Capacity (242 plt) Holddown Requirements T -1 STHD8/STHD8RJ w/ (24) -16d sinkers Capacity: 2210# Use 7/16" OSB w/ 8d @ 3" Edge 8d @ 12" Field Note 7 Capacity (456 pif) Shear Flow Connectors Capacity (Hem -Fir) 16d Nails. z1 : =154.1b 16d Slant Nails (v <150) z2:= 128•lb Simpson A35 Clip z 450•Ib Simpson 111 Truss Connector z 4:= 430•ib Simpson DTC Clip z 5 := 111.11) 1/2" Diameter Anchor Bolts (2x) z 6 := 758•Ib 5/8" Diameter Anchor Bolts (2x) z 7 := 1106.1b 5/8" Diameter Anchor Bolts (3x) z 8 := 1386•Ib Connector Spacing: Shear Walls 1 2 3 4 5 6 2SL Version 6.3 Z 7.6 4.1 6.3 3.4 22.3 11.8 21.3 11.3 5.5 2.9 37.6 19.9 54.8 29.1 68.7 36.5 9n 04 - 577 2SL IBC ver 6 -3.mcd 2003 IBC Section 2306.4 [467] 16d nails 16d slant nails A35 Clips 141 Clips DTC Clips 1/2" Anchor Bolts (2x) 5/8" Anchor Bolts (2x) 5/8" Anchor Bolts (3x) Shear Wall Capacity Sw 1 := 242•plf sw 2 :=456.0 Sw 3 : =00 SW 4: =0•plf SW 5: =0•pif SW 6 :=0.pif 7/29/2004 Page 13 Reed & Associates, PS 04 - 577 2SL IBC ver 6 -3.mcd Roof Diaphragm Check For the Roof Sheathing shown, calculate the minimum depth of the diaphragm: 5/8" OSB (48/24) Flooring w/ 10d Nails at 6" O.C. Edges 10d Nails at 12" O.C. Field "Any Case" HF #2 Cap=176plf 2SL Version 6.3 Wall Line Front/Back 3/8" OSB (48/24) Roof Sheathing w/ 8d Nails at 6" O.C. Edges Wall Line Minimum Depth Wall Line Minimum Depth 8d Nails at 12" O.C. Field "Any Case" HF #2 Cap =148 (1) D1.2; =V1.2 D1.2 = (A) p _ CapRF A'2 . CapRF D A• = 5.5 ft (2) D 2.2 =Ca D2.2= 13.9 ft (B) D 6.2 .- V B. D s.z =16.6 ft CapRF Left/Right $ V 3.2 ( ) D 3.2 D 3 2 : = ' . D3 = 4 ft (C) D C.2 = Ca p R F D C.2 =16.6 ft ( D4.2 =V4.2 0 4.2 = Oft (D) D V D.2 CapRF D.2 ' - CapRF D D. = 5.5 ft Floor Diaphragm Check For the Floor Sheathing shown, calculate the minimum depth of the diaphragm: Front/Back Left/Right Minimum Depth ( D 1.1 _ V CapFL D1.1 =123 ft . (A) 2 V 2.1 (2) D 2.1 ' - CapFL 02.1=15.4 ft (B) _ ( D 3.1 • - V CapFL D 3.1 = 3.1 ft (C) ( D 4.1 CapFL 0 4.1 =Oft (D) Wall Line Minimum Depth DA1 : =VA.1 CapFL D B.1 B.1 V CapFL _VC.1 D C ' 1 CapFL D0.1 : = D.1 CapFL DA.1 = D B.1 =11.5ft DC =13.9ft D D.1= 6.7 ft 7/29/2004 Page 14 Reed & Associates, PS 04 - 577 2SL IBC ver 6 -3.mcd 2SL Version 6.3 Basic Load Combinations 2003 IBC Section 1605.3.1 [273] D D +L D +L +(Lr) D+L+(S) D + L +( R) D + (W) + L +(R) D + (W ) +L +(S) D +(W) +L +(Lr) D +( 0.7E) +L +(Lr) D +( 0.7E) +L +(S) D +(0.7E) +L +(R) 0.6D +W 0.6D +0.7E Earthquake Load, E E= pQe +0.2S E= pQe -0.2S Max Earthquake Load, Em E= 0. +0.2S E= f2 0.2S Special Seismic Loads 1.2D +f1 *L +Em 0.9D +Em EQ 16 -7 EQ 16 -8 EQ 16 -9 EQ 16 -9 EQ 16 -9 EQ 16 -10 EQ 16 -10 EQ 16 -10 EQ 16 -10 EQ 16 -10 EQ 16 -10 EQ 16 -11 EQ 16 -12 EQ 16 -50 EQ 16 -51 EQ 16 -52 EQ 16 -53 EQ 16 - 19 EQ 16 -20 Dead Load Live Load Live Roof Load Snow Load Rain Load Wind Load Live Load Coefficient f1 D L L S R W 7/29/2004 Page 15 SHEARWALL SCHEDULE Date: 7/29/2004 ' 8711 212th St. S W, Edmond. WA 98025 019, (425) 7762797 Fax (425) 775-2073 Job #: 04 -577 MARK * (2) SHEATHING -APPLY TO 2x HF STUDS @ 16 "o /c U.N.O. BELOW SHEATHING EDGE NAILS *(5) ALL EDGES BLOCKED (do not past flush) ( penetrate ast flush BASE PLATE NAILS *(5 ) ROOF TO TOP PLATE, FLOOR TO TOP PLATE & SILL PLATE (6) SILL PLATE ANCHORS w/ 2" x 2" x 3/16" WASHERS * 8 ( ) SW -1 7/16" OSB 8d @ 6" o.c. 16d @ 9" o.c. A35 @ 24" o.c. 5/8" 0 @ 48" o.c. SW -2 7/16" OSB (Note 7) 8d @a 3" o.c. 16d @ 5" o.c. A35 @ 12" o.c. 5/8" 0 @ 15" o.c. HOLDOWN SCHEDULE RE & ASSOCIATES, PS Date: 7/29/2004 I 9 3 1 i 12111 S SW, , Edmo np 9311 2125, St SW, Edmond., WA 8026 e O1% . (425) 7762797 Fax (425) 775-2073 Job #: 04 -577 MARK HOLDOWN / STRAP *(1)(3) FASTENERS TO (2) -STUDS MIN U.N.O. FOUNDATION ANCHOR 0 (4) COMMENTS T -1 STHD8 /8RJ (24) - 16d • REED & ASSOCIATES, PS * I CN0 5 Structural Engin..dng 9711 212th St SW, Edmond., WA 98025 018w (425) 778 -2793 Fax (425) 775.2077 SHEARWALL & HOLDOWN NOTES (U.N.O.) : (1) Locate holdown (Simpson u.n.o.) at end of shearwall. (2) Construct cripple wall same as shearwall (SW) above, and gable -end same as shearwall (SW) below. (3) Deepen foundation as req'd for holdown anchor embedment. (4) Threaded rod and coupler as required. (5) Common nails: 8d= 0.131 "x2W ", 10d= 0.148 "x3 ", 12d= 0.148 "x3 %:', 16d= 0.162 "x3 1 /2", 16d sinker = 0.148 "x3 %:'. (6) Install H1's on all trusses /rafters, A35(F)'s at 24 "o /c on gables and rim joist (or solid blkg) to top plate (sill plate at foundation) u.n.o.; A35(F)'s required at roof solid blocking to SW top plate when specified spacing Is less than 24 "o /c, install H1 or H2.5 on all trusses /rafters. Connectors per Simpson Strong -Tie u.n.o. (7) Minimum 3x or dbl -2x stud lam'd w/ (2) -16d @ 6" o/c at abutting panel edges. (8) Anchor bolts shall be embedded at least 7" into concrete; there shall be a milnimum of two bolts per piece with one bolt located not more than 12" or less than seven bolt diameters from each end of the piece. 2x min PT, u.n.o. 7/29/2004 04 -577 (tjp) IBC 2004 Job Info.xls PROJECT JOB# DATE Topline Builders 04 -577 7/29/2004 DESIGN LOADS: REED & ASSOCIATES, PS Civil & Structural Engineering 8311 -212th St SW Edmonds, WA 98026 Office (425)778 -2793 Fax (425)775 -2073 BODE: ALL CONSTRUCTION SHALL CONFORM TO THE INTERNATIONAL BUILDING CODE (IBC), 2003 ED ROOF FLOOR General Structural Notes 15 PSF DEAD LOAD 25 PSF LIVE LOAD 10 PSF DEAD LOAD 40 PSF LIVE LOAD WIND SPEED 85 MPH WIND EXPOSURE B SOILS 2000 PSF DESIGN BEARING INSPECTIONS: NO SPECIAL INSPECTIONS ARE REQUIRED. NOTIFY BUILDING DEPARTMENT FOR BUILDING DEPARMENT INSPECTIONS AS REQUIRED BY LOCAL ORDINANCE. FOUNDATIONS: EXTEND FOOTING TO UNDISTURBED SOIL OF 2000 PSF BEARING CAPACITY (ASSUMED). BOTTOM OF EXTERIOR FTGS SHALL BE 1'6' MIN. BELOW OUTSIDE FINISHED GRADE. COMPACTED FILL: SHOULD CONSIST OF PREDOMINANTLY WELL - GRADED, GRANULAR SOIL, FREE OF ORGANIC MATERIAL AND DEBRIS. FILL SHOULD BE PLACED IN MAXIMUM 8" LOOSE LIFTS AND COMPACTED TO A MINMUM OF 95 PERCENT OF THE MAXIMUM DENSITY AT OPTIMUM MOISTURE CONTENT DETERMINED BY ASTM D -1557 TEST PROCEDURES WITHIN THE BUILDING AREA. CONCRETE: f c = 2500 PSI MINIMUM 5 -1/2 SACKS OF CEMENT PER CUBIC YARD OF CONCRETE AND A MAXIMUM OF 6.0 GALLONS OF WATER PER 94 LB. SACK OF CEMENT. MAXIMUM SLUMP IS 4 ". SEGREGATION OF MATERIALS TO BE PREVENTED. REINFORCING STEEL: #5 BARS AND LARGER SHALL BE GRADE 60 DEFORMED BARS, AND #3 AND #4 BARS SHALL BE GRADE 40, IN ACCORDANCE WITH ASTM A -615. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A -185 AND SHALL BE 6X6 — W1.4 X W1.4 LAP ONE FULL MESH AT SPLICES. ROOF TRUSSES: SHALL BE DESIGNED IN ACCORDANCE WITH THE T.P.I. AND THE IBC. TIMBER: BEAMS AND POSTS (4X AND GREATER) DF -L#1 OR BETTER STUDS HF #2 / STUD OTHER LUMBER HF #2 OR BETTER 2X TIMBER KILN DRIED. GRADES SHALL CONFORM TO "WWPA GRADING RULES FOR WESTERN LUMBER, LATEST EDITION." WOOD IN CONTACT WITH CONCRETE SHALL BE PRESSURE TREATED. MISCELLANEOUS CONNECTIONS TO BE SIMPSON STRONG -TIE OR APPROVED EQUAL. ALL NAILS SHALL BE COMMON WIRE NAILS. SHEAR WALL FRAMING: EXTERIOR WALLS TO BE SHEATHED WITH 7/16" OSB, BLOCK SOLID. NAIL TO 2X STUDS @ 16" O.C. WITH 8d @ 6" O.C. ALL EDGES AND 8d 12" O.C. INT. BEARINGS, U.N.O. ROOF DIAPHRAGM: APPLY 3/8" CDX PLWD (32/16) OR 7/16' OSB ON ROOF, NAIL WITH 8d @ 6" O.C. AT SUPPORTED EDGES AND 8d @ 12" O.C. AT INTERIOR SUPPORTS,_ BLOCKING NOT REQ'D U.N.O.. FLOOR DIAPHRAGM: APPLY 3/4" T &G STURD -I -FLOOR (24 O.C.) GLUED AND NAILED TO FLOOR FRAMING MEMBERS WITH 10d COMMON WIRE NAILS AT 6" O.C. AT ALL SUPPORTED EDGES AND 10d COMMON WIRE NAILS @ 12" O.C. AT INTERIOR SUPPORTS. MISCELLANEOUS: THE CONTRACTOR SHALL VERIFY DIMENSIONS AND CONDITIONS AT JOB SITE. THE CONTRACTOR SHALL PROVIDE TEMPORARY BRACING AS REQUIRED UNTIL ALL PERMANENT CONNECTIONS AND STIFFENINGS HAVE BEEN INSTALLED. DO NOT SCALE DRAWINGS. PRE- FABRICATED ITEMS TO BE HANDLED AND INSTALLED PER MANUFACTURER'S RECOMMENDATIONS. 7/29/2004 04 -577 (tjp) IBC 2004 Job Info.xls AUG -28 -06 04 :38PM FROM- ARCHITECTS NORTHWEST UPPER FLOOR FLAN x ties w • r-0' 4254876585 REED & ASSZCLOMPS T -953 P.004/008 F -973 P ldaVI ''\1/ F47 � nusaaruI un Mtw►tr'f*op AI 0 FL..O. ta main floor plan Architects Northwest Job No. 060772 CORRECTION BEAM CALCULATIONS FOR PLAN M3165A2F -1 TO BE BUILT IN TUKWILA, WASHMGTO FOR PEDERSON'S CLASSIC HOMES LOADING Roof 15 PSF Dead Load + 25 PSF Live Load = 40 PSF Floor 10 PSF Dead Load + 40 PSF Live Load = 50 PSF Ceiling 5 PSF Dead Load + 10 PSF Live Load = 15 PSF Deck 5 PSF Dead Load + 60 PSF Live Load= 65 PSF Interior wall = 07 PSF Exterior wall = 10 PSF DEFLECTION Roof = 1/240 Live Load, 1/180 Total Load Floor = 1/360 Live Load, 1/240 Total Load NOTE: This stamp applies to the members and assemblies described in these calculations only. And is only valid if it has a wet stamp. �, CEL Cry KWILA JAN 3 4 2007 PERM REVIEWED FOR CODE COMPLIANCE APPROVED Cis MAY 31 2007 Of Tukwila B ILD N DM ION ARCHITECTS NORTHWEST, Inc. 18915 142 Avenue NE Suite 100 Woodinville, WA 98072 (425) 485 -4900 FAX (425) 487 -6585 www.ArchitectsNW.com ROOF BEAM KEY UPPER FLOOR EEAM KEY Uniformly Loaded Floor Beam( 2003 International Residential Code (01 NDS)1 Ver: 6.00 By: Architects Northwest , Architects Northwest on: 09-11 -2006: 09:52:34 AM Project: M3165A2F-0 - Location: 01. BEAM BETWEEN DINING AND LIVING ROOM Summary: 5.125 IN x 9.0 IN x 12.0 FT / 24F -V4 - Visually Graded Western Species - Dry Use Section Adequate By: 50.2% Controlling Factor: Moment of Inertia / Depth Required 7.86 In Deflections: Dead Load: DLD= 0.08 IN Uve Load: LLD= 0.27 IN = L/541 Total Load: TLD= 0.34 IN = U421 Reactions (Each End): Live Load: LL -Rxn= 1920 LB Dead Load: DL -Rxn= 547 LB Total Load: TL -Rxn= 2467 LB Bearing Length Required (Beam only, support capacity not checked): BL= 0.74 IN Camber Reqd.: C= 0.11 IN Beam Data: Span: L= 12.0 FT Unbraced Length -Top of Beam: Lu= .1.0 FT Uve Load Deflect. Criteria: U 360 Total Load Deflect. Criteria: L/ 240 Camber Adjustment Factor: CAF= 1.5 X DLD Floor Loading: Floor Uve Load -Side One: LL1= 40.0 PSF Floor Dead Load -Side One: DL1= 10.0 PSF Tributary Width -Side One: TW1= 8.0 FT Floor Live Load -Side Two: LL2= 40.0 PSF Floor Dead Load -Side Two: DL2= 10.0 PSF Tributary Width -Side Two: TW2= 0.0 FT Live Load Duration Factor: Cd= 1.00 Wall Load: WALL= 0 PLF Beam Loading: Beam Total Live Load: wL= 320 PLF Beam Self Weight: BSW= 11 PLF Beam Total Dead Load: wD= 91 PLF Total Maximum Load: wT= 411 PLF Properties For: 24F -V4- Visually Graded Western Species Bending Stress: Fb= 2400 PS Shear Stress: Fv= 240 PS Modulus of Elasticity: Ex= 1800000 PS Ey= 1600000 PS Fc perp= 650 PS Fb_cpr= 1850 PS Fb'= 2398 PS Stress Perpendicular to Grain: Bending Stress of Comp. Face in Tension: Adjusted Properties Fb' (Tension): - Adjustment Factors: Cd =1.00 CI =1.00 Fv': Adjustment Factors: Cd =1.00 Design Requirements: Controlling Moment: 6.0 ft from left support Critical moment created by combining all dead and live loads. Controlling Shear: At a distance d from support. Critical shear created by combining all dead and live loads. Comparisons With Required Sections: Section Modulus (Moment): Area (Shear): Moment of Inertia (Deflection): Fv'= 240 PS M= 7402 FT -LB V= 2171 LB Sreq= 37.04 S= 69.19 Areq= 13.57 A= 46.13 Ireq= 207.33 I= 311.34 N3 N3 N2 N2 N4 N4 Uniformly Loaded Floor Beam[ 2003 International Residential Code (01 NDS) ] Ver. 6.00 By: Architects Northwest , Architects Northwest on: 09-11 -2006 Project: M3165A2F-0 - Location: 01. BEAM BETWEEN DINING AND LIVING ROOM Summary: 5.125 IN x 9.0 IN x 12.0 FT / 24F -V4 - Visually Graded Western Species - Dry Use Section Adequate By: 50.2% Controlling Factor. Moment of Inertia / Depth Required 7.86 In LOADING DIAGRAM 1 AL W A B Span =12 ft R eactions Live Load Dead Load Total Load Uplift Load A 1920 Lb 547 Lb 2467 Lb 365 Lb B 1920 Lb 547 Lb 2467 Lb 365 Lb Span Uniform Loading Live Load Dead Load Self Weight Total Load W 320 Plf 80 Plf 11 Plf 411 Plf Uniformly Loaded Floor Beam( 2003 International Residential Code (01 NDS)1 Ver. 6.00 By: Architects Northwest , Architects Northwest on: 09-11 -2006 : 09:52:35 AM Project: M3165A2F -0 - Location: 02. BEAM BETWEEN FOYER AND LIVING ROOM Summary: 5.5 IN x 11.25 IN x 9.0 FT / #2 - Douglas Fir -Larch - Dry Use Section Adequate By: 35.7% Controlling Factor: Section Modulus / Depth Required 9.66 In Deflections: Dead Load: DLD= Live Load: LLD= Total Load: TLD= Reactions (Each End): Live Load: LL -Rxn= Dead Load: DL -Rxn= Total Load: TL -Rxn= Bearing Length Required (Beam only, support capacity not checked): BL= Beam Data: Span: L= Unbraced Length -Top of Beam: Lu= Live Load Deflect. Criteria: U Total Load Deflect. Criteria: U Floor Loading: Floor Live Load -Side One: LL1= Floor Dead Load -Side One: DL1= Tributary Width -Side One: TW1= Floor Live Load -Side Two: LL2= Floor Dead Load -Side Two: DL2= Tributary Width -Side Two: TW2= Live Load Duration Factor: Cd= Wall Load: WALL= Beam Loading: Beam Total Live Load: wL= Beam Self Weight: BSW= Beam Total Dead Load: wD= Total Maximum Load: wT= Properties For: #2- Douglas Fir -Larch Bending Stress: Fb= Shear Stress: Fv= Modulus of Elasticity: E_ Stress Perpendicular to Grain: Fc,_perp= Adjusted Properties Fb' (Tension): Fb'= Adjustment Factors: Cd =1.00 CI =1.00 Cf =1.00 FV: Fv'= Adjustment Factors: Cd =1.00 Design Requirements: Controlling Moment: M= 4.5 ft from left support Critical moment created by combining all dead and live loads. Controlling Shear: V= At a distance d from support. Critical shear created by combining all dead and live loads. Comparisons With Required Sections: Section Modulus (Moment): Sreq= 85.48 S= 116.02 Area (Shear): Areq= 19.54 A= 61.88 Moment of Inertia (Deflection): Ireq= 181.66 I= 652.59 0.02 IN 0.08 IN = U1293 0.11 IN = U1009 2160 LB 608 LB 2768 LB 0.81 IN 9.0 FT 1.33 FT 360 240 40.0 PSF 10.0 PSF 8.0 FT 40.0 PSF 10.0 PSF 4.0 FT 1.00 0 PLF 480 PLF 15 PLF 135 PLF 615 PLF 875 PSI 170 PSI 1300000 PSI 625 PSI 874 PSI 170 PSI 6227 FT -LB 2214 LB N3 N3 N2 N2 N4 N4 Uniformly Loaded Floor Beam[ 2003 International Residential Code (01 NDS) ] Ver: 6.00 By: Architects Northwest, Architects Northwest on: 09 -11 -2006 Project: M3165A2F-0 - Location: 02. BEAM BETWEEN FOYER AND LIVING ROOM Summary: 5.5 IN x 11.25 IN x 9.0 FT / #2 - Douglas Fir -Larch - Dry Use Section Adequate By: 35.7% Controlling Factor: Section Modulus / Depth Required 9.66 In LOADING DIAGRAM 1 AL W A B r Span = 9 ft Reactions Live Load Dead Load Total Load Uplift Load A 2160 Lb 608 Lb 2768 Lb 405 Lb B 2160 Lb 608 Lb 2768 Lb 405 Lb Span Uniform Loading Live Load Dead Load Self Weight Total Load W 480 Plf 120 PIf 15 PIf 615 PIf Uniformly Loaded Floor Beam( 2003 International Residential Code (01 NDS) 1 Ver: 6.00 By: Architects Northwest , Architects Northwest on: 09-11 -2006: 09:52:36 AM Project: M3165A2F -0 - Location: 03. BEAM BETWEEN STAIR AND LIVING ROOM Summary: 5.125 IN x 9.0 IN x 8.0 FT / 24F -V4 - Visually Graded Western Species - Dry Use Section Adequate By: 113.0% Controlling Factor. Section Modulus / Depth Required 6.6 In Deflections: Dead Load: DLD= 0.03 IN Live Load: LLD= 0.11 IN = U912 Total Load: TLD= 0.13 IN = L/720 Reactions (Each End): Live Load: LL -Rxn= 2560 LB Dead Load: DL -Rxn= 685 LB Total Load: TL -Rxn= 3245 LB Bearing Length Required (Beam only, support capacity not checked): BL= 0.97 IN Camber Reqd.: C= 0.04 IN Beam Data: Span: - L= 8.0 FT Unbraced Length -Top of Beam: Lu= 1.0 FT Live Load Deflect. Criteria: U 360 • Total Load Deflect. Criteria: • L/ 240 Camber Adjustment Factor: CAF= 1.5 X DLD Floor. Loading: Floor Live Load -Side One: LL1= 40.0 PSF Floor Dead Load -Side One: DL1= 10.0 PSF Tributary Width -Side One: TW1= 8.0 FT Floor Live Load -Side Two: LL2= 40.0 P$F Floor Dead Load -Side Two: DL2= 10.0 PSF Tributary Width -Side Two: TW2= 8.0 FT Live Load Duration Factor: Cd= 1.00 Wall Load: WALL= 0 PLF Beam Loading: Beam Total Live Load: wL= 640 PLF Beam Self Weight: BSW= 11 PLF Beam Total Dead Load: wD= 171 PLF Total Maximum Load: wT= 811 PLF Properties For: 24F -V4- Visually Graded Western Species Bending Stress: Fb= 2400 PS Shear Stress: Fv= 240 PS Modulus of Elasticity: Ex= 1800000 PS Ey= 1600000 PS Fc perp= 650 PS Fb_cpr= 1850 PS Fb'= 2398 PS Stress Perpendicular to Grain: Bending Stress of Comp. Face in Tension: Adjusted Properties • Fb' (Tension): Adjustment Factors: Cd =1.00 CI =1.00 Fv': Adjustment Factors: Cd =1.00 Design Requirements: Controlling Moment: 4.0 ft from left support Critical moment created by combining all dead and live loads. Controlling Shear: At a distance d from support. Critical shear created by combining all dead and live loads. Comparisons With Required Sections: Section Modulus (Moment): Area (Shear): Moment of Inertia (Deflection): Fv'= 240 PS M= 6490 FT -LB V= 2661 LB Sreq= 32.48 S= 69.19 Areq= 16.63 A= 46.13 Ireq= 122.86 I= 311.34 N3 N3 N2 N2 N4 N4 Uniformly Loaded Floor Beam[ 2003 International Residential Code (01 NDS) ] Ver. 6.00 By: Architects Northwest , Architects Northwest on: 09-11 -2006 Project: M3165A2F-0 - Location: 03. BEAM BETWEEN STAIR AND LIVING ROOM Summary: 5.125 IN x 9.0 IN x 8.0 FT / 24F -V4 - Visually Graded Western Species - Dry Use Section Adequate By: 113.0% Controlling Factor: Section Modulus / Depth Required 6.6 In LOADING DIAGRAM Reactions Live Load Dead Load Total Load Uplift Load A 2560 Lb 685 Lb 3245 Lb 457 Lb B 2560 Lb 685 Lb 3245 Lb 457 Lb Span Uniform Loading Live Load Dead Load Self Weight Total Load W 640 PIf 160 PIf 11 PIf 811 Plf Span =8ft Uniformly Loaded Floor Beam( 2003 International Residential Code (01 NDS) Ver: 6.00 By: Architects Northwest , Architects Northwest on: 09-11 -2006: 09:52:37 AM Project: M3165A2F -0 - Location: 04. BEAM BETWEEN STAIR AND NOOK Summary: 5.125 IN x 12.0 IN x 13.0 FT / 24F -V4 - Visually Graded Western Species - Dry Use Section Adequate By: 180.0% Controlling Factor. Moment of Inertia / Depth Required 8.51 In Deflections: Dead Load: DLD= 0.05 IN Live Load: LLD= 0.15 IN = U1008 Total Load: TLD= 0.20 IN = L/777 Reactions (Each End): Live Load: LL -Rxn= 2080 LB Dead Load: DL -Rxn= 617 LB Total Load: TL -Rxn= 2697 LB Bearing Length Required (Beam only, support capacity not checked): BL= 0.81 IN Camber Regd.: C= 0.07 IN Beam Data: Span: L= 13.0 FT Unbraced Length -Top of Beam: Lu= 0.0 FT Live Load Deflect. Criteria: U 360 Total Load Deflect. Criteria: U 240 Camber Adjustment Factor. CAF= 1.5 X DLD Floor Loading: Floor Live Load -Side One: LL1= 40.0 PSF Floor Dead Load -Side One: DL1= 10.0 PSF Tributary Width -Side One: TW1= 8.0 FT Floor Live Load -Side Two: LL2= 40.0 PSF Floor Dead Load -Side Two: DL2= 10.0 PSF Tributary Width -Side Two: TW2= 0.0 FT Live Load Duration Factor: Cd= 1.00 Wall Load: WALL= 0 PLF Beam Loading: Beam Total Live Load: wL= 320 PLF Beam Self Weight: BSW= 15 PLF Beam Total Dead Load: wD= 95 PLF Total Maximum Load: wT= 415 PLF Properties For: 24F-V4- Visually Graded Western Species Bending Stress: Fb= 2400 PS Shear Stress: Fv= 240 PS Modulus of Elasticity: Ex= 1800000 PS Ey= 1600000 PS Fc perp= 650 PS Fb_cpr= 1850 PS Fb'= 2400 PS Stress Perpendicular to Grain: Bending Stress of Comp. Face in Tension: Adjusted Properties Fb' (Tension): Adjustment Factors: Cd =1.00 Fv': Adjustment Factors: Cd =1.00 Design Requirements: