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HomeMy WebLinkAboutPermit D07-441 - POWELL HOMES - LOT TK6POWELL HOMES, LOT TK-6 5724 PAMELA DR S D07 -441 Parcel No.: 7344000040 Address: 5724 PAMELA DR S TUKW Suite No: Tenant: Name: POWELL HOMES LOT TK6 Address: 5724 PAMELA DR S , TUKWILA WA Owner: Name: POWELL BUILDERS INC Address: PO BOX 98309 , DES MOINES WA 98198 Phone: Contact Person: Name: TODD POWELL Address: P 0 BOX 98309 , DES MOINES WA 98198 Phone: 206 - 423 -2256 Contractor: Name: POWELL BUILDERS INC Address: PO BOX 98309 , DES MOINES WA 98198 Phone: 206 -824 -8001 Contractor License No: POWELBI949KD DESCRIPTION OF WORK: NEW 2078 SQ FT SINGLE FAMILY RESIDENCE WITH 675 SQ FT ATTACHED GARAGE PUBLIC WORKS ACTIVITIES INCLUDE: TESC, LAND ALTERING, DRIVEWAY ACCESS, WATER SERVICE LINE & WATER MTrrrat, SANITARY SIDE SEWER, UNDERGROUNDING OF POWER, AND STREET USE FOR DRIVEWAY CONSTRUCTION WITHIN PUBLIC RIGHT - OF - WAY. Value of Construction: Type of Fire Protection: Type of Construction: $222,303.47 V -B Cityf 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 DEVELOPMENT PERMIT * *continued on next page ** Permit Number: D07 - 441 Issue Date: 02/27/2008 Permit Expires On: 08/25/2008 Expiration Date: 05/04/2008 Fees Collected: $35,512.59 International Building Code Edition: 2006 Occupancy per IBC: 22 doc: IBC-10/06 007 -441 Printed: 02 -27 -2008 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: Y Permit Center Authorized Signature: City oTukwila 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 Fire Loop Hydrant: N Number: 0 Size (Inches): 0 Flood Control Zone: N Hauling: N Start Time: End Time: Land Altering: Y Volumes: Cut 20 c.y. Fill SO c.y. Landscape Irrigation: N Moving Oversize Load: N Start Time: End Time: Sanitary Side Sewer: Y Sewer Main Extension: N Private: Public: Storm Drainage: Y Street Use: Y Profit: N Non - Profit: N Water Main Extension: N Private: Public: Water Meter: Y Permit Number: D07 -441 Issue Date: 02/27/2008 Permit Expires On: 08/25/2008 Date: -1 --O 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 the performance of work. I am authorized to sign and obtain this development permit. Signatur '— Date: eY -' 277 Print Name: ` -25^v k (1 2 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 D07 -441 Printed: 02 -27 -2008 Parcel No.: 7344000040 Address: Suite No: Tenant: 5724 PAMELA DR S TUICW POWELL HOMES LOT TK6 1: ** *BUILDING 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 PERMIT CONDITIONS Permit Number: Status: Applied Date: Issue Date: D07 -441 ISSUED 11/30/2007 02/27/2008 2: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the Building Official. 3: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431 - 3670). 4: All permits, inspection records, and approved plans shall be at the job site and available to the inspectors prior to start of any construction. These documents shall be maintained and made available until final inspection approval is granted. 5: All construction shall be done in conformance with the approved plans and the requirements of the International Building Code or International Residential Code, International Mechanical Code, Washington State Energy Code. 6: All wood to remain in placed concrete shall be treated wood. 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: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 9: 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. 10: 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. 11: 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. 12: 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. 13: 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. 14: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the Cityof Tukwila Permit Center. 15: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206 - 431 - 3670). doc: Cond -10/06 D07 -441 Printed: 02 -27 -2008 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: 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. 17: ** *PUBLIC WORKS DEPARTMENT CONDITIONS * ** 18: 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. 19: Work affecting traffic flows shall be closely coordinated with the Public Works Project Inspector. Traffic Control Plans shall be submitted to the Inspector for prior approval. 20: The City of Tukwila has an undergrounding ordinance requiring the power, telecommunications, and cable service lines be underground from the point of connection on the pole to the house. 21: Flagging, signing and coning shall be in accordance with MUTCD for Traffic Control. Contractor shall provide certified flagmen for traffic control. Sweep or otherwise clean streets to the satisfaction of Public Works (No flushing allowed). Notify City Inspector before 12:00 Noon on Friday preceding any weekend work. 22: Any material spilled onto any street shall be cleaned up immediately. 23: A copy of the Certificate of Insurance Coverage (minimum of $2,000,000 naming the City of Tukwila as additionally insured). 24: A bond in the amount of 150% x cost of work within the Public right -of -way, made out to the City of Tukwila for possible property damages caused by activities. 25: Owner / Appicant shall pay entire amount of the King County Sewer Capacity Charge, prior to Public Works final for this Building Permit. 26: OWNER/APPLICANT SHALL SIGN A HOLD HARMLESS AGREEMENT, SIGNED BY NOTARY, FOR WORK WITHIN THE PUBLIC RIGHT -OF -WAY. 27: 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. 28: The Land Altering Permit Fee is based upon an estimated 20 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. 29: 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. 30: Driveways shall comply with City residential standards. Driveway width shall be a 10' minimum and 20' maximum. 30' maximum for 3 car garage. Slope shall be a maximum of 15 %. Turning radii shall be a minimum of 5'. 31: Prior to start of foundation work, Owner /Applicant shall complete and provide to Public Works an Elevation Certificate. 32: ** *FIRE DEPARTMENT CONDITIONS * ** doc: Cond -10/06 007 -441 Printed: 02 -27 -2008 33: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 34: 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) 35: Adequate ground ladder access to rescue windows shall be provided. 36: Maximum grade for all projects is 15 %. 37: 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) 38: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 39: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 -4407. doc: Cond -10/06 laie 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 * *continued on next page ** 007 -441 Printed: 02 -27 -2008 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 I hereby certify that I have read these conditions and will comply with them as outlined. All provisions of law and 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 construction or the performance of work. Signatur - : Print Name: doc: Cond -10/06 C07 -441 Date: D74Z'7 /d£S ordinances governing or local laws regulating Printed: 02 -27 -2008 Parcel No.: 7344000040 Address: 5724 PAMELA DR S TUKW Suite No: Applicant: POWELL HOMES LOT TK6 TOTAL WATER FEES: $5,897.00 doc: WTRMTR City of Tukwila Department of Works 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-433-0179 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us WATER METER INFORMATION Permit Number: D07 - 441 Issue Date: 02/27/2008 Permit Expires On: 08/25/2008 DESCRIPTION OF WORK: NEW 2078 SQ FT SINGLE FAMILY RESIDENCE WITH 675 SQ FT ATTACHED GARAGE PUBLIC WORKS ACTIVITIES INCLUDE: TESC, LAND ALTERING, DRIVEWAY ACCESS, WATER SERVICE LINE & WATER METER, SANITARY SIDE SEWER, UNDERGROUNDING OF POWER, AND STREET USE FOR DRIVEWAY CONSTRUCTION WITHIN PUBLIC RIGHT -OF -WAY. METER #1 METER #2 METER #3 Water Meter Size: 0.75 0 0 Quantity: 1 0 0 Water Meter Type: PERM Work Order Number: 5204k07 Connection Charge: Y $60.00 $0.00 $0.00 Installation: Y $490.00 $0.00 $0.00 Additional Install Deposit: $0.00 $0.00 $0.00 Plan Check Fee: Y $10.00 $0.00 $0.00 Inspection Fee: Y $15.00 $0.00 $0.00 Turn On Fee: Y $25.00 $0.00 $0.00 Subtotal: $600.00 $0.00 $0.00 Cascade Water Alliance (RCFC): Y $5,297.00 $0.00 $0.00 D07 -441 Printed: 03-06 -2008 SITE LOCATION Site Address: 57Xx ALA S Tenant Name: N1/r ?Wit (A OCAAAV> "t & 1p Property Owners Name: FENw t01 Mailing Address: Fh Sax 9 City CONTACT PERSON - who do we contact when your permit is ready to be issued Name: . 7 - 03:::/i> -. t✓ �� ..L-- Mailing Address: PP l3ox 4 S 9 E -Mail Address:1 P COM Fax Number: (7OG) 07.4 — 9060 GENERAL CONTRACTOR INFORMATION - (Contractor Information for Mechanical (pg 4) for Plumbing and Gas Piping (pg 5)) Company Name: Fbtvew rit; tic- Mailing Address: FP, Sp)c. 9$309 PfO / Contact Person: rPt 4 L-1 - E -Mail Address' VOo MOM eS• GOH Contractor Registration Number: PO t.J i t— of 9 19 S ARCHITECT OF RECORD - All plans must be wet stamped by Architect of Record Company Name:' f - All/D Af n om/ 4At Mailing Address: 97.O Di4)r'1'D,sJ ST '+W (c =IDMeit/D s 981570) City State Zip Day Telephone:(I 77/e- Ip7Co E -Mail Address: Fax Number:(t2 7 7 — 6 7 & C . . Contact Person: C,41rHy / ENGINEER OF RECORD - All plans must be wet stamped by Engineer of Record Mailing Address: `-7\ ;t> Company Name: CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.ci.tukwila.wa.us City Contact Person: Day Telephone: E -Mail Address: Fax Number: Q:Wpplications\Forms- Applications On Line\3 -2006 - Permit Application.doc Revised: 9-2006 bh Building Permit No. On - M L1 1 Mechanical Permit No. 1 7 - 2.6 2. Plumbing/Gas Permit No. T6 0 - 313 Public Works Permit //�� Project No. FO (For office use only) Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. * *Please Print ** King Co Assessor's Tax No.: an / WOO y0 Suite Number: Floor: New Tenant: ❑ Yes ❑..No Day Telephone: (' %o) 1 12 5- 7256 City City State State Zip ass 0-40/Men:. u}A 9'2:498 State Zip Girt 40198 State Zip Day Telephone: 425 - 2.2-'$ Fax Number: (ZOb) e7,-11 Expiration Date: (7 /D 4 / /on, Zip Page 1 of 6 BUILDING PERMIT INFORMATION - 206- 431 -3670 Valuation of Project (contractor's bid price): $ /ti'5. 6ma Existing Building Valuation: $ Scope of Work (please provide detailed information): Go ist 6T'P -u CT" 5i,./& -'E M 1 t.Y P-12g. O awl Gz- u. A:17 C}- e-i1 67/ Will there be new rack storage? ❑ Yes Provide All Building Areas in Square Footage Below 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) rz.6 Co *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 I& None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes ❑ 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:Npplications\Fonns- Applications On Line 3 -2006 - Permit Application.doc Revised: 9 - 2006 bh a. No If yes, a separate permit and plan submittal will be required. Page 2 of 6 Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC 1" Floor e!:. —2 -- 2n° Floor 3` Floor Floors thru Basement Accessory Structure* ,.,---. Attached Garage (07 5 Detached Garage ' Attached Carport .r- Detached Carport Covered Deck Uncovered Deck BUILDING PERMIT INFORMATION - 206- 431 -3670 Valuation of Project (contractor's bid price): $ /ti'5. 6ma Existing Building Valuation: $ Scope of Work (please provide detailed information): Go ist 6T'P -u CT" 5i,./& -'E M 1 t.Y P-12g. O awl Gz- u. A:17 C}- e-i1 67/ Will there be new rack storage? ❑ Yes Provide All Building Areas in Square Footage Below 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) rz.6 Co *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 I& None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes ❑ 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:Npplications\Fonns- Applications On Line 3 -2006 - Permit Application.doc Revised: 9 - 2006 bh a. No If yes, a separate permit and plan submittal will be required. Page 2 of 6 PUBLIC WORKS PERMIT INFORMATION — 206- 433 -0179 Scope of Work (please provide detailed information): e,tiy" LGT 1-0 JJG7 p74. 1 L4 1 - Es (New) $ he Please refer to Public Works Bulletin #1 for fees and estimate sheet. :Wper District Tukwila ❑... Water District #125 ❑ ...Water Availability Provided e r District Tukwila ❑ ... ValVue ❑ .. Renton ❑ ...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. _SiVnitted with Application (mark boxes which applv): ...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 - No Disturbance Tr Construction/Excavation/Fill - Right -of -way ✓ Non Right -of -way ✓ L�...Tota1 Cut 2. O cubic yards Total Fill 50 cubic yards `.Sanitary Side Sewer ❑ ...Cap or Remove Utilities ❑ ..Frontage Improvements ..Traffic Control ❑ ...Backflow Prevention - Fire Protection Irrigation Domestic Water `.Permanent Water Meter Size... Sly " ❑ ...Temporary Water Meter Size .. " ❑ ...Water Only Meter Size ❑ ...Sewer Main Extension Public ❑ ...Water Main Extension Public If Q: Applications\Forms- Applications On Line 3 -2006 - Permit Application.doc Revised: 9 -2006 bh Call before you Dig: 1- 800 - 424 -5555 ❑ .. Abandon Septic Tank ❑ . Curb Cut Pavement Cut ❑ .. Looped Fire Line , ❑ .. Highline wo# 52.0¢ jc d7 wo # wo # Private Private ❑ .. Geotechnical Report ❑ .. Maintenance Agreement(s) ❑ Work in Flood Zone Storm Drainage ❑ .. Renton ❑ .. Seattle ❑ ...Traffic Impact Analysis ❑ ...Hold Harmless - (SAO) ❑ ...Hold Hannless - (ROW) ❑ .. Right -of -way Use - Profit for less than 72 hours ❑ .. Right -of -way Use - Potential Disturbance ❑ .. Grease Interceptor ❑ 7 .c hannelization Trench Excavation Utility Undergrounding ❑...Deduct Water Meter Size " FINANCE INFORMATION Fire Line Size at Property Line ❑ ...Water ❑ ...Sewer Monthlv Service Billing to: Name: POW 12>%..11 Mailing Address: PD 9'031V-9 Water Meter Refund/Billing: Name: Mailing Address: Number of Public Fire Hydrant(s) ❑ ...Sewage Treatment VMS MD /nfeS City Day Telephone: (7&) 87 1 newt, / wA. State fa M Zip Day Telephone: City State Zip Page 3 of 6 Unit Type: Qty Unit Type: Qty Unit Type: Qty Boiler /Compressor: 0 -3 HP /100,000 BTU Qty Fumace<100K BTU 1 Air Handling Unit >10,000 Fire Damper Furnace>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 Repair or Addition to . Heat/Refrig/Cooling System Incinerator - Domestic Other Mechanical Equipment Air Handling Unit <10,000 CFM Incinerator — Comm/Ind r MECHANICAL PERMIT INFORMATION - 206 - 431 -3670 MECHANICAL CONTRACTOR INFORMATION Company Name: GI SI T AV TA- Mailing Address: 202- A. t4gt,ri. J 14.1 Sr 8' ArOPPJR14( /AA 4606 Cit Contact Person: 1 - 01 , — t. t...t2N M I N Ca f tNt E -Mail Address: Fax Number: (?-6! 852.- Z ZS L Contractor Registration Number: Expiration Date: Valuation of Mechanical work (contractor's bid price): $ '" Scope of Work (please provide detailed information): f'ROtlt /N NTe'Esla/tc'Te'', F012-e.E r 4 -i fL t - 11T!!.9 SYt! T tcP✓l Use: Residential: New ... Replacement .... ❑ Commercial: New .... ❑ Replacement .... ❑ Fuel Type: Electric ❑ Gas.... Other: Indicate type of mechanical work being installed and the quantity below: Q: UpplicationsTonms- Applications On Line\3 -2006 - Permit Applicauon.doc Revised: 9 -2006 bh State Zip Day Telephone:esS3) t• S' -- 747 Sf Page 4 of 6 Fixture Type: Qty Fixture Type: Qty Fixture Type: Qty Fixture Type: Qty Bathtub or combination bath/shower 3 Drinking fountain or water cooler (per head) Wash fountain Gas piping outlets Z Bidet Food -waste grinder, commercial Receptor, indirect waste Clothes washer, domestic 1 Floor drain Sinks « Dental unit, cuspidor Shower, single head trap Urinals Dishwasher, domestic, with independent drain 1 Lavatory 3 Water Closet Building sewer or trailer park sewer Rain water system — per drain (inside building) Water heater and/or vent ' Additional medical gas inlets/outlets — six or more Industrial waste pretreatment interceptor, including its trap and vent, except for kitchen type grease interceptors Repair or alteration of water piping and/or water treating equipment Repair or alteration of drainage or vent piping Medical gas piping system serving one to five inlets/outlets for specific gas • Contact Person: G P Q-1..1 PLUMBING AND GAS PIPING CONTRACTOR INFORMATION Company Name: MT's PI -vmew r✓ bt Mailing Address: P/) P,c a5 1 '7 Mail Address: trT54"1- 01AINn,/Z-7Q UI- i94.17.-101 • /./ C�' Contractor Registration Number: City Building Use (per Int'l Building Code): s1 fe L E 414 ii r a.4=st rJ aii.tG Occupancy (per Int'1 Building Code): Utility Purveyor: Water: -1 wi QAApplications\Fotms- Applications On Line\3 -2006 - Permit Application.doc Revised: 9-2006 bh PLUMBING AND GAS PIPING PERMIT INFORMATION - 206- 431 -3670 PA) BL/P4 wqk State Day Telephone: 6: 52,) S 33 Fax Number: (7...)4;3N3 Expiration Date: Valuation of Plumbing work (contractor's bid price): $ tilt 7 O d Valuation of Gas Piping work (contractor's bid price): $ 2, dc"c= Scope of Work (please provide detailed information): pia-vo 4= f""Wri Si sa6. 1 .tpen- P -c a P soe. P1 P _ Sewer: --_).C-4A..% t_. Indicate type of plumbing fixtures and/or gas piping outlets being installed and the quantity below: Page 5 of 6 PERMIT APPLICATION NOTES — Applicable to all permits in this application Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review —Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. 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'O BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER OR AUTHORIZED AGENT: Signature: Print Name:. (a 't'4 4q.94 �L 3 Mailing Address: B.Ox 4 Date Application Expires: S -30 -00 Date Application Accepted: l 1-30 Q: Applications \Fonns- Applications On Line\3 -2006 - Permit Application.doc Revised 9 - 2006 bh City Date: id I Day Telephone: ( LOG.) 6714 — &c-vf es _ ' 8/9' State Staff Initials: Zip cmK 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 EST ATE PLAN REVIEW AND APPROVAL FEES D E WITH APPLICATION PW may adjust estimated fees 5. Enter total excavation volume P 2G Enter total fill volume S9e' PROJECT NAME TK -6 / Pamela Dr. S PERMIT # bO�' H�'j 1 .tkk ) Powat_ No04 s � 51Z4 DA) 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 1,000 Erosion prevention 500 Water /Sewer /Surface Water .157 – loon J Road/Parking/Access 000 A. Total Improvements 19,500 3. Calculate improvement -based fees: B. 2.5% of first $100,000 of A. 487.50 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) cubic yards cubic yards $ 487.50 Use the following table to estimate the grading plan review and permit fee. fill volumes. GRADING Plan Review and Permit Fees The Plan Review and Approval fees cover TWO reviews: 1) the first review associated with the submission of the application/plan and 2) a follow -up review associated with a correction letter. Each additional review, which is attributable to the Applicant's action or inaction shall be charged 25% of the Total Plan Review Fee. Approved 09.25.02 Last Revised Jan. 2006 1 $ �'`t- — (5) TOTAL PLAN REVIEW AND APPROVAL FEE DUE WITH PERMIT APPLICATSN (1 +4 +5) $ 0 iv" 5 i (4) RECEIVE' NOV 3 0 2007 �� i � r _ � F M - a - Yt -i- - 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 1S 1000 CY plus $14.50 for each additional 1,000 or fraction thereof. 10,001 - 100,000 $325.00 for the l 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 6. Permit Issuance/Inspection Fee (B +C +D) 8. GRADING Permit Review Fee Approved 09.25.02 Last Revised Jan. 2006 2 BULLETIN A2 TYPE C PERMIT FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION PW may adjust estimated fees $ 487.50 7. Pavement Mitigation Fee $ 0 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 Grading Permit Fees are calculated using the following table. Use the greater of the excavation and fill volumes from Item 5. $ 23.50 (6) (7) (8) NOV 3 0 2007 s € s CENTEI-, 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 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* 4160 D. Water Meter — Water only* E. Water Meter — Temporary* * Refer to the Water Meter Fees in Bulletin Al Total A through E OW- eb 10. ADDITION FEES Zt17 A. Water (Ordinance-77) $ S Z41 13 B. AllcntoVn Sewer (Ordinance rryi_r $ l5coo C. Ryan Hill Water (Ordinance 1777) $ D. Special Connection (TMC Title 14) $ F. T i Ivlitlga on Y $ !?