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HomeMy WebLinkAboutPermit D07-026 - PEDERSON HOMES - LOT 3PEDERSON HOMES LOT 3 4235 S 150 D07.026 Parcel No.: 0042000097 Address: 4238 S 150 ST TUKW Suite No: Tenant: Name: PEDERSON HOMES, LOT 3 Address: 4238 S 150 ST , TUKWILA WA City > Tukwila Owner: Name: PEDERSON TED Address: 27148 12 AV S , DES MOINES WA 98198 Phone: Contact Person: Name: TED PEDERSON Address: 27148 12 AV S , DES MOINES WA 98198 Phone: 206 947 -0638 Contractor: Name: PEDERSON'S CLASSIC HOMES INC Address: 14459 25TH AVE S , SEATAC WA 98168 Phone: (206)241 -9001 Contractor License No: PEDERCH973D4 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 DESCRIPTION OF WORK: CONSTRUCTION OF 3324 SF SFR WITH 416 SF ATTACHED GARAGE AND 92 SF OF DECK PUBLIC WORKS ACTIVITIES INCLUDE: TESC, LAND ALTERING, AND STORM DRAINAGE. WATER DIST. 125 & VAL -VUE SEWER DIST. Value of Construction: $321,740.04 Fees Collected: $4,989.89 Type of Fire Protection: SPRINKLERS International Building Code Edition: 2003 Type of Construction: VB Occupancy per IBC: 22 **continued on next page ** Permit Number: D07 -026 Issue Date: 05/21/2007 Permit Expires On: 11/17/2007 Expiration Date: 03/24/2009 doc: IBC-10/06 007 -026 Printed: 05-21 -2007 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N Fire Loop Hydrant: N Flood Control Zone: Hauling: N Land Altering: Y Landscape Irrigation: Moving Oversize Load: Sanitary Side Sewer: Sewer Main Extension: Private: Public: Storm Drainage: Street Use: Profit: N Non - Profit: N Water Main Extension: Private: Public: Water Meter: N Permit Center Authorized Signature: Print Name: City oilukwila 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 ()JAL. Number: 0 Size (Inches): 0 Start Time: Volumes: Cut 100 c.y. Permit Number: D07 -026 Issue Date: 05/21/2007 Permit Expires On: 11/17/2007 End Time: Fill 0 c.y. Start Time: End Time: Date: J — -. — 01 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 tit - . - rfo •'e of work. I am authorized to sign and obtain this development permit. Signature; � � Date u 7 This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. doc: IBC -10/06 007 -026 Printed: 05-21 -2007 Parcel No.: 0042000097 Address: Suite No: Tenant: doc: Cond - 10/06 4238 S 150 ST TUKW 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 PEDERSON HOMES, LOT 3 PERMIT CONDITIONS Permit Number: Status: Applied Date: Issue Date: D07 -026 ISSUED 01/30/2007 05/21/2007 2: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the Building Official. 3: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431 - 3670). 4: All permits, inspection records, and approved plans shall be at the job site and available to the inspectors prior to start of any construction. These documents shall be maintained and made available until final inspection approval is granted. 5: Truss shop drawings shall be provided with the shipment of trusses delivered to the job site. Truss shop drawings shall bear the seal and signature of a Washington State Professional Engineer. Shop drawings shall be maintained on the site and available to the building inspector for inspection purposes. 6: All construction shall be done in conformance with the approved plans and the requirements of the International Building Code or International Residential Code, International Mechanical Code, Washington State Energy Code. 7: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 8: All wood to remain in placed concrete shall be treated wood. 9: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 10: Manufacturers installation instructions shall be available on the job site at the time of inspection. 11: All construction noise to be in compliance with Chapter 8.22 of the City of Tukwila Municipal Code. A copy can be obtained at City Hall in the office of the City Clerk. 12: Ventilation is required for all new rooms and spaces of new or existing buildings and shall be in conformance with the International Building Code and the Washington State Ventilation and Indoor Air Quality Code. 13: Except for direct -vent appliances that obtain all combustion air directly from the outdoors; fuel -fired appliances shall not be located in, or obtain combustion air from, any of the following rooms or spaces: Sleeping rooms, bathrooms, toilet rooms, storage closets, surgical rooms. 14: Equipment and appliances having an ignition source and located in hazardous locations and public garages, PRIVATE GARAGES, repair garages, automotive motor -fuel dispensing facilities and parking garages shall be elevated such that the source of ignition is not less than 18 inches above the floor surface on which the equipment or appliance rests. 15: Water heaters shall be anchored or strapped to resist horizontal displacement due to earthquake motion. Strapping shall be at points within the upper one -third and lower one -third of the water heater's vertical dimension. A minimum distance of 4- inches shall be maintained above the controls with the strapping. D07 -026 Printed: 05-21 -2007 16: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the Cityof Tukwila Permit Center. 17: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206 - 431 - 3670). 18: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the Building Official from requiring the correction of errors in the construction documents and other data. 19: ** *FIRE DEPARTMENT CONDITIONS * ** City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us 20: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 21: An approved automatic fire sprinkler extinguishing system is required for this project. (City Ordinance #2050) 22: All new sprinkler systems and all modifications to existing sprinkler systems shall have fire department review and approval of drawings prior to installation or modification. New sprinkler systems and all modifications to sprinkler systems involving more than 50 heads shall have the written approval of the W.S.R.B., Factory Mutual, Industrial Risk Insurers Kemper or any other representative designated and/or recognized by the City of Tukwila, prior to submittal to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance #2050) 23: 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) 24: Fire Department access and existing hydrants shall be constantly maintained during demolition and construction. 25: 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) 26: Adequate ground ladder access to rescue windows shall be provided. 27: Maximum grade for all projects is 15 %. 28: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 29: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 -4407. 30: ** *PLANNING DIVISION CONDITIONS * ** 31: All retaining walls greater than 36 inches in height must meet setbacks. Please note that separate permits from the Building Division are required for certain types of retaining walls. doc: Cond -10/06 * *continued on next page ** 007 -026 Printed: 05-21 -2007 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 ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provision of any other work or local laws regulating construction or the performance of work. Signature: dam Print Name: 6 / 4 7, d doc: Cond -10/06 Date: 3 r2 / 7 D07 - 026 Printed: 05-21 -2007 Site Address: q Z 3 6 Tenant Name: Property Owners Name: Mailing Address: 'jr I Lift VVILIt Community Develop �t Department Public Works Depart Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.citukwila.wa.us 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.: C {2 007 - Ci ( SOU( CT 40+ 3 Suite Number: Floor: New Tenant: 0 .... Yes El ..No so r l b Sst c \AO wA iihc- - 1 yg sq as t= Lz: So S87?-7 wA. 4 CONTACT PERSON - who do we contact when your;permiit is ieady. be issu Name: P i-b t Cat ) Mailing Address: f 1 -4 ( 45 - q Z`S c t2 E -Mail Address: City State Zip Contractor Registration Number: 1p a> t �Rc- tt q.l 3 Day Telephone: 2- ' " 9 4 - 0613 8 50 rt. wA a tk �o� State Zip City Fax Number: SC)& - 4% t y7 GENERAL CONTRACTOR INFORMATION (Contractor Informa for Mechanical (pg 4) for Plumbing and Gas Piping (pg Company Name: 1 ab Q^)S P1/4-Q614_ ‘4.0 tAtieS q Mailing Address: / '( '(SI 2� � 4-0 .SO SLR -7 wA C 1( p ie -7 0 City Contact Person: �� y�S 0 Day Telephone: ?�6 ' Cl q7 -- D e E -Mail Address: Fax Number: Ub- 241 - C? Expiration Date: 3- 2 y - DLO O 'l ARCHITECT- OF RECORD ; All plans must be wet "stamped by Architect of Recor Company Name: A--tCy1/4,_01/4 S I 15 t 1 _ ee Mailing Address: t '41 `S 1 (-(2-" A l!� v�evb 't W !� qgo 7 Z Cit State Zip Contact Person: Day Telephone: - 4 E -Mail Address: i).1W W . A ,, C,N uSC?415' Cs N W e - Fax Number: L(V - - 5- 201 3 ENGINEER OF RECORD - All plans must be wet stamped by Engineer of Record Company Name: N■ 1 ke.l\ L� W 62 t L 1"..."1--- 19 G . l bC ' Mailing Address: 1 g 2A Ito t Xue N ( R oi-)0 `W p A' �l fs-osZ A _5 ` City State Zip `A A Contact Person: \ v ■ kLL% I v ` t &rGh�` ` Day Telephone: N Z`J - 7 c 7 - ( 5-00 E -Mail Address: Fax Number: Q: Applications \Forns- Applications On Line13 -2006 - Permit Application.doc Revised: 9 -2006 bh Page 1 of 6 Valuation of Project (contractor's bid price): $ ZbO.c. i Existing Building Valuation: $ Scope of Work (please provide detailed information): N Mt 51I31 (e 1 — PcutiA � t^�e" Will there be new rack storage? .... Yes S 1 40 PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Will there be a change in use? FIRE PROTECTION/HAZARDOUS MATERIALS: Sprinklers ❑ Automatic Fire Alarm Wil ere 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 fety ata 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:\Apptications\Forms- Applications On Lined -2006 - Permit Application.doc Revised: 9 -2006 bh o If yes, a separate permit and plan submittal will be required. Compact: Handicap: ❑ Yes ❑ No If "yes ", explain: None ❑ Other (specify) Page 2 of 6 IT Scope of Work (please provide detailed information): Please refer to Public Works Bulletin #1 for fees and estimate sheet. Water District �,,( ❑ Tukwila •.. Water District #125 .I.. W . Water Availability Provided Sewer District ❑ ...Tukwila ValVue ❑ .. Renton ❑ ...Seattle ❑ ...Sewer Use Certificate ... Sewer Availability Provided Septic System: ❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. Su mitted with Application (mark boxes which apply): ..Civil Plans (Maximum Paper Size — 22" x34") ...Technical Information Report (Storm Drainage) • Geotechnical Report ❑ ...Bond ❑ .. Insurance ❑ .. Easement(s) ❑ .. Maintenance Agreement(s) Proposed Activities (mark boxes that apply): ❑ ...Right -of -way Use - Nonprofit for less than 72 hours a Right -of -way Use - No Disturbance .. Construction /Excavation/Fill - Right -of -way Non Right -of -way V 46 Cut O cubic yards .Tonal Fill cubic yards 0 ...5>;dti ideSewt) ❑ ...Cap or Remove Utilities ❑'...Frontage Improvements ❑...Traffic Control ❑ ...Backflow Prevention - Fire Protection Irrigation (( Domestic Water P T� � ❑... ermanent Water M ete Z Siz� . ❑ ...Temporary Water Meter Size.. ❑ ...Water Only Meter Size ❑ ...Sewer Main Extension Public ❑ ...Water Main Extension Public „ Of Q:tAppliationa\Fonna- Applications On Line\3 -2006 - Permit Application.doc Revised: 9 -2006 bh ❑ .. Abandon Septic Tank ❑ .. Curb Cut ❑ .. Pavement Cut ❑ .. Looped Fire Line lf Call before you Dig: 1- 800 - 424-5555 WO # WO # WO Private Private ❑ .. Highline ❑ ...Renton ❑ .. Right -of -way Use - Profit for less than 72 hours ❑ .. Right -of -way Use — Potential Disturbance ❑ Work in Flood Zone .. Storm Drainage ❑ .. Grease Interceptor ❑ .. Channelization ❑ .. Trench Excavation ❑ .. Utility Undergrounding ❑...Deduct Water Meter Size ❑. Traffic Impact Analysis Hold Harmless — (SAO) ❑ ... Hold Harmless — (ROW) FINANCE INFORMATION Fire Line Size at Property Line ❑ ...Water ❑ ...Sewer Monthly Service Billing to: Name: Mailing Address: Water Meter RefundBilling: Name: Mailing Address: Number of Public Fire Hydrant(s) ❑ ...Sewage Treatment Day Telephone: City State Zip Day Telephone: City State Zip Page 3 of 6 Unit Type: :'�, - Qty � Unit Type: ; ��. � _ . � Qty Unit T e• Type: Qty : Boiler /Compre ec �: city Furnacet1.80K BTU 1 ' Air Handling Unit >10,000 CFM Fi,Damper 0 -3 HP /100,000 Oat Furnace>100K BTU Evaporator Cooler Diffuser 3 -15 HP/500,0001l 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 ! - k- 7 Z • It IT ' Air Handling Unit <10,000 CFM Incinerator — Comm/Ind MECHANICAL CONTRACTOR INFORMATION Company Name: C -r+T'(( 14 L.A-T IN Co / 11\) C. - Mailing Address: V ? 01 Z ?IL t41 Ace. T ACOwl 4- 1N /4- - q � S City State Zip Contact Person: SC<S11 - Day Telephone: OS k 3 g Fax Number: Z S 3 5 3 • ' 23 E -Mail Address: Expiration Date: 1-?0- -o0 *7 Contractor Registration Number: 4 2.6n 'I4 I 66 Pc Valuation of Mechanical work (contractor's bid price): $ Scope of Work (please provide detailed information): Glint PO./ j2( sue" . Cj . • Use: Residential: New.., Replacement .... Commercial: New .... Replacement .... 0 Fuel Type: Electric El Gas ....t Other: Indicate type of mechanical work being installed and the quantity below: Q:\Applications\Forms- Applications On Line\3 -2006 - Permit Application.doc Revised: 9 -2006 bh Page 4 of 6 N .1 LUMLIING AND GAS PIPING C ONT CTOR INFORMATION WS CA-A l -toll its Company Name: Mailing Address: Contact Person: E -Mail Address: Contractor Registration Number: Valuation of Plumbing work (contractor's bid price): $ Valuation of Gas Piping work (contractor's bid price): $ Scope of Work (please provide detailed information): Building Use (per Int'l Building Code): Occupancy (per Int'l Building Code): Utility Purveyor: Water: Sewer: Indicate type of plumbing fixtures and/or gas piping outlets being installed and the quantity below: Fixture Type: Bathtub or combination bath/shower Bidet Clothes washer, domestic Dental unit, cuspidor Dishwasher, domestic, with independent drain Building sewer or trailer park sewer Industrial waste pretreatment interceptor, including its trap and vent, except for kitchen type grease interceptors /tom 1 Fixture Type: Drinking fountain or water cooler (per head) Food -waste grinder, commercial Floor drain Shower, single head trap Lavatory Rain water system — per drain (inside building) Repair or alteration of water piping and/or water treating equipment Qty 1 1 3 Fixture Type: Wash fountain Receptor, indirect waste Sinks Urinals Water Closet Water heater and/or vent Repair or alteration of drainage or vent Piping 7 Fixture Type: Gas piping outlets Additional medical gas inlets/outlets — six or more Medical gas piping system serving one to five inlets/outlets for specific gas Q:Mpplication$Worms- Applications On Line\ -2006 - Permit Appliation.doc Revised: 9 -2006 bh City State Zip Day Telephone: Fax Number: Expiration Date: Page 5 of 6 Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR. THIS PERMIT. BUILDING OW Signature: 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). Print Name: / ) /1 - nA ° SOk) Mailing Address: 2.1 j Lf F ( ': Ace- Date Application Expires: Date Application Accepted: ORIZED AGENT: b4010/4_ Q:Wpplications\Forms- Applications On Line\3 -2006 - Permit Application.doc Revised: 9 -2006 bh Day Teleph 1)7 g Wa ite - tuk City State Date: / - 3 0— b Initials: Zip Page 6 of 6 QUANTITY IN CUBIC YARDS RATE Up to 50 CY Free 51 —100 $23.50 101 -1,000 $37.00 1,001 - 10,000 $49.25 10,001 — 100,000 $49.25 for 1 10,000, PLUS $24.50 for each additional 10,000 or fraction thereof. 100,001 — 200,000 $269.75 for 1 100,000, PLUS $13.25 for each additional 10,000 or fraction thereof. 200,001 or more $402.25 for 1 200,000, PLUS $7.25 for each additional 10,000 or fraction thereof. BULLETIN A2 TYPE C PERMIT FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION PW may adjust estimated fees g bE`R SANS C . %$i' c kalifs PERMIT PROJECT NAME P PERMIT # Do7 024 (040.38 s. /soft, sT ) If you do not provide contractor bids or an engineer's estimate with your permit application, Public Works will review the cost estimates for reasonableness and may adjust estimates. 1. APPLICATION BASE FEE 2. Enter total construction cost for each improvement category: Mobilization Erosion prevention 500 Water /Sewer /Surface Water 5o0/%oa /5oo Road/Parking/Access / Goo A. Total Improvements 3 5oo 3. Calculate improvement -based fees: B. 2.5% of first $100,000 of A. t Si 5° C. 2.0% of amount over $100,000, but less than $200,000 of A. D. 1.5% of amount over $200,000 of A. 4. TOTAL PLAN REVIEW FEE (B +C +D) 5. Enter total excavation volume 56 cubic yards 50 Enter total fill volume f the excavation and fill volumes. GRADING Plan Review and Permit Fees Approved 09.25.02 Last Revised Jan. 2006 1 cubic yards $ $"? -- Use the following table to estimate the grading plan review and permit fee. $250 (1) TOTAL PLAN REVIEW AND APPROVAL FEE DUE WITH PERMIT APPLICATION (1 +4 +5) $ 3Si The Plan Review and Approval fees cover TWO reviews: 1) the first review associated with the submission of the application/plan and 2) a follow -up review associated with a correction letter. Each additional review, which is attributable to the Applicant's action or inaction shall be charged 25% of the Total Plan Review Fee. (5) (4) QUANTITY IN CUBIC YARDS RATE 50 or less $23.50 51 -100 $37.00 101 -1,000 $37.00 for 1st 100 CY plus $17.50 for each additional 100 or fraction thereof. 1,001 - 10,000 $194.50 for 1st 1000 CY plus $14.50 for each additional 1,000 or fraction thereof. 10,001 - 100,000 $325.00 for the 1 10,000 CY plus $66.00 for each additional 10,000 or fraction thereof 100,001 or more $919.00 for 1 100,000 CY plus $36.50 for each additional 10,000 or fraction thereof. Approx. Remaining Years Pavement Overlay and Repair Rate (per SF of lane width) 20 -15 (100 %) $10.00 15 -10 (75 %) $7.50 10 -7 (50 %) $5.00 7 -5 (33 %) $3.30 5 -2 (25 %) $2.50 2 -1 (10 %) $1.00 0 -1 $0.00 6. Permit Issuance/Inspection Fee (B +C +D) 8. GRADING Permit Review Fee BULLETIN A2 TYPE C PERMIT FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION PW may adjust estimated fees 7. Pavement Mitigation Fee $ (7) The pavement mitigation fee compensates the City for the reduced life span due to removal of roadway surfaces. The fee is based on the total square feet of impacted pavement per lane and on the condition of the existing pavement. Use the following table and Bulletin 1B to estimate the p Grading Permit Fees are calculated using the following table. Use the greater of the excavation and fill volumes from Item 5. Approved 09.25.02 Last Revised Jan. 2006 2 (6) $ 2 3 (8) WATER METER FEE Permanent and Water Only Meters Size (inches) Installation Cascade Water Alliance RCFC 01.01.2007 — 12.31.2007 Total Fee 0.75 $600 $5297 $5897 1 $1100 $13,242.50 $14,342.50 1.5 $2400 $26,485 $28,885 2 $2800 $42,376 $45,176 3 $4400 $84,752 $89,152 4 $7800 $132,425 $148,015 6 $12500 $264,850 $277,350 Approved 09.25.02 Last Revised Jan. 2006 BULLETIN A2 TYPE C PERMIT FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION PW may adjust estimated fees 9. TOTAL OTHER PERMITS A. Water Meter — Deduct ($25) B. Flood Control Zone ($50) C. Water Meter — Permanent* D. Water Meter — Water only* E. Water Meter — Temporary* * Refer to the Water Meter Fees in Bulletin Al Total A through E $ (9) 10. ADDITIONAL FEES A. Allentown Water (Ordinance 1777) $ B. Allentown Sewer (Ordinance 1777) $ C. Ryan Hill Water (Ordinance 1777) $ D. Special Connection (TMC Title 14) $ E. Duwamish $ F. Transportation Mitigation $ O 23 G. Other Fees $ Total A through G $ b23 (10) it DUE WHEN PERMIT IS ISSUED (6 +7 +8 +9 +10) $ / 34. ESTIMATED TOTAL PERMIT ISSUANCE AND INSPECTION FEE This fee includes two inspection visits per required inspection. Additional inspections (visits) attributable to the Permittee's action or inaction shall be charged $47.00 per inspection. 0.75" 2.5" $300 $1,000 Temporary Meter 3 n....• avrcrreJu RECEIPT NO: R07 -00904 Initials: JEM User ID: 1165 SET TRANSACTIONS: Set Member Amount ACCOUNT ITEM LIST: Description City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: hitp:/lwww.ci.tukwila.wa.us Payee: PEDERSON'S CLASSIC HOME, INC. D07 -026 2,864.16 D07 -027 3,760.54 M07 -012 175.56 M07 -013 175.56 PG07 -029 357.00 PG07 -030 327.00 TOTAL: 7,659.82 BUILDING - RES GAS - RES MECHANICAL - RES PLUMBING - RES PW LAND ALT PERMIT FEE PW PERMIT /INSPECTION FEE PW PLAN REVIEW STATE BUILDING SURCHARGE TRAFFIC MITIGATION FEES SET RECEIPT SET ID: 0521 SET NAME: PEDERSON, LOT 3 TRANSACTION LIST: Type Method Description Amount Payment Check 4570 7,659.82 TOTAL: 7,659.82 Account Code Current Pmts 000/322.100 5,378.76 000/322.100 176.00 000/322.100 351.12 000/322.100 508.00 000/342.400 37.00 000/342.400 138.00 000/345.830 38.00 000/386.904 9.00 104.367.120 1,023.94 TOTAL: 7,659.82 Payment Date: 05/21/2007 Total Payment: 7,659.82 8446 05/21 9716 TOTAL 7659.82 Doc: RECSETS -06 RECEIPT NO: R07 -00132 Initials: JEM User ID: 1165 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 Payee: PEDERSON'S CLASSIC HOME, INC. SET ID: S000000672 SET NAME: PEDERSON, LOT 3 SET TRANSACTIONS: Set Member Amount D07 -026 2,125.73 D07 -027 2,017.47 M07 -012 36.39 M07 -013 36.39 PG07 -029 81.50 PG07 -030 74.00 TOTAL: 4,371.48 SET RECEIPT TRANSACTION LIST: Type Method Description Amount Payment Check 4454 4,371.48 TOTAL: 4,371.48 ACCOUNT ITEM LIST: Description PLAN CHECK - RES PW BASE APPLICATION FEE PW LAND ALT PLAN REVIEW PW PLAN REVIEW Account Code Current Pmts 000/345.830 3,724.48 000/322.100 500.00 000/345.830 47.00 000/345.830 100.00 TOTAL: 4,371.48 Payment Date: 01/30/2007 Total Payment: 4,371.48 Project: Type of Inspection ; Address; 5 r ' Sisv Date Called: Special Inst ctions: Date Wanted 3 7 /S /0e P.m. Requester: Phone No; /3 INSPECTION RECORD Retain a copy with permit Ida -a- INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION g 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 r o StApproved per applicable codes. El Corrections required prior to approval. COMMENTS: ?e"fn);14 -Ary f7(1 �.� Z)k 77.2 c /.vA nspec • r: L�esrh I 0" .00 REINSPECTION EE RI= QUIRED. Prior to inspection, fee must be paid at 6300 Southcente Blvd., Suite 100. Call the schedule reinspection. Receipt No.: 'Date: Pre t �ry ¢q. t ee Type of Insp¢ lion: ,n A Address ` so ' sf Date Called: 3� Le 02 Special Instructions: Date Wanted: f / (J? a.m 7 p.m. Request ... i) Phone ` 1,10 "O(j 3 Q INSPECTION NO. INSPECTION RECORD Retain a copy with permit PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd #100, Tukwila, WA 98188 (206)431 -3670 p Approved per applicable codes. Corrections required prior to approval. COMMENTS: oloc6 --VAI-sA \1.cAi, 1■ 6 (a o 4 6 w'tA.. (Inspector: 6.)&* 'Date: / ( c)v $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 . Type of Inspection: J / l_ Addre ;s 3 g C) (� 0 _ Date Called: Special Instructions: Date Wanted: /0 / (� / / p.m. Requester: Phone No: INSPECTION NO. RM NO. CITY OF TUKWILA BUILDING DIVISIOI 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (296)431 -3670 proved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: $ .8. 0 REINSPECRbN FEE REQUIRED. rior to inspection, fee must be p : i . at 6300 Southcenter Blvd., Suite 10 . Call the schedule reinspection. Receipt No.: 'Date: INSPECTION RECORD Retain a copy with permit Project: P (Jr /Pisati l-/o/i4 c Iii 3 T ype of I e o Relit fr ,/,;� f \ Address: _ LIZ 3 S t Called: Special Instructions: Date Wanted / z y / i Requester: Phone N -c 177 z � : 06 3 INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING 6300 Southcenter Blvd., #100, Tukwila, WA ! /PERMIT NO. SION - 8 (206)431 -3 Approved per applicable codes. E1 Corrections required prior to approval. 