Controlling Moment: 6.5 ft from left support Critical moment created by combining all dead and live loads. Controlling Shear: At a distance d from support. Critical shear created by combining all dead and live loads. Comparisons With Required Sections: Section Modulus (Moment): Area (Shear): Moment of Inertia (Deflection): Fv'= 240 PS M= 8766 FT -LB V= 2320 LB Sreq= 43.83 S= 123.00 Areq= 14.50 A= 61.50 Ireq= 263.60 I= 738.00 N3 N3 N2 N2 N4 N4 Uniformly Loaded Floor Beam[ 2003 International Residential Code (01 NDS) j Ver: 6.00 By: Architects Northwest , Architects Northwest on: 09-11 -2006 Project: M3165A2F-0 - Location: 04. BEAM BETWEEN STAIR AND NOOK Summary: 5.125 IN x 12.0 IN x 13.0 FT / 24F -V4 - Visually Graded Western Species - Dry Use Section Adequate By: 180.0% Controlling Factor. Moment of Inertia / Depth Required 8.51 In LOADING DIAGRAM A I Span 13 ft Reactions Live Load Dead Load Total Load Uplift Load A 2080 Lb 617 Lb 2697 Lb 411 Lb B 2080 Lb 617 Lb 2697 Lb 411 Lb Uniform Loading Live Load Dead Load Self Weight Total Load W 320 Plf 80 Plf '15 Plf 415 Plf Uniformly Loaded Floor Beam( 2003 International Residential Code (01 NDS)1 Ver: 6.00 By: Architects Northwest , Architects Northwest on: 09-11 -2006: 09:52:39 AM Project: M3165A2F -0 - Location: 05. BEAM OVER FURNACE AND WATER HEATER Summary: 5.5 IN x 11.25 IN x 8.0 FT / #2 - Douglas Fir -Larch - Dry Use Section Adequate By: 154.5% Controlling Factor. Section Modulus / Depth Required 7.05 In Deflections: Dead. Load: DLD= 0.01 IN Live Load: LLD= 0.03 IN = L/2762 Total Load: TLD= 0.05 IN = L/2130 Reactions (Each End): Live Load: LL -Rxn= 1280 LB Dead Load: DL -Rxn= 380 LB Total Load: . TL -Rxn= 1660 LB Bearing Length Required (Beam only, support capacity not checked): BL= 0.48 IN Beam Data: Span: L= 8.0 FT Unbraced Length -Top of Beam: Lu= 1.33 FT Live Load Deflect. Criteria: V 360 Total Load Deflect. Criteria: L/ 240 Floor Loading: Floor Live Load -Side One: LL1= 40.0 PSF Floor Dead Load -Side One: DL1= 10.0 PSF Tributary Width -Side One: TW1= 4.0 FT Floor Live Load -Side Two: LL2= 40.0 PSF Floor Dead Load -Side Two: DL2= 10.0 PSF Tributary Width -Side Two: TW2= 4.0 FT Live Load Duration Factor: Cd= 1.00 Wall Load: WALL= 0 PLF Beam Loading: Beam Total Live Load: wL= 320 PLF Beam Self Weight: BSW= 15 PLF Beam Total Dead Load: wD= 95 PLF Total Maximum Load: wT= 415 PLF Properties For: #2- Douglas Fir -Larch Bending Stress: Fb= 875 PSI Shear Stress: Fv= 170 PSI Modulus of Elasticity: E= 1300000 PSI Stress Perpendicular to Grain: Fc perp= 625 PSI Adjusted Properties Fb' (Tension): Fb'= 874 PSI Adjustment Factors: Cd =1.00 CI =1.00 Cf =1.00 Fv': Fv'= 170 PSI Adjustment Factors: Cd =1.00 Design Requirements: Controlling Moment: M= 3320 FT -LB 4.0 ft from left support Critical moment created by combining all dead and live loads. Controlling Shear: V= 1295 LB At a distance d from support. Critical shear created by combining all dead and live loads. Comparisons With Required Sections: . Section Modulus (Moment): Sreq= 45.58 N3 S= 116.02 N3 Area (Shear): Areq= 11.43 N2 A= 61.88 N2 Moment of Inertia (Deflection): lreq= 85.06 N4 I= 652.59 N4 Uniformly Loaded Floor Beam[ 2003 International Residential Code (01 NDS) j Ver 6.00 By: Architects Northwest , Architects Northwest on: 09-11 -2006 Project: M3165A2F -0 - Location: 05. BEAM OVER FURNACE AND WATER HEATER Summary: 5.5 IN x 11.25 IN x 8.0 FT / #2 - Douglas Fir -Larch - Dry Use Section Adequate By: 154.5% Controlling Factor. Section Modulus / Depth Required 7.05 In LOADING DIAGRAM Reactions Live Load Dead Load Total Load Uplift Load A 1280 Lb 380 Lb 1660 Lb 253 Lb B 1280 Lb 380 Lb 1660 Lb 253 Lb Span Uniform Loading Live Load Dead Load Self Weight Total Load W 320 PIf 80 PIf 15 Plf 415 Plf Span = 8 ft Uniformly Loaded Floor Beam( 2003 International Residential Code (01 NOS)] Ver. 6.00 By: Architects Northwest , Architects Northwest on: 09-11 -2006: 09:52:40 AM Project: M3165A2F -0 - Location: 06. BEAM OVER NOOK Summary: 5.125 IN x 9.0 IN x 12.0 FT / 24F -V4 - Visually Graded Western Species - Dry Use Section Adequate By: 14.4% Controlling Factor: Moment of Inertia / Depth Required 8.6 In Deflections: Dead Load: DLD= 0.10 IN Live Load: LLD= 0.35 IN = U412 Total Load: TLD= 0.45 IN = U323 Reactions (Each End): Live Load: LL -Rxn= 2520 LB Dead Load: DL -Rxn= 697 LB Total Load: TL -Rxn= 3217 LB Bearing Length Required (Beam only, support capacity not checked): BL= 0.97 IN Camber Regd.: C= 0.15 IN Beam Data: Span: L= 12.0 FT Unbraced Length -Top of Beam: Lu= 1.0 FT Live Load Deflect. Criteria: U 360 Total Load Deflect. Criteria: U 240 Camber Adjustment Factor. CAF= 1.5 X DLD Floor Loading: Floor Live Load -Side One: LL1= 40.0 PSF Floor Dead Load -Side One: DL1= 10.0 PSF Tributary Width -Side One: TW1= 8.0 FT Floor Live Load -Side Two: LL2= 40.0 PSF Floor Dead Load -Side Two: DL2= 10.0 PSF Tributary Width -Side Two: TW2= 2.5 FT Live Load Duration Factor: Cd= 1.00 Wall Load: WALL= 0 PLF Beam Loading: Beam Total Live Load: wL= 420 PLF Beam Self Weight: BSW= 11 PLF Beam Total Dead Load: wD= 116 PLF Total Maximum Load: - wT= 536 PLF Properties For. 24F -V4- Visually Graded Western Species Bending Stress: Fb= 2400 PS Shear Stress: Fv= 240 PS Modulus of Elasticity: Ex= 1800000 PS Ey= 1600000 PS Fc perp= 650 PS Fb_cpr= 1850 PS Fb'= 2398 PS Stress Perpendicular to Grain: Bending Stress of Comp. Face in Tension: Adjusted Properties Fb' (Tension): Adjustment Factors: Cd =1.00 CI =1.00 Fv': Adjustment Factors: Cd =1.00 Design Requirements: Controlling Moment: 6.0 ft from left support Critical moment created by combining all dead and live loads. Controlling Shear: At a distance d from support. Critical shear created by combining all dead and live loads. Comparisons With Required Sections: Section Modulus (Moment): Area (Shear): Moment of Inertia (Deflection): Fv'= 240 PSI M= 9652 FT -LB V= 2831 LB Sreq= 48.30 N3 S= 69.19 N3 Areq= 17.69 N2 A= 46.13 N2 Ireq= 272.12 N4 I= 311.34 N4 Uniformly Loaded Floor Beam[ 2003 International Residential Code (01 NDS) ] Ver: 6.00 By: Architects Northwest , Architects Northwest on: 09-11 -2006 Project: M3165A2F-0 - Location: 06. BEAM OVER NOOK Summary: 5.125 IN x 9.0 IN x 12.0 FT / 24F -V4 - Visually Graded Western Species - Dry Use Section Adequate By: 14.4% Controlling Factor. Moment of Inertia / Depth Required 8.6 In LOADING DIAGRAM Reactions Live Load Dead Load Total Load Uplift Load A 2520 Lb 697 Lb 3217 Lb 465 Lb B 2520 Lb 697 Lb 3217 Lb 465 Lb Span Uniform Loading Live Load Dead Load Self Weight Total Load W 420 PIf 105 PIf 11 Plf 536 PIf • Span 12 ft. Uniformly Loaded Floor Beamr 2003 International Residential Code (01 NDS)1 Ver. 6.00 By: Architects Northwest , Architects Northwest on: 09 -11 -2006 : 09:52:41 AM Project: M3165A2F-0 - Location: 07. CENTER BEAM OVER GARAGE Summary: 5.125 IN x 15.0 IN x 20.0 FT / 24F -V4 - Visually Graded Western Species - Dry Use Section Adequate By: 20.1% Controlling Factor. Moment of Inertia / Depth Required 14.11 In Deflections: Dead Load: DLD= Live Load: LLD= Total Load: TLD= Reactions (Each End): Live Load: 0 LL -Rxn= 4000 LB Dead Load: DL -Rxn= 1187 LB Total Load: TL -Rxn= 5187 LB Bearing Length Required (Beam only, support capacity not checked): BL= 1.56 IN Camber Reqd.: C= 0.25 IN Beam Data: Span: L= Unbraced Length -Top of Beam: Lu= Live Load Deflect. Criteria: U Total Load Deflect. Criteria: U Camber Adjustment Factor: CAF= Floor Loading: LL1= Floor Live Load -Side One: Floor Dead Load -Side One: DL1= Tributary Width -Side One: TW1= Floor Live Load -Side Two: LL Floor Dead Load -Side Two: DL Tributary Width -Side Two: TW Live Load Duration Factor: Cd= Wall Load: WALL= Beam Loading: Beam Total Live Load: wL= Beam Self Weight: BSW= Beam Total Dead Load: wD= Total Maximum Load: WT= Properties For: 24F -V4- Visually Graded Western Species Bending Stress: Fb= 2400 PS Shear Stress: Fv= 240 PS Modulus of Elasticity: Ex= 1800000 PS Ey= 1600000 PS Fc perp= 650 PS Fb_cpr= 1850 PS Fb'= 2359 PS Stress Perpendicular to Grain: Bending Stress of Comp. Face in Tension: Adjusted Properties Fb''(Tension): Adjustment Factors: Cd =1.00 CI =1.00 Cv =0.98 Fv': Adjustment Factors: Cd =1.00 Design Requirements: Controlling Moment 10.0 ft from left support Critical moment created by combining all dead and live loads. Controlling Shear: At a distance d from support. Critical shear created by combining all dead and live loads. Comparisons With Required Sections: Section Modulus (Moment): Area (Shear): Moment of Inertia (Deflection): Sreq= 131.95 S= 192.19 Areq= 28.53 A= 76.88 Ireq= 1199.81 I= 1441.41 0.16 IN 0.55 IN = U432 0.72 IN = U334 20.0 FT 1.33 FT 360 240 1.5 X DLD 40.0 PSF 10.0 PSF 4.0 FT 40.0 PSF 10.0 PSF 6.0 FT 1.00 0 PLF 400 PLF 19 PLF 119 PLF 519 PLF Fv'= 240 PS M= 25934 FT -LB V= 4564 LB N3 N3 N2 N2 N4 N4 Uniformly Loaded Floor Beam( 2003 International Residential Code (01 NDS) I Ver: 6.00 By: Architects Northwest , Architects Northwest on: 09-11 -2006 Project: M3165A2F-0 - Location: 07. CENTER BEAM OVER GARAGE Summary: 5.125 IN x 15.0 IN x 20.0 FT / 24F -V4 - Visually Graded Western Species - Dry Use Section Adequate By: 20.1% Controlling Factor. Moment of Inertia / Depth Required 14.11 In LOADING DIAGRAM A Span 20 ft Reactions Live Load Dead Load Total Load Uplift Load A 4000 Lb 1187 Lb 5187 Lb 791 Lb B 4000 Lb 1187 Lb 5187 Lb 791 Lb Span • Uniform Loading Live Load Dead Load Self Weight Total Load W 400 PIf 100 PIf 19 PIf 519 PIf Uniformly Loaded Floor Beam!' 2003 International Residential Code (01 NDS)1 Ver. 6.00 By: Architects Northwest , Architects Northwest on: 09-11 -2006: 09:52:42 AM Project: M3165A2F -0 - Location: 08. LARAGE GARAGE DOOR HEADER Summary: 5.125 IN x 12.0 IN x 16.0 FT / 24F -V4 - Visually Graded Western Species - Dry Use Section Adequate By: 82.5% Controlling Factor. Moment of Inertia / Depth Required 9.82 In Deflections: Dead Load: DLD= Live Load: LLD= Total Load: TLD= Reactions (Each End): Live Load: LL -Rxn= Dead Load: DL -Rxn= Total Load: TL -Rxn= Bearing Length Required (Beam only, support capacity not checked): BL= Camber Regd.: C Beam Data: Span: • L= Unbraced Length-Top of Beam: Lu= Live Load Deflect. Criteria: U Total Load Deflect. Criteria: U Camber Adjustment Factor: CAF= Floor Loading: Floor Live Load -Side One: LL1= Floor Dead Load -Side One: DL1= Tributary Width -Side One: TW1= Floor Live Load -Side Two: LL Floor Dead Load -Side Two: DL2= Tributary Width -Side Two: TW Live Load Duration Factor: Cd= Wall Load: WALL= Beam Loading: Beam Total Live Load: wL= Beam Self Weight: BSW= Beam Total Dead Load: wD= Total Maximum Load: wT Properties For: 24F -V4- Visually Graded Western Species Bending Stress: Fb= Shear Stress: Fv= Modulus of Elasticity: Ex= Ey= Stress Perpendicular to Grain: Fc perp= Bending Stress of Comp. Face in Tension: Fb_cpr= Adjusted Properties Fb' (Tension): • Fb'= 2396 Adjustment Factors: Cd =1.00 CI =1.00 Fv': Fv '= Adjustment Factors: Cd =1.00 Design Requirements: Controlling Moment: M 8.0 ft from left support Critical moment created by combining all dead and live loads. Controlling Shear. V= At a distance d from support. Critical shear created by combining all dead and live loads. Comparisons With Required Sections: Section Modulus (Moment): Sreq= 63.30 S= 123.00 Area (Shear): Areq= 17.38 A= 61.50 Moment of Inertia (Deflection): Ireq= 404.36 I= 738.00 0.17 IN 0.27 IN = U721 0.44 IN = U438 1920 LB 1240 LB 3160 LB 0.95 IN 0.26 IN 16.0 FT 1.33 FT 360 240 1.5 X DLD 40.0 PSF 10.0 PSF 6.0 FT 40.0 PSF 10.0 PSF 0.0 . FT 1.00 80 PLF 240 PLF 15 PLF 155 PLF 395 PLF 2400 PS 240 PS 1800000 PS 1600000 PS 650 PS 1850 PS PSI 240 PSI 12638 FT -LB 2780 LB N3 N3 N2 N2 N4 N4 Uniformly Loaded Floor Beam[ 2003 International Residential Code (01 NDS) ] Ver. 6.00 By: Architects Northwest , Architects Northwest on: 09-11 -2006 Project: M3165A2F-0 - Location: 08. LARAGE GARAGE DOOR HEADER Summary: 5.125 IN x 12.0 IN x 16.0 FT / 24F -V4 - Visually Graded Western Species - Dry Use Section Adequate By: 82.5% Controlling Factor: Moment of Inertia / Depth Required 9.82 In LOADING DIAGRAM 1 A r Span = 16 ft Reactions Live Load Dead Load Total Load Uplift Load A 1920 Lb 1240 Lb 3160 Lb 826 Lb B 1920 Lb 1240 Lb 3160 Lb 826 Lb Span Uniform Loading Live Load Dead Load Self Weight Total Load W 240 PIf 140 PIf 15 PIf 395 PIf Roof Beam( 2003 International Residential Code (01 NDS)1 Ver: 6.00 By: Architects Northwest , Architects Northwest on: 09-11 -2006: 09:52:44 AM Protect: M3165A2F-0 - Location: 09. BEAM SUPPORTING TOWER Summary: 5.5 IN x 11.25 IN x 9.0 FT / #2 - Douglas Fir -Larch - Dry Use Section Adequate By: 177.7% Controlling Factor: Section Modulus / Depth Required 6.75 In Deflections: Dead Load: DLD= 0.03 IN Live Load: LLD= 0.03 IN = U4138 Total Load: TLD= 0.06 IN = U1796 Reactions (Each End): Live Load: LL -Rxn= 675 LB Dead Load: DL -Rxn= 880 LB Total Load: TL -Rxn= 1555 LB Bearing Length Required (Beam only, support capacity not checked): BL= 0.45 IN Beam Data: Span: L= 9.0 FT Maximum Unbraced Span: Lu= 1.33 FT Pitch Of Roof: RP= 6 : 12 Live Load Deflect. Criteria: U 240 Total Load Deflect. Criteria: U 180 Roof Loading: Roof Live Load -Side One: LL1= 25.0. PSF Roof Dead Load -Side One: DL1= 15.0 PSF Tributary Width -Side One: TW1= 4.0 FT Roof Live Load -Side Two: LL2= 25.0 PSF Roof Dead Load -Side Two: DL2= 15.0 PSF Tributary Width -Side Two: TW2= 2.0 FT Roof Duration Factor: Cd= 1.15 Wall Load: WALL= 80 PLF Beam Self Weight: BSW= 15 PLF Slope/Pitch Adjusted Lengths and Loads: Adjusted Beam Length: Ladj= 9.0 FT Beam Uniform Live Load: wL= 150 PLF Beam Uniform Dead Load: wD_adj= 196 PLF Total Uniform Load: wT= 346 PLF Properties For: #2- Douglas Fir -Larch Bending Stress: Fb= 875 PSI Shear Stress: Fv= 170 PSI Modulus of Elasticity: E= 1300000 PSI Stress Perpendicular to Grain: Fc_perp= 625 PSI Adjusted Properties Fb' (Tension): Fb'= 1005 PSI Adjustment Factors: Cd =1.15 CI =1.00 Cf =1.00 Fv': Fv'= 196 PSI Adjustment Factors: Cd =1.15 Design Requirements: Controlling Moment: M= 3500 FT -LB 4.5 ft from left support Critical moment created by combining all dead and live loads. Controlling Shear: V= 1244 LB At a distance d from support. Critical shear created by combining all dead and live loads. Comparisons With Required Sections: Section Modulus (Moment): Sreq= 41.78 IN3 S= 116.02 IN3 Area (Shear): Areq= 9.55 .IN2 A= 61.88 IN2 Moment of Inertia (Deflection): Ireq= 65.41 IN4 I= 652.59 IN4 Roof Beam[ 2003 International Residential Code (01 NDS) ] Ver: 6.00 By: Architects Northwest , Architects Northwest on: 09 -11 -2006 Project: M3165A2F-0 - Location: 09. BEAM SUPPORTING TOWER Summary: 5.5 IN x 11.25 IN x 9.0 FT / #2 - Douglas Fir -Larch - Dry Use Section Adequate By: 177.7% Controlling Factor. Section Modulus / Depth Required 6.75 In LOADING DIAGRAM Reactions Live Load Dead Load Total Load Uplift Load A 675 Lb 880 Lb 1555 Lb 587 Lb B 675 Lb 880 Lb 1555 Lb 587 Lb Span Uniform Loading Live Load Dead Load Self Weight Total Load W 150 PIf 181 PIf 15 PIf 346 PIf Span = 9 ft Roof Beam( 2003 International Residential Code (01 NDS)1 Ver: 6.00 By: Architects Northwest , Architects Northwest on: 09-11 -2006 : 09:52:45 AM Project: M3165A2F-0 - Location: 10. BEAMS SUPPORTING ENTRY ROOF Summary: 5.5 IN x 11.25 IN x 8.0 FT / #2 - Douglas Fir -Larch - Dry Use Section Adequate By: 357.0% Controlling Factor: Section Modulus / Depth Required 5.26 In Deflections: Dead Load: DLD= Live Load: LLD= Total Load: TLD= Reactions (Each End): Live Load: LL -Rxn= 600 LB Dead Load: DL -Rxn= 463 LB Total Load: TL -Rxn= 1063 LB Bearing Length Required (Beam only, support capacity not checked): BL= 0.31 IN Beam Data: Span: L= Maximum Unbraced Span: Lu= Pitch Of Roof: RP= Live Load Deflect. Criteria: L/ Total Load Deflect. Criteria: U Roof Loading: Roof Live Load -Side One: L1_1= Roof Dead Load -Side One: DL1= Tributary Width -Side One: TW1= Roof Live Load -Side Two: LL2= Roof Dead Load -Side Two: DL2= Tributary Width -Side Two: TW2= Roof Duration Factor: Cd= Beam Self Weight: BSW= Slope/Pitch Adjusted Lengths and Loads: Adjusted Beam Length: Ladi= Beam Uniform Live Load: wL= Beam Uniform Dead Load: wD_adj= Total Uniform Load: wT= Properties For: #2- Douglas Fir -Larch Bending Stress: Fb= 875 PSI Shear Stress: Fv= 170 PSI Modulus of Elasticity: E= 1300000 PSI Stress Perpendicular to Grain: Fc_perp= 625 PSI Adjusted Properties Fb'.(Tension): Fb'= Adjustment Factors: Cd =1.15 CI =1.00 Cf=1.00 Re: Fv'= • Adjustment Factors: Cd =1.15 Design Requirements: Controlling Moment: M= 4.0 ft from left support Critical moment created by combining all dead and live loads. Controlling Shear: V= At a distance d from support. Critical shear created by combining all dead and live loads. Comparisons With Required Sections: Section Modulus (Moment): Sreq= 25.39 N3 S= 116.02 N3 Area (Shear): Areq= 6.36 N2 A= 61.88 N2 Moment of Inertia (Deflection): Ireq= 35.31 N4 I= 652.59 N4 0.01 IN 0.02 IN = U5892 0.03 IN = L/3327 8.0 FT 2.0 FT 6 : 12 240 180 25.0 PSF 15.0 PSF 4.0 FT 25.0 PSF 15.0 PSF 2.0 FT 1.15 15 PLF 8.0 FT 150 PLF 116 PLF 266 PLF 1005 PSI 196 PSI 2125 FT -LB 829. LB Roof Beam[ 2003 International Residential Code (01 NDS) ] Ver: 6.00 By: Architects Northwest , Architects Northwest on: 09-11 -2006 Project: M3165A2F-0 - Location: 10. BEAMS SUPPORTING ENTRY ROOF Summary: 5.5 IN x 11.25 IN x 8.0 FT / #2 - Douglas Fir -Larch - Dry Use Section Adequate By: 357.0% Controlling Factor. Section Modulus / Depth Required 5.26 In LOADING DIAGRAM A Span r =8ft Reactions .Live Load Dead Load Total Load Uplift Load A 600 Lb 463 Lb 1063 Lb 308 Lb B 600 Lb 463 Lb 1063 Lb 308 Lb Span Uniform Loading Live Load Dead Load Self Weight Total Load W 150 PIf 101 Plf 15 PIf 266 PIf Roof Beam( 2003 International Residential Code (01 NDS)1 Ver. 6.00 By: Architects Northwest , Architects Northwest on: 09-11 -2006: 09:52:46 AM Project: M3165A2F-0 - Location: 11. MASTER BEDROOM WINDOW HEADER Summary: 5.5 IN x 11.5 IN x 6.0 FT / #2 - Douglas Fir -Larch - Dry Use Section Adequate By: 121.6% Controlling Factor. Section Modulus / Depth Required 7.73 In Deflections: Dead Load: DLD= Live Load: LLD= Total Load: TLD Reactions (Each End): Live Load: LL -Rxn= Dead Load: DL -Rxn= Total Load: TL -Rxn= Bearing Length Required (Beam only, support capacity not checked): BL= Beam Data: Span: L Maximum Unbraced Span: Lu= Pitch Of Roof: RP= Live Load Deflect. Criteria: U Total Load Deflect. Criteria: U Roof Loading: Roof Live Load -Side One: LL1= Roof Dead Load -Side One: DL1= Tributary Width -Side One: TW Roof Live Load -Side Two: LL Roof Dead Load -Side Two: DL Tributary Width -Side Two: TW2= Roof Duration Factor: Cd= Beam Self Weight: BSW= Slope /Pitch Adjusted Lengths and Loads: Adjusted Beam Length: Ladj= Beam Uniform Live Load: wL= Beam Uniform Dead Load: wD_adj= Total Uniform Load: wT= Properties For: #2- Douglas Fir -Larch Bending Stress: Fb= Shear Stress: Fv= Modulus of Elasticity: E= Stress Perpendicular to Grain: Fc _perp= Adjusted Properties Fb' (Tension): Fb'= Adjustment Factors: Cd =1.15 CI =1.00 Cf=1.00 Fv': Fv'= Adjustment Factors: Cd =1.15 Design Requirements: Controlling Moment: M= 3.0 ft from left support Critical moment created by combining all dead and live loads. Controlling Shear. V= At a distance d from support. Critical shear created by combining all dead and live loads. Comparisons With Required Sections: Section Modulus (Moment): Sreq= S= Area (Shear): Areq= A= Moment of Inertia (Deflection): Ireq= 1= 0.01 IN 0.02 I N = U3730 0.03 I N = U2199 1800 LB 1254 LB 3054 LB 0.89 IN 6.0 FT 2.0 FT 6 : 12 240 180 25.0 PSF 15.0 PSF 22.0 FT 25.0 PSF 15.0 PSF 2.0 FT 1.15 15 PLF 6.0 FT 600 PLF 418 PLF 1018 PLF 875 PSI 170 PSI 1300000 PSI 625 PSI 1005 PSI 196 PSI 4580 FT -LB 2138 LB 54.72 121.23 16.40 63.25 57.07 697.07 N3 N3 N2 N2 N4 N4 J_ A r Roof Beam[ 2003 International Residential Code (01 NDS) ] Ver. 6.00 By: Architects Northwest , Architects Northwest on: 09-11 -2006 Project: M3165A2F-0 - Location: 11. MASTER BEDROOM WINDOW HEADER Summary: 5.5 IN x 11.5 IN x 6.0 FT / #2 - Douglas Fir -Larch - Dry Use Section Adequate By: 121.6% Controlling Factor: Section Modulus / Depth Required 7.73 In LOADING DIAGRAM Reactions Live Load Dead Load Total Load Uplift Load A 1800 Lb 1254 Lb 3054 Lb 836 Lb B 1800 Lb 1254 Lb 3054 Lb 836 Lb Span Uniform Loading Live Load Dead Load Self Weight Total Load W 600 Plf 402 PIf 15 PIf 1018 Plf Span =6ft MITCHELL ENGINEERING L1A Lp.ed 6:4:,--9pitlf . 