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Permit D08-196 - PEDERSON CLASSIC HOMES - LOT 2
PEDERSON HOMES 1411157 AV S D08 -196 Parcel No.: 3365900346 Address: 14111 57 AV S TURIN Suite No: Tenant: Name: PEDERSON CLASSIC HOMES, LOT 2 Address: , TUKWILA WA Owner: Name: DUNAWAY JAMES & MARY Address: 14117 57TH AVE S , TUKWILA WA 98168 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 doc: IBC -10/06 Cityikf Tukwila • Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us DEVELOPMENT PERMIT Permit Number: D08 -196 Issue Date: 06/23/2008 Permit Expires On: 12/20/2008 Value of Construction: $295,996.67 Fees Collected: $12,473.20 Type of Fire Protection: NO International Building Code Edition: 2006 Type of Construction: VB Occupancy per IBC: 22 DESCRIPTION OF WORK: CONSTRUCTION OF 2813 SF SFR WITH 543 SF ATTACHED GARAGE, 189 SF OF COVERED DECK AND 48 SF OF UNCOVERED DECK PUBLIC WORKS ACTIVITIES INCLUDE: TESC, LAND ALTERING, STORM DRAINAGE, WATER METER, SANITARY SIDE SEWER, DRIVEWAY ACCESS, STREET USE, AND UNDERGROUNDING OF POWER. PAVEMENT MITIGATION FEES APPLY IF STREET IS CUT. * * continued on next page ** Expiration Date: 03/24/2009 D08 -196 Printed: 06-23 -2008 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: Y Fire Loop Hydrant: N Number: 0 Size (Inches): 0 Flood Control Zone: N Hauling: N Start Time: End Time: Land Altering: Y Volumes: Cut 50 c.y. Fill 50 c.y. Landscape Irrigation: N Moving Oversize Load: N Start Time: End Time: Sanitary Side Sewer: Y Sewer Main Extension: N Private: Public: Storm Drainage: Y Street Use: Y Profit: N Non - Profit: N Water Main Extension: N Private: Public: Water Meter: Y Permit Center Authorized Signature: The granting of this pe construction or the Signature: doc: IBC -10/06 City dPTukwila • Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us Print Name: / Permit Number: D08 -196 Issue Date: 06/23/2008 Permit Expires On: 12/20/2008 Date: 6 ( 2� �04 I hereby certify that I have read and a v a ned this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied , whether specified herein or not. t does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating work. I am authorized to sign and obtain this development permit. Dated ,S 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. D08 -196 Printed: 06-23 -2008 Parcel No.: 3365900346 Address: 14111 57 AV S TUKW Suite No: Tenant: PEDERSON CLASSIC HOMES, LOT 2 1: ** *PUBLIC WORKS DEPARTMENT CONDITIONS * ** City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us PERMIT CONDITIONS Permit Number: D08 - 196 Status: ISSUED Applied Date: 04/18/2008 Issue Date: 06/23/2008 2: Contractor shall notify Public Works Project Inspector Mr. Greg Villanueva at (206)433 -0179 of commencement and completion of work at least 24 hours in advance. 3: Work affecting traffic flows shall be closely coordinated with the Public Works Project Inspector. Traffic Control Plans shall be submitted to the Inspector for prior approval. 4: The City of Tukwila has an undergrounding ordinance requiring the power, telecommunications, and cable service lines be underground from the point of connection on the pole to the house. 5: Flagging, signing and coning shall be in accordance with MUTCD for Traffic Control. Contractor shall provide certified flagmen for traffic control. Sweep or otherwise clean streets to the satisfaction of Public Works (No flushing allowed). Notify City Inspector before 12:00 Noon on Friday preceding any weekend work. 6: Any material spilled onto any street shall be cleaned up immediately. 7: A copy of the Certificate of Insurance Coverage (minimum of $2,000,000 naming the City of Tukwila as additionally insured). 8: A bond in the amount of 150% x cost of works within the Public right -of -way, made out to the City of Tukwila for possible property damages caused by activities. 9: Temporary erosion control measures shall be implemented as the first order of business to prevent sedimentation off-site or into existing drainage facilities. 10: The site shall have permanent erosion control measures in place as soon as possible after final grading has been completed and prior to the Final Inspection. 