� Z e G. Other Fees $ 7 SGk� 2,g'} Cp W taw AN � Tota A through G , 304 -1 (10) (6 +7 +8 +9 +10) $ U- I / 20- 0 ) DUE WHEN PERMIT IS ISSUED 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. Approved 09.25.02 Last Revised Jan. 2006 0.75" 2.5" $300 $1,000 Temporary Meter 3 (9) NOV 3 0 2007 Parcel No.: Address: Suite No: Applicant: Receipt No.: R08 -03751 Initials: LAW User ID: 1632 Payee: TRANSACTION LIST: Type Method Descriptio doe: Receipt -06 7344000040 5724 PAMELA DR S TUKW POWELL HOMES LOT TK6 POWELL BUILDERS INC Payment Check 23655 ACCOUNT ITEM LIST: Description PW PAVEMENT MITIGATION 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 3,100.00 Account Code 000/344.101 RECEIPT Amount Total: $3,100.00 Permit Number: Status: Applied Date: Issue Date: Payment Amount: $3,100.00 Payment Date: 11/13/2008 01:30 PM Balance: $0.00 Current Pmts 3,100.00 D07 -441 ISSUED 11/30/2007 02/27/2008 Printed: 11 -13 -2008 Parcel No.: 7344000040 Address: 5724 PAMELA DR S TUKW Suite No: Applicant: POWELL HOMES LOT TK6 Payee: POWELL BUILDERS ACCOUNT ITEM LIST: Description doc: Receiot -06 BUILDING - RES CASCADE WATER ALLIANCE PLAN CHECK - WATER METER PW LAND ALT PERMIT FEE PW PERMIT /INSPECTION FEE SEWER - ALLENTOWN /RYAN STATE BUILDING SURCHARGE TRAFFIC MITIGATION FEES WATER - ALLENTOWN /RYAN WATER CONNECTION WATER INSPECTION FEE WATER INSTALLATION (DEP) WATER TURN -ON FEE 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 RECEIPT Receipt No.: R08 -00547 Payment Amount: $33,418.95 Initials: WER Payment Date: 02/27/2008 11:49 AM User ID: 1655 Balance: $0.00 TRANSACTION LIST: Type Method Description Amount Payment Check 22861 33,418.95 Account Code Current Pmts 000/322.100 401/386.550 000/345.830 000/342.400 000/342.400 402/379.004 000/386.904 104.367.120 401/379.004 401/379.002 401/342.400 401/386.520 401/343.405 Permit Number: D07 - 441 Status: APPROVED Applied Date: 11/30/2007 Issue Date: 2,085.10 5,674.00 10.00 23.50 487.50 15,000.00 4.50 1,297.22 8,247.13 60.00 15.00 490.00 25.00 Total: $33,418.95 9164 02/2? 9710 TOTAL 33915.70 Printed: 02 -27 -2008 Parcel No.: 7344000040 Address: 5724 PAMELA DR S TUKW Suite No: Applicant: POWELL HOMES LOT TK6 Receipt No.: R07 -02634 Initials: WER User ID: 1655 Payee: POWELL BUILDERS INC TRANSACTION LIST: Type Method Description ACCOUNT ITEM LIST: Description doc: Receiot -06 PLAN CHECK - RES PW BASE APPLICATION FEE PW PLAN REVIEW 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 Payment Check 22560 2,093.64 Account Code Current Pmts 000/345.830 000/322.100 000/345.830 RECEIPT Total: $2,093.64 Permit Number: D07 -441 Status: PENDING Applied Date: 11/30/2007 Issue Date: Payment Amount: $2,093.64 Payment Date: 11/30/2007 01:14 PM Balance: $2,578.10 Amount 1,355.64 250.00 488.00 S525 11/30 9710 TOTAL 2199. Printed: 11 -30 -2007 Project: Type of In,s AA' , ' Addr ) 5 ' i 7 1 , A IAA- 4 k „ Date Called: Special Instructions: / Date Wanted: , H --/ "or W Requester: Phone No: ') ‘)CP -- 9 Tk.""t/A. CITY OF TUKWILA BUILDING DIVISION 0'1- 44( INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-36 Approved per applicable codes. El Corrections required prior to approval. 7 COMMENTS: 0)-- , ( 1.0 IkeA"k. 'Inspect° IDate: r 1( ' LJ $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 'Receipt No.: 'Date: 4 COMMENTS: Type of Inspection: - 1 >'�j ►4 1 4 Address: 2 c PA►1fL b Date Called: Special Instructions: Date Wa ted: ll CY 1) ) -7 -1 (471 . P.m Requester: e j r 5LI- f .) f � - -�. (n � .G ) ';�._ r 1 e -cr /Loo r --- C a, ;1 A& J z 1 3 t1 n Pr t: / kr"O LJU e \ \ 1 - 'C � Type of Inspection: - 1 >'�j ►4 1 4 Address: 2 c PA►1fL b Date Called: Special Instructions: Date Wa ted: ll CY 1) ) -7 -1 (471 . P.m Requester: Phone N 2_ ,40 3l X13 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 -370 Approved per applicable codes. (Inspector: (Date: / Ocfr, El $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Corrections required prior to approval. P07- -4 ) COMMENTS: � 4..X 4 goo/ '— Kell i S ; ,1 Ad ress: , 9 S/ inr a 2r S Date Ca ed: /I/ OAF Special Instructions: N dX -fr ret.ease & ct U. - Ser. r()taves 'REA;(1 IA i/ I/ //O)O'k Date Wanted. / / / /3krf — c Requester: /`.5 - _� Phone No � / „ 7,3o' e, 43 Ftvl — Fttil 0 — Ft v ... — c f0 U0 •f/7 t i► 0 00-6 0 1 Iv r f- - FeeS locic,4 on ( o Zr (-F a' ec,. sio(e) , ) Id X 31 = 310 (PrAut°,n A4 = I 144 Pr ' We / / /-rues -) t rap Type of In ectio w h oca Ad ress: , 9 S/ inr a 2r S Date Ca ed: /I/ OAF Special Instructions: N dX -fr ret.ease & ct U. - Ser. r()taves 'REA;(1 IA i/ I/ //O)O'k Date Wanted. / / / /3krf tA!y P.m. Requester: /`.5 - _� Phone No � / „ 7,3o' e, 43 CA LA INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 PERMIT NO. the mr k'S Approved per applicable codes. El Corrections required prior to approval. !Inspector: �5 (Date: 11 I13 / n $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. !Receipt No.: 'Date: Project: Type of Inspection: 7`Er J 2 L,_ 4 ae J Address: Si t4 PA-0-c P � 02_ S. Date Called: Special Instructions: ../ Date Wanted: —'7 i` 1 ? U�' P.m. Requester: Phone No: Zo(, - , 130 — 113 Do -441 ' INSPECTION RECORD Retain a copy with permit INSPECT( N NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION tL 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3 pproved per applicable codes. Corrections required prior to approval. COMMENTS: f Inspeqor: (Date: 7 `` n $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. (Receipt No.: 'Date: Proje A p„,f Type of In$pe pn. Address: Date Called: Special Instructions: Date Wanted: _ & — 26` 1.71 Requester: P5edy -7.30 - 5 3 f' INSPECTION NO. INSPECTION RECORD Retain a copy with permit !)d 7-W/ PERMIT NO. CITY OF TUKWILA BUILDING DIVISION le 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206 )431 3 Approved per applicable codes. Corrections required prior to approval. COMMENTS: Inspect° . / (Dater _ $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 'Receipt No.: 'Date: Projec . Type of n pection: Add_ re pilvwt Date Called: Special Instructions: Date Wappted: a.m. Requester: ` Phone No INSPECTION NO. INSPECTION RECORD Retain a copy with permit ,007 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. COMMENTS: Inspect Date: n $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. (Receipt No.: 'Date: COMMENTS: 60 E (AL S'k� +' ` i / U . YL i i `� I t o 1 e re L 1 ., ''ii4 - Al (- ., n ( k 1 , S M,) J (,) in- (_...-D ti. _pt 1 (--r i 1--J.-- @ 51J - t t j x-- 2, ( ,(e) ( (, 11e lieti 1 > '� -( 1 . ,A=179 i- �__..� ,A ek ) e (-OAF W,, I E -0 . ---- -c_ - o f 14 . ( e 0 r /4-.s -f::- Aizt, . S (,J je (__ ---(' c S s t z, t,J 5u 1`{4 c i -e_zzi . _ 1, a 1 • 44 S' INSPECTION RECORD I Retain a copy with permit &" INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION - 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Proje ) Address: Date Called: Special Instructions: Date Wanted: 5 r1 Requester: Approved per applicable codes. Phone No: (Date: / El $60.00 REINSPECTION FEE REQUIR Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite O. Call to schedule reinspection. 'Receipt No.: 'Date: Type of Inspection: 020 730 - 6 9,3 Corrections required prior to approval. a. Laity 1 INSPECTION RECORD Retain a copy with permit I PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 INSPECTION NO. Pro' ct: l,t ) C// /tames-kg A dr)02 / rS •ACC'' /Ih'1 Special Instructions: Wv(Jc /t RC fU v wade n► -fit/' Type of Inspection: Ixn iP Date Called: OS /a Date Wanted: 45 - a-/ P.m. Requester: Phone No: p'206, 73o- Approved per applicable codes. El Corrections required prior to approval. COMMENTS: 'Inspector: (Date: $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: Projecti) Type of Inspection: ( A A Addy 2....,ti 6u4 Kate Called: 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 6300 Southcente Blvd., #100, Tukwila, WA 98188 (206)431-3670 Approved per applicable codes. 13 Corrections re uired prior to approval. COMMENTS: Inspector: Date: 0 (Oor El $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: • P t: Q 1 J 1 � 7 t('ylJ, � Type of Inspection: , � A 1 • tk Address: 7 2.4 f� 9.� 04 Date Called: sNoy Special Instructions: , Date Wanted: a.m. p.m. Requester: 00 0i. Phone/ 011 I ( LL Lo vtf DO - 7 - 44 1 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: J 4A.ta4 ©d lea f f. PAatal / > aJ Inspector: 6 A) f (Date: 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: Project: � owe. usrI Type of Inspection: q 1? o a pA' Address: s7 2 t PA � ( Di; ki Date Called: � . Special Instructions: Date Wanted �" - ( —o p.m. Requester: Phone No: _ 94 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION C- 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. COMMENTS: Inspect: 1 �� V\ Date:— J s $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: Proj: / t Pbiei /W Type of Inspection: ir.1 ( S4 eeLr Address: 5r/2,1 PitAteJA Die Date Called: Special Instructions: Date Wanted: � m . _S ------ / ' Off p.m. Requester: Phone No: 753 -WO -27v1 06 v-sef INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION F- 6 3 0 0 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. COMMENTS: 1 Insp: Date: $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: Projec : k c e -1 Nc f T+c Type of Inspection: /,, W A,t (Sha a-4V/usAlt Date Called: Address: 5 - 7? %-1 D .1 rr` LA b2 S Special Instructions: Date Wanted: Li_ a Oct Requester: Ph N c - '1z 3 215 L. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION fo 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: ���;■ A / i��i,� J4 � 64 1 P 1 4-1- a03 -- e ci l J f/4rf r, / I Inspsct r. (K J (Date: $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: Pr a OWe `' G IB ES Ty a of Inspec ion: _ ✓ e,i - e S Iq o Imseu Address: 5')2. Pro vv■F () 2 S Date Called: Special Instructions: 7 Date Wanted: Lii—Ore' a.m (071717 Requester: P9 N 9 EEO 3 tfiz Approved per applicable codes. Da7-L/L INSPECTION RECORD Retain a copy with permit PERMIT NO. INSPECTION O. CITY OF TUKWILA BUILDING DIVISION CC. 6300 So uthce nter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Corrections required prior to approval. COMMENTS: El $58.00 REINSPECTION FE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. 'Receipt No.: Date: COMMENTS: Inspection: Typ f / n: --C/4 �`�� d>vore7 L� f IA ts , n.) r` - (-is r � c� � t +M 'N JA I*A - - 7th/ 11 r2- %c) Date Wanted: a.m. i I-^-, t - (e.-- < n S pe c.7 . Phone No .2a Z.-3'c ? Proj / 4./�/ / /A i Inspection: Typ f / n: --C/4 �`�� d>vore7 L� Address: Date Called: Special Instructions:, Date Wanted: a.m. Requester: Phone No .2a Z.-3'c ? ❑ Approved per applicable codes. Inspector, i y INSPECTION RECORD Retain a copy with permit IN PECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION I 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Corrections required prior to approval. Date 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: Pr J � � �/ D // � re3 — ��. � Type of Inspecti �� Addres : .57P 'I ?4 ie Dr 3 D ate Called: D 3/ / Special Instructions: Date Wanted: p y/0i' /0? .m p.m. Requester: _/vlSth %1.. Phone No: ao 69G - 7 5 D INSPECTION RECORD Retain a copy with permit o-7- yy PERMIT NO. INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 0 Approved per applicable codes. Corrections required prior to approval. COMMENTS: loll /off ( AI e-k" (1).4 17 f2- C "}- 'Inspector: 6-,. ' Date: Li i (v $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fed must be paid at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. Receipt No.: 'Date: Pr ct: e' / / Type of Ins s Address: - 7. iii t'CCind (1 Date Called: j 0.3/ I °g ,� Spec' Instructions: Date Wanted: ) Requester: f u Phone No: g to .3 6 - 7' 3 X55 INSPECTION RECORD Retain a copy with permit PERMIT NO. INSPECTION 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. COMMENTS: di g Ca4 . SciO , Ts ( 6( ; - t> O v, 'Inspector: 6,. 0 $58.00 REINSPECTION FEE REQUIRED. Prior to inspection,fee must be paid at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspectioh. Date: t i Proje / i/�/ ,CS Type of Inspection: , reitii' if hi/ 6J1// Address: —_, 7 211 P ,9mEL4 O r Date Called: Special Instructions: Date WaWanted: /2z/ k?' ' a.m. Requester: Phone No: 0x6.39/- 773 / t' INSPECTION RECORD Retain a copy with permit PERMIT NO. INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION a 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. COMMENTS: /1 Inspector: aL 1Date: 0 $5840 REINSPECTION FEE REQUIRED. Prior to inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection. 'Receipt No.: 'Date: COMMENTS: 1 A-vraJAk I )4d ges I / 0 ,.,- 4 , r - - , \ "AC- (D :A:17J;)i 2, ,,-.- i , „-. ‘ ,, ,Vk ; A. (3 (..)---; J.-, P.m. 1 tr Requester: Phone No: 20(0-3ql - r )83 i Project: VO tA to 1 I )4d ges Type of Inspection: eno-t-i' i I Address: 5 9 /A Pfrkte ( 4 Dg SQL-A Da,te Called: Special Instructions: (0 Date Wanted: 3 - / q - I.A/ P.m. 1 tr Requester: Phone No: 20(0-3ql - r )83 i 80 ri -41 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION ( 6300 Southcenter Blvd., #100, Tukwila, WA 981 88 (206)431-3670 ID Approved per applicable codes. Corrections required prior to approval. Inspect Date:3 Li $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: Ifo Vat., {furl, &s 1L 1 - f - X6, Type of Inspe ion: 1Z 5 h, i, -L— Address: 57 2 ( Suite #: l'4 ail Ow . Contact Person: Special Instructions: Pre -Fire: /V/4 Phone No.: Needs Shift Inspection: A/ Sprinklers: A/ Fire Alarm: A/ Hood & Duct: A/ Monitor: /\//4 Pre -Fire: /V/4 Permits: A,/ Occupancy Type: g. 1 INSPECTION NUMBER 188 206 - 575 -4407 4 : - Approved per applicable codes. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA FIRE DEPARTMENT X17 - qv/ PERMIT NUMBERS n Corrections required prior to approval. COMMENTS: nr 6/V11 Inspector: Date: 0q/p Hrs.: $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from City of Tukwila Finance Department. Call to schedule a reinspection. Word/Inspection Record Form.Doc 1/13/06 T.F.D. Form F.P. 113 STRUCTURAL CALCULATIONS FOR: POWELL HOME BUILDERS FILE: COPY PP77 r4o, 7721,11 = 1121 .11111"11011■11.11M n1 emiszicnr, • . NOT VALID WITHOUT A WET SIGNATURE RiPSTERED .4 I ChITECT JAMES—ANDERSON DESIGN, P.S. RESIPENTIAL ARCHITECTURE SO PAYTON ST. ©6 EOMONPS, NA S020 (425) 116-6166 BASIC 2078A 3-CAR cos # -C Date 11/28/2007 Eng CA 2 Desc. original calculation AFT::7,1-15:07.4 1N3T Catherine Anderson, Architect bO'T -vi 2006 IBC !177.A " r NOV 3 0 2001 GENTEh , Lateral Analysis Lateral analysis for basic 2078 -A 3 car Governing Code: All references in right margin are 2006 IBC unless specificly noted otherwise. General Design Criteria Wind Design Criteria 1. Basic Wind Speed 85 mph 2. Wind Importance Factor I 1.00 3. Wind Exposure Category B 4. Internal Pressure Coefficient +/- 55 5. Components and Cladding design pressure +/- 10 psf Topographic Factor Kzt 2.00 Earthquake Design Data 1. Seismic Importance Factor IE 1.00 2. Short Period Acceleration S 1.250 2. 1- Second Accelleration S 0.410 3. Site Class D 4. Spectral response coefficient Sp 0.82 4. Spectral response coefficient SDI 0.43 5. Seismic Design Category D 6. Seis. Force Resisting System 1. K. 7. Design Base Shear 11152 lbs 8. Seismic Response Coefficient C 0.126 9. Response Modification Factor R 6.5 10. Analysis Procedure used Simplified Table of Contents DC General Lateral Design Criteria WF Determination of Wind Forces EF Determination of Earthquake Forces DL Allowable Stress Design Loads FR Shear walls in the Front to Rear Direction SS Shear walls in the Side to Side Direction SW Shear flow calculations SCH Schedules V 1.0 DC1 Des ign Loads ( sf) Dead Live Snow Roof 15 20 25 Floor 10 40 n/a Wall 10 n/a n/a , Lateral Analysis Lateral analysis for basic 2078 -A 3 car Governing Code: All references in right margin are 2006 IBC unless specificly noted otherwise. General Design Criteria Wind Design Criteria 1. Basic Wind Speed 85 mph 2. Wind Importance Factor I 1.00 3. Wind Exposure Category B 4. Internal Pressure Coefficient +/- 55 5. Components and Cladding design pressure +/- 10 psf Topographic Factor Kzt 2.00 Earthquake Design Data 1. Seismic Importance Factor IE 1.00 2. Short Period Acceleration S 1.250 2. 1- Second Accelleration S 0.410 3. Site Class D 4. Spectral response coefficient Sp 0.82 4. Spectral response coefficient SDI 0.43 5. Seismic Design Category D 6. Seis. Force Resisting System 1. K. 7. Design Base Shear 11152 lbs 8. Seismic Response Coefficient C 0.126 9. Response Modification Factor R 6.5 10. Analysis Procedure used Simplified Table of Contents DC General Lateral Design Criteria WF Determination of Wind Forces EF Determination of Earthquake Forces DL Allowable Stress Design Loads FR Shear walls in the Front to Rear Direction SS Shear walls in the Side to Side Direction SW Shear flow calculations SCH Schedules V 1.0 DC1 Wind Loads Ridge Elevation Eave Height Mean Roof Height, h Least Horizontal Dimension, LHD End Zone Dimension, 2a pasic Wind Speed Basic Wind Speed Directionality Factor, Kd Importance Factor Wind Importance Factor Exposure Surface Roughness Wind Exposure Category Topographic Effects Topographic Factor,Kzt Velocity Pressures Velocity Pres. Exp. Coeff. Kz 0.7 Velocity Pressure, qh 11.005 psf internal Pressure Coefficients Enclosure Classification Internal Pressure Coefficients, GCpi External Pressure Coefficients Transverse Direction Roof Pitch Transverse B Dimension Transverse L Dimension Longitudinal Direction Roof Pitch Longitudinal B Dimension Longitudinal L Dimension V 1.0 26 ft 17.5 ft 21.75 ft 32 ft 6.4 ft 85 mph 0.85 1.00 Non- Hurricane Prone Regions 1.00 Enclosed Bldg 0.18 +1- 0.1 :12 or 0.4775 degrees 32 ft 50 ft 6 :12 or 26.565 degrees 50 ft 32 ft Buildings - MWFRS Urban, Closely spaced obstructions WF2 1 2 3 4 5 6 1E 2E 3E 4E GCpf 0.40 -0.69 -0.37 -0.29 -0.45 -0.45 0.61 -1.07 -0.53 -0.43 Wind Loads Ridge Elevation Eave Height Mean Roof Height, h Least Horizontal Dimension, LHD End Zone Dimension, 2a pasic Wind Speed Basic Wind Speed Directionality Factor, Kd Importance Factor Wind Importance Factor Exposure Surface Roughness Wind Exposure Category Topographic Effects Topographic Factor,Kzt Velocity Pressures Velocity Pres. Exp. Coeff. Kz 0.7 Velocity Pressure, qh 11.005 psf internal Pressure Coefficients Enclosure Classification Internal Pressure Coefficients, GCpi External Pressure Coefficients Transverse Direction Roof Pitch Transverse B Dimension Transverse L Dimension Longitudinal Direction Roof Pitch Longitudinal B Dimension Longitudinal L Dimension V 1.0 26 ft 17.5 ft 21.75 ft 32 ft 6.4 ft 85 mph 0.85 1.00 Non- Hurricane Prone Regions 1.00 Enclosed Bldg 0.18 +1- 0.1 :12 or 0.4775 degrees 32 ft 50 ft 6 :12 or 26.565 degrees 50 ft 32 ft Buildings - MWFRS Urban, Closely spaced obstructions WF2 1 2 3 4 5 6 1E 2E 3E 4E GCpf 0.55 -0.10 -0.45 -0.39 -0.45 -0.45 0.73 -0.19 -0.58 -0.53 Wind Loads Ridge Elevation Eave Height Mean Roof Height, h Least Horizontal Dimension, LHD End Zone Dimension, 2a pasic Wind Speed Basic Wind Speed Directionality Factor, Kd Importance Factor Wind Importance Factor Exposure Surface Roughness Wind Exposure Category Topographic Effects Topographic Factor,Kzt Velocity Pressures Velocity Pres. Exp. Coeff. Kz 0.7 Velocity Pressure, qh 11.005 psf internal Pressure Coefficients Enclosure Classification Internal Pressure Coefficients, GCpi External Pressure Coefficients Transverse Direction Roof Pitch Transverse B Dimension Transverse L Dimension Longitudinal Direction Roof Pitch Longitudinal B Dimension Longitudinal L Dimension V 1.0 26 ft 17.5 ft 21.75 ft 32 ft 6.4 ft 85 mph 0.85 1.00 Non- Hurricane Prone Regions 1.00 Enclosed Bldg 0.18 +1- 0.1 :12 or 0.4775 degrees 32 ft 50 ft 6 :12 or 26.565 degrees 50 ft 32 ft Buildings - MWFRS Urban, Closely spaced obstructions WF2 Gcpi (-) -0.18 -0.18 -0.18 -0.18 -0.18 -0.18 -0.18 -0.18 -0.18 -0.18 Pressure,p 6.38 -5.61 -2.09 -1.21 -2.97 -2.97 8.69 -9.79 -3.85 -2.75 Transverse Direction (front) LEVEL Wall Area Roof Area (Horiz Proj) (sq ft) 0 264 sgft sq ft 0 sq ft -1 242 sq ft 66 sq ft Transverse Direction (rear) LEVEL Wall Area Roof Area (Horiz Proj) (sq ft) 0 264 sq ft 0 sq ft -1 _ 242 sq ft 66 sq ft Gcpi (-) -0.18 -0.18 -0.18 -0.18 -0.18 -0.18 -0.18 -0.18 -0.18 -0.18 Pressure,p 8.03 0.89 -2.94 -2.32 -2.97 -2.97 9.99 -0.11 -4.46 -3.91 Gcpi ( +) 0.18 0.18 0.18 0.18 0.18 0.18 0.18 0.18 0.18 0.18 Pressure,p 4.07 -3.07 -6.90 -6.28 -6.93 -6.93 6.03 -4.08 -8.42 -7.87 Gcpi (+) 0.18 0.18 0.18 0.18 0.18 0.18 0.18 0.18 0.18 0.18 Pressure,p 2.42 -9.57 -6.05 -5.17 -6.93 -6.93 4.73 -13.76 -7.81 -6.71 Longitudinal Direction (Left) LEVEL Wall Area Roof Area (Horiz Proj) (sq ft) 0 168 sq ft ; 369 sq ft -1 :. 