0-44 7 a lvvAus 2c ,‘,..i°sp DATE THESE CALCULATIONS ARE COPYRIGHTED AND MAY NOT BE COPIED WITHOUT THE PREPARED BY WRITTEN PERMISSION OF MITCHELL ENGINEERING, INC. USE OFTHCSE CALCUI A ' IS LIMITED TO A SP ;CiF1G PROJECT FOR PERSONS NAMED HEREON FOR THE CONSTRUCTION OF ONE EiU tWING. ANY OTHOWSECR REUSE Is STRICTLY PROHIB- ITED WITHOUT THE WRITTEN CONSENT FROM MITCHF_U. ENGINEERRMQ, M P^rr:^'': , o. i l FILE COPY 7821 - 168th Ave. N.E. Redmond, WA 98052 (425) 747-1500 -J emissions. i /a / 44 ai CODE CO PLIANCE - - vT APPROVED ! MAY 3 l 2007 �'' - T o 71 *I" A I AgliREcTIONIExP'REs: vv '1 LT R# c (40L(, A �W �/ rs 41u. f PROJECT. S HEET NO. OF SUBJECT ‚j 3140 A2Fra JOB Na 7 "9 P partial foundation plan shear walls main floor plan shear walls roof lateral design criteria wind seismic shear wall front back shear side SHEAR NALL SCHEDULE SPEAR WALL DESIGNATION NAIL 51ZE NAIL SPACING • HEM -FIR *2 */FT. EDGES STUDS TOP/SOTTOM PLATE BLOCKING REWIRED 62-4 6d 4" 4" 4" NO 250 PI-6 8d 6" 12" 6" YES 210 PI-4 8d 4" 12" 4" YES 310 PI -3 8d 3" 12" 3" YES 400 P2 -3 8d 3" 12" 5" YES 800 Pr-1/16 A.I 5 .A. (05.5) ON ONE P2- 7/I6 APA. (05. 5.) ON EACH 2. FOR Fl-5 t P2-5 EDGES. 5. NAILS SHALL BE 4. WHERE PLYWOOD SEPERATE STUDS S. ALL PANEL EDGES.BL PI-6 4 PI-4 SHEAR 5x FRAMING MEMBERS HORIZONTALLY SHEATHING, GYPSUM 9E05 RUNNING, CENTER 0 INTERMEDIATE 6. 5/8' DIAMETER A MAXIMUM OF BOLTS SHALL BE CENTER PLATE WASHERS TO BE 7. REFER TO PLANS PLATES NAILING S. AT Fl-S 4 P2 -5 NAILING SHALL a. KI-ERE PLYWOOD SHALL FALL ON - . .. OR ORIENTATED STRAND BOARD WALL. OR ORIENTATED STRAND BOARD OF ALL WALLS USE 3x STUDS AT ADJOINING PANEL (0.13I' DIAMETER) OF WALL, JOINTS SHALL FALL ON SIDE. WITH 2 -INCH NOMINAL FRAMING FOR PI-5 AND P2-S SHEAR WALLS REQUIRE PANE.. EDGES. INSTALL PANELS EITHER FOR PLYWOOD OR APA. RATED WALLS SHALL BE INSTALLED WITH THE SPACE NAILS ®12 INCHES ON SUPPORTS. BOLTS SHALL BE 10 INCHC LONG SPACED ON CENTER. 5/4' DIAMETER ANCHOR LONG SPACED A MAXIMUM OF 24 INCHES ON ON ANCHOR BOLTS SHALL BE 2x2x33/I6" U.N.O. OR STAINLESS STEEL.. FOR ANCHOR BOLT SIZES, • SPACING, AT ADJOINING PANEL EDGES AND MUD -SILLS PER FOOTNOTE (f) OF BC TABLE 2306.4.1 ON BOTH SIDES OF WALL PLYWOOD JOINTS STUDS EACH SIDE RATED PLYWOOD SIDE OF RATED PLYWOOD SIDE SHEAR 8d COMMON I5 2 SIDES EACH OCKED WALLS, AT OR VERTICALLY SHEAR HORIZONTALLY. ANCHOR 24 INCHES 12 INCHES WASHERS GALVANIZED AND SECTIONS ETC. SHEAR WALLS BE STAGGERED IS INSTALLED SEPERATE STRU NOTES CODE DESIGN IS IN ACCORDANCE WITH THE 2005 INTERNATIONAL BUILDING CODE (I B.CJ/ INTERNATIONAL RESIDENTIAL CODE (I.R.C.) AS AMENDED BY THE LOCAL BUILDING DEPARTMENT. LIVE LOADS LATERAL WIND SEISMIC ----- EXPOSURE B; 55 MPH PER DESIGN GATAGORY D ( PER DESIGN CATAGORY D2 ( FOUNDATIONS EXTEND FOOTINGS TO' FIRM UNDISTURBED SOIL, ASSUMED BEARING CAPACITY OF 1500 PSF, ALL EXTERIOR FOOTINGS SHALL EXTEND A MINIMUM OF I'-6" BELOMI ADJACENT EXTERIOR FINISHED GRADE. GAST- IN -PLAGE CONCRETE F'c = 5pO0 P51 025 DAYS. MINIMUM 5-I/2 SACKS OF CEMENT PER CUBIC YARD OF CONCRETE AND A MAXIMUM OF 6-5/4 GALLONS OF WATER PER 440 SACK OF CEMENT. NO SPECIAL INSPECTION REQUIRED.. TOTAL AIR ENTRAINMENT SHALL NOT BE LESS THAN 5 PERCENT OR MORE THAN 1 PERCENT. MAXIMUM SIZED AGGREGATES IS I -1/2 INCHES. MAXIMUM SLUMP IS 4 INCHES. ALL REINFORCING STEEL DOWELS, ANCHOR BOLTS AND OTHER INSERTS SHALL BE SECURED IN POSITION PRIOR TO POURING CONCRETE. ANCHOR BOLTS FOR PRESSURE TREATED SILL PLATES TO FOUNDATION WALLS TO BE 5/8 INCH DIAMETER WITH 1 INCH MINIMUM EMBEDMENT INTO CONCRETE AND MAXIMUM SPACING OF 2 FEET ON CENTER. UNLESS NOTED OTH ERWISE ON 11.E PLANS. MINIMUM 2 BOLTS PER SILL PLATE PIECE. ONE BOLT TO BE PLACED WITHIN 6 INCHL3 OF EACH END OF THE SILL PLATE. STRUCTURAL TIMBER ALL GRADES SHALL. CONFORM TO WWPA GRADING RULES FOR WESTERN LUMBER, LATEST EDITION. FROV1DE GUT UNDER ALL NUTS AND BOLTS BEARING ) 6 6AINST WOOD. ALL WOOD IN CONTACT WITH CONCRETE SHALL BE PRESSURE TREATED PER PRESERVATIVE TREATMENT NOTE. FA5S '.5 INSTALLED IN F'RESERVATIVE TREATED WOOD SHALL BE HOT - DIPPED GALVANIZED FM I.FL G. SECTION R3I4.8. NAILING SHALL CONFORM WITH I .R.G. TABLE Rb02.5(L) 4 R502.10 OR I.B.G. TABLE 2304.4.1 ALL STRUCTURAL LUMBER SHALL SE AS NOTED SHOW: 2X STUDS HEM -FIR *2 2X FLOOR 4 ROOF JOIST HEM -FIR *2 4X BEAMS DOU6-FIR1LARGH *2 6X BEAMS" .DOUG,- FIR/LARGH *2 COLUMNS DOU6- FIR/LARGH *2 LUMBER NOT NOTED DOUG -FIR /LARCH *2 Fb = 850 PSI _ Fb = 850 PSI Fb = Flo = Fb = Pb = 850 PSI MISCELLANEOUS HANGERS TO BE 5IMPSON OR APPROVED EQUAL ALL HANGERS SHALL BE FASTENED TO WOOD WITH PROPER NAILS. ALL HOLES SHALL BE NAILED. MACHINE BOLTS TO BE A -301. ANCHOR BOLTS INTO CONCRETE SHALL. BE 5/5 INCH DIAMETER WITH 1 INCHC3 OF EMBEDMENT INTO CONCRETE UNLESS NOTED OTHERWISE ON TTE PLANS. ALL NAILS SHALL BE COMMON WIRE NAILS. NAILING SHALL BE IN ACCORDANCE 111TH IB.G. SCHEDULE. I6d COMMON NAIL DIAMETER - ( 0.162 INCH ). LAMINATED STUDS SHALL BE NAILED NV (2) ROWS Ibd COMMON NAILS 0 6" O.G. FLOOR SHEATHING SHEATHING SHALL BE 5/4 INCH TONGUE 4 GROOVE, A.P.A. RATED SHEATHING. SPAN RATING 45/24 WITH LONG DIMENSION PERPENDICULAR TO SUPPORTS. UNLESS NOTED OTHERWISE NAIL WITH IOd COMMON NAILS AT 6 INCHES ON CENTER AT SUPPORTED PANEL EDGES 4 10 INCHES ON CENTER AT INTERMEDIATE SUPPORTS. THE FLOOR SHEATHING SHALL. BE GLUED TO THE JOIST AND THE TONGUE AND GROOVE JOINTS WITH AN APPROVED ADHESIVE. ROOF SHEATHING S4 EATHIN6 SHALL BE 1A6" APA. RATED SHEATHING. SPAN RA ATING 82/16, INSTALLED WITH LONG DIMENSION ACROSS SUPPORTS: PANEL END JOINTS SHALL OCCUR AT SUPPORTS. NAIL PANEL EDGES WITH Sd NAILS AT 4 INCHES ON CENTER AND IO INCHES ON CENTER AT INTERMEDIATE SUPPORTS. WALL SHEATHING . SHEATHING SHALL BE 9/16' A.P.A. RATED SHEATHING. SPAN RATING 24/0. PANEL END JOINTS SHALL OCCUR AT SUPPORTS. NAIL PANEL EDGES WITH Sd NAILS AT 4 INCHC3 ON CENTER AND 10 INCHES ON CENTER AT INTERMEDIATE SUPPORTS UNLESS NOTED OTHERWISE ON THE DRAWINGS. PRE - MANUFACTURED ROOF TRUSSES TEES SHALL BE PLANT FABRICATED OF DOUGLAS-FIR/LARCH OR HEM-FIR.. TRUSS MANUFACTURER SHALL SUBMIT SHOP DRAWINGS AND CALCULATIONS STAMPED, SIGNED AND DATED BY A WASHINGTON STATE LICENSED STRUCTURAL ENGINEER. SUBMIT TRUSS SHOP DRAWINGS TO MITCHELL. ENGINEERING FOR. REVIEW AND APPROVAL PRIOR TO FABRICATION OF THE TRUSSES. SPGIAL CONDITIONS THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS IN THE FIELD. ALL DISCREPANCIES SHALL BE REPORTED TO THE ARCHITECT OR ENGINEER. THE CONTRACTOR SHALL PROVIDE ADEQUATE SHORING AS REQUIRED UNTIL PERMANENT CONNECTIONS AND STIFFENINGS HAVE BEEN INSTALLED. THE CONTRACTOR SHALL VERIFY SIZE AND LOCATION OF ALL OPENINGS IN THE FLOOR, ROOF AND WALLS WITH ALL THE APPROPRIATE DRAWINGS. THE CONTRACTOR SHALL COORDINATE WITH THE BUILDING DEPARTMENT FOR ALL BLDG. DEPT. REQUIRED INSPECTIONS. DO NOT SCALE THE DRAWINGS. THE DETAILS SHOWN ARE. TYPICAL AND SHALL BE USED FOR LIKE OR SIMILAR CONDITIONS NOT SHOWN. Al4 _ A4v L744 , F �' � Fi4LL � 1 FRAMING 4 FOUNDATION DIMENSION SHEA '! L PER PLAN FINISH PER ELEVATION OVER 15 LB. BUILDING PAPER OVER SHEATHING PER PLAN Z — FLASHING WOOD TRIM OPTINAL �,�,q� E 8 M O OD TO GRADE (I) #4 BAR CONT. MAX 6' l I • BELOW TOP OF FND. WALLA • x TIGHTLY / \ \ STORM DRAIN IF REQUIRED ' �; //\ /\ o g 5" CLR. 4" DIA PERF. FOUNDATION DRAIN 4" I ' 8" 8" GARAGE FM . V'ALL --77,,, 41 2x STUDS PER PLAN MUDSILL / A. BOLTS PER FOUNDATION PLAN 4" CONC. SLAB OVER 6 MIL. BLACK V. B. OVER 4" GRANULAR FILL 1 r. w•4: CAD Details / MITCHELL / Slab on Grade / J. 8 inch garage fnd I • X,/\414 BAR VERTICAL ®fb. `it HORIZONTAL 0-16. 24 (2) *4 BAR CONTINUOUS SCALE " = I1 -OII FRAMING 4 FOUNDATION DIMENSION SHE R PER PLAN FINISH PER ELEVATION OVER 15 LB. BUILDING PAPER OVER SHEATHING PER PLAN 16d it 4" O.G. Z - FLASHING OO ibd TOE -NAIL 8" MIN ® 6" O.G. 3" GLR. 4" DIA PERF. FOUNDATION DRAIN • � � �► MWENNiN�i t (I) #4 BAR GOVT MAX. b" BELOW u TOP OF FND WALL `/ 1 111 : r Y TTO \ / O"2111IFREQUIR\ED, / / 77 \ 77 .11: 77.- J� 4 " 8" I, 4" 8" FND. WALL 412 CAD Details / MITCHELL / Crawl Space / B. 8 inch fnd wall 2X STUDS PER PLAN BATT INSULATION PER PLAN BATT INSULATION PER PLAN 5/4" T.4 G. PLYWOOD SUBFLOOR GLUED 4 NAILED FLR. JSTS. PER PLAN MUDSILL / A. BOLTS PER FOUNDATION PLAN 1 4= #44 BAR VERTICAL ® EC" OA ry 4 HORIZONTAL ® = 6•.G.24. b MIL. BLACK V. B. ..: /\ / /\ / /\ /\ //- >(2) I4 BAR CONTINUOUS SCALE : I" = I' -0" 442 FRAMING 4 FOUNDATION DIMENSION SHEAR HALL PER PLAN FINISH PER ELEVATION OVER 15 LB. BUILDING PAPER OVER SHEATHING PER PLAN I6d c 4" O.G. Z - FLASHING WOOD TRIM OPTIONAL I6d TOE -NAIL 6" O.G. 6" MIN L (I) *4 BAR CONT MAX. 6" BELOW TOP OF FND WALL - STORM I S N IF c am / .. l�'' O m RE QUI / ` 4 SAR VERTICAL . � , • = - 6 4 HORIZONTAL ®16:E ® .'oC \� \ II ' -6 MIL. B V. B. \ \ Y '/VMt tilitirtil f I ►mod 1� 16 • 1 N :: . UL. • 4- '' "` 77-77-\ ' " "\ • . 44•s• • "" . i (2) *4 BAR CONTINUOUS 4" DIA PERF. FOUNDATION DRAIN Ae4 4 8" FND. WALL 2X STUDS PER PLAN BATT INSULATION PER PLAN BATT INSULATION PER PLAN 3/4" T.46. PLYWOOD- SUSFLOOR GLUED 4 NAILED MUDSILL / A. BOLTS PER FOUNDATION PLAN SCALE : CAD Details / MITCHELL / Crawl Space / D. 8 inch fnd wall - parallel 24 IL I,' = II - /1 II FRAMING B FOUNDATION DIMENSION 1� BATT INSULATION PER PLAN � BATT INSULATION PER PLAN i 5/4" T.8 G. PLYWOOD 4 SUBFOR GLUED * AE ��i waW_MWm! LO N IL D FLR. JSTS. PER PLAN 1 66 TOE-NAIL ® 6" O VI \ *4 BAR VERTICAL 6 «..-" o.6. .. • ji - ' 'v ��i \ r \ r 4 HORIZONTAL ® I " , " • 6. ,(I) #4 B CONT. 24 x �/ MAX. 6 BELOW TOP 6 MIL. BLACK V. B. ' > j \\ j I v j�\ i ." 4 , �a 2X STUDS PER PLAN MUDSILL / A. BOLTS PER FOUNDATION PLAN 5" GLR. 8" 4 "4 8 " 't 4S' F•D. WALL @ GARAGE fi'qL) 41 4 CAD Details / MITCHELL / Crawl Space / I. 8 inch fnd wall @ garage SHEAR PN LEL PER PLAN I6d 4 " 0.G. ' INSTALL 5/8" TYPE 'X' G JNB. 4" CONC. SLAB OVER 6 MIL. BLACK V.B. OVER 4" GRANULAR FILL 2) *4 BAR CONTINUOUS • SCALE : I" = I' -O" 744 S SEAR ALL PER PLAN 4 BATT INSULATION PER PLAN — 3/4" T.46. PLYWOOD SUBFLOOR GLUED 4 NAILED LAP JOIST 6" WE PE R BLK46 NAILS BOTTOM OF BEAM F LS PgIg HA 40 01446 • a • .:.... '.. A ••• I' -4" 01 , CONTINUOUS FOOTING 14 5 FLR. JSTS. PER PLAN — I6d ® 4" O.G. 8d @ 4" O.G. BEAM PER PLAN 2x4x12" CLEAT w/ 2 I�M S �NAINt(II I6d TO JLd ? LUMN T. POST PER PLAN 6 MIL. BLACK V. B. ■ CAD Details / MITCHELL / Crawl Space / Y. continuous footing 2) #4 BAR CONTINUOUS SCALE : I" - II -OII DOUBLE TOP PLATE J ad NAILS 3" O.G. TO EACH TOP PL SHEAR WALL PER PLAN i SCHEDULE 51MPSON STHDI4 HOLDOWN w/ (52) Ibd NAILS • 8" THICK STEM WALL *4 ® 10" O.G. HORIZONTAL •T • 11. • ••,Iti 4 . IF li Sy • • 114 II. if . 11 1 I • .,•11 4 Ii I 1f '1 1 • II .a aL ••11 • ' II II. 1 •. II : II ' II • II . 1111 • .a • • I i 1 11 •' 11 sas #3� • N1' • , . 1 Il . a. a II u • •11 • • a •. .11.. II I l'. •• . M II . 4 11: • -.• IM • a a•. , a • �, ,rc ' H . .N i• • 3 ROWS 8d ® 3" O.G. PLYWOOD TO BEAM 8d ® 3" O.G. 3x STUDS SHEAR PANEL @ GARAGE altsk EXTEND BEAM TO END OF SHEAR PANEL 1/16" PL1'1 0.3.3. ( ONE SOLID PANEL ) 3 TREATED PLATE w/ (2,) 3/4 "0xI2" ANCHOR BOLTS 5 _{ • t — (4) *4 VERTICAL WI Ht.. CAD Details / MITCHELL / Lateral Restraint / D. lateral restraint panel SCALE : 1/2" = I' -0" 2x BLOCKING (4) 16d TOE NAIL PER EACH BLOCK SHEAR WALL PER PLAN SCHEDULE LATERAL DETAIL �Lo 8d NAIL fa 4" O.G. PLYWD FLOOR SHEATHING 2x FLOOR JOISTS &611./��l Ass CAD Details / MITCHELL / Floor to Wall / A. shear floor to wall - perp NO SCALE I/7 SJ4ER. LL. PLAN • (NO SHEAR 4L. @ SIM. SECTION) I6d 4 4 O.G. I6d TOE-NAIL 4" O.G. SHEAR WALL PER PLAN SHEAR TRANSFER f7J 4- 1 t4.. WALL& CAD Details / MITCHELL / Wall to Wall / B. shear wall floor - sim SCALE I" = l'-0" 8d NAIL ® 4" O.G. I6d TOE NAIL 6" O.G. SHEAR WALL PER PLAN 8 SCHEDULE .ASS 24" O.G. LATERAL DETAIL 4 'o FLOOR SHEATHING FLOOR JOISTS PER PLAN NO SCALE CAD Details / MITCHELL / Floor to Wall / D. shear floor to wall - par SMEAR WALL PER PLAN I6d a 4" O.G. 8d ®:4" O.G. I6d TOE -NAIL co 6" O.G. SHEAR WALL PER PLAN SHEAR TRANSFR SP-4T41 CAD Details / MITCHELL / Wall to Wall / H. shear wall floor - par 2x FLR JST PER PLAN SCALE : I" = I' -O" ��a 1 SHEAR WALL PER PLAN SCHEDULE FLOOR JOISTS PER PLAN SIMPSON HOLDOWN PER PLAN w/ ALL NAIL HOLES FILLED w/ I6d COMMON NAILS ® ¢. OF EACH STUD DOUBLE STUD HOLDOWN (MST) SINGLE STUD HOLDOWN (CS) NALL TO FLOOR - STRAW 41114 CAD Details / MITCHELL / Wall to Wall / M. wall to floor - strap NO SCALE ,42/ I i i ICas I IIG DOUBLE STUD e HOLDOWN FLOOR JOIST, TYPE $ DIRECTION PER PLAN BEAM PER PLAN LATERAL DETAIL #8 CAD Details / MITCHELL / Wall to Wall / N. wall to beam - strap SHEAR WALL PER PLAN 8 SCHEDULE SIMPSON HOLDOWN PER PLAN w/ ALL NAIL HOLES FILLED w/ I6d COMMON NAILS OF EACH STUD NO SCALE 122 11111111M110, ; !=-71 • • .�I BATT INSULATION PER PLAN TRUSS PER PLAN— A55 ® 24" O.G. (BIRD BLOCKING TO TOP PLATE) SIMPSON HI CLIP EACH TRUSS EATT INSULATION PER PLAN :411 SHEAR WALL PER PLAN CAD Details / MITCHELL / Roof / A. flat ceiling 7/I6" PLYWOOD SHEATHING NAILED w/ Gd NAILS @ 4" O.G. d SUPPORTED PANEL EDGES ( ROOFING MATERIAL- PER ELEVATION OVERBUILDING PAPER 4 SHEATHING EXTEND 12" ABOVE INSULATION WITH 11/2" CLEAR AIRSPACE H VENTED 2X BLOCKING W/ (5) 2" DIA HOLES TO TOUCH OP BPLO? (BLOCKING PER PI LANOARD 5" CONTINUOUS METAL. GUTTER Sd NAILS 4" O.G. (SHTG TO BIRDBLOGKING) OVERHANG PER PLAN FLAT CEILING EAVE 4fr FINISH PER ELEVATION OVER 15 LB. BUILDING PAPER OVER SHEATHING PER PLAN SCALE : I" = I'-O" pit2.; 1/I6" PLYWOOD SHEATHING ON GABLE TRUSS. NAILED W/ Sd NAILS 4" O.G. W/ ALL EDGES BLOCKED PLYWOOD ROOF 6d ® 4" O.G. TRUSS SHEATHING I6d TOE NAILS ® 6" O.G. IF GABLE END TRUSS 15 DESIGNED FOR LATERAL FORGE OF 5500 *, PLYWOOD DOES NOT NEED TO EXTEND UP GABLE END LATERAL DETAIL 41 1 �✓ SHEAR WALL PER PLAN £ SCHEDULE CAD Details / MITCHELL / Roof / I. shear transfer — roof to ext wall NOT TO SCALE May 17, 2007 Corey Green 32401 NE 8 Carnation WA 98014 Dear Mr. O'Connor: Enclosures File: D07 -034 City of Tukwila it a Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director RE: Letter of Incomplete Application # 1 to Correction Letter #2 Development Permit Application D07 -034 Green Residence, Lot 4 — 4234 S 150 St This letter is to inform you that your permit resubmittal received at the City of Tukwila Permit Center on May 11, 2007 is determined to be incomplete. Before your application can continue the plan review process the following item from the following department needs to be addressed: Planning Department: Brandon Miles, at 206 431 -3684, if you have any questions concerning the attached comments. 1. The site map provided is not to scale, revise plans so that the site map is to scale. Please address the comment above in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that four (4) sets of revised plans, specifications and/or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at the Permit Center at (206) 431 -3670. P :\Permit Center\lncomplete Letters \2007\DO7 -034 Inc Ur #1 to Corr #2.DOC jem 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 Corey Green 32401 NE 8 Carnation WA 98014 RE: CORRECTION LETTER #2 Development Permit Application Number D07 -034 Green Residence, Lot 4 — 4234 S 150 St Dear Mr. Green, This letter is to inform you of corrections that must be addressed before your development permit(s) 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 and Planning Departments. At this time the Fire and Public Works Departments have no comments. Planning Department: Brandon Miles, at 206 431 -3684, if you have questions regarding the attached memo. Please address the attached comments in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that four (4) complete 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, please contact me at (206) 433 -7165. encl File No. D07 -034 City of Tukwila 'MO arshall hnician P:Vennifer\Correction Letters\2007\D07 -034 Correction Ltr #2.DOC jem Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 DATE: CONTACT: RE: ADDRESS: ZONING: April 19, 2007 Corey Green D07 -034 4234 S. 150 Street LDR PLANNING DIVISION COMMENTS Provide the grade plan from the home site. The Planning Division of DCD has reviewed the above permit application. The application as submitted cannot be approved. 1. The following was noted on the first comment letter "The property contains a stream and wetland area. The project is vested under the City's 1995 Sensitive Area Regulations. The 1995 Zoning Code, TMC 18.45.040 C (a) requires a ten foot setback of all residential structures from a wetland or watercourse buffer. The plans submitted only show a five foot setback. Redesign and /or reconfigure the house to comply with the ten foot setback requirement ". The site map submitted on April 10, 2007 still shows a five foot setback from the buffer. Address the above comment before resubmitting. 2. Height is measured from the grade plan. Grade Plan is defined as "a reference plane representing the average finished ground level adjoining the building at exterior walls. Where the finished ground level slopes away form the exterior walls, the reference plan shall be established by the lowest points within the area between the building and the lot line or, where the lot is more than six feet from the building, between the building and a point six feet from the building (IBC 502.1) ". April 3, 2007 Corey Green 32401 NE 8 Carnation WA 98014 City of Tukwila Steven M Mullet, Mayor Department of Community Development Steve Lancaster, Director RE: CORRECTION LETTER #1 Development Permit Application Number D07 -034 Green Residence, Lot 4 — 4234 S 150 St Dear Mr. Green, This letter is to inform you of corrections that must be addressed before your development permit(s) 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 and Planning Departments. At this time the Fire and Public Works Departments have no comments. Building Department: Allen Johannessen, at 206 433 -7163, if you have questions regarding the attached memo. Planning Department: Brandon Miles, at 206 431 -3684, if you have questions regarding the attached memo. Please address the attached comments in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that four (4) complete 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, please contact me at (206) 433 -7165. Sincerely arshall hnician encl File No. D07 -034 P:Uennifer\Correction Letters \20071D07 -034 Correction Ltr #1.DOC jem 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 Building Division Review Memo Date: February 7, 2007 Project Name: Green Residence, Lot 4 Permit #: 007 -034 Plan Review: Allen Johannessen, Plans Examiner Tukwila Building Division Allen Johannessen, Plan 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). (If applicable) Structural Drawings and structural calculations sheets shall be original signed wet stamped, not copied.) 