'COMMENTS: Inspector: IRec No.: IDate: • Date/) )210 $ :.0I; ' EINSPECTION FEE R QUIRED: Prior to inspection. fee must be aid =t 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection. Project: / 'l �fj(-'ti / /C%.r1�.S 1- G / Type of Inspection: 7 f -' /G O• Z,c/S_ Address: -?/?3° 5 > 0 S� Date Called: Special Instructions: Date Wanted: ll a Requester: Phone No: 6 t7 - 0G3 r? • D6 704 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 \co COMMENTS: ector "'c !(�ri� IDate: / 0 lc 4— REINSPECTION EE REQUIREDor to inspection, fee must be at 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection. Rec itit No.: 'Date: Approved per applicable codes. Corrections required prior to approval. Project ) / - 1 — dt'r 5 eit- /-44 if S Z. j Type of Inspection: 2 /1, il /1 Address: s / 5-/ Date Called: Special Instructions: Date Wanted: a.m. Requester: Phone No: V 7 - � 6 le INSPECTION RECORD Retain a copy with permit INSPEf ION NO. PERMIT NO. CITY 'OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3670 COMMENTS: ■ /pt. .//t, Date: A / ./p/. 4 2 / 0 nspector: REINSPECTION FEE IQUIRED. P !or to inspection, fee must be at 6300 Southcenter Blv Suite 100. Call the schedule reinspection. Receipt No.: Approved per applicable codes. Corrections required prior to approval. Pr ct: nn T e of Inspection: Address: Date Called: ` Special Instructions: Date Wanted ! / v � , / t l p.m. i Requester: Phone No: WILL 9 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: REINSPECTION FEE REG IRED. for to inspection, fee must be p- d at 6300 Southcenter Blvd.. S ite 1 Call the schedule reinspection. eipt No.: (Date: J Date , , v ProjeRt: z ,a(dtev_saiv Worn" 3 Type of Irl,spection:. &Z4z_mi--6 \J Address: 1 7 / 2-3A S /50 -54- Date Called: Special Instructions: Date Want0: -- P.m. Requester: Phone No: 5 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 oved per applicable codes. INSPECTION RECORD Retain a copy with permit PERMIT NO. 206 431- Corrections required prior to approval. COMMENTS: I pector " Date: / $ .00 REINSPECTION FE REQUIRED rior to inspection, fee must be id at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. Receipt No.: 'Date: COMMENTS: s / / / (/ / s 4 e-�.l�c. k1 // , /4 4f Ml' it -t, -/ L- L / / / G Special In'f z) p -3 s 4- ,, (( iv 1 6 , —, 1 j 5' 1 , Requester: Phone No: –266 9 5/7 -0471 OK- To v stt - Pro ct: �j C'r /o s Type of Inspection: Fir/firm/6 Address: '/23(? 5 /so .-- Date Called: _ Special In'f Date Wanted /D / / � ` a.m. Requester: Phone No: –266 9 5/7 -0471 Retain a copy with permit PERMIT NO. p� CITY OF TUKWILA BUILDING DIVISION R ( J 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -367 INSPECTION NO. El Approved per applicable codes. orrections required prior to approval. ipt No.: / INSPECTION FE t 6300 Southcenter I INSPECTION RECORD Date: ,d // REQUIRED/Prior to inspection, fee must be lvd., Suite 00. Call the schedule reinspection. 'Date: Project: //// Loki / ,S1 4),7 S LaR of Inspection: 6th9 //51K' 7 4 /;'1 /.5' Address: yZ3Zi 5 /5l S/ Date Called: Special Instructions: Date nted: -/ -0 7 P.m. Requester: Phone No c:, -S'y - 0638 INSPECTION RECORD Retain a copy with permit 1 ECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION Z 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -36 Approved per applicable codes. El Corrections required prior to approval. COMMENTS: 7 shra/ /SGI Pil�/1 i 1)07-026 Datb -7 EINSPECTION FEE REQ ' ED. Prior o inspection, fee must be t 6300 Southcenter Blvd.. Su - 100. l the schedule reinspection. Date: Project*. 1 n",0 .4171 i 1. Type of Inspectio? ...) ' lo/ tree' , Address: L 72k3 5, / 5 Date Called: Special Instructions: Date Wan . 1s 5 ,,,„ , .m. Requester: Phone No: INSPECTION RECORD Retain a copy with permit INSPECTION 0. CITY OF TUKWILA BUILDINGDI VISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (2 6 )431-3 COMMENTS: PERMIT NO. Approved per applicable codes. El Corrections required prior to approval. El $58.00 REINSPECTION F REQUIRED. Prior to inspection, fee must be paid at 6300 Southcentef Blvd.. Suite 100. Call the schedule reinspection. Receipt No.: 'Date: Projec ....... Type of Inspec ion: Address: / Date Calle • . Special Instructions: ) ./ s t 1 ) . Date Wanted p.m. Requesyr: I ', / / ,., , 1 7 ' Phone No: 266 -- 1 4 7 r 2 - C6 31q INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 ID Approved per applicable codes. INSPECTION RECORD Retain a copy with permit COMMENTS: 0 / S ( 7/ 4ii 47/1 -e>" Corrections required prior to approval. Ei $58.00 INSPECTI01 FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. Receipt No.: !Date: Project: Peterson domes y pe of Inspection: T f T hal SD Address: 4 23 e S i 5.6 S.. Date Called: 7..../ Special Instructions: Lot 3 Date Wanted: I 07 te (1— p.m. Requester: ' red Pef erso n Phone No: 2 ^ _ 947_ 0638 sp i IDo PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 - 367 INSPECTION NO. INSPECTION RECORD Retain a copy with permit El Approved per applicable codes. Corrections required prior to approval. COMMENTS: 71110 C cA'W J r, S i &t -C4-41,7„ 1-1 Am to g clivt6. 'Inspector: GA) 'Date: 7/ 1 CI O 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: Prot: / / 1 L �� + ) n /hyltS - /'� Type of Inspection: � D Address: r /50.s Date Called: 07 /p/c 7 Special Instructions: Date Wanted: 671/)/0 r a m • Requester: 17 ( ?.0 r ili Phone No: 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. l i Corr`&tions required prior to approval. COMMENTS: 71(-1.J, t ouit.., 3,0k Inspector: ( 'Date: 0 ;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: Proje / / Typg of Inspection:): Address: 4/2.36 S /37)‘51 Date Called: Special Instructions: Date Wanted: -7_ / Z - o +7 a.m. Vim_ Requester: Phone No ,off -9 - OCR 3 g INSP ION N O. COMMENTS: Inspect INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (2 s i;ifispproved per applicable codes. El Corrections required prior to approval. t .00 REINSPECTION FE�REQUIRE . P rior to inspection, fee must be aid at 6300 Southcenter vd., Suit 100. Call the schedule reinspection. eipt No.: 'Date: PERMIT 6)431 -3670 .Type Project: r / # D rcr4i roof f s Inspection: ,---\...4 of Inspectio, �y X 7' V/2 ak Address ' Date Called: Special Instructions: Date Wanted: / -Q7 a.0 p.m. Requester: Phone No: O6 V/_ -77 3 INSPECTION RECORD Retain a copy with permit 3 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 COMMENTS: Date:--) per, Approved per applicable codes. El Corrections required prior to approval. $58.00 REINSPECTION FE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection. 1 ' PER (206)431 -3 Project: ,....‘ i „ 22,0,17 i. f) Type of Inspection: 2.d) /-- I" Ai; Address: . 7........_ ei. /5 Date Called: Special Instructions: Date Wanted: -. 10777 41)9 Requester: Phone No: INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERM" • / CITY OF TUKWILA BUILDING DIVISION '- 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-367 Approved per applicable codes. El Corrections required prior to approval. COMMENTS: El $58.00 REINSPECTIq> FEE REQUIRED. Prior to inspection. fee must be paid at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. r eceipt No.: 'Date: • j: i /22?-026 Prp}e � r \ �° ea■ l \ ow,c Type of Inspection: VOOTI t. J J Address: Date Called: Special Instructions: Date Wanted: a.r: Requester: Phone No: TA_ Approved per applicable codes. INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Do'1- 0?z PE (206)431 -3640 El Corrections required prior to approval. COMMENTS: (i ) tl F 4 e-- 151\1z. I-4-g. pector: 1Date: 8.00 REINSPECTION FEE REQUIRED. Prior to inspection. fee must be id at 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection. Re eipt No.: 'Date: Project: pes: e- r.J t Pc L Type of Inspection: Address: (433C? Suite #: S ' sa * Contact Person: 'fie d pe ek 25' ,.J Special Instructions: _ Phone No.: 064 - ',y 7 - o 6 3g Needs Shift Inspection: Sprinklers: Fire Alarm: r Hood & Duct: Monitor: Pre -Fire: Permits: . Occupancy Type: INSPECTION NUMBER VI Approved per applicable codes. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA FIRE DEPARTMENT [ 0 ©P- 6 o7 - S - o9 b PERMIT NUMBERS Tukwila, Wa. 98188 206- 575 -4407 ri Corrections required prior to approval. COMMENTS: 7 Inspector: s / Date: 31, . Hrs.. I 1 $80.00 REINSPECTION FEE REQUIRED. You will recei an invoice from the 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 COMMENTS: ∎ W L _ 1 4, r-� . 3 o 'v r Type of Inspection: SP ii i " ,ow \ c)U Address: L la 36' Suite #: S i c t- Contact Person: - \ -p rze,4 -1 / - 4 (2,- , C Special Instructions: Permits: II Phone No.: lld7s S - �q- i 5 l/Q to S Z /i 3ro 3 --f foo 3 6 041 / 0 iti c 3s p s? - - /4 6/5 rl0w,,I' cc '',A II C e)u Q 1 Project: rx P V WW1. ∎ W L _ 1 4, r-� . 3 o 'v r Type of Inspection: SP ii i " ,ow \ c)U Address: L la 36' Suite #: S i c t- Contact Person: - \ -p rze,4 -1 / - 4 (2,- , C Special Instructions: Permits: II Phone No.: lld7s S - �q- i 5 Needs Shift Inspection: - V. - Sprinklers: ; Fire Alarm: Al Hood & Duct: J Monitor: Al Pre -Fire: 1 I- Permits: II Occupancy Type: INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA FIRE DEPARTMENT o;- S — O?.b PERMIT NUMBERS Tukwila, Wa. 98188 206 -575 -4407 Approved per applicable codes. ri Corrections required prior to approval. Inspector: 9.„ /7 Date: /0 R/A 7 Hrs.: : tv J 1 -- 11 $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the 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 NOTE: This stamp applies to the members and assemblies described in these calculations only. And is only valid if it has a wet stamp. ttECEIVED CITY OF TUKWILA JAN 3 0 2007 PERMITCENTER Architects Northwest Job No. 060772 � -02b BEAM CALCULATIONS FOR P : -. PLAN M3165A2F-I TO BE BUILT IN TUKWILA, WASHING FOR PEDERSON'S CLASSIC HO LOADING Roof 1.5 PSF Dead Load + 25 PSF Live Load = 40 PSF Floor 10 PSF Dead Load + 40 PSF Live Load = 50 PSF Ceiling 5 PSF Dead Load + 10 PSF Live Load = 15 PSF Deck 5 PSF Dead Load + 60 PSF Live Load = 65 PSF Interior wall = 07 PSF Exterior wall = 10 PSF DEFLECTION Roof = 1/240 Live Load, 1/180 Total Load Floor = 1/360 Live Load, 1/240 Total Load FILE COPY Permit No. 0 9 / 1 1 /0 6 ARCHI1ECTS NORTHWEST, Inc. 18915 142 Avenue NE Suite 100 Woodinville, WA 98072 (425) 485 -4900 FAX (425) 487 -6585 www.ArchitectsNW.com ROOF BEAM KEY BEAM" 5' -0' AMP. GANTL 5' -0' • ONE END OFFER FLOOR BEAM KEY Uniformly Loaded Floor Beam[ 2003 International Residential Code (01 NDS)1 Ver: 6.00 By: Architects Northwest , Architects Northwest on: 09 -11 -2006 : 09:52:56 AM Project: M3165A2F -0 - Location: 01. BEAM BETWEEN DINING AND LIVING ROOM Summary: 5.125 IN x 9.0 IN x 12.0 FT / 24F -V4 - Visually Graded Western Species - Dry Use Section Adequate By: 50.2% Controlling Factor: Moment of Inertia / Depth Required 7.86 In Deflections: Dead Load: DLD= 0.08 Live Load: LLD= 0.27 Total Load: TLD= 0.34 Reactions (Each End): Live Load: LL -Rxn= 1920 Dead Load: DL -Rxn= 547 Total Load: TL -Rxn= 2467 Bearing Length Required (Beam only, support capacity not checked): BL= 0.74 Camber Regd.: C= 0.11 Beam Data: Span: L= 12.0 Unbraced Length -Top of Beam: Lu= 1.0 Live Load Deflect. Criteria: U 360 Total Load Deflect. Criteria: U 240 Camber Adjustment Factor: CAF= 1.5 Floor Loading: Floor Live Load -Side One: LL1= 40.0 Floor Dead Load -Side One: DL1= 10.0 Tributary Width -Side One: TW1= 8.0 Floor Live Load -Side Two: LL2= 40.0 Floor Dead Load -Side Two: DL2= 10.0 Tributary Width -Side Two: TW2= 0.0 Live Load Duration Factor: Cd= 1.00 Wall Load: WALL= 0 Beam Loading: Beam Total Live Load: wL= Beam Self Weight: BSW= Beam Total Dead Load: wD= Total Maximum Load: wT= Properties For: 24F -V4- Visually Graded Western Species Bending Stress: Fb= 2400 PS Shear Stress: Fv= 240 PS Modulus of Elasticity: Ex= 1800000 PS Ey= 1600000 PS Fc perp= 650 PS Fb_cpr= 1850 PS Fb'= 2398 PS Stress Perpendicular to Grain: Bending Stress of Comp. Face in Tension: Adjusted Properties Fb' (Tension): Adjustment Factors: Cd =1.00 CI =1.00 Fv': Adjustment Factors: Cd =1.00 Design Requirements: Controlling Moment: 6.0 ft from left support Critical moment created by combining all dead and live loads. Controlling Shear: At a distance d from support. Critical shear created by combining all dead and live loads. Comparisons With Required Sections: Section Modulus (Moment): Area (Shear): Moment of Inertia (Deflection): Sreq= 37.04 S= 69.19 Areq= 13.57 A= 46.13 keg= 207.33 I= 311.34 320 PLF 11 PLF 91 PLF 411 PLF IN IN = U541 IN = L/421 LB LB LB IN IN FT FT X DLD PSF PSF FT PSF PSF FT PLF Fv'= 240 PS M= 7402 FT - LB V= 2171 LB N3 N3 N2 N2 N4 N4 Uniformly Loaded Floor Beam[ 2003 International Residential Code (01 NDS) ] Ver: 6.00 By: Architects Northwest , Architects Northwest on: 09 -11 -2006 Project: M3165A2F -0 - Location: 01. BEAM BETWEEN DINING AND LIVING ROOM Summary: 5.125 IN x 9.0 IN x 12.0 FT / 24F -V4 - Visually Graded Western Species - Dry Use Section Adequate By: 50.2% Controlling Factor: Moment of Inertia / Depth Required 7.86 In LOADING DIAGRAM A I Span '= 12 ft Reactions Live Load Dead Load Total Load Uplift Load A 1920 Lb 547 Lb 2467 Lb 365 Lb B 1920 Lb 547 Lb 2467 Lb 365 Lb Span Uniform Loading Live Load Dead Load Self Weight Total Load W 320 Plf 80 Plf 11 Plf 411 Plf Uniformly Loaded Floor Beam( 2003 International Residential Code (01 NDS)1 Ver: 6.00 By: Architects Northwest , Architects Northwest on: 09 -11 -2006 : 09:52:58 AM Project: M3165A2F -0 - Location: 02. BEAM BETWEEN FOYER AND LIVING ROOM Summary: 5.5 IN x 11.25 IN x 9.0 FT / #2 - Douglas Fir -Larch - Dry Use Section Adequate By: 35.7% Controlling Factor: Section Modulus / Depth Required 9.66 In Deflections: Dead Load: Live Load: Total Load: Reactions (Each End): Live Load: Dead Load: Total Load: Bearing Length Required (Beam only, support capacity not checked): Beam Data: Span: Unbraced Length -Top of Beam: Live Load Deflect. Criteria: Total Load Deflect. Criteria: Floor Loading: Floor Live Load -Side One: Floor Dead Load -Side One: Tributary Width -Side One: Floor Live Load -Side Two: Floor Dead Load -Side Two: Tributary Width -Side Two: Live Load Duration Factor: Wall Load: Beam Loading: Beam Total Live Load: Beam Self Weight: Beam Total Dead Load: Total Maximum Load: Properties For: #2- Douglas Fir -Larch Bending Stress: Shear Stress: Modulus of Elasticity: Stress Perpendicular to Grain: Adjusted Properties Fb' (Tension): Adjustment Factors: Cd =1.00 CI =1.00 Cf =1.00 Fv': Adjustment Factors: Cd =1.00 Design Requirements: Controlling Moment: 4.5 ft from left support Critical moment created by combining all dead and live loads. Controlling Shear: At a distance d from support. Critical shear created by combining all dead and live loads. Comparisons With Required Sections: Section Modulus (Moment): Area (Shear): Moment of Inertia (Deflection): DLD= LLD= TLD= LL -Rxn= DL -Rxn= TL -Rxn= BL= L= Lu= L/ U LL1= DL1= TW1= LL2= DL2= TW2= Cd= WALL= wL= BSW= wD= wT= Fb= Fv= E= Fcperp= Fb'= Fv'= V= 0.02 IN 0.08 IN = U1293 0.11 IN = U1009 2160 LB 608 LB 2768 LB 0.81 IN 9.0 FT 1.33 FT 360 240 40.0 PSF 10.0 PSF 8.0 FT 40.0 PSF 10.0 PSF 4.0 FT 1.00 0 PLF 480 PLF 15 PLF 135 PLF 615 PLF 875 PSI 170 PSI 1300000 PSI 625 PSI Sreq= 85.48 S= 116.02 Areq= 19.54 A= 61.88 Ireq= 181.66 I= 652.59 874 PSI 170 PSI 6227 FT -LB 2214 LB N3 N3 N2 N2 N4 N4 Uniformly Loaded Floor Beam[ 2003 International Residential Code (01 NDS) ] Ver: 6.00 By: Architects Northwest , Architects Northwest on: 09 -11 -2006 Project: M3165A2F -0 - Location: 02. BEAM BETWEEN FOYER AND LIVING ROOM Summary: 5.5 IN x 11.25 IN x 9.0 FT / #2 - Douglas Fir -Larch - Dry Use Section Adequate By: 35.7% Controlling Factor: Section Modulus / Depth Required 9.66 In LOADING DIAGRAM Reactions Live Load Dead Load Total Load Uplift Load A 2160 Lb 608 Lb 2768 Lb 405 Lb B 2160 Lb 608 Lb 2768 Lb 405 Lb Span Uniform Loading Live Load Dead Load Self Weight Total Load W 480 Plf 120 Plf 15 Plf 615 Plf w Span = 9 ft Uniformly Loaded Floor Beam'' 2003 International Residential Code (01 NDS)1 Ver: 6.00 By: Architects Northwest , Architects Northwest on: 09 -11 -2006 : 09:52:59 AM Project: M3165A2F -0 - Location: 03. BEAM BETWEEN STAIR AND LIVING ROOM Summary: 5.125 IN x 9.0 IN x 8.0 FT / 24F -V4 - Visually Graded Western Species - Dry Use Section Adequate By: 113.0% Controlling Factor: Section Modulus / Depth Required 6.6 In Deflections: Dead Load: DLD= 0.03 Live Load: LLD= 0.11 Total Load: TLD= 0.13 Reactions (Each End): Live Load: LL -Rxn= 2560 Dead Load: DL -Rxn= 685 Total Load: TL -Rxn= 3245 Bearing Length Required (Beam only, support capacity not checked): BL= 0.97 Camber Regd.: C= 0.04 Beam Data: Span: L= 8.0 Unbraced Length -Top of Beam: Lu= 1.0 Live Load Deflect. Criteria: U 360 Total Load Deflect. Criteria: L/ 240 Camber Adjustment Factor: CAF= 1.5 Floor Loading: LL1= 40.0 Floor Live Load -Side One: Floor Dead Load -Side One: DL1= 10.0 Tributary Width -Side One: TW1= 8.0 Floor Live Load -Side Two: LL2= 40.0 Floor Dead Load -Side Two: DL2= 10.0 Tributary Width -Side Two: TW2= 8.0 Live Load Duration Factor: Cd= 1.00 Wall Load: WALL= 0 Beam Loading: Beam Total Live Load: wL= 640 Beam Self Weight: BSW= 11 Beam Total Dead Load: wD= 171 Total Maximum Load: wT= 811 Properties For: 24F -V4- Visually Graded Western Species Bending Stress: Fb= 2400 PS Shear Stress: Fv= 240 PS Modulus of Elasticity: Ex= 1800000 PS Ey= 1600000 PS Stress Perpendicular to Grain: Fc perp= 650 PS Bending Stress of Comp. Face in Tension: Fb_cpr= 1850 PS Adjusted Properties Fb' (Tension): Fb'= 2398 PS Adjustment Factors: Cd =1.00 CI =1.00 Fv'= 240 PS Fv': Adjustment Factors: Cd =1.00 Design Requirements: Controlling Moment: 4.0 ft from left support Critical moment created by combining all dead and live loads. Controlling Shear: At a distance d from support. Critical shear created by combining all dead and live loads. Comparisons With Required Sections: Section Modulus (Moment): Area (Shear): Moment of Inertia (Deflection): V= 2661 LB Sreq= 32.48 S= 69.19 Areq= 16.63 A= 46.13 Ireq= 122.86 1= 311.34 IN IN = L/912 IN = L/720 LB LB LB IN IN FT FT X DLD PSF PSF FT PSF PSF FT PLF PLF PLF PLF PLF M= 6490 FT -LB N3 N3 N2 N2 N4 N4 Uniformly Loaded Floor Beam( 2003 International Residential Code (01 NDS) j Ver: 6.00 By: Architects Northwest , Architects Northwest on: 09 -11 -2006 Project: M3165A2F -0 - Location: 03. BEAM BETWEEN STAIR AND LIVING ROOM Summary: 5.125 IN x 9.0 IN x 8.0 FT / 24F -V4 - Visually Graded Western Species - Dry Use Section Adequate By: 113.0% Controlling Factor: Section Modulus / Depth Required 6.6 In LOADING DIAGRAM Reactions Live Load Dead Load Total Load Uplift Load A 2560 Lb 685 Lb 3245 Lb 457 Lb B 2560 Lb 685 Lb 3245 Lb 457 Lb Span Uniform Loading Live Load Dead Load Self Weight Total Load W 640 Plf 160 Plf 11 Plf 811 Plf Span = 8 ft Uniformly Loaded Floor Beamf 2003 International Residential Code (01 NDS)1 Ver. 6.00 By: Architects Northwest , Architects Northwest on: 09 -11 -2006: 09:53:00 AM Project: M3165A2F -0 - Location: 04. BEAM BETWEEN STAIR AND NOOK Summary: 5.125 IN x 12.0 IN x 13.0 FT / 24F -V4 - Visually Graded Westem Species - Dry Use Section Adequate By: 180.0% Controlling Factor: Moment of Inertia / Depth Required 8.51 In Deflections: Dead Load: DLD= 0.05 IN Live Load: LLD= 0.15 IN = U1008 Total Load: TLD= 0.20 IN = L/777 Reactions (Each End): Live Load: LL -Rxn= 2080 LB Dead Load: DL -Rxn= 617 LB Total Load: TL -Rxn= 2697 LB Bearing Length Required (Beam only, support capacity not checked): BL= 0.81 IN Camber Regd.: C= 0.07 IN Beam Data: Span: L= 13.0 FT Unbraced Length -Top of Beam: Lu= 0.0 FT Live Load Deflect. Criteria: U 360 Total Load Deflect. Criteria: U 240 Camber Adjustment Factor: CAF= 1.5 X DLD Floor Loading: Floor Live Load -Side One: LL1= 40.0 PSF Floor Dead Load -Side One: DL1= 10.0 PSF Tributary Width -Side One: TW1= 8.0 FT Floor Live Load -Side Two: LL2= 40.0 PSF Floor Dead Load -Side Two: DL2= 10.0 PSF Tributary Width -Side Two: TW2= 0.0 FT Live Load Duration Factor: Cd= 1.00 Wall Load: WALL= 0 PLF Beam Loading: Beam Total Live Load: wL= 320 PLF Beam Self Weight: BSW= 15 PLF Beam Total Dead Load: wD= 95 PLF Total Maximum Load: wT= 415 PLF Properties For: 24F -V4- Visually Graded Western Species Bending Stress: Fb= 2400 PS Shear Stress: Fv= 240 PS Modulus of Elasticity: Ex= 1800000 PS Ey= 1600000 PS Fc perp= 650 PS Fb_cpr= 1850 PS Fb'= 2400 PS Stress Perpendicular to Grain: Bending Stress of Comp. Face in Tension: Adjusted Properties Fb' (Tension): Adjustment Factors: Cd =1.00 Fv': Adjustment Factors: Cd =1.00 Design Requirements: Controlling Moment: 6.5 ft from left support Critical moment created by combining all dead and live loads. Controlling Shear: At a distance d from support. Critical shear created by combining all dead and live Toads. Comparisons With Required Sections: Section Modulus (Moment): Area (Shear): Moment of Inertia (Deflection): Fv'= 240 PS M= 8766 FT -LB V= 2320 LB Sreq= 43.83 S= 123.00 Areq= 14.50 A= 61.50 Ireq= 263.60 1= 738.00 N3 N3 N2 N2 N4 N4 Uniformly Loaded Floor Beam[ 2003 International Residential Code (01 NDS) ] Ver: 6.00 By: Architects Northwest , Architects Northwest on: 09-11 -2006 Project: M3165A2F -0 - Location: 04. BEAM BETWEEN STAIR AND NOOK Summary: 5.125 IN x 12.0 IN x 13.0 FT / 24F -V4 - Visually Graded Westem Species - Dry Use Section Adequate By: 180.0% Controlling Factor: Moment of Inertia / Depth Required 8.51 In LOADING DIAGRAM A I Span '= 13 ft Reactions Live Load Dead Load Total Load Uplift Load A 2080 Lb 617 Lb 2697 Lb 411 Lb B 2080 Lb 617 Lb 2697 Lb 411 Lb Span Uniform Loading Live Load Dead Load Self Weight Total Load W 320 Plf 80 Plf 15 Plf 415 Plf Uniformly Loaded Floor Beam* 2003 International Residential Code (01 NDS)1 Ver: 6.00 By: Architects Northwest , Architects Northwest on: 09-11 -2006 : 09:53:01 AM Project: M3165A2F -0 - Location: 05. BEAM OVER FURNACE AND WATER HEATER Summary: 5.5 IN x 11.25 IN x 8.0 FT / #2 - Douglas Fir -Larch - Dry Use Section Adequate By: 154.5% Controlling Factor: Section Modulus / Depth Required 7.05 In Deflections: Dead Load: DLD= Live Load: LLD= Total Load: TLD= Reactions (Each End): Live Load: LL -Rxn= Dead Load: DL -Rxn= Total Load: TL -Rxn= Bearing Length Required (Beam only, support capacity not checked): BL= Beam Data: Span: L= Unbraced Length -Top of Beam: Lu= Live Load Deflect. Criteria: U Total Load Deflect. Criteria: U Floor Loading: Floor Live Load -Side One: LL1= Floor Dead Load -Side One: DL1= Tributary Width -Side One: TW1= Floor Live Load -Side Two: LL Floor Dead Load -Side Two: DL2= Tributary Width -Side Two: TW Live Load Duration Factor: Cd= Wall Load: WALL= Beam Loading: Beam Total Live Load: wL= Beam Self Weight: BSW= Beam Total Dead Load: wD= Total Maximum Load: wT= Properties For: #2- Douglas Fir -Larch Bending Stress: Fb= Shear Stress: Fv= Modulus of Elasticity: E= Stress Perpendicular to Grain: Fc_perp= Adjusted Properties Fb' (Tension): Fb'= Adjustment Factors: Cd =1.00 CI =1.00 Cf =1.00 Fv': Fv'= Adjustment Factors: Cd =1.00 Design Requirements: Controlling Moment: M= 4.0 ft from left support Critical moment created by combining all dead and live loads. Controlling Shear: V= At a distance d from support. Critical shear created by combining all dead and live loads. Comparisons With Required Sections: Section Modulus (Moment): Sreq= 45.58 S= 116.02 Area (Shear): Areq= 11.43 A= 61.88 Moment of Inertia (Deflection): Ireq= 85.06 I= 652.59 0.01 IN 0.03 IN = U2762 0.05 IN = U2130 1280 LB 380 LB 1660 LB 0.48 IN 8.0 FT 1.33 FT 360 240 40.0 PSF 10.0 PSF 4.0 FT 40.0 PSF 10.0 PSF 4.0 FT 1.00 0 PLF 320 