11: The Land Altering Permit Fee is based upon an estimated 50 cubic yards of cut and 50 cubic yards of fill. If the final quantity exceeds this amount, the developer shall be required to recalculate the final quantity and pay the difference in permit fee prior to the Final Inspection. 12: From October 1 through April 30, cover any slopes and stockpiles that are 3H: IV or steeper and have a vertical rise of 10 feet or more and will be unworked for greater than 12 hours. During this time period, cover or mulch other disturbed areas, if they will be unworked more than 2 days. Covered material must be stockpiled on site at the beginning of this period. Inspect and maintain this stabilization weekly and immediately before, during and following storms. 13: From May 1 through September 30, inspect and maintain temporary erosion prevention and sediment at least monthly. All disturbed areas of the site shall be permanently stabilized prior to final construction approval. 14: Owner / Appicant shall pay entire amount of the King County Sewer Capacity Charge, prior to Public Works final for this Building Permit. 15: Owner /Applicant shall contact the local postmaster regarding location of mail box(es) installation. Location of mail box(es) installation shall be coordinated with Public Works Project Inspector. doc: Cond -10/06 D08 -196 Printed: 06 -23 -2008 16: ** *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 17: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the Building Official. 18: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431- 3670). 19: 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. 20: 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. 21: 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. 22: All wood to remain in placed concrete shall be treated wood. 23: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 24: Remove all demolition rubble and loose miscellaneous material from lot or parcel of ground, properly cap the sanitary sewer connections, and properly fill or otherwise protect all basements, cellars, septic tanks, wells, and other excavations. Final inspection approval will be determined by the building inspector based on satisfactory completion of this requirement. 25: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the Cityof Tukwila Permit Center. 26: 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. 27: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206- 431 - 3670). 28: 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 arty 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. 29: ** *FIRE DEPARTMENT CONDITIONS * ** 30: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 31: Adequate ground ladder access to rescue windows shall be provided. Landscape a flat, 12' deep by 4' wide area below each required rescue window. 32: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of doc: Cond -10/06 D08 -196 Printed: 06-23 -2008 such condition or violation. • City of Tukwila 34: ** *PLANNING DEPARTMENT CONDITIONS * ** doc: Cond -10/06 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 33: These plans were reviewed by Inspector 0700. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 -4407. 35: According to TMC 18.06.740, roof eaves (including gutters) may intrude a maximum of 18 inches into setback areas. The setback requirement for the south property line is 5 feet. The eaves on the south elevation protrude farther than 18 inches into this 5 foot setback area. As a condition of approval, the house will need to be moved to the north a distance at least equal to the amount that the eaves protrude beyond 18" into the setback area. Note that the setback requirement from the north property line is 10 feet. * *continued on next page ** • D08 -196 Printed: 06-23 -2008 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 perform . r ce of work. Signature: Print Name: doc: Cond -10/06 • 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 • Date.