404 sq ft D sq ft Longitudinal Direction (right) LEVEL Wall Area Roof Area (Horiz Proj) (sq ft) 0 168 sq ft 369 sq ft -1 404 sq ft D sq ft Design Wind Loads on Enclosed and Partially Enclosed Buildings j.ow -Rise Building Transyserse Direction Longitudinal Direction Wall Areas Main Wind Force Resisting System - Design Loads I Direction Controling Load Case 0 -1 Transverse TA+ 2208 2024 Longitudinal LA- 1815 4364 V 1.0 WF3 Earthquake Loads Effective seismic weight at Story (x) Site Clasification and Criteria Selection USGS Probabilistic Hazard Lookup Link V 1.0 Effective Seismic Weight (psf) roof floor wall 15 10 10 Area Base 1 1502 Diaphragm 0 weight (Ibs) roof area (ft 1480 22200 floor area (ft) 0 story height (ft) wall length (ft) 275.5 11020 misc load wx 33220 Diaphragm -1 weight (Ibs) roof area (ft`) 246 3690 floor area (ft`) 1386 13860 story height (ft) wall length (ft) 295 11800 misc load wx 40370 htto://eadesign.cr.usgsmov/html/lookup-2002-intermhtml httrElleclint.cr.usas.gov/ea/htmlizimode.html Short Period Acceleration (0.2 sec SA) Ss 1.2136 1- Second Acceleration (1.0 sec SA) S 0.4096 Site Class p Site Coeffiecient, Fa 1.015 Site Coeffiecient, Fv 1.590 Seismic Use Group 1 Seismic Importance Factor IE 1.00 Seismic Design Category p Seis. Force Resisting System 1. K. Response Modification Factor R 6.5 Design Spectral Response Acceleration Parameters Substitute equations 16-38 & 16-39 into 16-40 & 16-41 respectively, 2 SDS F Ss Sos= 0.82 2 SD1s FvS1 SDI 0.43 Simplified analysis Procedure, Seismic base shear 1.2 •S DS V- •W V = 11152 lbs Vertical Distribution, Forces at each level 1617.5.2 (332) 1.2 •S DS F x - . X Diaphragm R 0 5034 Ibs -1 6118 lbs EF4 Diaphragm Force (Ibs) 2 4495 1 5462 Allowable Stress Design Loads For Wood /BC 2006 Design shall resist the applicable load combinations of Chapter 16. Shear resistance of diaphragms and shearwalls shall be based on the Principle of Mechanics. Design per Altemative Basic Load Combinations For worse case effect with wind load, L & S shall be zero. Equations 16- 14,16 -15, & 16 -16 become, D + Where w equals 1.3, W equals F of the respective diaphragm, and D shall be multiplied by two-thirds. For worse case effect with seismic load, L & S shall be zero. Equation 16-18 controls, 0.9 D + E/1.4 , substitute Equation 16-51 for E (p Q E - 0.2 S Ds D) 0.9 D + , simplify & arrange variables 1.4 (0.9 -0.14 SDs) D+ P QE 1.4 Where QE equals F of the respective diaphragm. Principle of Mechanics Sum the forces in the horizontal direction, diaphragms and shearwalls shall resist, Wind Design Loads, 1.3 F„ Seismic Design Loads, (p11.4) F, p ='1.25 . . Sum the moments about the base of a shearwall, overtuming shall resist, (v•w)•h - 3 D•2 + P.w) (v•w)•h - (0.9 -0.14 S DS) D•2 + P.w) for wind for seismic V 1.0 DL5 Front to Rear Side to Side Diaphragm Force (Ibs) Force (Ibs) 2 2870 2359 1 2631 5673 Allowable Stress Design Loads For Wood /BC 2006 Design shall resist the applicable load combinations of Chapter 16. Shear resistance of diaphragms and shearwalls shall be based on the Principle of Mechanics. Design per Altemative Basic Load Combinations For worse case effect with wind load, L & S shall be zero. Equations 16- 14,16 -15, & 16 -16 become, D + Where w equals 1.3, W equals F of the respective diaphragm, and D shall be multiplied by two-thirds. For worse case effect with seismic load, L & S shall be zero. Equation 16-18 controls, 0.9 D + E/1.4 , substitute Equation 16-51 for E (p Q E - 0.2 S Ds D) 0.9 D + , simplify & arrange variables 1.4 (0.9 -0.14 SDs) D+ P QE 1.4 Where QE equals F of the respective diaphragm. Principle of Mechanics Sum the forces in the horizontal direction, diaphragms and shearwalls shall resist, Wind Design Loads, 1.3 F„ Seismic Design Loads, (p11.4) F, p ='1.25 . . Sum the moments about the base of a shearwall, overtuming shall resist, (v•w)•h - 3 D•2 + P.w) (v•w)•h - (0.9 -0.14 S DS) D•2 + P.w) for wind for seismic V 1.0 DL5 Principle of Mechanics - cont. Where, v= shear per linear foot of shearwall w= width of shearwall h= height of shearwall D= resisting dead Toad centered over shearwall P= resisting dead load at end of shearwall V 1 .0 Free Body Diagram of a ShearWall P 1 Sul MOMENTS ABOUT CORNER W Shearwali calculations follow, where, L o--\---- (V x 110 V Total force in the diaphragm above story (x), pounds (Ibs) % Percent of V tributary to the shearwalls (SW) in the wall line VD, Force from the diaphragm above that transfers to the SWs, Ibs VT,.,., Force from the SWs above that transfers to the SWs, Ibs NIL, Total force in the SW s (VD + VT + ,), Ibs L Total length of SWs (F w), feet (ft) v Linear force in the SWs (VT pounds per foot (plf) vF Greater of v induced by wind or earthquake, plf Max T Maximum uplift force of the SWs, Ibs v Greater of v in the sheathing induced by wind per or earthquake per , plf w Width ofSW,ft h Height of SW, ft d Tributary distance of roof (used to calculate D) along the width of the SW, ft d, Tributary distance of roof (used to calculate P) adjacent to the width of the SW, ft d Tributary distance of floor (used to calculate D) along the width of the SW, ft d Tributary distance of floor (used to calculate P) adjacent to the width of the SW, ft TwX +i Wind uplift force of the SW above that transfers to the SW, Ibs Tim Wind uplift force of the SW, Ibs Tex +i Earthquake uplift force of the SW above that transfers to the SW, Ibs Te Earthquake uplift force of the SW, Ibs DL6 Wall Line Story (x) Direction Sheathing Shear SW Dimensions Tributary Dead Loads Wind Uplift Earthquake Uplift 1 2 F -R v w h d dra df dfa Twx +1 Tww TeX +1 Te VTX +1 % of V VD„ VT, L v VF Max T WIND E -QUAKE 85 5.83 8 16 -292 -54 I '11.0% 1 11.0% 243 494 242.8874 494.4293 5.83 42 85 85 Wall Line Story (x) Direction Sheathing Shear SW Dimensions Tributary Dead Loads Wind Uplift Earthquake Uplift 2 2 F -R v w h d d d df Twx +1 Twx Tex +1 Te VT X +1 % of V VD, VT x L v VF Max T WIND E- QUAKE 213 10.54 8 13 -133 568 I , 50.0% (: 50.0 % 1104 2247 1104.034 2247.406 10.54 105 213 213 568 Wall Line Story (x) Direction Sheathing Shear SW Dimensions Tributary Dead Loads Wind Uplift Earthquake Uplift 3 2 F -R v w h d d d dfa Twx +1 Tw Te +1 Te VT x +1 WIND E -QUAKE 114 15.33 8 39 433 % of V 39.0 %" [ "> 39.0% VD, 861 VT 861.1462 L 15.33 v 56 VF 114 Max T 39 1753 1752.977 114 433 Wall Line Story (x) Direction Sheathing Shear SW Dimensions Tributary Dead Loads Wind Uplift Earthquake Uplift 4 _ 2 F - R v w h d dra df dfa Twx +1 Twx Tex +1 Tex VT +1 WIND E -QUAKE %of VD VT L v VF Max T V 1.0 FR7 Wall Line Story (x) Direction Sheathing Shear SW Dimensions Tributary Dead Loads Wind Uplift Earthquake Uplift 1 1 _ F -R v, W h d d d dfa TwX +i Tw TeX +i Te VT X +, % of VX VD x VT, L v vF Max T WIND E -QUAKE 242.8874 494.4293 51 19.17 8 17 -1974 -2109 I " 9.0% f ' 9.0% 182 492 425.053 986.0308 19.17 22 51 51 Wall Line Story (x) Direction Sheathing Shear SW Dimensions Tributary Dead Loads Wind Uplift Earthquake Uplift 2 1 F -R v W h d dra df dfa TwX +f Tw Tex +i Te VTX +1 % of V VD VT X L v VF Max T WIND E -QUAKE 2247.406 216 12.00 8 17 0.7 - 626 568 686 1104.034 216 8.00 8 11 0.7 74 568 1506 ( 38.0% ; I 38.0% 769 1873.177 20.00 94 216 74 2076 4323.057 216 1,506 Wall Line Story (x) Direction Sheathing Shear SW Dimensions Tributary Dead Loads Wind Uplift Earthquake Uplift 3 1 F -R v, W h d dra dt dfa Twx +i Twx Tex +i Te VT X + 1 WIND E -QUAKE 861.1462 1752.977 318 3.38 8 17 0.7 39 562 433 2132 % of V I 42.0% 1 42.0% 269 11.66 8 17 0.7 39 -387 433 1021 VD 850 VT, 1711.252 L 15.04 v 114 ;IF 269 Max T 562 2294 4047.117 269 2,132 Wall Line Story (x) Direction Sheathing Shear SW Dimensions Tributary Dead Loads Wind Uplift Earthquake Uplift 4 1 F -R v w h d dra df dfa Twx +i Twx Tex +f Te VT +t WIND E -QUAKE 75 8.00 8 8 350 % of V , ' 1 11.0% VD 223 VT 222.6468 L 8.00 v 28 VF 75 Max T 8 601 600.8462 75 350 V 1.0 FR8 Wall Line Story (x) Direction Sheathing Shear SW Dimensions Tributary Dead Loads Wind Uplift Earthquake Uplift A _ 2 S -S v w h d d d dm TwX +i Tw TeX +f Te WIND E -QUAKE 107 21.00 8 1.5 2.5 -476 -107 VTX +, % of V ( 50,0% ,1 50.0% VD 907 2247 VT 907.3993 2247.406 L 21.00 v 43 107 VF 107 Max T Wall Line Story (x) Direction Sheathing Shear SW Dimensions Tnbutary Dead Loads Wind Uplift Earthquake Uplift B 2 S -S v, w h d d d dfe TwX +f Tw TeX +j Te WIND E -QUAKE VT X +, %of VD x VT X L v VF Max T Wall Line Story (x) Direction Sheathing Shear SW Dimensions Tributary Dead Loads Wind Uplift Earthquake Uplift C 2 S -S v, w h d d df dm TwX +i Tw TeX +, Te WIND E -QUAKE 333 3.00 8 2 696 1868 VTX +1 333 3.00 8 2 696 1868 333 3.00 8 2 696 1868 % of VX I 50.0% I " 50.0% VD 907 2247 VT 907.3993 2247.406 L 9.00 v 101 250 vF 250 Max T 696 1,868 Wall Line , Story (x) Direction Sheathing Shear SW Dimensions Tributary Dead Loads Wind Uplift Earthquake Uplift D S-S V, w h d dra df dfa TwX +, TwX TeX+1 Tex WIND E -QUAKE VTX +t %ofV VD VT. L v VF Max T V 1.0 SS9 Wall Line Story (x) Direction Sheathing Shear SW Dimensions Tributary Dead Loads Wind Uplift Earthquake Uplift A 1 _ S - S v, w h d d d d Twx +i Tw Tex +, Te WIND E -QUAKE 203 5.66 8 2 708 1382 VTx +1 907.3993 2247.406 203 12.92 8 2 441 1068 % of V x 1 28.0% .' 28.0% VD, 1222 1529 VT 2129.364 3776.833 L 18.58 v 115 203 VF 203 Max T 708 1,382 " Wall Line Story (x) Direction Sheathing Shear SW Dimensions Tributary Dead Loads Wind Uplift Earthquake Uplift B 1 S -S v. w h d d elf dta Twx +i Twx Tex +1 Te WIND E -QUAKE 218 10.50 8 11 535 738 VT x +1 % of V 42.0% 1 42.0% Vo 1833 2294 VT 1832.947 2294.14 L 10.50 v 175 218 VF 218 Max T 535 738 Wall Line Story (x) Direction Sheathing Shear SW Dimensions Tributary Dead Loads Wind Uplift Earthquake Uplift C 1 S -S v, w h d d d dfa Twx +1 Twx Tex +1 Te WIND E -QUAKE 679 5.00 8 2 8 2 696 3242 1868 6864 VT + 1 907.3993 2247.406 % of V ( .1 ' 21.0 %? VD, 916 1147 VT 1823.873 3394.476 L 5.00 v 365 679 VF 679 Max T 3,242 6,864 Wall line . Story (x) Direction Sheathing Shear SW Dimensions Tributary Dead Loads Wind Uplift Earthquake Uplift D 1 _ S - S v w h d d d dra Twx +1 Twx Tex +1 Te WIND E -QUAKE 119 2.00 5.833 4 316 401 VTx +1 119 2.00 5.833 4 316 401 119 2.00 5.833 11 269 346 %ofV ('9.0% ::I 9.0% VD 393 492 VT 392.7743 491.6015 L 6.00 v 65 82 VF 82 Max T 316 401 V 1.0 SS1 0 I Fasteners and Spacing Shearwall ID Established SW Capacities 16d Nails [1] 142.4 Ibs 16d slant 118.2 Ibs nails [2] Simpson 450 Ibs A35 [3] Simpson 595 Ibsl LTP4 [4] s [ S] S'ZH 41 0£i uosdwlS Simpson H1 415 Ibs [6] Simpson 210 Ibs DTC [7] Simpson 1550 421.2 Ibs w/ H2.5 at 24oc 1/2" dia AB 912 Ibs (2x Plate) [8] 5/8" dia AB 1328 Ibs (2x Plate) [9] 1 /1" ala Ats (3x Plate) 1120 Ibs rim 5 /ts" ma Ali (3x Plate) 1664 Ibs a m U G iso 11 9 36 47 10 33 16 61 72 106 89 133 20 aD �o Ln to LA et - 34 n � � 24 12 36 52 76 64 50 96 75 265 20 26 18 9 25 41 , / 332 16 21 15 7 19 32 1190 40 60 l •s 350 4 4 15 20 4 14 7 17 31 y% 38 57 450 3 3' 2' % 15 3 11 5 13 12 17 29 44 600 2 2 9 11 2 8 4 9 9 13 22 33 780 1 6 9 2 6 3 7 17 25 900 1.5 1 6y , 7 1 5 2 6 14 22 935 1 5 7 1 5 2 5 14 21 1190 1.0 1 4.5 6 1 4 2 4 11 16 Shearwall Capacities from Table 2306.4.1 Allowable Shear MINIMUM NOMINAL PANEL THICKNESS (inch) Nail or Staple size OF HF 6 241 7/16" 8d @ 6 "oc 260 241 6 4 350 7/16" 8d @ 4 "oc 380 353 4 455 7/16" 8d @ 3 "oc 490 455 3 595 7/16" 8d @ 2"oc 640 595 2 44 706 7/16" BOTH SIDES 8d @ 4 "oc 760 706 44 911 7/16" BOTH SIDES 8d @ 3 "oc 980 911 33 1190 7/16" BOTH SIDES 8d @ 2 "oc 1280 1190 22 g. Values apply to all- d. Shears are veneer plywood. �� to Thickness at point of increased a. G =0.43 fastening on panel to values [1-(0.5- edges governs shear shown for 0.43)] = 0.93 values. 15/32 -inch sheathing... Shear Transfer Connections Shear Transfer Notes [1] TABLE 11N [pg97 03NDS] Z =89 Ibs for a 16d box nail (D= 0.135) in Hem -Fir G =0.43 and multiplied by the load duration factor TABLE 10.3.1 [pg58 03NDS] for wind /earthquake which is C =1.6 found in TABLE 2.3.2 [pg9 03NDS] [2] Value from note 1 then multiplied by the Toe -Nail Factor SECTION 11.5.4 [pg78 03NDS] for nominal lateral design values C =0.83 [3] the A35 is used in loading condition 4 in an Fi direction of load according to Simpson designations for SPF /HF Lateral(133 /160) Z =450 Ibs [pg146 C -2005] [4] [5] for SP5F /HF Lateral(133 /160) Z =130 Ibs [pg142 C -2005] [6] the H1 is used in an Fi loading according to Simpson designations for SPF /HF Lateral(133 /160) Z =415 Ibs [pg142 C -2005] [7] the DTC is used in an F2 loading according to Simpson designations for SPF /HF Lateral(133 /160) Z =210 Ibs [pg112 C -2005] [8] TABLE 11E [pg85 03NDS] Z =570 Ibs for a 1/2" diameter bolt in 1 -1/2" side member of Hem - Fir G =0.43 and multiplied by the load duration factor TABLE 10.3.1 [pg58 03NDS] for wind /earthquake which is Cp =1.6 found in TABLE 2.3.2 [pg9 03NDS] Sill plates resisting a design load greater than 350 plf shall not be less than a 3 -inch nominal member. Exception: With design Toad less than 600pIf the sill plate is permitted to be a 2 -inch nominal member if the sill plate is anchored by two times the number of bolts requiredby design. [9] TABLE 11E [pg85 03NDS] Z =830 Ibs for a 5/8" diameter bolt in 1 -1/2" side member of Hem - Fir G =0.43 and multiplied by the load duration factor TABLE 10.3.1 [pg58 03NDS] for wind /earthquake which is Cp =1.6 found in TABLE 2.3.2 [pg9 03NDS] Sill plates resisting a design load greater than 350 plf shall not be less than a 3 -inch nominal member. Exception: With design load less than 600pIf the sill plate is permitted to be a 2 -inch nominal member if the sill plate is anchored by two times the number of bolts requiredby design. [10] TABLE 11E [pg85 03NDS] Z =700 lbs for a 1/2" diameter bolt in 2 -1/2" side member of Hem -Fir G =0.43 and multiplied by the load duration factor TABLE 10.3.1 [pg58 03NDS] for wind /earthquake which is C =1.6 found in TABLE 2.3.2 [pg9 03NDS] [11] TABLE 11E [pg85 03NDS] Z =1040 lbs for a 5/8" diameter bolt in 2 -1/2" side member of Hem -Fir G =0.43 and multiplied by the load duration factor TABLE 10.3.1 [pg58 03NDS] for wind /earthquake which is Cp =1.6 found in TABLE 2.3.2 [pg9 03NDS] 1 1 19.17 A 6 51 34% 51 21% 1 2 20.00 B 6 216 96% 216 90% 1506 1 3 15.04 C 4 269 102% ;:' 318 91% 2132 1 4 8.00 A 6 75 50% 75 31% 1 A 18.58 B 6 203 90% 203 84% 1382 1 B 10.50 B 6 218 97% 218 91% 1 C 5.00 E 44 679 87% 679 96% 6864 1 D 6.00 A 6 82 55% 119 50% 2 1 5.83 A 6 85 57% 85 35% 2 2 10.54 B 6 213 95% 213 88% 2 3 15.33 A 6 114 76% 114 47% 2 4 0.00 A 6 0 0% 0 0% 2 A 21.00 A 6 107 71% 107 44% 2 B 0.00 A 6 0 0% 0 0% 2 C 9.00 C 4 250 94% 333 95% 1868 2 D 0.00 A 6 0 0% 0 0% Shear Wall Summary SILL -TO FOUNDATION *1 FLOOR -TO -SILL & ROOF -TO WALL BASE PLATE *7 CALL OUT 5 /8 "0 @ 60 "oc or 1 1� " /20(la 60"oc *A35 @ 36 "oc *3a *H1 @ 24 "oc *4a 16d @ 10 "OC A 5 /8 "0 @ 60 "oc or 1/2 "0 ( 40 "oc *A35 @ 20 "oc *LS50 @ 24 "oc *4b 16d @ 6"oc B 5 /8 "0 @ 48 "oc or 1 /200 Cad 32 "oc *A35 @ 16 "oc *LS50 @ 18 "oc *4b 16d @ 4 "oc C 5 /8 "0 @ 16 "oc or 1/2"0 Cal 12 "oc *A35 @ 12 "oc *LS50 @ 12 "oc *4b 16d @ 3"oc 5 /s "0 @ 12 "oc or 1/2 "0 0 8 "oc *A35 @ 8"oc *LS50 @ 8 "oc *4b 16d @ 2 "oc E N WALL SHEATHING CALL OUT SHEATHING THICKNESS EDGE NAILS 6 7/16" 8d @ 6 "oc 4 7/16" 8d @ 4 "oc 44 7/16" both sides *5 8d @ 4"oc * HDU8- SDS2.5 20- SDS SSTB28 HOLDOWN SCHEDULE HOLDOWN / STRAP FASTENERS FOUNDATION ANCHOR COMMENTS 0 STHD14 /1487 38/30 -16d sinker N/A * MSTC40 36 -16d sinker N/A equal number of nails to both connected elements * HDU8- SDS2.5 20- SDS SSTB28 SHEARWALL SCHEDULE 1 Anchor bolts embedded at least 7 ", or expansion anchors embedded at least 4 ". See detail SWB. 2 3x, 2 -2x (lamination connection same as WALL -TO- FLOOR), or greater sill plate required. 3 See detail SWF. Connections vary depending on condition. 3a Substitute 16d slant nails @ 8 "oc for *A35. 4 See detail SWR. Letter designations a, b, & c refer to specific conditions. For gable -end roof connections see detail SWF. 5 Abutting panel edges require a 2 -2x (lamination connection same as WALL BASE PLATE), 3x, or greater stud. 6 Perforated shearwalls require shear nailing above and below openings. 7 See detail SWB. -38935 SHEAR FLOW CONNECTIONS / SPACING (PSW) *6 S V 1.0 FiLm COPY 1 i.. NOT VALID WITHOUT A WET SIGNATURE CATHERINE ANDERSON STATE OF WASHINGTON 616 Catherine Anderson, Architect `r' JAMES—ANDERSON DESIGN, P.S. RESIDENTIAL ARCHITECTURE 550 DAYTON 5T. #6 EDMONDS, WA 55020 (425) 116 -6166 STRUCTURAL CALCULATIONS FOR: POWELL HOME BUILDERS BASIC 2078A 3 -CAR 57xx S. Pamela Drive Tukwila, WA 9 trt8,7 � • EE.' . R 1 DO*7 1 19 1 2003 IBC (1) JOB # TK -6 Date 1/11/2007 Eng CA 2 Desc. original calculation NOV 3 02007 e( ivi CENTEh Lateral Analysis Lateral analysis for basic 2078 -A 3 car(98178) TK -6 Governing Code: All references in right margin are 2003 IBC unless specificly noted otherwise. [Page numbers] 1603.1 General Design Criteria F2691 1603.1.4 Wind Design Criteria r2701 1. Basic Wind Speed 85 mph F1609[284] 2. Wind Importance Factor I 1.00 T1604.5[272] 3. Wind Exposure Category B 1609.4 [290] 4. Internal Pressure Coefficient +/- 55 ASCE 7 F 6-5 [49] 5. Components and Cladding design pressure +/- 10 psf 1609.6.2.1.1 [291] Topographic Factor Kzt 2.00 6.5.7.2[30] 1603.1.5 Earthquake Design Data x2701 1. Seismic Importance Factor IE 1.00 T1604.5[272] 2. Short Period Acceleration S 1.484 F1615(1) [304] 2. 1- Second Accelleration S 0.510 F1615(2) [304] 3. Site Class D T1615.1.1 [322] 4. Spectral response coefficient SDS 0.99 EQ 16- 38/40[322] 4. Spectral response coefficient S01 0.51 EQ 16- 39/41 [322] 5. Seismic Design Category D 1616.3[326] 6. Seis. Force Resisting System 1. K. T1617.6.2 [334] 7. Design Base Shear 13441 Ibs 8. Seismic Response Coefficient C 0.152 EQ 9.5.5.2.1 -1 9. Response Modification Factor R 6.5 T1617.6.2[334] 10. Analysis Procedure used Simplified 1617.5[331] Table of Contents DC General Lateral Design Criteria WF Determination of Wind Forces EF Determination of Earthquake Forces DL Allowable Stress Design Loads FR Shear walls in the Front to Rear Direction SS Shear walls in the Side to Side Direction SW Shear flow calculations SCH Schedules V 1.0 DC2 Design Loads ( sf) Dead Live Snow (flat roof) Roof 15 20 25 Floor 10 40 n/a Wall 10 n/a n/a Lateral Analysis Lateral analysis for basic 2078 -A 3 car(98178) TK -6 Governing Code: All references in right margin are 2003 IBC unless specificly noted otherwise. [Page numbers] 1603.1 General Design Criteria F2691 1603.1.4 Wind Design Criteria r2701 1. Basic Wind Speed 85 mph F1609[284] 2. Wind Importance Factor I 1.00 T1604.5[272] 3. Wind Exposure Category B 1609.4 [290] 4. Internal Pressure Coefficient +/- 55 ASCE 7 F 6-5 [49] 5. Components and Cladding design pressure +/- 10 psf 1609.6.2.1.1 [291] Topographic Factor Kzt 2.00 6.5.7.2[30] 1603.1.5 Earthquake Design Data x2701 1. Seismic Importance Factor IE 1.00 T1604.5[272] 2. Short Period Acceleration S 1.484 F1615(1) [304] 2. 