PLF 15 PLF 95 PLF 415 PLF 875 PSI 170 PSI 1300000 PSI 625 PSI 874 PSI 170 PSI 3320 FT -LB 1295 LB N3 N3 N2 N2 N4 N4 Uniformly Loaded Floor Beam[ 2003 International Residential Code (01 NDS) ] Ver: 6.00 By: Architects Northwest , Architects Northwest on: 09 -11 -2006 Project: M3165A2F -0 - Location: 05. BEAM OVER FURNACE AND WATER HEATER Summary: 5.5 IN x 11.25 IN x 8.0 FT / #2 - Douglas Fir -Larch - Dry Use Section Adequate By: 154.5% Controlling Factor: Section Modulus / Depth Required 7.05 In LOADING DIAGRAM A r Span' =8ft Reactions Live Load Dead Load Total Load Uplift Load A 1280 Lb 380 Lb 1660 Lb 253 Lb B 1280 Lb 380 Lb 1660 Lb 253 Lb Span Uniform Loading Live Load Dead Load Self Weight Total Load W 320 Plf 80 Plf 15 Plf 415 Plf Uniformly Loaded Floor BeamF 2003 International Residential Code (01 NDS)1 Ver: 6.00 By: Architects Northwest , Architects Northwest on: 09 -11 -2006 : 09:53:03 AM Project: M3165A2F -0 - Location: 06. BEAM OVER NOOK Summary: 5.125 IN x 9.0 IN x 12.0 FT / 24F -V4 - Visually Graded Westem Species - Dry Use Section Adequate By: 14.4% Controlling Factor: Moment of Inertia / Depth Required 8.6 In Deflections: Dead Load: DLD= 0.10 Live Load: LLD= 0.35 Total Load: TLD= 0.45 Reactions (Each End): Live Load: LL -Rxn= 2520 LB Dead Load: DL -Rxn= 697 LB Total Load: TL -Rxn= 3217 LB Bearing Length Required (Beam only, support capacity not checked): BL= 0.97 IN Camber Regd.: C= 0.15 IN Beam Data: Span: L= 12.0 FT Unbraced Length -Top of Beam: Lu= 1.0 FT Live Load Deflect. Criteria: L/ 360 Total Load Deflect. Criteria: U 240 Camber Adjustment Factor: CAF= 1.5 Floor Loading: Floor Live Load -Side One: LL1= 40.0 Floor Dead Load -Side One: DL1= 10.0 Tributary Width -Side One: TW1= 8.0 Floor Live Load -Side Two: LL2= 40.0 Floor Dead Load -Side Two: DL2= 10.0 Tributary Width -Side Two: TW2= 2.5 Live Load Duration Factor: Cd= 1.00 Wall Load: WALL= 0 Beam Loading: Beam Total Live Load: wL= 420 Beam Self Weight: BSW= 11 Beam Total Dead Load: wD= 116 Total Maximum Load: wT= 536 Properties For: 24F -V4- Visually Graded Western Species Bending Stress: Fb= 2400 PS Shear Stress: Fv= 240 PS Modulus of Elasticity: Ex= 1800000 PS Ey= 1600000 PS Fc perp= 650 PS Fb_cpr= 1850 PS Fb'= 2398 PS Stress Perpendicular to Grain: Bending Stress of Comp. Face in Tension: Adjusted Properties Fb' (Tension): Adjustment Factors: Cd =1.00 CI =1.00 Fv': Adjustment Factors: Cd =1.00 Design Requirements: Controlling Moment: 6.0 ft from left support Critical moment created by combining all dead and live loads. Controlling Shear: At a distance d from support. Critical shear created by combining all dead and live loads. Comparisons With Required Sections: Section Modulus (Moment): Area (Shear): Moment of Inertia (Deflection): Sreq= 48.30 S= 69.19 Areq= 17.69 A= 46.13 Ireq= 272.12 I= 311.34 IN IN = U412 IN = U323 X DLD PSF PSF FT PSF PSF FT PLF PLF PLF PLF PLF Fv'= 240 PS M= 9652 FT - LB V= 2831 LB N3 N3 N2 N2 N4 N4 Uniformly Loaded Floor Beam[ 2003 International Residential Code (01 NDS)1 Ver: 6.00 By: Architects Northwest , Architects Northwest on: 09 -11 -2006 Project: M3165A2F -0 Location: 06. BEAM OVER NOOK Summary: 5.125 IN x 9.0 IN x 12.0 FT / 24F -V4 - Visually Graded Western Species - Dry Use Section Adequate By: 14.4% Controlling Factor: Moment of Inertia / Depth Required 8.6 In LOADING DIAGRAM A I Span '= 12 ft Reactions Live Load Dead Load Total Load Uplift Load A 2520 Lb 697 Lb 3217 Lb 465 Lb B 2520 Lb 697 Lb 3217 Lb 465 Lb Span Uniform Loading Live Load Dead Load Self Weight Total Load W 420 Plf 105 Plf 11 Plf 536 Plf Uniformly Loaded Floor Beam( 2003 International Residential Code (01 NDS)1 Ver: 6.00 By: Architects Northwest , Architects Northwest on: 09 -11 -2006 : 09:53:04 AM Project: M3165A2F -0 - Location: 07. CENTER BEAM OVER GARAGE Summary: 5.125 IN x 15.0 IN x 20.0 FT / 24F -V4 - Visually Graded Western Species - Dry Use Section Adequate By: 20.1% Controlling Factor: Moment of Inertia / Depth Required 14.11 In Deflections: Dead Load: DLD= 0.16 IN Live Load: LLD= 0.55 IN = U432 Total Load: TLD= 0.72 IN = U334 Reactions (Each End): Live Load: LL -Rxn= 4000 LB Dead Load: DL -Rxn= 1187 LB Total Load: TL -Rxn= 5187 LB Bearing Length Required (Beam only, support capacity not checked): BL= 1.56 IN Camber Regd.: C= 0.25 IN Beam Data: Span: L= 20.0 FT Unbraced Length -Top of Beam: Lu= 1.33 FT Live Load Deflect. Criteria: U 360 Total Load Deflect. Criteria: L/ 240 Camber Adjustment Factor: CAF= 1.5 X DLD Floor Loading: Floor Live Load -Side One: LL1= 40.0 PSF Floor Dead Load -Side One: DL1= 10.0 PSF Tributary Width -Side One: TW1= 4.0 FT Floor Live Load -Side Two: LL2= 40.0 PSF Floor Dead Load -Side Two: DL2= 10.0 PSF Tributary Width -Side Two: TW2= 6.0 FT Live Load Duration Factor: Cd= 1.00 Wall Load: WALL= 0 PLF Beam Loading: Beam Total Live Load: wL= 400 PLF Beam Self Weight: BSW= 19 PLF Beam Total Dead Load: wD= 119 PLF Total Maximum Load: wT= 519 PLF Properties For: 24F -V4- Visually Graded Westem Species Bending Stress: Fb= 2400 PS Shear Stress: Fv= 240 PS Modulus of Elasticity: Ex= 1800000 PS Ey= 1600000 PS Fc perp= 650 PS Fb_cpr= 1850 PS Fb'= 2359 PS Stress Perpendicular to Grain: Bending Stress of Comp. Face in Tension: Adjusted Properties Fb' (Tension): Adjustment Factors: Cd =1.00 C1 =1.00 Cv =0.98 Fv': Adjustment Factors: Cd =1.00 Design Requirements: Controlling Moment: 10.0 ft from left support Critical moment created by combining all dead and live loads. Controlling Shear: At a distance d from support. Critical shear created by combining all dead and live loads. Comparisons With Required Sections: Section Modulus (Moment): Area (Shear): Moment of Inertia (Deflection): Fv'= 240 PS M= 25934 FT -LB V= 4564 LB Sreq= 131.95 S= 192.19 Areq= 28.53 A= 76.88 lreq= 1199.81 1= 1441.41 N3 N3 N2 N2 N4 N4 Uniformly Loaded Floor Beam[ 2003 International Residential Code (01 NDS) ] Ver: 6.00 By: Architects Northwest , Architects Northwest on: 09 -11 -2006 Project: M3165A2F -0 - Location: 07. CENTER BEAM OVER GARAGE Summary: 5.125 IN x 15.0 IN x 20.0 FT / 24F -V4 - Visually Graded Westem Species - Dry Use Section Adequate By: 20.1% Controlling Factor: Moment of Inertia / Depth Required 14.11 In LOADING DIAGRAM Reactions Live Load Dead Load Total Load Uplift Load A 4000 Lb 1187 Lb 5187 Lb 791 Lb B 4000 Lb 1187 Lb 5187 Lb 791 Lb Span Uniform Loading Live Load Dead Load Self Weight Total Load W 400 Plf 100 Plf 19 Plf 519 Plf W Span = 20 ft Uniformly Loaded Floor BeamF 2003 International Residential Code (01 NDS)1 Ver: 6.00 By: Architects Northwest , Architects Northwest on: 09 -11 -2006 : 09:53:05 AM Project: M3165A2F -0 - Location: 08. LARAGE GARAGE DOOR HEADER Summary: 5.125 IN x 12.0 IN x 16.0 FT / 24F -V4 - Visually Graded Western Species - Dry Use Section Adequate By: 82.5% Controlling Factor: Moment of Inertia / Depth Required 9.82 In Deflections: Dead Load: DLD= 0.17 IN Live Load: LLD= 0.27 IN = U721 Total Load: TLD= 0.44 IN = U438 Reactions (Each End): Live Load: LL -Rxn= 1920 LB Dead Load: DL -Rxn= 1240 LB Total Load: TL -Rxn= 3160 LB Bearing Length Required (Beam only, support capacity not checked): BL= 0.95 IN Camber Regd.: C= 0.26 IN Beam Data: Span: L= 16.0 FT Unbraced Length -Top of Beam: Lu= 1.33 FT Live Load Deflect. Criteria: U 360 Total Load Deflect. Criteria: L/ 240 Camber Adjustment Factor: CAF= 1.5 X DLD Floor Loading: Floor Live Load -Side One: LL1= 40.0 PSF Floor Dead Load -Side One: DL1= 10.0 PSF Tributary Width -Side One: TW1= 6.0 FT Floor Live Load -Side Two: LL2= 40.0 PSF Floor Dead Load -Side Two: DL2= 10.0 PSF Tributary Width -Side Two: TW2= 0.0 FT Live Load Duration Factor: Cd= 1.00 Wall Load: WALL= 80 PLF Beam Loading: Beam Total Live Load: wL= 240 PLF Beam Self Weight: BSW= 15 PLF Beam Total Dead Load: wD= 155 PLF Total Maximum Load: wT= 395 PLF Properties For: 24F -V4- Visually Graded Western Species Bending Stress: Fb= 2400 PS Shear Stress: Fv= 240 PS Modulus of Elasticity: Ex= 1800000 PS Ey= 1600000 PS Fc perp= 650 PS Fb_cpr= 1850 PS Stress Perpendicular to Grain: Bending Stress of Comp. Face in Tension: Adjusted Properties Fb' (Tension): Adjustment Factors: Cd =1.00 CI =1.00 Fv': Adjustment Factors: Cd =1.00 Design Requirements: Controlling Moment: 8.0 ft from left support Critical moment created by combining all dead and live loads. Controlling Shear: At a distance d from support. Critical shear created by combining all dead and live loads. Comparisons With Required Sections: Section Modulus (Moment): Area (Shear): Moment of Inertia (Deflection): Fb'= Fv'= M= 12638 FT - LB V= 2780 LB Sreq= 63.30 S= 123.00 Areq= 17.38 A= 61.50 keg= 404.36 I= 738.00 2396 PS 240 PS N3 N3 N2 N2 N4 N4 Uniformly Loaded Floor Beam[ 2003 International Residential Code (01 NDS) ] Ver: 6.00 By: Architects Northwest , Architects Northwest on: 09 -11 -2006 Project: M3165A2F -0 - Location: 08. LARAGE GARAGE DOOR HEADER Summary: 5.125 IN x 12.0 IN x 16.0 FT / 24F -V4 - Visually Graded Western Species - Dry Use Section Adequate By: 82.5% Controlling Factor: Moment of Inertia / Depth Required 9.82 In LOADING DIAGRAM A I Span = 16 ft Reactions Live Load Dead Load Total Load Uplift Load A 1920 Lb 1240 Lb 3160 Lb 826 Lb B 1920 Lb 1240 Lb 3160 Lb 826 Lb Span Uniform Loading Live Load Dead Load Self Weight Total Load W 240 Plf 140 Plf 15 Plf 395 Plf Roof Beam' 2003 International Residential Code (01 NDS)1 Ver: 6.00 By: Architects Northwest , Architects Northwest on: 09 -11 -2006 : 09:53:06 AM Project: M3165A2F -0 - Location: 09. BEAM SUPPORTING TOWER Summary: 5.5 IN x 11.25 IN x 9.0 FT / #2 - Douglas Fir -Larch - Dry Use Section Adequate By: 177.7% Controlling Factor: Section Modulus / Depth Required 6.75 In Deflections: Dead Load: DLD= Live Load: LLD= Total Load: TLD= Reactions (Each End): Live Load: LL -Rxn= Dead Load: DL -Rxn= Total Load: TL -Rxn= Bearing Length Required (Beam only, support capacity not checked): BL= Beam Data: Span: L= Maximum Unbraced Span: Lu= Pitch Of Roof: RP= Live Load Deflect. Criteria: L/ Total Load Deflect. Criteria: Roof Loading: Roof Live Load -Side One: LL1= Roof Dead Load -Side One: DL1= Tributary Width -Side One: TW1= Roof Live Load -Side Two: LL2= Roof Dead Load -Side Two: DL2= Tributary Width -Side Two: TW2= Roof Duration Factor: Cd= Wall Load: WALL= Beam Self Weight: BSW= Slope /Pitch Adjusted Lengths and Loads: Adjusted Beam Length: Ladj= Beam Uniform Live Load: wL= Beam Uniform Dead Load: wD_adj= Total Uniform Load: wT= Properties For: #2- Douglas Fir -Larch Bending Stress: Fb= Shear Stress: Fv= Modulus of Elasticity: E= Stress Perpendicular to Grain: Fc _perp= Adjusted Properties Fb' (Tension): Fb'= Adjustment Factors: Cd =1.15 CI =1.00 Cf =1.00 Fv': Fv'= Adjustment Factors: Cd =1.15 Design Requirements: Controlling Moment: M= 4.5 ft from left support Critical moment created by combining all dead and live loads. Controlling Shear: V= At a distance d from support. Critical shear created by combining all dead and live loads. Comparisons With Required Sections: Section Modulus (Moment): Sreq= S= Area (Shear): Areq= A= Moment of Inertia (Deflection): Ireq= I= 0.03 IN 0.03 IN = U4138 0.06 IN = U1796 675 LB 880 LB 1555 LB 0.45 IN 9.0 FT 1.33 FT 6 :12 240 180 25.0 PSF 15.0 PSF 4.0 FT 25.0 PSF 15.0 PSF 2.0 FT 1.15 80 PLF 15 PLF 9.0 FT 150 PLF 196 PLF 346 PLF 875 PSI 170 PSI 1300000 PSI 625 PSI 1005 PSI 196 PSI 3500 FT -LB 1244 LB 41.78 116.02 9.55 61.88 65.41 652.59 N3 N3 N2 N2 N4 N4 Roof Beam[ 2003 International Residential Code (01 NDS) Ver: 6.00 By: Architects Northwest , Architects Northwest on: 09 -11 -2006 Project: M3165A2F -0 - Location: 09. BEAM SUPPORTING TOWER Summary: 5.5 IN x 11.25 IN x 9.0 FT /#2 - Douglas Fir -Larch - Dry Use Section Adequate By: 177.7% Controlling Factor: Section Modulus / Depth Required 6.75 In LOADING DIAGRAM A I Span = 9 ft Reactions Live Load Dead Load Total Load Uplift Load A 675 Lb 880 Lb 1555 Lb 587 Lb B 675 Lb 880 Lb 1555 Lb 587 Lb Span Uniform Loading Live Load Dead Load Self Weight Total Load W 150 Plf 181 Plf 15 Plf 346 Plf Roof BeamF 2003 International Residential Code (01 NDS)1 Ver: 6.00 By: Architects Northwest , Architects Northwest on: 09 -11 -2006 : 09:53:08 AM Project: M3165A2F -0 - Location: 10. BEAMS SUPPORTING ENTRY ROOF Summary: 5.5 IN x 11.25 IN x 8.0 FT / #2 - Douglas Fir -Larch - Dry Use Section Adequate By: 357.0% Controlling Factor: Section Modulus / Depth Required 5.26 In Deflections: Dead Load: DLD= Live Load: LLD= Total Load: TLD= Reactions (Each End): Live Load: LL -Rxn= Dead Load: DL -Rxn= Total Load: TL -Rxn= Bearing Length Required (Beam only, support capacity not checked): BL= Beam Data: Span: L= Maximum Unbraced Span: Lu= Pitch Of Roof: RP= Live Load Deflect. Criteria: U Total Load Deflect. Criteria: U Roof Loading: Roof Live Load -Side One: LL1= Roof Dead Load -Side One: DL1= Tributary Width -Side One: TW Roof Live Load -Side Two: LL Roof Dead Load -Side Two: DL2= Tributary Width -Side Two: TW2= Roof Duration Factor: Cd= Beam Self Weight: BSW= Slope /Pitch Adjusted Lengths and Loads: Adjusted Beam Length: Ladj= Beam Uniform Live Load: wL= Beam Uniform Dead Load: wD_adj= Total Uniform Load: wT= Properties For: #2- Douglas Fir -Larch Bending Stress: Fb= Shear Stress: Fv= Modulus of Elasticity: E= Stress Perpendicular to Grain: Fc_perp= Adjusted Properties Fb' (Tension): Fb'= Adjustment Factors: Cd =1.15 CI =1.00 Cf =1.00 Fv': Fv'= Adjustment Factors: Cd =1.15 Design Requirements: Controlling Moment: M= 4.0 ft from left support Critical moment created by combining all dead and live loads. Controlling Shear: V= At a distance d from support. Critical shear created by combining all dead and live loads. Comparisons With Required Sections: Section Modulus (Moment): Sreq= S= Area (Shear): Areq= A= Moment of Inertia (Deflection): Ireq= I= 0.01 IN 0.02 IN = L/5892 0.03 IN = U3327 600 LB 463 LB 1063 LB 0.31 IN 8.0 FT 2.0 FT 6 :12 240 180 25.0 PSF 15.0 PSF 4.0 FT 25.0 PSF 15.0 PSF 2.0 FT 1.15 15 PLF 8.0 FT 150 PLF 116 PLF 266 PLF 875 PSI 170 PSI 1300000 PSI 625 PSI 1005 PSI 196 PSI 2125 FT -LB 829 LB 25.39. N3 116.02 N3 6.36 N2 61.88 N2 35.31 N4 652.59 N4 Roof Beam[ 2003 International Residential Code (01 NDS) ] Ver: 6.00 By: Architects Northwest , Architects Northwest on: 09 -11 -2006 Project: M3165A2F -0 - Location: 10. BEAMS SUPPORTING ENTRY ROOF Summary: 5.5 IN x 11.25 IN x 8.0 FT /#2 - Douglas Fir -Larch - Dry Use Section Adequate By: 357.0% Controlling Factor: Section Modulus / Depth Required 5.26 In LOADING DIAGRAM Reactions Live Load Dead Load Total Load Uplift Load A 600 Lb 463 Lb 1063 Lb 308 Lb B 600 Lb 463 Lb 1063 Lb 308 Lb Span Uniform Loading Live Load Dead Load Self Weight Total Load W 150 Plf 101 Plf 15 Plf 266 Plf W Span = 8 ft Roof Beam' 2003 International Residential Code (01 NDS)1 Ver: 6.00 By: Architects Northwest , Architects Northwest on: 09-11 -2006 : 09:53:09 AM Project: M3165A2F -0 - Location: 11. MASTER BEDROOM WINDOW HEADER Summary: 5.5 IN x 11.5 IN x 6.0 FT / #2 - Douglas Fir -Larch - Dry Use Section Adequate By: 121.6% Controlling Factor: Section Modulus / Depth Required 7.73 In Deflections: Dead Load: DLD= Live Load: LLD= Total Load: TLD= Reactions (Each End): Live Load: LL -Rxn= Dead Load: DL -Rxn= Total Load: TL -Rxn= Bearing Length Required (Beam only, support capacity not checked): BL= Beam Data: Span: L= Maximum Unbraced Span: Lu= Pitch Of Roof: RP= Live Load Deflect. Criteria: L/ Total Load Deflect. Criteria: L/ Roof Loading: Roof Live Load -Side One: LL1= Roof Dead Load -Side One: DL1= Tributary Width -Side One: TW1= Roof Live Load -Side Two: LL2= Roof Dead Load -Side Two: DL2= Tributary Width -Side Two: TW2= Roof Duration Factor: Cd= Beam Self Weight: BSW= Slope /Pitch Adjusted Lengths and Loads: Adjusted Beam Length: Ladi= Beam Uniform Live Load: wL= Beam Uniform Dead Load: wD_adi= Total Uniform Load: wT= Properties For: #2- Douglas Fir -Larch Bending Stress: Fb= Shear Stress: Fv= Modulus of Elasticity: E= Stress Perpendicular to Grain: Fc_perp= Adjusted Properties Fb' (Tension): Fb'= Adjustment Factors: Cd =1.15 CI =1.00 Cf =1.00 Fv': Fv'= Adjustment Factors: Cd =1.15 Design Requirements: Controlling Moment: M= 3.0 ft from left support Critical moment created by combining all dead and live Toads. Controlling Shear: v= At a distance d from support. Critical shear created by combining all dead and live loads. Comparisons With Required Sections: Section Modulus (Moment): Sreq= 54.72 S= 121.23 Area (Shear): Areq= 16.40 A= 63.25 Moment of Inertia (Deflection): Ireq= 57.07 1= 697.07 0.01 IN 0.02 IN = U3730 0.03 IN = U2199 1800 LB 1254 LB 3054 LB 0.89 IN 6.0 FT 2.0 FT 6 :12 240 180 25.0 PSF 15.0 PSF 22.0 FT 25.0 PSF 15.0 PSF 2.0 FT 1.15 15 PLF 6.0 FT 600 PLF 418 PLF 1018 PLF 875 PSI 170 PSI 1300000 PSI 625 PSI 1005 PSI 196 PSI 4580 FT -LB 2138 LB N3 N3 N2 N2 N4 N4 Roof Beam[ 2003 International Residential Code (01 NDS) ] Ver: 6.00 By: Architects Northwest , Architects Northwest on: 09 -11 -2006 Project: M3165A2F -0 - Location: 11. MASTER BEDROOM WINDOW HEADER Summary: 5.5 IN x 11.5 IN x 6.0 FT / #2 - Douglas Fir -Larch - Dry Use Section Adequate By: 121.6% Controlling Factor: Section Modulus / Depth Required 7.73 In LOADING DIAGRAM Reactions Live Load Dead Load Total Load Uplift Load A 1800 Lb 1254 Lb 3054 Lb 836 Lb B 1800 Lb 1254 Lb 3054 Lb 836 Lb Span Uniform Loading Live Load Dead Load Self Weight Total Load W 600 Plf 402 Plf 15 Plf 1018 Plf w Span = 6 ft MITCHELL ENGINEERING INC. Lb* LT A L LJ l I ,4 .5 &al, 4.AT w /2 ft --0' 14, 4 ;-‘te71 45/"' d *:1 REVIEWED FOR CODE COMPLIANCE APPROVED MAY 18 iave Of Tukwila ;J; ... IO 1 14111445' I /- 7 4 , el r-P 44; THESE CALCULATIONS ARE COPYRIGHTED AND MAY NOT BE COPIED WITHOUT THE WRITTEN PERMISSION OF MITCHELL ENOTNEERJNO, INC. USE OF T71ESF CALCULATIONS IS LIMITED TO A SPECIFIC PROJECT FOR PERSONS NAMED HEREON FOR THE CONSTRUCTION OF ONE BUILDI ND. ANY OTHER USE OR REUSE IS STRICTLY PROHIB- ITED WITHOUT THE WRITTEN CONSENT FROM MITCHELL ENGINEERING. INC. Cl trap t77 3 3e 5,i-171-I /94 ai d , , ,/ ^ / PROJECT • i W \ S'iL I EET NO. OF SUBJECT ! ‘.."4 v Vi ' JOB NO. T FILE COPY C� 7821 - 168th Ave. N.E. Redmond, WA 98052 (425) 747-1500 py . OF K M JAN 3 07007 PERMITCENTEF typical mud sill holdown partial foundation plan shear walls floor framing shear walls roof framing MITCHELL ENGINEERING INC. 7821 - 168th Ave. N.E. Redmond, WA 98052 (425) 747-1500 PREPARED BY PROJECT SHEET NO OF 2 4 DATE 1 1/ 27 a � SUBJECT JOB NO. v r lateral design criteria wind seismic MITCHELL ENGINEERING INC. shear front main floor MITCHELL ENGINEERING INC. shear side upper floor SHEAR PALL SCHEDULE SHEAR WALL DESIGNATION NAIL SIZE NAIL SPACING HEM -FIR *2 */FT. EDGES STUDS TOP/BOTTOM PLATE BLOCKING REQUIRED 62-4 6d 4" 4" 4" NO • 250 PI-6 8d 6" 12" 6" YES 210 PI-4 8d 4" 12" 4" YES 510 PI -3 8d 5" 12" 5" YES 400 P2 -3 8d 5" 12 3 800 PI= 1 /I6 A.P.A. RATED PL OR ORIENTATED STRAND BOARD (05B) ON ONE SIDE OF WALL. P2- 7/16 A.P.A. RATED PLYWOOD OR ORIENTATED STRAND BOARD (05.6,) ON EACH SIDE OF WALL. . 2. FOR PI -3 4 P2 -5 SHEAR WALLS USE 3x STUDS AT ADJOINING PANEL EDGES. 5. NAILS SHALL BE 8d COMMON (0.151' DIAMETER) 4. PIHERE PLYWOOD I5 2 SIDES OF WALL, JOINTS SHALL FALL ON SEPERATE STUDS EACH SIDE. 5. ALL PANEL ED6ES.BLOGKED WITH 2 -INCH NOMINAL FRAMING FOR PI-6 4 P1-4 SHEAR WALLS, PI-3 AND P2-3 SHEAR WALLS REQUIRE 3x FRAMING MEMBERS AT PANEL EDGES. INSTALL PANELS EITHER HORIZONTALLY OR VERTICALLY FOR PLYWOOD OR A.P.A. RATED SHEATHING, GYPSUM SHEAR WALLS SHALL BE INSTALLED WITH THE SHEETS RUNNING HORIZONTALLY. SPACE NAILS ® 12 INCHES ON CENTER ® INTERMEDIATE SUPPORTS. ' 6. 5/8" DIAMETER ANCHOR BOLTS SHALL BE 10 INCHES LONG SPACED A MAXIMUM OF 24 INCHES ON CENTER. 5/4" DIAMETER ANCHOR BOLTS SHALL BE 12 INCH= LONG SPACED A MAXIMUM OF 24 INCHES ON CENTER PLATE WASHERS ON ANCHOR BOLTS SHALL BE 2x2x3/16" U.N.O. WASHERS TO BE GALVANIZED OR STAINL=C STEE=L. _ _ 1. REFER TO PLANS AND SECTIONS FOR ANCHOR BOLT SIZES, SPACING, PLATES NAILING ETC. 8. AT PI-3 4 P2 -5 SHEAR WALLS AT ADJOINING PANEL EDGES AND MUD -SILLS NAILING . SHALL BE STAGGERED PER FOOTNOTE (1) OF IBC TABLE 2506.4.1 Q. WHERE PLYWOOD 15 INSTALLED ON BOTH SIDES OF WALL PLYWOOD JOINTS SHALL FALL ON SEPERATE STUDS EACH SIDE STRUGTUR,4L NOTES CODE DESIGN 15 IN ACCORDANCE WITH THE 2003 INTERNATIONAL BUILDING CODE (I.B.C,)/ INTERNATIONAL RESIDENTIAL CODE (I.R.GJ AS AMENDED BY THE LOCAL BUILDING DEPARTMENT. LIVE LOADS LATERAL WIND SEISMIC - EXPOSURE 8; 55 MPH ---PER DESIGN GATAGORY D (!B.C.) PER DESIGN GATAGORY D2 FOUNDATIONS EXTEND FOOTINGS TO' FIRM UNDISTURBED SOIL, ASSUMED SEARING CAPACITY OF 1500 PSF. ALL EXTERIOR FOOTINGS SHALL EXTEND A MINIMUM OF I BELOW ADJACENT EXTERIOR FINISHED GRADE. CAST- IN -PLAGE CONCRETE = SpOO PSI • 28 DAYS. MINIMUM 5-1/2 SACKS OF CEMENT PER CUBIC YARD OF CONCRETE AND A MAXIMUM OF 6-3/4 GALLONS OF WATER PER 94* SACK OF CEMENT. 140 cttC.lAL INSPECTION REQUIRED. TOTAL AIR ENTRAINMENT SHALL NOT BE LESS THAN 5 PERCENT OR MORE THAN 1 PERCENT. MAXIMUM SIZED AGGREGATES 15 I -1/2 INCHES. MAXIMUM SLUMP 15 4 INCHES. ALL REINFORCING STEEL DOWELS, ANCHOR BOLTS AND OTHER INSERTS SHALL BE SECURED IN POSITION PRIOR TO POURING CONCRETE. ANCHOR BOLTS FOR PRESSURE TREATED SILL PLATES TO FOUNDATION WALLS TO BE 5/8 INCH DIAMETER WITH 1 INCH MINIMUM EMBEDMENT INTO CONCRETE AND MAXIMUM SPACING' OF 2 FEET ON CENTER UNLESS NOTED OTHERWISE ON THE PLANS. MINIMUM 2 BOLTS PER SILL PLATE PIECE. ONE BOLT TO BE PLACED WITHIN 6 INCHC3 OF EACH END OF THE SILL PLATE. STRUCTURAL TIMBER ALL GRADES SHALL CONFORM TO WWPA GRADING RILES FOR WESTERN LUMBER, LATEST EDITION. PROVIDE CUT NIAS1- S UNDER ALL NUTS AND BOLTS BEARING AGAINST WOOD. ALL WOOD IN CONTACT WITH CONCRETE SHALL NEE PRESSURE TREATED PER PRESERVATIVE TREATMENT NOTE. FASTENERS INSTALLED IN PRESERVATIVE TREATED WOOD SHALL BE HOT - DIPPED GALVANIZED Fa . 1.R G. SECTION R5IG.5. NAILING SHALL CONFORM WITH I.R.G. TABLE R602.3(I) 4 R802.10 OR I B.G. TABLE 2304.1 ALL STRUCTURAL LUMBER SHALL BE AS NOTED BELOW: 2X STUDS HEM -FIR *2 192 = 850 PSI 2X FLOOR i ROOF JOIST HEM -FIR *2 _ Fb = 850 PSI 4X BEAMS DOUG- FIR/LARGH *2 F12 = 815 PSI 6X BEAMS •DOUG-FIR/LARCH *2 Fb = 850 PSI COLUMNS DOUG- FIR/LARCH *2 Fb = 515 P31 LUMBER NOT NOTED DOUG- FIR/LARCH *2 Fb = 850 P51 MI HANGERS TO BE SIMPSON OR APPROVED EQUAL ALL HANGERS SHALL BE FASTENED TO WOOD WITH PROPER NAILS. ALL HOLES SHALL BE NAILED. MACHINE BOLTS TO BE A-S0 ?. ANCHOR BOLTS INTO CONCRETE SHALL BE 5/5 INCH DIAMETER WITH 1 INCHES OF EMBEDMENT INTO CONCRETE UNLCJ NOTED OTHERWISE ON THE PLANS. ALL NAILS SHALL BE COMMON WIRE NAILS. NAILING SHALL. BE IN ACCORDANCE WITH I.G. . SCHEDULE. I6d COMMON NAIL DIAMETER - ( 0.162 INCH ). LAMINATED STUDS SHALL BE NAILED W/ (2) ROWS I6d COMMON NAILS ® 6" O.G. FLOOR SHEATHING SHEATHING SHALL BE 5/4 INCH TONGUE 4 GROOVE, A.P.A. RATED SHEATHING. SPAN RATING 48/24 WITH LONG DIMENSION PERPENDICULAR TO SUPPORTS. UNLESS NOTED OTHERWISE NAIL WITH I0d COMMON NAILS AT 6 INGHE3 ON CENTER AT SUPPORTED PANEL EDGES d 10 INCHES ON CENTER AT INTERMEDIATE SUPPORTS. THE FLOOR SHEATHING SHALL BE GLUED TO THE JOIST AND THE TONGUE AND GROOVE JOINTS WITH AN APPROVED ADHESIVE. ROOF SHEATHING SHEATHING SHALL BE 1/16" AP.A. RATED SHEATHING. SPAN RATING 32/16, INSTALLED WITH LONG DIMENSION ACROSS SUPPORTS.. PANEL END JOINTS SHALL OCCUR AT SUPPORTS. NAIL PANEL EDGES WITH 8d NAILS AT 4 INCHES ON CENTER AND 10 INCHES ON CENTER AT INTERMEDIATE SUPPORTS. MALL SHEATHING . SHEATHING SHALL 5E 1/16" AP.A. RATED SHEATHING. SPAN RATING 24/0. PANEL END JOINTS SHALL OCCUR AT SUPPORTS. NAIL PANEL EDGES WITH 8d NAILS AT 4 INCHES ON CENTER AND 10 INCHES ON CENTER AT INTERMEDIATE SUPPORTS UNLESS NOTED OTHERWISE ON THE DRAWINGS. PRE - MANUFACTURED ROOF TRUSSES TRUSSES SHALL BE PLANT FABRICATED OF DOUGLAS-FIR/LARCH OR 1-EM -FIR. TRUSS MANUFACTURER SHALL SUBMIT SHOP DRAWINGS AND CALCULATIONS STAMPED, SIGNED AND DATED BY A WASHINGTON STATE LICENSED STRUCTURAL ENGINEER. SUBMIT TRUSS SHOP DRAWINGS TO MITCHELL ENGINEERING FOR REVIEW AND APPROVAL PRIOR TO FABRICATION OF THE TRUSSES. SPECIAL CONDITIONS THE CONTRACTOR SHALL. VERIFY ALL DIMENSIONS AND GONDtT1ONS IN THE FIELD. ALL DISCREPANCIES SHALL BE REPORTED TO THE ARCHITECT OR ENGINEER. THE CONTRACTOR SHALL. PROVIDE ADEQUATE SHORING AS REQUIRED UNTIL PERMANENT CONNECTIONS AND STIFPENINGS HAVE BEEN INSTALLED. THE CONTRACTOR SHALL VERIFY SIZE AND LOCATION OF ALL OPENINGS IN THE FLOOR, ROOF AND WALLS WITH ALL THE AFPROPRIATE DRAWING5. THE CONTRACTOR SHALL COORDINATE WITH THE BUILDING DEPARTMENT FOR ALL BLDG. DEPT. REQUIRED INSPECTIONS. DO NOT SCALE THE DRAWINGS. THE DETAILS SHOWN ARE 'TYPICAL AND SHALL BE USED FOR LIKE OR SIMILAR CONDITIONS NOT SHOWN. e lf-1J rzw-e44t4,1r 4 21 (.712A‘‘. F444 a4-0 LAKAkii- FRAMING 4 FOUNDATION DIMENSION SHEAR WALL PER PLAN 4 SCHEDULE dJ 5" GLR. 4" DIA FERF. FOUNDATION DRAIN FINISH PER ELEVATION OVER 15 LB. BUILDING PAPER OVER SHEATHING PER PLAN Z - FLASHING WOOD TRIM OPTIONAL 6' MI .YOODTOG E (..1 *4 BAR CONT. MAX 6 1 1: • • BELOW TOP OF FND W LL A 1*- TIGHTLINE i STORM DRAIN/ IF REQUIRED / \/\ / .., 411: 8" GARAGE FND. PALL 2x STUDS PER PLAN — MUDSILL / A. BOLTS PER FOUNDATION PLAN 4" GONG. SLAB OVER 6 MIL. BLACK V. B. OVER 4" GRANULAR FILL • 214 X./ 144 BAR VERTICAL ®fb. :G. \\ `4, HORIZONTAL ® -�b-C. . 