% 2 3 008 -196 Printed: 06 -23 -2008 Department of Public Works 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206- 433 -0179 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us Applicant: PEDERSON CLASSIC HOMES, LOT 2 City 44/Tukwila • WATER METER INFORMATION Parcel No.: 3365900346 Permit Number: D08 -196 Address: 14111 57 AV S TUKW Issue Date: 06/23/2008 Suite No: Permit Expires On: 12/20/2008 DESCRIPTION OF WORK: CONSTRUCTION OF 2813 SF SFR WITH 543 SF ATTACHED GARAGE, 189 SF OF COVERED DECK AND 48 SF OF UNCOVERED DECK PUBLIC WORKS ACTIVITIES INCLUDE: TESC, LAND ALTERING, STORM DRAINAGE, WATER METER, SANITARY SIDE SEWER, DRIVEWAY ACCESS, STREET USE, AND UNDERGROUNDING OF POWER. PAVEMENT MITIGATION FEES APPLY IF STREET IS CUT. METER #1 METER #2 METER #3 Water Meter Size: 0.75 0 0 Quantity: 1 0 0 Water Meter Type: PERM Work Order Number: 5204a08 Connection Charge: Y $60.00 $0.00 $0.00 Installation: Y $490.00 $0.00 $0.00 Additional Install Deposit: $0.00 $0.00 $0.00 Plan Check Fee: Y $10.00 $0.00 $0.00 Inspection Fee: Y $15.00 $0.00 $0.00 Turn On Fee: Y $25.00 $0.00 $0.00 Subtotal: $600.00 $0.00 $0.00 Cascade Water Alliance (RCFC): Y $5,674.00 $0.00 $0.00 TOTAL WATER FEES: $6,274.00 doc: WTRMTR D08 -196 Printed: 06-25 -2008 CITY OF TUKWILA` Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.ci.tukwila.wa.us Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. **Please Print** SITE LOCATION Site Address: jJ f✓W 1'k 1.1 ( Tenant Name: 4 1 3 C� 014 1"vt(Y tf Property Owners Name: - -exut Z;S 6 U N A 3 Pt `f Mailing Address: 1 Li t 11 6 .1 t-.6 CONTACT PERSON -iwho re contact wli your permit is ready to be issued Name: ' TT b Mailing Address: 7-:11 , 2. k ik E -Mail Address: GENERAL CONTRACTOR INF — (Contractor Information for Mechanical (pg 4) for Plumbing and Gas. Piping (pg 5), Company Name: Mailing Address: Contact Person: E -Mail Address: Contact Person: E -Mail Address: t- C LS) Contact Person: s 1-0 ? L =- (4-' &Li E -Mail Address: Contractor Registration Number: P L De. QC (-t q "t o Q:\Applications\Porms- Applications On Line \3 -2006 - Permit Application.doc Revised: 9 -2006 bh L- Ae>sfc. UO & '5 Permit No Building Perim. J Mechanical Permit No. Plumbing /Gas Public Works Perrn r seonl) _' King Co Assessor's Tax No.: 3 - 3 CD `/ b O 1 1 - 6 - c3 7 Suite Number: 7 7, Floor: Z_ New Tenant: (Z�jc .... Yes ..No Ti.l1 ;AAr w 4 City C ity State City Day Telephone: Fax Number: State Zip Day Telephone: Z 04, N °1 - O( 3 S S o C--)4'S Wtaiu 45 W At a. g- I eV Zip N Fax Number: a No- . c 4 ? - Z e 7 State Zip Expiration Date: 3 ?A. - 0 I t stamped by Arch Company Name: Mailing Address: City Day Telephone: Fax Number: State NGINEER. ,1F RECORD. must !; by. Engineer of Rec Company Name: Mailing Address: City Day Telephone: Fax Number: State Zip Zip Page 1 of 6 BUILDING PERMIT INFORM4TION - 206- 431 - 3670 Will there be new rack storage? 0.... Yes Number of Parking Stalls Provided: Standard: 7i Compact: Q:WpplicationsWonns- Applications On Line\) -2006 - Permit Application.doc Revised: 9 -2006 bh Valuation of Project (contractor's bid price): $ [ tp J . OC)O, Existing Building Valuation: $ S Scope of Work (please provide detailed information): t (}s �,' Ce l.) ; T .. No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below 1 Floor 3 Floor Floors thru Basemen Accessory Struct Atta Detached Garage Attached Carpal Detached C' .p, Covered Deck" Uncovered Deck Inte for Remodel Addition to Existing Structure 3 Type of Construction per IBC Type of Occupancy per IBC 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. Handicap: Will there be a change in use? ❑ Yes ® No If "yes ", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: ❑ Sprinklers ❑ Automatic Fire Alarm None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes No If `yes ', attach list of materials and storage locations on a separate 8 -1/2" x 11 " paper including quantities and Material Safe 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. Page 2 of 6 TION - 206 - 433-0179 Scope of Work (please provide detailed information): Sewer District ...Tukwila ❑ ...Sewer Use Certificate Call before you Dig: 1- 800 - 424 -5555 Please refer to Public Works Bulletin #1 for fees and estimate sheet. Water District • Tukwila 0... Water District #125 ...Water 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. Subm itted with Application (mark boxes which apply): rJ ...Civil Plans (Maximum Paper Size — 22" x 34 ") ❑ ...Technical Information Report (Storm Drainage) Geotechnical Report ❑...Traffic Impact Analysis ❑ ... Bond — ❑ .. Insurance ❑ .. Easement(s) ❑ .. Maintenance Agreement(s) 0... Hold Harmless — (SAO) 0..