1- Second Accelleration S 0.510 F1615(2) [304] 3. Site Class D T1615.1.1 [322] 4. Spectral response coefficient SDS 0.99 EQ 16- 38/40[322] 4. Spectral response coefficient S01 0.51 EQ 16- 39/41 [322] 5. Seismic Design Category D 1616.3[326] 6. Seis. Force Resisting System 1. K. T1617.6.2 [334] 7. Design Base Shear 13441 Ibs 8. Seismic Response Coefficient C 0.152 EQ 9.5.5.2.1 -1 9. Response Modification Factor R 6.5 T1617.6.2[334] 10. Analysis Procedure used Simplified 1617.5[331] Table of Contents DC General Lateral Design Criteria WF Determination of Wind Forces EF Determination of Earthquake Forces DL Allowable Stress Design Loads FR Shear walls in the Front to Rear Direction SS Shear walls in the Side to Side Direction SW Shear flow calculations SCH Schedules V 1.0 DC2 Wind Loads Section 6SEI /ASCE 7 -02 Internal Pressure Coefficients 6.5.11.1 [311 Enclosure Classification Enclosed Bldg Internal Pressure Coefficients, GCpi 0.18 +/- External Pressure Coefficients 6.5.11.2 [311 Transverse Direction Roof Pitch Transverse B Dimension Transverse L Dimension Longitudinal Direction Roof Pitch Longitudinal B Dimension Longitudinal L Dimension Ridge Elevation 26 ft Eave Height 17.5 ft Mean Roof Height, h 21.75 ft Least Horizontal Dimension, LHD 32 ft End Zone Dimension, 2a 6.4 ft Basic Wind Speed 6.5.4 [28] Basic Wind Speed 85 mph Directionality Factor, Kd 0.85 Buildings - MWFRS Importance Factor 6.5.5[281 Wind Importance Factor 1.00 Non - Hurricane Prone Regions Exposure 6.5.6 [281 Surface Roughness B Urban, Closely spaced obstructions Wind Exposure Category B Topographic Effects 6.5.7[29] Topographic Factor,Kzt 2.00 (See attached for Kzt determination) Velocity Pressures 6.5.10 [311 Velocity Pres. Exp. Coeff. Kz 0.7 Velocity Pressure, qh 22.01 psf 0.1 :12 or 0.4775 degrees 32 ft 50 ft 6 :12 or 26.565 degrees 50 ft 32 ft 6.2 (24] Note 9 F6 -10 (56] 6.5.4 (28], F6 -1(36) 6.5.4.4 /281 T6 -4 (76] 6.5.5 (28], T6 -1(73] 6.5.6.2 (28] 6.5.6.3 (29] 6.5.7.2 (30] T6 -3 (75] EQ 6- 15(31] V 1.0 WF3 F6 -5 (49] 1 2 3 4 5 6 1E 2E 3E 4E GCpf 0.40 -0.69 -0.37 -0.29 -0.45 -0.45 0.61 -1.07 -0.53 -0.43 Wind Loads Section 6SEI /ASCE 7 -02 Internal Pressure Coefficients 6.5.11.1 [311 Enclosure Classification Enclosed Bldg Internal Pressure Coefficients, GCpi 0.18 +/- External Pressure Coefficients 6.5.11.2 [311 Transverse Direction Roof Pitch Transverse B Dimension Transverse L Dimension Longitudinal Direction Roof Pitch Longitudinal B Dimension Longitudinal L Dimension Ridge Elevation 26 ft Eave Height 17.5 ft Mean Roof Height, h 21.75 ft Least Horizontal Dimension, LHD 32 ft End Zone Dimension, 2a 6.4 ft Basic Wind Speed 6.5.4 [28] Basic Wind Speed 85 mph Directionality Factor, Kd 0.85 Buildings - MWFRS Importance Factor 6.5.5[281 Wind Importance Factor 1.00 Non - Hurricane Prone Regions Exposure 6.5.6 [281 Surface Roughness B Urban, Closely spaced obstructions Wind Exposure Category B Topographic Effects 6.5.7[29] Topographic Factor,Kzt 2.00 (See attached for Kzt determination) Velocity Pressures 6.5.10 [311 Velocity Pres. Exp. Coeff. Kz 0.7 Velocity Pressure, qh 22.01 psf 0.1 :12 or 0.4775 degrees 32 ft 50 ft 6 :12 or 26.565 degrees 50 ft 32 ft 6.2 (24] Note 9 F6 -10 (56] 6.5.4 (28], F6 -1(36) 6.5.4.4 /281 T6 -4 (76] 6.5.5 (28], T6 -1(73] 6.5.6.2 (28] 6.5.6.3 (29] 6.5.7.2 (30] T6 -3 (75] EQ 6- 15(31] V 1.0 WF3 F6 -5 (49] 1 2 3 4 5 6 1E 2E 3E 4E GCpf 0.55 -0.10 -0.45 -0.39 -0.45 -0.45 0.73 -0.19 -0.58 -0.53 Wind Loads Section 6SEI /ASCE 7 -02 Internal Pressure Coefficients 6.5.11.1 [311 Enclosure Classification Enclosed Bldg Internal Pressure Coefficients, GCpi 0.18 +/- External Pressure Coefficients 6.5.11.2 [311 Transverse Direction Roof Pitch Transverse B Dimension Transverse L Dimension Longitudinal Direction Roof Pitch Longitudinal B Dimension Longitudinal L Dimension Ridge Elevation 26 ft Eave Height 17.5 ft Mean Roof Height, h 21.75 ft Least Horizontal Dimension, LHD 32 ft End Zone Dimension, 2a 6.4 ft Basic Wind Speed 6.5.4 [28] Basic Wind Speed 85 mph Directionality Factor, Kd 0.85 Buildings - MWFRS Importance Factor 6.5.5[281 Wind Importance Factor 1.00 Non - Hurricane Prone Regions Exposure 6.5.6 [281 Surface Roughness B Urban, Closely spaced obstructions Wind Exposure Category B Topographic Effects 6.5.7[29] Topographic Factor,Kzt 2.00 (See attached for Kzt determination) Velocity Pressures 6.5.10 [311 Velocity Pres. Exp. Coeff. Kz 0.7 Velocity Pressure, qh 22.01 psf 0.1 :12 or 0.4775 degrees 32 ft 50 ft 6 :12 or 26.565 degrees 50 ft 32 ft 6.2 (24] Note 9 F6 -10 (56] 6.5.4 (28], F6 -1(36) 6.5.4.4 /281 T6 -4 (76] 6.5.5 (28], T6 -1(73] 6.5.6.2 (28] 6.5.6.3 (29] 6.5.7.2 (30] T6 -3 (75] EQ 6- 15(31] V 1.0 WF3 F6 -5 (49] Transverse Direction (front) LEVEL Wall Area Roof Area (Horiz Proj) (sq ft) 0 264 sq ft Osgft sq ft -1 242 sq ft 66 sq ft Transverse Direction (rear) LEVEL Wall Area Roof Area (Horiz Proj) (sq ft) 0 264sgft sq ft Osgft sq ft -1 242 sq ft 66 sq ft Longitudinal Direction (right) LEVEL Wall Area Roof Area (Horiz Proj) (sq ft) 0 168 sq ft 369 sq ft -1 404 sq ft 0 sq ft Longitudinal Direction (Left) LEVEL Wall Area Roof Area (Horiz Proj) (sq ft) 0 168 sq ft 369 sq ft -1 404 sq ft -6.14 sq ft Gcpi (+) 0.18 0.18 0.18 0.18 0.18 0.18 0.18 0.18 0.18 0.18 Pressure,p 8.14 -6.14 -13.80 -12.56 -13.87 -13.87 12.06 -8.15 -16.84 -15.74 Gcpi (-) -0.18 -0.18 -0.18 -0.18 -0.18 -0.18 -0.18 -0.18 -0.18 -0.18 Pressure,p 16.06 1.78 -5.88 -4.64 -5.94 -5.94 19.98 -0.23 -8.91 -7.81 Gcpi (+) 0.18 0.18 0.18 0.18 0.18 0.18 0.18 0.18 0.18 0.18 Pressure,p 4.84 -19.15 -12.11 -10.34 -13.87 -13.87 9.46 -27.51 -15.63 -13.43 Gcpi (-) -0.18 -0.18 -0.18 -0.18 -0.18 -0.18 -0.18 -0.18 -0.18 -0.18 Pressure,p 12.77 -11.23 -4.18 -2.42 -5.94 -5.94 17.39 -19.59 -7.70 -5.50 Design Wind Loads on EnclosZfd and Partially Enclosed Buildings 6.5.321 Low -Rise Building 6.5.12.2.2 [327 Transyserse Direction Longitudinal Direction Wall Areas Main Wind Force Resisting System - Design Loads 1 Direction Controling Load Case 0 - 1 Transverse TA+ 4416 4048 Longitudinal LA- 3630 8728 V 1.0 WF4 Diaphragm 0 roof area (ft floor area (ft story height (ft) wall length (ft) misc load W X 1480 1386 8 275.5 weight (Ibs) 22200 0 11020 33220 Diaphragm -1 roof area (ft`) floor area (ft`) story height (ft) wall length (ft) misc load wX 246 1386 8 295 weight (Ibs) 3690 13860 11800 40370 Earthquake Loads Section SEIIASCE 7 -02 Effective Seismic Weight (psf) roof floor wall 15 10 10 Effective seismic weight at Story (x) Area Base 1 1502 Site Clasification and Criteria Selection 1615, 1616, 1617 USGS Probabilistic Hazard Lookup Link http: / /egdesign.cr.usgs.aov /html /lookup- 2002- interp.html htte://eeint.cruses.gov/eq/html/zipcode.html Short Period Acceleration (0.2 sec SA) Ss 1.4840 F1615(1) [304] 1- Second Acceleration (1.0 sec SA) S 0.5100 F1615(2) [304] Site Class D T1615.1.1 [322] Site Coeffiecient, Fa 1.000 T1615.1.2(1) [323] Site Coeffiecient, Fv 1.500 T1615.1.2(2) [323] Seismic Use Group 1 1616.2 [326] Seismic Importance Factor IE 1.00 T1604.5[272] Seismic Design Category D 1616.3 [326] Seis. Force Resisting System 1. K. T1617.6.2 [334] Response Modification Factor R 6.5 T1617.6.2 [334] Design Spectral Response Acceleration Parameters 1615.1.2/3 [3221 Substitute equations 16 -38 & 16 -39 into 16 -40 & 16 -41 respectively, 2 S DS 3 F a S s Sos = 0.99 EQ 16- 38/40 [322] 2 S D 3 F v S 1 8D1 = 0.51 EQ 16 -39/41 [322] Simplified analysis Procedure, Seismic base shear 1617.5 13311 1.2 •S DS V- R •W V = 13441 Ibs EQ 16- 56[331] Vertical Distribution, Forces at each level 1617.5.2 (332) F - 1.2 S DS . Diaphragm x R x 0 6068 lbs -1 7373 lbs V 1.0 EF5 Diaphragm Force (Ibs) 0 5417 -1 6583 Allowable Stress Design keads For Wood IBC 2003 Design shall resist the applicable Toad combinations of Chapter 16. Shear resistance of diaphragms and shearwalls shall be based on the Principle of Mechanics. Design per Alternative Basic Load Combinations For worse case effect with wind load, L & S shall be zero. Equations 16- 14,16 -15, & 16 -16 become, D + Where w equals 1.3, W equals F of the respective diaphragm, and D shall be multiplied by two- thirds. 1605.3.2 [274] 1609.1.3 (283] For worse case effect with seismic load, L & S shall be zero. Equation 16 -18 controls, 1605.1[273] 0.9 D + E/1.4 , substitute Equation 16 -51 for E (p QE- 0.2SDSD) 0.9 D + , simplify & arrange variables 1.4 (0.9 -0.14 S DS) D+ P QE 1.4 Where QE equals F of the respective diaphragm. Principle of Mechanics Sum the forces in the horizontal direction, diaphragms and shearwalls shall resist, Wind Design Loads, 1.3 F Seismic Design Loads, (p!1.4) F p = 1.25 1617.2.2.2 [331] Sum the moments about the base of a shearwall, overturning shall resist, (v•w)•h - 3 ` D 2 + P•w (v•w)•h - `0.9 -0.14 S DS) I r 2 D + P•w \ / for wind for seismic 2301.2.1[445] 2305.1.1[458] 1605.3.2 [274] 1605.1 [273] V 1.0 DL6 Front to Rear Side to Side Diaphragm Force (Ibs) Force (Ibs) 0 5741 4718 -1 5263 11347 Allowable Stress Design keads For Wood IBC 2003 Design shall resist the applicable Toad combinations of Chapter 16. Shear resistance of diaphragms and shearwalls shall be based on the Principle of Mechanics. Design per Alternative Basic Load Combinations For worse case effect with wind load, L & S shall be zero. Equations 16- 14,16 -15, & 16 -16 become, D + Where w equals 1.3, W equals F of the respective diaphragm, and D shall be multiplied by two- thirds. 1605.3.2 [274] 1609.1.3 (283] For worse case effect with seismic load, L & S shall be zero. Equation 16 -18 controls, 1605.1[273] 0.9 D + E/1.4 , substitute Equation 16 -51 for E (p QE- 0.2SDSD) 0.9 D + , simplify & arrange variables 1.4 (0.9 -0.14 S DS) D+ P QE 1.4 Where QE equals F of the respective diaphragm. Principle of Mechanics Sum the forces in the horizontal direction, diaphragms and shearwalls shall resist, Wind Design Loads, 1.3 F Seismic Design Loads, (p!1.4) F p = 1.25 1617.2.2.2 [331] Sum the moments about the base of a shearwall, overturning shall resist, (v•w)•h - 3 ` D 2 + P•w (v•w)•h - `0.9 -0.14 S DS) I r 2 D + P•w \ / for wind for seismic 2301.2.1[445] 2305.1.1[458] 1605.3.2 [274] 1605.1 [273] V 1.0 DL6 Principle of Mechanics - cont. Where, Free Body Diagram of a ShearWall D SUM TS rABOUT CORNER w Shearwall calculations follow, where, v= shear per linear foot of shearwall w= width of shearwall h= height of shearwall D= resisting dead load centered over shearwall P= resisting dead Toad at end of shearwall h V Total force in the diaphragm above story (x), pounds (Ibs) Percent of V tributary to the shearwalls (SW) in the wall line VD Force from the diaphragm above that transfers to the SWs, Ibs VT„, Force from the SWs above that transfers to the SWs, Ibs VT Total force in the SW's (VD + VT Ibs L Total length of SWs (E w), feet (ft) v Linear force in the SW's (VT pounds per foot (pIf) vF Greater of v induced by wind or earthquake, pif Max T Maximum uplift force of the SWs, Ibs v Greater of v in the sheathing induced by wind per or earthquake per , plf w Width of SW, ft h Height of SW, ft d Tributary distance of roof (used to calculate D) along the width of the SW, ft dra Tributary distance of roof (used to calculate P) adjacent to the width of the SW, ft d Tributary distance of floor (used to calculate D) along the width of the SW, ft d Tributary distance of floor (used to calculate P) adjacent to the width of the SW, ft Tw + , Wind uplift force of the SW above that transfers to the SW, Ibs Tw Wind uplift force of the SW, Ibs Te + , Earthquake uplift force of the SW above that transfers to the SW, Ibs Te Earthquake uplift force of the SW, Ibs V 1.0 DL7 Wall Line Story (x) Direction ` afn9 SW Dimensions Trib t adDead JVind Uplift Earthquake Uplift 1 F -R v w h d dra df dfa Twx +1 Twx Tex +1 Tex WIND E -QUAKE 102 5.83 8 16 42 107 VTx +1 % of V I 11.0% I 11.0% VD x VT x L v VF Max T 486 596 485.7748 595.9157 5.83 83 102 102 42 107 Wall Line Story (x) Direction Sheathing Shear SW Dimensions Tributary Dead Loads Wind Uplift Earthquake Uplift 2 F -R v w h d d d dfa Twx +1 Twx Tex +1 Tex WIND E -QUAKE 257 10.54 8 13 705 952 VTx +1 % of V ( 50.0% I 50.0% VD 2208 2709 VT 2208.067 2708.708 L 10.54 v 209 257 VF 257 Max T 705 952 Wall Line Story (x) Direction Sheathing Shear SW Dimensions T ibutary Dead - Loads Wind Uplift Earthquake Uplift 3 F -R v w h d dra df dfa Twx +1 Twx Tex +1 Tex VT x +1 WIND E -QUAKE 138 15.33 8 488 636 % of V ` 39.0% I 39.0% VD 1722 2113 VT 1722.292 2112.792 1 15.33 v 112 138 VF 138 Max T 488 636 Wall Line Story (x) Direction Sheathing Shear SW Dimensions T ibutary Dead Loads Wind Uplift Earthquake Uplift 4 _ F -R v w h d d df dfa Twx +1 Twx Tex +1 Tex WIND E -QUAKE VT +1 %ofV VD VT L v VF Max T V 1.0 FR8 Wall Line Story (x) Direction Sh - 'ing ar SW Dimensions Tributary Dead Loads 1 Uplift Earthquake Uplift 1 -1 F -R v W h d dra dr dfa Twx +i Tw Te +i Te VTx +1 WIND E -QUAKE 485.7748 595.9157 62 19.17 8 17 42 -1755 107 -1842 % of V I 9.0% I 9.0% VD, VT x L v VF Max Tx 364 593 850.1059 1188.423 19.17 44 62 62 Wall Line Story (x) Direction Sheathing Shear SW Dimensions Tributary Dead Loads Wind Uplift Earthquake Uplift 2 -1 F -R v. w h d d df df Tw +t Tw Tex +f Te WIND E -QUAKE 261 12.00 8 17 0.7 705 829 952 1474 VTx +1 2208.067 2708.708 261 8.00 8 11 0.7 705 1528 952 2269 % of V I 38.0% I 38.0% VD 1538 2502 VT 3746.354 5210.406 L 20.00 v 187 261 v 261 Max T 1,528 2,269 Wall Line Story (x) Direction Sheathing Shear SW Dimensions Tributary Dead Loads Wind Uplift Earthquake Uplift 3 -1 F -R v. w h d d d d Twx +t Twx Tex +1 Te WIND E -QUAKE VT +1 1722.292 2112.792 384 3.38 8 17 0.7 488 1921 636 2790 % of V I 42.0% I 42.0% 324 11.66 8 17 0.7 488 973 636 1712 VD x VT, L v VF Max T 1700 2765 3422.504 4877.826 15.04 228 324 324 1,921 2,790 Wall Line Story (x) Direction Sheathing Shear SW Dimensions Tributary Dead Loads Wind Uplift Earthquake Uplift 4 -1 F -R V w h d d d dm Twx +f Twx Tex +f Te WIND E -QUAKE 91 8.00 8 231 480 VT +f % of Vx I 11.0% I 11.0% VD, 445 724 VT, 445.2936 724.1757 L 8.00 v 56 91 VF 91 Max T 231 480 V 1.0 FR9 Wall Line Story (x) Direction Sti wing Shear SW Dimensions Tributary Dead Loads tnd Uplift Earthquake Uplift A _ S -S v W h d dra df dfa Twx +1 Tw Te +1 Te WIND E -QUAKE 129 21.00 8 1.5 2.5 -130 98 VTx +1 % of V ( 50.0% I 50.0% VD x VT x L v VF Max T 1815 2709 1814.799 2708.708 21.00 86 129 129 98 Wall Line Story (x) Direction Sheathing Shear SW Dimensions Tributary Dead Loads Wind Uplift Earthquake Uplift B S -S v W h d dra d d Twx +1 Twx Tex +1 Tex WIND E -QUAKE 401 3.00 8 2 1503 2282 Vi +1 401 3.00 8 2 1503 2282 401 3.00 8 2 1503 2282 % of V I 50.0% I 50.0% VD 1815 2709 VT 1814.799 2708.708 L 9.00 v 202 301 vF 301 Max T 1,503 2,282 Wall Line Story (x) Direction Sheathing Shear SW Dimensions Tributary Dead Loads Wind Uplift Earthquake Uplift C _ S -S v W h d dra df dfa Twx +1 Twx Tex +1 Tex WIND E -QUAKE V +1 % of V ( I VD VT L v VF Max T Wall Line Story (x) Direction Sheathing Shear SW Dimensions T ibutary Dead Loads Wind Uplift Earthquake Uplift D _ S -S v W h d dra df dfa Twx +1 Twx Tex +1 Tex WIND E -QUAKE VTx +1 %ofVx l I VD VT L v VF Max T V 1.0 SS1 0 Wall Line i Story (x) Direction r ), SW Dimensions Tributary dDead �,,d Uplift Earthquake Uplift A - 1 SS v$ W h d d d dra Twx +f Tw TeX +f Te WIND E -QUAKE 245 5.66 8 2 1625 98 1821 VT +1 1814.799 2708.708 245 12.92 8 2 1358 98 1517 % of V I 28.0% I 28.0% VD, 2444 1843 VT, 4258.727 4552.064 L 18.58 v 229 245 v F 245 Max T 1,625 1,821 Wall Line Story (x) Direction Sheathing Shear SW Dimensions Tributary Dead Loads Wind Uplift Earthquake Uplift B _ -1 S -S v w h d d d df Twx +i Tw Te +1 Te WIND E -QUAKE 2708.708 521 10.50 8 1.5 12 1503 4896 2282 5563 VTx +1 1814.799 % of V I 42.0% I 42.0% VD 3666 2765 VT 5480.692 5473.742 L 10.50 v 522 521 VF 522 Max T 4,896 5,563 Wall Line Story (x) Direction Sheathing Shear SW Dimensions Tributary Dead Loads Wind Uplift Earthquake Uplift C - 1 _ S - S v w h d d d d Twx +1 Tw Tex +f Te WIND E -QUAKE 277 5.00 8 2 8 2 2561 1789 VT +f % of V I 21.0% I 21.0% VD VT L v vF Max T 1833 1383 1832.947 1382.517 5.00 367 277 367 2,561 1,789 Wall Line Story (x) Direction Sheathing Shear SW Dimensions T ibutary Dead Loads Wind Uplift Earthquake Uplift D - 1 S - S v w h d d d d Tw +1 Tw Tex +1 Te VT +1 WIND E -QUAKE 144 2.00 5.833 4 698 501 144 2.00 5.833 4 698 501 144 2.00 5.833 11 651 448 % of Vx I 9.0% 1 9.0% Vo 786 593 VT 785.5485 592.5074 L 6.00 v 131 99 VF 131 Max T 698 501 V 1.0 SS11 I Fasteners and Spacing Shearwall ID Established SW Capacities 16d Nails [1] 142.4 Ibs 16d slant 118.2 Ibs nails [2] Simpson A35 450 Ibs [3] Simpson 595 Ibs LTP4 [4] Simpson 130 Ibs H2.5 [5] sql Sib [9] 'EH uosdw!S Simpson DTC 210 Ibs [ Simpson LS50 421.2 Ibs w/ H2.5 at 24oc 1/2" dia AB 912 Ibs ' (2x Plate) [8] 5/8" dia AB 1328 Ibs (2x Plate) [9] i /z" ma Ali (3x Plate) 1120 tbs rim 5/b" cia Ali (3x Plate) 1664 Ibs ri 11 < CO V CI W 150 11 9 36 47 10 33 16 61 72 106 89 133 207 8 6 26= 34 7 24 12 36 52 76 64 96 265 6 5 20 26 5 18 9 25 41 60; 50 75 332 5 4 16 21 4 15 7 19 32 8 % 40 60 350 4 4 15 20 4 14 7 17 31.,,., 38 57 450 3 3 12 15 3 11 5 13 12 17 29 44 600 2 2 9 11 2 8 4 9 9 13 22 33 780 2 1 6 9 2 6 3 7 17 25 900 1.5 1 6 � 7 1 5 2 6 14 22 935 15 "; 1 5 7 1 5 2 5 14 21 1190 1.0 1 4.5 6 1 4 2 4 11 16 Shearwall Capacities from Table 2306.4.1 Allowable Shear MINIMUM NOMINAL PANEL THICKNESS (inch) Nail or Staple size DF HF 6 241 7/16" 8d @ 6 "oc 260 241 6 4 350 7/16" 8d @ 4 "oc 380 353 4 3 455 7/16" 8d @ 3 "oc 490 455 3 2 595 7/16" 8d @ 2 "oc 640 595 2 706 7/16" BOTH SIDES 8d @ 4 "oc 760 706 44 911 7/16" BOTH SIDES 8d @ 3 "oc 980 911 33 1190 7/16" BOTH SIDES 8d @ 2 "oc 1280 1190 22 g. Values apply to all- d. Shears are veneer plywood. permitted to Thickness at point of be increased a. G =0.43 fastening on panel to values [1- (0.5- 0.43)] edges governs shear shown for = 0.93 values. 