2A�I • ! . it: 4 (2) #4 BAR CONTINUOUS 4 "A 6" , I ,4"A, 4 CAD Details / MITCHELL / Slab on Grade / J. 8 inch garage fnd SCALE : I" = I' -O" J1 FRAMING 4 FOUNDATION DIMENSION SHEAR U W L PER PLAN FINISH PER ELEVATION OVER 15 LB. BUILDING PAPER OVER SHEATHING PER PLAN 16d ® 4" O.G. Z - FLASHING WOO OOPTI 11 Ibd TOE -NAIL ® 8 MIN 6" O.G. (I) *4 BAR CONT MAX. 6 BELOW \ D TOP OF FND WALL � '` / // . // TIGHTLI \ <IL STORM / \ \� •/ _30 DRAIN //, / A I 4 iO 3" GLR. 4" DIA PERF. FOUNDATION DRAIN r •„„,„. ff NIM!M'MW . FLR. JSTS. PER PLAN 8" FND. WALL 457 4 12. CAD Details / MITCHELL / Crawl Space / B. 8 inch fnd wall 2X STUDS PER PLAN BATT INSULATION PER PLAN BATT INSULATION PER PLAN G 3/4" T.4 4 NAI 6. PLYWOOD SUBFLOOR LUED LED MUDSILL / A. BOLTS PER FOUNDATION PLAN 24 ' *4 BAR VERTICAL ®46e -6:0 4 HORIZONTAL ® G.24 6 MIL. BLACK V. B. . % /% /% /% /% - >(2) *4 BAR CONTINUOUS 4 "L 8" 4 "le f v- N SCALE . I" = I' -O" �i2 FRAMING * FOUNDATION DIMENSION SHEAR Y LL PER PLAN SCHEDULE FINISH PER ELEVATION OVER I 15 LB. BUILDING PAPER OVER SHEATHING PER PLAN 16d a 4" O.G. Z - FLASHING OP TI O NAL M I6d TOE -NAIL 8" MIN 6" O.G. (I) #4 BAR CONT MAX. 6" BELOW TOP OF FND WALL IF . • I MUDSILL / A. BOLTS • 11 e - PER FOUNDATION PLAN •Lki , .////// . ; 111 • RTICAL t6. DRAIN . i ` `� 4 H 16=-6 6. 4 . Zu.� TIGHTLINE X �QY STORM O (f) ea I REaUIRED / 7 400,v. i / � 3" GLR. 4" DIA. PERF. FOUNDATION DRAIN 1 4*4.1 PASTA 111 W/ /' � 111111111 pisa �� I ►sN A/ 4 Je 8" FND. WALL Sa-c:17.1 2X STUDS PER PLAN BATT INSULATION PER PLAN BATT INSULATION PER PLAN F-- 3/4" T. *G. PLYWOOD SUBFLOOR GLUED 4 NAILED - -6 MIL. BLACK V. B. • #4 BAR CONTINUOUS CAD Details / MITCHELL / Crawl Space / D. 8 inch fnd wall - parallel 1 �i SCALE : I" = I' -O" �i� 1 'V • 1 ►.I FLR. J5 T5. PER PLAN 6 OG 6d TOE -NA ® " 2X STUDS PER PLAN BAIT INSULATION PER PLAN BATT INSULATION PER PLAN 3/4" T.$6. PLYWOOD SUBFLOOR GLUED 4 NAILED MUDSILL / A. BOLTS PER FOUNDATION PLAN 1 oC #4 BAR VERTICAL ov 46A -6,5: 8 HORIZONTAL @ +6 3" CLR. 8" . 24 " I . 6 MIL. BLACK V. B. •: 11 -• :. >� FRAMING 8 FOUNDATION DIMENSION 4 / / \// ) / \` CAD Details / MITCHELL / Crawl Space / I. 8 inch fnd wall @ garage SHEAR WALL PER PLAN SCHEDULE !6d.@ 4" O.G. INSTALL 5/8" TYPE 'X' G.W.B. 4" CONC. SLAB OVER 6 MIL. BLACK V.B. OVER 4" GRANULAR FILL \ \ / \ \ / \ / (I) #4 BAR CONT. \, MAX. 6" BELOW TOP /OF FND WALL W 4 "b / 2) #4 BAR CONTINUOUS 4",le 8" 4, 4 "4 FND. V' ALL @ GARAGE SCALE " = I' -O" it P BLKQG NAILS BOTTOM OF BEAM 5{tir:At1 h35F refet SHEAR WALL PER PLAN 8 SCHEDULE GATT INSULATION PER PLAN— S/4" T.46. PLYWOOD SUBFLOOR GLUED 8 NAILED LAP JOIST 6" cP alert 4, 6 �, Vo CONTINUOUS FOOTING FLR. JSTS. PER PLAN — I6d (g: 4" O.G. 8d @ 4" O.G. BEAM PER PLAN ■ ■ x12" CLEA w/ � ( 2 ) 2x4 L b d LUMN ■ 7 P. T. POST PER PLAN ■ 6 MIL. BLACK V. B. I' -4" 4, CAD Details / MITCHELL / Crawl Space / Y. continuous footing 2) 44 BAR CONTINUOUS SCALE : I" = I' -O" DOUBLE TOP PLATE - 8d NAILS 6 3" O.G. TO EACH TOP PL SHEAR WALL PER PLAN Q SCHEDULE SIMPSON STHDI4 HOLDOWN w/ (32) I6d NAILS 8" THICK STEM WALL *4 ® 10" O.G. HORIZONTAL -.444- ■ 3 ROWS 8d @ 3" O.G. PLYWOOD TO BEAM 8d ® 3" O.G. 3x STUDS EXTEND BEAM TO END OF SHEAR PANEL 7/16" PLYWOOD/ O.S.B. ( ONE SOLID PANEL ) 3 »- TREATED PLATE w/ (2) 3/4 "0xI2" ANCHOR BOLTS . u . II. . .1 • • I . 1' Ill I 11 11 ! 11 4. .11 4; i�il - 1 u i 1 ..I IC I I ° 11. I 1`` ' 11. II• I FII �I 1/ t I 5 .II• I ' I I 11 1 1' 21 • . l !'. �I• °'11• . -4- • II • 11 A JI ". -(4) #4 VERTICAL W/4 • I L 11 �.• • II' 11 .' .. . ' 1. IF 11' II • . II : 11 • 11 • :11.• S.O.G. • • 9 4i 1 1' • • .46 1 . r ....... : .....,- 7 _,..1 I;1 • u ' .II:. • 1.• .11 11• 1 11 • . 11 . 11 7% II' 4 .. • II • 11 .•11 ' II' W • • 11 11- •,p• Ili 11'. X11 • • P -' . • , ' 1 • • 11 i II . •1L 1 .:.. • . • . • • . 11 ' 1 . 1t + 11 • J ' =:=-.2 • Y • 1 • •11 - •• • SHEAR PANEL g GARAGE a4 CAD Details / MITCHELL / Lateral Restraint / D. lateral restraint panel SCALE : 1/2" = I -0" 4 /40 2x BLOCKING (4) 16d TOE NAIL PER EACH BLOCK SHEAR WALL PER PLAN b SCHEDULE LATERAL DETAIL +�o L. Sd NAIL ®4" O.C. PLYWD FLOOR SHEATHING 2x FLOOR JOISTS &43,1,/.cz-1 Ass CAD Details / MITCHELL / Floor to Wall / A. shear floor to wall - perp NO SCALE 1/7 SHEAR IfitkLL PER PLAN (NO SHEAR INL @ SIM. SECTION) I'd TOE-NAIL 4" O.G. SHEAR WALL PER PLAN SHEAR TRANSFER sp_zr(a.,1 CAD Details / MITCHELL / Wall to Wall / B. shear wall floor - sim SCALE: I" 412= A35 24" O.G. I6d TOE NAIL ® 6 O.G. SHEAR WALL PER PLAN SCHEDULE LATERAL DETAIL 4 '25 8d NAIL ® 4" O.C. FLOOR SHEATHING FLOOR JOISTS PER PLAN NO SCALE CAD Details / MITCHELL / Floor to Wall / D. shear floor to wall - par • SHEAR WALL PER PLAN 16d ® 4" O.G. Sd ®.4" O.G. 16d TOE -NAIL ® 6" O.G. SHEAR WALL PER PLAN SHEAR TRANSFER CAD Details / MITCHELL / Wall to Wall / H. shear wall floor - par 2x FLR JST PER FLAN SCALE : 1" = 1' -0" I I I I 1 SHEAR WALL PER PLAN 4 SCHEDULE FLOOR JOISTS PER PLAN SIMPSON HOLDOWN PER PLAN w/ ALL NAIL HOLES FILLED w/ Ibd COMMON NAILS ® ¢. OF EACH STUD DOUBLE STUD tv HOLDOWN (MST) SINGLE STUD to HOLDOWN (CS) 441 Z 1L tn NALL TO FLOOR - STRAP CAD Details / MITCHELL / Wall to Wall / M. wall to floor - strap NO SCALE z/ DOUBLE STUD ® SHEAR WALL PER PLAN HOEDOWN 8 SCHEDULE FLOOR JOIST, TYPE 8 DIRECTION . PER PLAN BEAM PER PLAN LATERAL DETAIL #8 CAD Details / MITCHELL / Wall to Wall / N. wall to beam - strap SIMPSON HOEDOWN PER PLAN •/ ALL. NAIL HOLES FILLED •/ I6d COMMON NAILS cE OF EACH STUD NO SCALE 122 BATT INSULATION PER PLAN TRUSS PER PLAN— A.55 ® 24" O.G. (BIRD BLOCKING TO TOP PLATE) SIMPSON HI CLIP EACH TRUSS BATT INSULATION PER PLAN SHEAR WALL PER PLAN FLAT CEILING EAVE - 17',4 12 CAD Details / MITCHELL / Roof / A. flat ceiling 1 1/16" PLYWOOD SHEATHING NAILED w/ ad NAILS ® 4" O.G. 4 SUPPORTED PANEL EDGES ROOFING MATERIAL PER ELEVATI OVER PAPER 4 SHEATHING EXTEND 12" ABOVE INSULATION WITH I I /2" CLEAR AIRSPACE I%%VVWLW rrrrrrrrrrrW4 �\ . II Oil 0 j� VENTED 2X BLOCKING W/ (5) 2" DIA HOLES PER 24" O.G. (BLOCKING TO TOUCH TOP PLATE) FASCIA BOARD PER PLAN �•` ` 5" C O META GUTTER ad NAILS 4" O.G. (SHTG TO BIRDBLOGKING) OVERHANG PER PLAN FINISH PER ELEVATION OVER 15 LB. BUILDING PAPER OVER SHEATHING PER PLAN SCALE : I" = 1'-0" • b PLYWOOD ROOF 8d ® 4" O.G. TRUSS SHEATHING 1/16" PLYWOOD SHEATHING ON GABLE TRUSS. NAILED W/ Sd NAILS ® 4" O.G. W/ ALL EDGES BLOCKED I6d TOE NAILS 6" O.G. GABLE END WALL RAKE WALL. FULL HEIGHT STUDS IF GABLE END TRUSS 15 DESIGNED FOR LATERAL FORGE OF 3500 *, PLYWOOD DOES NOT NEED TO EXTEND UP GABLE END LATERAL DETAIL 41. G Z✓ SHEAR WALL PER PLAN d SCHEDULE CAD Details / MITCHELL / Roof / I. shear transfer — roof to ext wall NOT TO SCALE ted pederson survey site plan approved April 19, 2007 Ted Pederson 27148 12 Ave S Des Moines WA 98198 RE: CORRECTION LETTER #2 Development Permit Application Number D07 -026 Pederson Homes, Lot 3 — 4238 S 150 St Dear Mr. Pederson, This letter is to inform you of corrections that must be addressed before your development permit(s) can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the Building and Planning Departments. At this time the Fire and Public Works Departments have no comments. Planning Department: Brandon Miles, at 206 431 -3684, if you have questions regarding the attached memo. Please address the attached comments in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that four (4) complete sets of revised plans, specifications and/or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections/revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at (206) 433 -7165. Sincerely arshall hnician encl File No. D07 -026 C ity of L uk,V lla Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director 149,1A P:Vennifer\Correction Letters\2007\D07 -026 Correction Ltr #2.DOC jem 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 DATE: CONTACT: RE: ADDRESS: ZONING: fir' April 17, 2007 Ted Pederson D07 -026 4238 S. 150 Street LDR PLANNING DIVISION COMMENTS The Planning Division of DCD has reviewed the above permit application. The application as submitted cannot be approved. 1. It is still unclear from the plans provide how the proposed house will meet the height standards. The City's Zoning Code uses the State Building Code to define height (TMC 18.06.100). The State Building Code defines height as "The vertical distance from grade plane to the average height of the highest roof surface (IBC 502.1) ". Grade Plane is defined as "A reference plane representing the average finished ground level adjoining the building at exterior walls. Where the finished ground level slopes away form the exterior walls, the reference plan shall be established by the lowest points within the area between the building and the lot line or, where the lot is more than six feet from the building, between the building and a point six feet from the building (IBC 502.1) ". The average elevation provided is at the comers of the proposed home. However, the grade plan needs to be the average within six feet of the structure or the property lines (whichever is closer). The average grade plan conflicts with the topographic survey. The five points provided range from 232.67 to 233.92, however, the existing grade ranges from 232 to 236. Will retaining walls be utilized? If so, indicate the location of the retaining walls (Note: Separate building permits may be required for retaining walls). Retaining walls that are over 36 inches in height must meet setbacks. Mar 26 07 02:4 /p Sarah Weight # ij ARCHITECTS NO RTHWEST Architects Northwest., Inc. 18915 142nd Avenue NE Suite 100 Woodinville. WA 98072 City of Tukwila 6300 Southcenter Boulevard Tukwila, Washington 98188 Attn: Jennifer Marshall Permit Techmician Alien Johannessen Plans Examiner Brandon Miles Planning Department P: 425-485-4900 F: 425-487-6585 Toll Free:1-888-ARCH-100 Errktl: ANWeArchltectsNW.com Subject: Pederson Homes Application No. 007 -027 Pederson Lot 1-4 4246 S. 150 St. 'FL.7 / O / • "fr I March 26, 2007 In response to your Correction List, dated Feb 8, 2007: 1. Finished floor elevations have been added to the site plan and elevation drawings. 2. Spot elevations have been added to the comers of each house on the site plan. If you have any questions, please call. Sincerely, .r t Architects Northwes Sarah L. Weight RECEIVED CITY OF TUKWILA MAR 2 8 ?ON PERMITCE TER ;QRREC�ION '.TR# off March 7, 2007 Ted Pederson 14459 25 Av S SeaTac WA 98168 RE: CORRECTION LETTER #1 Development Permit Application Number D07 -026 Pederson Homes, Lot 3 — 4238 S 150 St Dear Mr. Pederson, This letter is to inform you of corrections that must be addressed before your development permit(s) can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the Building and Planning Departments. At this time the Fire and Public Works Departments have no comments. Building Department: Allen Johannessen, at 206 433 -7163, if you have questions regarding the attached memo. Planning Department: Brandon Miles, at 206 431 -3684, if you have questions regarding the attached memo. Please address the attached comments in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that four (4) complete sets of revised plans, specifications and/or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections/revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at (206) 433 -7165. Sincerely end File No. D07 -026 City of Tukwila arshall chnician P:Vennifer\Correction Letters\2007\DO7 -026 Correction Ltr #1.DOC )em 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 Building Division Review Memo Date: February 2, 2007 Project Name: Pederson's Classic Homes, Lot 3 Permit #: D07 -026 Plan Review: Allen Johannessen, Plans Examiner Tukwila Building Division Allen Johannessen, Plan Examiner The Building Division conducted a plan review on the subject permit application. Please address the following comments in an itemized format with revised plans, specifications and /or other applicable documentation. (GENERAL NOTE) PLAN SUBMITTALS: (Min. size 11x17 to maximum size of 24x36; all sheets shall be the same size). (If applicable) Structural Drawings and structural calculations sheets shall be original signed wet stamped, not copied.) 1. Please identify a footing drain or a crawl space water discharge system on the site plan. Show roof drainage system or downspouts. The footing discharge system will generally be separate from the roof drain system. Coordinate any combined discharge systems with the Tukwila Public Works Department. The intent is that groundwater will not accumulate in the basement or crawl space. (IRC R405.1, R408.6) 2. The topographical lines shown on the site plan indicate an approximate slope of about sbc feet where the new house is to be constructed. However the elevations show the residence positioned on a flat lot. Please provide a plan and elevation details to show the foundation design to be consistent with the existing lot slope. Elevations shall show the building height will not exceed height restrictions. (TMC 18.10.060) 3. Please provide at least two sets of structural engineered plan sheets wet stamped and signed by the engineer. Sheets shall be consistent with engineer calculations that were provided by the engineer. Should there be questions conceming the above requirements, contact the Building Division at 206431- 3670. No further comments at this time. DATE: CONTACT: RE: ADDRESS: ZONING: February 6, 2007 TED PEDERSON D07 -026 42XX S. 150 Street LDR PLANNING DIVISION COMMENTS The Planning Division of DCD has reviewed the above permit application. The application as submitted cannot be approved. 1. Roof overhangs may extend into the required setback area up to 18 inches. The roof overhang near the SW corner appears to extend greater than 18 inches. Please revise the plans accordingly. 03 -05 -2008 TED PEDERSON 27148 12 AV S DES MOINES WA 98198 RE: Permit No. D07 -026 4238 S 150 ST TUKW Dear Permit Holder: In reviewing our current records the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the International Building Code and/or the International Mechanical Code, every permit issued by the Building Division under the provisions of this code shall expire by limitation and become null and void if the building or work authorized by such permit is not commenced within 180 days from the date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work is commenced for a period of 180 days. Based on the above, you are hereby advised to: Call the City of Tukwila Inspection Request Line at 206 - 431 -2451 to schedule for the next or final inspection. This inspection is intended to determine if substantial work has been accomplished since issuance of the permit or last inspection; or if the project should be considered abandoned. If such determination is made, the Building Code does allow the Building Official to approve one or more extensions of time for additional periods not exceeding 90 days each. Extension requests must be in writine and provide satisfactory reasons why circumstances beyond the applicants control have prevented action from being taken. In the event you do not call for the above inspection and receive an extension prior to 04 /21/2008 , your permit will become null and void and any further work on the project will require a new permit and associated fees. Thank you for your cooperation in this matter. Sincerely, (�S Ter Marshall, Permit Technician xc: Permit File No. D07 -026 City of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 Approx. Remaining Years Pavement Mitigation Fee 0-1 $0.00 1 -2 (10 %) $1.00 2 -5 (25 %) $2.50 5 -7 (33 %) $3.30 7 -10 (50 %) $5.00 10-15 (75 %) $7.50 15 -20 (100 %) $10.00 1 Approved 12.31.2005 1 PUBLIC WORKS BULLETIN A3 PAVEMENT MITIGATION AND TRANSPORTATION IMPACT FEES CITY OF TUKWILA Public Works Department 206133 -0179 This Bulletin summarizes pavement mitigation fees and transportation impact fees applicable to private development projects within the city. PAVEMENT MITIGATION FEE The City does not allow pavement cuts in pavement that is three years old or newer (TMC 11.04 Recently Improved Street), except by written approval from the Public Works Director. Public Works charges a pavement mitigation fee whenever pavement in the right -of -way is disturbed. The pavement mitigation fee compensates the City for reduced life span due to disturbance of roadway surfaces. The fee is based on the total square footage of impacted pavement and on the remaining life of the existing pavement. The mitigation fee, based on cut limits shown on the permit plan set, is paid when the permit is issued. To estimate the cut area, add two feet to all sides of the expected cut limits before calculating the area. This fee may be adjusted, based on the Inspector's measurement of the actual cut limits. Use the following table to estimate the pavement mitigation fee. TRANSPORTATION IMPACT FEE Consistent with the Comprehensive Plan, the Six-year Transportation Plan and the Capital Improvement Plan, the transportation impact fee helps ensure that new development bears its proportionate fair share of transportation facilities necessitated by the new development. The fee applies to any construction, reconstruction, conversion, structural alteration, relocation or enlargement of any structure that requires a building permit and generates any new PM peak hour trips . The transportation impact fee is charged to each development according to an impact fee schedule based on defined zones. The fees are assessed as part of the building permit and are due and payable when the permit is issued. (TMC 9.48 and Ordinance 2111) This Bulletin should not be used as a substitute for codes and regulation& Your project will be reviewed for specific compliance to codes and regulations. Land Uses Unit of Measure Zone 1 Zone 2 C.Zone 3 Zone 4 Cost per Trip > $1,424.71 $1,345.461 $1,071.73 $807.07 Residential Single Family dwelling $1,361.18 $1,285.46 $1,023.94 $771.08 Multi Family dwelling $826.33 $780.37 $621.60 $468.10 Retirement Community dwelling $291.10 $274.91 $218.98 $164.90 Nursing Home /Convalescent Center bed $215.63 $203.64 $162.21 $122.15 Assisted Living dwelling $183.29 $173.09 $137.88 $103.83 Commercial - Services Drive -in Bank sq ft/GFA $18.98 $17.92 $14.28 $10.75 Walk -in Bank sq ft/GFA $15.32 $14.47 $11.52 $8.68 Day Care Center sq ft/GFA $7.62 $7.20 $5.74 $4.32 Library sq ft/GFA $3.48 $3.29 $2.62 $1.97 Post Office sq ft/GFA $5.30 $5.00 $3.98 $3.00 Hotel /Motel room $908.73 $858.19 $683.59 $514.78 Service Station VFP $3,812.37 $3,600.31 $2,867.84 $2,159.64 Service Station /Minimart VFP $2,627.55 $2,481.40 $1,976.56 $1,488.46 Service Station /Minimart/Car Wash VFP $3,885.36 $3,669.24 $2,922.74 $2,200.99 Carwash (Self -Serve) Stall $2,318.66 $2,189.69 $1,744.20 $1,313.48 Movie Theater screen $33,521.56 $31,656.97 $25,216.45 $18,989.37 Health Club sq ft/GFA $3.85 $3.64 $2.90 $2.18 Racquet Club sq ft/GFA $1.64 $1.54 $1.23 $0.93 Marina Berth $202.92 $191.64 $152.65 $114.95 Commercial - Institutional Elementary School /Jr. High School student $160.18 $151.27 $120.50 $90.74 High School student $107.82 $101.82 $81.10 $61.08 University /College student $219.48 $207.27 $165.10 $124.33 Church sq ft/GFA $0.94 $0.89 $0.71 $0.53 Hospital sq ft/GFA $1.42 $1.34 $1.07 $0.80 Commercial - Restaurant Restaurant sq ft/GFA $7.84 $7.41 $5.90 $4.44 Fast Food Restaurant w/o drive thru sq ft/GFA $10.07 $9.51 $7.57 $5.70 Fast Food Restaurant w drive /thru sq ft/GFA $12.89 $12.17 $9.70 $7.30 industrial Light Industry/High Technology sq ft/GFA $1.92 $1.82 $1.45 $1.09 Industrial Park sq ft/GFA $1.81 $1.71 $1.36 $1.02 Warehousing /Storage sq ft/GFA $1.00 $0.95 $0.75 $0.57 Impact Fee Schedule 2006 GLA= Gross Leasible Area GFA= Gross Floor Area VFP= Vehicle Fueling Positions (Maximum number of vehicles that can be fueled simultaneously) City of Tukwila Impact Fee Zones GIS Tukwila Land Uses Unit of Measure Zone 1 Zone 2 Zone 3 Zone 4 Cost per Trip > $1,424.71 $1,345.461 $1,071.73 $807.07 Commercial - Retail Shopping Center up to 9,999 sq ft sq ft/GLA $3.43 $3.24 $2.58 $1.94 10,000 sq ft- 49,999 sq ft sq ft/GLA $3.01 $2.84 $2.26 $1.70 50,000 sq ft- 99,999 sq ft sq ft/GLA $2.20 $2.08 $1.65 $1.25 100,000 sq ft- 199,999 sq ft sq ft/GLA $2.15 $2.03 $1.62 $1.22 200,000 sq ft- 299,999 sq ft sq ft/GLA $1.96 $1.85 $1.47 $1.11 300,000 sq ft- 399,999 sq ft sq ft/GLA $2.32 $2.19 $1.75 $1.31 over 400,000 sq ft sq ft/GLA $2.61 $2.47 $1.97 $1.48 Miscellaneous Retail Sales sq ft/GFA $1.19 $1.12 $0.89 $0.67 Supermarket sq ft/GFA $6.98 $6.59 $5.25 $3.95 Convenience Market sq ft/GFA $12.10 $11.43 $9.10 $6.86 Nursery/Garden Center sq ft/GFA $1.74 $1.64 $1.31 $0.99 Fumiture Store sq ft/GFA $0.18 $0.17 $0.13 $0.10 Car Sales - New /Used sq ft/GFA $3.97 $3.75 $2.98 $2.25 Auto Care Center sq ft/GLA $1.55 $1.46 $1.17 $0.88 Quick Lubrication Vehicle Shop Service Bay $1,358.94 $1,283.35 $1,022.26 $769.82 Auto Parts Sales sq ft/GFA $2.74 $2.59 $2.06 $1.55 Pharmacy(with Drive Through) sq ft/GFA $3.40 $3.21 $2.56 $1.93 Free Standing Discount Store sq ft/GFA $2.40 $2.27 $1.81 $1.36 Hardware /Paint Store sq ft/GFA $2.03 $1.91 $1.52 $1.15 Discount Club sq ft/GFA $4.10 $3.87 $3.08 $2.32 Video Rental sq ft/GFA $3.06 $2.89 $2.30 $1.74 Home Improvement Superstore sq ft/GFA $1.62 $1.53 $1.22 $0.92 Tire Store Service Bay $1,590.01 $1,501.57 $1,196.08 $900.72 Electronics Superstore sq ft/GFA $2.55 $2.41 $1.92 $1.44 Commercial - Office Administrative Office up to 9,999 sq ft sq ft/GFA $6.65 $6.28 $5.00 $3.76 10,000 sq ft- 49,999 sq ft sq ft/GFA $6.65 $6.28 $5.00 $3.76 50,000 sq ft- 99,999 sq ft sq ft/GFA $3.85 $3.64 $2.90 $2.18 100,000 sq ft- 199,999 sq ft sq ft/GFA $2.92 $2.75 $2.19 $1.65 200,000 sq ft- 299,999 sq ft sq ft/GFA $2.55 $2.40 $1.91 $1.44 over 300,000 sq ft sq ft/GFA $2.39 $2.25 $1.79 $1.35 Medical Office /Clinic sq ft/GFA $5.66 $5.34 $4.25 $3.20 Impact Fee Schedule 2006 GLA= Gross Leasible Area GFA= Gross Floor Area VFP= Vehicle Fueling Positions (Maximum number of vehicles that can be fueled simultaneously) ACTIVITY NUMBER: D07 -026 DATE: 05 -07 -07 PROJECT NAME: PEDERSON HOMES, LOT 3 SITE ADDRESS: 4238 S 150 ST Original Plan Submittal Response to Incomplete Letter # X Response to Correction Letter # 2 Revision # After Permit Issued DEPARTMENTS: Building Division Public Works DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete y Incomplete n Comments: TUES/THURS ROUT NG: Please Route Structural Review Required REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: Approved n Approved with Conditions Notation: REVIEWER'S INITIALS: Documents/routing slip.doc 2 -28-02 ,., PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP n Fire Prevention Structural ❑ DATE: DATE: 40 Planning Division ❑ Permit Coordinator DUE DATE: 05-08-07 Not Applicable E 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: 06-05-07 Not Approved (attach comments) ❑ Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: ACTIVITY NUMBER: D07 -026 DATE: 03 -28 -07 PROJECT NAME: PEDERSON HOMES, LOT 3 SITE ADDRESS: 4238 S 150 ST Original Plan Submittal X Response to Correction Letter # 1 Response to Incomplete Letter # Revision # After Permit Issued DEPARTMENTS: 'L Y ui;•in'g Division IbJ Public Works Comments: Documents/routing slip.doc 2 -28 -02 PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP Permit Center Use Only CORRECTION LETTER MAILED: Ott Departments issued corrections: Bldg ❑ Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Y Incomplete ❑ TUESITHURS ROU ING: Please Route Structural Review Required REVIEWER'S INITIALS: Fire ❑ dGi4 4 Planning Division LK I1 Permit Coordinator E DUE DATE: 03-29-07 Not Applicable E Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: No further Review Required DATE: DUE DATE: 04 -26-07 APPROVALS OR CORRECTIONS: Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) Notation: REVIEWER'S INITIALS: DATE: Ping, PW ❑ Staff Initials: DEPARTMENTS: ing Division PPIJc Aork , 4 .,0 Complete Comments: TUES/THURS ROUT G: Please Route Structural Review Required REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: Documents/routing slip.doc 2 -28 -02 PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D07 -026 DATE: 01 -30 -07 PROJECT NAME: PEDERSON'S CLASSIC HOMES, LOT 3 SITE ADDRESS: 42 S 150 ST X Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # After Permit Issued 511 AiAjc,ti .6-o1 Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Incomplete n Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: DUE DATE: 02-01-07 Not Applicable ❑ No further Review Required DATE: Planning Division Permit Coordinator ❑ DUE DATE: 03-01 -07 Approved n Approved with Conditions 0 Not Approved (attach comments) d Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg Fire ❑ Ping/4 PW ❑ Staff Initials: Date: 5 ? - o City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us REVISION 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 # ® Response to Correction Letter # 2 ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: Pederson Homes, Lot 3 Project Address: 4238 S 150 St Contact Person: > PAL- o ,J Summary of Revision: Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center b t e6 Entered in Permits Plus on \applications \forms - applications on line\revision submittal Created: 8 -13 -2004 Revised: (re‘ s 44> t igId t 2 Y. Plan Check/Permit Number: D07 -026 Ai Steven M. Mullet, Mayor Steve Lancaster, Director CITY OAT MAY 0 7 2007 T CENTER Phone Number: ZDb —? -(') — 063 S 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 : / /wwtv.ci.tukwila.wa.us Steven M. Mullet, Mayor Steve Lancaster, Director REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 3-21--01 Plan Check/Permit Number: D07-026 ❑ Response to Incomplete Letter # ® Response to Correction Letter # 1 ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner arv MAR 2 8 2407 Project Name: Pederson Homes, Lot 3 Project Address: 4238 S 150 St �— 2pCP -g47 — 06 3 ' Contact Person: 1 G !_;7,x"7250 I-! Phone Number: Summary of Revision: Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: Entered in Permits Plus on \applications \forms- applications on line\revision submittal Created: 8 -13 -2004 Revised: CITY OF TUk'W!L 4 Community Development Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 981 " . TPIr rri r f 4 rtarni,41 11411,.v Lo rin •vo l ri r �'; ? y rr i t ;)Nj�J rif:ff Rpit,t' i �iiiti �;;, M44 ,�aMm DDpp a i.A I ' I 1 m I r� li �.'i tl , I f .� a.: P '��!� i�l� R�V'tr�4m � ttk t�i^rlfr(rpm"�g�eRIA(�R'r iilrr tl�N: �" �. 6ro-t:' aS} l; �rn vil�friL� :� ,� � r`� i.yt , Site address (attach map and daseript[gn showing hydrant location end size of main € 47)0e ( o gT Got 3 (cckw c t A- iaiixa7xrenawii �I•' °'.r�,._;��." „ r:f rtN TiSE171:erff A" nntsr n ? 4grv {uK tM I. ag,' ;i "S go Name: (14) r6 t7� zsa TIP�.;AvXti + f > + Address: SBA TAc � w a. q S (L 5 Phone: .2406 24 ( 00 t Name : ob ens k6 • 6 C5e ( 14.0 5 Address:) N S� 2 5 4( Phone: t ' q c.(7 This certificate Is for the purposes of: Residential Building Penult ❑ Preliminary Piet Commercial/Industrial Building Permit ❑ Rezone j Estimated number of service connections and water meter size(s): Vehicular distance from nearest hydrant 43 the closest point of structure is 2-R ( ft. Area is served by (Water Utility District): — �sT t 2 �l0'4 n 1 �s !A a �f }'yPIS luY �J11i�1,yW i `"! hA;1YN' sr'lY 1.:71.x; r1hra xD.�rf,�rnl:./L { � ,M ('�Y'1 ;NT.. l t rr�f i 1. 2. 3. n .r /Agent Signature The proposed project is within o improvements required. CERTIFICATE OF WATER AVAILABILITY Required only If outside City of Tukwila water district t✓ The improvements required to upgrade the water system to bring It Into compliance with the utilities' comprehensive plan or to meet the minimum flow" requirements of the project before connection and to meet the State cross connection control requirements: (Use separate sheet if more room is Heeded) 4. Based upon the improvements listed above, water can be provl and at 20 psi residual for a duration of 2 hours at velocity of 5. Water ya lability: Acceptable service can be provided to this project Acceptable service cannot be provided to this project unless the System is not capable of providing service to this project. I hereby certify that the above information is true and correct. k4/9 CO, C, i ire l (ST `%-r Zcr� — y f / Agency /Phone By PERMIT NO.: PM '02–Le ❑ Short Subdivision ❑ Other - of Date will be available at the site with a flow of d fps as documented by the attached calculations. improvements in Item B -2 are Y ►DE n frT (J KW I IA This certificate is not valid without Water District No. 125's attachment entitled "Attachment to Certificate of Water Availability." Permit Center /BuiIth g Division: L©6431'307A Public Works Department: 206 - 433 -0179 Planning Division: 206-431-3670 (City /County) JAN 3 07007 PERMITGENTER op to `d —19 6 Date � 0--2r 6-0 7 Part A: (To Be Completed by Applican Purpose of Certificate: Building Permit ❑ Preliminary Plat or PUD ❑ Other ❑ Short Subdivision ❑ Rezone Proposed Use: Ii Residential Single Family ❑ Residential Multi - Family ❑ Commercial ❑ Other Applicants Name: Aters 1s sSie I/opt e 5 (,ULPhone: 0,06-10 - & 3 v Property Address or Apprr ximate Location: / Lot Number. qi3 0 5 /So* sT Lp £Dql co - coq Legal Description(Attach Map and Legal Description if necessary): art .B: (To Be Completed by Sewer Agency) 1. lo a. Sewer Service will be provided by side sewer connection only to an existing 6 ir size sewer 0 feet from the site and the sewer system has the capacity to serve the proposed use. OR ❑ b. Sewer service will require an improvement to the sewer system of: (1) feet of sewer trunk or lateral to reach the site; and /or ❑ (2) the construction of a collection system on the site; and /or ❑ (3) other (describe): 2. (Must be completed if 1.b above is checked) ❑ a. The sewer system improvement is in conformance with a County approved sewer comprehensive plan, OR ❑ b. The sewer system improvement will require a sewer comprehensive plan amendment. 3. t a. The proposed project is within the corporate limits of the District, or has been granted Boundary Review Board approval for extension of service outside the District, OR ❑ b. Annexation or BRB approval will be necessary to provide service. 4. Service is subject to the following: PERMIT: $ /pn a. District Connection Charges due prior to connection; ov &)tN irs.-vl-s • GFC: $ 9 OP SFC: $ /90c -- UNIT: $ TOTAL: $ (Subject to Change on January 1st) King County/METRO Capacity Charge: Currently, $4250.70 /residential equivalent, will be billed directly by King County after connection to the sewer system. (Subject to change by King Co /Metro without notice.) b. Easements: ❑ Required 0 May be Required CT I UKWILA c. Other. JAN 3 0 20 PERMITCENTER By Title / 14816 Military Road South P.O. Bo )550 Tukwila, WA 98168 Phone: (206) 242 -3236 Fax: (206) 242 -1527 ERT■ FICATE OF: SEWER AVAILABILITY /NON :AVAILABILI A l r Certificate of Sewer Availability OR ❑ Certificate of Sewer Non - Availability hereb certify that the above sewer- agency information is true. This certification shall be valid for one year from ate of signature. Date ATTACHMENT TO VAL VUE SEWER DISTRICT CERTIFICATE OF SEWER AVAILABILITY /NON - AVAILABILITY The following terms and conditions apply to the attached Val Vue Sewer District ( "District ") Certificate of Sewer Availability/Non- Availability ( "Certificate "). 1. This Certificate is valid only for the real property referenced herein ( "Property "), which is in the District's service area, for the sole purpose of submission to the King County Department of Development and Environmental Services, King County Department of Public Health, City of Seattle, City of Tukwila, City of Burien and/or City of SeaTac. This Certificate is between the District and the applicant only, and no third person or party shall have any rights hereunder whether by agency, third -party beneficiary principles or otherwise. 2. This Certificate creates no contractual relationship between the District and the applicant and its successors and assigns, and does not constitute and may not be relied upon as the District's guarantee that sewer service will be available at the time the applicant may apply to the District for such service. 3. As of the date of the District's signature on this Certificate, the District represents that sewer service is available to the Property through sewer systems that exist or-that may be extended by the applicant. The District makes no other representations, express or implied, including without limitation that the applicant will be able to obtain the necessary permits, approvals and authorizations from King County, City of Seattle, City of Tukwila, City of Burien, City of SeaTac or any other governmental agency before the applicant can utilize the sewer service which is the subject of this Certificate. 4. If the District or the applicant must extend the District's sewer system to provide sewer service to the Property, the District or- applicant may be required to obtain from the appropriate governmental agency the necessary permits, approvals and authorizations. In addition, the governmental agency may establish requirements that must be satisfied as a condition of granting any such permits, approvals or authorizations, which may make impractical or impossible the provision of sewer services to the Property. 5. Application for and possible provision of sewer service to the Property shall be subject to and conditioned upon availability of sewer service to the Property at the time of such application, and compliance with federal, state, local and District laws, ordinances, policies, and/or regulations in effect at the time of such application. I acknowledge that I have received the Certificate of Sewer Availability/Non-Availability and this Attachment, and fully ,;t- rstand e terms and conditions herein. Applicant's Signature Date /per /( - o C7 License Information License PEDERCH973D4 Licensee Name PEDERSON'S CLASSIC HOMES INC Licensee Type CONSTRUCTION CONTRACTOR UBI 602277722 Ind. Ins. Account Id VICE PRESIDENT Business Type CORPORATION Address 1 2718 14TH AVE S Address 2 City SEATTLE . County KING State WA Zip 98198 Phone 2064292526 Status ACTIVE Specialty 1 GENERAL Specialty 2 UNUSED Effective Date 3/24/2003 Expiration Date 3/24/2009 Suspend Date Separation Date Parent Company Previous License CLASSH*026CS Next License Associated License Business Owner Information Name Role Effective Date Expiration Date PEDERSON, THEODORE F PRESIDENT 03/24/2003 PEDERSON, KATHY A VICE PRESIDENT 03/24/2003 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. Bond Information Bond Company Bond Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date hone• / /f/1r}rocc vuo !frill /1117 /hhln /,w,it .i oenv9T inwneP= APTIFArMQ1ZTld nS/ ')1 / ') architects northwest pedersons classic homes plan STREET FINISH GRADE 2XX_ SPOT ELEV. Line of Ordinar i High Water 1 \ as marked 1 \ °\ \ \ by John Altmann\ \ \ \ ree BE RE Ecologist \ \ k\ 1 �\ \ \ \ 1 \ \. ► \ \ \ I .\ \ \ 1 \ \ \ \ I 1 \ ) � \I \ 1 )� \� \ \ 4e 1 \ ,\ \ \ ;' \ � / is ° \\ \ °\ \ \ \\ 1 \ ' \ // /' ` 1 I 1 ��� �°�//�� .y \\•\ I mo. / 1 1 1I / � \ I II I\ -. / / /AREA I I 1 / / ' � 1 1 / / 1 \ TI I 1 1 / 1 I i 1 1 / EXIST. IDE" EWE iI I (110 BE ABANDONED) �• I i 1 1 1 1 \ gyp/ ► I \`� \ \ \ C/°� I ' 1 1 I SGALE : 1 " = 2O'-0" 4" FTC. DRAIN PROPOSED ' a RESIDENCE M. FL. EL. 229.6 GOV'D _PORCH I S GARAGE 2 -265 RESIDENCE MOVED 1 / / I -6" SIDE- 'SEWER - 20'13.5. PROPOSED 4" P DRA I 6" SIDE SEWER HOUSE TO REMOVED 1 as alt \ i GB I - - 1t•■.■ - S I TE fi - «<---- \ N88 0 q'02 "W (221.41 ) • \ \ \ \ \\ \s \ \� s N PATIO N Ls ., � DRA ► , \ �� ► l 1 \ \ � z \► l \ \ \ \ \ ---- 5 • E -WALK guard rail G EX. 12" STORM I -\ _� 5.25t� ► 5' to be dedicated I i to the City of Tukwil 1C O 20 5 - 220 40 CB N \ \ ` \ \ ` ` ` \ N \ �\ \ �`- \ \ \ (i 6 " DRAIN STUB I _ Ock PA ■ 5 \\\\:\ 1 \ \ yJ ` ` I I l \•\ \\ \ \ \, I I \ \ `� �\ `� 211 \ �� \ \\\\ \ � AREA�EgSE� N1` `\ • ` ` 1 \ \ _ \ \` `\ `\ \ �\ `\ \\ \\ `\ O U N \ \ creek • \ \ \ \ \ \ \\\ `\ `\ \ \ \ \ I \ \ � \ i \ \ \ \ \ \ \ ` s ` \ 1 ) SENSITIVE \ \ \�\ \ \ \ \ \ \ \ \ \o. ` \\ \ AREA EASEMENT \ \ ` � ` \ \ \ \ \ \ \ \ \ \ J \ 11 1 1 1 / 1 I ■ II \ q' �2 -21-9.0- \ . \ \ \ \ \ \ � / � . \ \ \ \ \ \ \ \ \ \ \ \ \ `R2' =1,2 PEP 1 1 1 \ \ \ \\ \ ® \-22x7 %\ 1 ' I I \ \ '\ 1 \ \ \\ \ \ I 1 I I i x18.0 W.L. ex curb cut " - \ GB 5 ---5 --- 9 -21-6.0 215.0 W.Q. ex. as , j 2 €T:1213.1 S 214.9 -- 1 __2113-0 p WV 7-1.1) N \ / / 80 J J 7 1 _1 \ 5 L ----- 5 NEW WATER METERS FOR LOTS 2,3 & 4 EX. DRIVEWAY TO BE USED AS POND ACCESS 0 < °p l ' - >l cL 0_°o 6" DRAIN STUB 20' ACCESS & UTILITY EASEMENT ROCKERY: TOP: 226.0 BOT: 219.0 2' TO 7' HIGH ROCKERY 99' 12 CPEP 10.9% 6" SIDE SEWER 37' --12" CPEP ® 16.2% ROCKERY: TOP: 224.0 BOT: 219.0 REYIErkbliS No changes shall be made to the scr..7o C ! t:c'"k without prior approrzl cS T ; Building DivE�' a.. will require a new p::.n c �i c: J may include additional plan rav:c.r a fa ..:.. 1 +10 (S. 150 ST.) 0 +00 (C.L. PRIV. RD) 20' WIDE ASPHALT PRIVATE ROAD INSTALL BARRICADE © END OF EXIST. ASPH. \ EX. SIDEWALK \ SO. 1l5OTI I STRJ �T , � 5 � 5 � I -5 - 5 .5 20' WIDE DRIVEWAY CURB CUT By Date: l'hcse plans have been reviewed by the Public 'arks Department for conformance with current City standards. Acceptance is subject to errors and omissions which do not authorize violations of adopted standards or ordinances. The responsibility for the adequacy of the design rests totally with the designer. Additions, deletions or revisions to these drawings after this date will void this acceptance and will require a resubrnittal of revised drawings for subsequent approval. Final acceptance is subject to field inspection by the Public Works utilities inspector. Date: By: - - RtVIE ED R CODE COMPLIANCE APPRO Of 1 :0 DRAINAGE DETENTION: LEVEL 2 DETETION STANDARD POND WITH 5:1 SIDE SLOPES ELEVATIONS: TOP: 2I (1.0 DESIGN WATER LEVEL: 218.0, AREA= 3409 SF BOTTOM: 215.0 AREA 1461 SF VOLUME PROVIDED: 7305 GF VOLUME RE0U I ED: 6805 GF 'MATER GQUAL I T1': WETFOND SEL01Al DETENTION STORAGE TOP WETFOND ELEV: 215.0, AREA 1461 SF BOTTOM WETPOND ELEV: 211.0, AREA 75 SF VOLUME PROVIDED: 507E5 GF VOLUME REQUIRED: 2655 GF PE I LOT WV__ Permit No. i : D � review approval is subject to errors and omissions. 1 of co -• M 11 , .. -. ' _ ' does not authorize on of any . - pproved Flc :" �. 4 city of Tukwila BUILDING DIVISION or ordinance. Receipt conditions b adma fledged; LEcSAL DESCiR I FT I ON THE WEST HALF OF LOT 17, LOT 18, AND LOT I Q, EXCEPT THE WEST 100 FEET THEREOF, BLOCK 1, SECOND ADDITION TO ADAMS HOME TRAGTS, ACCORD I NG TO THE PLAT THEREOF RECORDED IN VOLUME 12 OF PLATS, PAGE (10, IN KING COUNTY, WASHINGTON. ELEVATION DATUM PER SEWER MH #20 -1 ON SOUT I45TH STREET: ELEVATION = 277.7 FEET LOT HIHT GALGULATION SPOT ELEV. I 224.33 SPOT ELEV. 2 224.50 SPOT ELEV. 5 224.58 SPOT ELEV. 4 224.08 SPOT ELEV. 5 224.08 TOTAL 1 121.57 1121.57 / 5 = 22431 AVERAGE FINISH GRADE 22431 + 30 = 254.31 MAX. HEIGHT FLAN Mz-T80B3 =- I `TR MAIN FLOOR UPPER FLOOR MID POINT OF ROOF MAX. MID POINT OF ROOF BELOW MAX. HEIGHT SITE ADDRESS LOT I 5. 150TH ST. TUKWILA, WA. LOT GOV BRA LOT AREA: HOUSE /GARAGE AREA: PORCH /PATIO AREA: TOTAL AREA: LOT AREA: HOUSE /GARAGE AREA: PORCH /PATIO AREA: DRIVEWAY /WALK AREA TOTAL AREA: LOT 226.21 236.15 248.16 254.31 5.55 I MFERV I OUS AREA 51,2cf6 S.F. 2,109 S.F. 224 S.F. 701 S.F. 3,034 S.F. .10% HE. IGHT GALGULATION SPOT ELEV. I 233.15 SPOT ELEV. 2 233.92 SPOT ELEV. 3 253.83 SPOT ELEV. 4 252.67 SFOT ELEV. 5 255.26 TOTAL 116T.43 1 167.43 / 5 = 233.4Q AVERAGE FINISH GRADE 255.49 + 50 = 265.4ci MAX. HEIGHT PLAN M3165A2F -I MAIN FLOOR UPPER FLOOR MID POINT OF ROOF MAX. MID POINT OF ROOF BELOW MAX. HEIGHT SI TE Aor2fss LOT 3 5. 150TH ST. TUKWILA, WA. LOT AREA: HOUSE /GARAGE AREA: PORGH /PATI AREA TOTAL AREA: LOT AREA HOUSE /GARAGE AREA: PORCH /PATIO AREA: DRIVEWAY /WALK AREA TOTAL AREA: RAG__ 255.55 245.47 258.88 265.4°1 4.61 IMF RV I OUS AREA '4,055 S.F I,156 S.F. 144 S.F. 1,263 S.F. 5,363 S.F. = 57.25% LOT2 I G HT CALCIULAT I ON SPOT ELEV. I 255.85 SPOT ELEV. 2 233.(12 SPOT ELEV. 3 235.26 SPOT ELEV. 4 232.58 TOTAL (133.5°i (135.5(1 / 4 = 233.40 AVERAGE FINISH GRADE 235.40 + 30 = 263.40 MAX. HEIGHT FLAN M2g60A3 MAIN FLOOR UPPER FLOOR MID POINT OF ROOF MAX. MID POINT OF ROOF SLOW MAX. HEIGHT 235.55 245.4T 25°1.75 263.40 5.61 03/ 26/ 0 OW:NLR PEDERSON'S CLASSIC HOMES TED PEDERSON 1445°1 25TH AVE. 5>, SEATTLE, WA. '18168 _.. f i r ' (206)(147 -0638 T =2R SIT__ ADDRESS LOT 2 5. 150TH ST. TUKWILA, A. LOT GO\,IEIR.AE LOT AREA: HOUSE /GARAGE AREA: PORCH AREA: TOTAL AREA: iMPERVious AREA LOT AREA: HOUSE /GARAGE AREA: PORCH AREA: DRIVEWAY /WALK AREA TOTAL AREA: LOT 4 H I G +T GAL IULAT I ON SFOT ELEV. I 228.25 SFOT ELEV. 2 228.53 SPOT ELEV. 5 228.2 SPOT ELEV. 4 228.25 SFOT ELEV. 5 228.25 TOTAL 1 141.57 1141.31 / 5 = 228.2T I N I S R AVERAGE ,F GRADE 228.21 30 = 258.21 MAX: SHE I G�-1 T SEPARATE PERMIT REQUIRED FOR 1 161echanical ectricai umbing N/Ges Piping City of Tukwila BUILDING DIVISION - FLA\ MAIN FLOOR .. UPPER FLOOR MID POINT OF R00 MAX. MID POINT OF ROOF BELOW MAX. HEIGHT SIT LOT 4 5. 150TH ST. TUKWILA, WA. ADDRESS LOT OYERAOE LOT AREA: HOUSE /GARAGE AREA: PORCH /PATI AREA: TOTAL AREA I M ERV I OUS AR LOT AREA: HOUSE/GARAGE AREA: PORCH /PATIO AREA: DRIVEWAY /WALK AREA TOTAL AREA: CORRECTION LTR# I 8,10a S.F. 2,016 S.F. 13.1 S.F. 299 S.F. 2,454 5.F. 28.18% 2 7S 5 F =I7R 22 (1.96 23°1.88 252.51 258.27 5.76 18,786 S.F. 210°f S.F. 214 S.F. 2,525 S.F. = 12.31% A CIT YOFTUi;WI A MAR 2 8 711n7 PFTA TCETT Ft 1 5,786 S.F. 2,10(1 S.F. 214 S.F. 1,304 S.F. 5,627 S.F. 19.51% 5046 GISTERED 4CRC ITECT r . PAYMENT OF USE FEE IS DUE ARCHITECTS NORTHWEST, INC. PRIOR TO CONSTRUCTION FOR EACH STRUCTURE BUILT FROM THESE PLANS. THESE PLANS ARE COPYRIGHTED IN ACCORDANCE WITH FEDERAL STATUTES. REPRODUCTION BY ANY METHOD OF ALL OR PORTIONS OF THESE PLANS OR OR1 ATUKW1LA CORR. LETTER 3/1101 I'S GLRSSI DESIGNED BY: DATE: TO 10/04 DRAWN BY: DATE: JRA 12/21/04 REVISED BY: DATE SLH Q/a/06 LATERAL BY: DATE: MM II/27/04 LATERAL JOB NUMBER: 04 -1025 ANW JOB NUMBER: 060112 \ \ \ ?4141 \ \\ \ \ ` � --- ~ ~ ;, \ �0 ' Q.S.L. \ \ t \ e \ LOT 4 A ' ' ''''..?) a\ �v \ 1 \ _ c ` \ I \ L -� \ ��ry� \\ \ �` \ \ 1 -----\-- \\ \ \ \ \ \ \ \ i\ ,y0 6, 6 \ ���{ \ \ \\ \ \\\ 1 °0- \ \ / \ 0 \ \ .cep \ \ \ \ \ \ \ \ \ \ \ \ v \ +\ \ \ C _ � a \ \ \ \ I \ \ ` ° \ \ \\ \\ \ 1 \ \ 1\ , \ \ \ \ \ \ \ i \ 1 \ \ \ \ 1 \ (\ \ \ \ 1., \ SENNSITIVE \ \ \ \ 1 \ \ \ ° \ 1 1 \ \ AREA\EASEM \ 1 \ \\° 1 \ \ \ \ \ \\ ■ \\ \ / I j \ \ \ \\ \ \\ \ ■ ■ \ ° \ J \ \ \ \\ \ \\ \ 1 \ \ ° ,1 '\\ \ \ \ �,, \ \ 6 ° (\ 1 \ \ \ \\ \ \`~ I ) caa ■ ■ \ t ► \ \ � ` \' '--!, \ \ a m� \ \ \ \ ° \ \ L I \�\ wetland t\ \ \ 1 \\ \ - 1 1 1 1 curb cut • 1 I I I 1 11 \ STREET ■ FINISH GRADE 2XX_ SPOT ELEV. \ \ \. A \ \ � \ '\ \ 1\ 1 1 ` \ l \\\ \I \1 1 \ \\ \ \ \\" \ \� \\ \ \ \ \ EXSITING \\ \ SHED TO Line of Ordinar i High Water 1 \ as marked 1 \ °\ \ \ by John Altmann\ \ \ \ ree BE RE Ecologist \ \ k\ 1 �\ \ \ \ 1 \ \. ► \ \ \ I .\ \ \ 1 \ \ \ \ I 1 \ ) � \I \ 1 )� \� \ \ 4e 1 \ ,\ \ \ ;' \ � / is ° \\ \ °\ \ \ \\ 1 \ ' \ // /' ` 1 I 1 ��� �°�//�� .y \\•\ I mo. / 1 1 1I / � \ I II I\ -. / / /AREA I I 1 / / ' � 1 1 / / 1 \ TI I 1 1 / 1 I i 1 1 / EXIST. IDE" EWE iI I (110 BE ABANDONED) �• I i 1 1 1 1 \ gyp/ ► I \`� \ \ \ C/°� I ' 1 1 I SGALE : 1 " = 2O'-0" 4" FTC. DRAIN PROPOSED ' a RESIDENCE M. FL. EL. 229.6 GOV'D _PORCH I S GARAGE 2 -265 RESIDENCE MOVED 1 / / I -6" SIDE- 'SEWER - 20'13.5. PROPOSED 4" P DRA I 6" SIDE SEWER HOUSE TO REMOVED 1 as alt \ i GB I - - 1t•■.■ - S I TE fi - «<---- \ N88 0 q'02 "W (221.41 ) • \ \ \ \ \\ \s \ \� s N PATIO N Ls ., � DRA ► , \ �� ► l 1 \ \ � z \► l \ \ \ \ \ ---- 5 • E -WALK guard rail G EX. 12" STORM I -\ _� 5.25t� ► 5' to be dedicated I i to the City of Tukwil 1C O 20 5 - 220 40 CB N \ \ ` \ \ ` ` ` \ N \ �\ \ �`- \ \ \ (i 6 " DRAIN STUB I _ Ock PA ■ 5 \\\\:\ 1 \ \ yJ ` ` I I l \•\ \\ \ \ \, I I \ \ `� �\ `� 211 \ �� \ \\\\ \ � AREA�EgSE� N1` `\ • ` ` 1 \ \ _ \ \` `\ `\ \ �\ `\ \\ \\ `\ O U N \ \ creek • \ \ \ \ \ \ \\\ `\ `\ \ \ \ \ I \ \ � \ i \ \ \ \ \ \ \ ` s ` \ 1 ) SENSITIVE \ \ \�\ \ \ \ \ \ \ \ \ \o. ` \\ \ AREA EASEMENT \ \ ` � ` \ \ \ \ \ \ \ \ \ \ J \ 11 1 1 1 / 1 I ■ II \ q' �2 -21-9.0- \ . \ \ \ \ \ \ � / � . \ \ \ \ \ \ \ \ \ \ \ \ \ `R2' =1,2 PEP 1 1 1 \ \ \ \\ \ ® \-22x7 %\ 1 ' I I \ \ '\ 1 \ \ \\ \ \ I 1 I I i x18.0 W.L. ex curb cut " - \ GB 5 ---5 --- 9 -21-6.0 215.0 W.Q. ex. as , j 2 €T:1213.1 S 214.9 -- 1 __2113-0 p WV 7-1.1) N \ / / 80 J J 7 1 _1 \ 5 L ----- 5 NEW WATER METERS FOR LOTS 2,3 & 4 EX. DRIVEWAY TO BE USED AS POND ACCESS 0 < °p l ' - >l cL 0_°o 6" DRAIN STUB 20' ACCESS & UTILITY EASEMENT ROCKERY: TOP: 226.0 BOT: 219.0 2' TO 7' HIGH ROCKERY 99' 12 CPEP 10.9% 6" SIDE SEWER 37' --12" CPEP ® 16.2% ROCKERY: TOP: 224.0 BOT: 219.0 REYIErkbliS No changes shall be made to the scr..7o C ! t:c'"k without prior approrzl cS T ; Building DivE�' a.. will require a new p::.n c �i c: J may include additional plan rav:c.r a fa ..:.. 