- Hold Harmless — (ROW) Row t2-04) g ..Total Cut 0 cubic yards ...Total Fill cubic yards '.Sanitary Side Sewer ❑ ...Cap or Remove Utilities • Frontage Improvements ...Traffic Control ❑ ...Backflow Prevention - Fire Protection Irrigation Domestic Water .Permanent Water Meter Size... 3 / q ❑ ...Temporary Water Meter Size.. ❑ ...Water Only Meter Size ❑ ... Sewer Main Extension Public _ ❑ ... Water Main Extension Public _ Q:Wpplications\Forms- Applications On Line U-2006 - Permit Application.doc Revised: 9 -2006 bh ❑ .. Highline ❑... ValVue ❑ .. Renton 0... Sewer Availability Provided Proposed Activities (mark boxes that apply): ❑ ...Right -of -way Use - Nonprofit for less than 72 hours ❑ ..Right-of-way Use - No Disturbance - Right -of -way ✓ Non Right -of -way • WO # 2- o$ WO # WO # Private Private ❑ .. Right -of -way Use - Profit for less than 72 hours ❑ .. Right -of -way Use — Potential Disturbance Work in Flood Zone .. Storm Drainage ❑ ...Renton ❑ ...Seattle ❑ .. Abandon Septic Tank ❑ .. Grease Interceptor ❑ Curb Cut Channelization Pavement Cut /. Trench Excavation �, ❑ .. Looped Fire Line •• Utility Undergrounding ❑...Deduct Water Meter Size FINANCE INFORMATION Fire Line Size at Property Line Number of Public Fire Hydrant(s) ❑ ...Water ❑ ...Sewer ❑ ...Sewage Treatment Monthly Service Billing to: Name: Day Telephone: Mailing Address: Water Meter Refund/Billing: Name: Mailing Address: City State Zip Day Telephone: City State Zip Page 3 of 6 Unit Type: Qty Unit Type: Qty Unit Type:' Qty Boiler /Compressor: Qty Furnace <100K BTU ( Air Handling Unit >10,000 CFM Fire Damper 0 -3 HP /100,0AD4P/FU Furnace >100K BTU Evaporator Cooler Diffuser 3 -15 HP /500,OOb11TU Floor Furnace t' Ventilation Fan Connected to Single Duct L Thermostat l 15 -30 HP /1,000,000 BTU Suspended /Wall/Floor Mounted Heater Ventilation System Wood /Gas Stove 30 -50 HP /1,750,000 BTU Appliance Vent Hood and Duct' Emergency Generator 50+ HP /1,750,000 BTU Repair or Addition to Heat/Refrig /Cooling System Incinerator - Domestic Other Mechanical Equipment • Air Handling Unit <10,000 CFM Incinerator — Comm /Ind :, ' ` plb', —' s • MECHANICAL PERMIT IN SRMATION - 206 -431- 3670 MECHANICAL CONTRACTOR INFORMATION C u''E' t J (k ( tai. -q Company Name: Mailing Address: Contact Person: E -Mail Address: Contractor Registration Number: p L fit' i t- \ \ n Lo (, 1 Valuation of Mechanical work (contractor's bid price): $ '- !`)C`)(D . Scope of Work (please provide detailed information): Ai t% & 4 5 Use: Residential: New .... Commercial: New .... Replacement .... rj Replacement .... �N L 1 - City Expiration Date: uo Day Telephone: L`j S? 46- Fax Number: Z'' - - k �t 4_N 4e_ qkqqs State Zip j... ,t Fuel Type: Electric ❑ Gas ....0 Other: Indicate type of mechanical work being installed and the quantity below: Q:Wpplications\Forms- Applications On Line\3 -2006 - Permit Application.doc Revised: 9 -2006 bh Page 4 of 6 ,=Fiizture`type: Qty , . Fixture.Type: Qty - Fixture Type: ' Qty Fizture'Type:' Qty Bathtub or combination bath /shower Drinking fountain or water cooler (per head) Wash fountain Gas piping outlets Bidet Food -waste grinder, commercial Receptor, indirect waste Clothes washer, domestic ( Floor drain Sinks 4, Dental unit, cuspidor Shower, single head trap Urinals Dishwasher, domestic, . with independent drain 1 Lavatory Water Closet Building sewer or trailer park sewer Rain water system - per drain (inside building) Water heater and /or vent 1 Additional medical gas inlets /outlets - six or more Industrial waste pretreatment interceptor, including its trap and vent, except for kitchen type grease interceptors Repair or alteration of water piping and/or water treating equipment Repair or alteration of drainage or vent piping Medical gas piping system serving one to five inlets /outlets for specific gas O PLUMBING AND 'GAS . PIPIN PLUMBING AND GAS PIPING CONTRACTOR INFORMATION Company Name: ICV`aV'& L1A. \ ci Mailing Address: 64 O [ S Z t t efr • • S .frt W, Cs. L. (Ad T q Contact Person: �r\\ 6 g..1 E -Mail Address: Fax Number: Contractor Registration Number: 1 Arp,- 'T r * I O l Expiration Date: q - -1 'Z ^ 08 Valuation of Plumbing work (contractor's bid price): $ 000. i Valuation of Gas Piping work (contractor's bid price): $ to (gib . Scope of Work (please provide detailed information): FUA P. AI N6Al C,f)/r— Building Use (per Intl Building Code): Occupancy (per Int'1 Building Code): Utility Purveyor: Water: Sewer: Indicate type of plumbing fixtures and/or gas piping outlets being installed and the quantity below: Q:\Applications'Forms- Applications On Line'3 -2006 - Permit Application.doc Revised: 9 -2006 bh RMIT INFORMATION. 