15/32 -inch sheathing... Shear Transfer Conn tions Shear Transfer Notes [1] TABLE 11N [pg97 03NDS] Z =89 Ibs for a 16d box nail (D= 0.135) in Hem -Fir G =0.43 and multiplied by the Toad duration factor TABLE 10.3.1 [pg58 03NDS] for wind /earthquake which is C =1.6 found in TABLE 2.3.2 [pg9 03NDS] [2] Value from note 1 then multiplied by the Toe -Nail Factor SECTION 11.5.4 [pg78 03NDS] for nominal lateral design values C =0.83 [3] the A35 is used in loading condition 4 in an Fl direction of load according to Simpson designations for SPF /HF Lateral(133 /160) Z =450 Ibs [pg146 C -2005] [ [5] for SP5F/HF Lateral(133 /160) Z =130 Ibs [pg142 C -2005] [6] the H1 is used in an F1 loading according to Simpson designations for SPF /HF Lateral(133 /160) Z =415 Ibs [pg142 C -2005] [7] the DTC is used in an F2 loading according to Simpson designations for SPF /HF Lateral(133 /160) Z =210 Ibs [pg112 C -2005] [8] TABLE 11E [pg85 03NDS] Z =570 lbs for a 1/2" diameter bolt in 1 -1/2" side member of Hem - Fir G =0.43 and multiplied by the load duration factor TABLE 10.3.1 [pg58 03NDS] for wind /earthquake which is C =1.6 found in TABLE 2.3.2 [pg9 03NDS] Sill plates resisting a design load greater than 350 plf shall not be less than a 3 -inch nominal member. Exception: With design load less than 600pIf the sill plate is permitted to be a 2 -inch nominal member if the sill plate is anchored by two times the number of bolts requiredby design. [9] TABLE 11E [pg85 03NDS] Z =830 Ibs for a 5/8" diameter bolt in 1 -1/2" side member of Hem - Fir G =0.43 and multiplied by the load duration factor TABLE 10.3.1 [pg58 03NDS] for wind /earthquake which is C =1.6 found in TABLE 2.3.2 [pg9 03NDS] Sill plates resisting a design Toad greater than 350 plf shall not be less than a 3 -inch nominal member. Exception: With design load less than 600pIf the sill plate is permitted to be a 2 -inch nominal member if the sill plate is anchored by two times the number of bolts requiredby design. [10] TABLE 11E [pg85 03NDS] Z =700 Ibs for a 1/2" diameter bolt in 2 -1/2" side member of Hem - Fir G =0.43 and multiplied by the load duration factor TABLE 10.3.1 [pg58 03NDS] for wind /earthquake which is C =1.6 found in TABLE 2.3.2 [pg9 03NDS] [11] TABLE 11E [pg85 03NDS] Z =1040 Ibs for a 5/8" diameter bolt in 2 -1/2" side member of Hem -Fir G =0.43 and multiplied by the load duration factor TABLE 10.3.1 [pg58 03NDS] for wind /earthquake which is Cp =1.6 found in TABLE 2.3.2 [pg9 03NDS] HOLDOWN SCHEDULE FLOOR -TO -SILL & WALL *3 HOLDOWN / STRAP FASTENERS FOUNDATION ANCHOR COMMENTS * STHD14 /14R] 38/30 -16d sinker N/A A MSTC4Q 36 -16d sinker N/A equal number of nails to both connected elements 0 HDU8- SDS2.5 20- SDS SSTB28 *LS50 @ 18 "oc *4b 16d @ 4 "oc C 5 /s" 0 @ 16 "oc or 1/2 "0 Cal 12 "oc *A35 @ 12 "oc *LS50 @ 12 "oc *4b 16d @ 3"oc D 5 /8 "0 @ 12 "oc or 1/2"0 Car "oc *A35 @ 8 "oc SILL -TO - FOUNDATION *1 FLOOR -TO -SILL & WALL *3 ROOF -TO -WALL *4 WALL BASE PLATE *7 CALL OUT 5 /5"! @ 60 "oc or 1 /2 "Q a( 60 "oc *A35 @ 36 "oc *3a *H1 @ 24 "oc *4a 16d @ 10 "oc A 5 /8 "0 @ 60 "oc or 1/2 "0 Cal 40 "oc *A35 @ 20 "oc *LS50 @ 24 "oc *4b 16d @ 6 "oc B 5 /8 "0 @ 48 "oc or 1/2 "0 Cal 32 "oc *A35 @ 16 "oc *LS50 @ 18 "oc *4b 16d @ 4 "oc C 5 /s" 0 @ 16 "oc or 1/2 "0 Cal 12 "oc *A35 @ 12 "oc *LS50 @ 12 "oc *4b 16d @ 3"oc D 5 /8 "0 @ 12 "oc or 1/2"0 Car "oc *A35 @ 8 "oc *LS50 @ soc *4b 16d @2 "oc E SHEARWALL SCHEDULE 1 Anchor bolts embedded at least 7 ", or expansion anchors embedded at least 4 ". See detail SWB. 2 3x, 2 -2x (lamination connection same as WALL -TO- FLOOR), or greater sill plate required. 3 See detail SWF. Connections vary depending on condition. 3a Substitute 16d slant nails @ 8 "oc for *A35. 4 See detail SWR. Letter designations a, b, & c refer to specific conditions. For gable -end roof connections see detail SWF. 5 Abutting panel edges require a 2 -2x (lamination connection same as WALL BASE PLATE), 3x, or greater stud. 6 Perforated shearwalls require shear nailing above and below openings. 7 See detail SWB. TK -6 -39092 (PSW) *6 SHEAR FLOW CONNECTIONS / SPACING S V 1.0 WALL SHEATHING CALL OUT SHEATHING THICKNESS EDGE NAILS 6 7/16" 8d @ 6 "oc 4 7/16" 8d © 4 "oc 3 7/16" *5 8d @ 3 "oc 2 7/16" *5 8d @ 2 "oc SHEARWALL SCHEDULE 1 Anchor bolts embedded at least 7 ", or expansion anchors embedded at least 4 ". See detail SWB. 2 3x, 2 -2x (lamination connection same as WALL -TO- FLOOR), or greater sill plate required. 3 See detail SWF. Connections vary depending on condition. 3a Substitute 16d slant nails @ 8 "oc for *A35. 4 See detail SWR. Letter designations a, b, & c refer to specific conditions. For gable -end roof connections see detail SWF. 5 Abutting panel edges require a 2 -2x (lamination connection same as WALL BASE PLATE), 3x, or greater stud. 6 Perforated shearwalls require shear nailing above and below openings. 7 See detail SWB. TK -6 -39092 (PSW) *6 SHEAR FLOW CONNECTIONS / SPACING S V 1.0 R • Tukwila doc. A -001 Created on 10/19/2007 Revised Tukwila City Bulletin W.S.E.C. Section 502.1.6 Moisture Control PERMIT NO. .PD - " '4 Project A vapor retarder is a layer of material placed over the warm side of insulation to limit the transport of water and water vapor movement through exterior walls, ceilings and floors. To meet energy code requirements, vapor retarders need to be rated at not more than 1.0 perm dry cup or less. Components of a house that require a vapor retarder are: • Floors - Floors between heated and unheated spaces are required to have an installed vapor retarder. Floor decking of inch tongue and groove exterior plywood and exterior grade O.S.B. both meet the vapor retarder requirements. • Walls - Walls separating heated from unheated space are required to have an installed vapor retarder on the side (warm side in winter). • Ceilings - Ceilings where there is an average of less than 12 inches of ventilated area above the insulation, an installed vapor retarder is required. Construction documents shall specify the proposed method for providing a vapor retarder in each of the above building components. *Please check which type of insulation method will be used for the project and return this bulletin with the permit application. Recognized method are as follows: ❑ Kraft or Foil Faced Insulation: Facing material must be stapled directly to the face of the studs. (i.e. to 2x edges not the side of studs) ❑ 4 -Mil or thicker Polyethylene or craft faced material: Polyethylene of craft faced material shall be stapled to the framing, with seams overlapped 6- inches and taped. Electrical boxes and other penetrations to be tight fitted and sealed around openings. Vapor retarding paint: Vapor retarding paint listed to provide transmissivity of not more than 1.0 perm dry cup rating. (See Affidavit attached to bulletin) If vapor retarding paint is specified as a vapor retarder for walls and ceilings, the following conditions shall be required for the builder: 9 Complete Contractor's affidavit and submit with building permit application. (A form is included with the permit packet) 9 A red stamped copy of the affidavit shall remain with the permit at the job site and shall be kept available for building final inspection. FILE COPY RETURN THIS FORM WHEN COMPLETED AFFIDAVIT FOR CONTRACTOR VAPOR RETARDER VERIFICATION Project T — (1 Address 56 S . P/1I4EA cRIVt (Building Contractor) I -VU-- e I—o£ , I J C- , states as follows: [please print] Contractor Registration No. flDW'.LFLT 9 KO 1. I understand it shall be my responsibility to verify and guarantee that the vapor retarder applied on this building shall meet industries standards and the Washington State Energy Code which requires vapor retardant primer with not less than (1.0) perm dry cup rating. 2. I hereby agree that the vapor retarding paint must be installed in accordance with the coverage requirements and manufacture's recommendations in order to provide the vapor retarding performance of the manufacturer's listing. 3. I understand that quality control of the painted vapor retarder is not a required inspection under the Washington State Energy Code and therefore the City of Tukwila shall be held harmless for improper installation of the vapor retarder. 4. By choosing to use perm rated paint as a vapor retarder, I understand and hereby agree to accept responsibility for the performance of the vapor retarder when failure thereof is related to poor workmanship or improper application or both. I have read the declarations stated above and accept the conditions stated therein. Contractor (print name)= Signatur Date 02 kn./ Tukwila doc. A -002 Created on 10/19/2007 Revised CITY OF TUKWILA 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 PERMIT NO.: 0177 — '1' Title cm/swam tv Cow , N 14-71-1jL- ONE COPY FOR JOB SITE ONE TO REMAIN IN PERMIT FILE January 10, 2008 Mr. Bill Rambo Permit Technician City of Tukwila 6300 Southcenter Boulevard, Suite 100 Tukwila, Washington 98188 Subject: Permit Ap D07 -441 TK- 6/5427 Pamela Drive Dear Mr. Rambo: The plans have been revised to address Brandon Miles' December 26, 2007 comments. The building envelop did reflect a 2 -foot second floor overhang. The revised plans show the overhang in a dashed line with the appropriate setback for clarity. We understand there are no other outstanding comments. Sincerely, Duncanson Company, Inc. Harold M. Duncanson, P.E. President CC: Jonathan Ramos DUNCANSON Company, Inc. 145 SW 155th Street • Suite 102 • Seattle, Washington 98166 Phone 206.244.4141 • Fax 206244.4455 • Web www.duncansonco.com CIVIL ENGINEERING DC1 07840 January 3, 2008 Todd Powell PO Box 98309 Des Moines WA 98198 RE: CORRECTION LETTER #1 Development Permit Application Number D07 -441 Powell Homes Lot TK6 — 5724 Pamela Rd S Dear Mr. Powell, 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 Planning Department. At this time the Building, Fire, and Public Works Departments have no comments. Planning Department: Brandon Miles, at 206 431 -3684, if you have questions regarding the attached 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) 431 -3670. Bill Rambo Permit Technician encl File No. D07 -441 City of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director P:\Pern it Center\Correction Letters \2007007-441 Correction Ltr #1.DOC wer 6300 Southcenter Boulevard. Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 DATE: CONTACT: RE: ADDRESS: ZONING: December 26, 2007 Todd Powell D07 -441 5724 Pamela Dr S LDR PLANNING DIVISION COMMENTS The Planning Division of DCD has reviewed the above permit application. The application as submitted cannot be approved. 1. Clarify the front setback. Is the 20 feet being measured to the foundation or the 2 floor overhang? If the 20 feet is to the foundation the home does not meet setbacks. Only a roof overhang, not greater than 18 inches may extend into the setback area. December 6, 2007 Todd Powell PO Box 98309 Des Moines WA 98198 RE: Letter of Incomplete Application # 1 Development Permit Application D07 -441 Powell Homes, Lot TK6 — 5724 Pamela Dr S Dear Mr. Powell, This letter is to inform you that your permit application received at the City of Tukwila Permit Center on November 30, 2007 is determined to be incomplete. Before your application can continue the plan review process the following items from the following department need to be addressed: Building Department: Allen Johannessen at 206 433 -7163 if you have any questions concerning the attached comments. Fire Department: Alan Metzler at 206 575 -4407 if you have any questions concerning the following comment. 1. Indicate location of nearest fire hydrant; must be within 150 feet of house via vehicular travel. Please address the comment above in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that four (4) sets of revised plans, specifications and/or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at the Permit Center at (206) 431 -3670. Sincerely, ifer Marshall it Technician EncWsures File: D07 -445 P:\Permit Center\Incomplete Letters\2007\D07 -441 Incomplete Ltr #1.DOC jem bow City of Tukwila 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 Determination of Completeness Memo Date: December 4, 2007 Project Name: Powell Homes Lot TK -6 Permit #: D07 -441 Plan Review: Allen Johannessen, Plans Examiner Tukwila Building Division Allen Johannessen, Plan Examiner The Building Division has deemed the subject permit application incomplete. To assist the applicant in expediting the Department plan review process, please forward the following comments. (GENERAL NOTE) PLAN SUBMITTALS: (Min. size 11x17 to maximum size of 24x36; all sheets shall be the same size). (If applicable) Structural Drawings and structural calculations sheets shall be original signed wet stamped, not copied.) 1. Provide a benchmark elevation point with additional clarification to identify elevations relative to street, lot and building elevations, and to show fmish grade provides adequate slope away from the building. 2. Identify location of attic access on the plan. Attic space access shall be located at a point to allow 30 inch minimum unobstructed headroom in the attic space at some point above the access opening. (IRC R408.4 & R807.1) Should there be questions concerning the above requirements, contact the Building Division at 206 -431 -3670. No further comments at this time. ACTIVITY NUMBER: D07 -441 DATE: 01 -15 -08 PROJECT NAME: SITE ADDRESS: POWELL HOMES LOT TK6 5724 PAMELA RD S Original Plan Submittal Response to Incomplete Letter # X Response to Correction Letter # 1 Revision # After Permit Issued DEPARTMENTS: Building Division Public Works PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: Documents/routing slip.doc 2 -28-02 TUES/THURS ROUT NG: Please Route Structural Review Required REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: Incomplete ❑ DATE: DATE: P PI nning Division jr Permit Coordinator E DUE DATE: 01 -17-08 Not Applicable ❑ Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: No further Review Required DUE DATE: 02 -14 -08 Approved ❑ Approved with Conditions E61 Not Approved (attach comments) r Notation: REVIEWER'S INITIALS: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: ACTIVITY NUMBER: D07 -441 DATE: 12 -18 -07 PROJECT NAME: - POWELL HOMES, LOT TK6 SITE ADDRESS: 5724 PAMELA RD S Original Plan Submittal X Response to Incomplete Letter # 1 Response to Correction Letter # Revision # After Permit Issued DEPARTMENTS: 40 .I2 1 ui ing Division ublic Wor s DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 12 -20 -07 Complete TUESJTHURS ROJJTING: Please Route APPROVALS OR CORRECTIONS: Documents/routing slip.doc 2-28-02 `PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP ' (f A100 a2 _16-01 Fire Prevention i1 Structural ❑ Incomplete Structural Review Required 6temit4 1 Planning Division Permit Coordinator X Not Applicable Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: ❑ No further Review Required REVIEWER'S INITIALS: DATE: DUE DATE: 01 -17 -08 Approved ❑ Approved with Conditions ❑ Not Ap proved (attach comments) Notation: REVIEWER'S INITIALS: DATE: C Permit Center Use Only 2 CORRECTION LETTER MAILED: - J"0 ^ S Departments issued corrections: Bldg ❑ Fire ❑ Ping t6 PW ❑ Staff Initials: td— DEPARTMENTS: itil/ On Bu taing 6,074 Public Works Complete Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: Departments determined incomplete: Bld REVIEWER'S INITIALS: PLAN P �E VI E W %ROUT SLIP ACTIVITY NUMBER: D07 -441 DATE: 11 -30 -07 PROJECT NAME: POWELL HOMES LOT TK -6 SITE ADDRESS: 5724 PAMELA DR S X Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # After Permit Issued x Fire Prevention �1 Structural ❑ DETERMINATION OF COMPLETENESS: (Tues., Thurs.) ❑ Incomplete APPROVALS OR CORRECTIONS: Planning Division Permit Coordinator DUE DATE: 12-04-07 Not Applicable LETTER OF COMPLETENESS MAILED: Fire :i Ping ❑ PW ❑ Staff Initials: TUES/THURS ROUTING: Please Route ❑ Structural Review Required ❑ No further Review Required DATE: DUE DATE: 01 -01 -08 r71 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: Documents/routing slip.doc 2 -28-02 DATE: City of Tukwila REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: Plan Check/Permit Number: D07 -441 ❑ 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: Powell Homes Lot TK6 Project Address: 5724 Pamela Rd S Contact Person: Todd Powell Summary of Revision: aite1i t -7�� Pt =-di PI'�V fivtl.'T Ot•T M ./%-!'T • Sheet Number(s): C • 1 "Cloud" or highlight all areas of revision including date of revi ion Received at the City of Tukwila Permit Center by: 14 Entered in Permits Plus on \applications\forms- applications on Iine\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: 224 Steven M. Mullet, Mayor Steve Lancaster, Director n4 ECG rVep JA N 1 2008 cENTEFi Date: 2)1 1 v 7 City of Tukwila REVISION SUBMITTAL 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 # ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: Powell Homes, Lot TK6 Project Address: 5724 Pamela Rd S Contact Person: -ab }-/9h4 pm-ton-5 Phone Number: C?CYo g2- g 0 -0 j Summary of Revision: I.? DI GA t—© c../247t 01,1 of •7 f C / U P. sT -Ft are j�`TT l fi A —GL S frrJ1 C 1Ai4 - r�{G �t 'rt o &, 4 ,1 Sheet Number(s): G l • 1 , "Cloud" or highlight all areas of revision including date o revision I Received at the City of Tukwila Permit Center by: Er Entered in Permits Plus on [ -` . 9 —0 \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 Plan Check/Permit Number: D07 -441 Steven M. Mullet, Mayor Steve Lancaster, Director RECEIVEn CRY OF TBKWILA ►DEC 18 2007 PERMIT Reference Number(s) of Related Document(s): D07 -441 Grantor: Powell Homes, Inc., a Washington State Corporation Grantee: CITY OF TUKWILA, a municipal corporation of King County, Washington Work Location: Abbreviated Work Description: Indemnification and Hold Harmless and Permit Temporary in Nature Along S. Pamela Drive, adjacent to 5724 S. Pamela Drive. Work within the City Right -of -Way, including driveway access, utilities, and undergrounding of power. NOW, THEREFORE, the parties agree as follows: The Permittee shall indemnify, defend and hold harmless the City, its officers, agents and employees, from and against any and all claims, losses or liability, including attorney's fees, arising from injury or death to persons or damage to property occasioned by any act, omission or failure of the Permittee, its officers, agents and employees, in using the City's right -of -way under this permit. This indemnification and hold harmless shall not apply to any damage resulting from the sole negligence of the City, its agents and employees. To the extent any of the damages referenced by this paragraph were caused by or resulted from the concurrent negligence of the City, its agents or employees, this obligation to indemnify, defend and hold harmless is valid and enforceable only to the extent of the negligence of the Permittee, its officers, agents, and employees. Further, the right -of -way permit herein is wholly of a temporary nature and it vests no permanent right to use whatsoever to the Permittee. }TNESS WHERE F, said individuals have caused this instrument to be executed this Z- / day of I�G , 200 STATE OF WASHINGTON) )ss. County of King ) I certify that I know or have satisfactory evidence that -1 �'a �--�- is the person who appeared before me, and said person acknowledged that he /she signed this instrument, on oath stated that he /she was authorized to execute the instrument and acknowledged it as the Q ¢c" t is ' r of P w So , * b✓c , a corporation, to be the free and voluntary act of such party for the uses and purposes mentioned in this instrument. Dated ft,p zt, -z-g:".025 Property Owner / Authorized Signature eab H1-'1/4-) $ i -14-% Og Notary Public in and for the State of Washington residing at ,acv2_,..)+? -w My appointment expires /v/' //o DATED this GRANTEE: By: Print Name: Its: day of F _tal r � '!�' , 20 CITY of TUKWILA c>totc.