1 +10 (S. 150 ST.) 0 +00 (C.L. PRIV. RD) 20' WIDE ASPHALT PRIVATE ROAD INSTALL BARRICADE © END OF EXIST. ASPH. \ EX. SIDEWALK \ SO. 1l5OTI I STRJ �T , � 5 � 5 � I -5 - 5 .5 20' WIDE DRIVEWAY CURB CUT By Date: l'hcse plans have been reviewed by the Public 'arks Department for conformance with current City standards. Acceptance is subject to errors and omissions which do not authorize violations of adopted standards or ordinances. The responsibility for the adequacy of the design rests totally with the designer. Additions, deletions or revisions to these drawings after this date will void this acceptance and will require a resubrnittal of revised drawings for subsequent approval. Final acceptance is subject to field inspection by the Public Works utilities inspector. Date: By: - - RtVIE ED R CODE COMPLIANCE APPRO Of 1 :0 DRAINAGE DETENTION: LEVEL 2 DETETION STANDARD POND WITH 5:1 SIDE SLOPES ELEVATIONS: TOP: 2I (1.0 DESIGN WATER LEVEL: 218.0, AREA= 3409 SF BOTTOM: 215.0 AREA 1461 SF VOLUME PROVIDED: 7305 GF VOLUME RE0U I ED: 6805 GF 'MATER GQUAL I T1': WETFOND SEL01Al DETENTION STORAGE TOP WETFOND ELEV: 215.0, AREA 1461 SF BOTTOM WETPOND ELEV: 211.0, AREA 75 SF VOLUME PROVIDED: 507E5 GF VOLUME REQUIRED: 2655 GF PE I LOT WV__ Permit No. i : D � review approval is subject to errors and omissions. 1 of co -• M 11 , .. -. ' _ ' does not authorize on of any . - pproved Flc :" �. 4 city of Tukwila BUILDING DIVISION or ordinance. Receipt conditions b adma fledged; LEcSAL DESCiR I FT I ON THE WEST HALF OF LOT 17, LOT 18, AND LOT I Q, EXCEPT THE WEST 100 FEET THEREOF, BLOCK 1, SECOND ADDITION TO ADAMS HOME TRAGTS, ACCORD I NG TO THE PLAT THEREOF RECORDED IN VOLUME 12 OF PLATS, PAGE (10, IN KING COUNTY, WASHINGTON. ELEVATION DATUM PER SEWER MH #20 -1 ON SOUT I45TH STREET: ELEVATION = 277.7 FEET LOT HIHT GALGULATION SPOT ELEV. I 224.33 SPOT ELEV. 2 224.50 SPOT ELEV. 5 224.58 SPOT ELEV. 4 224.08 SPOT ELEV. 5 224.08 TOTAL 1 121.57 1121.57 / 5 = 22431 AVERAGE FINISH GRADE 22431 + 30 = 254.31 MAX. HEIGHT FLAN Mz-T80B3 =- I `TR MAIN FLOOR UPPER FLOOR MID POINT OF ROOF MAX. MID POINT OF ROOF BELOW MAX. HEIGHT SITE ADDRESS LOT I 5. 150TH ST. TUKWILA, WA. LOT GOV BRA LOT AREA: HOUSE /GARAGE AREA: PORCH /PATIO AREA: TOTAL AREA: LOT AREA: HOUSE /GARAGE AREA: PORCH /PATIO AREA: DRIVEWAY /WALK AREA TOTAL AREA: LOT 226.21 236.15 248.16 254.31 5.55 I MFERV I OUS AREA 51,2cf6 S.F. 2,109 S.F. 224 S.F. 701 S.F. 3,034 S.F. .10% HE. IGHT GALGULATION SPOT ELEV. I 233.15 SPOT ELEV. 2 233.92 SPOT ELEV. 3 253.83 SPOT ELEV. 4 252.67 SFOT ELEV. 5 255.26 TOTAL 116T.43 1 167.43 / 5 = 233.4Q AVERAGE FINISH GRADE 255.49 + 50 = 265.4ci MAX. HEIGHT PLAN M3165A2F -I MAIN FLOOR UPPER FLOOR MID POINT OF ROOF MAX. MID POINT OF ROOF BELOW MAX. HEIGHT SI TE Aor2fss LOT 3 5. 150TH ST. TUKWILA, WA. LOT AREA: HOUSE /GARAGE AREA: PORGH /PATI AREA TOTAL AREA: LOT AREA HOUSE /GARAGE AREA: PORCH /PATIO AREA: DRIVEWAY /WALK AREA TOTAL AREA: RAG__ 255.55 245.47 258.88 265.4°1 4.61 IMF RV I OUS AREA '4,055 S.F I,156 S.F. 144 S.F. 1,263 S.F. 5,363 S.F. = 57.25% LOT2 I G HT CALCIULAT I ON SPOT ELEV. I 255.85 SPOT ELEV. 2 233.(12 SPOT ELEV. 3 235.26 SPOT ELEV. 4 232.58 TOTAL (133.5°i (135.5(1 / 4 = 233.40 AVERAGE FINISH GRADE 235.40 + 30 = 263.40 MAX. HEIGHT FLAN M2g60A3 MAIN FLOOR UPPER FLOOR MID POINT OF ROOF MAX. MID POINT OF ROOF SLOW MAX. HEIGHT 235.55 245.4T 25°1.75 263.40 5.61 03/ 26/ 0 OW:NLR PEDERSON'S CLASSIC HOMES TED PEDERSON 1445°1 25TH AVE. 5>, SEATTLE, WA. '18168 _.. f i r ' (206)(147 -0638 T =2R SIT__ ADDRESS LOT 2 5. 150TH ST. TUKWILA, A. LOT GO\,IEIR.AE LOT AREA: HOUSE /GARAGE AREA: PORCH AREA: TOTAL AREA: iMPERVious AREA LOT AREA: HOUSE /GARAGE AREA: PORCH AREA: DRIVEWAY /WALK AREA TOTAL AREA: LOT 4 H I G +T GAL IULAT I ON SFOT ELEV. I 228.25 SFOT ELEV. 2 228.53 SPOT ELEV. 5 228.2 SPOT ELEV. 4 228.25 SFOT ELEV. 5 228.25 TOTAL 1 141.57 1141.31 / 5 = 228.2T I N I S R AVERAGE ,F GRADE 228.21 30 = 258.21 MAX: SHE I G�-1 T SEPARATE PERMIT REQUIRED FOR 1 161echanical ectricai umbing N/Ges Piping City of Tukwila BUILDING DIVISION - FLA\ MAIN FLOOR .. UPPER FLOOR MID POINT OF R00 MAX. MID POINT OF ROOF BELOW MAX. HEIGHT SIT LOT 4 5. 150TH ST. TUKWILA, WA. ADDRESS LOT OYERAOE LOT AREA: HOUSE /GARAGE AREA: PORCH /PATI AREA: TOTAL AREA I M ERV I OUS AR LOT AREA: HOUSE/GARAGE AREA: PORCH /PATIO AREA: DRIVEWAY /WALK AREA TOTAL AREA: CORRECTION LTR# I 8,10a S.F. 2,016 S.F. 13.1 S.F. 299 S.F. 2,454 5.F. 28.18% 2 7S 5 F =I7R 22 (1.96 23°1.88 252.51 258.27 5.76 18,786 S.F. 210°f S.F. 214 S.F. 2,525 S.F. = 12.31% A CIT YOFTUi;WI A MAR 2 8 711n7 PFTA TCETT Ft 1 5,786 S.F. 2,10(1 S.F. 214 S.F. 1,304 S.F. 5,627 S.F. 19.51% ..1-. . 5046 _ GISTERED .g CRC 1TECT . A '1F W:.HINGTON 1=3 /1/06 PAYMENT OF USE FEE IS DUE ARCHITECTS NORTHWEST, INC. PRIOR TO CONSTRUCTION FOR EACH STRUCTURE BUILT FROM THESE PLANS. THESE PLANS ARE COPYRIGHTED IN ACCORDANCE WITH FEDERAL STATUTES. REPRODUCTION BY ANY METHOD OF ALL OR PORTIONS OF THESE PLANS OR VARIATIONS THEREOF WITHOUT WRITTEN PERMISSIO FROM ARCHITECTS NORTHWEST, INC. IS STRICTLY PROHIBITED. THESE DRAWINGS AND PLANS SET FORTH ON THIS SHEET AS INSTRUMENTS OF SERVICE ARE, AND SHALL REMAIN, THE PROPERTY OF ARCHITECTS NORTHWEST, INC. GoVERSHEET CITY ® T�O 4KWIL 02 SCHEDULE SHEET MAR 2 7nn7 AS DETAIL SHEET 04 FOUNDATION PLAN $ MAIN FLOOR FRAMING PLAN 05 MAIN FLOOR PLAN $ UPPER FLOOR FRAMING PLAN 06 UPPER FLOOR PLAN $ ROOF FRAMING PLAN 01 ELEVATIONS 08 R1 50 8 NO LIMIT 6 INCH MIN. MAX. ATUKWILA GORR. LETTER 3/1/07 MAX. MIN. MAX. MIN. MAX. MIN. MAX. MIN. MAX. I GG's7 MAX. 65A21 50 75 65 18 80 120 15 143 110 165 DESIGNED BY- DATE: TG 10/04 DRAWN BY: DATE: JRA 12/21/04 REVISED BY: DATE: BLH 4/8/06 LATERAL BY: DATE: MM 11/27/04 LATERAL JOB NUMBER: 04 -1025 A a ANW JOB NUMBER: 0601'2 SHEET # DESCRIPTION 01 GoVERSHEET CITY ® T�O 4KWIL 02 SCHEDULE SHEET MAR 2 7nn7 AS DETAIL SHEET 04 FOUNDATION PLAN $ MAIN FLOOR FRAMING PLAN 05 MAIN FLOOR PLAN $ UPPER FLOOR FRAMING PLAN 06 UPPER FLOOR PLAN $ ROOF FRAMING PLAN 01 ELEVATIONS 08 BUILDING SECTIONS FLOOR AREA, rT MINIMUM FLEX DIAMETER MAXIMUM LENGTH FEET MINIMUM SMOOTH DIAMETER BEDROOMS MAXIMUM EL.13Q1"15 1 50 4INCH 2 OR LESS 3 70 4 50 5 10 -0" 6 100 -0" - 7 50 8 NO LIMIT 6 INCH MIN. MAX. MIN. MAX. MIN. MAX. MIN. MAX. MIN. MAX. MIN. MAX. MIN. MAX. <500 50 75 65 18 80 120 15 143 110 165 125 188 140 210 501 - 1000 55 83 10 105 85 128 100 150 115 173 130 115 145 218 1001 -1500 60 10 15 115 10 135 105 158 120 180 135 203 150 225 1501 -2000 65 C,8 80 120 15 143 110 165 125 188 140 210 155 233 2001 -2500 10 105 85 128 100 150 115 113 130 115 145 21S 160 240 2501 -3000 15 113 10 135 105 155 120 ISO 155 205 150 225 165 248 3001 - 3500 8o 120 15 143 110 165 125 188 140 210 155 233 110 255 3501 -4000 85 128 100 150 115 113 130 115 145 218 160 240 115 265 4001 15 145 110 165 125 I88 140 210 155 255 110 255 185 218 5001 - 6000 105 155 120 180 135 203 150 225 165 248 180 210 115 215 6001 -1000 115 113 150 115 145 218 160 240 175 263 110 285 205 308 7001 -8000 125 188 140 210 155 255 170 255 185 278 200 BOO 215 323 8001 - 1000 135 203 150 225 I65 248 180 210 115 213 210 315 225 355 >1000 145 218 160 240 115 263 110 285 205 508 220 550 235 355 FAN TESTED GPM @ 0.25" W.G. MINIMUM FLEX DIAMETER MAXIMUM LENGTH FEET MINIMUM SMOOTH DIAMETER MAXIMUM LENGTH FEET MAXIMUM EL.13Q1"15 1 50 4INCH 25' -0" 4INCH 70 3 50 5 INGH 10 -0" 5INGH 100 -0" 3 50 6 INCH NO LIMIT 6 INCH NO LIMIT 3 80 4 INCH 2 WA 4 INCH 20' - 0" 3 80 5 INGH 15 5INGH 100' -0" 3 80 6 INCH 10 -0" 6 INCH NO LIMIT 3 100 5 INCH 2 N/A 5 INCH 50 - 0" 3 100 6 INCH 45 -0" 6 INCH NO LIMIT 3 125 6 INCH 15 -0" 6 INCH NO LIMIT 3 125 7 INCH 10' -0" 7 INCH NO LIMIT 3 GROUND LOAD WIND SEISMIC GATEGORY SUBJECT TO DAMAGE FROM WINTER DESIGN TEMP ICE SHIELD UNDER- LAYMENT REQUIRED HAZARDS AIR INDEX MEAN ANNUAL WEATHERING FROST DEPTH TERMITE DECAY (MMPH) 25117 87 D(IBC) 122(IRG) MODERATE 18" SLIGHT TO MODERATE SLIGHT TO MODERATE R -21 NO R -10 R -SO R -10 EQUIVALENT FLUID PRESSURE = 55 P.G.F. (UNRESTRAINED WALLS) 50 P.G.F. (RESTRAINED WALLS) OPTION 10 GLAZING AREA: % OF FLOOR GLAZING U- FACTOR Q DOOR U- FACTOR 2 CEILING 3 VAULTED CEILING 12 WALL ABOVE GRADE Fp0 4 WALL- E)C1. BELOW GRAPE 5 FLOOR ( - 6 -_ L A ii ON GRAp VERTICAL, II OVERHEAD Iv. UNLIMITED I ' ; s R-4 OCCUPANCIES ONLY 0.40 0.58 0.20 R -53 R -30 R -21 R -21 R -10 R -SO R -10 GENERAL GODS ALL APPLICABLE CODES AND AUTHORITIES HAVING JURISDICTION SHALL SE FOLLOWED I) 2003 INTERNATIONAL RESIDENTIAL COD (IRG) WITH WASHINGTON STATE AMENDMENTS (NSA) EXCEPT CHAPTERS II AND 25 THROUGH 42 ARE NOT ADOPTED. WAG 5I -5I 2) 2005 INTERNATIONAL BUILDING CODE (IBC) WITH WASHINGTON STATE AMENDMENTS (NSA) WAG 5I -50 5) 2003 INTERNATIONAL MECHANICAL CODE (IMC) WITH WASHINGTON STATE AMENDMENTS (WSA) NAG 5I -52 4) 2003 UNIFORM PLUMBING CODE (UPC) WITH WASHINGTON STATE AMENDMENTS, EXCEPT CHAPTERS 12 AND 15 ARE Nor ADOPTED. WAG 5I-56 AND 5I-51 5) 2003 INTERNATIONAL FUEL GAS CODE (IF&C) WITH WASHINGTON STATE AMENDMENTS (NSA) 6) 2004 WASHINGTON STATE ENERGY CODE (WSEC). WAG 51 -11 7) 2003 WASHINGTON STATE VENTILATION AND INDOOR AIR QUALITY CODE (WSVIAQC). WAG 51 -13. BUILDING CONSTRUCTION TYPE: V-15 OCCUPANCY GROUP: R -3 CONTRACTOR SHALL VERIFY ALL NOTES, DIMENSIONS AND CONDITIONS PRIOR TO CONSTRUCTION CONTRACTOR SHALL PROVIDE TEMPORARY BRACING AS REQUIRED UNTIL ALL PERMANENT CONNECTIONS HAVE BEEN MADE. IT IS THE CONTRACTORS RESPONSIBILITY TO IDENTIFY ALL DISCREPANCIES TO THE ARCHITECT AT THE TIME THEY ARE NOTED. DIMENSIONS TAKE PRECEDENCE OVER SCALED DRAWINGS. CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA S I TE WORK GENERAL ALL FOOTINGS TO BEAR ON FIRM, UNDISTURBED EARTH BELOW ORGANIC SURFACE SOILS. ALL BACK FILL MATERIAL SHALL BE THOROHGHLY COMPACTED. FOUNDATION VENTS SHALL NOT INTERFERE WITH THE DIRECT LOAD PATH OF COLUMNS. G ARPENTRY GENERAL ALL FRAMING SHALL COMPLY WITH TIE APPROPRIATE 5ECTION(S) OF THE 2003 ISC/IRG. ALL WOOD IN CONTACT WITH CONCRETE TO BE PRESSURE TREATED. S" MINIMUM CLEARANCE BETWEEN WOOD AND EARTH. 12" MINIMUM CLEARANCE BETWEEN FLOOR BEAMS AND EARTH. IS" MINIMUM CLEARANCE BETWEEN FLOOR JOISTS AND EARTH. LOADING ROOF FLOOR CEILING DECK EXTERIOR CANTILEVERED BALCONY INTERIOR PARTITION EXTERIOR PARTITION 15 PSF DEAD LOAD 10 PSF DEAD LOAD 5 PSF DEAD LOAD 5 PSF DEAD LOAD 10 PSF DEAD LOAD INSULATIQN AND MOISTURE PROTECTION + 25 PSF LIVE LOAD + 40 PSF LIVE LOAD + 10 PSF LIVE LOAD + 40 PSF LIVE LOAD + 60 PSF LIVE LOAD = 40 PSF = 50 PSF ▪ 15 PSF = 45 PSF 70 PSF 7PSF = IO PSF 1^ BEARING ON OR INSTALLED WITHIN I" OF MASONRY OR CONCRETE TO BE TREATED WITH AN APPROVED PRESERVATIVE. SOLID BLOCKING OF NOT LESS THAN 2x THICKNESS SHALL BE PROVIDED AT ENDS AND AT ALL SUPPORT OF JOISTS AND RAFTERS. ANCHOR BOLTS PER SHEAR WALL SCHEDULE AND FOUNDATION PLAN. 1" MINIMUM EMBEDMENT. ALL METAL FRAMING ANCHORS AND HANGERS SHOWN ON DRAWINGS SHALL BE STRONG TIE CONNECTORS AS MANUFACTURED BY SIMPSON COMPANY OR APPROVED EQUAL. GENERAL UNLESS NOTED RISE, INSULATION SHALL CONFORM TO THE WASHINGTON STATE ENERGY CODES. INSULATION BAFFLES TO MAINTAIN I -1/2" CLEAR SPACE ABOVE INSULATION. BAFFLES TO EXTEND 6" ABOVE BATT INSULATION. BAFFLES TO EXTEND 12" ABOVE LOOSE FILL INSULATION. INSULATE BEHIND BATHTUBS, SHOWERS, PARTITIONS AND CORNERS. FACE STAPLE BATTS. FRICTION FIT FACED BATTS USE 4 MIL (0.004 POLYETHYLENE VAPOR BARRIER AT WALLS. USE PVA PAINT WITH A DRY CUP PERM RATING OF ONE (MAX.) R -I0 INSULATION UNDER ELECTRIC WATER HEATERS. INFILTRATION CONTROL I. EXTERIOR JOINTS AROUND WINDOWS AND DOOR FRAMES, OPENINGS BETWEEN WALLS AND FOUNDATIONS, BETWEEN WALLS AND ROOF AND BEWEEN WALL PANELS, OPENINGS AT PENETRATIONS OF UTILITY SERVICES THROUGH WALLS, FLOORS, AND ROOF, AND ALL OTHER SUCH OPENINGS IN THE BUILDING ENVELOPE, INCLUDING ACCESS PANELS INTO UNHEATED SPACES, SHALL BE SEALED, CAULKED, GASKETED OR WEATHER- STRIPPED TO LIMIT AIR INFILTRATION. 2. ALL EXTERIOR DOORS, OTHER THAN FIRE -RATED DOOR-S, SHALL BE DESIGNED TO LIMIT AIR INFILTRATION AROUND THEIR PERIMETER WHEN IN A CLOSED POSITION. DOORS BETWEEN RESIDENCE AND GARAGE ARE NOT CONSIDERED "FIRE- RATED" AND MUST MEET THE ABOVE REQUIREMENT. 3. ALL EXTERIOR WINDOWS SHALL. BE DESIGNED TO ADMIT AIR INFILTRATION INTO OR FROM THE BUILDING ENVELOPE WHICH SHALL BE SUBSTANTIATED BY TESTING TO STANDARD ASTM E 283.73. SITE BUILT AND MILLWORK SHOP MADE WOODEN SASH ARE EXEMPT FROM TESTING BUT SHALL BE WEATHER- STRIPPED, CAULKED AND MADE TIGHTLY FITTING. 4. RECESSED LIGHT FIXTURES TO LIMIT AIR LEAKAGE PER W.S.E.G. PIPING FOR HOT WATER / STEAM SYSTEMS OF PIPING FOR CONTINUOUSLY CIRCULATING HOT WATER SERVICE IS REQUIRED TO SE INSULATED PER THE W.SE.C. SERVICE WATER PIPING SHALL BE INSULATED TO A MINIMUM OF R -3. VAPOR BARRIERS / GROUND COVERS AN APPROVED VAPOR BARRIER SHALL BE PROPERLY INSTALLED IN ROOF DECKS, IN ENCLOSED RAFTER SPACES FORMED WHERE CEILINGS ARE APPLIED DIRECTLY TO THE UNDERSIDE OF ROOF RAFTERS, AND AT EXTERIOR WALLS. INSET STAPLED BATTS WITH A PERM RATING LESS THAN ONE MAY BE INSTALLED IF THE VAPOR BARRIER IS TO THE WARM SIDE, STAPLES SHALL BE PLACED NOT MORE THAN S" O.G. AND GAPS BETWEEN THE FACING AND THE FRAMING SHALL NOT EXCEED 1/16 ". A GROUND COVER OF 6 MIL (0.006 ") BLACK POLYETHYLENE OR EQUIVALENT SHALL BE LAID OVER THE GROUND IN ALL CRAWL SPACES. THE GROUND COVER SHALL BE OVERLAPPED ONE FOOT AT EACH JOINT AND SHALL EXTEND TO THE FOUNDATION WALL. THE NET FREE VENTILATING AREA FOR ATTIC VENTILATION MAY BE I /300 OF THE AREA OF THE VENTILATED SPACE PROVIDED THAT A VAPOR BARRIER HAVE A PERM RATING NOT EXCEEDING ONE 15 INSTALLED ON THE WARM SIDE OF THE INSULATION. DOORS, WINDOWS AND SKYLIGHTS GENERAL DOORS TO THE EXTERIOR MAY HAVE A MAXIMUM T -3/4" STEP TO A MINIMUM 36" DEEP LANDING. ALL GLAZING SHALL MEET THE REQUIREMENTS OF THE W.S.E.G. TABLE 6 -1 UNLCS✓ NOTED OTHERWISE. ALL SKYLIGHTS AND SKYNALLS SHALL HAVE LAMINATED GLASS UNLESS NOTED OTHERWISE. ALL BEDROOM EMERGENCY EGRESS WINDOWS SHALL HAVE A MINIMUM NET CLEAR OPENING OF 5.1 SQUARE FEET. MINIMUM NET CLEAR OPEN ABLE WIDTH OF 20" AND A MINIMUM NET CLEAR OPENING HEIGHT OF 24 ", MAXIMUM FINISHED SILL HEIGHT OF 44" ABOVE FLOOR. SITE BUILT AND MILLWORK SHOP BUILT WOODEN SASH SHALL BE MADE WEATHER- STRIPPED, CAULKED AND SE MADE TIGHTLY FITTING. SLIDING GLASS DOORS TO PERMIT MAXIMUM INFILTRATION OF 0.5 CFM PER SQUARE FOOT OF DOOR AREA. SEE PANS FOR: GLAZING :MANUFACTURER AND MODEL NUMBERS. SAFETY GLAZING LOCATIONS PER 2003 IRC SECTION 8308. I. GLAZING IN SWINGING DOORS. 2. GLAZING IN FIXED AND SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOORS. 3. GLAZING IN STORM DOORS. 4. GLAZING IN ALL UNFRAMED SWINGING DOORS. 5. &LAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWER. GLAZING IN ANY PART OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING 15 LESS THAN 60- INCHES MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE. 6. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 24 -INCH ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAT 60" ABOVE THE FLOOR OR WALKING SURFACE. 1. GLAZING THAT MEETS ALL OF THE FOLLOWING CONDITIONS: 7.1. EXPOSED AREA OF AN I N D I V I D U A L PANE IS GREATER THAN 4 SQUARE FEET. 1.2. EXPOSED BOTTOM EDGE 15 LESS THAT IS" ABOVE THE FLOOR. -73. TOP EDGE GREATER THAN 56" ABOVE THE FLOOR. 1.4. ONE OR MORE WALKING SURFACES WITHIN 36" HORIZONTALLY OF THE PLANE OF THE GLAZING. 8. ALL GLAZING IN RAILINGS GI. GLAZING IN WALLS AND FENCES ENCLOSING IN DOOR AND OUTDOOR SWIMMING POOLS, HOT TUBS, AND SPAS WHERE THE BOTTOM EDGE OF THE &LAZING IS LESS THAN 60" ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE. 10. GLAZING ADJACENT TO STAIRWAYS, LANDINGS AND RAMPS WITHIN 36" HORIZONTALLY OF A WALKING SURFACE WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60" ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE. II. GLAZING ADJACENT TO STAIRWAYS, LANDINGS AND RAMPS WITHIN 60" HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE NOSE OF THE TREAD. SCREENS NEED NOT BE PROVIDED AT SKYLIGHTS WHEN FULLY TEMPERED GLASS 15 USED AS SIN6LE GLAZING OR IN ALL PANES INSULATING UNIT AND ALL OF THE FOLLOWING CONDITIONS ARE MET. I. THE GLAZING ARE DOES NOT EXCEED 16 SQUARE FEET. 2. THE HIGHEST POINT OF GLASS 15 NOT MORE THAN 12' -O" ABOVE ANY WALKING SURFACE OR ACCESSIBLE AREA. 3. THE NOMINAL THICKNESS OF EACH PANE DOES NOT EXCEED 5/16 ". MGHAMICAL GENERAL SOLID FUEL BURNING APPLIANCES INCLUDE AIRTIGHT STOVES, FIREPLACE STOVES, ROOM HEATERS, FACTORY BUILT FIREPLACES AND F I REPLACE INSERTS. ALL SOLID FUEL BURNING APPLIANCES SHALL COMPLY WITH THE PROVISIONS OF CHAPTER 24 OF THE 2003 IN'►'ERNATIONAL RESIDENTIAL CODE. HEATING EACH DWELLING UNIT SHALL BE PROVIDED WITH HEATING FACILITIES CAPABLE OF MAINTAINING A TEMPERATURE OF 68 DEGREES FAHRENHEIT AT A HEIGHT OF 3' -O" ABOVE THE FLOOR AND TWO FEET FROM EXTERIOR WALLS IN ALL HABITABLE ROOMS WHEN THE OUTSIDE TEMPERATURE 15 AS SET FORTH IN THE NS.E.G. DEFINITION of BUILDING ENVELOPE FROM THE WASHINGTON STATE ENERGY CODE: THE ELEMENTS OF A BUILDING WHICH ENCLOSE CONDITIONED SPACES THROUGH WHICH THERMAL ENERGY MAY BE TRANSFERRED TO OR FROM THE EXTERIOR EXCEPT AS EXEMPTED BY THE W.SE.C. I. FUEL BURNING APPLIANCES LOCATED WITHIN THE BUILDING ENVELOPE SHALL OBTAIN AIR FROM OUTDOORS, MEETING THE PROVISIONS OF CHAPTER 24 OF THE 2003 IRC. 2. FUEL BURNING APPLIANCES LOCATED OUTSIDE THE BUILDING ENVELOPE SHALL MEET THE PROVISIONS OF CHAPTER 24 OF THE 2003 IRC. 3. DUCTWORK LOCATION AND SOURCE OF COMBUSTION AIR SHALL MEET THE PROVISIONS OF CHAPTER 16 OF THE 2005 IRC. ALL WARM AIR FURNACES SHALL BE LISTED AND LABELED SY AN APPROVED AGENCY AND INSTALLED PER CHAPTER MI402 OF THE 2005 IRC. APPLIANCES INTENDED FOR INSTALLATION IN CLOSETS, ALCOVES OR CONFINED SPACES SHALL BE 50 LISTED AND INSTALLED PER SECTION MI1022 OF THE 2005 I. NO WARM AIR FURNACE SHALL BE INSTALLED IN A ROOM USED OR DESIGNED TO BE USED AS A BEDROOM, BATHROOM, CLOSET OR IN ANY ENCLOSED SPACE WITH ACCESS ONLY THROUGH SUCH ROOM OR SPACE, EXCEPT DIRECT VENT FURNACE, ENCLOSED FURNACES AND ELECTRIC. HEATING FURNACES. NO WARM AIR FURNACE SHALL BE INSTALLED IN A CLOSET OR ALCOVE WITH A SPACE LESS THAN 12" WIDER THAN THE FURNACE OR A CLEARANCE OF 3" ALONG THE SIDES, BACK AND TOP. LIQUEFIED PETROLEUM GAS BURNING APPLIANCES SHALL NOT BE INSTALLED IN A PIT, BASEMENT OR SIMILAR LOCATION WHERE HEAVIER THAN AIR GASES MIGHT COLLECT. APPLIANCES SO FUELED SHALL NOT BE INSTALLED IN AN ABOVE GRADE UNDER FLOOR SPACE OR BASEMENT UNLESS SUCH LOCATION 15 PROVIDED WITH AN APPROVED MEANS FOR REMOVAL OF UNBURNED GAS. HEATING AND COOLING APPLIANCES LOCATED IN A GARAGE AND WHICH GENERATE A GLOW, SPARK OR FLAME CAPABLE OF IGNITING FLAMMABLE VAPORS SHALL BE INSTALLED WITH THE PILOTS AND BURNERS OR HEATING ELEMENTS AND SWITCHES AT LEAST 18" ABOVE THE FLOOR SURFACE. FIRE DAMPERS NEED NOT BE INSTALLED IN AIR. DUCTS PASSING THROUGH THE WALL, FLOOR OR CEILING SEPARATING A RESIDENCE (GROUP 5, DIVISION 3 OCCUPANCY) FROM A GARAGE (GROUP M, DIVISION I OCCUPANCY), PROVIDED SUCH DUCTS WITHIN THE GARAGE ARE CONSTRUCTED OF STEEL HAVING A THICKNESS NOT LESS THAN 0.01.1" (NO. 26 GALVANIZED 1FICLT GAUGE) AND HAVE NO OPENINGS INTO THE GARAGE. WARM AIR FURNACE INSTALLATIONS IN ATTICS OR CRAWL SPACES SHALL COMPLY WITH MI402 OF THE 2005 IBC. EVERY API'LIANCE DESIGNED TO BE VENTED SHALL BE CONNECTED TO A VENTING SYSTEM COMPLYING WITH CHAPTER 15 OF THE 2003 IRC. EVERY FACTORY BUILT CHIMNEY, TYPE L VENT, TYPE 5 GAS VENT OT TYPE BIN GAS VENT SHALL BE INSTALLED IN ACCORDANCE WITH THE TERMS OF ITS LISTING, MANUFACTURERS INSTALLATION INSTRUCTIONS AND THE REQUIREMENTS PER CHAPTER 10 OF THE 2003 IRC. A TYPE B OR BIN GAS VENT SHALL TERMINATE PER CHAPTER 24 OF THE 2005 IRC. A TYPE L VENTING SYSTEM SHALL TERMINATE NOT LESS THAN 2'-O" ABOVE THE HIGHEST POINT WHERE THE VENT PASSES THROUGH THE ROOF OF THE BUILDING AND AT LEAST 2' -0" HIGHER THAN ANY PORTION OF THE BUILDING WITHIN 10' -O" OF THE VENT PER SECTION 1504..2.4 OF THE 2005 !RC. VENT CONNECTORS SHALL BE INSTALLED WITHIN THE SPACE OR AREA IN WHICH THE APPLIANCE IS LOCATED AND SHALL BE CONNECTED TO A CHIMNEY OR VENT IN SUCH A MANNER AS TO MAINTAIN THE CLEARANCE TO COMBUSTIBLES PER SECTION MI505 OF THE 2005 IRC.. HEATING EGU I PMENT ALL HEATING EQUIPMENT SHALL MEET THE REQUIREMENTS OF THE 1 NATIONAL APPLIANCE ENERGY CONSERVATION ACT (NAEGA) AND BE SO LABELED. EQUIPMENT SHALL ALSO COMPLY WITH SECTION 1411 OF THE N.S.E.C. HVA• EQUIPMENT FOR LOW -RISE RESIDENTIAL SHALL BE SIZED NO GREATER THAN 200% OF DESIGN LOAD DUCTIAIORK I. DUCT SYSTEMS OR FACTORY BUILT AIR DUCTS SHALL BE OF METAL AS SET FORTH BY TABLE 1601.1.1 (I) 6 1601.1.1 (2) OF THE 2003 IRC. 2. RECTANGULAR, FLAT, OVAL AND ROUND DUCT JOINTS AND SEAMS SHALL BE AIRTIGHT PER SECTION M1601.5.I OF THE 2005 IRC. 5. INSTALLATION OF DUCTS SHALL COMPLY WITH SECTION MI601.5 OF THE 2005 IRO. 4. DUCT INSULATION BE INSTALLED IN ACCORDANCE WITH SECTION MI601.2.I OF THE 2005 IRC. WHOLE HOUSE VENTILATION SPECIFICATIONS FROM THE 2003 WASHINGTON STATE VENTILATION AND INDOOR AIR QUALITY CODE (VIAQ). SOURCE SPECIFIC VENTILATION REQUIREMENTS. I. MINIMUM EXHAUST FAN REQUIREMENTS: A. BATHROOMS, LAUNDRIES AND PONDER ROOMS - 50 CFM ® 025" NG. B. KITCHENS - 100 CFM @ 025" W.G. (RANGE HOOD OR DONN DRAFT EXHAUST FAN RATED AT MIN. 100 CFM @ 0.10" W.G. MAY BE USED FOR EXHAUST FAN REQUIREMENTS) 2. EXHAUST DUCT REQUIREMENTS: A. INSULATE TO R -4 (MIN) IN UNCONDITIONED SPACES. B. EQUIP WITH A BACK DRAFT DAMPER. G. TERMINATE OUTSIDE THE BUILDING. D. COMPLY WITH TABLE 5 -5 ON THIS SHEET. PRESCRIPTIVE REQUIREMENTS FOR: OPTION I . INTERMITTENT WHOLE HOUSE VENTILATION USING EXHAUSE FANS (VIAQ 303.4.1) OUTDOOR AIR SHALL BE SUPPLIED TO ALL HABITABLE ROOMS (AT FLOW RATES SPECIFIED IN TABLE 3.2 ON THIS SHEET) USING THE FOLLOINI NG METHODS: I. ROOM OUTDOOR AIR INLETS SHALL COMPLY WITH THE FOLLOWING: A. HAVE CONTROLLABLE AND SECURE OPENINGS. S. SE SLEEVED OR DESIGNED 50 AS NOT TO COMPROMISE THE THERMAL PROPERTIES OF THE WALL OR WINDOW IN WHICH THEY ARE PLACED. G. PROVIDE A MINIMUM OF FOUR SQUARE INCHES OF NET FREE AREA OF OPENING FOR EACH HABITABLE AREA. D. PROVISIONS SHALL SE MADE TO ENSURE AIRFLOW BY THE INSTALLATION OF DESTRISUTION DUCTS, TRANSOMS, OR UNDERCUTTING DOORS A MINIMUM OF 1/2" ABOVE THE FINISHED FLOOR COVERINGS. NOTE: OUTDOOR AIR INLETS ARE NOT REQUIRED, IF THE HOME HAS A DUCTED FORGED AIR HEATING SYSTEM THAT COMMUNICATES WITH ALL HABITABLE ROOMS AND HAS INTERIOR DOORS UNDERCUT A MINIMUM OF 1/2" ABOVE THE FINISH FLOOR COVERING. 2. WHOLE HOUSE EXHAUST FANS SHALL: A. B. G. BE SIZED AGGORDING TO TABLE 5 - ON THIS SHEET. FLOW RATED AT 0.25" W.G. STATIC PRESSURE. SOUND RATED AT 1.5 SONES MAXIMUM. 5. WHOLE HOUSE EXHAUST FAN CONTROLS: A. BE CONTROLLED SY A 24 -HOUR CLOCK TIMER. B. PROVIDE CAPABILITY OF CONTINUOUS OPERATION, MANUAL AND AUTOMATIC, CONTROL. G. THE 24 -HOUR CLOCK TIMER SHALL BE READILY ACCESSIBLE. D. AT THE TIME OF FINAL. INSPECTIO, THE AUTOMATIC CONTROL TIMER SHALL BE SET TO OPERATE THE WHOLE HOUSE FAN FOR AT LEAST 5 HOURS A DAY. E. A LABEL SHALL BE AFFIXED TO THE CONTROL THAT READS "WHOLE HOUSE VENTILATION (SEE OPERATING INSTRUCTIONS) ". 4. WHOLE HOUSE EXHAUST DUCTS: A. BE SIZED ACCORDING TO TABLE 5 -5 ON THIS SHEET. B. INSULATED TO A MINIMUM R -4 IN UNCONDITIONED SPACES. G. TERMINATE OUTSIDE THE BUILDING. TABLE 5-2 VENTILATION RATES FOR ALL GROUP R OCCUPANCIES FOUR STORIES AND LESS* MINIMUM AND MAXIMUM VENTILATION RATES: CUBIC FEET PER. MINUTE (CFM) * FOR RESIDENCES THAT EXCEED 8 BEDROOMS, INCREASE THE MINIMUM REQUIREMENT LISTED FOR 8 BEDROOMS BY AN ADDITIONAL 15 CFM PER BEDROOM. THE MAXIMUM CFM IS EQUAL TO 1.5 TIMES THE MINIMUM. F 1 REFLAES TALE 3 -S PRESCRIPTIVE EXHAUST DUCT SIZING NOTE: I. FOR EACH ADDITIONAL ELBOW SUBTRACT I0' -0" FROM LENGTH. 