1. Please identify a footing drain or a crawl space water discharge system on the site plan. Show roof drainage system or downspouts. The footing discharge system will generally be separate from the roof drain system. Coordinate any combined discharge systems with the Tukwila Public Works Department. The intent is that groundwater will not accumulate in the basement or crawl space. (IRC R405.1, R408.6) 2. The topographical lines shown on the site plan indicate an approximate slope of about sbc feet where the new house is to be constructed. However the elevations show the residence positioned on a flat lot. Please provide a plan and elevation details to show the foundation design to be consistent with the existing lot slope. Elevations shall show the building height will not exceed height restrictions. (TMC 18.10.060) 3. Please provide at least two sets of structural engineered plan sheets wet stamped and signed by the engineer. Sheets shall be consistent with engineer calculations that were provided by the engineer. Should there be questions concerning the above requirements, contact the Building Division at 206-431- 3670. No further comments at this time. DATE: CONTACT: RE: ADDRESS: ZONING: February 8, 2007 Corey Green D07 -034 42XX S. 150 Street LDR PLANNING DIVISION COMMENTS The Planning Division of DCD has reviewed the above permit application. The application as submitted cannot be approved. 1. The property contains a stream and wetland area. The project is vested under the City's 1995 Sensitive Area Regulations. The 1995 Zoning Code, TMC 18.45.040 C (a) requires a ten foot setback of all residential structures from a wetland or watercourse buffer. The plans submitted only show a five foot setback. Redesign and /or reconfigure the house to comply with the ten foot setback requirement. 2. In order to verify height please provide the following: a. The proposed finished floor elevation of the first floor. b. The proposed spot elevations for the corners of the proposed house. Mar 26 07 02:4/p ti* Architects Northwest, Inc. 18915 142nd Avenue NE Suite 100 Woodinville. WA 98072 City of Tukwila 6300 Southcenter Boulevard Tukwila, Washington 98188 Attn: Jennifer Marshall Permit Techmician Allen Johannessen Plans Examiner Brandon Miles Planning Department Subject: Pederson Homes Application No. 007 -027 Pederson Lot 1-4 — 4246 S. 150 St. In response to your Correction List, dated Feb 8, 2007: 1. Finished floor elevations have been added to the site plan and elevation drawings. 2. Spot elevations have been added to the corners of each house on the site plan. If you have any questions, please call. Sincerely, 1 s aran vveignt ARCHITECTS NORTHWEST P: 425-485-4900 F: 425 -487 -6585 Toll Free:1 -888- ARCH -100 Emaik ANWCArchltects W.com t Architects Northwes Sarah L. Weight 'FLU - ► O ►'V.I. I L March 26, 2007 N,J February 7, 2007 Mr. Corey Green 32401 NE 8 Carnation, WA 98014 RE: Pending Building Permits D07 -027 (Lot 1) D07 -034 (Lot 4) Dear Mr. Green: .s City of Tukwila Department of Community Development Steve Lancaster, Director The Planning Division of the Department of Community Development has reviewed the two building permits listed above. As you are aware, lots one and four of this plat contain a stream. The stream requires a buffer of 35 feet. As a condition of short plat approval, a permanent fence was to be installed along the edge of the stream buffer. A review of the site indicated that the fencing and signage has not been installed. It would seem appropriate to have the fence installed as part of the two pending building permit applications. Additionally, a sensitive area easement needs to be recorded against lots one and four. The City will provide this easement language. No action is currently needed from you with regards to the two items listed above, however, please note that both items will be conditions on the permits listed above and that final building approval of the completed structures will not occur until those conditions are met. If you have any questions, please call (206) 431 -3684 or send an email to bmiles @ci.tukwila.wa.us. ran on J. Miles Assistant Planner 1 cc. Files (D07 -027, 034, L04 -072) Steven M Mullet, Mayor 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 February 8, 2007 Mr. Ted Pederson 14459 25 Ave S. Seatac, WA 98168 RE: Pending Building Permits D07 -027 (Lot 1) D07 -034 (Lot 4) Dear Mr. Pederson: The Planning Division of the Department of Community Development has reviewed the two building permits listed above. As you are aware, lots one and four of this plat contain a stream. The stream requires a buffer of 35 feet. As a condition of short plat approval, a permanent fence was to be installed along the edge of the stream buffer. A review of the site indicated that the fencing and signage has not been installed. It would seem appropriate to have the fence installed as part of the two pending building permit applications. Additionally, a sensitive area easement needs to be recorded against lots one and four. The City will provide this easement language. No action is currently needed from you with regards to the two items listed above, however, please note that both items will be conditions on the permits listed above and that final building approval of the completed structures will not occur until those conditions are met. If you have any questions, please call (206) 431 -3684 or send an email to bmiles ' ci.tukwila.wa.us. Sincerely, don Miles Assistant Planner City of Tukwila Department of Community Development Steve Lancaster, Director cc. Files (D07 -027, 034, L04 -072) Steven M. Mullet, Mayor 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 ACTIVITY NUMBER: D07 -034 DATE: 4 -10 -07 PROJECT NAME: GREEN RESIDENCE - LOT 4 SITE ADDRESS: 4234 S 150 ST Original Plan Submittal Response to Incomplete Letter # X Response to Correction Letter # 1 Revision # before Permit Issued DEPARTMENTS: /��II Bu' inc D�isibri id Public Works Complete PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP APPROVALS OR CORRECTIONS: Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Incomplete ❑ P al nning Division Permit Coordinator DUE DATE: 4 -12 -07 Not Applicable ❑ Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS R TING: Please Route 111 Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: DUE DATE: 5 -10 -07 Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) ❑ Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ PIngg PW ❑ Staff Initials. ACTIVITY NUMBER: D07 -034 DATE: 05 -11 -07 PROJECT NAME: GREEN RESIDENCE, LOT 4 SITE ADDRESS: 4234 S 150 ST Original Plan Submittal Response to Incomplete Letter # X Response to Correction Letter # 2 Revision # After Permit Issued DEPARTMENTS: Building Division Public Works Comments: Documents/routing slip.doc 2 -28 -02 t, PERMIT COORD COP1r`- PLAN REVIEW /ROUTING SLIP [56 Permit Center Use Only INCOMPLETE LETTER MAILED: �l( 5 Fire Prevention KI Structural TUES/THURS ROUTING: Please Route ❑ Structural Review Required REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: c 6 P anning Division CZ Permit Coordinator ❑ DETERMINATION OF COMPLETENESS: (Tues., Th s.) DUE DATE: 05-1 5-07 Complete ❑ Incomplete Not Applicable ❑ 111 u Departments determined incomplete: Bldg ❑ Fire ❑ Ping Q� PW ❑ Staff Initials: LETTER OF COMPLETENESS MAILED: DATE: DATE: No further Review Required DUE DATE: 06-12-07 Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) n Notation: REVIEWER'S INITIALS: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: ACTIVITY NUMBER: D07 -034 DATE: 05 -21 -07 PROJECT NAME: GREEN RESIDENCE, LOT 4 SITE ADDRESS: 4234 S 150 ST Original Plan Submittal X Response to Correction Letter # 2 X Response to Incomplete Letter # 1 Revision # After. Permit Issued DEPARTMENTS: Bui ' 'vision eA orla PLAN REVIEW /ROUTING SLIP ‘ .?ERMIT COORD COPY Fire Prevention Structural Complete 1A Incomplete ❑ Comments: .y2 PI nning Division Permit Coordinator n DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 05-22-07 Not Applicable ❑ Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROU ING: Please Route Structural Review Required REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: Approved ❑ Notation: REVIEWER'S INITIALS: Documents/routing slip.doc 2 -28 -02 Approved with Conditions No further Review Required DATE: DUE DATE: 06-19-07 Not Approved (attach comments) ❑ DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Date: City of Tukwila Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. ® Response to Incomplete Letter # 1 ® Response to Correction Letter # 2 ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: Green Residence Project Address: 4234 S 150 St Contact Person: ��� P zs Phone Number: - q C f Summary of Revision: Sheet Number(s): "Cloud" or highlight all areas of revision including date of evision Received at the City of Tukwila Permit Center by( Entered in Permits Plus on t \applications\forms- applications on line\revision submittal Created: 8 -13 -2004 Revised: 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 /` 1)17, -e0,0 - 4r) Plan Check/Permit Number: DO7 -1 Steven M. Mullet, Mayor Steve Lancaster, Director RECEIVED CITY OF TU KWILA MAY 2 1 1107 NiEciiilT CENTER `. 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: J:ttp : //www.cttukwila.wa.us Steven M. Mullet, Mayor Steve Lancaster, Director Revision submittals must be submitted In person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Plan ChecldPermit Number: 611- ❑ Response to Incomplete Letter # airy Ec D diSt Response to Correction Letter # 2 A ❑ Revision # after Permit is Issued MAY 112007/ ❑ Revision requested by a City Building Inspector or Plans Examiner . PERMIT cevr f. Project Name: &'i(W\ PGi Wt 4 Project Address: 4 22 $ ' ( Go Contact Person: 19 it rr {WA Phone Number: JJ7 }13 t(7l Summary of Revision: n,kA Mt 4( tAC,C n(, oN vrt L IN • 1I.Yno L-V IStt7 6F Date: 5 1/1/07 2NP 1L b t'w4 17 L- { U( P a 2 Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: Entered in Permits Plus on l it I R' kappliationslforms- applications on unelrevision submittal Gated: 8-13-2004 Revised: 44- Contact Person: City of Tukwila Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 0 1 10` 0 1 - Plan Check/Permit Number: D07 -034 ❑ 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: Green Residence, Lot 4 Project Address: 4234 S 150 St /i- 6IPreN Summary of Revision: 5 )977 A/27 f D.L JL'p74"/ Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: / I 14 Entered in Permits Plus on b I (AM \applications\forms- applications on line\revision submittal Created: 8 -13 -2004 Revised: 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 Phone Number: Steven M. Mullet, Mayor Steve Lancaster, Director RECEIVED MY OF TUK'WILA APR 10 2007 `js- 77 ?/6,3 CITY OF TUKW /LA Community Development Department Permit Center 6300 Southcenter 81vd., Suite 100 Tukwila, WA 98188 CERTIFICATE OF WATER AVAILABILITY Required only if outside City of Tukwila water district PERMIT NO.: 9PN E 1 !ro i r 1 )rtrita v N r ery �, i Y{ Y igti {dr'�m '+YtTi A .gl ap' @nr .A.A l J N�, i 7„5N1.r,'VM'MCE P `�, i� { III I i I t r . ti"i� I i •i tl,.rb� 6rt m t a.� Ad�r. Or1k �, .�, t��!trt �, . � -�� • , 41 1 $1.w Site address (attach map ertd dos Iption showing hydrant location and size of main); g Z Xy 5o (SO S T 1 t.L L A. L$ t r� ^i �,'�v ��ymn�(a, j1�� enR54i5N{1Yp'.!t.� �.l ��1 ���`1 Sr��Y1 F�s�f df �r""�ivjY nY��� +r y,yr74�j'�y"�'j1 flO..Y����'"�� m m �v�tnrsr � x f���pli m L ^, oa;:,1 air�a b��y.AI w .a4ir .<I �', �\�.VIT n�H..�} r,a'i: r.Qrif U��P�.Y'f ark i;U!.k ;�� »� adr. I ,'TNEVI J9�/�' p' n a; 1Jt..� ED lS 41/ Nome! This certificate Is for the purposes of: 0 Residential Building Permit Commercial /Industrial Building Permit ❑ Rezone Vehicular distance from nearest hydrant iii the closest point of structure is 71* S r ft. Area is served by (Water Utility District): ' v(tAr `) cs -A 1 2 Owner /Agent Signature 1. The proposed' project is within (Use separate sheet if more mom is seeded) ❑ Preliminary Plat 5. Water availability: Acceptable service can be provided to this project ❑ Acceptable service cannot be provided to this project ❑ System is not capable of providing service to this proj I hereby certify that the above information is true and correct. kJ ;19 CO. L,v .7 /9 7 zS ZO 6 — zcF FS`Cc7 Agency /Phone Permit Center /Buildijg Division: Z061 Public Works Department: 206 - 433 -0179 Planning Division: 206-431-3670 et le- ny By ❑ Short Subdivision ❑ Other Estimated number of service connections and water meter size(s): I `` Date r iag at '�r�ln,,!�' �f�r,�p�'7•I`l i •!�� w �y µ : ,,. °S � a tM , ��t� 1� +/d. ?!�. N � ° 14 EMI �rn'��r I"� r � 6 � �" I�' 1 . A�� .rtbiP!A r }�h�� r This certificate is not valid without Water District No. 125's attachment entitled "Attachment to Certificate of Water Availability." tiD�-�O�f (City /County) 2. [ 4 improvements required. 3. The improvements required to upgrade the water system to bring it Into compliance with the utilities' comprehensive plan or to meet the minimum flow" requirements of the project before connection and to meet the State cross connection control requirements: 4. Based upon the improvements listed above, water can be provtd+ 1 and will be available at the site with a flow of OD at 20 psi residual for a duration of 2 hours at a velocity of b fps as documented by the attached calculations. CITY ECEIVED OF TUIcw unless the improvements in Item B -2 are nrB o 5 act. 2OO] gpm /0' 16 --01 Date JO--16 —d7 Part o Be Completed by Applicant) Purpose of Certificate: Building Permit ❑ Preliminary Plat or PUD ❑ Other ❑ Short Subdivision ❑ Rezone Proposed Use: Residential Single Family ❑ Residential Multi - Family ❑ Commercial ❑ Other Applicants Name: /'frl o U jf /G , t A.,C Phone056_ 9(1-7 —06 3 c° Property Address or Approxiapate Location: / 1 Tax Lot Number: q &,9 .$o /5-o l ' 2 fT l —o7 4 . Dd N 2, Od - 00q 5 RECEIVED c;1I Ur' 1 (AMA A Legal Description(Attach Map and Legal Description if necessary): . FEB 0 5 2001 ' , ...1:1:1; CI.lNTE . . Part B (To Be Completed by Sewer Agency) 1. a. Sewer Service will be provided by side sewer connection only to an existing ‘ /( size sewer 0 feet from the site and the sewer system has the capacity to serve the proposed use. OR ❑ b. Sewer service will require an improvement to the sewer system of: ❑ (1) feet of sewer trunk or lateral to reach the site; and /or ❑ (2) the construction of a collection system on the site; and /or ❑ (3) other (describe): 2. (Must be completed if 1.b above is checked) ❑ a. The sewer system improvement is in conformance with a County approved sewer comprehensive plan, OR ❑ b. The sewer system improvement will require a sewer comprehensive plan amendment. 3. TV a. The proposed project is within the corporate limits of the District, or has been granted Boundary Review Board approval for extension of service outside the District, OR ❑ b. Annexation or BRB approval will be necessary to provide service. 4. Service is subject to the following: PERMIT: $ /Off a. District Connection Charges due prior-to connection: N -•chi" vim, GFC: $ g'S')7 SFC: $ IIbe2 UNIT: $ TOTAL: $ (Subject to Change on January 1st) King County/METRO Capacity Charge: Currently, $4250.70 /residential equivalent, will be billed directly by King County after connection to the sewer system. (Subject to change by King Co /Metro without notice.) b. Easements: ❑ Required 1;i1 May be Required c. Other: • 4 j i u a I here • certify that the above sewer-agency information is true. This certification shall be valid for one year fro ate of signatur By RTIFI'CATE OF. SEWER AVAILABILITY /NON- AVAILABILI' Certificate of Sewer Availability OR ❑ Certificate of Sewer Non - Availability Title 14816 Military Road South P.O. Bo 9550 Tukwila ,MIA 98168 Phone: (206) 242 -3236 Fax: (206) 242 -1527 Date poH?1 ATTACHMENT TO VAL VUE SEWER DISTRICT CERTIFICATE OF SEWER AVAILABILITY /NON - AVAILABILITY The following terms and conditions apply to the attached Val Vue Sewer District ( "District ") Certificate of Sewer Availability/Non - Availability ( "Certificate "). 1. This Certificate is valid only for the real property referenced herein ( "Property "), which is in the District's service area, for the sole purpose of submission to the King County Department of Development and Environmental Services, King County Department of Public Health, City of Seattle, City of Tukwila, City of Burien and/or City of SeaTac. This Certificate is between the District and the applicant only, and no third person or party shall have any rights hereunder whether by agency, third -party beneficiary principles or otherwise. 2. This Certificate creates no contractual relationship between the District and the applicant and its successors and assigns, and does not constitute and may not be relied upon as the District's guarantee that sewer service will be available at the time the applicant may apply to the District for such service. 3. As of the date of the District's signature on this Certificate, the District represents that sewer service is available to the Property through sewer systems that exist or-that may be extended by the applicant. The District makes no other representations, express or implied, including without limitation that the applicant will be able to obtain the necessary permits, approvals and authorizations from King County, City of Seattle, City of Tukwila, City of Burien, City of SeaTac or any other governmental agency before the applicant can utilize the sewer service which is the subject of this Certificate. 4. If the District or the applicant must extend the District's sewer system to provide sewer service to the Property, the District or may be required to obtain from the appropriate governmental agency the necessary permits, approvals and authorizations. In addition, the governmental agency may establish requirements that must be satisfied as a condition of granting any such permits, approvals or authorizations, which may make impractical or impossible the provision of sewer services to the Property. 