____k% James Morrow Public Works Director STATE OF WASHINGTON) )SS. COUNTY OF KING ) On this day, before me personally appeared JIM MORROW to me known to be the PUBLIC WORKS DIRECTOR for the City of Tukwila, and executed this instrument on behalf of the City of Tukwila in his capacity as PUBLIC WORKS DIRECTOR and acknowledged that he is authorized to do so at his free and voluntary act and deed, for the uses and purposes therein mentioned. IN WITNESS WHEREOF, I have hereunto set my hand and official seal the day and year first above written. Name: NOTARY PUBLIC, in and for the State of Washington, residing at My commission expires: 0_57—?9-/O License Information License POWELBI949KD Licensee Name POWELL BUILDERS INC Licensee Type CONSTRUCTION CONTRACTOR UBI 602565801 Ind. Ins. Account Id 21850702 Business Type CORPORATION Address 1 PO BOX 98309 Address 2 City DES MOINES County KING State WA Zip 98198 Phone 2068248001 Status ACTIVE Specialty 1 GENERAL Specialty 2 UNUSED Effective Date 5/4/2006 Expiration Date 5/4/2008 Suspend Date Separation Date Parent Company Previous License POWELHB121K3 Next License Associated License Bond Information Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date #1 DEVELOPERS SURETY & INDEM CO 576586C 02/13/2006 Until Cancelled 512,000.00 05/04/2006 Business Owner Information Name Role Effective Date Expiration Date POWELL, TODD E PRESIDENT 05/04/2006 POWELL, BROOKS B SECRETARY 05/04/2006 Look Up a Contractor, Electrician or Plumber License Detail Page 1 of 2 Washington State Department of Labor and Industries General/Specialty Contractor A business registered as a construction contractor with L &I to perform construction work within the scope of its specialty. A General or Specialty construction Contractor must maintain a surety bond or assignment of account and carry general liability insurance. https: // fortress. wa. gov /lni/bbip /printer.aspx ?License= POWELBI949KD 02/27/2008 DRAWN: KCF DCI NO: 07840 DATE: 11 /14/07 1 of wAS r r r ' J 3 I. r ' 1/i . =. + 4 i • OVAL EXPIRES 7 -3 -09 01 1 OF 1 SHEETS 0 2" CLASS B ACP 4" CRUSHED ROCK 5' CB PROTECTION, TYP. PER DETAIL 1 z 0 0 a cQ 6 "PVC SDR -35 ©2% MIN, TYP. CONNECT TO EXIST 6" SIDE SEWER PER CITY OF TUKWILA STANDARDS 2% 17' DISPERSION TRENCH, TYP. PER DETAIL 4 1 1 1 1 1 1 1'` 1 1 N FIRE HYDRANT. ±125 FEET AWAY FROM HOUSE VIA VEHICULAR TRAVEL. COMPACTED SUBGRADE DRIVEWAY CROSS SECTION GRATE CATCH BASIN NOT TO SCALE STD STRENGTH FILTER FABRIC NOTES ONLY TO BE USED WHERE PONDING ABOVE CATCH BASIN WILL NOT IMPACT TRAFFIC AND WHERE OVERFLOW WILL NOT ERODE SLOPES OR EXPOSED SOIL. FOR THRU -CURB INLETS, PLUG CURB OPENING WITH STRAW OR BRICKS TO PREVENT WATER FROM ENTERING CATCH BASIN. CATCH BASIN PROTECTION NOT TO SCALE gy p, "O *1_ - s ? CATCH BASIN RIM =21.44 IE= 16.62 12" LCPE (NE) IE= 16.64 12" LOPE (W) SITE BENCHMARK _x 10' DRIVEWAY PER DETAIL A INSTALL CULVERT IF DITCH IS PRESENT PER ROAD STANDARDS 23' REFER TO SECTION D.4.4.1 OF THE KING COUNTY SWDM FOR ADDITIONAL INFORMATION CLEARING LIMITS, TYP. FILTER FENCE PER DETAIL 3 TEMPORARY STOCKPILE LOCATION 0 O i (0 7 IT IS RECOMMENDED THAT THE c�• ENTRANCE BE CROWNED SO THAT ° c 9„ ." RUNOFF DRAINS OFF THE PAD 22707 NOT TO SCALE CONNECT TO EXIST WATER METER PER CITY OF TUKWILA STANDARDS 20' CONSTRUCTION ENTRANCE PER DETAIL 2 These plans have been reviewed by the Public V Depai twent for conformance with current City standards. Acceptance is subject to errors and emissions which do not authorize violations of adopted standards or ordinances. The responsibility for the adequacy of the design rests totally with the designer. Additions, deletions or revisions to these drawings after this date will void this acceptance and will require a resubmittal of revised drawings for subsequent approval. Final acceptance is subject to field inspection by the Public Works utilities inspector. Date: By: CONSTRUCTION ENTRANCE TK -6 / PAMELA DRIVE GENERAL NOTES o PER KING CO. ROAD STANDARDS, DRIVEWAYS SHALL BE PAVED TO THE EDGE OF R/W PRIOR TO INSTALLING CONSTRUCTION ENTRANCE TO AVOID DAMAGING PAVEMENT EDGE. CROWN ENTRANCE TO DRAIN. 1. LOCATIONS SHOWN FOR EXISTING UTILITIES ARE APPROXIMATE. 2. NOTIFY THE UTILITIES AT LEAST 48 HOURS BEFORE STARTING PROJECT SITE WORK, NOTIFY THE UTILITIES INSPECTOR AT 206-433-0179. 3. REQUEST A PUBLIC WORKS UTILITY INSPECTION AT LEAST 24 HOURS IN ADVANCE BY CALLING 206 - 433 -0179. 4. THE CONTRACTOR ASSUMES SOLE RESPONSIBILITY FOR WORKER SAFETY, AND DAMAGE TO STRUCTURES AND IMPROVEMENTS RESULTING FROM CONSTRUCTION OPERATIONS. 5. THE CONTRACTOR SHALL HAVE THE PERMIT(S) AND CONDITIONS, THE APPROVED PLANS, AND A CURRENT COPY OF CITY OF TUKWILA DEVELOPMENT GUIDELINES AND DESIGN AND CONSTRUCTION STANDARDS AVAILABLE AT THE JOB SITE. 6. ALL WORK SHALL CONFORM TO THESE APPROVED DRAWINGS. ANY CHANGES FROM THE APPROVED PLANS REQUIRE PRE - APPROVAL FROM THE OWNER, THE ENGINEER, AND THE CITYOF TUKWILA. 7. ALL METHODS AND MATERIALS SHALL MEET CITY OF TUKWILA DEVELOPMENT GUIDELINES AND DESIGN AND CONSTRUCTION STANDARDS, UNLESS OTHENNISE APPROVED BY THE PUBLIC WORKS DIRECTOR. 8. CONTRACTOR SHALL MAINTAIN A CURRENT SET OF RECORD DRAWINGS ON -SITE. 9. CONTRACTOR SHALL PROVIDE RECORD DRAWINGS PRIOR TO PROJECT FINAL APPROVAL. 10. PROVIDE TRAFFIC CONTROL AND STREET MAINTENANCE PLAN FOR PUBLIC WORKS APPROVAL BEFORE IMPLEMENTATION. 11. ALL SURVEYING FOR PUBLIC FACILITIES SHALL BE DONE UNDER THE DIRECTION OF A WASHINGTON LICENSED LAND SURVEYOR. VERTICAL DATUM SHALL BE NAVD 1988. HORIZONTAL DATUM SHALL BE NAD 83/91. FOR PROJECTS WITHIN A FLOOD CONTROL ZONE, THE PERMITTEE SHALL PROVIDE CONVERSION CALCULATIONS TO NGVD 1929. 12. REPLACE OR RELOCATE ALL SIGNS DAMAGED OR REMOVED DUE TO CONSTRUCTION. 13. RETAIN, REPLACE OR RESTORE EXISTING VEGETATION IN RIGHTS -OF -WAY, EASEMENTS, AND ACCESS TRACTS. TESC NOTES 1. THE EROSION PREVENTION AND SEDIMENT CONTROL (ESC) MEASURES ON THE APPROVED PLANS ARE MINIMUM REQUIREMENTS. 2. BEFORE BEGINNING ANY CONSTRUCTION ACTIVITIES, ESTABLISH THE CLEARING LIMITS, INSTALL CONSTRUCTION ENTRANCE, AND INSTALL EROSION PREVENTION AND SEDIMENT CONTROL MEASURES_ 3. BEFORE ANY GROUND DISTURBANCE OCCURS, ALL DOWNSTREAM EROSION PREVENTION AND SEDIMENT CONTROL MEASURES (ESC) MUST BE CONSTRUCTED AND IN OPERATION INSTALL AND MAINTAIN ALL ESC MEASURES ACCORDING TO THE ESC PLAN. 4. ESC MEASURES, INCLUDING ALL PERIMETER CONTROLS, SHALL REMAIN IN PLACE UNTIL FINAL SITE CONSTRUCTION IS COMPLETED AND PERMANENT STABILIZATION IS ESTABLISHED. 5. FROM MAY 1 THROUGH SEPTEMBER 30, PROVIDE TEMPORARY AND PERMANENT COVER MEASURES TO PROTECT DISTURBED AREAS THAT WILL REMAIN UNWORKED FOR SEVEN DAYS OR MORE. 6. REVEGETATE ALL DISTURBED AREAS NOT OTHERWISE IMPROVED. PROVIDE FULL WIDTH OF INGRESS /EGRESS AREA 4 10 0 5 10 20 40 5' 2.5' 1 n ON FEET) 1 inch = 10 ft. PROVIDE 3 /4" - 1Y2" WASHED GRAVEL BACKFILL IN TRENCH AND ON BOTH SIDES OF ORANGE FILTER FENCE ON THE SURFACE. GRAPHIC SCALE /MIRAFI 14ONS OR EQ. FILTER FABRIC MATERIAL (60' WIDE ROLLS) OVER 2 "x2 "x14 GA WIRE MESH. USE STAPLES OR RINGS TO ATTACH FABRIC TO WIRE n BURY BOTTOM OF FENCE IN 8 "x12" TRENCH 6' MAX. 2 "x4" STANDARD OR BETTER (NARROW SIDE TO FENCE) OR STEEL FENCE POSTS ELEVATION FINISHED GROUND SURFACE SECTION FILTER FABRIC FENCE NOT TO SCALE th 6 „ SEPARATE PERMIT REQUIRED FOR: Mechanical Piumbin- oas Piping City of Tukwila BUILDING DIVISION 5, lit FILE COP Penal# No. PIar review approval is subject to errors and orlloeR REFERENCED SURVEY Approval of construction documents does not rite OF RIVERSIDE PARK, AS PER PLAT RECORDED IN the violation of any adopted code or ordinance. 70 OF PLATS, PAGE 73, RECORDS OF KING 01 ap proved Field C O! v d conditions is ac o � , WASHINGTON. ate: 7 b City of Tukwila BUILDING DIVISION 2 "x12" NOTCH BOARD NOTES: SITE INFORMATION TAX LOT NUMBER SITE ADDRESS SITE CONTACT PHONE NUMBER ZONING TOTAL LOT AREA UTILITY INFORMATION WATER: SEWER: FIRE: VICINITY MAP -- NOT TO SCALE - 734400 - 0040 5724 PAMELA DRIVE TUKWILA, WA 98178 TODD POWELL (206) 824-8001 LDR (CITY OF TUKWILA) 6,499 SF (0.15 AC.) CITY OF TUKWILA CITY OF TUKWILA CITY OF TUKWILA DRAINAGE CALCULATIONS IMPERVIOUS AREAS: PER 2005 KCSWDM, SECTION C.2.4.4, DESIGN CRITERIA FOR GRAVEL - FILLED TRENCHES FOR BASIC DISPERSION; 700 SF IMPERVIOUS = 10 LF OF TRENCH; 2379 SF IMPERVIOUS = 34 LF OF TRENCH = 2 -17 LF TRENCHES W /NOTCH BOARD BENCHMARK IS: HC17 -3 WSDOT 3" BRASS DISK WITH PUNCH AT SE CORNER OF 5 129TH STREET OVERPASS OVER 1-5, EAST OF INTX. WITH 5 130TH PL. AND 50TH PL. S ELEV. = 117.85 FEET EGAL DESCRIPTION END CAP OR PLUG CLEAN OUT WYE 6" PERF. PIPE LAID LEVEL TYPE 1 CB W/ SOLID, LOCKING COVER INLET PIPE GALVANIZED BOLTS FILTER FABRIC 1.THIS TRENCH SHALL BE CONSTRUCTED SO AS TO PREVENT POINT DISCHARGE AND /OR EROSION. 2.TRENCH AND GRADE BOARD MUST BE LEVEL. ALIGN TO FOLLOW CONTOURS OF SITE. 3.SUPPORT POST SPACING AS REQUIRED BY SOIL CONDITIONS TO ENSURE GRADE BOARD REMAINS LEVEL. DISPERSAL TRENCH NOT TO SCALE HOUSE DRIVEWAY TOTAL 2" GRADE BOARD NOTCHES 1488 SF 891 SF, 2379 SF i---18" 0.C. -2 " 4 "x4' SUPPORT POST 6" PERF. PIPE LAID LEVEL CLEAN 1 1/2"- 3/4" WASHED ROCK RECEIVED CITY OF TUKWILA JAN 15 2008 PERMIT CENTER CORRECTION LT R # ___- �--- -- pcx+ L4L4 CAUTION! UNDERGROUND UTILITIES EXIST IN THE AREA AND UTILITY INFORMATION SHOWN MAY BE INCOMPLETE. STATE LAW REQUIRES THAT CONTRACTOR CONTACT THE ONE -CALL UTILITY LOCATE SERVICE AT LEAST 48 HOURS BEFORE STARTING ANY CONSTRUCTION. 1 -800 -424 -5555 X: \ 07PROJECTS \07840POWELL_TK6 \07841LDT \DWG \0784OMODLDWG 1.. DUNCANSON Company, Inc. 145 SW 155th Street, Suite 102 Seattle, Washington 98166 Phone 206.244.4141 Fax 206.244.4455 U1 W O z w 0 00 ro 0) 0) 0) CO � w o o- to w 0 SITE, UTILITY, AND TESC PLAN sNO121n11=1 I A8 13O>1 3O)1 DESCRIPTION PER CITY COMMENTS J PER CITY COMMENTS 31v0 80 /0l/ L 12/13/07 'ON N ,- 0 2" CLASS B ACP 4" CRUSHED ROCK 5' CB PROTECTION, TYP. PER DETAIL 1 z 0 0 a cQ 6 "PVC SDR -35 ©2% MIN, TYP. CONNECT TO EXIST 6" SIDE SEWER PER CITY OF TUKWILA STANDARDS 2% 17' DISPERSION TRENCH, TYP. PER DETAIL 4 1 1 1 1 1 1 1'` 1 1 N FIRE HYDRANT. ±125 FEET AWAY FROM HOUSE VIA VEHICULAR TRAVEL. COMPACTED SUBGRADE DRIVEWAY CROSS SECTION GRATE CATCH BASIN NOT TO SCALE STD STRENGTH FILTER FABRIC NOTES ONLY TO BE USED WHERE PONDING ABOVE CATCH BASIN WILL NOT IMPACT TRAFFIC AND WHERE OVERFLOW WILL NOT ERODE SLOPES OR EXPOSED SOIL. FOR THRU -CURB INLETS, PLUG CURB OPENING WITH STRAW OR BRICKS TO PREVENT WATER FROM ENTERING CATCH BASIN. CATCH BASIN PROTECTION NOT TO SCALE gy p, "O *1_ - s ? CATCH BASIN RIM =21.44 IE= 16.62 12" LCPE (NE) IE= 16.64 12" LOPE (W) SITE BENCHMARK _x 10' DRIVEWAY PER DETAIL A INSTALL CULVERT IF DITCH IS PRESENT PER ROAD STANDARDS 23' REFER TO SECTION D.4.4.1 OF THE KING COUNTY SWDM FOR ADDITIONAL INFORMATION CLEARING LIMITS, TYP. FILTER FENCE PER DETAIL 3 TEMPORARY STOCKPILE LOCATION 0 O i (0 7 IT IS RECOMMENDED THAT THE c�• ENTRANCE BE CROWNED SO THAT ° c 9„ ." RUNOFF DRAINS OFF THE PAD 22707 NOT TO SCALE CONNECT TO EXIST WATER METER PER CITY OF TUKWILA STANDARDS 20' CONSTRUCTION ENTRANCE PER DETAIL 2 These plans have been reviewed by the Public V Depai twent for conformance with current City standards. Acceptance is subject to errors and emissions which do not authorize violations of adopted standards or ordinances. The responsibility for the adequacy of the design rests totally with the designer. Additions, deletions or revisions to these drawings after this date will void this acceptance and will require a resubmittal of revised drawings for subsequent approval. Final acceptance is subject to field inspection by the Public Works utilities inspector. Date: By: CONSTRUCTION ENTRANCE TK -6 / PAMELA DRIVE GENERAL NOTES o PER KING CO. ROAD STANDARDS, DRIVEWAYS SHALL BE PAVED TO THE EDGE OF R/W PRIOR TO INSTALLING CONSTRUCTION ENTRANCE TO AVOID DAMAGING PAVEMENT EDGE. CROWN ENTRANCE TO DRAIN. 1. LOCATIONS SHOWN FOR EXISTING UTILITIES ARE APPROXIMATE. 2. NOTIFY THE UTILITIES AT LEAST 48 HOURS BEFORE STARTING PROJECT SITE WORK, NOTIFY THE UTILITIES INSPECTOR AT 206-433-0179. 3. REQUEST A PUBLIC WORKS UTILITY INSPECTION AT LEAST 24 HOURS IN ADVANCE BY CALLING 206 - 433 -0179. 4. THE CONTRACTOR ASSUMES SOLE RESPONSIBILITY FOR WORKER SAFETY, AND DAMAGE TO STRUCTURES AND IMPROVEMENTS RESULTING FROM CONSTRUCTION OPERATIONS. 5. THE CONTRACTOR SHALL HAVE THE PERMIT(S) AND CONDITIONS, THE APPROVED PLANS, AND A CURRENT COPY OF CITY OF TUKWILA DEVELOPMENT GUIDELINES AND DESIGN AND CONSTRUCTION STANDARDS AVAILABLE AT THE JOB SITE. 6. ALL WORK SHALL CONFORM TO THESE APPROVED DRAWINGS. ANY CHANGES FROM THE APPROVED PLANS REQUIRE PRE - APPROVAL FROM THE OWNER, THE ENGINEER, AND THE CITYOF TUKWILA. 7. ALL METHODS AND MATERIALS SHALL MEET CITY OF TUKWILA DEVELOPMENT GUIDELINES AND DESIGN AND CONSTRUCTION STANDARDS, UNLESS OTHENNISE APPROVED BY THE PUBLIC WORKS DIRECTOR. 8. CONTRACTOR SHALL MAINTAIN A CURRENT SET OF RECORD DRAWINGS ON -SITE. 9. CONTRACTOR SHALL PROVIDE RECORD DRAWINGS PRIOR TO PROJECT FINAL APPROVAL. 10. PROVIDE TRAFFIC CONTROL AND STREET MAINTENANCE PLAN FOR PUBLIC WORKS APPROVAL BEFORE IMPLEMENTATION. 11. ALL SURVEYING FOR PUBLIC FACILITIES SHALL BE DONE UNDER THE DIRECTION OF A WASHINGTON LICENSED LAND SURVEYOR. VERTICAL DATUM SHALL BE NAVD 1988. HORIZONTAL DATUM SHALL BE NAD 83/91. FOR PROJECTS WITHIN A FLOOD CONTROL ZONE, THE PERMITTEE SHALL PROVIDE CONVERSION CALCULATIONS TO NGVD 1929. 12. REPLACE OR RELOCATE ALL SIGNS DAMAGED OR REMOVED DUE TO CONSTRUCTION. 13. RETAIN, REPLACE OR RESTORE EXISTING VEGETATION IN RIGHTS -OF -WAY, EASEMENTS, AND ACCESS TRACTS. TESC NOTES 1. THE EROSION PREVENTION AND SEDIMENT CONTROL (ESC) MEASURES ON THE APPROVED PLANS ARE MINIMUM REQUIREMENTS. 2. BEFORE BEGINNING ANY CONSTRUCTION ACTIVITIES, ESTABLISH THE CLEARING LIMITS, INSTALL CONSTRUCTION ENTRANCE, AND INSTALL EROSION PREVENTION AND SEDIMENT CONTROL MEASURES_ 3. BEFORE ANY GROUND DISTURBANCE OCCURS, ALL DOWNSTREAM EROSION PREVENTION AND SEDIMENT CONTROL MEASURES (ESC) MUST BE CONSTRUCTED AND IN OPERATION INSTALL AND MAINTAIN ALL ESC MEASURES ACCORDING TO THE ESC PLAN. 4. ESC MEASURES, INCLUDING ALL PERIMETER CONTROLS, SHALL REMAIN IN PLACE UNTIL FINAL SITE CONSTRUCTION IS COMPLETED AND PERMANENT STABILIZATION IS ESTABLISHED. 5. FROM MAY 1 THROUGH SEPTEMBER 30, PROVIDE TEMPORARY AND PERMANENT COVER MEASURES TO PROTECT DISTURBED AREAS THAT WILL REMAIN UNWORKED FOR SEVEN DAYS OR MORE. 6. REVEGETATE ALL DISTURBED AREAS NOT OTHERWISE IMPROVED. PROVIDE FULL WIDTH OF INGRESS /EGRESS AREA 4 10 0 5 10 20 40 5' 2.5' 1 n ON FEET) 1 inch = 10 ft. PROVIDE 3 /4" - 1Y2" WASHED GRAVEL BACKFILL IN TRENCH AND ON BOTH SIDES OF ORANGE FILTER FENCE ON THE SURFACE. GRAPHIC SCALE /MIRAFI 14ONS OR EQ. FILTER FABRIC MATERIAL (60' WIDE ROLLS) OVER 2 "x2 "x14 GA WIRE MESH. USE STAPLES OR RINGS TO ATTACH FABRIC TO WIRE n BURY BOTTOM OF FENCE IN 8 "x12" TRENCH 6' MAX. 2 "x4" STANDARD OR BETTER (NARROW SIDE TO FENCE) OR STEEL FENCE POSTS ELEVATION FINISHED GROUND SURFACE SECTION FILTER FABRIC FENCE NOT TO SCALE th 6 „ SEPARATE PERMIT REQUIRED FOR: Mechanical Piumbin- oas Piping City of Tukwila BUILDING DIVISION 5, lit FILE COP Penal# No. PIar review approval is subject to errors and orlloeR REFERENCED SURVEY Approval of construction documents does not rite OF RIVERSIDE PARK, AS PER PLAT RECORDED IN the violation of any adopted code or ordinance. 70 OF PLATS, PAGE 73, RECORDS OF KING 01 ap proved Field C O! v d conditions is ac o � , WASHINGTON. ate: 7 b City of Tukwila BUILDING DIVISION 2 "x12" NOTCH BOARD NOTES: SITE INFORMATION TAX LOT NUMBER SITE ADDRESS SITE CONTACT PHONE NUMBER ZONING TOTAL LOT AREA UTILITY INFORMATION WATER: SEWER: FIRE: VICINITY MAP -- NOT TO SCALE - 734400 - 0040 5724 PAMELA DRIVE TUKWILA, WA 98178 TODD POWELL (206) 824-8001 LDR (CITY OF TUKWILA) 6,499 SF (0.15 AC.) CITY OF TUKWILA CITY OF TUKWILA CITY OF TUKWILA DRAINAGE CALCULATIONS IMPERVIOUS AREAS: PER 2005 KCSWDM, SECTION C.2.4.4, DESIGN CRITERIA FOR GRAVEL - FILLED TRENCHES FOR BASIC DISPERSION; 700 SF IMPERVIOUS = 10 LF OF TRENCH; 2379 SF IMPERVIOUS = 34 LF OF TRENCH = 2 -17 LF TRENCHES W /NOTCH BOARD BENCHMARK IS: HC17 -3 WSDOT 3" BRASS DISK WITH PUNCH AT SE CORNER OF 5 129TH STREET OVERPASS OVER 1-5, EAST OF INTX. WITH 5 130TH PL. AND 50TH PL. S ELEV. = 117.85 FEET EGAL DESCRIPTION END CAP OR PLUG CLEAN OUT WYE 6" PERF. PIPE LAID LEVEL TYPE 1 CB W/ SOLID, LOCKING COVER INLET PIPE GALVANIZED BOLTS FILTER FABRIC 1.THIS TRENCH SHALL BE CONSTRUCTED SO AS TO PREVENT POINT DISCHARGE AND /OR EROSION. 2.TRENCH AND GRADE BOARD MUST BE LEVEL. ALIGN TO FOLLOW CONTOURS OF SITE. 3.SUPPORT POST SPACING AS REQUIRED BY SOIL CONDITIONS TO ENSURE GRADE BOARD REMAINS LEVEL. DISPERSAL TRENCH NOT TO SCALE HOUSE DRIVEWAY TOTAL 2" GRADE BOARD NOTCHES 1488 SF 891 SF, 2379 SF i---18" 0.C. -2 " 4 "x4' SUPPORT POST 6" PERF. PIPE LAID LEVEL CLEAN 1 1/2"- 3/4" WASHED ROCK RECEIVED CITY OF TUKWILA JAN 15 2008 PERMIT CENTER CORRECTION LT R # ___- �--- -- pcx+ L4L4 CAUTION! UNDERGROUND UTILITIES EXIST IN THE AREA AND UTILITY INFORMATION SHOWN MAY BE INCOMPLETE. STATE LAW REQUIRES THAT CONTRACTOR CONTACT THE ONE -CALL UTILITY LOCATE SERVICE AT LEAST 48 HOURS BEFORE STARTING ANY CONSTRUCTION. 1 -800 -424 -5555 X: \ 07PROJECTS \07840POWELL_TK6 \07841LDT \DWG \0784OMODLDWG 1.. DUNCANSON Company, Inc. 145 SW 155th Street, Suite 102 Seattle, Washington 98166 Phone 206.244.4141 Fax 206.244.4455 U1 W O z w 0 00 ro 0) 0) 0) CO � w o o- to w 0 SITE, UTILITY, AND TESC PLAN 1 CONTRACTOR SHALL VERIFY ALL EXISTING SITE CONDITIONS FOR COMPLIANCE WITH PLANS AND SPECIFICATIONS. SITE CONDITIONS INCLUDE, SOIL. TOPOGRAPHY, REQUIRED SETBACKS AND IF APPLICABLE, THE DIMENSIONS OF EXISTING STRUCTURES AND THEIR STRUCTURAL AND MECHANICAL COMPONENTS. THIS OFFICE SHALL BE NOTIF1ED PRIOR TO CONSTRUCTION OF DISCREPANCIES, AMBIGUITIES OR OMISSIONS IN THE PLANS. 2. WRITTEN DIMENSIONS TAKE PRECEDENCE OVER DRAWING SCALE, DETAILS TAKE PRECEDENCE OVER PLAN AND ELEVATION VIEWS. 3. ALL WORKMANSHIP, MATERIALS AND INSTALLED PRODUCTS SHALL MEET OR EXCEED THE ACCEPTED INDUSTRY STANDARDS AND SHALL MEET OR EXCEED THE MINIMUM REQUIREMENTS OF THE I.B.G., W.S.E.G., N.T.S.,U.P.G., N.E.5.,U.M.G., AND ALL APPLICABLE LOCAL CODES. WHICH SHALL TAKE PRECEDENCE OVER NOTES, SPECIFICATIONS AND DRAWINGS. 4. UNLESS A PROFESSIONAL SURVEY ACCOMPANIES THE PLANS, THE PLOT PLAN WAS DRAWN FROM GENERAL SITE LANDMARKS AND 15 NOT TO BE CONSTRUED AS A PROFESSIONAL SURVEY. THE CONTRACTOR SHALL TAKE FULL RESPONSIBILITY FOR MAINTAINING REQUIRED ZONING SET15AGKS OR SHALL, AT HIS DISCRETION, REQUEST THE OWNER TO PROVIDE A PROFESSIONAL SURVEY TO DETERMINE SETBACKS AND /OR OTHER ZONING RESTRICTIONS. 5. THE CONTRACTOR SHALL SECURE ALL NECESSARY PERMITS AND INSPECTIONS AND SHALL NOTIFY THIS OFFICE. PRIOR TO CONSTRUCTION, OF ANY REVISIONS OR ADDED REQUIREMENTS REQUESTED BY THE BUILDING OFFICIAL WITHIN HIS /HER JURISDICTION. 6. THE CONTRACTOR SHALL VERIFY SIZE AND LOCATION OF ALL REQUIRED OPENINGS IN FLOORS, WALLS AND ROOF WITH PROPOSED MECHANICAL, PLUMBING AND ELECTRICAL WORK. PREFABRICATED ITEMS TO BE HANDLED AND INSTALLED PER MANUFACTURER'S RECOMMENDATIONS. 1 THESE DRAWINGS ARE INSTRUMENTS OF SERVICE AND ARE THE PROPERTY OF THE ARCHITECT. PROTECTED UNDER COMMON LAW, STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING COPYRIGHT, REPRODUCTION OR USE OF THESE SERVICE DOCUMENTS BEYOND THE SCOPE OF THIS PROJECT 15 PROHIBITED WITHOUT PERMISSION IN WRITING FROM THE ARCHITECT. GENERAL CONSTRUCTION NOTES A. SITE CONDITIONS AND SITE YNORK 1. IF SOIL CONDITIONS ENCOUNTERED UPON EXCAVATION DIFFER FROM THE SOIL BEARING CAPACITY OUTLINED UNDER "DESIGN LOADS", OR IF EXCESSIVE GROUND WATER 15 PRE=SENT, CONTACT THIS OFFICE BEFORE PROCEEDING. ALL FOOTINGS SHALL EXTEND TO BELOW THE FROST LINE AND Si -}ALL BEAR ON UNDISTURBED, NATIVE SOIL. 2. DO NOT BAGKFILL UNTIL WALLS HAVE BEEN ADEQUATELY BRACED OR HAVE BEEN DESIGNED TO RESIST LATERAL EARTH PRESSURE. BAGKFILL MATERIAL SHALL BE GLEAN, PERMEABLE AND FREE OF ORGANIC MATERIALS. 3. INSTALL 4" DIAM. PVC PERFORATED PERIMETER DRAINS (A5 REQUIRED BY SITE CONDITIONS) IN 1 GU. FT. OF DRAIN GRAVEL PER LINEAL FOOT, AND PROVIDE SEPARATE DOWNSPOUT AND SEALED SURFACE DRAINAGE AND /OR RETENTION AS REQUIRED BY LOCAL CODES. 4. EXCAVATED SOIL TO BE STOCKPILED ON SITE U.N.O. W/ 10' MAX. HGT AND 1/1 H TO V SLOPE. B. CONCRETE 1. CENTER ALL POST FOOTINGS UNLESS NOTED AND PROVIDE 1" PLINTHS AT SLABS OR 5" PLINTHS AT EXPOSED EARTH (6" IF POST 15 PRESSURE TREATED). PROVIDE 6" MIN. FROM SILL PLATES TO FINISHED GRADE. DAMP -PROOF FOUNDATION WALLS THAT RETAIN EARTH AND ENCLOSE HABITABLE SPACE. USE 2 COATS ASPHALTIC EMULSION TO THE EXTERIOR OF THE WALL. G. REINFORCING 1. INSTALL REINFORCING PER A.G.I. STANDARD PRACTICE. SPLICE CORNER AND CONTINUOUS BARS WITH A MIN. OF 30 BAR DIAMETERS. MINIMUM BAR CON C. COVER: EXPOSURE TO WEATHER 2 ", TO EARTH 3 ". TO OTHER 1 ". 