206'=.4 �tt,s 3cr - 1 City State Zip Day Telephone: L IZ 5 ?63 - Page 5 of 6 PERMIT APPLICATION NO'T �. — Applicable to all permits in this ad)ication Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. Building and Mechanical Permit The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). Plumbing Permit The Building Official may grant one extension of time for an additional period not exceeding 180 days. The extension shall be requested in writing and justifiable cause demonstrated. Section 103.4.3 Uniform Plumbing Code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER S` A H I D AGENT: Signature: Date Application Accepted: ti-i1 012 Q:\Applications\Forms- Applications On Line\3 -2006 - Permit Application.doc Revised 9 -2006 bh City Date: `7- /e Print Name: r 1 ad Day Telephone: 2 D6 ' `j 77 - f O (.4, 5 Mailin Address: z.•7 /'- (e 1 24i— i _ , j) D /o&5 ,1u A ? State Zip Date Application Expires: 6 U 4 01 Staff Initialsj _ Page 6 of 6 1 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 PROJECT NAME PEbti$614 Hortla (Lvrz) PERMIT # bo9 - � � 1 +icr - 51 A .� If you do not provide contr ctor bids or an engineer's estimate with your permit application, Public Works will review the cost estimates for reasonableness and may adjust estimates. I. APPLICATION BASE FEE $250 (1) 2. Enter total construction cost for each improvement category: Mobilization Erosion prevention Water /Sewer /Surface Water 7 50 / ? o /O bo Road/Parking/Access X.S OD A. Total Improvements 4-000 3. Calculate improvement -based fees: B. 2.5% of first $100,000 of A. C. 2.0% of amount over $100,000, but less than $200,000 of A. D. 1.5% of amount over $200,000 of A. 4. TOTAL PLAN REVIEW FEE (B +C +D) $ /DO (4) 5. Enter total excavation volume Enter total fill volume Use the following table to estimate the grading plan review and permit fee. Use the greater of the excavation and fill volumes. GRADING Plan Review and Permit Fees Approved 09.25.02 Last Revised Jan. 2008 5 cubic yards _ 5 co cubic yards IDc (5) TOTAL PLAN REVIEW AND APPROVAL FEE DUE WITH PERMIT APPLICATION (1 +4 +5) $ The Plan Review and Approval fees cover TWO reviews: 1) the first review associated with the submission of the application/plan and 2) a follow -up review associated with a correction letter. Each additional review, which is attributable to the Applicant's action or inaction shall be charged 25% of the Total Plan Review Fee. QUANTITY IN CUBIC YARDS RATE 50 or less $23.50 51 —100 $37.00 101 —1,000 $37.00 for 1 100 CY plus $17.50 for each additional 100 or fraction thereof. 1,001 — 10,000 $194.50 for 1 1000 CY plus $14.50 for each additional 1,000 or fraction thereof. 10,001— 100,000 $325.00 for the 1 10,000 CY plus $66.00 for each additional 10,000 or fraction thereof 100,001 or more $919.00 for 1 100,000 CY plus $36.50 for each additional 10,000 or fraction thereof. Approx. Remaining Years Pavement Overlay and Repair Rate (per SF of lane width) 20 -15 (100 %) $10.00 15 -10 (75 %) $7.50 10 -7 (50 %) $5.00 7 -5 (33 %) $3.30 5 -2 (25 %) $2.50 2 -1 (10 %) $1.00 0 -1 $0.00 6. Permit Issuance/Inspection Fee (B +C +D) BULLETIN A2 TYPE C PERMIT FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION PW may adjust estimated fees 7. Pavement Mitigation Fee (•10 ix- l'e l6 t siocio The pavement mitigation fee compensates the City for the reduced life span due to removal of roadway surfaces. The fee is based on the total square feet of impacted pavement per lane and on the condition of the existing pavement. Use the following table and Bulletin 1B to estimate the p 8. GRADING Permit Review Fee Grading Permit Fees are calculated using the following table. Use the greater of the excavation and fill volumes from Item 5. Approved 09.25.02 Last Revised Jan. 2008 2 $ /DO (6) (7) 5 $ 2 3 ` (8) WATER METER FEE Permanent and Water Only Meters Size (inches) Installation Cascade Water Alliance RCFC 01.01.2008 — 12.31.2008 Total Fee 0.75 $600 $5674 $6274 1 $1100 $14,185 $15,285 1.5 $2400 $28,370 $30,770 2 $2800 $45,392 $48,192 3 $4400 $90,784 $95,184 4 $7800 $141,850 $149,650 6 $12500 $283,700 $296,200 9. TOTAL OTHER PERMITS A. Water Meter — Deduct ($25) B. Flood Control Zone ($50) C. Water Meter — Permanent* 400 D. Water Meter — Water only* E. Water Meter — Temporary* * Refer to the Water Meter Fees in Bulletin Al Approved 09.25.02 Last Revised Jan. 2008 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) $ Total A through E E. - . 