5. Application for and possible provision of sewer service to the Property shall be subject to and conditioned upon availability of sewer service to the Property at the time of such application, and compliance with federal, state, local and District laws, ordinances, policies, and/or regulations in effect at the time of such application. I acknowledge that I have received the Certificate of Sewer Availability/Non-Availability and this Attachment, and full erstan the terms and conditions herein. pplicant's Signature //- 0 6 Date CITY OF TUKWIL4 Community Development Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 Permit Center /Building Division: 206 -431 -3670 Public Works Department: 206 - 433 -0179 Planning Division: 206 -431 -3670 STATE OF WASHINGTON) COUNTY OF KING ) AFFIDAVIT IN LIEU OF CONTRACTOR REGISTRATION ss. 6v /L1 29 G( [please print] 1. I have made application for a building permit from the City of Tukwila, Washington. 2. I understand that state law requires that all building construction contractors be registered with the State of Washington. The exceptions to this requirement are stated under Section 18.27.090 of the Revised Code of Washington, a copy of which is printed on the reverse side of this Affidavit. I have read or am familiar with RCW 18.27.090. 3. I understand that prior to issuance of a building permit for work which is to be done by any contractor, the City of Tukwila must verify either that the contractor is registered by the State of Washington, or that one of the exemptions stated under RCW 18.27.090 applies. 4. In order to provide verification to the City of Tukwila of my compliance with this requirement, I hereby attest that after reading the exemptions from the registration requirement of RCW 18.27.090, I consider the work authorized under this building permit to be exempt under No. /3 , and will therefore not be performed by a registered contractor. I understand that I may be waiving certain rights that I might otherwise have under state law in any decision to engage an unregistered contractor to perform construction work. \applications\8 -2004 affidavit in lieu of contractor registration APPL NT Signed and sworn to before me this day of mane , states as follows: Residing at 4 1 ' Y PUBLIC in and for the State of Washington, , /fA.4 :Q. d /mss PERMIT NO.: /90 7 Of y , 2007. // __ 0 , County. Name as commissioned: 11 ./t / My commission expires: 05- -a /0 18.27.090 Exemptions. This chapter shall not apply to: 1. 2. An authorized representative of the United States Govemment, the State of Washington, or any incorporated city, town, county, township, irrigation district, reclamation district or other municipal or political corporation or subdivision of this state; 3. Officers of the court when they are acting within the scope of their office; 4. Public utilities operating under the regulations of the utilities and transportation commission in construction, maintenance, or development work incidental to their own business; 5. Any construction, repair or operation incidental to the discovering or producing of petroleum or gas, or the drilling, testing, abandoning, or other operation of any petroleum or gas well or any surface or underground mine or mineral deposit when performed by an owner or lessee; 6. The sale or installation of any finished products, materials, or articles of merchandise which are not actually fabricated into and do not become a permanent fixed part of the structure; 7 Any construction, alteration, improvement or repair of personal property, except this chapter shall apply to all mobile, manufactured housing. A mobile/manufactured home may be installed, set up, or repaired by the registered or legal owner, by a contractor licensed under this chapter, or by a mobile /manufactured home retail dealer or manufacturer licensed under chapter 46.70 RCW; 8. Any construction, alteration, improvement, or repair carried on within the limits and boundaries of any site or reservation under the legal jurisdiction of the federal government; 9. Any person who only fumished materials, supplies, or equipment without fabricating them into, or consuming them in the performance of, the work of the contractor; 10. Any work or operation on one undertaking or project by one or more contractors, the aggregate contract price of which for labor and materials and all other items is Tess than $500.00, such work, or operations being considered as of a casual, minor, or inconsequential nature. The exemption prescribed in this subsection does not apply in all instance wherein the work or construction is only a part of a larger or major operation, whether undertaken by the same or a different contractor, or in which a division of the operation is made into \appiications\8 -2004 affidavit in lieu of contractor registration contracts of amounts less than $500.00 for the purpose of the evasion of this chapter or otherwise. The exemption prescribed in this subsection does not apply to a person who advertises or puts out any sign or card or other device which might indicate to the public that he is a contractor, or that he is qualified to engage in the business of contractor; 11. Any construction or operation incidental to the construction and repair of irrigation and drainage ditches of regularly constituted irrigation districts or reclamation districts; or to farming, dairying, agriculture, viticulture, horticulture, or stock or poultry raising; or to clearing or other work upon land in rural districts for fire prevention purposes; except then any of the above work is performed by a registered contractor, 12. An owner who contracts for a project with a registered owner; 13. Any person working on his own property, whether occupied by him or not, and any person working on his residence, whether owned by him or not but his exemption shall not apply to any person otherwise covered by this chapter who constructs an improvement on his own property with the intention and for the purpose of selling the improved property; 14. Owners of commercial properties who use their own employees to do maintenance, repair, and alteration work in or upon their own properties; 15. A licensed architect or civil or professional engineer acting solely in his professional capacity, an electrician licensed under the laws of the state of Washington, or a plumber licensed under the laws of the state of Washington while operating within the boundaries of such political subdivision. The exemption provided in this subsection is applicable only when the licensee is operating within the scope of his license; 16. Any person who : engages in the activities herein regulated as an employee" of a registered contractor with wages as his sole compensation; 17. Contractors highway projects who have been prequalified as required by chapter 13 of the Laws of 1961, RCW 47.28.070 with the department of transportation to perform highway construction, reconstruction, or maintenance work. site plan legal description No changes shall be made to the scope c 7 c---zr% without prior approval cf aii!d!rag v.:11 rc.. a r..5.3vi p!zn plan SEPARAtE PERMIT PIZqUIRED FOR in:khan/cal . teElectrical 1Plumbing itGais Piping a of BU 11 6 DIVISION ...••••• • 4 BY ' Date: 3 City of Tukwila BUILDING DIVItION Approval of docurnenti does not authorize Permit ctii su Plan review errors and omissions. the violatfpn cf cy accepted code br ordinanCe Receipt of approvtd C c7d condtians is acknovviedged: , 5 These plans hare been reviewed by the Public \Vorks Department for conformance with current City standard. Acceptanee is subject to errors and oriiissions which do not authorize violations of aiaopted standards or ordinances. The responsibility .. - for the adequacy of the 4sign rests totally with the . , ; , deSigner. Additions, deletions or revisions to these drawings after this date will void this acceptance ! • anal will requirc a resubmittal of revised drawing. . ... 1 - - - • !! fot;* Subsequent approval . , 5 . i 1 Final acceptance is subject o field inspetti' on by i ! the Public Works utilities inspector. 3 1 vi N CODE COMPLIANCE APPROVED MAY 3 20• 18 om sol or Ns on • I se,, 5 i ...gausessrf~aboirilaal* 1 4 3 . 3 5 4 5 i .3 $ i i ; 3 3 i ; 3 s s , H 3 e 3 1 3 3 4 i 4 ; 3 ; 1 . i " 13 1 4 4 i t ! .3 t / ; t i . t 4 1 3 t 1 i . . t 5 3 3 t i t 5 i 4 3 i 7 i 3 5 03.11=EPE. REEIVED - pER MAY ma i G l E 7OI NT R 3. 3. _ _ _ PROPOSED 6. DRIV .',St�l 211.0 we and t 1 EX(5111NG HOUSE 1 TO E REMOVED L _. 6" SIDE SEWER PROPOSED RES 1 DEGE PRIV. D 51 DE- WALK 8.0 W.I.. 0 W.Q. ' EASEMENT (EA. LO 3' -8" CPEP © 7.3% I 1 \ I \ \\ \ \ \ 1 ' 'I t \ \ \ ' 1 , 1 , , 1 \ ' \ \ \ n \ \ \ \ ' \ 1 \ 1 I \ \ 1 t \ Line of Ordina4 High Water �> as marked \ by John Altmann\ ' Ecologist 1 � � J` r - w+t -- r ❑ L curb cut SO. 150TH STR=E - Ma i — d dddd♦O d 41 '\ . °{ 410' \ p ry \ \ \ 1 1 (I) N \ D \ i v \ SEN IVE \ AREA ASEMENT creek -` 5 '— 5 NSS ° oQ W (221.419 dMm.mm. dd d■m.1 O d— d MEd d —dd Mcommmmy d d dddr PAT! x1.00 . .L. \ Rt VET guard rail Gi — — 5 5' to be dedicated to the City of Tukwili k ICO 1 1 I �G 1 1 1 56.00 1 i gP L_ - - ` - ed l ex. as ex curbcut ~� GB C3 OM d.im■d, d— .4dmim .. Im iMMolm. dd MI 1 51DE- aV LC I DRIVE - I I Y 1 6" DRA STUB r 1tt I� 1 I I 1 1 TIC EDGE I V C \ I \\ ko T!O BE /" EMQVEL? I 2`? 5 4 5 0 4 ' CO' 3.5.B.L. LOT 2 NEW WATER METERS FOR LOTS 2,3 & 4 EX. DRIVEWAY TO BE USED AS POND ACCESS tn I 0 20' ACCESS & UTILITY EASEMENT ERY: TOP: 26.0 BOT: 219.0 2' TO T HIGH ROCKERY 99' -1 ' CPEP 10.9% 6" SIDE SEWER 37' -12" CPEP 16.2% ROCKERY: TOP: 224.0 BOT: 219.0 EX. SIDEWALK GB 20' WIDE DRIVEWAY CURB CUT 1 +10 (S. 150 ST.) = 0 +00 (C.L. PRIV. RD) 20' WIDE ASPHALT PRIVATE ROAD WATER C UAL I TY : WETPOND BELOW DETENTION STORAGE TOP INETPOND ELEV: 215.0, AREA= 1461 SF BOTTOM WETPOND ELEV: 211.0, AREA= le SF VOLUME PROVIDED: 3078 GF VOLUME REQUIRED: 2655 GF INSTALL BARRICADE END OF EXIST. ASPH. t! DRAINAGE DETENTION: LEVEL 2 DETETION STANDARD POND WITH 5:1 SIDE SLOPES ELEVATIONS: TOP: 21G1.O DESIGN WATER LEVEL: 218.0, AREA= 340.1 SF BOTTOM: 215.0 AREA = 146 1 5F VOLUME PROVIDED: 7305 OF VOLUME REGUIED: 5.505 CF SO. 150TH STREET LEGAL DES THE WEST HALF OF LOT 17, LOT 15, AND LOT I '1, EXCEPT THE WEST 100 FEET THEREOF, BLOCK. 1, SECOND ADDITION TO ADAMS HOME TRACTS, ACCORD' NG TO THE PLAT THEREOF RECORDED I N VOLUME 12 OF FLATS, PAGE '1O, IN KING COUNTY, WASHINGTON. ELEVATION DATUM PER SEWER MH #20 -g ON SCUT I48TH STREET: ELEVATION = 277.7 FEET CANER PEDERSON'S CLASSIC HOMES TED PEDERSON 14458 25TH AVE. S. SEATTLE, WA. '18168 (206).147 -0635 FLAN M278053F—17R ITfi ADDRESS TUK L�T GOVERA L #T AREA: HOUSE /GARAGE AREA: PORCH /PATI AREA: TOTAL AREA: I MFER\l l OUS AREA LOT AREA: HOUSE /GARAGE AREA: PORCH /PATIO AREA: DRI VEWAY /WALK AREA TOTAL AREA: 5. ISOTFf ST. J TUKI^11LA, WA. L:OT• G- OVE RAGE ci,o33 s.F. HOUSE /GARAGE AREA: I, '156 S.F. PORCH /PATI AREA: 131 S.F. TOTAL AREA: 2,057 S.F. = 23.10% I MFERVl OUP AREA LOT AREA: HOUSE /GARAGE AREA: PORCH /PATIO AREA: DRIVEWAY /WALK AREA TOTAL AREA: SCALE : 1" = 20' -O" 165A2F —I 31,286 S.F. 2,10.1 5.F. 204 5.F. 2,313 S.F. =7.3 '1% 3I,2g6 S.F. 2,I O.1 S.F. 204 S.F. 6 '17 S.F. 3,010 S.F. = .1,035 S.F. I,g56 5.F. 151 5.F. I ,o&g 5.F. 3,176 5.F. = 33.16% S I TE O 20 REVIEWED FOR CODE COMPLIANCE APPROVED MAY 3.1 2007 City Of Tukwila BUDDING DIVISION LOT2 S. 150TH ST. TUKWILA, WA. LOT WVERAGE LOT AREA: HOUSE /GARAGE AREA: PORCH AREA TOTAL AREA: 8,708 S.F 2,016 S.F. 83 S.F 2,0gci S.F. = 24.10% IMPERVIOUS AREA LOT AREA: HOUSE /GARAGE AREA: PORCH AREA: DRIVEWAY /WALK AREA TOTAL AREA: FLAN MTTS05 F IIR 5 I 7= ADDRESS LOT 4 S. 150TH ST. TUCK LA, WA. LOT GOVERAOE LOT AREA: HOUSE /GARAGE AREA: PORCH /PATIO AREA: TOTAL AREA: IMPERVIOUS: = n LOT AREA: �; .e71,4 0.F: HOUSE /GARAGE AREA:4 ° S. . PORCH /PATI AREA: p 1, 204 S.F. DRIVEWAY /WALK AR:, I,QO 5.F. TOTAL AREA: 3,613 SF. w 40 5o 8,7Oci S.F. 2,0I6 S.F. 85 S.F. 281 S.F. 2,380 S.F. = 2733% 18,786 S.F. 210'1 S.F. 204 S.F. 2,515 S.F. = 12.51% 09/11/4 PLAN M2c16OA5FT -21z S I TE Al7r7RE55 RECEIVED CITY OF TUKWILA MAY 1 1 2007 PERMITCENTER L /)C : ui w >-L Y = y -t-wL 1-0 QZoOFN( W -t¢ ,x)- �'1 E3 wu - a h- 1- OVW 031- >_ =WW - W 0 00L r F ; o Zzli Li LL = cn Li -1 004t WN wa U �' :] � �w¢ Q o :ou ¢ 2 (n zw..„2.0z,,a!„ IgirA „ o _. iiz.,_>1..7.n..E'_< tin u 1 u Ck v 0 w 1- 1411411 -z II * w z w dac titittliti CO 0 0 N N [V w co w CC u.. 0 DESIGNED BY; DATE TG 1 0/04 DRAWN BY: DATE: JRA 12/21/04 REVISED BY: DATE: BLH G /5/06 LATERAL BY: DATE: MM II/27/04 LATERAL JOB NUMBER: 04 -1025 ANW JOB NUMBER: 06011'2 SHEET # DESCRIPTION 01 GOVERSHEET 02 SCHEDULE SHEET AS DETAIL SHEET 04 FOUNDATION PLAN 4 MAIN FLOOR FRAMING PLAN 05 MAIN FLOOR PLAN 4 UPPER FLOOR FRAMING PLAN 06 UPPER FLOOR. PLAN 4 ROOF FRAMING PLAN 07 ELEVATIONS as BUI LDING SECTIONS FLOOR AREA, F` -2 MINIMUM FLEX DIAMETER MAXIMUM LENGTH FEET MINIMUM SMOOTH DIAMETER BEDROOMS MAXIMUM ELBOWS 1 50 4 INCH 2 OR LESS 3 10' -O" 4 50 5 0 10 1 -0" 6 100 - 7 50 8 NO LIMIT 6 INCH MIN. MAX. MIN. MAX. MIN. MAX. MIN. MAX. MIN. MAX. MIN. MAX. MIN. MAX. <500 50 75 65 55 80 120 01 5 143 110 165 125 188 140 210 501 -1000 55 83 70 lo5 85 128 100 150 115 173 130 155 145 218 1001 -1500 60 V 73 113 50 135 105 lab 120 150 135 203 150 225 1501 -2000 65 018 SO 120 0 15 143 110 165 125 188 140 210 155 235 2001 -2500 70 105 83 128 100 150 I15 173 ISO 155 145 218 160 240 2501 -5000 75 113 50 135 105 158 120 180 183 203 150 225 165 248 5001 -5500 80 120 g5 145 110 165 125 I88 140 210 155 233 170 255 3501 -44000 85 128 100 150 115 173 130 155 145 218 160 240 175 265 4001 -5000 015 145 110 165 125 155 140 210 155 255 170 255 185 278 5001 -6000 105 158 120 180 155 205 150 225 165 245 180 270 1015 2015 6001 -7000 115 175 150 115 145 218 160 240 115 255 Igo 285 205 508 7001 -8000 125 188 140 210 155 255 110 255 185 215 200 500 215 525 8001 -1000 155 205 150 225 165 245 180 270 155 2015 210 515 2.25 338 > 000 145 215 160 240 115 265 150 255 205 305 220 550 255 355 FAN TESTED CFM @ 0.25" W.G. MINIMUM FLEX DIAMETER MAXIMUM LENGTH FEET MINIMUM SMOOTH DIAMETER MAXIMUM LENGTH FEET MAXIMUM ELBOWS 1 50 4 INCH 25 4 INCH 10' -O" 3 50 51NCH 0 10 1 -0" 5INCH 100 3 50 6 INCH NO LIMIT 6 INCH NO LIMIT 3 50 4 INCH 2 WA 4 INCH 20'-O" 3 80 5 INCH 15 -0 5INGH 100 -0" 5 80 5 INCH 010' -O" 6 INCH NO LIMIT 5 100 5 INCH 2 WA 5 INCH 50' -O" 3 100 6 INCH 45' -0" 6 INCH NO LIMIT 3 125 6 INCH 15 6 INCH NO LIMIT 3 125 - 7 INCH 70' -O" 7 INCH NO LIMIT 5 oz WIND SPEED (MPH) SEISMIC DESIGN CATEGORY SUBJECT TO DAMAGE FROM WINTER DESIGN TEMP 1.:".,E SHIELD UNDER - LAYMENT REQUIRED FLOOD HAZARDS 41R FR>=F71NG INDEX MEAN ANNUAL TEMP - WEATHERING FROST LINE DEPTH TERMITE DECAY 251b 55 D(IBC) D2(IRC) MODERATE IS" SLIGHT TO MODERATE SLIGHT TO MODERATE R - 55 NO R -2I R-21 R -10 EQUIVALENT FLUID PRESSURE = 35 P.G.F. (UNRESTRAINED WALLS) SO P.G.F. (RESTRAINED WALLS) OPTION IC 6LAZIN6 AREA, % O F FLOOR f5LAZIN6 U.- FACTOR q nOOR U- FACTOR 2 COLINS 12 YALE ATEOVE GRADE 1 K n 5 FL.0012 4 02 VERTICAL I I OVCRRI-E5AD 1V. m QCCUPANCI S ONY 0.40 0.35 0.20 R - 55 R -30 R -2I R-21 R -10 R -5Q R - IQ GENERAL CODE ALL APPLICABLE CODES AND AUTHORITIES HAVING JURISDICTION SHALL BE FOLLOWED I) 2005 INTERNATIONAL RESIDENTIAL CODE (IRG.) WITH WASHINGTON STATE AMENDMENTS (NSA) EXCEPT CHAPTERS 11 AND 25 THROUGH 42 ARE NOT ADOPTED. WAG 51 -51 2) 2005 INTERNATIONAL BUILDING CODE (IBC) WITH WASHINGTON STATE AMENDMENTS (ASA) NAG 51 -50 3) 2003 INTERNATIONAL MECHANICAL CODE (IMC) WITH WASHINGTON STATE AMENDMENTS (WSA) WAG 5I-52 4) 2003 UNIFORM PLUMBING CODE (UPC) WITH WASHINGTON STATE AMENDMENTS, EXCEPT CHAPTERS 12 AND 15 ARE NOT ADOPTED. WAG 51-56 AND 51-57 5) 2003 INTERNATIONAL FUEL GAS CODE (IFGG) WITH WASHINGTON STATE AMENDMENTS (WSA) 6) 2004 WASHINGTON STATE ENERGY GODS (W5EC). WAC 51 -11 7) 2003 WASHINGTON STATE VENTILATION AND INDOOR AIR QUALITY COPE (WSVIAQG). WAC 51 -15. BUILDING CONSTRUCTION TYPE: V-B OCCUPANCY GROUP: R-3 CONTRACTOR SHALL VERIFY ALL NOTES, DIMENSIONS AND CONDITIONS PRIOR TO CONSTRUCTION CONTRACTOR SHALL PROVIDE TEMPORARY BRACING AS REQUIRED UNTIL ALL PERMANENT CONNECTIONS HAVE BEEN MADE. IT IS THE CONTRACTORS RESPONSIBILITY TO IDENTIFY ALL D 1 I ES TO THE ARCHITECT AT THE TIME THEY ARE NOTED. DIMENSIONS TAKE PRECEDENCE OVER SCALED DR A '1IN(GS. S I TIE 1NOiz< CARPENTRY LOADING ROOF FLOOR CEILING DECK EXTERIOR CANTILEVERED BALCONY INTERIOR PARTITION EXTERIOR PARTITION GLIMATIG AND GEOGRAPHIC DESIGN CRITERIA GENERAL ALL FOOTINGS TO BEAR ON FIRM, UNDISTURBED EARTH BELOW ORGANIC SURFACE SOILS. ALL BACK FILL MATERIAL SHALL SE THOROHGHLY COMPACTED. FOUNDATION VENTS SHALL NOT INTERFERE NITH THE DIRECT LOAD PATH OF COLUMNS. GENERAL. ALL FRAMING SHALL COMPLY WITH THE APPROPRIATE SECTIONS) OF TIC 2003 IEG/IRC. ALL. WOOD IN CONTACT WITH CONCRETE TO BE PRE55USE TREATED. 8" MINIMUM CLEARANCE BETWEEN WOOD AND EARTH. 12" MINIMUM CLEARANCE SETIALEEN FLOOR BEAMS AND EARTH. IS" MINIMUM CLEARANCE BETWEEN FLOOR JOISTS AND EARTH. 15 PSF DEAD LOAD 10 PSF DEAD LOAD 5 Psr DEAD LOAD 5 PSF DEAD LOAD 10 PSF DEAD LOAD INSULATION AND MO ISTURE PROTECTION + 25 PSF LIVE LOAD + 40 PSF LIVE LOAD + 10 PSF LIVE LOAD + 40 PSF LIVE LOAD + 60 PSF LIVE LOAD 40 PSF • 50 PSF - 15 PSF - 45 PSF - '10 PSF 7 PSF IO PSF WOOD BEARING ON OR INSTALLED WITHIN I" OF MASONRY OR CONCRETE TO BE TREATED WITH AN APPROVED PRESERVATIVE. SOLID BLOCKING OF NOT L.E5S THAN 2x THICKNESS SHALL BE PROVIDED AT ENDS AND AT ALL SUPPORT OF JOISTS AND RAFTERS. ANCHOR SOLT5 PER SHEAR NALL SCHEDULE AND FOUNDATION PLAN. 1" MINIMUM EMBEDMENT. ALL METAL FRAMING ANCHORS AND HANGERS SHOWN ON DRAWINGS SHALL BE STRONG TIE CONNECTORS AS MANUFACTURED SY SIMPSON COMPANY OR APPROVED EQUAL. GENERAL UNLESS NOTED OTHERWISE, INSULATION SHALL CONFORM TO THE WASHINGTON STATE ENERGY CODE INSULATION BAFFLES TO MAINTAIN I -1/2" CLEAR SPACE ABOVE INSULATION. BAFFLES TO EXTEND 6" ABOVE BATT INSULATION. BAFFLES TO EXTEND 12" ABOVE LOOSE FILL INSULATION. INSULATE BEHIND BATHTUBS, SHOWERS, PARTITIONS AND CORNERS. FACE STAPLE BATTS. FRICTION FIT FACED BATTS USE 4 MIL (0.004 ") POLYETHYLENE VAPOR BARRIER AT WALLS. USE PVA PAINT WITH A DRY CUP PERM RATING OF ONE (MAX) R -IO INSULATION UNDER ELECTRIC WATER HEATERS. INFILTRATION CONTROL I. EXTERIOR JOINTS AROUND WINDOWS AND DOOR FRAMES, OPENINGS BETWEEN WALLS AND FOUNDATIONS, BETWEEN WALLS AND ROOF AND BETWEEN WALL PANELS, OPENINGS AT PENETRATIONS OF UTILITY SERVICES THROUGH WALLS, FLOORS, AND ROOF, AND ALL OTHER SUCH OPENINGS IN THE BUILDING ENVELOPE, INCLUDING ACCESS PANELS INTO UNHEATED SPACES, SHALL BE SEALED, CAULKED, GASKETED OR WEATHER- STRIPPED TO LIMIT Al R INFILTRATION. 2. ALL EXTERIOR DOORS, OTHER THAN FIRE -RATED DOORS, SHALL BE DESIGNED TO LIMIT AIR INFILTRATION AROUND THEIR PERIMETER WHEN IN A CLOSED POSITION. DOORS BETWEEN RESIDENCE AND GARAGE ARE NOT CONSIDERED "FIRE - RATED" AND MUST MIS t THE ABOVE REQUIREMENT. 3. ALL EXTERIOR WINDOWS SHALL BE DESIGNED TO ADMIT AIR INFILTRATION INTO OR FROM THE BUILDING ENVELOPE WHICH SHALL BE SUBSTANTIATED BY TESTING TO STANDARD ASTM E 283.73. SITE BUILT AND MILLWORK SHOP MADE WOODEN SASH ARE EXEMPT FROM TESTING BUT SHALL BE WEATHER - STRIPPED, CAULKED AND MADE TIGHTLY FITTING. 