2. FLEX DUCTS OF THIS DIAMETER ARE NOT PERMITTED WITH FANS OF THIS SIZE. ALL MASONRY F I REPLACES AND CHIMNEYS SHALL BE CONSTRUCTED TO CONFORM TO ALL APPLICABLE PORTIONS OF CHAPTER 10 OF THE 2003 IRG CODE. FLUE LINER MINIMUM, 5/8" FIRE CLAY (OR EQUIVALENT) PER !RC. FLUE AREA PER IRG. CHIMNEYS SHALL SUPPORT ONLY THEIR OWN WEIGHT UNLESS SPECIFICALLY DESIGNED TO SUPPORT ADDITIONAL LOADS. ALL FIREPLACES SHALL BE PROVIDED WITH TIGHTLY FITTING FLUE DAMPERS, OPERATED WITH A READILY ACCESSIBLE MANUAL OR APPROVED AUTOMATIC CONTROL, AND AN OUTSIDE SOURCE OF COMBUSTION AIR. MINIMUM DUCT SIZE OF 6" SQUARE INCHES IN AREA PROVIDED WITH READILY ACCESSIBLE DAMPER LOCATED IN FRONT PART OF FIREBOX. PREFABRICATED FIREPLACES, CHIMNEYS, AND RELATED COMPONENTS TO BEAR U.L. OR I.C..5.0. SEAL OF APPROVAL AND TO BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS. HEARTHS SHALL EXTEND 20" (MIN,) IN FRONT OF AND 12" (MIN.) BEYOND EAGI -I S I IDE OF FIREPLACE OPENINGS. FIREPLACES SHALL BE PROVIDED WITH TIGHTLY FITTING GLASS OR METAL DOORS. ENEiZ GODS 03/26/ 2004 YNASHINGTON STATE ENERGY GODS (W.S.E.G.) - TABLE -'I CLIMATE ZONE I f / PRESCRIPTIVE REQUIREMENTS °- FOR GROUP R OCCUPANCY 0. NOMINAL R- VALUES ARE FOR WOOD FRAME ASSEMBLIES ONLY OR ASSEMBLIES BUILT IN ACCORDANCE WITH SECTION 601.1 OF THE W.S.E.C. MINIMUM REQUIREMENTS FOR OPTION IV LISTED. 2. REQUIREMENT APPLIES TO ALL CEILINGS EXCEPT SINGLE RAFTER OR JOIST VAULTED CEILINGS. 3. REQUIREMENT APPLIGASLE ONLY TO SINGLE RAFTER OR JOIST VAULTED CEILINGS. 4. BELOW GRADE HALLS SHALL BE INSULATED EITHER ON THE EXTERIOR TO A MINIMUM LEVEL OF R -I0, OR ON THE INTERIOR TO THE SAME LEVEL AS WALLS ABOVE GRADE. EXTERIOR INSULATION INSTALLED ON BELOW &BADE WALLS SHALL SE A WATER RESISTANT MATERIAL, MANUFACTURED FOR IT'S INTENDED USE, AND INSTALLED TO THE MANUFACTURER'S SPECIFICATIONS. _ °EE SECTION 602.2 OF THE W.S.E.G. 5. FLOORS OVER CRAWL SPACES OR EXPOSED TO AMBIENT AIR CONDITIONS. 6. REQUIRED SLAB PERIMETER INSULATION SHALL BE A WATER RESISTANT MATERIAL, MANUFACTURED FOR ITS INTENDED, AND INSTALLED ACCORDING TO THE MANUFACTURER'S SPECIFICATIONS. SEE SECTION 602.4 OF THE W.S.E.G. 9. DOORS, INCLUDING ALL FIRE DOORS, SHALL BE ASSIGNED DEFAULT U- FACTORS FROM TABLE 10 -6C, OF THE W_S.E.G. 10. WHERE A MAXIMUM GLAZING AREA 15 LISTED, THE TOTAL GLAZING AREA (COMBINED VERTICAL PLUS OVERHEAD) AS A I ERCENT OF GROSS CONDITIONED FLOOR AREA SHALL BE LESS THAN OR EQUAL TO THAT VALUE. OVERHEAD GLAZING WITH U- FACTOR OF U =0.40 OR LESS 15 NOT INCLUDED IN GLAZING AREA LIMITATIONS. II. OVERHEAD GLAZING SHALL HAVE U- FACTORS DETERMINED IN ACCORDANCE WITH NFRG 100 OR AS SPECIFIED IN SECTION 502.1.5 OF THE N.S.E.C. 12. LOG AND SOLID TIMBER WALLS WITH A MINIMUM AVERAGE THICKNESS OF 3.5" ARE EXEMPT FROM THIS INSULATION REQUIREMENT. THE FOLLOWING WALLS ARE CONSIDERED TO MEET R -21 WITHOUT ADDITIONAL DOCUMENTATION PER SECTION 6022 OF THE W.S.E.C.: A. 2x6 FRAMED AND INSULATED WITH R -2 I FIBERGLASS BATTS. B. 2x4 FRAMED AND INSULATED WITH R -15 FIBERGLASS SATTS PLUS R-4.0 FOAM SHEATHING. G. 2x4 FRAMED AND INSULATED WITH R -I5 1ISERGLASS BATTS PLUS R-5.0 FOAM SHEATHING. SHEET INDEX CODE REVIE FOR AP PROVED COVE MAY 1 8 2007 SHEAR V ALL SCHEDULE SHF-AR WALL DESIGNATION NAIL SIZE NAIL SPACING HEM -FIR #2 #/FT. EDGES STUDS TOP/BOTTOM PLATE BLOCKING REQUIRED 02--4 6d 4" 4" 4" NO 230 PI-6 ad 6" 12" 6 " YES 210 FI -4 ad 4" 12" 4" YES 510 PI -3 Sc 3" 12" 3" YES 400 P2 -3 ad 3" 12" 3" YES 800 SHEAR WALL. NOTES: 1. G2- GYPSUM WALLBOARD TWO SIDES. PI- 7/16 A.P.A. RATED PLYWOOD OR ORIENTATED STRAND BOARD (0.58,) ON ONE SIDE OF WALL. P2- 7/16 A.P.A. RATED PLYWOOD OR ORIENTATED STRAND BOARD (0.5. 13.) ON EACH SIDE OF WALL. 2. FOR PI -3 $ P2 -3 SHEAR WALLS USE 3x STUDS AT ADJOINING PANEL EDGES. 3. NAILS SHALL SE ad COMMON (0.131" DIAMETER). 4_ INHERE PLYWOOD IS 2 SIDES Of WALL, JOINTS SHALL FALL ON SEPERATE STUDS EACH SIDE. 5 . ALL PANEL EDGE BLOCKED WITH 2 -INGH NOMINAL FRAMING FOR PI -6 $ PI -4 SHEAR WALLS, PI -3 AND P2 -3 SHEAR WALLS REQUIRE 3x FRAMING MEMBERS AT PANEL EDGES. INSTALL PANELS EITHER HORIZONTALLY OR VERTICALLY FOR PLYWOOD OR A.PA. RATED SHEATHING GYPSUM eLHEAR WALLS SHALL BE INSTALLED WITH THE SHEETS RUNNING HORIZONTALLY_ SPACE NAILS @ 12 INCHES ON CENTER @ INTERMEDIATE SUPPORTS. 6. 5/8" DIAMETER ANCHOR BOLTS SHALL BE 10 INCHES LONG SPACED A MAXIMUM OF 24 INCHES ON CENTER 3/4" DIAMETER ANCHOR BOLTS SHALL SE 12 INCHES' LONG SPACED A MAXIMUM OF 24 INCHES ON CENTER. PLATE WASHERS ON ANCHOR BOLTS SHALL BE 2 "X2 "x3/16" (u.N.o) 'N 4 rz5 TO BE GALVANIZED OR STAINLESS STEEL. 1. REFER T PLANS AND SECTIONS FOR ANCHOR BOLT SIZES, SPACING, PLATES NAILING ETC. 8. PI -3 $ P2 -3 SHEAR WALLS AT ADJOINING PANEL EDGES AND MUDSILLS NAILING SHALL BE STAGGERED PER FOOTNOTE(1) OF 115C TABLE 2506.1. Q. WHERE PLYWOOD 15 INSTALLED ON BOTH SIDES OF WALL PLYWOOD JOINTS SHALL FALL ON SEPARATE STUDS EACH SIDE. ROOF VENTILATION 2003 WASHINGTON STATE VENTILATION AND INDOOR AIR QUALITY CODE Standard Truss / Scissor Truss Roof Framing Assembly: Main Roof Roof Area : Ventilation Required: 193E s.f. 1936 s.f. x 144 s.i. / s.f. 1 300 = 929.28 s.i. Req'd Provide 1/2 Ventilation at eaves, 1/2 above midpoint & min. 3 ft. above eave vents OUTDOOR AIR DISTRIBUTED TO EACH HABITABLE ROOM BY INDIVIDUAL FRESH AIR INLETS. Eave Ventilation: THAT COMMUNICATES WITH ALL HABITABLE ROOMS AND HAS INTERIOR DOORS UNDERCUT A MINIMUM OF 1/2 INCH ABOVE THE FINISH FLOOR COVERING. Birdblocking = Eave Ventilation Req'd = Provide : Min. Ventilation Provided = 4.71 s.i. 1 I.f. - 25% reduction = 929.28 s.i. 1 2 / s.i. per It = 132 11 birdblocking. Ventilation = 466.29 s.i. is greater than 3.53 s.i. / I.f. 131.53 I.f. 466.29 s.i. 464.64 s.i. Req'd Upper Roof Ventilation: *AII fans to vent to outside *AII other requirements of 2004 WSEC / 2003 VIAQ must be met MOTORIZED DAMPER 7 "x7" Attic Roof Jack = Upper Ventilation Req'd = Provide: Ventilation Provided = 49 s.i. each - 25% screen reduction = 929.28 s.i. / 2 l s.i. of each vent = 13 -7 "x7" roof jacks. Ventilation = 477.75 s.i. is greater than 36.75 s.i. each. 12.64 vents 477.75 s.i. 464.64 s.i. Req'd Use : (minimum) Use : (minimum) 132 I.f. birdblocking. Ventilation = 13 -7 "x7" roof jacks. Ventilation = 466.29 s.i. 477.75 s.i. Total Min. Ventilation Provided = 944.04 s.i. IS GREATER THAN : 929.28 s.i. Req'd WHOLE HOUSE VENTILATION 2003 WASHINGTON STATE VENTILATION AND INDOOR AIR QUALITY CODE SYMBOL OPTION 1. WHOLE HOUSE VENTILATION USING EXHAUST FANS (VIAQ 303.4.1) 110 MIN. CFM EXHAUST FAN FLOW RATING PER VIAQ TABLE 3 -2 1 X 4 A Bath, Powder, Laundry Min. 50 cfm @ 0.25" WG (VIAQ Table 3 - 1) OUTDOOR AIR DISTRIBUTED TO EACH HABITABLE ROOM BY INDIVIDUAL FRESH AIR INLETS. Y, OUTDOOR AIR INLETS NOT REQUIRED. HOME HAS A DUCTED FORCED AIR HEATING SYSTEM THAT COMMUNICATES WITH ALL HABITABLE ROOMS AND HAS INTERIOR DOORS UNDERCUT A MINIMUM OF 1/2 INCH ABOVE THE FINISH FLOOR COVERING. OPTION 2. WHOLE HOUSE VENTILATION INTEGRATED WITH A FORCED AIR HEATING SYSTEM (VIAQ 303.4.2) INCH SMOOTH OR INCH FLEXIBLE OUTDOOR AIR INLET DUCT PER VIAQ TABLE 3 -5 L House Fan MIN. CFM = 110 MAX CFM = 165 (VIAQ Table 3 -2) (based on 3,358 s.f. floor area & 4 bedrooms) *flow rating @ 0.25" WG *whole house fans located 4 ft. or less from interior grille to have a sone rating of 1.5 or less measured @ 0.1" WG *whole house fan is required only when using OPTION 1 (VIAQ 303.4.1) *AII fans to vent to outside *AII other requirements of 2004 WSEC / 2003 VIAQ must be met MOTORIZED DAMPER MANUAL DAMPER MEETING VIAQ TABLE 3 -2 FLOW RATES: CFM AUTOMATIC FLOW - REGULATED DEVICE 1 7 OPTION 3. WHOLE HOUSE VENTILATION USING A SUPPLY FAN (VIAQ 303.4.3) INCH SMOOTH OR INCH FLEXIBLE OUTDOOR AIR INLET DUCT PER VIAQ TABLE 3 -6 R -30 MAX OVERHEAD U -VALUE ALLOWED BACK -DRAFT DAMPER SELECTION: CALIBRATED MANUAL VOLUME DAMPER MANUAL VOLUME DAMPER AUTOMATIC FLOW - REGULATING DEVICE OPTION 4. WHOLE HOUSE VENTILATION USING A HEAT RECOVERY VENTILATION SYSTEM (VIAQ 303.4.4) 1 R -8 MAX DOOR U -VALUE ALLOWED 0.20 VENTILATION SCHEDULE 2003 WASHINGTON STATE VENTILATION AND INDOOR AIR QUALITY CODE SYMBOL LOCATION MINIMUM FAN REQUIREMENTS 4 A Bath, Powder, Laundry Min. 50 cfm @ 0.25" WG (VIAQ Table 3 - 1) E Kitchen Min. 100 cfm @ 0.25" WG (VIAQ Table 3 -1) (Range hood or down draft exhaust fan rated at min.100 cfm at 0.10" WG may be used for exhaust fan requirement.) B • Whole C House Fan MIN. CFM = 110 MAX CFM = 165 (VIAQ Table 3 -2) (based on 3,358 s.f. floor area & 4 bedrooms) *flow rating @ 0.25" WG *whole house fans located 4 ft. or less from interior grille to have a sone rating of 1.5 or less measured @ 0.1" WG *whole house fan is required only when using OPTION 1 (VIAQ 303.4.1) *AII fans to vent to outside *AII other requirements of 2004 WSEC / 2003 VIAQ must be met FOUNDATION VENTILATION Crawlspace Area: 1556 s.f. Ventilation Required: 1556 s.f. / 300 = 746.88 s.i. Req'd Use: 14" x 7" Foundation Vents Vent Area = 98 s.i. - 25% reduct.,1 /4 "mesh = 73.5 s.i. Vents Required = 746.88 s.i. / Vent Area = 10.16 s.i. Provide : 11 14" x 7" Vents, Area = 808.5 s.i. Ventilation Provided = 808.50 sL is Greater than 746.88 s.i. Req'd Use: 11 14" x 7" Foundation Vents FOUNDATION VENTS SHALL NOT INTERFERE WITH DIRECT LOAD PATH OF COLUMNS INSTALL 6 MIL. BLACK POLYETHYLENE VAPOR RETARDER GROUND COVER LOCATE VENTS 5O AS TO PROVIDE CROSS - VENTILATION OF CWL SPACE LOCATE ONE VENT WITHIN 3 FEET OF EACH CORNER OF THE BUILDING NO OPERABLE LOUVERS AT VENTS 1 2004 WASHINGTON STATE ENERGY CODE CHECKLIST CHAPTER 6 PRESCRIPTIVE - CLIMATE ZONE 1 - PROPOSED INSULATION j OPTION NUMBER IV CEILINGS R -38 - I MAX GLAZING PERCENTAGE ALLOWED UNLIMITED VAULTED CEILINGS R -30 I PROPOSED PERCENTAGE GLAZING 19:86% ABOVE GRADE WALLS R -21 1 MAX VERTICAL U -VALUE ALLOWED 0.40 BELOW GRADE WALLS (INTERIOR) R -21 I PROPOSED VERTICAL U -VALUE 0.37 FLOORS OVER UNHEATED SPACES R -30 MAX OVERHEAD U -VALUE ALLOWED 0.58 SLAB PERIMETER R -10 PROPOSED OVERHEAD U-VALUE 0.54 DUCTS IN UNHEATED SPACES R -8 MAX DOOR U -VALUE ALLOWED 0.20 AIR YES PROPOSED DOOR U -VALUE 0.20 18.00 2004 RESIDENTIAL WSEC CHAPTER 9: HEATING SYSTEMS SIZING PRESCRIPTIVE HEATING SYSTEM SIZING: FLOOR PLAN M 1 A f';1 ELECTRIC RESISTANCE (BASEBOARD/ UNIT HEATERS): CONDITIONED SQUARE FOOTAGE X .005882 = 19.75 MAXIMUM KW OUTPUT VVND H. OTHER FUELS: CONDITIONED SQUARE FOOTAGE X 20 = 67160 MAXIMUM BTU OUTPUT REC C1 GLAZING SCHEDULE VAPOR RETARDER FLOOR PLAN M 1 A f';1 ROOM 4 MIL POLY I X FACE STAPLED BACKED BATTS "F`. PLYWOOD W/ EXT. GLUE WHO W. VVND H. WALL FRAME TYPE WOW. TYPE MODEL NO. 4 MIL POLY I X FACE STAPLED BACKED BATTS, . PVA PAINT GAS LO-E CEILING AREA , 1 4 MIL POLY I FACE STAPLED BACKED BATTS PVA PAINT MAIN FLOOR ? X NOT REQUIRED IF VENTILATION SPACE AVERAGE 12" ABOVE INSULATION 1 3.00 GLAZING SCHEDULE PLAN M 1 A f';1 ROOM # OF WNDS. WHO W. VVND H. MANUF FRAME TYPE WOW. TYPE MODEL NO. 1 , I GAS LO-E U -VAL (1) AREA , UA' MAIN FLOOR ? .ar F . FOYER 1 3.00 5.00 MILGARD VINYL S.HUNG 6220 1/2" AIR YES 0.39 18.00 7 LIVING 3 3.00 6.00 MILGARD VINYL S.HUNG 5220 1/2" AIR YES 0.39 54.00 °2'T. - o5 DINING 2 2.00 6.00 MILGARD VINYL S.HLt G 5220 1/2" AIR YES 0.39 24.00 9.36 KITCHEN 1 6.00 4.50 MILGARD ' , fINYL SLIDER 5120 1/2" AIR YES 0.36 27.00 54.00 110.2_8 NOOK 3 6.00 MILGARD VINYL PICTURE PICT 5320 1t2" AIR YES 0.35 18.90 NOOK 1 3.00 6.00 MILGARD VINYL S.HUNG 5220 1/2" AIR YES 0.39 18.00 7.02 FAMILY 2 3.00 6.00 MILGARD VINYL S.HUNG 5220 1/2" AIR YES 0.39 36.00 14.04 DEN 2 3.00 6.00 MILGARD VINYL S.HUNG 5220 1/2" AIR YES 0.39 36.00 14.04 UPPER FLOOR HIGH FOYER 2 2.00 2,00 MILGARD VINYL PICTURE 5320 1/2" AIR YES 0.35 8.00 2.80 HIGH FOYER 2 2.00 4.00 MILGARD VINYL PICTURE 5320 1/2" AIR YES 0.35 16.00 5.60 TOWER 12 2.00 2.00 MILGARD VINYL PICTURE 5320 1/2" AIR YES 0.35 48.00 16.80 BEDRLI 3 1 3.00 3.00 MILGARD VINYL PICTURE 5320 1/2" AIR YES 0.35 9.00 3.15 BEDRLI 3 1 3.00 5.00 MILGARD VINYL S.HUNG 5220 112" AIR YES 0.39 15.00 5.85 BEDRM 4 2 3.00 5.00 MILGARD VINYL S.HUNG 5220 1/2" AIR YES 0.39 30.00 11.70 MSTR SEDRM 2 3.00 5.00 MILGARD VINYL S.HUNG 5220 1/2" AIR YES 0.39 30.00 11.70 SITTING 2 3.00 5.00 MILGARD VINYL S.HUNG 5220 112" AIR YES 0.39 30.00 11.70 SITTING 3 3.00 5.70 MILGARD VINYL PICTURE 5320 1/2" AIR YES 0.35 46.00 15.75 MSTR BATH 2 3.00 4.00 MILGARD VINYL CASE. 5521 1/2" AIR YES 0.36 24.00 8.64 M,TR BATH 1 2.00 3.00 MILGARD VINYL CASE. 5521 1/2" AIR YES 0.36 6.00 2.16 BEDRM 2 2 3.00 5.00 MILGARD VINYL 3 HUNG 5220 1/2" AIR YES 0.39 30.00 11.70 UTILITY 1 2.00 3.00 MILGARD VINYL CASE. 5521 1/2" AIR YES 0.36 6.00 2.16 BONUS 3 1 J 2.00 2.00 MILGARD VINYL PICTURE 5320 1/2" AIR YES 0.35 12.00 4.20 BONUS 3.00 5 00 MILGARD VINYL S.HUNG 5220 1/2 " AIR YES 0.39 15.00 5.85 WND. TOTAL: DOORS WITH MORE THAN 50% GLASS 591.00 221.46 NOOK 1 3.001_ 8.00ISIMPSON (WOOD (DOOR 6001 13/4" AIR IYES 0.36 24.00 8.64 DOORS WITH MORE THAN 50 %GLASS TOTAL: AVG. U -VALUE ('JERTICAL GLASS): SKYLIGHTS AND SKYWALLS 24.00 8.64 0.37 STAIRd'JELL 4 2.00 4.00 MILGARD ALUM SKYLIGHT 780 3/4" AIR NO 0.54 32.00 17.28 MSTR BATH 2 2.00 4,00 MILGARD ALUM SKYLIGHT 780 3/4 ", . AIR NO 0.54 16.00 8.64 BATH 2 1 2.00 2.00 MILGARD ALUM SKYLIGHT 780 3/4" AIR NO 0.54 4.00 2.16 GLANG % = AVG. U -VALUE = (1) U- VALUES ARE NFRC CERTIFIED TOTAL 1 AVG. - - WSEC TABLE SKYLIGHT U VALUE {OVERHEAD 667.00 S.F. S.F. UA TOTAL: GLASS): = OR E 5200 AI;A 28.08 0.54 UA 1 567.001 258.18: TOTAL 1 TOTAL 2 19.86% HEATED AREA UA TOTAL (TOT. 2) 3358.00 258.18 0.39 U -VALUE AREA TOTAL (TOT. 1) OR OBTAINED FROM 667.00 A 10 -6A, B, C, 0 SHEAR WALL PER PLAN $ SCHEDULE FINISH PER ELEVATION OVER 15 LB. BUILDING PAPER OVER SHEATHING PER PLAN FRAMING 4 FOUNDATION D IMENSION 2x STUDS PER PLAN LTP4 c 24 "O.G. 11/4" SOLID RIM JOIST S" MIN I6d TOE NAILS 6" O.G. 2x6 STUDS @ 16" O.G. Z - FLASHING V100 ' TRIM OPTIONAL TI GHTL I NE STORM DRAIN IF REQ. 1' - 0" MIN GRANULAR - } FREE DRAINING - ' BAGCFILL OR SAND :; WATERPROOF MEMBRANE 4 "4) SMOOTH WALLED FOOTING DRAIN TO APPROVED DRAINAGE SOURCE - 1 1 1`-111 .-- . ,. X ;w ' > 4.., -� •..:. - 1 1 1 =1 I I .= : =.: :^` -.?f::4,1,- :: =ate x : : 11 . . 111 =111 ~ ..Z .,, ° :VZ- 1= 111 -111= . . ::.r� r ....7:'';';:-.:T."': ':' - .+'.: 111 111 =111 ` (2) ` # 4 BAR x - t: � o , I 1 - 111 -1 I I- ..... CONTINUOU : ... I • = 11 1 _, 1 x " = M11�l_ �' ' l 111 1I . 11 NOTE: THIS DETAIL SHALL SE USED AS NEEDED FOR ALTERNATE SITE GON7ITIONS. T.J.I. FLR. JSTS. PER PLAN A55 @ 52" O.G. MUDSILL / A. BOLTS PER FOUNDATION PLAN TOP OF GRADE #4 BAR 16" O.G. VERTICAL IN CENTER OF WALL #4 BAR @ 16" O.G. HORIZONTAL x - I I ` I 1 =1 111=11 d 1 I I --111 1 I :.. �~-� s l- CLEAR a" j -I I 1-I Si CAN TL IL RTA I N I NCB !MALL 2X STUDS PER PLAN BATT INSULATION PER PLAN 16d NAIL c 4" O.G. BATT INSULATION PER PLAN 3/4" T.$6. PLYWOOD SUBFLOOR GLUED $ NAILED SCALE : I" = I' -O" REVIEWED FOR CODE COMPLIANCE APPROVED MAY 1 8 2007 City Of Tukwila B ILDIN DIVISION 03/ WED LIKWII..A MAN 2 9 7r197 0 Ui=tjwY-[r >-Hww U _� I�l1 � jWO O P. � Old °O ¢ � = o�� wN Dzm :1 -81: F - o v Q ca z - Q a =¢ -Q ci � H U] Iwi0 :ElIg; O¢411- d ucc Q ZUv,¢E� ncnw z I-WHJ : Oi < , W ,_Z Z U b- O D • I: EC 1 1C O LU I- LLI-1 L d a g o Mt Ld � i <w = b 0 0 :wc= -) CI- SMu -dLuQQ u 0 Z O z N U5 07 co ANW JOB NUMBER: 0601'72 0 O O O Ch T w �� c o o n D d' CV CO c ,n o o • c`i z - r Lu Li D W U_ U < - i 0 H m 1- 0 DESIGNED BY: DATE: TG I0 /04 DRAWN BY: DATE: JRA 12/21/04 REVISED BY: DATE: BLH Q /8/06 LATERAL BY: DATE: MM II/21/04 LATERAL JOB NUMBER: 04 -1025 ATUKIAILA GORR. IS" MN 4 MAX LETTER 5/1101 FRAMING $ FOUNDATION � FRAMING $ FOUNDATION FRAMING � FOUNDATION y N f=in___.. FLOOR JST PARALL JST. EL @ SIM. SECTION \ FRAMING � FOUNDATION DIMENSION! DIMENSION � DIMENSION I SHEAR WALL PER PLAN DIMENSION 'I SHEAR WALL PER PLAN �,� I!V 2X STUDS PER PLAN 2X STUDS PER PLAN ��� $ SGHEDUL E BATT INSULATION PER PLAN '�` �� �._ � . l �� I mi. �,__ ■►: BATT INSULATION PER PLAN BATT INSULATION PER PLAN S HEAR WALL FER PLAN $ SCHEDULE .l 1�� 2X STUDS PER PLAN �1 � 4 SHEAR WALL PER PLAN �� $ SCHEDULE I` FLR• JSTS. FER PLAN r I6d 4" D.G. , ( 2x STUDS FER PLAN MUD5ILL / A. $OLTS FILAR WALL PER PLAN BATT INSULATION PER PLAN SCHEDULE BATT INSULATION PER PLAN 3 4" T. $ G. PLYWOOD SURF / LQOR SCHEDULE FINISH PEi . ELEVATION OVER 15 LB. BUILDING PAPER OVER SHEATHING PER PLAN I FINISH PER ELEVATION OVER 15 LS. BUILDING PAPER OVER SHEATHING PER PLAN 1011._•1 �� r ��� �= I _ BATT INSULATION PER PLAN FINISH PER ELEVATION OVER IS L$ BUILDING PAPER AVER SHEATHING PER PLAN @ �-. PLYWOOD SUSFLDOR 3/4" T.4 G. PLYWOOD SUSFLOOR BATT INSULATION PER 3/4" T.$ PLYWOOD SUI5FLDOR GLUED $ NA �.� �� 1 = 16d @ 4 D 4" INSTALL 5/8" TYPE 'X' 1 G GLUED $ NAILED LAP JOIST 6'I Sd @ 4 D.C. -- PER FOUNDATION FLAN 11 166 @ 4 I O GLUED N G LUED $ NAILED , ^ Z - FLASHING a WOOD TRIM f 1 I6d g 4 D.G. ►�I — -G- Z FLASHING __ _ _ _ T T� T T T T T 7 ti•Y.� T' T' T T T T Y T T T T T T® /I / /I / / //I ,�,,,,,/„ �� OPTIONAL 30" MAX. SLAB TO GRADE / l �; � I rT T T TT T // I _ T Y T T 7 i ' ,' / 1 1 11 ) ' FLR 1 ' r T T T TTT T T A T T T T 'r Y T T TTTTT, ��� 111///11/1//1 ,,, �/ /// // 1 111111111' I6d TOE -NAIL FLR- JSTS PER PLAN @ 6" D.G. � - !/� /111 / / /��r 1�1�! /////�,,,,',•��1 1� 4 GONG- SLAB 6 MIL. BLACK ` - I WOOD TRIM / I / //� 11 1111 ,/ /1 / Z - FL ASHING W OOD TR.IM OPTIONAL - _ TQ G NA I L 8 MIN. ( / I I 1111 1111111 1 1111 - 8 M IN - < W OD D TO GRADE ♦ < ► ■ E 9 ,I 4 GRANULAR fi OPTIONAL I6d TOE -NAIL , I: : I f I I I I 1 a 11 � �� 1I ,.° 4° II; a •IL, ...: 4 _ FL JSTS. PER P OVER 6 MIL BLACK V.S c0 - BEAM (I) #4 BAR GONT. MAX 6 BELOW TOP OF FND. WALL e . • .. e' - . a a ° d . ° ° .. • 3 I6 T E N AILS Q ■ PER PLAN ■ 811 @ 6" D.G. MIN. I'! I ICI�.0 I , � � . r� ��� N BLK G MUDSILL / A. BOLTS FOUNL�ATIDN PLAN V . . OVER 4 " GRANU FILLI i i i X / \ /� \ \�� \ \� /�\ \ TIGHTLINEA � / \/ \\ ' STORM DRAIN/ / - IF " • ".: : •- / \ \ / / • .,� - - r 4 ti - _ ! . •,�. -. -e � ., °:: ; .< / \� \ / \/ \ \ \ / / / /� // / \ / \ / \i ♦ ' � ' ' , d , {} ; 11 1I q l �u ` 01., ► .• N �. a I. 1 °rF 1J� Ill a .. LU '' q :. IL° ■■.rte / A- SQL 4 a 'il II 2x4x12 GEE/ INTO (2)I6d N �1 jl gg A N TLS IN��G P. T. POET P ER FLAN 6 MIL. BLACK (u #4 BAR GLINT MAX. 6" BELOW TOP DF FND WALL MUDSILL / A. BO! PER FOUNDATION z _ ♦ MAX 6 " TOP OF FND WALL .....L) % y� •/� y� • XW� \� / 1 z TIGHTLINE\ \ \ , d� STORM \ \/ Q w DRAIN / d I F REQU I RED / . m p a m �\ \ \ � \ \ / \ \ / a . d v 4 II . I MUDSILL PER FOUND?.TIDN # 4 $AR $ HORIZONTAL ~ 6 a ° '` • a d OF SEAM ° °: -0 , °.. '6 \BOTTOM SIMPSON A35F X PER d _ " #4 B}�R VER TICAL @ 16 O.G. ¢ HORIZONTAL @ 1 6 O.G. I ° • E1 ; I +�f 1 ,• q ae I e' I / \� / \� / \�/ \ �\� /. i. i V \ \ \ \ \ #4 w (3) Sdxl %2 NAILS TD WOOD w/ 2 ?QWDER DRIVEN TLS INTO GONG ♦ � �/ XW� / f / // // � \\ \ '\ i TIGHTLIN \ / - <4 STORM \/ / � z 11 `� VERTICAL 16 O.G. {y @ 16 O -G. MIL. $LACK V. B. REQUIRED b W D' \/ \ � % \ \ / \ \ / \ \� / / / � �\ \ \� \ \�\ \ #4 BAR VERTICAL @ I6" O.G. 11 \ HORIZONTAL @ 16 O.G. / / \ \ \ \\ \ \ / \ \, , ' ` \ ° q . #4 BAR VERTICAL @ 16 D.G. (V q,\ \ / (I) EAR GONT. \ MAX. O �tl DRA / / HORIZONTAL @ 16" O.G. \/ 6" SELOW TOE' \ ., , , / / - /. / \ \� \ \ \ \' \� \ \ - �� / / \ \ \ \ /\, • \// �� . ~ j / I I \ - I/ • ^,i \_i -A IF R E G UIR ED� m / mm ; \ \ \ / \ \\ /�� / .- . . p.' ° ° . q it `. 6 MIL- BLACK V. $. 6 MIL. BLACK V. $. ���� [r a II- y. / / \ \ / \ \ /OF FND WALL i / \ / � / 4 ,, d ; , e a '' . �. q ° , ., - a . ^ , // / / < \\ \ ` \f / / \ / \/ \ / \/ \ \/� / / / \ \ / \ / \ / f i \ \r \ \ / \ \�.la.4e'' ep a • ' : A 4" DIA \ e ° ° ° ° _ q7 I I .. q I � I °A d "! ' I' a . 41 / / / / y \ \/ \/ \ \ \ \ \ /// / I . �I 4 ° a. I Oa 1 e ., d Y _ . a y " . a • +� 4 ° ( 2) #4 BAR CONTINUOUS e I • 'I ` . 4 \\ \ \ \ \ \ \ \ \ \ \ \ \� /.\ , /, \ / / / \ / / / \ / // 4" C \ _ ° d � 4 • _ . ' . ° .a ' a .. 1 ° d . 4d ' �a °$ °•' ,. / \ % \ / i (2) /`//'/ \ \/ \/ \/ \ \ \ \ \ / / / \ \ / / \// �\\��ji �/ '- 411 2) #4 BAF GONTINUOUS 3 GL R " .. a .. ;• (2) 4 BAR CONTINUOUS ° e ° I • 'H ''g (2) #4 BAR CONTINUOUS / / / / \� \/ #4 BAR CONTINUOUS /' //� ,\\ SCA I" = I' -O" 3 GLR. \ •„ a '. a ' ° f 4 3 GLR. . °. 3 GLR. PERF- \ 'I 4" DIA PERF- 4 11 ' 8 11 4 11 I X PERF. 4" 5" \ �� \ 4 "� 4 8 4 4 S ' � I 4 , �I SG? 'I SCALE : 1 = IL -O" FOUNDATION - SCALE I " I O D IA 1 4 �I �I " - '- SCALE : I - I O 1 FOUNDATION DRAIN DRAIN FOUNDATION DRAIN � I ) ff S GARAGE FND. LaL = �l Y� 1..L. �� S f���. l^I L.LI r � " f =�lT�. �l 8 L� Gfe GONTI NUDUS FOOTING 2x BLOCKING No WAI.l ® SIM SECTION �... , I .I I; ; _ •_.., , . .: Y - = � ;�:" DOUBLE TOP : : : ,; i - � _ „. ; , 1 I PLATE SHEAR WALL PER PLAN (NO SHEAR WL 11 O -G. @ 51 M SECTION) Sd NAIL @ 4 PLYWD FLOOR 1. 1 1 I ` i j � Sd NAILS @ I 3 O.G. TD E ACH TOP PL - EXTEND BEAM TO END OF Si �Er�R PANEL - ; � _r • � :::.: ...: � ., ''�. f -::' ; . t _; ` :: � / ,. f F •_.i <> ; _�: f r; ' f °`':: - 5d NAIL @ 4" O.G. BA ✓n�'. WALL PER FLAN I6d @ 4" O.G. Sd @ 4" O.G. ' 11 1 1 j _ 4 . . . . . _ f T - ' I _ 3 PLYWOOD ROWS @ 3" /I6" PLYWOOD/ ONE SOLID SHEAR S act @ 3" D.G. TO $SAM O.G. 3x STUDS aj 1 1 v 8d 51 MPSON STHD 14 HOEDOWN w/ (32) / I6d NAI ES O .G . ' j � j • /• ij ' 1 1 {- ' - • • a • _ • 11• " ' -T ( O.S -B. PANEL) WALL PLAN SHEATHING I6d @ 4" I6d TOE -NAIL @ 4" D.G. ..��� /: �I�.r.�A. �� �� ∎•�• :�� ∎���..r:���,MM� ����.■.��:A.��2�AM ' A35 @ 4" O.G- ' 1 I 1 I6d TOE -NAIL 1 11 @ 6 O ��7.∎��_� ��■�� 2x FLR JST PER P1 .����������...�ww�..������� I I I PER PLAN 3x TREATED PLATE w/ (2) 3/4 x12 AB. s" rHIGK STEM WALL PER °I1 - ' • . 11 . . ';p ' u a1 "ft .4 'i6 at1. ' f 'f ° 1 II 11 Ill II II .dl I"• 11 j1. ,L • I it• I I = ,I 71 I +I u. 11 . J1 u �1 II. : II •` v O -' SCHEDULE • v i -G. .a■ - i ■ � ...........................:::::::. .......... �:. �::::^: c:::•.: r::.:- :::::.:- :::::::::::::. -:: ---- ........ r 1 I I I 0 �_ 1 1 (4) I6d TOE NAIL ) S.D.G. PER EACH BLOCK 1 I 2x FLOOR JOISTS @SIM. SECTION ASS 11 @ 16 O. SHEAR WALL I6d TOE NAIL @ 6" O -G- SHEAR WALL PER FLAN DER PLAN ISTS I I SHEAR WALL 1 PER PLAN 1 I 11 11 d 11 II .�.. „.: „. � { q� ' ''I a 11' _ . ' (4)#4 VERTIGAE I ( ` 1 ' I I SCALE 111 = 1 1_ 0 11 it e 1 11 � .i1 : 11 1°' 0 11' . IL all .. a ,l °ft • I1a: ° • °• 'I' 11 • 11 11 • • IG 11 II < _ate_ �_ . :. H • II .. 11 ,I 1, 1 .. ._' ; a • 1k L' : ; ::. SHEAR WALL PER PLAN # 9 4 a 4 @ I D" O.G. HORIZONTAL ° a a $ SCHEDULE a y 1 $ SCHEDULE NO SGAEE SCALE 1/2 = I I_ 0 11 PER PLAN - T• . 11 11 9,' • . A4 II IKr II , SGAL' NO SCALE 5 a i SHEAR P . @ GARAGE T) LATE L DETA I L C D SHEAR TRANSFER S LATERAL ]SETA I L q SHEAR ° ANSFER PLYWOOD SHEATHING N/ Sd NAILS @ 4" D.G. PANEL EDGES PLYWOOD ROOF SHEATHING 8d @ 4" O.G. •. - -� ---� TRUSS O O � w 2 (HANDRAIL GRIP SIZE PER IRG R.5115.6.5.) i HANN 1 DIA. MI DRAIL, CAO NT. FOR FULL f NOTE: SPACING $ETWEEN INTERMEDIATE GUARDRAIL MEMBERS TO BE SUCH THAT A SPHERE OF 4 DIA. SHALL NOT PASS THROUGH ANY OPENING SHEAR WALL PE $ SCHEDULE FLOOR JOISTS PER PLAN • DOUBLE STUD @ HOEDOWN FLOOR JOIST, TYPE $ DIRECTION 1 11 7/16" NAILED $ SUPPORTED • I 1 BATT PER SHEAR WALL PER PLAN $SCHEDULE INSULATION FLAN �.. �'S • �� ROOFING MATERIAL PER ELEVATION OVER BUILDING PAPER $SHEATHING EXTEND 12 A$OVE ; 1 I 1 r 1 �� SIMPSON HOEDOWN PEft PLAN w/ ALL NAIL HOLES FILLED w/ I6d COMMON NAILS A35 @ OF EACH STUD B LOCKING SIMPSON @EACH BATT TRUSS PER PLAN 1 � - I1 1 r 1 1 1 I 11 1 _-- @ 24 O.G. 51MPSDN A3ra " - -�—rr - OF LENGT STAIR HAN RAILS P=R IRG R3I ILL > < x t m � - O '~ � J1 1X BALUSTERS TO CONFORM J�,�'','''��'�1111111111111e INSULATION CLEAR WITH 1 I/2" AIRSPACE VENTED 2X F3LOGKING W/ (3) 2" DIA HOLES PER 24 O.G. (BLOCKING TD TOUGH TOP PLATE) • O �TO IRG .312.2 �� I STRINGER @ I EA D PER PLAN 7/16" PLYWOOD Sfi =ATHING ON GABLE TRUSS. NAILED W/ Sd NAILS @ 4 O - W/ ALL EDGES BLOCKED I6d TDE NAILS @ 6 D.G. RAKE MA FULL HEIGHT 1 =1GHT STUDS IF GABLE END TRUSS IS DESIGNED FOR LATERAL FORGE OF 3500 # PLYWOOD DQES NOT NEED TD EXTEND UP GABLE END O _ _ = J 1 J I I I I V I I I I I I II.I, �,�„.,,,, � i � . i����� S IB. /i -»rr - � i�� WA�i���»» A�AW_ FASCIA BOARD N ` � I ` � I'II III . i r ^ i �` 3 6 MIN- STAIRWAY WIDTH , } PER IRG R3l 1 -5.1 1 11 " II i it m II r � �� PER PL � � INUOUS ` 5" CONT +I III @ 24 O.G. (BIRD TO TOP PLATE) 1- - � F F• I �1 �, °' ,1 ∎• ��I y F �. F y � II ` A • O II 1 d .GI TD 4D Al 11 OVERHANG '� ( $IRDBLOGKIN SHTG METAL GUTTER . - $E PE < STAIR IN. I�r /. 