14 trwarinsit-CAVAtte Wv g.Ru►arr $ 54742. z DUE WHEN PERMIT IS ISSUED (6 +7 +8 +9 +10) $ 0.75" 2.5" $300 $1,000 Temporary Meter 3 BULLETIN A2 TYPE C PERMIT FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION PW may adjust estimated fees $ l000 (9) F. Transportation Mitigation $ X2.91 s G. 45 ( $ __ . - *oo x (fteAeeic o i ^fW Total A through G CSEC. c' P4z, - iL 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. °kw c h/os 7,27111 (10) Parcel No.: 3365900346 Permit Number: D08 -196 Address: 14111 57 AV S TUKW Status: ISSUED Suite No: Applied Date: 04/18/2008 Applicant: PEDERSON CLASSIC HOMES, LOT 2 Issue Date: 06/23/2008 Receipt No.: R09 -00617 Initials: User ID: Payee: doc: Receipt - 06 LAW 1632 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: http: / /www.ci.tukwila.wa.us PEDERSON'S CLASSIC HOME INC TRANSACTION LIST: Type Method Descriptio Amount Payment Check 5421 472.50 Authorization No. PW PAVEMENT MITIGATION RECEIPT Account Code Current Pmts 000/344.101 472.50 Total: $472.50 Payment Amount: $472.50 Payment Date: 04/22/2009 02:03 PM Balance: $0.00 PAYMENT RECEIVED Printed: 04 -22 -2009 Receipt No.: R08 -03600 Initials: WER User ID: 1655 Payee: PEDERSON CLASSIC HOMES ACCOUNT ITEM LIST: Description PLAN CHECK - RES 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 TRANSACTION LIST: Type Method Descriptio Amount Payment Check 5200 60.00 RECEIPT Parcel No.: 3365900346 Permit Number: D08 -196 Address: 14111 57 AV S TUKW Status: ISSUED Suite No: Applied Date: 04/18/2008 Applicant: PEDERSON CLASSIC HOMES, LOT 2 Issue Date: 06/23/2008 Account Code Current Pmts 000/345.830 60.00 Total: $60.00 Payment Amount: $60.00 Payment Date: 10/23/2008 03:29 PM Balance: $0.00 doc: Receiot -06 Printed: 10 -23 -2008 Doc: RECSETS -06 RECEIPT NO: R08 -02219 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: http: //www.ci.tukwila.wa.us Initials: JEM Payment Date: 06/23/2008 Payee: PEDERSON'S CLASSIC HOME, INC. SET ID: 0623 SET NAME: PEDERSON CLASSIC HOMES D09 10,405.42 EL08 -426 140.00 M08 -109 218.63 PG08 -122 340.00 TOTAL: 11,104.05 TRANSACTION LIST: Type Method Description Payment Check 5058 BUILDING - RES CASCADE WATER ALLIANCE ELECTRICAL PERMIT - RES GAS - RES MECHANICAL - RES PLAN CHECK - RES PLAN CHECK - WATER METER PLUMBING - RES PW LAND ALT PERMIT FEE PW PERMIT /INSPECTION FEE PW PLAN REVIEW STATE BUILDING SURCHARGE TRAFFIC MITIGATION FEES SET RECEIPT TOTAL: Total Payment: 11,104.05 Amount 11,104.05 11,104.05 Account Code Current Pmts 000/322.100 2,681.20 401/386.550 5,674.00 000.322.101.00.0 140.00 000.322.103.00.0 92.00 000.322.102.00.0 180.90 000/345.830 37.73 000/345.830 10.00 000.322.103.00.0 248.00 000/342.400 23.50 000/342.400 100.00 000/345.830 25.00 000/386.904 4.50 104.367.120 1,297.22 3968 06/23 9710 TOTAL 11104.05 Doc: RECSETS -06 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 WATER CONNECTION WATER INSPECTION FEE WATER INSTALLATION (DEP) WATER TURN -ON FEE 401/379.002 60.00 401/342.400 15.00 401/386.520 490.00 401/343.405 25.00 TOTAL: 11,104.05 RECEIPT NO: R08 -01229 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: http://Www.citukwila.wa.us Payee: PEDERSON'S CLASSIC HOME, INC. SET ID: S000001002 SET NAME: Tmp set/Initialized Activities DOSh96 2,067.78 M08 -109 7.50 PG08 -122 82.00 TOTAL: 2,157.28 TRANSACTION LIST: Type Method Description Payment Check 5005 PLAN CHECK - RES PW BASE APPLICATION FEE PW PLAN REVIEW SET RECEIPT TOTAL: 0 Payment Date: 04/18/2008 Total Payment: 2,157.28 Amount 2,157.28 2,157.28 Account Code Current Pmts 000/345.830 1,832.28 000/322.100 250.00 000/345.830 75.00 TOTAL: 2,157.28 1324 04/18 9711 TOTAL 2157.28 Project: - ' Vie G t ov - a . m J 0! v C e I dr c Type of Inspection: s 1 i .1.1 w I P I d N e, 1 v Address: It-4m £ 7 A 0 S Date Called: • Special Instructions: Date Wanted: 1-I —. 