4. RECESSED LIGHT FIXTURES TO LIMIT AIR LEAKAGE PER N.S.E.G. PIPING FOR HOT WATER / STEAM SYSTEMS OF PIPING FOR CONTINUOUSLY CIRCULATING HOT WATER SERVICE IS REQUIRED TO BE INSULATED PER THE W.S.E.C. SERVICE WATER PIPING SHALL BE INSULATED TO A MINIMUM OF R-5. VAPOR BARRIERS / GROUND COVERS AN APPROVED VAPOR BARRIER SHALL BE PROPERLY INSTALLED IN ROOF DECKS, IN ENCLOSED RAFTER SPACES FORMED WHERE CEILINGS ARE APPLIED DIRECTLY TO THE UNDERSIDE OF ROOF RAFTERS, AND AT EXTERIOR WALLS. INSET STAPLED BATTS WITH A PERM RATING LESS THAN ONE MAY BE INSTALLED IF THE VAPOR BARRIER 15 TO THE WARM SIDE, STAPLES SHALL BE PLACED NOT MORE THAN 8" O.G. AND GAPS BETWEEN THE FACING AND THE FRAMING SHALL NOT EXCEED I /I6 ". A GROUND COVER OF 6 MIL (0.006 ") BLACK POLYETHYLENE OR EQUIVALENT SHALL BE LAID OVER THE GROUND IN ALL CRAWL_ SPACES. THE GROUND COVER SHALL BE OVERLAPPED ONE FOOT AT EACH JOINT AND SHALL EXTEND TO THE FOUNDATION WALL. THE NET FREE VENTILATING AREA FOR ATTIC VENTILATION MAY BE 1/300 OF THE AREA OF THE VENTILATED SPACE PROVIDED THAT A VAPOR 'BARRIER HAVE A PERM RATING NOT EXCEEDING ONE IS INSTALLED ON THE WARM SIPE OF THE INSULATION. DOORS, WINDOWS AN SKYLIGHTS GENERAL DOORS TO THE EXTERIOR MAY HAVE A MAXIMUM 7.5/4" STEP TO A MINIMUM 36" DEEP LANDING. ALL GLAZING SHALL MEET THE REQUIREMENTS OF THE 161-S.E.C. TABLE 6 -1 UNLLf NOTED OTHERWISE. ALL SKYLIGHTS AND SKYWALL5 SHALL HAVE LAMINATED GLASS UNLESS NOTED OTHERWISE. ALL BEDROOM EMERGENCY EGRESS WINDOWS SHALL HAVE A MINIMUM NET CLEAR OPENING OF 5.1 SQUARE FEET. MINIMUM NET CLEAR OPEN ABLE WIDTH OF 20" AN17 A MINIMUM NET CLEAR OPENING HEIGHT OF 24 ", MAXIMUM FINISHED SILL HEIGHT OF 44" ABOVE FLOOR. SITE BUILT AND MILLWORK SHOP BUILT WOODEN SASH SHALL 133E MADE WEATHER- STRIPPED, CAULKED AND BE MADE TIGHTLY FITTING. SLIDING GLASS DOORS TO PERMIT MAXIMUM INFILTRATION OF 0.5 CFM PER SQUARE FOOT OF DOOR AREA. SEE PLANS FOR: GLAZING MANUFACTURER AND MODEL NUMBERS. SAFETY GLAZING LOCATIONS PER 2005 IRC SECTION R308. I. GLAZING IN SWINGING DOORS. 2. GLAZING IN FIXED AND SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOORS. 5. GLAZING IN STORM DOORS. 4. GLAZING IN ALL UNFRAMED SWINGING DOORS. 5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWER GLAZING IN ANY PART OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60- INCHES MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE. 6. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A POOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 24 -INCH ARC. OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAT bO" ABOVE THE FLOOR OR WALKING SURFACE. - T. GLAZING THAT MEETS ALL OF THE FOLLOWING CONDITIONS: ?.I. EXPOSED AREA OF AN INDIVIDUAL PANE IS GREATER THAN 9 SQUARE FEET. 72. EXPOSED BOTTOM EDGE 15 LESS THAT I8" ABOVE THE FLOOR. 1.3. TOP EDGE GREATER THAN 56" ABOVE THE FLOOR. 7.4. ONE OR MORE WALKING SURFACES WITHIN 56" HORIZONTALLY OF THE PLANE OF THE GLAZING. S. ALL GLAZING IN RAILINGS 9. GLAZING IN WALLS AND FENCES ENCLOSING IN DOOR AND OUTDOOR SWIMMING POOLS, HOT TUBS, AND SPAS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60" ABOVE THE FLAME OF THE ADJACENT WALKING SURFACE. 10. GLAZING ADJACENT TO STAIRWAYS, LANDINGS AND RAMPS WITHIN 36" HORIZONTALLY OF A WALKING SURFACE WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60" ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE. 11. GLAZING ADJACENT TO STAIRWAYS, LANDING'S AND RAMPS WITHIN 60" HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE NOSE OF THE TREAD. SCREENS NEED NOT BE PROVIDED AT SKYLIGHTS WHEN FULLY TEMPERED GLASS I5 USED AS SINGLE GLAZING OR IN ALL PANES INSULATING UNIT AND ALL OF THE FOLLOWING CONDITIONS ARE MET. I. THE GLAZING ARE DOES NOT EXCEED 16 SQUARE FEET. 2. THE HIGHEST POINT OF GLASS 15 NOT MORE THAN I2'-Q" ABOVE ANY WALKING SURFACE OR ACCESSIBLE AREA. 3. THE NOMINAL THICKNESS OF EACH PANE DOES NOT EXCEED 5/16 ". MEHAN 1 AL GENERAL SOLID FUEL BURNING APPLIANCES INCLUDE AIRTIGHT STOVES, FIREPLACE STOVES, ROOM HEATERS, FACTORY BUILT FIREPLACES AND FIREPLACE I NGER ;TS. ALL SOLID FUEL BURNING APPLIANCES SHALL COMPLY WITH THE PROVISIONS OF CHAPTER 24 OF THE 2003 INTERNATIONAL RESIDENTIAL CODE. HEATING EACH DIAELLIN6 UNIT SHALL 5E PROVIDED WITH HEATING FACILITIES CAPABLE OF MAINTAINING A TEMPERATURE OF 68 DEGREES FAHRENHEIT AT A HEIGHT OF 3' -O" ABOVE THE FLOOR AND TWO FEET FROM EXTERIOR WALLS IN ALL HABITABLE ROOMS WHEN THE OUTSIDE TEMPERATURE 15 AS SET FORTH IN THE W.S.E.C. DEFINITION OF BUILDING ENVELOPE FROM THE WASHINGTON STATE ENERGY CODE: THE ELEMENTS OF A BUILDING WHICH ENCLOSE CONDITIONED SPACES THROUGH WHICH THERMAL ENERGY MAY BE TRANSFERRED TO OR FROM THE EXTERIOR EXCEPT AS EXITED BY THE I. FUEL BURNING APPLIANCES LOCATED WITHIN THE BUILDING ENVELOPE SHALL OBTAIN AIR FROM OUTDOORS, MEETING THE PROVISIONS OF CHAPTER 24 OF THE 2003 IRC. 2. FUEL BURNING APPLIANCES LOCATED OUTSIDE THE BUILDING ENVELOPE SHALL MEET THE PROVISIONS OF CHAPTER 24 OF THE 2003 IRO. 3. DUCTWORK LOCATION AND SOURCE OF COMBUSTION AIR SHALL MEET THE PROVISIONS OF CHAPTER IE+ OF THE 2003 IRC. ALL WARM AIR FURNACES SHALL BE LISTED AND LABELED BY AN APPROVED AGENCY AND INSTALLED PER CHAPTER MI402 OF THE 2005 IRC. APPLIANCES INTENDED FOR INSTALLATION 1N CLOSETS, ALCOVES OR CONFINED SPACES SHALL BE SO LISTED AND INSTALLED PER SECTION M1102.2 OF THE 2005 IRC. NO WARM AIR FURNACE SHALL SE 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 AND ELECTRIC HEATING FURNACES. NO WARM AIR FURNACE SHALL BE INSTALLED IN A CLOSET OR ALCOVE WITH A SPACE LESS THAN 12" WIDER THAN THE FURNACE OR A CLEARANCE OF 3" ALONG THE SIDES, BACK AND TOP. LIQUEFIED PETROLEUM GAS BURNING APPLIANCES SHALL NOT BE INSTALLED IN A PIT, BASEMENT OR SIMILAR LOCATION WHERE HEAVIER THAN AIR GASES MIGHT COLLECT. APPLIANCES 50 FUELED SHALL NOT BE INSTALLED IN AN ABOVE GRADE UNDER FLOOR SPACE OR BASEMENT UNLESS SUCH LOCATION 15 PROVIDED WITH AN APPROVED MEANS FOR .REMOVAL OF UNBURNED GAS. HEATING AND GOOLI NG APPLIANCES LOCATED IN A GARAGE AND WHICH GENERATE A GLOW, SPARK OR FLAME CAPABLE OF IGNITING FLAMMABLE VAPORS SHALL BE INSTALLED WITH THE PILOTS AND BURNERS OR HEATING ELEMENTS AND SWITCHES AT LEAST IS" ABOVE THE t=LOOR SURFACE. FIRE DAMPERS NEED NOT BE INSTALLED IN AIR DUCTS PASSING THROUGH THE NALL, FLOOR OR CEILING SEPARATING A RESIDENCE (GROUP B, DIVISION 3 OCCUPANCY) FROM A GARAGE (GROUP M, DIVISION 1 OCCUPANCY), PROVIDED SUCH DUCTS WITHIN THE GARAGE ARE CONSTRUCTED OF STEEL HAVING A THICKNESS NOT LESS THAN 0.01 (NO. 26 (GALVANIZED SHEET GAUGE) AND HAVE NO OPENINGS INTO THE GARAGE. WARM AIR FURNACE INSTALLATIONS IN ATTICS OR CRAWL SPACES SHALL COMPLY WITH MI402 OF THE 2005 ERG. EVERY APPLIANCE DESIGNED TO BE VENTED SHALL BE CONNECTED TO A VENTING SYSTEM COMPLYING WITH CHAPTER IS OF THE 2005 IRC. EVERY FACTORY BUILT CHIMNEY, TYPE L VENT, TYPE 5 GAS VENT OT TYPE BW 6AS VENT SHALL BE INSTALLED IN ACCORDANCE WITH THE TERMS OF ITS LISTING, MANUFACTURERS INSTALLATION INSTRUCTIONS AND THE REQUIREMENTS PER CHAPTER 10 OF THE 2005 IRC.. A TYPE B OR 5104 GAS VENT SHALL TERMINATE PER CHAPTER 24 OF THE 2005 IRC. A TYPE L VENTING SYSTEM SHALL TERMINATE NOT LESS THAN 2 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' --O" OF THE VENT PER SECTION 1804.2.4 OF THE 2003 IRC. VENT CONNECTORS SHALL BE INSTALLED WITHIN THE SPACE OR AREA IN WHICH THE APPLIANCE IS LOCATED AND SHALL BE CONNECTED TO A CHIMNEY OR VENT IN SUCH A MANNE=R AS TO MAINTAIN THE CLEARANCE TO COMBUSTIBLES PER SECTION MI503 OF THE 2003 IRC.. HEATING EGU I FMENT ALL HEATING EQUIPMENT SHALL MEET THE REQUIREMENTS OF THE 1987 NATIONAL APPLIANCE ENERGY CONSERVATION ACT (NAECA) AND BE SO LABELED. EQUIPMENT SHALL ALSO COMPLY WITH SECTION 1411 OF THE W.S.E.C. HVAC. EQUIPMENT FOR LOW -RISE RESIDENTIAL SHALL BE SIZED NO GREATER THAN 200% OF DESIGN LOAD DUCTWORK I. DUCT SYSTEMS OR FACTORY BUILT AIR DUCTS SHALL BE OF METAL AS SET FORTH SY TABLE I6Q1.1.I (I) $ 1601.1.1 (2) OF THE 2003 IRC. 2. RECTANGULAR, FLAT, OVAL AND ROUND DUCT JOINTS AND SEAMS SHALL BE AIRTIGHT PER SECTION MI601.3.1 OF THE 2003 !RC. 3. INSTALLATION OF DUCTS SHALL COMPLY WITH SECTION MI601.3 OF THE 2005 IRC. 4. DUCT INSULATION BE INSTALLED IN ACCORDANCE WITH SECTION M1601.2.1 OF THE 2003 IRC. WHOLE HOUSE VENTILATION SPECIFICATIONS FROM THE 2003 WASHINGTON STATE VENTILATION AND INDOOR AIR QUALITY CODE MAO). SOURCE SPECIFIC VENTILATION REQUIREMENTS. I. MINIMUM EXHAUST FAN REQUIREMENTS: A. BATHROOMS, LAUNDRIES AND POWDER ROOMS - 50 CFM ® 025" ■G. B. KITCHENS - 100 CFM ® 0.25" W.b. (RANGE HOOD OR DOWN DRAFT EXHAUST FAN RATED AT MIN. 100 CFM (go 0.10" W.G. MAY BE USED FOR EXHAUST FAN REQUIREMENTS.) 2. EXHAUST DUCT REQUIREMENTS: A. INSULATE TO R-4 (MIN.) IN UNCONDITIONED SPACES. B. EQUIP WITH A BACK DRAFT DAMPER. G. TERMINATE OUTSIDE THE BUILDING. D. COMPLY WITH TABLE 3 -3 ON THIS SHEET. PRESCRIPTIVE REQUIREMENTS FOR: OPTION I. INTERMITTENT WHOLE HOUSE VENTILATION USING EXHAUSE FANS (VIAQ 505.4.1) OUTDOOR AIR SHALL BE SUPPLIED TO ALL HABITABLE ROOMS (AT FLOW RATES SPECIFIED IN TABLE 5.2 ON THIS SHEET) USING THE FOLLOWING METHODS: I. ROOM OUTDOOR AIR INLETS SHALL COMPLY WITH THE FOLLOWING: A. HAVE CONTROLLABLE AND SECURE OPENINGS. B. BE SLEEVED OR DESIGNED 5O AS NOT TO COMPROMISE THE THERMAL PROPERTIES OF THE WALL OR WINDOW IN WHICH THEY ARE PLACED. G. PROVIDE A MINIMUM OF FOUR SQUARE INCHES OF NET FREE AREA OF OPENING FOR EACH HABITABLE AREA. D. PROVISIONS SHALL BE MADE TO ENSURE AIRFLOW BY THE INSTALLATION OF DESTRIBUTION DUCTS, TRANSOMS, OR UNDERCUTTING DOORS A MINIMUM OF 1/2" ABOVE THE FINISHED FLOOR COVERINGS. NOTE: OUTDOOR AIR INLETS ARE NOT REQUIRED, IF THE HOME HAS A DUCTED FORGED AIR HEATING SYSTEM THAT COMMUNICATES WITH ALL HABITABLE ROOMS AND HAS INTERIOR DOORS UNDERCUT A MINIMUM OF 1/2" ABOVE THE FINISH FLOOR COVERING. 2. WHOLE HOUSE EXHAUST FANS SHALL: A. 5E SIZED ACCORDING TO TABLE 5 -2 ON THIS SHEET. 5. FLOW RATED AT 0.25" W.G. STATIC PRESSURE. G. SOUND RATED AT 1.5 SONES MAXIMUM. 3. WHOLE HOUSE EXHAUST FAN CONTROLS: A. BE CONTROLLED BY A 24 -HOUR CLOCK TIMER. S. 'PROVIDE CAPABILITY OF CONTINUOUS OPERATION, MANUAL AND AUTOMATIC, CONTROL. G. THE 24 -HOUR CLOCK TIMER SHALL BE READILY ACCESSIBLE. D. AT THE TIME OF FINAL INSPECTIO, THE AUTOMATIC CONTROL TIMER SHALL SE SET TO OPERATE THE WHOLE HOUSE FAN FOR AT LEAST 8 HOURS A DAY. E. A LABEL SHALL BE AFFIXED TO THE CONTROL THAT READS "WHOLE HOUSE VENTILATION (SEE OPERATING INSTRUCTIONS) ". 4. WHOLE HOUSE EXHAUST DUCTS: A. SE SIZED ACCORDING TO TABLE 5 -3 ON THIS SHEET. B. INSULATED TO A MINIMUM R -4 IN UNCONDITIONED SPACES. C. TERMINATE OUTSIDE THE BUILDING. TABLE 5 -2 VENTILATION RATES FOR ALL GROUP R OCGUPANGIES FOUR STORIES AND LESS* MINIMUM AND MAXIMUM VENTILATION RATES: CUBIC FEET PER MINUTE (CFM) * FOR RESIDENCES THAT EXCEED 8 BEDROOMS, INCREASE THE MINIMUM REQUIREMENT LISTED FORS BEDROOMS BY AN ADDITIONAL 15 CFM PER BEDROOM. THE MAXIMUM GPM I5 EQUAL TO 1.5 TIMES THE MINIMUM. TABLE S -S PRESCRIPTIVE EXHAUST DUCT SIZING NOTE: I. FOR EACH ADDITIONAL ELBOW SUBTRACT IO'-O" FROM LENGTH. 2. FLEX DUCTS OF THIS DIAMETER ARE NOT PERMITTED WITH FANS OF THIS SIZE. F I REPLACES ALL MASONRY FIREPLACES AND CHIMNEYS SHALL BE CONSTRUCTED TO CONFORM TO ALL APPLICABLE PORTIONS OF CHAPTER 10 OF THE 2005 IRC CODE. FLUE LINER. MINIMUM, 5/13" FIRE CLAY (OR EOUIVAL.ENT) PER IRC. FLUE AREA PER IRO. CHIMNEYS SHALL SUPPORT ONLY THEIR OWN WEIGHT UNLESS SPECIFICALLY DESIGNED TO SUPPORT ADDITIONAL LOADS. ALL FIREPLACES SHALL BE PROVIDED WITH TIGHTLY FITTING FLUE PAMPERS, OPERATED WITH A READILY ACCESSIBLE MANUAL OR APPROVED AUTOMATIC CONTROL, AND AN OUTSIDE SOURCE OF COMBUSTION AIR. MINIMUM DUCT SIZE OF 6" SQUARE INCHES IN AREA PROVIDED WITH READILY ACCESSIBLE DAMPER LOCATED IN FRONT PART OF FIREBOX. PREFABRICATED FIREPLACES, CHIMNEYS, AND RELATED COMPONENTS TO BEAR U.L. OR I.G.B.O. SEAL OF APPROVAL AND TO BE INSTALLED PER MANUFAGIURER'S SPECIFICATIONS. HEARTHS SHALL EXTEND 20" (MIN.) IN FRONT OF AND 12" (MIN.) $E:YOND EACH SIDE or FIREPLACE OPENINGS. FIREPLACES SHALL BE PROVIDED WITH TIGHTLY FITTING GLASS OR METAL DOORS. ENER' GODS 2004 Y+RASHINGTON STATE ENERGY CODE (YsI.S.E.G. PRESCRIPTIVE REQUIREMENTS °a FOR GROUP R OCCUPANCY CLIMATE ZONE I 0. NOMINAL R- VALUES ARE FOR WOOD FRAME ASSEMBLIES ONLY OR ASSEMBLIES BUILT IN ACCORDANCE WITH SECTION 601.1 OF THE W.SE.C. I. MINIMUM REQUIREMENTS FOR OPTION IV LISTED. 2. REQUIREMENT APPLIES TO ALL CEILINGS EXCEPT SINGLE RAFTER OR JOIST VAULTED CEILINGS. 5. REQUIREMENT APPLICABLE ONLY TO SINGLE RAFTER OR JOIST VAULTED CEILINGS. 4. BELOW GRAPE WALLS SHALL SE INSULATED EITHER ON THE EXTERIOR TO A MINIMUM LEVEL OF R -I0, OR ON THE INTERIOR TO THE SAME LEVEL AS WALLS ABOVE GRADE. EXTERIOR INSULATION INSTALLED ON BELOW GRADE WALLS SHALL BE A WATER RESISTANT MATERIAL, MANUFACTURED FOR IT'S INTENDED USE, AND INSTALLED TO THE MANUFACTURER'S SPECIFICATIONS. SEE SECTION 602.2 OF THE W.S.E.C. 5. FLOORS OVER CRAWL SPACES OR EXPOSED TO AMBIENT AIR CONDITIONS. 6. REQUIRED SLAB PERIMETER INSULATION SHALL BE A WATER RESISTANT MATERIAL, MANUFACTURED FOR IT'S INTENDED, AND INSTALLED ACCORDING TO THE MANUFACTURER'S SPECIFICATIONS. SEE SECTION 602.4 OF THE W.S.E.C. el. DOORS, INCLUDING ALL FIRE DOORS, SHALL BE ASSIGNED DEFAULT U- FACTORS FROM TABLE 10 -6C OP THE W.S.E.G. 10. WHERE A MAXIMUM GLAZING AREA 15 LISTED, THE TOTAL GLAZING AREA (COMBINED VERTICAL PLUS OVERHEAD) AS A PERCENT OF GROSS CONDITIONED FLOOR AREA SHALL BE LESS THAN OR EQUAL TO THAT VALUE. OVERHEAD GLAZING WITH U- FACTOR OF U -0.40 OR LESS 15 NOT INGLUDED IN SLAZLN' AREA LIMITATIONS. II. OVERHEAD GLAZING SHALL HAVE U- FACTORS DETERMINED IN ACCORDANCE WITH NFRC 100 OR AS SPECIFIED IN SECTION 502.1.5 OF THE W.S.E.C. 12. LOG AND SOLID TIMBER WALLS WITH A MINIMUM AVERAGE THICKNESS OF 55" ARE EXEMPT FROM THIS INSULATION REQUIREMENT. THE FOLLOWING WALLS ARE CONSIDERED TO MEET R -21 WITHOUT ADDITIONAL DOCUMENTATION PER SECTION 602.2 OF THE W.S.E.C.: A. 2x6 FRAMED AND INSULATED WITH R -21 FIBERGLASS BATTS. 5. 2x4 FRAMED AND INSULATED WITH R -I5 FIBERGLASS BATTS PLUS R-4.0 FOAM 5HEAT14IN6. G. 2x4 FRAMED AND INSULATED? WITH R -I3 FIBERGLASS BATTS PLUS R-5.0 FOAM SHEATHING. SHEET INDEX CODE RE�BwB COMPLIANCE AP MAy no City Of TuOi BUILDING DIVISION 69/11 5046 I EGISTERED r RECEIVED CITY OFTUKWILA MAY 1 1 7001 PERMITCENTER (na�,• W? O = )rww UO W ~ o a 2 m ¢ �Fz w r: V F w� ZCLw.a�Lt� W¢ U W W U w Na w • (E .r :::(2.5i:cell2;:j5,-90w � x N�W r z � 3z U W x©awl d O F ..a w a c..) w zw w w wx0(l1WY -im 81- met !!!!!'!-11!: _1= ` 0 1 U azwPM >wawa¢ L) fze DESIGNED BY: TG DRAWN BY: JRA A l LLI Ce F- w F) a Lu 111141<?1> 0 2 F co co 2 0 U 2 � 0 w co cc 0 0 rn t o co N 0 LL 0 0 m CO ao ui w CC 1 0 DATE: 10/04 DATE 12/21/04 REVISED BY: DATE: BLH x/8/06 LATERAL BY: DATE: MM H/2•7/04- /2'7/04 LATERAL JOB NUMBER; 04 -1025 ANW JOB NUMBER: 0 60 1 1 2 SHEAR TALL SCHEDULE SHEAR NALL DESIGNATION NAIL SIZE NAIL SPACING HEM -FIR #2 to/FT. epees STUDS TOP/BOTTOM PLATE SLOGGING REQUIRED 52 - 4 6d 4" 4" 4" No 25o PI Sd 6" 12" 6" YES 210 PI -4 ad 4" 12" 4" YES 310 PI-5 ad 3" 12" 3" YES 400 P2 -3 ad 3" 12" S" YES SoO SHEAR les4ALL NOTES: I. 52- GYPSUM WALLBOARD TWO SIDES. PI- 7/16 A.P.A. RATED PLYWOOD OR ORIENTATED STRAND BOARD (0.S$.) ON ONE SIDE OF WALL. P2- 1/16 A.PA. RATED PLYWOOD OR ORIENTATED STRAND BOARD (0.5B.) ON EACH SIDE OF WALL. 2. FOR P1 -3 4 P2 -3 SHEAR WALLS USE 3x STUDS AT ADJOINING PANEL 5. NAILS SHALL BE Sd COMMON (0.131" DIAMETER). 4. WHERE PLYWOOD IS 2 SIDES OF WALL, JOINTS SHALL FALL. ON SEPERATE STUDS EACH SIDE. 5. ALL PANEL EDGES BLOCKED WITH 2 -INCH NOMINAL FRAMING FOR PI -6 4 PI -4 SHEAR WALLS, PI-5 AND P2 -3 SHEAR WALLS REQUIRE Sx FRAMING MEMBERS AT PANEL EDGES. INSTALL PANELS EITHER HORIZONTALLY OR VERTICALLY FOR PLYWOOD OR A.P.A. RATED SHEATHING, GYPSUM SHEAR WALLS SHALL BE INSTALLED WITH THE SHEETS RUNNING HORIZONTALLY. SPACE NAILS a 12 INCHES ON CENTER @ INTERMEDIATE SUPPORTS. 6. 5 /S" DIAMETER ANCHOR BOLTS SHALL. BE 10 INCHES LONG SPACED A MAXIMUM OF 24 INCHES ON CENTER. 3/4" DIAMETER ANCHOR BOLTS SHALL - BE 12 INCHES LONG SPACED A MAXIMUM OF 24 INCHES ON CENTER. PLATE WASHERS ON ANCHOR BOLTS SHALL BE 2 "X2 "X3/16" (U.N.O.) W,45HERs TO BE GALVANIZED OR STAINLESS STEEL. 1. RErER TO PLANS AND SECTIONS FOR ANCHOR BOLT SIZES, SPACING, PLATES NAILING ETC. s. PI -3 4 P2 -3 SHEAR WALLS AT ADJOINING PANEL EDGES AND MUDS1LLS NAILING SHALL SE STAGGERED PER FOOTNOTE(I) OF IBC TABLE 2306.A.1. Q. WHERE PLYWOOD 15 INSTALLED ON 150TH SIDES OF WALL PLYWOOD JOINTS SHALL FALL ON SEPARATE STUDS EACH SIDE. ROOF VENTILATION WHOLE HOUSE VENTILATION Standard Truss 1 Scissor. Truss Roof Framing Assembly: Main Roof Roof Area : Ventilation Required: 1936 s.f. 1936 s.f. x 144 s.i. 1 s.f. 1 300 = 929.28 s.i. Req'd Provide 1/2 ventilation at ears, 1/2 above midpoint & min. 3 ft. above eave vents 1 < 1 OUTDOOR AIR INLETS NOT REQUIRED. HOME HAS A DUCTED FORCED AIR HEATING SYSTEM Eave Ventilation: Min. 100 cfm @' 0.25" WG (VIAQ Table 3 -1) (Range hood or down draft', exhaust fan rated at min.100 cfm at. 0.,10" WG may be used for exhaust fan requirement.) Birdblocking = Eave Ventilation Req'd = Provide : Min. Ventilation Provided = 4/1 s.i. I I.f. - 25% reduction = 929.28 s.i. / 2 / s.i. per I.f. = 132 l.f. birdblocking. Ventilation = 466.29 s.i. is greater than 3.53 s.i. 1 I.f. 131.53 I.f. 466.29 s.i. 464.64 s.i. Req'd Upper Roof Ventilation: MAX. VERTICAL U -VALUE ALLOWED . .0.40 7 "x7" Attic Roof Jack = Upper Ventilation Req'd = Provide: Ventilation Provided = 49 s.i. each - 25% screen reduction = 929.28 s.i. / 2 / s.i. of each vent = 13 -7 "x7" roof jacks. Ventilation = 477.75 s.i. is greater than 36.75 s.i. each. 12.64 vents 477.75 s.i. 464.64 s.i. Req'd Use : (minimum) Use : (minimum) 132 I.f. birdblocking. Ventilation = 13 - 7 "x7" roof jacks. Ventilation = 466.29 s.i. 477.75 s.i. Total Min. Ventilation Provided = 944,04 s.i. IS GREATER THAN : 929.28 s.i. Req'd VENTILATION ..__ SCHEDULE WHOLE HOUSE VENTILATION SYMBOL OPTION 1. WHOLE HOUSE VENTILATION USING EXHAUST FANS (VIAQ 303.4.1) 110 MIN. CFM - EXHAUST FAN FLOW RATING PER VIAQ TABLE 3 -2 MINIMUM FAN REQUIREMENTS 4 A 1 1 OUTDOOR AIR DISTRIBUTED TO EACH HABITABLE ROOM BY INDIVIDUAL FRESH AIR INLETS. Min. 50 cfrn @ 0.25" WG (VIAQ Table 3 -1) 1 < 1 OUTDOOR AIR INLETS NOT REQUIRED. HOME HAS A DUCTED FORCED AIR HEATING SYSTEM THAT COMMUNICATES WITH ALL HABITABLE ROOMS AND HAS INTERIOR DOORS UNDERCUT A MINIMUM OF 1/2 INCH ABOVE THE FINISH FLOOR COVERING. Min. 100 cfm @' 0.25" WG (VIAQ Table 3 -1) (Range hood or down draft', exhaust fan rated at min.100 cfm at. 0.,10" WG may be used for exhaust fan requirement.) • Whole C OPTION 2. WHOLE HOUSE VENTILATION INTEGRATED WITH A FORCED AIR HEATING SYSTEM (VIAQ 303.4.2) INCH SMOOTH OR INCH FLEXIBLE OUTDOOR AIR INLET DUCT PER VIAQ TABLE 3 -5 MIN. CFM = 110 MAX CFM = 165 (VIAQ Table 3 -2) (based on 3,358 s.f. floor area & 4 bedrooms) `flow rating @ 0.25" WG *whole house fans located 4 ft. or Tess from interior grille to have a sone rating of 1.5 or less measured @ 0.1" WG *whole house fan is required only when using OPTION 1 (VIAQ 303.4.1) *All fans to vent to outside *All other requirements of 2004 WSEC 1 2003 VIAQ must be met MAX. VERTICAL U -VALUE ALLOWED . .0.40 I MOTORIZED DAMPER 1 MANUAL DAMPER MEETING VIAQ TABLE 3 -2 FLOW RATES: CFM 1 AUTOMATIC FLOW - REGULATED DEVICE 0.37 FLOORS OVER UNHEATED SPACES OPTION 3. WHOLE HOUSE VENTILATION USING A SUPPLY FAN (VIAQ 303.4.3) INCH SMOOTH OR • INCH FLEXIBLE OUTDOOR AIR INLET DUCT PER VIAQ TABLE 3-6 1 0.58 SLAB PERIMETER R -10 BACK -DRAFT DAMPER SELECTION: 1 1 CALIBRATED MANUAL VOLUME DAMPER 1 MANUAL VOLUME DAMPER R-8 ( AUTOMATIC FLOW - REGULATING DEVICE 0.20 MILGARD OPTION 4. WHOLE HOUSE VENTILATION USING A HEAT RECOVERY VENTILATION SYSTEM (VIAQ 303,4.4) 1 0.20 VENTILATION ..