2. EMBED ANCHOR BOLTS A MINIMUM OF 7" U.N.O., PLACE WITHIN 12" OF ENDS. 3. NEW FOOTINGS SHALL NOT IMPOSE 'UN7E5IGNE0" LOADS ON NEW OR EXISTING BASEMENT OR RETAINING WALLS. D. LUMBER AND FRAMING 1. FRAMING LUMBER: K.D. TO 1FI% MOISTURE CONTENT, GRADED PER STD. GRADING RULES PER W.G.L.I.B. OR W.W.P.A. AS APPLICABLE. GRADE AND SPECIES PER FRAMING PLANS, GENERAL NOTES AND "DESIGN LOAD CHART" 2. SILL PLATES, DECK SUB - STRUCTURES, POSTS AND BEAMS EXPOSED TO WEATHER AND ANY WOOD IN CONTACT WITH CONCRETE SHALL BE PRESSURE TREATED WITH AN APPROVED PRESERVATIVE. COLUMNS AND POSTS SHALL BE FRAMED TO TRUE END BEARING WITH ADEQUATE ANCHORS AT TOP AND BOTTOM TO AVOID UPLIFT AND DISPLACEMENT. PROVIDE LATERAL SUPPORT FOR BEAMS, RAFTERS AND JOISTS PROVIDE TEMPORARY BRACING AS REQUIRED UNTIL ALL PERMANENT CONNECTIONS AND STIFFENERS ARE INSTALLED. 3. PROVIDE A MINIMUM JOIST BEARING OF 1 1/2" ON WOOD, 3" ON CONCRETE. GENERAL NOTES 4. 'MULTI 2X BUILT -UP SEAMS SHALL BE SPIKED TOGETHER. UNLESS NOTED, USE 10d NAILS @ 12" O.G. STAGGERED. 5. SOLID BLOCK IAV 2X @ MIDPOINT OF STUDS OVER 10 FEET, BELOW BEARING PARTITIONS PERPENDICULAR TO JOISTS AND RAFTERS @ SUPPORTS. 6. `WOOD ENTERING CONCRETE OR MASONRY SHALL HAVE 1/2" NET AIRSPACE AT TOP, SIDES AND END. 7. DOUBLE JOISTS UNDER PARALLEL BEARING PARTITIONS AND UNDER WINDOW CRIPPLES AT CANTILEVERED FLOOR SECTIONS. 5. F €RESTOP AND DRAFTSTOP TO CUT OFF ALL CONGEALED HORIZONTAL AND VERTICAL OPENINGS AT CEILING AND FLOOR LEVELS, FLOOR TO ATTIC, AT 10' INTERVALS HORIZONTAL BEHIND WALL FURRING, AT TOP, BOTTOM AND SIDES OF STAIRS, WITH 2" NOMINAL LUMBER. GLU -LAM BEAMS SHALL BEAR A.I.T.G. INSPECTION STAMP AND SHALL BE "ARCHITECTURAL APPEARANCE" GRADE WHERE EXPOSED TO VIEW. E. METAL CONNECTORS 1. ALL. METAL CONNECTORS SHALL BE "SIMPSON" OR AN APPROVED EQUIVALENT. 2. FRAME NAILING SHALL COMPLY WITH IBC R6O2.3.(1) (2) UNLESS NOTED.OTHER MISE ON FRAMING PLANS OR SHEARWALL SCHEDULE. ALL NAILS SHALL BE COMMON WIRE NAILS U.N.O. 3. USE GUT WASHERS AT BOLTED CONNECTIONS. CONNECTORS EXPOSED TO WEATHER SHALL BE GALVANIZED OR HAVE APPROVED COATING. ROOFING SHALL BE FASTENED ?MTH CORROSION- RESISTANT F ASTENERS. 4. TREATED W000 REQUIRES THE USE OF STAINLESS STL, SIMPSON ZMAX OR =, OR NOT - DIPPED GALVANIZED FASTENERS, CONNECTORS AND ANCHORS. F. PLYNLOOD AND DIAPHRAGM NAILING 1. ALL PLYWOOD FOR STRUCTURAL USES SHALL CONFORM AND BEAR A GRADING STAMP OF THE AMERICAN PLYWOOD ASSOCIATION (APA) AND NAIL PER IBC 602.3.(1).(2). 2. PROVIDE DIAPHRAGM SHEATHING AND NAILING AS FOLLOWS UNLESS NOTED ON FLANS: FLOOR SHEATHING SHALL BE TOG 3/4" G -D -EXT -APA PLYWOOD WITH EXT. GLUE, F.I. 32/16, GLUE TO JOISTS AND NAIL WITH 10d @ 6" 0/C EDGES 10d 0 10" 0/G FIELD. ROOF SHEATHING SHALL BE 15/32" G -D -INT -APA PLYWOOD WITH EXTERIOR GLUE, P.I. 24/0, NAIL Sd @ b" 0/G EDGES, 8d @ 12" 0/C FIELD WALL SHALL BE 7/16" 055 AND NAIL WITH 8d NAILS AT 6" O.G. PANEL EDGES AND 12" O.G. FIELD. G. VENTILATION AND ACCESS 1. VENTILATE CRAWL SPACES AND OVERHANGING FLOORS WITH SCREENED OPENINGS NOT LESS THAN 1 50. FT.(NET FREE) FOR EACH 150 5Q. FT. OF UNDER FLOOR AREA. DISTRIBUTE OPENINGS APPROXIMATELY EQUAL ALONG THE LENGTH OF AT LEAST TWO OPPOSITE SIDES AND ONE OPENING SHALL BE WITHIN 3 FEET OF EVERY CORNER. COVER WITH 1/S' CORROSION RESISTANT WIRE MESH AT CRAWL SPACE OPENINGS. 2. VENTILATE ATTIC SPACES WITH GROSS VENTILATION EQUAL TO 1/150TH OF THE ATTIC AREA(NET FREE), EXCEPT THE AREA MAY BE 1/300TH, PROVIDED AT LEAST 50% OF THE REQUIRED VENT AREA 15 3 FT. ABOVE EAVES WITH 50% OF THE REQUIRED VENT AREA IN THE EAVE5. 3. PROVIDE AN ACCESSIBLE ATTIC ACCESS PANEL, 22" X 30" MINIMUM WITH A CLEAR HEIGHT OF 30 ", INSULATE AND WEATHER- STRIP. 4. PROVIDE 18" X 24" ACCESS THROUGH THE FLOOR OR 16" X 24" THROUGH THE WALL TO UNDER FLOOR AREAS. H. SAFETY GLAZING 1. TEMPERED SAFETY GLASS SHALL BE INSTALLED IN HAZARDOUS LOCATIONS, INCLUDING AREAS THAT ARE SUBJECT TO HUMAN IMPACT, GLAZING IN DOORS, GLAZING WITHIN A 24" ARC. OF CLOSED DOOR, GLAZED AREAS > G 50. FT. WHEN LESS THAN 15" ABOVE FLOOR OR WALKING SURFACE AND AS DESCRIBED IN IBC 8308.4. SAFETY .GLAZING IS REQUIRED TO BE PERMANENTLY MARKED PER [BC R308.1. I. ELECTRICAL 1. ELECTRICAL CONTRACTOR SHALL EVALUATE AND DETERMINE ADEQUACY OF EXISTING AND PROPOSED ELECTRICAL SERVICE AND PROVIDE REQUIRED CIRCUITS AND AMPERAGE PER N.E.G., STATE AND LOCAL ENERGY CODES, AND MANUFACTURER'S SPECIFICATIONS FOR PROPOSED PRODUCTS, APPLIANCES AND EQUIPMENT. SEPARATE PERMIT REQUIRED. J. MECHANICAL 1. WARM AIR FURNACE OR GAS H.W. SHALL NOT BE INSTALLED UNDER STAIRS AND SHALL HAVE PROPER VENTS AND DIRECT OUTSIDE COMBUSTION AIR. 2. GAS APPLIANCES IN GARAGE SHALL BE ON A 15" HIGH PLATFORM. 3. AIR DUCTS PENETRATING GARAGE TO HOUSE SEPARATION SHALL BE 26 GAUGE MINIMUM OR SHALL HAVE APPROVED DAMPERS. 4. DUCTING SHALL MEET U.M.G. STANDARDS AND SYSTEMS ARE TO BE BALANCED. CONTRACTOR SHALL PROVIDE MECHANICAL DUCTING DIAGRAMS /SHOP DRAWINGS, EQUIPMENT SIZING, HEAT LOSS CALCULATIONS AND MANUFACTURER'S DATA ON EQUIPMENT EFFICIENCY FOR ARCHITECT'S REVIEW. 5. BATHROOMS, LAUNDRY ROOMS, KITCHENS AND SPA ROOMS SHALL HAVE MECHANICAL EXHAUST N RIGID DUCTING TO EXTERIOR, WITH A BAGKDRAFT DAMPER, CAPABLE OF 5 AIR CHANGES PER HOUR. SEE ENERGY AND INDOOR AIR QUALITY NOTES FOR FAN VOLUME AND SONE RATING. SEPARATE PERMIT REQUIRED. K. PLUMBING 1. PLUMBING CONTRACTOR SHALL SIZE ALL LINES AND VENTS PER U.P.C. 2. HOT WATER TANKS SHALL BE SIZED BY INDUSTRY STANDARDS FOR PROPOSED USE AND BE LABELED NAECA APPROVED. 3. FLOW RATES TO COMP1_Y 402.0 TOILETS: 1.6 GPF(MAX), LAVATORIES /FAUCET: 25 GPM( 3. PROVIDE SEISMIC STRAPS VALVES(PLUMBED TO OUTSIDE) SEPARATE PERMIT REQUIRED. WITH WAG 51 -46 SECTION SHOWERS: 2.5 GPM(MAX), MAX). AND PRESSURE RELIEF AT HOT WATER TANKS. L. MOISTURE CONTROL • 1. SHOWERS SHALL HAVE A NON - ABSORBENT SURFACE TO A HEIGHT OF 6-0" ABOVE FLOOR. 2. PROVIDE WATERPROOF BOARD OR GLASS MESH MORTAR UNITS BEHIND T1LE AT SHOWER SURROUNDS. TILE SHOWERS WITH A SITE-BUILT PAN SHALL BE FILLED AND LEAK TESTED FOR 12 HOURS. PROVIDE MILDEW RESISTANT CAULK AT ALL TILE ACCESSORIES. M. BATH SAFETY 1. HINGED SHOWER DOORS SHALL OPEN OUTWARD AND ENCLOSURES SHALL BE FULLY TEMPERED OR LAMINATED SAFETY GLASS, MINIMUM THICKNESS = 1/8" TEMPERED, 1/4" LAM INATED. 2. FLOOR TILES AT SHOWERS AND WET AREAS SHALL BE SKID - RESISTANT. 3. PROVIDE SECURE BLOCKING FOR ALL GRAB BARS PER PLAN, CAPABLE OF SUPPORTING A 300# IMPACT LOAD. N. TRUSSES 1. PRE - FABRICATED TRUSSES SHALL BE DESIGNED BY A WASHINGTON STATE LICENSED STRUCTURAL ENGINEER AND IN ACCORDANCE WITH THE PLAN REQUIREMENTS. SUBMIT GOMPLt It SHOP DRAWINGS WITH ENGINEER'S SEAL FOR APPROVAL PRIOR TO FABRICATION. TRUSSES MUST BE STAMPED BY AN APPROVED MANUFACTURER OR BY A QUALITY CONTROL AGENCY SUCH AS WASHINGTON WOOD TRUSS FABRICATORS COUNCIL. 2. CONTRACTOR SHALL VERIFY EXACT SPANS PRIOR TO FABRICATION. 3. APPROVED HANGERS MUST BE USED AT ALL CONNECTIONS OF RAFTERS. JACKS, OR HIP TRUSSES TO A MAIN GIRDER - TRUSS. NON - BEARING PARTITIONS BELOW TRUSSES SHALL BE SEPARATED FROM TRUSS WITH SIMPSON 5TC FASTENERS. 4. TRUSSES SHALL BE BRACED TO PREVENT ROTATION AND PROVIDE LATERAL STABILITY AND INSTALLED IN ACCORDANCE WITH THE INDIVIDUAL TRUSS DESIGN PROVIDED BY THE MANUFACTURER. O. SKYLIGHTS 1. GLAZING SHALL BE INSULATED, FULLY TEMPERED LAMINATED GLASS WITH MIN. .015" POLYVINYL BUTYRAL INTER LAYER. 2. PROVIDE A MINIMUM 4" CURB. FLASHED AND COUNTER FLASHED AT TOP AND BOTTOM AND STEP FLASH SIDES. THE UNIT SHALL HAVE A CONDENSATION GUTTER AT THE LOWER END. INSTALL PER MANUFACTURER'S INSTRUCTIONS, FINISH AND FLARE WELL TO CEILING PER PLANS. P. EMERGENCY EGRESS 1. EVERY SLEEPING ROOM AND BASEMENT SHALL HAVE ONE OPENABLE EMERGENCY ESCAPE AND RESCUE OPENING. THE OPENING SHALL HAVE A MAXIMUM SILL HEIGHT OF 44" ABOVE THE FLOOR, A NET CLEAR OPENING OF 5.7 50. FT.. A MINIMUM CLEAR HEIGHT OF 24 ", A MINIMUM CLEAR WIDTH OF 20" AND SHALL BE OPERABLE FROM THE INSIDE WITHOUT SPECIAL TOOLS OR KEYS. GRADE FLOOR OPENINGS MAY HAVE A NET CLEAR MINIMUM OPENING OF 5 5Q. FT. Q. SMOKE ALARMS 1. SMOKE ALARMS SHALL BE PROVIDED IN EACH SLEEPING ROOM AND SHALL BE INSTALLED PER MANUFACTURER'S RECOMMENDATIONS, MOUNTED ON THE CEILING OR WALL OUTSIDE EACH SLEEPING AREA. IN DWELLINGS WITH MORE THAN ONE STORY OR WITH A BASEMENT, A SMOKE ALARM SHALL BE INSTALLED ON EACH STORY AND IN THE BASEMENT. IN SPLIT LEVEL STRUCTURES. PROVIDE SMOKE Dt 1 tC,TORS ON UPPER LEVEL. UNLESS SLEEPING ROOMS ARE LOCATED ON LOWER LEVEL, THEN SMOKE Ot 1 tGTORS ARE REQUIRED ON B011-I LEVELS. ALL SMOKE DETECTORS SHALL BE AUDIBLE IN BEDROOMS. 2. SMOKE ALARMS IN NEW CONSTRUCTION SHALL BE DIRECT WIRED TO BUILDING POWER WITHOUT A DISCONNECT SWITCH OTHER THAN FOR OVERGURRENT PROTECTION AND MUST HAVE BATTERY BACK -UP. ALL OTHERS MAY BE BATTERY OPERATED. 3. WHEN MORE THAN ONE ALARM 15 REQUIRED, THEY MUST BE INTERCONNECTED AND ONE ALARM WILL ACTIVATE ALL. R. SECURITY 1. PROVIDE SECURITY AT ENTRANCE AND GARAGE DOORS WITH A MINIMUM 1/2" THROW DEAD BOLT WITH LOCKS OPERABLE WITHOUT SPECIAL KNOWLEDGE, KEYS OR EFFORT. 2. PROVIDE OBSERVATION PORT @ 54 " -66" OFF FLOOR AT UNGLAZED ENTRY DOORS. 3. PROVIDE SECURITY FOR W1ND01^15 < 10' FROM FINISHED GRADE. 5. GARAGE SEPARATION 1. GARAGE/DWELLING SEPARATION SHALL CONSIST OF FIRETAPED 1/2" GWB, APPLIED TO THE GARAGE SIDE OF ALL GARAGE SURFACES ADJOINING DWELLINGS, LIVING, ATTIC AND CRAWL SPACES. 2. GARAGE CEILING WITH LIVING SPACE ABOVE USING TJ1 OR = SHALL USE 2 LAYERS 1/2" GWB TYPE "X" 3. STRUCTURAL SUPPORTS FOR DWELLING SPACES SHALL ALSO BE WRAPPED; INCLUDING WALLS. POSTS. BEAMS AND SOLID SAWN JOISTS IF SUPPORTING FLOOR ABOVE. 4. AIR DUCTS PENETRATING THE SEPARATION SHALL BE 26 GAUGE OR HAVE AN APPROVED DAMPER.(��JJ"" 5. DOORS FROM GARAGE TO DINELL1NG SHALL_ 5 1 -3/8" SOLID GORE, TIGHT FITTING AND SELF- CLOSING. T. STAIRS AND GUARDRAILS 1. PROVIDE A STAIRWAY WIDTH OF 56" MINIMUM. RISER HEIGHT OF 7 -3/4" MAXIMUM, MINIMUM TREAD LENGTH OF 10" AND A 3/8" MAXIMUM VARIATION. A NOSING OF NOT LESS THAN 3 4" OR MORE THAN 1 -1/4" 15 REQUIRED ON STAIRWAYS WITH SOLID RISERS UNLESS TREAD DEPTH IS 11" OR GREATER. 2. HANDRAILS SHALL BE PROVIDED ON AT LEAST ONE SIDE OF FLIGHTS WITH 4 OR MORE RISERS. 3. HANDRAILS SHALL BE PLACED 34" TO 35" OFF NOSING AND SPACED 1 -1/2" MINIMUM OFF WALL WITH A 1- 1/2" TO 2" DIAMETER, SMOOTH GRASP AND A NEWEL OR RETURN 1 -1/4" AT ENDS. 4. PROVIDE 6' -S" MINIMUM CLEAR HEADROOM ABOVE STAIR NOSING. 5. PROVIDE GUARDRAILS FOR AREAS 30" ABOVE GRADE OR ADJACENT FLOORS. WITH A MINIMUM HEIGHT OF 36" AND INTERMEDIATE BALUSTERS OR RAILS SPACED 50 THAT A 4" SPHERE CANNOT PASS THROUGH. 6. ENCLOSED USABLE SPACE UNDER STAIRS SHALL HAVE 1/2" GWB, FIRETAPED ON WALLS AND SOFFITS. PROVIDE F[REBLOCKING IN CONGEALED SPACES BETWEEN STAIR STRANGERS AT TOP AND BOTTOM OF RUN AND BETWEEN STUDS ALONG AND IN LINE WITH RUN OF STAIRS, IF THE WALL UNDER THE STAIRS ARE UNFINISHED. U. ENERGY NOTES FER 2006 INSEC 1. EXTERIOR JOINTS AROUND WINDOW AND DOOR FRAMES, OPENINGS BETWEEN WALLS AND FOUNDATIONS, BETWEEN WALLS AND ROOF, AND BETWEEN-WALL PANELS OPENINGS AT PENETRATIONS OF UTILITY SERVICES THROUGH WALLS, ROOF AND FLOORS: AND OTHER SUCH OPENINGS iN THE BUILDING ENVELOPE, INCLUDING ACCESS PANELS INTO UNHEATED SPACES, SHALL SE SEALED, CAULKED, GASKETED OR WEATHER - STRIPPED TO LIMIT AIR LEAKAGE. WEATHER -STRIP EXTERIOR DOORS AND DOORS ADJOINING UNHEATED SPACES. EXTERIOR OPENINGS EXPOSED TO WEATHER SHALL BE FLASHED IN SUCH A MANNER AS TO MAKE THEM WEATHERPROOF. ALL FLASHING. COUNTER FLASHING AND COPING, WHEN OF METAL, SHALL BE NOT < 26 GA CORROSION RESISTANT METAL. 2. PROVIDE VAPOR BARRIERS AT WARM SIDE IN WINTER OF INSULATED ASSEMBLIES EXCEPT AT INSULATED WALLS WITH W.P. WALL BOARD AND AT SHOWER CEILINGS. 3. PROVIDE 6 MIL, BLACK. AND POLYETHYLENE GROUND COVER AT CRAWL SPACES. OVERLAP 12" MINIMUM AND EXTEND TO FOUNDATION WALL 4. INSULATE FLOORS, WALLS AND ROOF PER PLAN TO ACHIEVE PROPER DENSITIES AND R- VALUES 5. FACED INSULATION TO BE FACE STAPLED. 6. INSULATE HOT AIR DUCTS IN NON - HEATED SPADES PER TABLE 4 -16 (R -4). 7. INSULATE 24" OF PERIMETER OF SLABS AT HEATED. ROOMS WITH R -10 RIGID INSULATION. 8. INSULATE HOT WATER PIPES PER TABLE 4-17. 9. PROVIDE 2.5 GPM. FLOW RESTRIGTORS AT SHOWERS. 10. WATER HEATERS AND HEATING EQUIPMENT SHALL MEET 1187 NAEGA. 11. ELECTRIC RN TANKS IN NON - HEATED SPACES SHALL BE PLACED ON A NON - COMPRESSIBLE SURFACE AND THE FLOOR INSULATED TO R -10. 12. HVAG EQUIPMENT SHALL BE SIZED TO A MINIMUM OF 100% AND MAXIMUM OF 200% OF THE DESIGN LOAD (UNO). INSTALLING CONTRACTOR SHALL PROVIDE SIZING AND HEAT LOSS GALLS. 13. RECESSED LIGHTING SHALL BE TYPE 1G OR NON 1C INSIDE AIR -TIGHT ASSEMBLY (1/2' GWB BOX). 14. EXTEND WIND BAFFLES TO A POINT 12" VERTICALLY ABOVE THE TOP OF INSULATION. V. VENTILATION AND INDOOR AIR QUALITY PER VIA 2006. 1. INTEGRATED WHOLE HOUSE VENT SYSTEM FOR THE INTERMITTENTLY OPERATED INTEGRATED FORGED AIR HEATING SYSTEM. A. SOURCE SPECIFIC VENTILATION REQUIREMENTS 1. EXHAUST FAN REQUIREMENTS: BATHROOMS LAUNDRIES AND POWDER ROOMS SHALL HAVE MINIMUM 50 GFM @'.25 W.G. KITCHENS SHALL HAVE MINIMUM 100 CFM @ 25 W.G. RANGE HOOD FANS. 2. EXHAUST DUCT REQUIREMENTS: DUCTS TO BE INSULATED TO R -4 IN UNCONDITIONED SPACES, BE EQUIPPED WITH A BACK DRAFT DAMPER, TERMINATE OUTSIDE THE BUILDING ENVELOPE AND COMPLY WITH TABLE 3.3 VFAQ CODE. NOTE: IT 15 RECOMMENDED BY KING COUNTY TO INSTALL A CENTRALLY LOCATED WHOLE HOUSE EXHAUST FAN WITI -+ A MAXIMUM SONE RATING OF 1.5 AND SIZED ACCORDING TO TABLE 3 -2 VIAQ AND CONNECTED TO THE AUTOMATIC CONTROL TIMER. THIS WILL FACILITATE FRESH AIR DISTRIBUTION AND REDUCE THE POSSIBILITY OF MOISTURE LADEN AIR BEING DRIVEN INTO THE BUILDING. INTERIOR DOORS SHOULD BE UNDERCUT 1/2" ABOVE THE FINISHED FLOOR. DESIGN LOADS CODES 2006 INTERNATIONAL BUILDING CODE WITH WASHINGTON STATE AND SEATTLE AMENDMENTS IF APPLICABLE AND 2006 WASHINGTON STATE ENERGY CODE. LATERAL ANALYSIS 2006 INTERNATIONAL BUILDING CODE v4 ASCE 7 -02 METHOD 2 ti' I I-J 9 DESIGN LOADS ROOF: 15 PSF DEAD LOAD FLOOR: 10 P5F DEAD LOAD Arne: 10 PSF(NO STORAGE) 20 FSF(STORAGE) DECK: 10 PSF DEAD LOAD 40 PSF LIVE LOAD STAIRS: GUARD /HANDRAIL: 200# PT LOAD @ THE TOP OF RAIL WIND SPEED: WIND EXPOSURE CATEGORY: WIND IMPORTANCE FACTOR: TOPOGRAPHIC FACTOR: GUST FACTOR: ENCLOSURE CLASSIFICATION: INTERNAL PRESSURE COEFFICIENT: SEISMIC USE GROUP: SEISMIC IMPORTANCE FACTOR: SEISMIC DESIGN CATEGORY: SHORT PERIOD ACCELERATION: 1- SECOND ACCELERATION: SEISMIC FORCE RESISTING SYSTEM: RESPONSE MODIFICATION FACTOR DEFLECTION AMP FACTOR: SOIL CONCRETE REINFORCING STEEL ASTM A -615 GRADE 40 V= 55 MPHI 1 =1.0 Kzt= GF= .85 ENCLOSED 6Gpi =/ -0.18 1 1.0 1k 6.5 4 BEARING CAPACITY ASSUMED AT 2000 P5F IN PLANS OR A SOILS REPORT BY A QUALIFIED SOILS ENGINEER. EARTH PRESSURE ASSUMED AT 60 PGF EQUIVALENT FLUID PRESSURE FOR BASEMENT WALLS AND 30 i'GF FOR CANTILEVER RETAINING WALLS. STRENGTH OF CONGRt k E SHALL BE 2500 PSI FOR CONCRETE NOT EXPOSED TO WEATHER EXCEPT GARAGE FLOOR SLABS. MINIMUM COMPRESSIVE STRENGTH: 2500 P51 AT 28 DAYS 5 1/2 SACK CEMENT PER GU/YD, MAX. 6 GAL, WATER PER FI4 LB. SACK OF GEMENT. MAX SLUMP 4", MAXIMUM AGGREGATE SIZE 1 -1/2" DA h T PER CU/YD Rt E EXPOSED TO WEATHER, FOR SLABS AND PORCHES AND RETAIN = . "` LL - F a► EDS TO WEATHER. EXTE 5C5 SLABS TO BE A .i - INED NOT d-e5 �la1211l FRAMING LUMBER (UNLESS OTHERWISE NOTED ON PLAN) UNO PLATES AND SILLS STUDS JOISTS AND RAFTERS POSTS AND HEADERS BEAMS GLU -LAM BEAMS (SIMPLE SPAN) GLU -LAM BEAMS (OVERHANGI•G) DECK JOISTS DECK BEAMS METAL CONNECTORS "SIMPSON" BRAND OR AN IGBO EQUIVALENT 25 PSF LIVE LOAD 40 PSF LIVE LOAD 30 FSF(SLEEPING RM) HF #2 OR BTR (FT@ GONG) HF "STUD GRADE" HF #2 OR "Tit" DF #2 DF #1 OR" PARALLAM" 24F -V4 24F -V8 P.T. OF #2 P.T. DP #1 MASONRY MORTAR: TYPE 5, 1 PC, 1/2 LIME PUTTY, 4 SAND. STEEL: GR. 40 JAMES - ANDERSON D ESIGN, P.S. F2 E5lOENT7AL ARCHITECTURE - 50 ilk i l� .ATHERYNE ANDERSON REGISTERED ARCHITECT 330 DAYTON ST. tt6 EDMONDS, INA. 98020 (425) 776 -6766 TELEPHONE/FAX J D ATE SHEET .foist to sill or girder, toe nail 3-8d — 1" x 6" subfloor or less to each joist, face nail 2-8d 2 staples. 1 — — 2" subfloor to joist or girder, blind and face nail 2 -16d — Sole plate to joist or blocking, face nail 16d 16" o.c. Top or sole plate to stud, end nail 2 -16d — Stud to sole plate, toe nail 3 -8d or 2 -16d — Double studs. face nail 10d 24 o.c. Double top plates. face nail 10d 24" o.c. Sole plate to joist or blocking at braced wall panels 3 -16d 16" o.c. . Double top plates, minimum 24 -inch offset of end joints, face nail in lapped area 8 -16d — Top plates. laps at corners and intersections, face nail 2-1 0d — Built -up header. two pieces with 1 12" spacer 16d 16" o.c. along each edge Continued header, two pieces I6d 16" o.c. along each edge Ceiling joists to plate, we nail 3 -8d — Continuous header to stud, toe nail 4-8d — i Ceiling joist, laps over partitions, face nail 3 -10d — 1 Ceiling joist to parallel rafters, face nail 3 -10d — ' Rafter to plate, toe nail 2 -16d — i 1 /2" regular cellulosic I fiberboardsheathing 2 staples, P14" — 1 1" x 6" sheathing to each bearing, face nail I 2-8d 2 staples, 1 — — 1" x 8" sheathing to each bearing, face nail 2-8d — 3 staples. 1 — Wider than 1" x 8" sheathing to each bearing, face nail 3-8d — 4 staples, 1 — Built -up corner studs 10d 24" o.c. Built -up girders and beams, 2 -inch lumber layers lOd ; Nail each layer as follows: i 32" o.c. at top and bottom and I staggered. Two nails at ends i 1 /2" regular cellulosic I fiberboardsheathing 1 galvanized roofing nail 6d common nail staple 16 ga., 1 long 3 6 1 /2" structural cellulosic fiberboard sheathing 1 galvanized roofing nail 8d common nail staple 16 ga., 1 long 3 6 1 2 25/ structural cellulosic ' fiberboard sheathing 1 galvanized roofing nail 8d common nail staple 16 ga., 1 long 3 6 1 1 /2" gypsum sheathing 1 galvanized roofing nail; 6d common nail; staple galvanized, 1 long; 1 screws, Type W or S 4 8 5 /8" gypsum sheathing i 1 galvanized roofing nail; 8d common nail; staple galvanized, 1 long; 1 screws, Type W or S 4 8 A.S. ASV, ALT BD. BLK'G BM GANT. G.B. GDR GL GL . C-OM COMP GONG GONT D.B. DBL DIAM E.E. E.S. EX ESP EXT FIN F.G. F .J. F.F.L. FOS FP FTG GLB GL GR GWB HD HDR HR EIGT. H.L. 41x+1 ESM ESP U.G. EINH EBB L.P.O. VTO GFM ABBREVIATIONS /GENERAL CONSTRUCTION ANCHOR BOLT ABOVE ALTERNATE BOARD BLOCKING SEAM CANTILEVER G4RRIAGE BOLT GEAR CEILING JOIST CENTERLINE CLEAR COMMON COMPOSITION CONCRi I it CONTINUOUS PENNY DEADBOLT DOUBLE DIAMETER EACH END EACH SLOE E..AGH WAY EXISTING EXPOSED EXTE F1NiSH FIBERGLASS FLOOR JOIST FINISHED FLOOR LINE FACE OF SW FIREPLACE FOOTING GLU -LAM BEAM GLASS /GLAZING GRADE GYPSUM WALLBOARD HOiLDOV^4M HEADER. HANDRAIL HEIGHT HEAT LAMP '1-IC3T I/VATER AB BREV I AT I CDN S /EL EGTR ICAL /M EGH AN I GAL/ LIGHTING ELECTRIC SERVICE Mb I i:R ELECTRIC SERVICE PANEL UNDERGROUND ELEGTR10 WALL HEATER ELECTRIC BASEBOARD LOCATE. PER OWNER VENT - 1• - p OUTSIDE CUBIC FEET PER MINUTE ELECTRICAL/ MECHANICAL/ LIGHTING SYMBOLS SWITCH 3 WAY SWITCH DIMMER SWITCH TIMER SWITCH DUPLEX OUTLET HALF SWITCHED SPEC. APPLIANCE FLOOR OUTLET 220v OUTLET WATERPRF OUTLET GFIG OUTLET lNGL. INT LAM LIN MAX M.B. MIN INC. NTS O.A. O.G. O.H. 0513 P.B.O. PL P.T. PW R RELOG REO'D R45 R.O. R.S. S.C. SHT SH SKY SLOG SW T T -( T. B. T.PL. TYP T4G UNPIN[. U.N.O. V.B. V.G. WD W.I. W.P. GFIG 5D W.S.L H.B. G.O. G.A.R. ELECTRIC PANEL E=LECTRIC METER SMOKE DETECTOR EXHAUST FAN GABLE JACK DOORBELL/CHIME PHONE JACK THERMOSTAT HEAT REGISTER BASE BD INCLUDE INTERIOR LAMINA 1 ti-) LINEN MAXIMUM MACHINE BOLT MINIMUM INCLUDE NOT TO SCALE OVERALL ON CENTER OVERHANG ORIENTED STRAND BOARD PROVIDED BY OWNER PLATE PRESSURE TREATED PLYWOOD RISER RELOCATE REQUIRED ROD AND SHELF ROUGH OPENING ROUGH SAWN SOLID CORE SHEET SHELF SKYLIGHT SLIDING SHEARWALL TREAD TIE DOWN (ft) TOWEL BAR TOP PLATE TYPICAL TONGUE AND GROOVE UNFINISHED UNLESS NOTED OTHERWISE VAPOR BARRIER VERTICAL GRAIN WOOD WROUGHT IRON WATER PROOF GROUND FAULT INTERRUPT CIRCUIT SMOKE DETECTOR WATER SERVICE LINE HOSE BIBB CLEAN OUT GOLD AIR RETURN SURFACE LIGHT WALL MNT. LIGHT RECESSED LIGHT CHANDELIER FUJOFZESCENT TRACK LIGHT PULL CHAIN LIGHT GAS METER FLOOR DRAIN HOSE BIBB • Blocking between joists or rafters w