1► , S WALL PER PLAN $ 5GHEDULE 10 MIN. I 1 1 I 1 HI CLIP TREAD 1 BELOW : .� , I ►■ I I /~ : �! — _ @ CEILING, (1 A (5) 2X12 SYRINGE 51MPSON HOLE PER FLAN w/ NAIL HOLES FI .ip w/ I6d LEES FI @ ¢. OF EACH STUD DOUBLE STUD @ HOEDOWN (MST) SINGLE STUD @ HOEDOWN (GS) BEAM PER PLAN 1 I 1 ��� m X II �' S � FIRE BLOCKING NOTE: GREATEST AND LEAS RISER SHALL NOT VARY Mc (PER IRG 8311.5.3.1 $ R311.5 t~ II 1 l� 1 / I I , I 1 1 TRU55 INSULATION PER PLAN I6d @ i, 4 O -G- , 1 II► �` I ! r► 2X4 THRUST BLOC <. I PER PLAN WALL PLAN it 1 FINIS O VER PE R ELEVATION OVER SHEATH NG PER PLAN SCALE : I" = 1 -0" r R ■1 NDY TQ SCALE Y T Sd TOE NA�G THRUST SL NOT j NO SCALE SHEAR NO SCALE PER 1) JOIST OR BLOCKING @ FLOOR BELOW 110 1 NA T OR a TR .../ L.L. � �h� � , �� � I I LATERAL DETAIL 12 !� AT GE I L. I NG $ EAVE 13 DE L�TEf��L T� r I L I f�TE�I D� �T� - I • 3 1 -C 11 ~ r / E D FO RE� Cd tl . ,. , CE CRICKET -UP II ID ADHERED STONE VENEER -� � � ♦.* ♦ ♦ ♦.� ` ♦. : a ° ' •� a... q . ° Cp� CO MP LY► : - = �, `` +- �.� ►: " (2) 2X4 — . v _ 2 X 6 BUILT CURS SKYLIGHT SIZE PER PLAN W/ ,' r�;y ���� ® � E PER PLAN ;I III 1 FINISH *�+` � �r�= M 8 2a� ( / ♦� INSULATION :. CIS MAR Z ?nn7 PER TCE HHA 411 MIN. CURB FLASHING AS RE GOMM;nNPE7 BY MANUFACTURER \ 6x12 DF #2 - �a \ 1 DESIGNED BY: DATE: TG 10/04 / 2 DF / - ► ♦/' �♦ ♦/ �• ' � � . - �:. 4 .; ° ° '• . - , " � ': r (2 LAYERS LAMINATED GLASS @ +•12 1 _0" A- F.F. /.2 LAVERS TEMPERED GEA55 @ - 12• -0 /4.F.F� 3" Qf 'jruNl PEA °LAN �- ► 2X STUD WALL II I PER PLAN AA / / - DRAWN BY: DATE: JRA 12/21/04 � P .. \ .. ;t \ GONG. WALL ....� , .. A C� � B I� ®IN..G _ � ! TT II 1/2 GDX PLYWOOD M! / SHEATI -PING ♦ � � �� ` ` REVISED BY: DATE: BLH q/8/06 - \ \ �` PER PLAN 11 11 MO A !G $E 11 " ♦;; � ♦�.'�" ♦.I I /1; �� *�� ♦ ♦� ♦♦ ♦ ♦� : ►� .: .� g . ; ,� ° �' �•' a-0 a,: a a y; , ' " a c -� J r � 2X4 . RAFTERS O R TRUSS BEYQhID • \ \ 450 4x4 BRAGS 2 DF PE 1 �N 2 LAYERS GRADE D E I =R BERG. ANT RESISTANT ► ♦ = ♦ � • ` NAILERS -- ;' � � � y -,- i , r ' ' `. `� ` ` � � � ` 9 4 = -' — BARRIER B RRI CORROSION RESISTANT (GALVJ METAL EATH ♦. ♦1. ♦ �. ♦ : LATERAL BY: DATE: MM 11/27/04 LATERAL JDB NUMBER: 04 -1025 ' BATT INSULATIO PER P AN . � ,. , �� (2) 2X4 m � , / = �� ♦ ♦ lik. F '>.r I : F -�� 4x4 BRACE r / 2X4 INFILL FRAMING ADHERED STONE VENEER "N" ' TYPE N MORTAR JOINT • ► ♦ ♦♦ , ♦♦. ♦ =� \ 4x6 DF \ TYPE MORTAR JOINT II N 1 1 ♦ ♦� : ►�. T r � ' �� _ — ;�� \ TYPE MORTAR �r 1: %. S EATING • 1 II II 5/8 TYPE X G.W.B. '►' 1� (V BED `� = AI I,�il 1 NOT TO SCALE NOT TO SCALE : - SCALE : I" = II -D" SCALE : I" = I' -D" SCALE : I" = I'-0" . ANW JOB NUMBER: O '6172 SK i'L I GHT 16 f3f AGKET DETAIL 17 5RAGKET DETAIL. 18 ADHERED VENEER 0/ CONCRETE r ci ADHERED VENEER 0/ SHEATHING 03/2 LATERAL RESTRA I NT HA RE _.„2:026,4 10311 0�Jav' (t13p1sre 9 02 I um .101M . A 'fiF W' •HINGTON gIgID6 - — — — - - — — — - IVIL IRLiLJ Vr f vR rVII IIVIVJ ur IFIGJG r L - LNJ vR VARIATIONS THEREOF WITHOUT WRITTEN PERMISSIOIL FROM ARCHITECTS NORTHWEST, INC. IS STRICTLY PROHIBITED. THESE DRAWINGS AND PLANS SET FORTH ON THIS SHEET AS INSTRUMENTS OF SERVICE ARE, AND SHALL REMAIN, THE PROPERTY OF ARCHITECTS NORTHWEST, INC. SIMPSON STHDI4RJ (14) TOTAL.. INSTALL 1 -1/2" FROM CORNERS OR ROUGH OPENINGS, USE (38) I6d NAILS. H _______ 0 FLUSH AND TOP FLUSH BEAM DESIGNATED ON FRAMING PLANS. SIMPSON STH1014 (4) TOTAL. INSTALL_ I -1/2" FROM CORNERS OR ROUGH OPENINGS, USE, (38) I6d NAILS. I 1 T rF I GAL MUP --S ILL P.T. 2x67 A/ 5/6" clia. x IO" ANCHOR i5OLTS @ 24" O.G. N/ C'ALV. 2 "x2 "x3/16" PLATE WASHER UPSET SEAM DESIGNATED ON FRAMING PLANS. / / / / / �� / / /f I LOI�I� ��11�7 'ZlZlO VlIM>If1 ID 65A2F-I 55b`-1 DESIGNED BY: DATE: TO 10/04 DRAWN BY: DATE: JRA 12/21 /04 REVISED BY: DATE: BLH 4/8/06 LATERAL BY: DATE: MM 11/21/04 LATERAL JOB NUMBER: 04 -1025 a ANW JOB NUMBER: 1 060712 LATERAL RESTRA I NT HA RE SYM$OL HOLDOWN TYPE AND AMOUNTS - — — — - - — — — - DROPPED SEAM DESIGNATED ON FLOOR PLANS. SIMPSON STHDI4RJ (14) TOTAL.. INSTALL 1 -1/2" FROM CORNERS OR ROUGH OPENINGS, USE (38) I6d NAILS. H _______ 0 FLUSH AND TOP FLUSH BEAM DESIGNATED ON FRAMING PLANS. SIMPSON STH1014 (4) TOTAL. INSTALL_ I -1/2" FROM CORNERS OR ROUGH OPENINGS, USE, (38) I6d NAILS. I 1 T rF I GAL MUP --S ILL P.T. 2x67 A/ 5/6" clia. x IO" ANCHOR i5OLTS @ 24" O.G. N/ C'ALV. 2 "x2 "x3/16" PLATE WASHER BEAM SCHEDULE PLAN VIEW DESCRIPTION - — — — - - — — — - DROPPED SEAM DESIGNATED ON FLOOR PLANS. DROPPED BEAM DESIGNATED ON FRAMING PLANS. _______ FLUSH AND TOP FLUSH BEAM DESIGNATED ON FRAMING PLANS. / / / / / / / / / / / / / //� UPSET SEAM DESIGNATED ON FRAMING PLANS. / / / / / �� / / /f CANT'L F.J. I' -6" SIMPSON JOIST HANGERS 4x 0 DF #2 DROPPED 4x10 DF #2 DROPPED PROVIDE MIN. IS 'x24 CRAWL SPACE ACCESS INSULATE 4 WEATHER STRIP 4x 0 DF #2 DROPPED 4x10 DF #2 DROPPED DBL. BLK'G @ STAIR ABV. 4x10 DF #2 DROPPED 6x6 POST --- - -11 - 41 4x10 DF #2 DROPt- P -- #f- -��- .+- 4x 0 DF #2 DROPPED 4x 10 DF #2 DROPPED 4x10 DF #2 DROPPED 1 illislailligniiMillillErmil MI 4xll DF #2 DROPPED ff l S S I P - M 1 ' , I FI 9 l i 1 " ff i fir- - -' - - - mil N r- DBL. c 4x 0 DF #2 _ DROP- PED -- -- --no-- - 1� - 191112111EXPIENIIIIN DI3L. BLK'G e WALL ASV. AIN SCALE: 1/4" = I' -O" BOOR FLOOR FRAM I NG NOTES: I. CONTRACTOR 51-IALL VERIFY ALL NOTES, DIMENSIONS 4 CONDITIONS PRIOR TO CONSTRUCTION. 2. ALL FLOOR JOISTS TO BE 2x10 co 16" ON CENTER UNLESS NOTED OTHERWISE R� 3. ALL BEAMS 4 HEADERS TO BE 4x10 DF #2 @ 2x4 WALLS 6x8 DF #2 OR 4x10 DF #2 g 2x6 WALLS U.N.O. 4. POSTS TO BE 4x4 DF #2 4 4x6 DF 4:02 0 BEAM JOINTS, U.N.Q. 5. PROVIDE SOLID BLOCKING OVER SUPPORTS. 6. PROVIDE FIRE SLOG/KING 0 ALL PLUMBING PENETRATIONS. �• BEARING WALLS ARE SHADED. 8. PLUMBING AND MECHANICAL FIXTURES ARE DASHED. INDICATES POINT LOAD SUPPORTED BY (2) STUDS, U.N.O. 10. ALL WOOD IN CONTACT WITH GONG. TO BE PRESSURE TREATED. II. SEE SHEET I FOR ADDITIONAL NOTES. GS66 0 POST ABV. I \O FLAN 3 4" T. 4 G. PLYWOOD GLUED 4 NAILED STAGGER JOINTS, TYP. C1566 POST ABV GS66 POST ABV. C C C C C -- _ TT C C C C C C 7 C C= 1 "x14" SCREENED FOUNDATION VENTS (11) REQUIRED 3' -0" 3 _ " 4 1_ O " )' y PROVIDE MIN. I8"x24" CRAWL SPACE ACCESS INSULATE WEATHER STRIP 4' -0" 2' -O" GRANL. SPACE 6 MIL (BLACK) V.B. 24 "x24 "x12" DEEP CONC. FOOTING w/ (2) #4 BARS E.W. 6x6 POST STUB OUT #4 BAR 24" 0 15" O.G. 31-6" 51 -0" 3' -6" 3' -0" STUB OUT 3' -O" 2' -0" #4 BAR 24" 0 IS" O.G. LINE OF THICKENED. SLAB SLAB ON . GRAPE 4" GONG. OVER 6 MIL•(BLAGK) V.B. OVER 4" GRANULAR 'FILL . SLOPE 4" TO 0.1-1. .DOORS ADD (2) #4 TOP BARS @ TURN DN. OR STEM WALL. MIN. I8" DEEP ABV. CONT. FTC. I6' -3" R.O. 20' -O" 1 1/2" 36' -0" OVERALL FOOTPRINT 01366 POST ABV. (3) PLACES 4" GONG. OVER 4" GRANULAR FILL .1... SIM. D.S. 0 O in 9 .fl F.P. ABOVE. %" R.S. FLYWD. SOFFIT w /2" CONT. SCREEN VENT o EDGE w/ MIN. 1" AIR SPACE BELOW R -S0 GATT INSUL. TYP. O CV 9 0 9 dJ 0 c0 NOTE: 1. ANY FOUNDATION WALL EXCEEDING 4' -0" IN HEIGHT SHALL BE BALLANGED BACKFILL. FURNACE W.H. PLATFORM ABOVE 1 2' -0" 2' -0" VENEER ADHERED LIGHTWEIGHT STONE VENEER (LEPGESTONE) -7 =OUNDATI ON FLAN SCALE: 1/4" = 1' -0" FOUNDATION NOTES; CONTRACTOR SHALL VERIFY ALL NOTES, DIMENSIONS 4 CONDITIONS PRIOR TO CONSTRUCTION. 2. ALL FOOTINGS TO REST ON UNDISTURBED SOIL. 5. ALL W0012 IN CONTACT WITH GONG. TO BE PRESSURE TREATED. 4. SOFFIT, VENT, INSULATE CANTILEVERED AREAS. 5. STEP FOUNDATION PER SITE CONDITIONS. 6. 2,000 P.S.F. ASSUMED SOIL BEARING CAPACITY SHALL BE VERIFIED IN FIELD. SEE SHEET I FOR ADDITIONAL NOTES. SEE SHEET 2 FOR FOUNDATION VENTILATION CALCULATION. T. a. 12' -0" 12' -0" 12' -0" 2' -0" 0 D.S. O 9 ry 66/26/0 9 ADHERED LIGHTWEIGHT STONE VENEER 6" (LEDGESTONE) rn' RECEIVED CITY OFTUKWILA MAR 2 9 7nn7 PERMrTCEMTEA 1 BEAM SCHEDULE PLAN VIEW DESCRIPTION 50 46 GISTERED �(RC ITECT Tedavezazii L_ PAYMENT OF USE FEE IS DUE ARCHITECTS NORTHWEST, INC. PRIOR TO CONSTRUCTION FOR EACH STRUCTURE BUILT FROM THESE PLANS. THESE PLANS ARE COPYRIGHTED IN ACCORDANCE WITH FEDERAL STATUTES. REPRODUCTION BY ANY METHOD OF ALL OR PORTIONS OF THESE PLANS OR VARIATIONS THEREOF WITHOUT WRITTEN PERMISSI01 FROM ARCHITECTS NORTHWEST, INC. IS STRICTLY PROHIBITED. THESE DRAWINGS AND PLANS SET FORTH ON THIS SHEET AS INSTRUMENTS OF SERVICE ARE, AND SHALL REMAIN, THE PROPERTY OF ARCHITECTS NORTHWEST, 1NC. - — ON FLOOR PLANS. • DROPPED BEAM DESIGNATED _ _ _ _ _ ON FRAMING PLANS. COVERED AEA: FLUSH AND TOP FLUSH BEAM DESIGNATED ON FRAMING PLANS. f / / /f / / / / / / / / / // 0 S.F. OR / /� /� /��� / \ TUKWI LA GORR. LETTER 317/01 1 I GGV--• DESIGNED BY: DATE: TG 1 0/04 DRAWN BY: DATE: JRA 12/21/04 REVISED BY: DATE: I5LH 9/8/06 LATERAL BY: DATE: MM 11/21/04 LATERAL JOB NUMBER: 04 --1025 5 ANW JOB NUMBER: 060172 BEAM SCHEDULE PLAN VIEW DESCRIPTION - — — — - DROPPED BEAM DESIGNATED - — ON FLOOR PLANS. • DROPPED BEAM DESIGNATED _ _ _ _ _ ON FRAMING PLANS. COVERED AEA: FLUSH AND TOP FLUSH BEAM DESIGNATED ON FRAMING PLANS. f / / /f / / / / / / / / / // 0 S.F. UPSET BEAM DESIGNATED ON FRAMING PLANS_ / /� /� /��� LATERAL RESTSA I NT HARDNARE SYMBOL HOEDOWN TYPE AND AMOUNTS ® SIMPSON STHDI4RJ (I q) TOTAL. INSTALL 1 -1/2" FROM CORNERS OR ROUGH OPENINGS, USE (35) I 6 NAILS. UPPER FLOOR: SIMPSON STHDI4 (4) TOTAL. INSTALL 1 -1/2" FROM CORNERS OR ROUGH OPENINGS, USE (55) I 6 NAILS. • 5324 S.F. AREA SUMMARY LOWER FLOOR: 0 S.F. MAIN FLOOR: 1540 S.F. UPPER FLOOR: 1154 S.F. TOTAL FINISHED AREA: 5324 S.F. GARAGE: 416 S.F. COVERED AEA: Q2 S.F. UNFINISHED AREA: 0 S.F. F�a9� .��7 11 - .i5�. �= 3�� n51 219DaA FURNACE - -- 4 W.H_ FLUE z a _ S MPSON JOIST HANGERS FLOOR JOISTS @ 12" O.G 5 "x9" G.L.B. 24F -V4 FLUSH 5 1 4 x9" G.L.B. 24F -V4 FLUSH DBL. BLK'G WALL ABV. 5i8 ' xQ " G.L .B. 24F -V4 FLUSH 5 MPSON JOIST HANGERS FLOOR JOISTS @ 12" 0.0 SCALE: 1/4" = 1 5 2" G.L.B. 24F -V4 20' -0" LONG UPPER I LOOK BRA FLOOR FRAMIN6 NOTES: I. CONTRACTOR SHALL VERIFY ALL NOTES, DIMENSIONS CONDITIONS PRIOR TO CONSTRUCTION. 2. ALL FLOOR - JOISTS TO BE 2x10 16" ON CENTER UNLESS NOTED OTHERWISE (U.N.0). 3. ALL BEAMS 4 HEADERS TO BE 4x10 DF #2 2x4 WALLS $ 6x8 DF #2 OR 4x10 DF #2 @ 2x6 WALLS U.N.O. 4. PROVIDE SOLID BLOCKING OVER SUPPORTS. 5. PROVIDE FIRE BLOCKING @ ALL PLUMBING PENETRATIONS. 1. S. GANT'L PLYWOOD FUR.. SHEATI- I NG 6x6 DF #2 KING POST \-6x12 DF #2 TOP A.M.F. GANT'L 3' -0" c ONE END I NO FLAN BEARING WALLS ARE SHADED. PLUMBING AND MECHANICAL FIXTURES ARE DASHED. 3 4." T. $ G. PLYWOOD GLUED 4 NAILED STAGGER JOINTS, TYP. 6x I2 DF #2 TOP 9' -I I" A.M.F. WINDOW HEADERS @ S' - 0" ABOVE FINISHED FLOOR MAIN FLOOR, U.N.O. 1. ■ INDICATES POINT LOAD SUPPORTED BY (2) STUDS, U.N.D. 10. ALL WOOD IN CONTACT WITH GONG. TO BE PRESSURE TREATED. 11. SEE SHEET I FOR ADDITIONAL NOTES_ in O in O N 0 • 15 14 (2)5 0 6 0 5. H. 12 -0" UP 16 RISERS 10" TREADS LINE OF BEAM ASV. FURNACE WITH S" DIA. FRESH AIR • DUCT 4 DAMPER GARAGE . NOTE: • INSTALL I/2" G.W.B. WALLS POSTS.. 5 ia" TYPE 'X' G.W.B. CEILINGS BEAMS. 4'70" 2' -0" 2' -0" TIGHT FITTING, I - /a" THICK (MIN.) SOLID GORE POOR W/ • SELF CLOSER 4' -0" - ..;..: :_ .- FAMILY INSTALL 56" WIDE DIRECT VENT GAS FIREPLACE PER MANUF. SPECS. WITH NON- COMBUSTIBLE FLUSH HEARTH. 56" HIGH RAILING w/ PICKETS 5 O.G. CARPET PROVIDE MIN. IS "x24" CRAWL SPACE ACCESS 1 NSULATE 4 WEATHER STRIP 16' -0" 20' -0 16 ° 5 ° 0.H. GARAGE DOOR (3)3°6 °PIG 12 ° S ° G.D. L OPEN TO ABOVE - 36' -0" OVERALL FOO 1 vrrlNT 4 -O " 4' -0" 3 ° 6 c t.H. Ck 4 4' -0" X D.W. PREP ISLAND 36" A.F.F. .6 ° 4 6 SLDR KITCHEN � " GONG_ OVER 4" GRANULAR FILL DININ CARPET LIVING CARPET 6x6 STRUCTURAL POST ON A 12 "x12" x42" HIGH BASE IPI -31 l H.B. ry in 1' -6" D TOP OF PLATFORM _ p +15" ABOVE SLAB O 0 N 26 GA. STRAP AROUND W.H. TO WALL @ TOP $ BOTTOM 2x6 STUDS a 16" O.G. TYP. GARAGE VENEER ADHERED LIGHTWEIGHT STONE VENEER (LEDGESTONE) N AIN SCALE: 1/4" = ' -0" FLOOR FLAN NOTES: 12' -0" 12 -0 " LQQR PLAN a CONTRACTOR SHALL VERIFY ALL NOTES, DIMENSIONS $ CONDITIDNS PRIOR TO CONSTRUCTION. 2. NINDUWS 4 DOORS ARE SHOWN 4 NOTED AS NOMINAL SIZES. 5. EXTERIOR WALLS TO SE 2x6 STUDS g 16" 0.C. U.N.O. 4. ® INDICATES POINT LOAD SUPPORTED BY (2) STUDS, U.N.O. 5. SMOKE DETECTORS: * SHALL BE 110 V INTERCONNECTED W/ BATTERY BACKUP * SHALL BE INSTALLED ON EACH FLOOR AND IN ALL BEDROOMS * SHALL BE INSTALLED IN EACH LOCATION WHERE THERE 15 A GE IL I NG CHANGE GREATER THAN 24" 6. PROVIDE STAIRWAY ILLUMINATION PER I.R.G. 8505.6 1. SEE SHEET I FOR ADDITIONAL NOTES. S. SEE SHEET 2 FOR VENTILATION SCHEDULE. 12 -0 " 4' -0" ' -O 4' -0 Q. SEE SHEET 6 FOR THE SHEAR WALL SCHEDULE. 6x6 DF #2 POST INSIDE TAPERED COLUMNS w/ IS" WIDE BASE $ 12" WIDE TOP 03/23/07 OE" COMP Fp�� MAY z �® 8 2001 T ukilit a .104i CITY OFTUKWJI q MAR 2 9 ?nn7 PERM ITC ij 1 1_Ib 50¢6 - GISTERED 4(RC ITECT W A ' W 1 G 1 TO / 1 /oC PAYMENT OF USE FEE IS DUE ARCHITECTS NORTHWEST, INC. PRIOR TO CONSTRUCTION FOR EACH STRUCTURE BUILT FROM THESE PLANS. THESE PLANS ARE COPYRIGHTED IN ACCORDANCE WITH FEDERAL STATUTES. REPRODUCTION BY ANY METHOD OF ALL OR PORTIONS OF THESE PLANS OR VARIATIONS THEREOF WITHOUT WRITTEN PERMISSIO FROM ARCHITECTS NORTHWEST, INC. IS STRICTLY PROHIBITED. THESE DRAIMNGS AND PLANS SET FORTH ON THIS SHEET AS INSTRUMENTS OF SERVICE ARE, AND SHALL REMAIN, THE PROPERTY OF ARCHITECTS NORTHWEST, INC. SIMPSON MST4S (12) TOTAL. INSTALL PER DETAILS 10,11 ON PAGE 3 OR WRAP TO FRAMING BELOW. R1 A TUKWILA GORR. LETTER 317/07 GGV--1 DESIGNED BY: DATE: TC., 10/04 DRAWN BY: DATE: -IRA 12/21/04 REVISED BY: DATE: BLH 9 /8/06 LATERAL BY: DATE: MM 11/27/04 LATERAL JOB NUMBER: 04 -1025 ANW JOB NUMBER: 060112 LATERAL RESTRAINT HAR WARE SYMBOL HOLDOWN TYPE AND AMOUNTS SIMPSON MST4S (12) TOTAL. INSTALL PER DETAILS 10,11 ON PAGE 3 OR WRAP TO FRAMING BELOW. PLAN VIEW BEAM SCHEDULE DESCRIPTION DROPPED BEAM DESIGNATED ON FLOOR PLANS. DROPPED BEAM DESIGNATED ON FRAMING PLANS. FLUSH AND TOP FLUSH BEAM DESIGNATED ON FRAMING PLANS. UPSET BEAM DESIGNATED ON FRAMING PLANS. SCALE: I /S" = I' -O" 16 -0 28 -0" 6I--0" 6 1 ^0 11 STUB SCI 5SOR TR SCALE: I /8" = I' -0" 16' -0" STUB SC. I SSOR TRUSS 'A' 16 -0 USS 'B F.P. cw Q -1" A.M.F. N/ 6:12 FITCH, 6" O.H. RAKE w/ E..1. c 24" O.G. PROVIDE MIN. 22 "x30" ATTIC ACCESS INSULATE $ WEATHER STRIP 2:12 CRICKET w (2) LAYERS OF 151b. FELT TRUSS HANGERS TO TOWER WALL 5TR • T. GABLE END TRUSS COMMON TRUSS >u • COMMON TRUSS EZ 1111 ■ Vii, = ::7i @ Urr-tIR FLR. IS' -O" A.M.F. NOTE: NO VAULT c� MSTR @ S I M. SECTI ON. TYP. c GABLE ENDS II -0 RAKE 1 RAKE g UPPER FLR. @ IS' -O" A.M.F. D.S. ROO SCALE: I/4" = 2 0 R?� ROOF FRAMING NOTES: D.S. I. CONTRAC IOR SHALL VERIFY ALL NOTES, DIMENSIONS $ CONDITIONS PRIOR TO CONSTRUCTION. 2. ALL SEAMS HEADERS TO BE 4x10 DF #2 r 2x4 WALLS $ 6x8 DF #2 OR 4x10 DF #2 @ 2x6 WALLS, U.N.O. 3. PROVIDE VENTED BLOCKING OVER SUPPORTS. INO FLAN 4. SEARING WALLS ARE SHADED. 5. WINDOW HEADERS c S' -O" ABOVE FINIS! ED FLOOR MAIN FLOOR, U.N.O. WINDOW HEADERS g 6 -10" ABOVE FINISHED FLOOR @ UPPER FLOOR, U.N.O. 1/2" G.D.X. OR O.S.B. .5. SHEATHING, STAGGER - JOINTS, TYP I GAL 6x12 DF #2 TOP A.M.F. CANT'L SEAMS 3' -0'I D.5. TYP. GABLE ENDS I•P. c UPPER FLR. 18' -0" A.M.F. 1 -0 0.H. UPPER FLR. g IS' -0" A.M.F. g EAVES LINE OF CONT. METAL GUTTER LINE OF 2xS FASCIA BOARD 2x8 RAFTERS 24 0.G. D.S. 0 z N z to 2' -0" 0.H. TIP 0 9 N 6, ALL TRUSSES * SHALL CARRY MANUFACTURER'S STAMP * SHALL BE INSTALLED $ BRACED TO MANUFACTURER'S SPECIFICATIONS * SHALL HAVE DESIGN DETAILS $ DRAWINGS ON SITE FOR FRAMING INSPECTION * SHALL NOT SE FIELD ALTERED WITHOUT PRIOR BUILDING DEPARTMENT APPROVAL OF ENGINEERING CALCULATIONS % TRUSS HANGERS SHALL SE SPECIFIED SY THE TRUSS ENGINEER 7, III INDICATES POINT LOAD SUPPORTED 5Y (2) STUDS, U.N.O. S. INSTALL SHEAR WALLS 4 /0R BLOCKING IN ROOF STRUCTURE BEFORE INSTALLING FINISH ROOFING. G I. SEE SHEET Al FOR ADDITIONAL NOTES. 10. SEE SHEET A2 FOR ROOF VENTILATION CALCULATION. SE RM 2 CARPET 2 ° 4 ° SKYLIGHT rt/ LAM. GLASS 2x4 KNEE WALL BELOW 2 IV LAM. GLASS CARPET 50"x60" TUS /SHOWER ^ II IYP. SITTING CARPET LINE OF FLAT CEIL. CARPET 4' -0" LINE OF I NT. VAULT VAULTED O FEN TO BELOW WHOLE HOUSE FAN W/ AUTO TIMER $ MANUAL OVERRIDE HEADER 5 -10" A.U.F. BONUS CARPET 36 HIGH RAILING N/ PICKETS 5 O.G. Perk BEDRM CARPET LINE OF INT. VAULT (3:12) PROVIDE MIN. 22 "xS0" ATTIC. ACCESS INSULATE # WEATHER STRIP 2 ° 4 ° SKYLIGHT IN/ LAM. GLASS BEDRM 4 CARPET 12 SE RM 3 CARPET TO BELOW 6x8 HEADER la' -II" A.M.F. 1 P1 -3 2 ° PIG L WALL BELOW ROOF SELOW 20' -0" 5' -011 51 -011 2 S ° 5 ° S.H. 5 (S)S '_011 61_011 2 ° PIG $ 2 ° 4 ° PIC EGRESS IO q (2)3 ° S.H. ADHERED LIGHTWEIGHT STONE VELAR (LEDGESTONE) t co 3 I -011 31 -011 3 ° 4 ° GAS vg/ S.G. 12 12' -0" LJF) SCALE: 1/4 = II -0" FLOOR FLAN NOTES: I. CONTRACTOR SHALL VERIFY ALL NOTES, DIMENSIONS $ CONDITIONS PRIOR TO CONSTRUCTION. 2. WINDOWS $ DOORS ARE SHOWN $ NOTED AS NOMINAL SIZES. 3. EXTERIOR WALLS TO BE 2x6 STUDS g 16" 0.G. U.N.O. 4. ® INDICATES POINT LOAD SUPPORTED BY (2) STUDS, U.N.O. 5. SMOKE DETECTORS: * SHALL BE 110 V INTERCONNECTED W/ BATTERY BACKUP * SHALL SE INSTALLED ON EACH FLOOR AND IN ALL BEDROOMS * SHALL SE INSTALLED IN EACH LOCATION WHERE THERE IS A CEILING CHANGE GREATER THAN 24" 6. PROVI STAIRWAY ILLUMINATION PER I.R.G. R305.6 - r. SEE SHEET I FOR ADDITIONAL NOTES. 8. SEE SHEET 2 FOR VENTILATION SCHEDULE. q. SEE SHEET 6 FOR THE SHEAR WALL SCHEDULE. LOOR 12' -0" LA 12' -0" SCALE: 1/4" = I' -0" (3)2 ° 2 ° PIG 03/23/07 Ov UPPER TONER l4I NOUNS RECEIVED CITYOFTUKWILA MAR 2 9 2n97 PERMT d 7 CE R 1 2:12 CRICKET BEYOND WINDOWS BEYOND 6:12 P LErT SCALE: I /4" = I'-O" 6:12 12 RIG SCALE: 1/4" = I' -0" 2xI0 TRIM 2:I2 CRICKET P4/ (2) LAYERS OF I5Ib FELT 12 T ELEVATIQN • 1 I I 6:12 I r� . I r L ELEVATION NOTES: 6:12 III 2x8 TRIM 1 �1111Bd� si T L ._-_, i.I r • ill [MI ■ � - � -.,, _ M� 1- =-I �- __J 1 • - OMEN I Pia MIMI MO -- 11 =MI 16 r 6x8 HEADER — t..ilevENI-- ilkI- --i ma AMIE w� �r���I EMI =MEMO= C ilimmimmy wow= mom =mom r. NESESigz= EKE MN - - __.._a:im■_.._ - O.rllli.r=mml= ■ter awe -~;r ECINEIMI MN �i.pro.■r.Ipr■rs� ...rim 1 4:12 In, I xY: 1 W 0 r irs 0 ■o rri. ■1■0 0 — ar��+.�el�rrrv. ■p �� r� m MEI -- ■._.rr.o■;r`. ■••— . p.- -r dillim=pd.111111s2mimillibmra Ell 6x6 POST INSIDE TAPERED COLUMN TYP. @ PORCH 16" BASE 12" TOP IxS MAIN FLOOR i tr 6x8 HEADER i. II11: la1 i --7- in �.Mi.sv r.�rra. Cpl= R 1=M:EM EC:mm=1RO am= rum =Mill ma= �r_Itial --- - o -�• �' - .�� -d ME 121 ri..■_ � tsr,.�� tsar ir""IS�T- M sar.��rra. =laorrr. rrrlr+. -- .s rr a CM GNI mom NMI mmm MESS if�C! ■ n swITiami Imv Erna v•— ;o 12 6:12 4L� HIGH RIDGE f'L0TOWER 114 P'tp Ix4 TRIM 0 12" O.G. OVER ROUGH SAWN PLYWOOD E. @ UPPER 2x6 WINDOW TRIM TYP. a FRONT 2x8 WINDOW TRIM TYP. 0 TOP $ SOT. TYP. @ FRONT SUBFLOOR/ . @ GARAGE . 0 MAIN 2xa DOOR TRIM 2x6 CORNER - TRIM TYP. @ FRONT 6" LAP SIDING Ixa TRIM MAIN FLOOR Z 5-0 Ad I. VERIFY SHEAR WALL NAILING 4 HOLDOWNS PER FLAN PRIOR TO INSTALLING IDING. 2. MASONRY 4 WOOD FRAME CHIMNEYS ARE TO BE CONSTRUCTED PER I.R.G. CHAPTER 10 3. CAULK ALL EXTERIOR .JOINTS PENETRATIONS. 4. PROVIDE APPROVED CORROSION RESISTANT FLASHING AT EXTERIOR WALL ENVELOPE FER I.R.G. R105 .8 5. PROVIDE FLASHING AT ROOF PENETRATIONS PER I .R.G. Ra0S.2 $ R105.2.1 6. PROVIDE WEATHER STRIPPING AT ALL EXTERIOR 4 GARAGE-INTERIOR DOORS. 1. PROVIDE CONTINUOUS GUTTERS DOWNSPOUTS 0 ALL EAVES, TYP. S. ADDRESS OR HOUSE NUMBER TO BE POSTED AND PLAINLY VISIBLE FROM THE STREET FRONTAGE. Q. PROVIDE STAIRWAY ILLUMINATION PER I.R.G. 8503.6 10. SEE SHEET I FOR ADDITIONAL NOTES. 2x4 WINDOW TRIM. TYP. 0 SIDES 4 REAR 2x4 CORNER TRIM TYP. SIDES $ REAR 6:12 1x4 TRIM OVER 2x12 BARGE BOARD TYP. GABLE ENDS 4 RAKES 12 SCALE: I /4" = I' -0" SCALE: 1/4" = I'-O" 2 ° 2 ° SKYLIGHT - w/ LAM. GLASS 2:12 CRICKET w/ (2) LAYERS OF 1511, FELT-, 2 ° 4 ° SKYLIGHTS w/ LAM. GLASS 7 6 12 ADHERED LIGHTWEIGHT STONE VENEER (LEDGESTONE) Hq„ONT E 2 ° 4 ° SKYLIGHTS w/ LAM. GLASS 7 RLAR LLEVATION ��- COMPOSITION SHINGLES TYP. ORICKET BEYOND RECEIVED CITY OFTUKWILA MAY 0 7 7007 pERM TCENTER CONT. METAL GUTTER OVER 2xa FASCIA CORRECTION LTR# 2 - 02 ® PORCH isms ���i 47 »�'i7) -t-WLl - o z zzOO -JbJOO x ga o m ¢M v i Z O � �cn �o W ° - t na ° o w ~ zo ; -z¢w W viQph,NmZ I�ooI-ovoaaw= w a m UD° L,_. 41 w CO l3.1 DU CC cti_ Q �F WcJS ZIatn_,wO�'IX p Utn -¢ 0( n z 1- tnlr¢ E5L. Ln v o(n z Ss I-'�a°z1_zz� Wy En- 0 z ¢ o¢r = •¢°�o 00 m DESIGNED BY TG DRAWN BY: REVISED BY: SLH 7 ANW JOB NUMBER: o w� 5 N co w� Z WL1.1 • UW • Er_ .. a i. 114 > J • O Artilt4411114 :C7) CO i N z DATE: 10/04 DATE: .1RA 12/21/04 DATE: a/8 /Oa LATERAL BY: DATE: MM 11/21/04 LATERAL JOB NUMBER: 04 -1025 8 060772 5046 G STERED .4111r R? ITECT NOWLEMIM 111 7 FW :•HINGTON CIglo6 PAYMENT OF USE FEE IS DUE ARCHITECTS NORTHWEST, INC. PRIOR TO CONSTRUCTION FOR EACH STRUCTURE BUILT FROM THESE PLANS. THESE PLANS ARE COPYRIGHTED IN ACCORDANCE WITH FEDERAL STATUTES. REPRODUCTION BY ANY METHOD OF ALL OR PORTIONS OF THESE PLANS OR VARIATIONS THEREOF WITHOUT WRITTEN PERMISSIOIL FROM ARCHITECTS NORTHWEST, INC. IS STRICTLY PROHIBITED. THESE DRAWINGS AND PLANS SET FORTH ON THIS SHEET AS INSTRUMENTS OF SERVICE ARE, AND SHALL REMAIN, THE PROPERTY OF ARCHITECTS NORTHWEST, INC. OR1 A TUKWILA GORR. LETTER St71O'7 I GGV Tic o DESIGNED BY: DATE: TO 10/04 DRAWN BY: DATE: -IRA 12/21/04 REVISED BY: DATE: BLH 9/8/06 LATERAL BY: DATE: MM I I/27/04 LATERAL JOB NUMBER: 04 -1025 ANW JOB NUMBER: 060112 OPEN • ATTI " t v Y r ►, 7.An / A A A AY A A / A 1 A t i 1 A 1 A t AVAYAVA / A 1 A / A / A 1 i / A / • ..36" HIGH RAILING • w/ 2x2 PICKETS • g 5 0.C. SEAM PER PLAN • ' BEAM PER PLAN 3/4" T. $ c9 PLYWOOD OVER 2x10 FLOOR JOISTS W/ R -S0 1 NSULATI ON BEAM PER PLAN BEAM 'PER PLAN • dattl:tttill:t:t tILt:1:1:1:ILIAt:� s ti 111 //l�I_ .RI CKET BEYOND �I�Ii�1it� /t11 111111111111111111111. 11111111111111111111.1 It11' �11�1���1111 '1'�11�11 "1'1�1'�11i��t1� �i�1���1'���� /�� /��1��.1� � /I1 //1111/11� ►�► 1 �� , POSTS $ 1� � GRAIN]. PER PLAN SEAMS �► G r `LLB S G ► I► cy 1 I ► ��1 � � , '� 1 `i 1 ✓.�✓.yi3 L� .ya`,`'v - .• N y i '. 3r�v� v �wti�yv v. ,vvvi� j� r��` r�`j�� 1 � �,� wfy { O �� j wjpww. �: � �y r � y� ;y i tFiyi `...`YM,_ i. i i%3r `� �` r ` � i � . � r i l • � r �j r � ✓ r � 4r-- -#4,-- 9r9 .' 1 , s , 1 0'1 MAIN FLOOR CONTINUOUS GUTTER O OVER 2x8 FASO I A HIGH RIDGE i . @ TOWER g UPPER 2x6 STUDS 16" O.G. W/ R -21 INSULATION TYPICAL O \ SUBFLOOR @ MAIN ADHERED LIGHTWEIGHT STONE VENEER (LED SESTONE) MAIN FLOOR INSULATION BAFFLE VENTED BLOCKING 12 SCALE: I/4" = 1' -0" SOFFIT EAVES TOWER 12 2:12 CRICKET w/ 6O (2) LAYERS OF 15Ib FELT EUILDIN6 SECTQN 'A' \ @ UPt-ER 2x6 STUDS 16" 0.G. W/ R -21 INSULATION TYPICAL O [ SUBFLOOR \ FP. p MAIN MAIN FLOOR 4 i l -!:t.. �il�!►!�l �il� /�►/ E3EI7RM 2 ATTI R S65 INSULATION TYP. c' FLAT CEILINGS BE RM 4 OVER 2x10 FLOOR JOISTS. 17ININ6 . = 3/4" T..$ G. PLYWOOD . •' OVER 2x10 FLOOR .JOISTS W/ R -SO INSULATION ►r ru price! l t�l�!_�r�1�!_ �!�!_� i,„ t 11 iC!te!iffitt its !fintfir! ! , • , 0,7V � �n� f � •-` • j � ? �i � � ~ i : � i� d v ��� ��g ��C /iii . • i~i�% ll� � r li��� i i� /1 i� %i�/i�/ rSjSja�p������ i�� �i�ig;�i�`i� 0 , , - % - ..�.�.�� ��_ <..... -�� �vvvvq f - titi�L �.�. � - 9~ ?� - w•. • ti c ✓ •r \ HIGH RIDGE 6JLNS SEGTQN '5' SCALE: 1/4" = 1' -0" 2 SKYLIGHT W/ LAM. GLASS POSTS $ BEAMS PER PLAN 2 ° 4 ° SKYLIGHT W/ LAM. GLASS R -S0 INSULATION TYP. VAULTED CEILINGS 6 MIL (BLACK) V.B. COMPOSITION SHINGLES OVER 15Ib FELT OVER II2" GDX OR 0.5.5. OVER ROOF FRAMING MEMBERS PER PLAN LINE OF CONTINUOUS FOOTING R. © UPPER d3 FINISH PER ELEVATION OVER 15Ib FELT OVER GDX OR o.S S. SUBFLOOR j9j- g MAIN FINISH PER ELEVATION OVER 15Ib FELT OVER 1/ GDX OR 0.5.5. C 0 COMP IM . � PP R® VZI) HAY 18 248? City Of SIN Tukwila 0 3/ 2 6/ 0 7 RECEIVED CITY OF Ili K' 1!_A MAR 29 >nt./ PERM TCRI T EA 1