__ SCHEDULE 2003 WASHINGTON `. STATE VENTILATION AND INDOOR AIR QUALITY CODE SYMBOL LOCATION MINIMUM FAN REQUIREMENTS 4 A Bath, Powder, Laundry Min. 50 cfrn @ 0.25" WG (VIAQ Table 3 -1) • Kitchen B VAULTED CEILINGS Min. 100 cfm @' 0.25" WG (VIAQ Table 3 -1) (Range hood or down draft', exhaust fan rated at min.100 cfm at. 0.,10" WG may be used for exhaust fan requirement.) • Whole C House Fan MIN. CFM = 110 MAX CFM = 165 (VIAQ Table 3 -2) (based on 3,358 s.f. floor area & 4 bedrooms) `flow rating @ 0.25" WG *whole house fans located 4 ft. or Tess from interior grille to have a sone rating of 1.5 or less measured @ 0.1" WG *whole house fan is required only when using OPTION 1 (VIAQ 303.4.1) *All fans to vent to outside *All other requirements of 2004 WSEC 1 2003 VIAQ must be met FOUNDATION VENTILATION Crawlspace Area: 1556 s,f. Ventilation Required: 1556 s.f. / 300 = 746.88 s.i. Req'd Use: 14" x 7" Foundation Vents Vent Area = 98 s.i. - 25% reduct.,1 /4 "mesh = 73.5 s.i. Vents Required = 746.88 s.i. /Vent Area = 10.16 s.i. Provide : 11 14" x 7" Vents, Area = 808.5 s.i. Ventilation Provided = 808.50 s.i. is Greater than 746.88 s.i. Req'd Use: 11 14" x 7" 'Foundation Vents FOUNDATION VENTS SHALL NOT INTERFERE WEIR DIRECT LOAD PATH OF COLUMNS INSTALL 6 MIL BLACK POLYETHYLENE VAPOR RETARDER GROUND COVER LOCATE VENTS SO AS TO PROVIDE CROSS- VENTILATION OF CRAWL SPACE LOCATE ONE VENT WITHIN 3 FEET OF EACH CORNER OF THE BUILDING NO OPERABLE LOUVERS AT VENTS 2004 WASHINGTON STATE ENE.RGY CODE CHECKLIST CHAPTER 6 PRESCRIPTIVE - CLIMATE ZONE.! =PROPOSED INSULATION OPTION NUMBER IV CEILINGS ._ R-38 MAX GLAZING PERCENTAGE ALLOWED ' UNLIMrTED VAULTED CEILINGS EZ-30 PROPOSED PERCENTAGE GLAZING 19;B6% ABOVE GRADE WALLS R -21 MAX. VERTICAL U -VALUE ALLOWED . .0.40 BELOW GRADE WALLS (INTERIOR) R -21 PROPOSED VERTICAL U -VALUE 0.37 FLOORS OVER UNHEATED SPACES R-30 MAX OVERHEAD U -VALUE ALLOWED 0.58 SLAB PERIMETER R -10 PROPOSED OVERHEAD U -VALUE 0.54 DUCTS IN UNHEATED SPACES R-8 MAX DOOR U -VALUE ALLOWED 0.20 MILGARD X PROPOSED DOOR U -VALUE 0.20 112" AIR 2004 RESIDENTIAL WSEC CHAPTER HEATING, SYSTEMS SIZING PRESCRIPTNE HEATING SYSTEM SIZING :. FLOOR WND H. ELECTRIC RESISTANCE (BASEBOARD / UNIT HEATERS): CONDMONED SQUARE FOOTAGE X.005882= • 19.75 RECE MAXIMUM KW OUTPUT CITY OFT OTHER FUELS: CONDIT]ONED SQUARE FOOTAGE X 20 = , 67160 MAY 11 MAXIMUM BTU OUTPUT of l fl111Tr• GLAZING SCHEDULE PLAN M3165 . ROOM • VAPOR R AR ER __ r FLOOR WND H. MANUF FRAME TYPE L MODEL NO. 1 4 MIL POLY X I FACE STAPLE a% CIKE©,' :BA,TTS : { P - L% /OOD WI EXT, GLUE GASLO -E U -VAL (1) WALL _ MAIN FLOOR FOVEER 1 300 6 Co 4 MIL POLY 1 X FACE STAPLED•B'AOKED] BATrS ; NI PVA HINT VINYL S HUNC 5220 CEILING AIR YES 0.39 18.00 7.02 1 4 MIL POLY FACE STAPLE B)OKEI i3ATTS PVA AINT 3 00 6 CO MILGARD X 1 NOT REQUIRED IF VENTILATIO tI SPACEiAVERAGE 12 . ABOVE 1NSULATION 5220 112" AIR GLAZING SCHEDULE PLAN M3165 . ROOM # OF WNDS. 1 WND W. WND H. MANUF FRAME TYPE WDW. TYPE MODEL NO. AIR GAP GASLO -E U -VAL (1) AREA.a _. I 1: V� ii. _ MAIN FLOOR FOVEER 1 300 6 Co MILGARD VINYL S HUNC 5220 112" AIR YES 0.39 18.00 7.02 LI a,lr.,G 3 00 6 CO MILGARD VINYL 'S HUNG 5220 112" AIR YES 0.39 54.00 21.06 {)II•;I'IG .. 2 00 6 00 MILGARD VINYL S HtJNG 5220 1/2" AIR YES 0.39 24.00 9.36 KITCHEN 1 6.00 4 E0 MILGARD ® VINYL ^LIDE.rR P`CT(..;RE 5120 5320 112" 1/2" AIR AIR YES YES 0.38 0.35 27.00 10.26 18.90 NOOK 3 3 OC 6 C MILGARD 54.00 NOOK 1 .i OC 6 GO MILGARD VINYL S HUNG 5220 112" AIR YES 0.39 1800 7 02 FAN11121 � 3 00 6 CO MILGARD VINYL 5 Hik G 5220 112" AIR YES 0.39 36.00 14.04 DE r! 2 3 00 6 CO MILGARD VINYL S I. LNG 5220 112" AIR YES 0.39 36,00 14.04 UPPER FLOOR I il;Sl i I OIL F2 . ' 1 JU . CO MILGARO VINYL PiC TLJRL 5320 112" AIR YES 0.35 8.00 2.80 i;;CJA I n :R 2 00 4 CO MILGARD VINYL € i TU E 5320 :112" AIR YES 0,35 16.00 5.60 [(MEP 1 L' 2 0C 2 il0 MILGARD VINYL P C :TuRE. 5320 112" -AIR YES 0.35 48.00 16.80 BEE)PM 3 1 3 0c 3 00 MILGARD VINYL P!` T1M-�C 5320 112" AIR YES 0.35 9.00 3.15 BE )RIll • 1 -3 00 :5 CO MILGARD VINYL S HUNG 5220 112" AIR YES 0.39 15.00 5.85 EL .1 2 Ti 00 CO MILGARD VINYL . S HUNG 5220 1/2" AIR YES 0.39 30.00 11.70 B,1STP BEE M 3.00 5 CO MILGARD VINYL >= I!LING 5220 112" AIR YES 0.39 30.00 11.70 SITTING ' 3 OC 5 CO MILGARD VINYL S HUN(~, 5220 112" AIR YES 0.39 30,00 11.70 SII FING 5 3 QU 5 CO MILGARD VINYL •Pj_ :IL;it- 5320 112" AIR YES 0.35 45.00 15.75 POSIR BATH 3.00 4 CO MILGARD VINYL CASE. • 5521 -112" AIR YES 0.36 24.00 8.64 I ::.- - IF BATH 1 2 OC :: G0 MILGARD VINYL CASE. 5521 1/2" AIR YES 0.36 6.00 2.16 BE DRM 2 :. 3 0 a CO MILGARD VINYL S HUNG: 5220 112' • AIR YES 0.39 30.00 11.70 U al IY 1 ?'a0 3 t :U MILGARD VINYL CASL 5521 112" . AIR YES 0.36 6.00 2.16 RONI..JS 3 ? 00 :? CO MILGARD VINYL P:t::T1;RE 5320 1/2' AIR YES 0.35 12.00 4 20 BO NU: 1 3 00 5 CO MILGARD VINYL . S HUNG 5220 • 112" AIR YES 0.39 15.00 5.85 WND. TOTAL: 591.00 221.46 DOORS WITH MORE THAN 50 %GLASS HOOK 1 SKYWALLS 3 001 CO SIMPSON !WOOD DOORS POOR WITH MORE AVG. 6001 J3 THAN U-VALUE /4 " ..IAJR, 50% (VERTICAL GLASS-TOTAL: IYES GLASS): 0.36 1 24.00 24.00 8.64 8.64 0.37 SKYLIGHTS AND STAIRWE9.I 4 2 00 4 00 MILGARD ALUM 5K' +'1.143H€T 700 314 " - AR NO 0 54 32.00 17.28 MSTR BATH 111111 2 00 4 CO MILGARD ALUM •S KYLIGHT 7 + . ' AIR NO 0 54 16.00 8.64 BATH 2 1 2 00 MILGARD ALUM S K ',' LIGHT 780 3/4' AIR NO 0.54 4.00 2.16 GLAZING % = AVG. U -VALUE = (1) U- VALUES ARE NFRC CERTIFIED TOTAL 1 AVG .'UVALUE •.- • = - WSEC TABLE SKYLIGHT (OVERHEAD 667.00 S.F. TOTAL: GLASS): = = OR E 1 52.00 28.08 0.54 AREA UA 667.001 258.18 TOTAL 1 TOTAL 2 19.86% HEATED AREA . UA TOTAL (TOT. 2) 3358.00 S.F. 258.18 UA 0.39 U -VALUE AREA TOTAL (TOT. 1) OR OBTAINED FROM 667.00 A 10 -6A, B, C, D FRAMING 4 FOUNDATION DIMENSION 2x STUDS PER PLAN SHEAR WALL PER PLAN 4 SCHEDULE FINISH PER ELEVATION OVER IS LS. BUILDING PAPER OVER SHEATHING PER PLAN LTP4 a 24 11/4" SOLID RIM JOIST I6d TOE NAILS @ 6" O.G. 2x6 STUDS @ 16" D.G. Z - FLASHING WOOD TRIM OPTIONAL S" MIN TIGHTLINE p.,� STORM DRAIN IF REQ. 1' -0" MIN GRANULAR FREE DRAINING BACKFILL OR SAND WATERPROOF MEMBRANE _.7.1 _ .�r•4 .•� �_ � • A 1 • • �I 11 I I I I I 11 I I •`_'` x � ��; • -11 .{ . `':` ?t d a tr. I III -- III =1 (2) 4 BAR, J 1: M1CONTINUOUS ' '1• 1 r N' 1- 1 1 1 111 1 I I., + �..�� • - -_ ": 1 LEI 11- 4"0 SMOOTH WALLED FOOTING DRAIN TO APPROVED DRAINAGE SOURCE S" da NOTE: TH 15 DETAIL SHALL BE USED AS NEEDED FOR ALTERNATE SITE CONDITIONS. FLR. JSTS. PER PLAN III -III -II 1 ,; 111E1 2X STUDS PER PLAN GATT INSULATION PER PLAN I6d NAIL to 4" O.G. GATT INSULATION PER PLAN 3/4" T.45. PLYWOOD SUBFLOOR GLUED 4 NAILED A55 @ 52" O.G. MUDSILL / A. BOLTS PER FOUNDATION PLAN TOP OF GRADE #4 BAR @ lb O.G. VERTICAL IN CENTER OF WALL *4 BAR @ 16" O.G. HORIZONTAL 111- 111 -1 1 1 3 CLEAR j a" CANT'L RETAININ& l'MALL SCALE : 1" = 1'--0" -t 5046 LET S INGTON ED JKWIL.A /III�j o NTER 0 U1 a ,' c } r- w L. ro c.�zoo _1wCiO U � - ¢Q :Z�pm¢a�U1WL 31 L o _l ¢ X T Q V W Z. Z a wN r���� o� _¢w N p��� 'n o w � t" z l } Vj F ��� ,z Ii�mo�ila'a�QO�wF wa r>> w zw,��w M ���W� =0i- HNHQw Uw W � j° () CI3 .v..) QO¢ ' w¢c�cepLC� azw�'�� }t,.awaa J Liu 1 DRAWN BY: JRA 0 is DESIGNED BY: DATE: TG 10/04 DATE: 12/21/04 REVISED BY: DATE: SLH Q /S /0b LATERAL BY: DATE: MM 11/21/04 LATERAL JOB NUMBER: 04 -1025 ANW JOB NUMBER: O6O-t -T2 la" MIN -4 MAX 6'.-40" MAX FRAMING $ FOUNDATION FRAMING 4 FOUNDATION FRAMING FOUNDATION .A '' +F W .HINGTON FLOOR T. PARALLEL @ SIM. SECTION FRAMING FOUNDATION ,; DIMENSION T7IMENSIpN DIMENSION SHEAR WALL PER PLAN SCHEDULE DIMENSION �4.� ,.l� SHEAR WALL PER PLAN lq 2X STUDS PER PLAN SHEAR WALL PER PLAN 2x N SHEAR WALL PER FLAN 2X STUDS PER PLAN 1 • + �.: I� -' F *id .;•.- 2X STUDS PE PL AN ' f U BATT INSULATION PER PLAN— FLR. JSTS. PE ' " 16d 4" 0. 4- fir , i- . ;� r 1I x STUDS PER PLAN MUDSiLL / A. BOLTS $ SCHEDULE FINISH PER ELEVATION OVER I5 LB. BUILDING PAPER OVER SHEATHING PER PLAN 16 d @ 4 �� OG . BATT INSULATION PER PLAN SATT INSULATION PER BATT INSULATION PER PLAN r : } ± SHEAR WALL. PER PLAN " 5/4" T- & G . PLYWOOD SUBFLOOR ET $ SC HEDULE FIN PER ELEVATION OVER 15 LB. BUILDING PAPER OVER SHEATHING PER PLAN 1 6d @ 4 D.G. �: i i ' BATT INSULATION PER PLAN BAI INSULATION PER PLAN SCHEDULE - FSCHEDULE IN15H PER ELEVATION OVER 15 LB. BUILDING PAPER OR SHEATHING PER FLAN OVER. FLASHING PLAN 3/4" T.$G. PLYWOOD SUBFLOOR GLUED NAILED @ �I ir- , r ° � �, �' : 5 /4 T.$G. PLYWOOD SUBFLQOR GLUED $ NAILED SATT INSULATION PER PLAN 5/4" T,$G. PLYWOOD .�4 F � . , M -. 166 @ 4 D.G. INSTALL 'X' GLUED $ NAILED LAP JOI ST 6 ad @ 4" Q.G. UPI - -, a ..� PER FOUNDATION PLAN SUBFLOOR GLUED 4 NAILED 5/8" TYPE i G,W.S. . . . Z - _ 1 wooD TRIM . . Z FLASHING \ _ _ � __ T T Y Y T T xT T Y irrrrrr rrr kifilitillirinillitilarlittlYti ,�,�,�, ��, FLASHING r T rrvr 1111 Y--Y TT T T T T T T rrrrrrri ,,,,��,� T YT� i' v 11 r ? , -,-a- N = d -� `- T T TY � f �/� rrri I 1111 1 11. FLR• • PER � T 1 OPTIONAL 5" MAX. Q 8 MIN , SLAB TO GRADE WOOD TO GRADE 4" GONG. SLAE 6 MIL. SLACK '� 4 GRANULAR I - �Z W O OD TRIM � - -I WDDD TRIM . � itirtilitit4 1 r PAYMENT OF USE FEE IS DUE ARCHITECTS NORTHWEST, INC. PRIOR TO CONSTRUCTION FOR EACH STRUCTURE BUILT FROM THESE PLANS. THESE PLANS ARE COPYRIGHTED IN ACCORDANCE WITH FEDERAL STATUTES. REPRODUCTION BY ANY METHOD OF ALL OR PORTIONS OF THESE PLANS 0' VARIATIONS THEREOF WITHOUT WRITTEN PERMISSIO II FROM ARCHITECTS NORTHWEST, INC. IS STRICTLY PROHIBITED. THESE DRAWINGS AND PLANS SET OPTIONAL I FLR JSTS PER . . 1OE -NAIL 1 'N1Yf 1.0I (I) #4 BAR CONT. MAX 6 BELOW TOP OF FND. WALL d I, : a I I I 4 I II , , . IL a ; If ∎14 , II '''° '• II; : . :. 1TOE -NAI,Y FLR. J PER PLAN @ 6" O.G. z _ dJ \ AN ° , a a , °. •. . 4 >. -. 4" CONC. SLAP OVER 6 MIL. BLACK V.B. OVER 4 GRANULAR FILL 3 16d E NAILS T 4 �� BEAM PER P: „ @ 6 O.G. 8 MIN. \ 45" MAX. @ 6" O.G. 8" MIN. =yT. 11G±1�, \ IL_ 4 . • ' NIW „QI MUDSILL / A. BOLTS PER FOUNDATION PLAN . MI <. IL' , b } •_. R SLK ? 'X'0W „g$ I.r.. , I� I I I I 4 � � Z ,< \ J '///7/ '7/ /7/ � \\ \\ \\ \\ \ X / d TIG j / \�\� HTLINEr \ / / \ \ STORM DRAIN - IF REQUIRED /�\ ..... -• •, - , . , t _... _•_ . .c: ' .. ...-- ... ;. . . - . � � �-'r •' ��r,,•ti -X: "' S •� r ~J• ±��"v ;.• : " -• . - } ' '-` * s r r ` s : l �% ��. f/ ` � / \ / /� �� � � / / � \ \� \f \ \ / GOT (I) #4 \ $AR V „ MAX. 6 BELOW TOP OF F ND WALL • ' 4 a : a 4 e I MUDS ILL / A. BO, PER FOUNDATION FLAN 'NIW 1.0I f $AR GN (I) #4 OT MAX. 6 I' BELOW TOP OF FND INALL °1a'' I E . 1 4 ^ • - ;. I I it �. A a L_� i> ,' ` II ° I M UDSILL / A. B01 PER FOUNDATION PLAN - : ° a ° . a \.'a ° BOTTOM OF BEAM (21� 6d g � NAI AM $ 2 1 NAILS IN C P. T. POST PER • 4 ° ` ° � ' ` z \ SIMPSON xl%' NAILS 35F A ;Al (5) Sd TO W OOD w a I X „ # 4 B AR VER T ICA L @ 16 D -G. 11. ' ; II f r ° J .'. I" ' . ° � a � 4 • \ / \� \ - , \ \i \ /r (' • III • I 'NIW „0I ' ,/,././,,,.////// XWJ �� \ / � z TIGHTLINE� \ \ _ .:CV STORM � \ \� / ° `' ° " .i d / ��/ �/ / \� ` ��}- Zli- TIGHTLINE� /\ / - < STORM \ \ �� a �% \� //\ j / / V \ \�i #4 rpNDER NA DRI LS INT VEN O G ONG 6 MIL. SLACK ° $HORIZONTAL @ 16 O.G. 4 �I) BAR GONT � \ \ \ \/ \ \/\ • � : 4 . 14 • ; \ � \�� \ \� \� , y \ -, �� .,�. \ \ \ \ \ \ \ \ \ / \ \ \ � \ \fN 2) #4 BAR _iv D RAIN i . \ //.. 4I a � � ffi 6 MIL. SLACK V. S. tl ' tl � /�\� /� // ND WALL • d a ° < • q4 . 4 ; , • • � 4 .. mod IF REQUIRED � \ / \/ , N � .•, ` ° • 1 1 .4 BLACK V. B. / \ / \ \f\ / 6 MIL. BLACK V. B. ° J 4 �, a . . 4'" . . 11 R ' 5" ° °-• 4 . \ \ \ // / / # (2 4 BAR CONTINU /\ // r �� A r • a r . il• A .., -, a if 04 � ,. o-- , -•-- {I 4 . (2) #4 SAR CONTINUOUS C� \ ;. 4 v . 4 7 a.."�, 4 .. il • 1f 4 ° se a l d • ` d , 1 \ V \ \ / \ \/\ /\ \ \ \ \ \ \ \ (2) #4 BAR CONTINUOUS l'-4" 3 1, GLR. \ Q , a ,' . e . o-' ° ( #4 SAR CONTINUOUS 11 3 G!~R. /� / � \ ' <. a II GLR 3 . \ / ' / / / \ \ / � \ \% 3 GLR. \ \ / ,<N,'<,(' ,, / \/XS \� 4" DIA. RFDRAIN �4" J' a L'4" j r 4" DIA PERF. -•— I/ 4" \ � 5" j� 4 J. \ l 4 I f� 4"41, a 4 SGT F DIA TIO r 4 8 4 ,� SCALE 1" = 11 -0" �I r l 'I FOUNDATION 'I �I rl SCALE : I = I' -0" /# f , f SCALE : I" _ !'--O" ,' SCALE : l" = l' -D" DRAIN FOUNDATION DRAIN - : I 5" GARAGE FND. NALL 2 S" FND. NALL ad NAIL @ 4" O.G. 2x BLOCKING PLYWD FLOOR SHEATHING 5) S" FND. BALL C S" FND. NALL @ GARAGE GE CONTINUOUS FOOTING DOUBLE TOP _ LL PER PLAN 1 1 1 S PER EAR WALL ( 1 1 41 PLATE t . EXTEND BEAM TO END OF SHEAR PANEL ad ® 3" D.G. ad NAILS a 3" O.C. TO EACH TOP PL 5x STUDS NI • • • • • • • • • ]. . • • • • T• • I I • 3 ROWS • NO WALL @ SIM. SECTION ` I r wrrr�wrwrs��51rr/ �rAV .wAIwwwM , NAIL @ 4" D.G. FLOOR SHEATH p REVIEWED COD comP APPROVED 16d [� 4" O.G ad 4" D .G. • N d R. L. @ SIM. SECTION) 16d @ 4" O . G . 1 66 TO-NAIL @ 4 "u . • PLYWOOD TO BEAM O.C. 0.5.15. PANEL) WALL S.O.G. ad a 5" s1MFSQN STHD14 HOEDOWN W/ (32) ' I I ' I • I ' + 1 _ _ 1 T /16" PLYWOOD/ ( DNI� SOLID SHEAR :�AW..WwIV�� /�I/,�,w��-iw VI �: f► r��wr iw.► w, �i+ rrrr _rrrwrswwwiw�rwrwt ...�.�����....r•...�...LI�.,�.. , li 1 It 1 ,......,.... : r ' 5" THICK STEM WALE +n ,r ,1, 04 11 11 II 1. II. IF 5 1 1 11 f1 " iw7 - II Ll.11 11 LI II ° ` x • 11 11 4 . 11'1 -- 1 11 II * • p _ (4) #4 Z VERTICAL IN1 1 ` +�- 1 SHEAR WALL PER PL SHEAR :a. (4) 166 TOE NAIL 1 ER EACH BLOCK I WALL PER PLAN : '1 =.RQIt 2x FLOOR JOISTS @ SIM SECTION A3 . " 1 - •� 1 I 1 . FLOOR JOISTS PER PLAN I I ., • : • 1 ............. ....,....:.:: .::... .-. .... .. .. 166 TOE NAIL @ 6 O -C- SHEAR WALL PER PLAN I•• i 1 I 1 I ►• ■ V NCB i 1` 1 ( 1 • a • 1 e 1 a 11 1 11 . i �� °__' -__ T , 11 A 11 • ' , a ll ' II • • d „ = " SCALE : 1/2 I -O � . • .4 : \ #4 @ I D" D.G: HORIZONTAL ° 11 11 " 11. 1a 11 • " „• 'I' ° . 11 '11 ° . II. ."° 11 • .11 •11, A_ . . . 11 ' li . :,t. • .. Ile II 4. 11 . a ° • 4 - •. _ • $SCHEDULE 1 2001 Y 1. ���1 $ SCHEDULE I :. @ 16 .CO . D = PER PLAN NO S CALE _ ,� OW Of TUQ1�•' iA NO sow �U �D��� ® �� ® 1/4� � a ud • . 11 qL • ,L 9 .qV II • Il4° 11 ° ° ° . e 4 • w „ = , SCALE : I I -0 50AL 5a SHEAR PANEL @ C�ARA&E LATERAL DETAIL SHEAR TRANSFER � LATERAL, DETAIL 1 SHEAR TRANSFER x /16" PLYWOOD SHEATHING NAILED w/ ad NAILS @ 4" O.G. $SUPPORTED PANEL EDGES PLYWOOD R OOF SHEATHING ad Cal 4" O.G. TRUSS 4 0 (HANDRAIL GRIP SIZE PER IRO 8311.5 -6.5.) 1" . . DIA MIN HANDRAIL, CONT. =IJLLR NGT : SP AC I NG BETWEEN INTERN GUARDRAIL MEMSE85 TO BE SUc A SPHERE OF 4" DIA. SHALL NO' PASS TH ANY OPENING FLOOR $ PiwR DOUBLE STUD @ HOE OR J PLAN OIST, TYPE D I REGTI DN 13ATT 4 i ; 1 I I SHEAR WALL PER FLAN $ SCHEDULE SIMPSON HOEDOWN PER PLAN w/ ALL NAIL HOLES FILLED w/ 1 6d COMMON NAILS NO SCALE WALL PER PLAN $ SCHEDULE FLOOR JOISTS PER PLAN 1 j 0 111 la ry \ I PER P TRUSS PER PLAN ROOFING MATERI PER PAPER �SHEVERI BUILDING ULATION I I S{MPSON A35 ®24 O.G. �Of X m _ z _ _ 0 - E S HANDRAILS PER 1RG 8311.5.6 8312 2 CONFORM ON GABLE TRUSS. f ` INSULATION CLEAR W /2" AIRSPACE ED 2X BLOCKING J/ 2�DIA O5 PER 24 0.C. (BLOCKING TO TOUGH TOP PLATE) FASCIA 3OARD PER PLAN T I� ;�� II , �, 511vIPSOt As4 DIATE , (I) 1 W/ Sd NAILS @ 4 O.G W/ ALL EDGES BLOCKED 11 d E NAI RAKE WAEL.F HEIGHT STUDS p Eli = Z Z } PER 0 (A ...---\_, I �r , �,,����j�,���`� - - ••�` !��� � � • I�rw.�rwrr�rsrwrr�rwr..j 11 RG R5i1. WA Y WIDTH ii �rwl..rwrr rrririi�rwrr�� IIMIIIIII 1• r Ai 1 — �� ' � 5 CONTINUOUS �I' B P STAIR IN A 55 @ 24" O (BIRDS : � ��1 :�.I s�11 ��� :a F �1 ��I : F �I1 �� : ��I 1 v ,4110 � 8 d 4 O.G. � I i TO OVERHANG `1 NAILS @ (SHTG BIRDBLOCKING) METAL �. ►) I �,� Il• ■� � SHEAR WALL PER PLAN $SCHEDULE 10 MIN. II I I m , r T READ , OW g 1 � 9 Q 1 § I i- i N I N 1 1 I : i 1 110-.111 X' TYPE 'X' G.W B. (2) LAYERS @CEILING, (I) Ll� 3 2X12 STRING!: ( ) SIMPSON HOEDOWN PER PLAN w/ ALL NAIL HOLES FILLED w/ I6d COMMON NAILS @ OF EACH STUD DOUBLE STUD @ HOLDOWN (MST) SINGLE STUD @ HOEDOWN (GS) pl J r die SIMP H I CLIP FIRE $LOCKING NOT VARY M THAN 5/8" 1.5.3.1 $ RSI1.5. ■► . \ \ SEAM PER PLAN — Pi 10i l I @ EACH TRUSS INSULATION PLAN ROSE: SHALT IF GABLE END TRUSS 1S DESIGNED I6d @ LATERAL FORGE OF 3500#, 4 O.G. FOR LATE PLYWOOD NOT NEED TO 2X4 THRUST BLOCK PER PLAN l BATT PER PLAN FINISH 15 LB, OVER PER ELEV ATION AVER BU►L, PA PER SHEATHING PER PLAN SCALE : I" = I' -0" - (PER 1RC Rif EXTEND UP GA DOES BLE END -- -- NOT TO SCALE TD ad NAIL _ ' •NOT SHEAR WALL PER ill I \ � NO SCALE . JOIST OR BLOCKING @ FLOOR BELOI 10 HALL TO FLOOR — STRAP I I LATERAL DETAIL 12 FLAT GE I L I NCB► . SAVE 15 LATERAL DETAIL 14 INTERIOR STAIR ` e . . k 5' -0" 1 L -6 ID � CRICKET BUILT-UP CURB 2 X 6 BUi YT. � + � i * �� ♦�' ADHERED STONE VENEER . I + , �4 i..�� r �� � � 1 • •• • • •: c a , , '� � I q . ". . ° ad 4 ° ' _ a p 4 \ 4 •11 (2) 2X4 � 41 ;T; _ SIZE PER PLAN N/ 4 M1;N . CURB FLASHING AS RECOMMENDED $Y MANUFACTURER ►. � '♦11il � _., � I � , �SKYLIGHT _ ` :: : RECEIVED CITY OF ����,pp�� MAY 1 1 �nr►� PERMSTCENTER FINIS PER'PEAI�! .�� r . I k" ��"'■nr�► i ri���.1 d \ 6x12 DF #2 �p 3 " /�� (2 LAYERS LAMINATED GLA55 @ +12' -0" ,4.F.FJ 2 LAYERS TEMPER GLASS @ - t2' - O" A.F.F.) INSULATION PER PLAN � tom 1 2X STup .WALL '111F PER PLAN DRAWN BY: DATE: JRA 12/21 /D4 2x6 Dl= 1/2" GD G PLYWOOD ; 1 � 1 lr 1 - ;t \ �., � 1 _- r i' � � ` N REVISED BY: DATE: D Z — \ \ GONG WALL 1 . � � ~� PER PLAN a '4►.i _ '�"'v 5 EATI1INCB °- ' Nab.- r `' ` RAFTERS OR TRUSS BEYOND • . \ . MI( ►�' e �,._ �� \ , 2x6 - N \ 4x4 BAE DF y i� ' CORROSION RESISTANT (GALV.) L * `.. '� � � i iv- 4 I I ►_�� iI '�� , ;- � LATERAL JOB NUMBER: 04 1025 TYPE N MORTAR " . - ' 4 ._ i �: . a a ► ±f± • ' 44 x BRACE 4x6 DF `� (2 2X4 � � . ►. • ADHERED STONE VENEER "N" \ r f ; r 2X4 lNF11 L FRAMING ' « r r ~� . TYPE .+ ► �4 e a MORTAR JOINT �} � ♦ ► ♦I • . ° . . � + SCALE : I" = I' -D" TYPE MORTAR JOINT „ ,1 Y Y : 4 11=111 - - 11 .. i - m \ TYPE N rte. . MORTAR �� - -- ... 5 /8" TYPE "X" G.W.B. IL._ BI=D :� : : NOT TO SCALE NOT TO SCALE SCALE : I" = I' -O" SCALE : I" = I'-o" ANW JOB NUMBER: 060112 15 SKYLIGHT 6 BRACKET DETA I L< 11 E3 RACKET DETAIL I S ADHERED VENEER 0/ CONCRETE 1 ADHERED VENEER 0/ SHEATHING 1 LATERAL RESTRA I NT HAW AlARE SYMBOL • HOLD03NN TYPE AND AMOUNTS EI DROPPED BEAM DESIGNATED ON FLOOR PLANS. S}MPSON STH17I4RJ (IQ) TOTAL. ' INSTALL I -1/2" FROM CORNERS OR ROUGH OPENINGS, USg (58) I6d NAILS. DROPPED BEAM DESIGNATED ON FRAMING PLANS. - _ __r - __ _ SIMPSON 5THD14 (4) TOTAL. INSTALL I -I/2" FROM CORNERS OR ROUGH OPENINGS, USB (58) I6d NAILS. ■ TYP I CAL MUr7 -5 I LL P.T. 2x6 w/ 5/8" dia. x IO" ANCHOR BOLTS 24" O.G. W/ GALV. 2 "x2 "x3 /l6" PLATE WASHER UPSET SEAM DESIGNATED ON F PLA <1.1/4 .1 0. ,, (..) j 11. DESIGNED BY DATE: TO 10/04 DRAWN BY: DATE: JRA 12/21/04 REVISED BY DATE: BLH Q/S/06 LATERAL BY: DATE: MM 11/27/04 LATERAL JOB NUMBER: 04-1025 ANW JOB NUMBER: 060712 LATERAL RESTRA I NT HAW AlARE SYMBOL • HOLD03NN TYPE AND AMOUNTS EI DROPPED BEAM DESIGNATED ON FLOOR PLANS. S}MPSON STH17I4RJ (IQ) TOTAL. ' INSTALL I -1/2" FROM CORNERS OR ROUGH OPENINGS, USg (58) I6d NAILS. DROPPED BEAM DESIGNATED ON FRAMING PLANS. - _ __r - __ _ SIMPSON 5THD14 (4) TOTAL. INSTALL I -I/2" FROM CORNERS OR ROUGH OPENINGS, USB (58) I6d NAILS. ■ TYP I CAL MUr7 -5 I LL P.T. 2x6 w/ 5/8" dia. x IO" ANCHOR BOLTS 24" O.G. W/ GALV. 2 "x2 "x3 /l6" PLATE WASHER BEAM SCHEDULE PLAN VIEW DESCRIPTION - — — — - - — ` - — _ DROPPED BEAM DESIGNATED ON FLOOR PLANS. DROPPED BEAM DESIGNATED ON FRAMING PLANS. - _ __r - __ _ FLUSH AND TOP FLUSH BEAM DESIGNATED ON FRAMING PLANS. Emzzom UPSET SEAM DESIGNATED ON F PLA 4x 0 DF #2 DROPPED 1 ---f - -- -- - _J —�J- 4x 10 DF #2 DROPPED PROVIDE MIN. I8 "x24 CRAWL SPACE ACCESS INSULATE 6 WEATHER STRIP 4x10 DF #2 DROPPED 4x 0 DF#2 DROPPED 4x10 DF4t2 DROPPED •'.4 - , INESIESSIIIIMminarsilantanin CANT'L F.J. I'-6" SIMPSON JOIST HANGERS AI 9OQR SCALE: 1/4" = l'-O" FLOOR FRAM I N6 NOTES: 1. CONTRACTOR SHALL VERIFY ALL NOTES, DIMENSIONS $ CONDITIONS PRIOR TO CONSTRUCTION. 