top plate, toe nail Rim joist to [Op plate, toe nail I 3nnarae r¢� ^it stud and oaax. lam will 2" planks Roof rafters to ridge, valley or hip rafters: toe nail face nail Rafter ties to rafters, face 5 / i ti " -1 /2 " '9 1 ., 1 -1 1 /4 • Other wail sheathing Wood structural panels, combination subfloor underlayment to framing 6d deformed nail or 8d common nail 3 14" and less i 7/8 „ -1„ DESCRIPTION OF BUILDING MATERIALS 1 -1 DESCRIPTION OF BUILDING ELEMENTS TABLE 8602.3(1) FASTENER SCHEDULE FOR STRUCTURAL MEMBERS 10d common nail or 8d deformed nail DESCRIPTION OF FASTENERC.c 8d common nail or 8d deformed nail 10d common nail or 8d deformed nail NUMBER AND TYPE OF FASTENERa 3 -8d 8d 2 -8d 2 -16d 4 -16d 3 -16d 3 -8d Wood structural panels, subfloor, roof and wail sheathing to framing, and particleboard wall sheathing to framing 6 Edges (inches) 6 6 SPACING OF FASTENERS SPACING OF FASTENERS 6” o.c. and at each splice. At each bearing 6d common nail (subfloor, wall) 8d common nail (roof)f 8d common nail 6 6 12g 12g 12 Intermediate supports°'° (inches) 12 12 12 1 For S1: 1 inch = 25.4 mm. 1 foot = 304.8 mm, 1 mile per hour = 1.609 km /h. All/ itsas are inroad( - tamme toner tf fumed shank%weep (tubule lathe uTBe shined_ Nails used fur framing. and: then: thing connerliens shall have minimum average bending y ieldstrengths as shown: 80 ksi (551 MPa) forshank diameter of 0.192 inch (20d common nail), 90 ksi (620 MPa)for shank diameters larger than 0.142 inch but not larger than 0.177 inch, and 100 ksi (689 MPa) for shank diameters of 0.142 inch or less. b. Staples are 16 gage wire and have a minimum 7 /16-inch on diameter crown width. c. Nails shall be spaced at not more than 6 inches on center at all supports where spans are 48 inches or greater. d. Four - foot -by -8 -Foot or 4- foot -by -9 -foot panels shall be applied vertically. e. Spacing of Fasteners not included in this table shall be based on Table R602.3(1). F. For regions having basic wind speed of 110 mph or greater, 8d deformed nails shall be used for attaching plywood and wood structural panel roof sheathing to framing within minimum 48 -inch distance from gable end wails, if mean roof height is more than 25 feet, up to 35 feet maximum. g. For regions having basic wind speed of 100 mph or less, nails for attaching wood structural panel roof sheathing Lo gable end wall framing shall be spaced 6 inches on center. When basic wind speed is greater than 100 mph, nails for attaching panel roof sheathing to intermediate supports shall be spaced 6 inches on center for minimum 48 -inch distance from ridges, eaves and gable end wails; and 4 inches on center to gable end wall framing. h. Gypsum sheathing shall conform to ASTM C 79 and shall be installed in accordance with GA 253. Fiberboard sheathing shall conform to either AHA 194.1 or ASTM C 208. i. Spacing of fasteners on floor sheathing panel edges applies to panel edges supported by framing members and at all floor perimeters only. Spacing offasteners on roof sheathing panel edges applies to panel edges supported by framing members and at all roof plane perimeters. Blocking of roof or floor sheathing panel edges perpendicular to the framing members shall not be required except at intersection of adjacent roof planes. Floor and roof perimeter shall be supported by framing members or solid blocking. I 1 NOMINAL MATERIAL THICKNESS 1 DESCRIPTIONS. b OF FASTENER AND LENGTH I Edges (inches) 1 (inches) 1 (Inches) Wood structural panels subfloor, roof and wall sheathing to framing and particleboard wall sheathing to framing NOMINAL MATERIAL THICKNESS (inches) DESCRIPTIONu.b OF FASTENER AND LENGTH Floor underlayment, plywood - hardboard - particleboard 11 3/ 15137 and 1 /7 19 /32, 5 /8, 23/32 and 3 /4 1 long ring - grooved underlayment nail 4d ring- grooved underlayment nail For SI: 1 inch = 25.4 mm. a. Nail is a general description and may be T -head, modified round head or round head. b. Staples shall have a minimum crown width of 7 /16 - inch on diameter except as noted. c. Nails or staples shall be spaced at not more than 6 inches on center at all supports where spans are 48 inches or greater. Nails or staples shall be spaced at not more than 12 inches on center at intermediate supports for floors. d. Fasteners shall be placed in a grid pattern throughout the body of the panel. e. For 5 -ply panels, intermediate nails shall be spaced not more than 12 inches on center each way. f. Hardboard underlayment shall conform to ANSI /AHA A135.4. VEI 111,A T'[t)N RA'I 1 11 .5 FUR A IA. r,Tt[7Ui' R Or :CUT'ANC :ILS f't)Ult 5 rOItiiS AND TAMS Piiitirrr nrtal ninotin+nr,+ l'crrlliufi,rn ftnlc. ^.t C' ;tl +ic I !'cr TtITrtulc Fli nn Art:a,ltZ . 511U 501.1000 1001 -15UU 1501 -2000 (24H14 - 25d1yi 2501.3000 3001 -3540 3501 -4400 40111-5000 50)01.61100 6001 -7000 71)01 -8U00 R1x11 .9011(1 >9001) 51 3 18 V513. and 1 /2 19'32 and '/8 2 23 132 and 3 /4 0.113 Nail 2 Staple 15 ga. 2 0.097 - 0.099 Nail 2 1 residence 15 CUM per Ply—mate 1 /4 and 5/16 Hardboard 0.200 Particleboard 1 /4 3 /8 1 /2, 5 /8 2 or lass milt. I\ lux. 5U 55 60 65 70 75 813 85 95 11)5 115 125 135 145 75 83 90 98 105 113 120 128 143 158 173 188 203 218 5 find exceed 8 1nn1rnrmi. - 1 he 1 0.097 - 0.099 Nail 1 Staple 15 ga. 1 Staple 16 ga. 1 !Staple 15 ga. 1 1 0.097 - 0.099 Nail 1 . 1 Staple Staple 15 16 ga 1 /0.097 -0.099 Nail 1 6 Staple 16 ga. 1 0.113 Nail 1'/8 Staple 15 and 16 ga. 1 0.097 - 0.099 Nail 1 Stapie 14 ga. 1 Staple 15 ga. 1 0.097 - 0.099 Nail 1 !Staple 16 ga. 2 1 Staple 14 ga. 2 Sores a...1 WG: 1 -5 1 1 /4 ring or screw shank nail minimum 12 ga. (0.099 ") shank diameter Staple 18 ga., '18, 3 /ta crown width 1 1 ring or screw shank nail — minimum 12 ga. (0.099) shank diameter 1 ring or screw shank nail— minimum 12 ga. (0.099) shank diarneter Staple 16 ga. 1 4d cement- coated sinker nail 3 mitt, I'1nx. 65 70 75 80 85 90 95 100 110 120 130 140 1513 16 98 105 113 120 128 135 143 150 165 180 195 210 225 24 0 lretitt:nn+s, Inc' ruse the mini mnximtmt Cl'h1 is calunI in 1 WHOLE HOUSE FAN SELECTION Manufacturer: + 4J 7J 4 Mode! #: 1� ZOY Z CFM @.25 WG: 14 3 Staple 18 ga., 7 /8 long, 3 /16 crown 6d ring - grooved underlayment nail Staple 16 ga., 1 long, 3 /8 crown 6d ring - grooved underlayment nail Staple 16 ga., 1 long, 3 /8 crown 85 90 95 100 1U5 110 115 125 135 145 155 165 175 TABLE R602.3(2) ALTERNATE ATTACHMENTS Staple 18 ga., 7 18 long (plastic coated) 4 Nlln. n11:x. 80 120 128 135 143 15 158 165 173 188 203 218 233 2.18 263 Bedrooms 5 nTit:. 1Inx. 95 143 100 • 150 105 158 11 165 12U 125 130 140 1513 161) 170 180 190 180 188 195 2113 275 240 255 270 285 6 mitt. nlnx. 110 115 120 125 130 135 140 145 155 165 175 185 195 205 :tutu requirement listed .5 times lice minimum. 165 173 180 188 195 203 210 218 233 248 263 278 293 308 6 6 4 6 3 6 6 3 6 5 3 4 5 4 3 SPACING° OF FASTENERS Edges (Inches) 3 6 6 6 6 3 3 3 6 3 6 SPACING OF FASTENERS 7 Afirt. ■lltx. 125 188 130 195 135 203 140 210 1.15 218 15U 225 155 233 160 240 17U 255 180 27U 190 285 200 300 210 315 220 330 Intermediate supports (Inches) 12 12 1 12 12 6 12 12 6 12 10 6 8 10 8 6 Body of panel (Inches) JAtMES- AtNaERSON 37ESIGN RE /DEN17AL ARG1417EC7 ERE 6 5 8C 12 8 lttr R betirtmiwt by nut nr1d1titn+n1 6 6 6 6 6 10 6 10 6 8 nlitt. 641x. 14U 210 #45 218 15U 225 155 233 160 2413 165 248 170 255 175 263 185 278 195 293 205 308 215 323 225 338 235 353 -S gf "r) lz }T, ,4)(2 PALL-Ai ATI .l s GATT -IY ANDERSON • REGISTERED ARCHITECT 330 DAYTON ST. a6 • EDMONDS, WA 48020 "!'i6, -6 PL-IONE 1 FAX Tfb -bribe/ r DATE SHEET HOLDOWN SCHEDULE HOLDOWN / STRAP FASTENERS FOUNDATION ANCHOR COMMENTS # STHD14 /1487 38/30 -16d sinker N/A # MSTC40 36 -16d sinker N/A equal number of nails to both connected elements # HDUS- SDS2.5 20 -SDS /4x2' /2 SSTB28 f A nl 1 ;; -iG. 7442 7 /4 � \ 6 1 1 1 • - L..K r --r 19L co . 17.: _ I, I2 1 ,c / z ►1 r a y 7' Pdez- {'lf! 0Y- )1,.,- 1 l'//2 T C fb 0 n1 EA �D (r ✓1 I}J nou..r. ru....r.u.. smaammillin uu ONIIMMEMZEIN atm ..um =..0 O I 1 ai ; 1 � r� ;o j isiL xJC c •M 5PI C 3 1- 1L 1� 1 4/P, r >7 WALL- A D ate • • 1.621...,... . ,. WIEMI V - Q0 / x /-r rT7� 171r L ARC f7 �� 7J1?E Pe;w0- 1511tA26t 66616, Z77 // 0 g,'S-` 4 Ti`-s r.. •7 �tJl E�iS - 1 .CrilTE o CA Y GN ST. = 6 • ✓MCVOS, "P-.. =-"a0: . 6-766/ -!Ci E r x 76 - •L scz: : ^ma c ' ` I 0 7/ 4- I i r e ;; 4. G OUk P&1 O 4 COPYRIGHT © JAD 200 UNAUTHORIZED REPRODUCTION OR USE 15 PROHIBITED AND PROTECTED BY FEDERAL LAIN �. —) HOLDOWN SCHEDULE HOLDOWN / STRAP FASTENERS FOUNDATION ANCHOR COMMENTS # STH D14/ 14RJ 38/30 -16d sinker N/A 0 MSTC40 36 -16d sinker N/A equal number of nails to both connected elements * HDU8- SDS2.5 20 -SDS /4x2 SSB28 A L [? �{{ 111 -0' ' . XCy �L Qi-- Xc;4 - - k1i/ [ 1 ,0 ' ■ ` GONG 1 .Za- 0i 4 ' ■ dy G h�7 t4 1 Y f 1 17641 2 3� n 1111;. • 'C „ i 1111 .....: .•a•r.• .n. aa.uua••u•ne •n.w• .s.m.�.a .u •ul•Na..1•=1! a i ri I • ...111111n•. !man. rasa. •aa. , m11.11111 1 • J 1 -7/4, Jam. Th COPYRIGHT © IAD 2001 UNAUTHORIZED REPRODUCTION OR U5E I5 PROHIBITED AND PROTECTED BY FEDERAL_ LAIN — IAMES -: MC =G'N D1 =�iG�4 iz7emAc. Arrc r ,vE P w_1_, J 1; 1 e, ` 7 7 7 / - r-- - � 1 114 <01 a , NI;E _°GN • Ras i a >==7 KGfil i ter.- 3S0 Ci F.YTGN ST. :6 • =1-iG IOS, 1`IP+. °SQ2O -6-6 166 PHONE P ?..X 176-67'66 WP-:.- raN ov' ---- V4 t'- _r,0 R 5 D - 1 - 47 �� Ot : 9 10 II .b UN,o iL' K.14117- if I -r 0 7 7 r I/ U_ 1 L IC-a V M 4v11 1 , O " *1466*. 4-‘ e-01-4 -- — ft-r-- 61 1.4r7 W/19e5S171 • 0 1 ne_ . 66.4'14 1 7 - 24-trQ , ■, , ,4,64.-1-- 1 7- 1,M44 .e.g /1440 I v4A.LL- rof1-1-121 14vit- 77._ii,J2) x" 4-tz,i71-14 --71_6_t•-76 4:925C7 t 1 ) et-x67 l'Pr 1(‘ N v7z,Fik_ Ago_A FIRST FLOOR PLAN 4 ,- 7 113 4<A,-0 5OALE 1" = 4'-O" 16 ,1_, 69 11 11 1 JAMES-ANDER.SON DESIGN, P.5. RESIDENT7AL. ARCHITECTURE COPYRIGHT © JAD 2001 UNAUTHORIZED REPRODUCTION OR USE 1S PROHIBITED AND PROTECTED BY FEDERAL_ LAIN POWELL HOMES Four Gellorations of Experience F2/k/ re`51- r Fi NJ CATHERINE ANDERSON REGISTERED D ARCHITECT 550 DAYTON 5T. #6 EDMONDS, NIA. c15020 (425)116-6166 TELEPHONE/FAX DATE SHEET t h G2c9961 - 0 Ca I -6 6 11 = � T, - II 1'-& ' , 6 6 Irk 4. O f i i 54 { ✓1 N ( Li 1,1 Ate it {42 ,'-411 4L 1.1v 1 eio COPYRIGHT © JAD 2001 COPYRIGHT UNAUTHORIZED REPRODUCTION OR U5EIS PROHIBITED AND PROTECTED BY FEDERAL LAIM V / V 4J-41-M L 7 >e \/r 1604a _L 11 2 L;2. , S!C.OMP PLODS PLAN D� ' [, i i I�l t274 I SCALE- 1" = 4' -0" 4LJe-4.1 I. I4 , /^/ l 6 4° 1 11 9i011-14 1' N (425) T16 -6766 TELEPHONE/FAX JAMES - ANDERSON DESIGN, P.5. RESIDENTIAL ARCHITECTURE CATHERINE ANDERSON REGISTERED ARGHITEGT 550 DAYTON ST. tt6 EDMONDS, I/1A. '1S020 DATE SHEET 5 0 wit (g_s),14 R (?, 4- , Czxii/ .(7)r -66 w2t37,, J v*r fAa'.,0 _ioel ki 61e-- sc-ALE 1" = 4-0" Vfn' z SECisa:7 FLOOR FRAMINS 7 _ 1, -1'fitls411-111.2 --ra AfAKM 42v ..- 14.4C'Af 6/fL c/z4-4 01-1 P iz-zr! A,a/ 7,x 44= 4. 41 /z wJ-rl i,16(ri 01.1 V7 IJ �7 1-1 r-rf4 y to r. ( ROOF FRAMINS COPYRIGHT CO -11 2007 UNAUTHORIZED REPRODUCTION OR USE 15 PROHIBITED Aro PROTECTED 5Y FEDERAL LAIN Z.;.< 6; 6 0 0 64-) sx,(2 1 1-11414 44-41 • L, G JAM ES-AN DERSCN :7E5 IS , F.S. RESIDENTIAL ARCHITECTLRE Nei C W7 / • /A41 CATHERINE ANDERSON REGISTERED ARCH II= 330 DAYTON T. . 51:71 A. 48020 (425) T16-6766 TE1-$1 ONE/FAX J 7 DATE VMINVOV4 SGHEPULE # SIZE TYPE AREA "U" "UA" NOTES 1 6/0X6/10 Patio 41.00 034 13.04 Safety gls 2 5/0X3/6 51dg 55.00 035 12.25 (2)egress 1 6/0X4/0 51dg 24.00 035 8.40 Egre55 2 2 /0X3 /O 51-1 12.00 035 4.20 Obscure 4 3 /0X4 /O SH 48.00 035 16.80 Top 1/2 grid 1 5/0X6/10 Patio 54.11 0.34 11.62 Safety gls /grid 1 2/0X3/0 Fixed 6.00 0.35 210 Grid /safety gls 2 5/0X4/0 51dg 40.00 0.35 14.00 Egress 1 4/0X4/0 SIdg 16.00 0.35 5.60 R- 13,wood studs .082 3.T1 E. Floor Over Unheated R -1 .041 1.89 Space Insulation 15 11 111111 .: �I i I � 1 256.16 111 1 1 88.x1 I III 1 1 1 ' III IiII11 WEIGHTED "U" 0.341 OVERHEAD GLAZING 1 2/0X2/0 5ky 4.00 0.58 2.32 1 2 wEIGHTED 2 /0X4 /O !III I I I RH 111111111111 "U" Sk 1111 ! 111111 ,,11 8.00 12 0 58 11! 1 1 .11i.111 4.64 6.960 0.580 1111 1N!1 I1 i 1IN III 11 DOORS 1 2/8X6/8 5C wd Exempt Design Heating Load 24731.80 DHL= (heated floor area) 2018 1 2 WEIGHTED 3/0X6/8 1 111 4011011 1I "U" In stl I�IIIII I I I�I 1�� i i l1 1 0010 19.98 19.950 016 10011111 11111 °l 3.20 3.20 0.160 Oil 1 1.1111 i1,1111111 I I WINDOW MANUFACTURER MILGARD MFG DOOR MANUFACTURER EMPIRE Building Component Description U or F Value Heat Loss Factor Component Footage Heat 1055 in BTUH A. Window,5kylite Double NFRG certified .541 15.96 256.2 4058.83 Sliding 4 Swinging Skylite uncertified 1.050 48.30 12.0 51.60 Glass Door B. Opaque Door Wood 1 3/4" sc .460 21.16 Wood 1 3/5 SG .460 21.16 18.0 350.88 insul. metal w /wd frame .160 1.36 20.0 147.20 Insul. metal w /metal frame .560 16.56 G. Roof /Ceiling R -S0 .036 1.66 Insulation R -38 .031 1.43 1234.0 1 150.68 D. Wall insulation R -21, wood studs .05 2.62 2011.0 5445.89 above 4 below grade R -19, wood studs .062 2.85 R- 13,wood studs .082 3.T1 E. Floor Over Unheated R -1 .041 1.89 Space Insulation R -30 .029 1.53 414.0 552.28 F. Slab On Grade Floor R -10 .540 24.84 116.0 2881.44 Perimeter Insulation G. Basement Floor R -10 .600 21.60 H. Infiltration Post 1980 .018x.6 AGH 0.50 11102.0 8596.00 Design Heating Load 24731.80 DHL= (heated floor area) 2018 11.00 Minimum Required Equipment Size = DHL x 1.0 24131.80 Maximum Allowed Equipment Size = DHL x 2 40463.60 (May exceed 200% of DHL W it has an AFUE of 90% or >) Proposed Equipment Size (Output) 36000.00 Id ∎A MPS /A- 'T -- T 1 1 i • p o r�.0 Ms ul ` " 11 ti a ll � TiiirN - -- I ll� .► . "J �O� I?i I 1 r cD CAD c v t(-1 94g. 1:' k 11 � • 1 THE WASHINGTON STATE ENERGY G0DE . WAG 51 -11 . 2006 EDITION TABLE 6 -1 . PRESCRIPTIVE REQUIREMENTS FOR GROUP R OCCUPANCY, cumATE ZONE 1 OPTION GLAZING GLAZING GLAZING DOORS CEILING VAULTED WALL WALL.int WALL.ext FLOOR SLAB %FLOOR U -Value U -VALUE U -VALUE CEILING ABOVE BELOW BELOW ON AREA vertical overhead GRADE GRADE GRADE GRADE IV Unlimited 0.35 0.58 0.20 R -35 R.-30 R -21 R -21 R -10 R -30 R -10 COPYRIGHT © JAD 2001 UNAUTHORIZED REPRODUCTION OR U5E 15 PROHIBITED AND PROTECTED BY FEDERAL LAW 2078A 3 car EQUIPMENT SIZING FORM JAMES- ANDERSDN DESI P.S. RESIDENTIAL ARCHITECTURE POWELL HOMES Four Generations of Experience CATHERINE ANDERSON REGISTERED ARCHITECT 330 DAYTON ST. tt6 EDMONDS, Y'IA. 95020 (425) TT6 -6155 TELEPHONE/FAX 2078A1 SHEET DATE 11 -z /1-O7 SILL - TO - FOUNDATION *1 FLOOR -TO -SILL & ROOF -TO WALL BASE PLATE *7 CALL OUT 5 /8 "0 © 60 "oc or 1/2 "0 (a 6O"oc M35 @ 36 "oc *3a *H1 @ 24 "oc *4a 16d @ 10 "oc A 5 /8 "0 @ 60 "oc or 1/2 "0 Cad 40 "oc *A35 @ 20 "oc *LS50 @ 24 "oc *4b 16d @ 6 "oc B 5 /8"� @ 48 "oc or 1 /2 "0 e 32 "oc *A35 @ 16 "oc *LS50 @ 18 "oc *4b 16d © 4 "oc C 5 /8 "0 @ 16''oc or l /2 "0 (a 12 "oc *A35 @ 12 "oc *LS50 @ 12 "oc *4b 16 d @ 3 "oc D 5 /8 "0 @ 12 "oc or 1 /2 "0 fad 8 "oc *A35 @ 8 "oc *LS50 @ 8 "oc *4b 16d @ 2'oc E N WALL SHEATHING CALL OUT SHEATHING THICKNESS EDGE NAILS 6 7/16" 8d @ 6 "oc 4 7/16" 8d @ 4 "oc 44 7/16" both sides *5 Sd @ 4 "oc # HDU8- SDS2.5 20- SDS SSTB28 HOLDOWN SCHEDULE HOLDOWN / STRAP FAS I LNERS FOUNDATION ANCHOR ' COMMENTS # STHD14 /14R3 38/30 -16d sinker N/A # MSTC40 36 -16d sinker N/A equal number of nails to both connected elements # HDU8- SDS2.5 20- SDS SSTB28 FIRST FLOOR SHEARY ALL LAYOUT 1/S " =1'-4" SEGO>�!D FLOOR SHE RYV>�LL LAYOUT 1/8 " =1'-O" T t � v IL ? -('or �. I4 &11✓ 'i4" O ' ' 1 ' ° k \/ 3 17.;e)w5 giA /7„' 60,C V 41 5%4 Ate _i .1 . 1 0 1 • 7 Ll� C,al -1G 5►' y� Wb z 4 14 1-4 i4 c:21 4A, SWF ROOF DIAPRHAGM PER S i RUCT NO i t5 EDGE NAIL SOLD BLOCKING WALL FLOOR RIM/BLKG (OR ROOF GABLE) EDGE NAIL EDGE NAILS EXTERIOR SHEARWALLS DIAPHRAGM PER STRICT NOTE, H2.5 MIN @ALL ROOF MEMBERS II.H.O. @ SHEARWALLS SHEARWALL SCHEDULE 1 Anchor bolts embedded at least 7 ", or expansion anchors embedded at least 4 ". See detail SWB. 2 3x, 2 -2x (lamination connection same as WALL -TO- FLOOR), or greater sill plate required. 3 See detail SWF. Connections vary depending on condition. 3a Substitute 16d slant nails @ 8 "oc for *A35. 4 See detail SWR. Letter designations a, b, & c refer to specific conditions. For gable -end roof connections see detail SWF. 5 Abutting panel edges require a 2 -2x (lamination connection same as WALL BASE PLATE), 3x, or greater stud. 6 Perforated shearwalls require shear nailing above and below openings. 7 See detail SWB. - 38935 (PSW) *6 SHEAR FLOW CONNECTIONS / SPACING SHEARWALL wI TRUSS OR RAFTER SEARING SWR SHEARWALL ROOF CONNECT TONS, TYP a NAILS PER SW SCHED WALL BASE PLATE • CONNECTION 1 SHEARWALL FLOOR (ROOF GABLES) CONNECTIONS, 11(P N.T.S. L558 @ SHEARWALLS PER SC,HEi� �- SOLD BLKG A35 PER SW SCHED DOUBLE- SID ED SHEARWALLS, INTERIOR SHEARWALLS, & EXTERIOR SHEARWALLS @ CANTILEVERS H2.5 @ ALL ROOF MEMBERS SHEARWAIIS PER 5c1 C 111 @ SHEARWALLS COPYRIGHT OO JAD 2007 UNAUTHORIZED REPRODUCTION OR USE f5 PROHIBITED AND PROTECTED BY FEDERAL- LAW JAMES - ANDERSON DESIGN, F.S. R , ARC-lITE67URE POWELL + HOMES Four Generadons Eaperience CATHERINE ANDERSON REGISTERED ARCHITECT 330 DAYTON ST. #6 EDMONDS, NA. 48020 (425) T7b -6166 TELEPHONE/FAX DATE SH 1 0 /6.c ...d .1.,..A ..6■It, ..:,...-.....-....--.......,:.....,■;111414riiii■Iihi4g.40.4.4...m...-........1.61E..14......... ■,,,,,,,,.........,„..., • I 1 . qp J 1 • I . 1 : --....:t111 ....r ,■.{.1,,:.1 1,....51:4;i4Ifiqiiittlidil4IiIIIbi,410.1jillitai4....10. ..N.db.......• • i- . , . • •4,■■•mq! • i.4114.1ii, illititi ...‘fi■i■thiti...••••- -,4■11Es44, t •••"'n' ' ta Ji f • , ..... , ....qamilhmainnali■lia0mii,..Dan.N.,,nu i■ „ ANNA 011;1%11 it iluttiltr.f.1 11...!• 1 11 •k 0 7 1 - 11 0 4 r \\\._ • rz I to 4 kD LL 0 >- z O - 0 C o F- • o • E H u j O 0 Q • < 1-- 1 11 • R O 0 L e7 rn )- -± - ° O z o ' • 6162 mg= PERED ECT CATHERINE 13 J ., TIERSON STATE OF WAS; iINGTON <7., 77 77ti NOV 3 0 2007 , , !A■ ID o 1-W I(. tvohierreAlf 17.41 v4611 Li d6 4-}!G H { - ro-rD' r 1JF1 -1 uX -1- .1Vz- G+vJp 4 4, ' LIsJ[ '-� ✓^ firms` 1 SECTION 2. 2 2 4r Ok 1 :IHF 112& fr r/ ALUM ` �'� M �;�F ° _,a� - E 1 � 3 1 I h i 5d IAN Th i'i - XIIAU5T DUCT INRAP 12 -ii VENT TO EXTERIOR - - 5CREEI =ED FRE51- AIR ]INTAKE Vet S'r 7 1 00" aa:f ,AdvEHI 0 1 -1 ELECTRONIC. DAI G A5 FURNACE • 4" 6- 1 j kW" 9 rov 2 g � } 6) `— 1"41HHOLE HOUSE FOIST, STAL1: INTERIOR AIR f-IANliAL AIRFLOIM ADJUSTI- IEI.1T DAME ER u <� RETURN AIR 1 24 13R i'11 IER YI!'rl4 0t.I - or. r sl^ltTG1 I GOMBUSTI0IJ 'URl'IACE AIR 14•ISULATED SUPPLY DuGTS R -8 - EXI'IAUS r FAN '1 E?MIHATION VENT EXHAUST UST AIR EXHAUST AUST FAI•I IN'rAK E (SEE b101 E5 FOR Crl SONE RATII.1G AWO T1I -IER SI ^1ITC1 -I) SUPPLY AIR a 1=UR$'1A'+GE INTEGRATEf7 I^IHOLE HOUSE ■/ENTIL4TIOk SYSTEM I4U� 5 pow J '1 • a V ,v P C' E".. 4_ a7 { _ 1 /' Iyt tt7i 1 Al 6 z 10 1 <-1z_ Go -lam x 4- f I '�N1NC 1,60 - I L- - ¢ C.61-4.6 'L 6N,rten 4' 1',Lv5L- Ov ' 4 r- .r• cc, 1.41L. ;900 } 1 1, -17 4I p 1 L•= +- �7 �P 17/ T !� Z � /14-' Z. a - 4 r y �� 6l,L I a14r 1 , )&a c Ig l' rr r I .I n I ' u.1'_ U 4 1 d , , ° ' _. u• , as.�u .iiu..u s • •l.�f �i�ilfi�YYrA ■ i��W��..o�.�e�i�it • - . . 1 6 rfII.`.r4* Ho 1 110 • ( ' .1 r`.-) w/1 -i d nos GoNT P _, w , r jY7' :- ll-1 r' IG ` r. Ubt- '' I _ ICI I ' 1 /+ -r i • 1 _a _ 4 _ - '°o w vA' meows eSII r e;“9 , A.L.,/.11..1 6V-1 S.X. R•brr5 (LW 4 I✓ w/r a - '149 Yz" 4wr -b ( 1 , / .K 3 L- : K �.• 6{ 1 6 R rifs-) PLO . 1" ,4k, ( e ‘-)L D.6 r0 P`OH P, !.III-4 2 - _ 4 ;1.4 w 1 H 1= 1=% c & l Fp4-1 J Li-•- 9 1/2 L ecigepl 't p ) COPYRIGHT © JAD 2001 UNAUTHORIZED REPRODUCTION OR U5E IS PROHIBITED AND PROTECTED BY FEDERAL LAW -A N4 ES-AND ERSCIN DESIGN rz rnAL RQ f7 WRE AL L; �LIF .64 Z.01 I i--41-0b 40) 1 44. iZo r� Lp_ I 1 +R d .'• -'? Lkeppz1,447. 4Jr4 1-r R- s. 41 lid. 114 ►1I 1 IIZ RAI CATHY ANDER°ON • RESISTERE`J ARC1 -CITE T 330 DAYTON 5T. =6 • DMONDS, YNA. 0 8020 716 -6166 PHONE FAX 716 -6766 24'06, k1J M4' SH�.11 �� 1