2. ALL FLOOR JOISTS TO BE 2x10 @ 16" ON CENTER UNLESS NOTED OTHERWISE (U.N.O.). 5. ALL BEAMS $ HEADERS TO BE 4x10 DF #2 2x4 WALLS $ 6,48 DF #2 DR 4x10 DF #2 2x6 WALLS U.N.O. 4. POSTS TO BE 4x4 DF #2 $ 4x6 DF 4i @ BEAM JOINTS, U.N.O. 5. PROVIDE SOLID BLOCKING OVER SUPPORTS. 6. PROVIDE FIRE BLOCKING ® ALL PLUMBING PENETRATIONS. BEARING WALLS ARE SHADED. 8. PLUMBING AND MECHANICAL FIXTURES ARE DASHED. G • i® INDICATES POINT LOAD SUPPORTED BY (2) STUDS, U.N.O. 10. ALL WOOD IN CONTACT WITH GONG. TO BE PRESSURE TREATED. II. SEE SHEET I FOR ADDITIONAL NOTES. GB66 POST ABV. NO F 3 4" T. 4 G. PLYWOOD GLUED 4 NAILED STAGGER JOINTS, TIP. CS66 POST ABV. C1566 POST ASV. O F.P. ABOVE. " R.S. PLYWD. SOFFIT w /2" CONT. SCRFFN VENT EDGE w/ MIN. 1" AIR SPACE BELOW R -50 BATT INSUL. TIP. D.S. 15 14 1"x14" SCREENED FOUNDATION VENTS (II) REQUIRED LINE 'OF .THICKENED 'SLAB PROVIDE MIN, IS "x24" CRAWL SPACE ACCESS INSULATE 4 WEATHER STRIP EDGE OF SLAB 20'- -O 16 R.O. ADD (2) #4 TOP BARS TURN DN. OR STEM WALL. MIN. I8" DEEP ABV. CONT. FTC. • SLAB ON CEDE 4" GONG. OVER . . 6 MIL'(BLACiC) V.B. OVER 4" GRANULAR FILL . SLOPE 4" TO O.H_ . DOORS rn^ 1' -10 1/2" 4' -0" 4' -0" GRAI IL SWAGE 6 MIL (BLACK) V.B. USE NERVASTROHL OR FLASHING FOR WATERPROOFING 24 "x24 "xI2" DEEP — CONC. FOOTING IN/ (2) #4 BARS E.W. USE NERVASTROHL OR FLASHING FOR WATERPROOFING 56' -0" OVERALL FOOTPRINT ••DN:..2' R. �. _ _ ._._ 4" CONC. OVER 4" 1 .. : • GRANULAR FILL 6x6 POST 5 2 STUB OUT #4 BAR 24" 18" D.G. 5' -6" 5' -6" —4.x4 POSTS TIP. U.N.D. '7 9 ry 9 9 O ry FURNACE $ W.H. PLATFORM ABOVE NEC 250.50. A concrete encased grounding electrode is required in all new ;concrete footings. The electrode shall consist of at least 20 feet of %Z" or larger reinforcement bar or #4 copper wire, located near the bottom of the building footing. (NOTE: 20 foot rebar shall be one continuous piece tied along side any vicinity footing rebar and shall protrude 8" min. above top of foundation wall near location of power panel.) 2' -0" 2' -0" VENEER ADHERED LIGHTWEIGHT STONE VENEER EDGESTONE) mou 12' -0" E7AT 0 SCALE: 1/4" = 1' -0" FOJNPAT I ON NOTES : 12' -0" CONTRACTOR SHALL VERIFY ALL NOTES, DIMENSIONS $ CONDITIONS PRIOR TO CONSTRUCTION. 2. ALL FOOTINGS TO REST ON UNDISTURBED SOIL. 5. ALL WOOD IN CONTACT WITH CONC. TO BE PRESSURE TREATED. 4. SOFFIT, VENT, 4 INSULATE CANTILEVERED AREAS. 5. STEP FOUNDATION PER SITE CONDITIONS. 6. 2,000 P.S.F. ASSUMED SOIL BEARING CAPACITY SHALL BE VERIFIED IN FIELD. SEE SHEET I FOR ADDITIONAL NOTES. SEE SHEET 2 FOR FOUNDATION VENTILATION CALCULATION. AN 12'-0" 2' -0" 0 P,S'. 0 i cD 9 0 i /11106 REVIEWED FOR CODE COMPLIANCE APPROVED City Of Tukwila BUILDING DIVISION D ADHERED LIGHTWEIGHT STONE VENEER (LEDGESTONE) MAY 3 1 2001 RECEIVED CITY OFTUKWILA MAY 1 1 7001 PERMiTCENTER 1 BEAM SCHEDULE PLAN VIEk HOEDOWN TYPE' AND AMOUNTS DESCRIPTION - — — -- - ` — — - - DROPPED SEAM DESIGNATED ON FLOOR PLANS. ❑ SIMPSON STHDI4 (4) TOTAL. INSTALL I -1/2" FROM CORNERS OR ROUGH OPENINGS, USE (58) I6d NAILS. DROPPED BEAM DESIGNATED ON FRAMING PLANS. ' - -' -- COVERED AREA: =12 S.F. UNFINISHED AREA: FLUSH AND TOP FLUSH BEAM DESIGNATED ON FRAMING PLANS. il UPSET SEAM DESIGNATED ON FRA MING PLA LATERAL RES A I N` ' HARPNARE SPMI5OL HOEDOWN TYPE' AND AMOUNTS MAIN FLOOR: SIMPSON STHDI4RJ ()Q) TOTAL. INSTALL I -1/2" FROM CORNERS OR ROUGH OPENINGS, USE (55) I6d NAILS. p: 1754 S.F. ❑ SIMPSON STHDI4 (4) TOTAL. INSTALL I -1/2" FROM CORNERS OR ROUGH OPENINGS, USE (58) I6d NAILS. _ AREA SUMMARY LOWER FLOOR: 0 S.F. MAIN FLOOR: 1540 S.F. UPPER FLOOR: 1754 S.F. TOTAL FINISHED AREA: 3524 S.F. GARAGE: 416 S.F. COVERED AREA: =12 S.F. UNFINISHED AREA: 0 S.F. 15" G.L.B. 24F V4 DROPPED S MPSON JOIST HANGERS ! ! lri�l��■ S� •_'�i, 3i�. n�.. v u �'.� y.Th _, •_+ !i w n.� .'. -gym �T=n� fl/ fl l./ If�l Jf Illllll llfffJll /I/lfllll/w 99 Ipi s1, 54 "x12" G.L.B. 24F -V4 20' - O" LONG UFFER r SCAB E: 1/4" = 1 FLOOR FRAM! N6 NOTES: I. CONTRACTOR SHALL VERIFY ALL NOTES, DIMENSIONS $ CONDITIONS PRIOR TO CONSTRUCTION. 2. ALL FLOOR JOISTS TO BE 2x10 16" ON GEN I ER UNLESS NOTED OTHERWISE (U.N.O.). 3. ALL SEAMS $ HEADERS TO BE 4O DF #2 @ 2x4 WALLS $ 6x8 DF #2 OR 4x10 DF #2 2x6 WALLS U.N.O. 4. PROVIDE SOLID BL OVER SUPPORTS. 5. PROVIDE FIRE BLOCKING @ ALL PLUMBING PENETRATIONS. RA Q. 6x6 DF #2 KING POST FiAt% \--6x12 DF #2 TOP A.M.F. CANT'L 5 0 ONE END 5 4" T. $ G. PLYWOOD GLUED $ NAILED STAGGER JOINTS, r'P. 6x 12 DF #2 TOP ® '1' -I I" A.M.F. 6. WINDOW HEADERS a 8 ABOVE FINISHED FLOOR g MAIN FLOOR, U.N.Q. 1 . SEARING WALLS ARE SHADED. 8. PLUMBING AND MECHANICAL FIXTURES ARE DASHED. INDICATES POINT LOAD SUPPORTED 8Y (2) STUDS, U.N.Q. 10. ALL WOOD IN CONTACT WITH CONG. TO SE PRESSURE TREATED. II. SEE SHEET 1 FOR ADDITIONAL NOTES. FAM I LX INSTALL 56" WIDE DIRECT VENT GAS FIREPLACE PER MANUF. SPECS. WITH NON- COMBUSTIBLE FLUSH HEARTH. 12' -O" 36" HIGH RAILING v4/ PICKETS 0 5 O.G. 1 2 °8 ° G_O. KITCH N FREP ISLAND 0 56" A.F.F. 2x6 WALL CARPET PROVIDE MIN. IS "x24" CRAWL SPACE ACCESS INSULATE $ WEATHER STRIP S' -O" UP 16 RISERS ID" TREADS 4' -0" 2 -CAR. GAGE 4" CONCRETE GARAGE • NOTE: • ,INSTALL G.W.B. WALLS $ POSTS.. %'' TYPE 'x' G.W.Q. CE1L' tNGS $ BEAMS. TIGHT FfTTING, I - 4' THICK (MIN.) SOLID CORE POOR W/ SELF CLOSER DININ& CARPET LIVING CARPET 4' -0" 4' -Q" ', r T r__ • � s:: �- ��-+ye - '.n""... -m nc .�...�_. r�i.- �.... -: -- '1'.i�.'.�: F� 15 14 (2)3 ° 6 ° S.H. 16' -O" ( 3)S °6 ° PIG 36' -0" OVERALL FOOTPRINT OPEN % O ABV. FOYER �HWD 4' -0" 4 DN.TO GRID. III 10 .6 ° 4 6 SLDR 5 °S.C. DN.TOI 4" GONG. OVER 4" GRANULAR FILL 0 in d N 0 O N 26 GA. STRAP AROUND W.H. TO WALL ® TOP 4 BOTTOM 2x6 STUDS a 16" O.G. TYP. a GARAGE VENEER ADHERED LIGHTWEIGHT STONE VENEER (LEDGESTONE) SCALE: 1/4" - 1' -0" FLOOR FLAN NOTES: 2. WINDOWS 4 DOORS ARE SHOWN 4 NOTED AS NOMINAL SIZES. 3. EXTERIOR WALLS TO BE 2x6 STUDS @ 16" O.G. U.N.O. 4. ® INDICATES POINT LOAD SUPPORTED BY (2) STUDS, U.N.O. 5. SMOKE DETECTORS: * SHALL BE 110 V INTERCONNECTED W/ BATTERY BACKUP * SHALL $E INSTALLED ON EACH FLOOR AND IN ALL BEDROOMS * SHALL 15E INSTALLED IN EACH LOCATION WHERE THERE 15 A CEILING CHANGE GREATER THAN 24" 6. PROVIDE STAIRWAY ILLUMINATION PER I.R.G. R305.6 1. AN 12' -O" CONTRACTOR SHALL VERIFY ALL NOTES, DIMENSIONS $ CONDITIONS PRIOR TO CONSTRUCTION. SEE SHEET 1 FOR ADDITIONAL NOTES. 8. SEE SHEET 2 FOR VENTILATION SCHEDULE. 12' -0" 0C3)1R FLA 12' --0" 8' -O" 4' -0 " 6 SEE SHEET 6 FOR THE SHEAR WALL,. SCHEDULE. 0 [V 9 O a 6x6 DF #2 POST INSIDE ' TAPERED COLUMNS vv/ IS" WIDE BASE 4 12" WIDE TOP 1110 REVIEWED FOR CODE COMPLIANCE APPROVED MAY 3 1 2007 City Of Tukwila BUILDING DIVISION CITY OF TUKWILA MAY 1 1 7007 PERMITCENTER Wee v ;wrIX' 0 Z< 0 0 j U z , < <z --- 2 0 W 0 2 �WU)< L,J `'Cl ¢ UW Z O Wm - - : W O OW�o Ftn� ca � � ' w F -W _- �cGZa��azci W —ce - m0I - 0� � ltld vq.e, I. ` -ow U1Q4 0 OU) -¢F- -r z wWU][L ° 6 <w • w a � W ao¢x�wa��o�cx dzw�- ���www¢a Iti col LU in 0 De O 0) 4 0 5 z f c N .1 cn Dow Z cc d J v Z 44 .iiesittiti i - ‘c3; co DESIGNED BY: DATE: TG 10/04 DRAWN BY: JRA DATE: 12/21/04 REVISED BY: DATE: SLID q/8/06 LATERAL BY: DATE: MM 11/21/04 LATERAL JOB NUMBER: 04-1025 ANW JOB NUMBER: 060112 LATERAL RESTRA I NT HARDNARE SYMSQL WITH FEDERAL STATUTES. REPRODUCTION BY ANY 044111 METHOD OF ALL PORTIONS THESE °LANs OR VARIATIONS THEREOF WRITTEN WITHQUT WRITTEN PERIadISS10 FROM ARCHITECTS NORTHWEST, INC. IS STRICTLY PROHIBITED. THESE DRAWINGS AND PLANS SET ` -;4, ' FORTH ON THIS SHEET AS INSTRUMENTS OF SERVICE A ' ' IF W' •HINGTON ARE, AND SHALL REMAIN, THE PROPERTY OF ARCHITECTS NORTHWEST, INC. CVC;1/19e2 SIMPSON MST48 (12) TOTAL. INSTALL PER DETAILS 10,11 ON PAGE 3 OR WRAP TO FRAMING BELOW. 1 IIW 1 DESIGNED BY: DATE: TG 10/04 DRAWN BY: DATE: JRA 12/21 REVISED BY: DATE: BLH x/8/06 LATERAL BY: DATE: MM 11/21/04 LATERAL JOB NUMBER: 04 -1025 ANW JOB NUMBER: 060112 LATERAL RESTRA I NT HARDNARE SYMSQL • 17I01-DOWN TYPE AND AMOUNTS SIMPSON MST48 (12) TOTAL. INSTALL PER DETAILS 10,11 ON PAGE 3 OR WRAP TO FRAMING BELOW. P.P. @ Q' -1" A.M.P. w/ 6:I2 PITCH, 6" 0 -H. S RAKE w/ E.J. @ 24" O.G. SEAM SCHEPULE PLAN VIEW DESCRIPTION DROPPED BEAM DESIGNATED ON FLOOR PLANS. DROPPED BEAM DESIGNATED ON FRAMING PLANS. FLUSH AND TOP FLUSH BEAM DESIGNATED ON FRAMING PLANS. UPSET SEAM DESIGNATED ON FRAMING PLANS. ID UPPER ® 18' -0" A. 28' -0" SCALE: 1 /S" = 1' -0" 1 16' -0" STUB SCISSOR TRUSS 'A 16' -O" 1..011 STUB SCISSOR TRUSS '5' SCALE: I/8" = I' -O" 6' -0" j NOTE: NO VAULT MSTR @ S I M. SECTION. 16' -0" FLR. M.F. TYP. GABLE ENDS 1' -O" RAKE 1 RAKE UPPER FLR. 18' -0" A.M.F. D.S. BOO SCALE: 1/4" = 1' -0 0 RA ROOF FRAMING NOTES: COMMON TRUSS COMMON TRUSS STRUCT. GABLE END TRUSS PROVIDE MIN. 22 "x3O" ATTIC ACCESS INSULATE $ WEATHER STRIP 2 ° 2SKYLIGHT v4/ LAM. GLASS 2:12 CRICKET M (2) LAYERS OF 1511v. FELT TRUSS HANGERS TO TOWER WALL GIRDER TRUSS:. acv , ,... x � . • COMMON TRU55 I. CONTRACTOR SHALL VERIFY AL.L NOTES, DIMENSIONS CONDITIONS PRIOR TO CONSTRUCTION. 2. ALL BEAMS $ HEADERS TO BE 4x10 DF #2 @ 2x4 WALLS 6x8 DF *2 OR 4x10 DF #2 2x6 WALLS, U.M.O. 5. PROVIDE VENTED BLOCKING OVER SUPPORTS. P 4. SEARING WALLS ARE SHADED. 5. WINDOW HEADERS ® S' -D" ASOVE FINISHED FLOOR @ MAIN FLOOR, U.N.O. WINDOW HEADERS 6'--10" ASOVE FINISHED FLOOR @ UPPER FLOOR, U.N.O. 1/2" G.DX OR O.S.S. .S. SHEATHING, STAGGER JOINTS, TYPICAL 6x12 DF *2 TOP G' -I I " A.M.F. CANT'L SEAMS 3' -0" D.S. TYP. c� GABLE ENDS FE ca UPP1=R FLR. ® iv-o" A.M.F. 1' -0" O.H. T. @ UPPER FLR. 18' -0" A.M.F. LINE OF CONT. METAL GUTTER LINE OF 2x8 FASCIA BOARD 2x8 RAFTERS 24" O.G. D.S. 0 0 z z w w Cfi 2' -0" 0.H. TYP. ® EAVES 6. ALL TRUSSES * SHALL GARRY MANUFACTURER'S STAMP * SHALL BE INSTALLED BRACED TO MANUFACTURER'S SPECIFICATIONS * SHALL HAVE DESIGN DETAILS a DRAWINGS ON SITE FOR FRAMING INSPECTION * SHALL NOT BE FIELD ALTERED WITHOUT PRIOR BUILDING DEPARTMENT APPROVAL OF ENGINEERING CALCULATIONS * TRUSS HANGERS SHALL BE SPECIFIED SY THE TRUSS ENGINEER - 7. ® INDICATES POINT LOAD SUPPORTED BY (2) STUDS, U.N.O. 8. INSTALL SHEAR WALLS * /OR BLOCKING IN ROOF STRUCTURE BEFORE INSTALLING FINISH ROOF ING. `I. SEE SHEET Al FOR ADDITIONAL NOTES. 10. SEE SHEET A2 FOR ROOF VENTILATION CALCULATION. 0 3' -O" 5' -0" 2x4 KNEE WALL BELOW 2 ° 4 ° SKYLIGHTS w/ LAM. GLASS CARPET sEr,Rm 2 CARPE 1 2 ° 4 ° SKYLIGHT w/ LAM. GLASS S I TT I NCB CARPET 4' -0" LINE OF INT. VAULT 2 ° 4 ° SKYL I GHTS- IIOV/ LAM. GLASS O S.D. 2 ° SKYLIGHT w/ LAM. GLASS 30 "x60" TUB /SHOWER CARrI 1 WHOLE HOUSE FAN W/ AUTO TIMER 4 MANUAL OVERRIDE BONUS VAULTD MST BEE3RM CARPET LINE OF INT. VAULT (5:12) PROVIDE MIN. 22 "x30" ATTIC. ACCESS INSULATE $ WEATHER STRIP 2 ° 4 ° SKYL1G+ -IT w/ LAM. GLASS SEPRM 4 CARPET 12' -O" TO SEL0W 0 6x8 HEADER co IR' -II" A.M.F. SEPRM 3 CARPET S ° 4 ° GAS IN/ S.G. 12 PI -3I 2 L NALL BELOW ROOF BELOW 2 3 5 5.H. 3 ( 5' -0" 4 2 ° 2 ° PIG $ 2 °49iG 20' -Q" 8' -0" EGRESS 10 q (2)3 ° S.H. 0 t4 O 9 O ( V 9 N < ry Q r m 9 c0 0 el 2 tfi 12' -0" UPPER SCAL F: 1/4" = I' -O" FLOOR PLAN NOTES: 6' -D" 12' -0" 6' -0" L00R PLR I. CONTRACTOR SHALL VERIFY ALL NOTES, DIMENSIONS $ CONDITIONS PRIOR TO CONSTRUCTION. 2. WINDOWS $ DOORS ARE SHOWN r NOTED AS NOMINAL SIZES. 5. EXTERIOR WALLS TO BE 2x6 STUDS @ 16" D.G. U.N.O. 4. ® INDICATES POINT LOAD SUPPORTED $Y (2) STUDS, U.N.O. 5. SMOKE DETEGTDRS: ' SHALL BE 110 V INTERCONNECTED W/ BATTERY BACKUP * SHALL SE INSTALLED ON EACH FLOOR AND IN ALL BEDROOMS * SHALL BE INSTALLED IN EACH LOCATION WHERE THERE 15 A CEILING CHANGE GREATER THAN 24" 6. PROVIDE STAIRWAY ILLUMINATION PER I.R.G. 8303.6 1. SEE SHEET I FOR ADDITIONAL NOTES. 8. SEE SHEET 2 FOR VENTILATION SCHEDULE. q. SEE SHEET 6 FOR THE SHEAR WALL SCHEDULE. 12' -0" SCALE: 1/4" = 1' -0" (5)2 ° 2 ° PIG / i 1 / 0 8 5046 0 a N RECEIVE CITY OETLJKt MAY 1 1 70C ERMITCEN1 UPPER TOY'IER N I NDOVlS • VILA 7 ER WINDOWS BEYOND 16 "x30" GABLE END VENT 2x8 TRIM 2x10 TRIM 2:12 CRICKET BEYOND LE SCALE: I /4" = 1' -0" LINE OF INT. VAULT (3:12) 6x8 HEADER =marl MI rico sow low Ow i. :— I•4• 11111 Ell I En =El EN IMMIKEIN O ■:m cm = T 12 ELEVATIO RICA SCALE: I /4" = 1' -0" 2:12 CRICKET w/ (2) LAYERS OF I5Ib FELT fi 12 LEVATION ELEVATION NOTES: VERIFY SHEAR WALL NAILING 4 HOLDOWNS PER PLAN PRIOR TO INSTALLING ING. 2. MASONRY $ WOOD FRAME CHIMNEYS ARE TO BE CONSTRUCTED PER I.R.G. CHAPTER 10 3. CAULK ALL EXTERIOR JOINTS 4 PENETRATIONS. 4. PROVIDE APPROVED CORROSION RESISTANT FLASHING AT EXTERIOR WALL ENVELOPE PER I.R.G. R103.8 5. PROVIDE FLASHING AT ROOF PENETRATIONS PER I.R.G. R103.2 4 R405.2.1 6. 1. 10. 3E0TONER 2x5 TRIM hill /1:1- =Et �. ►_,!. _ �.■o■ � .� � _ - — ,i ; 7 = � ■_m — _— -- rr � --._�.�_ 4:12 H ■INN — 1:=o— lrar1rr111=!. 12 po�po�p ..:a.rw �, = m 1m�= �n ild� f M R1amm� r - El EMU. ia■l■1 w off; C 11 1 ol �� a im of �v� 0 Dal sal O o- ■r_I ■r a -■•__I �:a - __ . _i_�_— Qlf�: ■...ww..wir...nw =I= w Imo. 1x4 TRIM 0 12" O.G. OVER ROUGH SAWN PLYWOOD fE ® UPPER 2x6 WINDOW TRIM TYP. @ FRONT 2x8 WINDOW TRIM TYP. 0 TOP $ B0T. TYP. @ FRONT 2x8 DOOR TRIM 2x6 CORNER TRIM TYP. @ FRONT 6" LAP SIDING 1x8 TRIM 6x6 POST INSIDE TAPERED COLUMN TYP. ® PORCH 16" BASE 12" TOP MAIN FLOOR \ '$ d N HIGH RIDGE MAIN FLOOR Pc( G PROVIDE WEATHER STRIPPING AT ALL EXTERIOR 4 GARAGE - INTERIOR DOORS. PROVIDE CONTINUOUS GUTTERS $ DOWNSPOUTS @ ALL EAVES, TYP. ADDRESS OR HOUSE NUMBER TO BE POSTED AND PLAINLY VISIBLE FROM THE STREET FRONTAGE. PROVIDE STAIRWAY ILLUMINATION PER I.R.G. 8303.6 SEE SHEET I FOR ADDITIONAL NOTES. 2x4 WINDOW TRIM. TYP. O SIDES $ REAR 2x4 CORNER TRIM TYP. c SIDES $ REAR 1x4 TRIM OVER 2x12 BARGE BOARD TYP. ® GABLE ENDS et RAKES 12 1=RONT SCALE: 1/4" = 1' -0" T SCALE: 1/4" = 1' -0" : 12 1 2:12 CRICKET w/ (2) LAYERS OF ISIb FELT -- 2 ° 2 ° SKYLIGHT vv/ LAM. GLASS EVATQN 12 S.G. 2 ° 4 ° SKYL I GHTS T N/ LAM. GLASS i 12 ADHERED LIGHTWEIGHT STONE VENEER (LEDGESTONE) Dtrtfb 1-2 ° 4 ° SKYL I GHTS / LAM. GLASS/ 6:12 2x12 2x10 TRIM TRIM REAR ELEVATIO\ GOMPOSITI ON SHINGLES TYP. CRICKET BEYOND 2 ° 4 ° SKYLIGHTS vg/ LAM. GLASS 2x10 TRIM . S.G. 12 / 1 1 / 0 GONT. METAL GUTTER OVER 2x8 FASCIA F . c PORCH RED WED FOR CODE COMPLIANCE APPROVED MAY :31 2001 1 4 "1 .u... - - -- BUIL I DING DMSI01 RECEIVED CITY OF TUKWILI MAY 1 1 ?tr1 PIER6VIITCENTER 1 W WINDOWS BEYOND 16 "x30" GABLE END VENT 2x8 TRIM 2x10 TRIM 2:12 CRICKET BEYOND LE SCALE: I /4" = 1' -0" LINE OF INT. VAULT (3:12) 6x8 HEADER =marl MI rico sow low Ow i. :— I•4• 11111 Ell I En =El EN IMMIKEIN O ■:m cm = T 12 ELEVATIO RICA SCALE: I /4" = 1' -0" 2:12 CRICKET w/ (2) LAYERS OF I5Ib FELT fi 12 LEVATION ELEVATION NOTES: VERIFY SHEAR WALL NAILING 4 HOLDOWNS PER PLAN PRIOR TO INSTALLING ING. 2. MASONRY $ WOOD FRAME CHIMNEYS ARE TO BE CONSTRUCTED PER I.R.G. CHAPTER 10 3. CAULK ALL EXTERIOR JOINTS 4 PENETRATIONS. 4. PROVIDE APPROVED CORROSION RESISTANT FLASHING AT EXTERIOR WALL ENVELOPE PER I.R.G. R103.8 5. PROVIDE FLASHING AT ROOF PENETRATIONS PER I.R.G. R103.2 4 R405.2.1 6. 1. 10. 3E0TONER 2x5 TRIM hill /1:1- =Et �. ►_,!. _ �.■o■ � .� � _ - — ,i ; 7 = � ■_m — _— -- rr � --._�.�_ 4:12 H ■INN — 1:=o— lrar1rr111=!. 12 po�po�p ..:a.rw �, = m 1m�= �n ild� f M R1amm� r - El EMU. ia■l■1 w off; C 11 1 ol �� a im of �v� 0 Dal sal O o- ■r_I ■r a -■•__I �:a - __ . _i_�_— Qlf�: ■...ww..wir...nw =I= w Imo. 1x4 TRIM 0 12" O.G. OVER ROUGH SAWN PLYWOOD fE ® UPPER 2x6 WINDOW TRIM TYP. @ FRONT 2x8 WINDOW TRIM TYP. 0 TOP $ B0T. TYP. @ FRONT 2x8 DOOR TRIM 2x6 CORNER TRIM TYP. @ FRONT 6" LAP SIDING 1x8 TRIM 6x6 POST INSIDE TAPERED COLUMN TYP. ® PORCH 16" BASE 12" TOP MAIN FLOOR \ '$ d N HIGH RIDGE MAIN FLOOR Pc( G PROVIDE WEATHER STRIPPING AT ALL EXTERIOR 4 GARAGE - INTERIOR DOORS. PROVIDE CONTINUOUS GUTTERS $ DOWNSPOUTS @ ALL EAVES, TYP. ADDRESS OR HOUSE NUMBER TO BE POSTED AND PLAINLY VISIBLE FROM THE STREET FRONTAGE. PROVIDE STAIRWAY ILLUMINATION PER I.R.G. 8303.6 SEE SHEET I FOR ADDITIONAL NOTES. 2x4 WINDOW TRIM. TYP. O SIDES $ REAR 2x4 CORNER TRIM TYP. c SIDES $ REAR 1x4 TRIM OVER 2x12 BARGE BOARD TYP. ® GABLE ENDS et RAKES 12 1=RONT SCALE: 1/4" = 1' -0" T SCALE: 1/4" = 1' -0" : 12 1 2:12 CRICKET w/ (2) LAYERS OF ISIb FELT -- 2 ° 2 ° SKYLIGHT vv/ LAM. GLASS EVATQN 12 S.G. 2 ° 4 ° SKYL I GHTS T N/ LAM. GLASS i 12 ADHERED LIGHTWEIGHT STONE VENEER (LEDGESTONE) Dtrtfb 1-2 ° 4 ° SKYL I GHTS / LAM. GLASS/ 6:12 2x12 2x10 TRIM TRIM REAR ELEVATIO\ GOMPOSITI ON SHINGLES TYP. CRICKET BEYOND 2 ° 4 ° SKYLIGHTS vg/ LAM. GLASS 2x10 TRIM . S.G. 12 / 1 1 / 0 GONT. METAL GUTTER OVER 2x8 FASCIA F . c PORCH RED WED FOR CODE COMPLIANCE APPROVED MAY :31 2001 1 4 "1 .u... - - -- BUIL I DING DMSI01 RECEIVED CITY OF TUKWILI MAY 1 1 ?tr1 PIER6VIITCENTER 1 1- i ry i, i ► t► t t ► i. i► i ►1 ► t► t. t► i► t 1 1 ,11 • 1 0 1 1 / 1 1, 4 1P IIPINI IIWIP . 001, 011111 1161154 0 l'••• ATTIC 5RIE/STAIRYELL • ,PL/ •3/4" T. QVR 2. • • •BE/ 'PLC OVEN �' r✓ 101 s wa.m i s t 1 POSTS BE , � , r IAll r ► I FA,} ��ti��l; iiC7�Q Vii �it�i�? �iV> \� "St "\� \� \ \ti3 i '�� 1 V. 1 .* • CRICKET BEYOND BEAM PER PLAN BEAM PER PLAN • @ MAIN MAIN FLOOR N in HIGH RIDGE iE @ TOWER CONTINUOUS GUTTER b OVER 2x8 FASCIA UPPER 2x6 STUDS 16" O.G. W/ R -21 INSULATION TYPICAL SUBFLOOR @ MAIN ADHERED LIGHTWEIGHT STONE VENEER (LEDGESTONE) MAIN FLOOR INSULATION BAFFLE VENTED BLOCKING 12 SCALE: 1/4" = SOFFIT EAVES @ TOWER ELM )1N& SECJ 'A' • MANUFACTURED TRUSSES 24" O.G. R--S INSULATION TYP. @ FLAT CEILINGS 1111111 EMU 4-W./WAY /!/f _ .... , ... • �! /irlf j✓t• 4 . / \ / \li / tr�/r\ /rt/ li \Ji� mi l"\% .e >. \�I�j > '1� \i \ �� \,' \� \ t �1 \� 1� \�� \w• . T.I \"N`\�'\� \` � �' \� \` ..' _ ti v � NPA "•. IIJ NViV1y • . PINING • . ■I l:: ' 5/4" T 4 G. PLYWOOD ■ • OVER 2x10 FLOOR JOISTS W/ R -50 INSULATION ►r - i __ r _' t ♦ ' ♦' Ii .. 1t �,'� �� �1'C =t r� r= ► i= 11 ! �' fI ' 11 �1' it 1� f �1 r1' �t i `;1 ! `fit ! ��' I• ti 2 ��ill ���ll it�til i; til i! ���I�ti_ �1► ti��► j�2 ��ri_ ��, ��I�til� ►�i_,C����Ci7.��i1�i�2,�s�.' icy! i1; �i��, �i _��ti��,�i��,�i1�ti��t��.ti��l `•' 11 r.-.. LINE OF SLOPED CEILING SUBFLOOR @ MAIN 12 2:I2 CRICKET ra/ 6 0 (2) LAYERS OF 15Ib FELT HIGH RIDGE UPPER 2x6 STUDS Irk" O.G. W/ R -21 INSULATION TYPICAL MAIN FLOOR 5U1 SCALE: 1/4" = 1 2 ° 4 ° SKYLIGHT W/ LAM. GLASS POSTS BEAMS PER PLAN 2 ° 4 ° SKYLIGHT W/ LAM. GLASS 6 MIL (BLACK) V.B. 1:7INO SEC/TION '5' R--50 INSULATION TYP. VAULTED CEILINGS COMPOSITION SHINGLE - S OVER 15Ib FELT OVER t2" GDX OR O.S.B. OVER ROOF FRAMING MEMBERS PER PLAN LINE OF CONTINUOUS FOOTING UPPER FINISH PER ELEVATION OVER 15Ib FELT OVER %" GDx OR 0.S$. SUBFLOOR --REVIEWED- FOR CODE COMPLIANCE APPR MY 3 2gi FINISH PER ELEVATION OVER 15Ib FELT OVER 1 " GDX OR O.S.B. City Of -Tukwila BUILDING DIVISION T 1 i-- o UI+ �za 5h-v 5 N U F :a :ma F2NF IF - Q F_ = a 0 , 2w ❑Fa w N" - Z <u N L� W 1- 0 Z w�� � az f wrj O z UN_ ,,, „ w� tn ,, z iz '-''zz } �Uw��� Q�Wv 8 �ZWhT §i*li cf) w O v N PL, v z O N w w DESIGNED BY: TO DRAWN BY: JRA 12/21/0 REVISED BY: �LH LATERAL BY: DATE MM 11/21/04 LATERAL JOB NUMBER: 04 -1025 8 tin uJ 0 U z cn w 1 U a ce o oo 0 w 1-v 0 3 vt cy co wCVm NI 1 \.0 z DATE 10/04 DATE: DATE 4 /8/06 O u7 ANW JOB NUMBER; 060112 1 1 / 0 6 5046 RECEIVED CITY OF TUKWILA MAY 1 1 7007 PERMIT CENTER INC FON