2- 3— U cl (a .m. Requester: Phone No: 20(1 7 -0,38 INSPECTION NO. (Receipt No.: INSPECTION RECORD Retain a copy with permit 'Date: PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 1 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 - 6 p proved per applicable codes. 0 Corrections required prior to approval. Date/ 2 t.9 07 ri $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. COMMENTS: } Inypr' Proj eta e'<<e C LA crwlo k Type of Insection: S 4—ir...)AA- ( - Address: NM . 7 Av S Date Called: Special Instructions: Date Wanted: 4 - a. p.m Requester: Phone No: t0 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION , — 6300 Southcenter Blvd., #100, Tukwila, WA 98188 206)431 -3670 \ glApproved per applicable codes. Corrections required prior to approval. COMMENTS: tor: Rec =' . t No.: INSPECTION RECORD Retain a copy with permit Cep; A. 0 tkl t.) Date: L 'Date: Db8 - i$-6� PERMIT NO. Z .00 REINSPECTIO EE REQUI ' ED. Prior to inspection, fee must be d at 6300 Southcente Blvd., S ite 100. Call to schedule reinspection. 1 P ,sect: 'We resoin ekssi&I-4116- Lea Type of Inspection: Aw F .P. Address: Mx 57 Ave S Date Called: yak /U Special Instructions: Date Wanted: 0 ith3,Q � ^ m Requ / � ? 7 P J P / Phone No: . ,6 90- 0438 (P- El Approved per applicable codes. COMMENTS: INSPECTION RECORD Retain a copy with permit D08- !9 6 PERMIT NO. INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 ❑ Corrections required prior to approval. Inspector: y Date: 4 1 5 1 OQ ❑ $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: COMMENTS: Type of Inspection: /k r '-- ciiipl,pik l,iU lie "VO up ii(Ce4 . a' C) P r L LA;10(6 Qerwii$. F;1D iC) Date Called: 6400 )o`1 Special Instructions: - r, t4aleo p.m. Requester: 7e �P dersor? - i node - rivla‘-egA • - ri d - F i &tea! (12me'd 14 -rem base A on ! 14 c-P- as % Q - Pev1d1tm (nil 'ie, -- 4c -ec _ Project: ?erkG4.)n CI«ds jCli -i.$6, Type of Inspection: /k r A dress: Pim o7 4" s Date Called: 6400 )o`1 Special Instructions: Date Wanted: Orb I /4c7 p.m. Requester: 7e �P dersor? Phone No: Ao4 9r7 sD ❑ Approved per applicable codes. INSPECTION RECORD Retain a copy with permit INSPECTIPN NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Dors- 176 PERMIT NO. (206)431 -3670 El Corrections required prior to approval. Inspector: KDC Date: 4 l ost El $60.00 REINSPECTION FEE REQUIRED. Prior to:inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: 'Date: .V118&etr.cas* as rd ' ' - * +m w a .m. 4,w "O 4..r.y_r&,^ COMMENTS: Type of Inspection: l=iA./.1 i /3-6V';1" 2 446/ ./: A' 77/e— (', /, it) -- 77„5_ Address: 1Lim1/ 57 Date Called: /l 'te — r t/«lfds t ie p a.m. p.m. Requ Pith 1a p AAA.lL j - 1 %. ■ / A/fel, Phone No: r aP /,�• , 1/ r'4f —e dfr' .):.•c,., 4 t Project t Type of Inspection: l=iA./.1 i Address: 1Lim1/ 57 Date Called: Special Instructions: Date Wanted: 3_ /0-o a.m. p.m. Requ Phone No: Inspec Po -1q1.0 INSPECTION RECORD Retain a copy with permit INSPECT! N NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION II - YZ 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. Date: 14/01., I 3 — /0 -0 7 60.00 REINSPECTION EE REQU,fRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: 'Date: Project: _ � { j J . l lS�� C � Type o f.v f I specti n: itz J tz -_n,w - -�t — [ 1� Address: / TL )1 fll � i7- A'L -),�� pate Called: , Special nstructions: _ / Date Wanted: /0 3•us • p.m. Requester: Phone No: U _ Li 4:7 -6616- 441 Oo - 141 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION i t e v 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. COMMENTS: Inspeor: 1 Date 70 3 _ r7 $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: 'Date: Proj e (" Zs d )v 0/4 55 Type of Inspection: GJl/f IS Address3 /y' /// 5 7 SUS Date Called: Special Instructions: Date Wanted: /d -/ - 8G p.m. Requester: Phone No 7 6s —S /7—c16 0 Deg / W7 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 44 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. CO MENTS: tun/ l. A,,su /11Wi' 4 114/1 ; :s l6) vv .,z) av5 ✓/o 1//six,v app '' 4. I spec • Date x.00 REINSPECTION FEE REQ)RED. Prior to inspection, fee must be id at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: `" c••= ° °ir Pr ' t: Nro'd o,,sd J L. i 54 Type o nspection: I- A Z. iJ 6 Addr ss: 1 Date Called: Special Instructions: Date Wanted: /91 m p.m: Requester: Phone No: INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION X 6300 Southcenter Blvd., #100, Tukwila, WA 98188 PERMIT NO. (206)431 -3670 - Approved per applicable codes. Corrections required prior to approval. x REINSPECTION E REQUIR D. Prior to inspection, fee must be paid at 6300'Southcente r Blvd., Suite 100. Call to schedule reinspection. Receipt No.: 'Date: Proje /svkv 0 Ins Ir Type of Inspection: Address: iLi)i1 5 7/3 - ,i c Date Called: Special Instructions: / Dat Wanted: o 9 - 2 lr c, a.m. p.m. Requester: Phone No: 26/. C /? , 5 INSPECTION RECORD c� Retain a copy with permit fl / INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION ta. 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 EI Approved per applicable codes. Corrections required prior- to approval. COMMENTS: F A p e t 1' 1). AAA . A PPr yVA 111 €1, i L1w "b1 ( AM o t • ctor: 0 14 i zl z 1 k. c ipt No.: • _. -. � _yw. Date: 2 5_ c4 0.00 REINSPECTION FEE ' QUIR D. Prior to inspection, fee must be id at 6300 Southcenter Blvd. Suite 100. Call to schedule reinspection. Date: Pra 1 .�k P ry Q 1 i C Type of Inspe o �caa t� i hc' 1 1NNIC., Address: ky t 1 57 Au S Date Called: Special Instructions: Datg, _Nanted: I Z — 08 m p.m. Requester: Phone No: 2CD C —c -( ? - U(,0 7 -� 3 INSPECTION RECORD Retain a copy with permit INSPE't:TION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION A 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 COMMENTS: I spect El: Date: v � Z -� C , 0.00 REINSPECTION F E REQUIRED. Prior to inspection, fee must be id at 6300 Southcenter lvd., Suite 100. Call to schedule reinspection. Receipt No.: 'Date: Approved per applicable codes. El Corrections required prior to approval. �r Projr.c Yecte ✓so'. 1444 se Type of Inspectio : 1-o42 t f4(1 Siv f(s Address: 1 141 1 ) 57 A U '3 Date Called: Special Instructions: Date anted: 9 .12. a`. m` p.m. Requester: Phone No 20b -' q o40 3$ INSPECTION RECORD \ Q INSPEJION NO. PERMIT NO. Retain a copy with permit - 1 ct INSPE ION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION A 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 COMMENTS: of or : 51.th ilvw4 Dat,,e., $ REINSPECTIUN FEE REQUI ED. Prior to inspection, fee must be aid at 6300 Southcenter Blvd., Suit 100. Call to schedule reinspection. Receipt No.: 'Date: Approved per applicable codes. Corrections required prior to approval. Protect: l� e-zs° 1 (kit bkir Type of Inspection: r uAA,Er redo 6 A h - .tf Address: IA 1 57 A-Li .S Date Called: Special Instructions: 1� Date Wanted: � a.m. 7 - Ai -c0 pfm' Requester: Phone No: .0 0 ! 1 r? — 0(0-3 W -3 U C8 INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 600,5' PERMIT NO. (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. COMMENTS: 1te �- (v — C)r ri $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: 'Date: Pr ct: Type of Inspection: SO Address: N + 11 S? S Date Called: °� f 7 Special Instructions: Date Wanted: / Vc) g V� a.m. p.m. Reque�s;er: 1 t/ C\ Phone No: 9 9? — 3( ).06 v INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 tog 1 PERMIT NO. (206)431 -3670 ❑ Approved per applicable codes. El Corrections required prior to approval. COMMENTS: - OH r c l -W .S 1)-(14 TO , -. cam, � —itJ4 Inspector: Date: 7 1 . / El $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: 'Date: Proje d Piati 6 / 4 55e //-42/ Type of Inspection: -Z Falls % clUU - f-rJ Address: /4///57 Date Called: Special Instructions: 7 -✓ / r Date Wanted: a.m. Requester: Phone No INSPECTION RECORD Retain a copy with permit L s- /c6 INSPLION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100; Tukwila, WA 98188 (206)431 -3 PERMIT NO. F izai--kagortlia0,1 i-ctronxic lc. App "oveiRpei: applicable codes. COMMENTS: E1 Corrections required prior to approval. Ins pecto a^ El $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: '' Date: COMMENTS: C )5 — (060 4 -ec-P Qccseof , S - b to i I-1 Sit D () 1 t 1 c1 , (.I) (A "ft r 5e_(t/lC.e. h‘ Y1 v+ \ /f 4- been roit✓fec+e, Date Called: 10 1 .4 ( o �1.2 - A permit' ok -C« r (o-1-kt a, to+ ti S Ai-ure De:l/do . Date Wanted: (o1^-1 log a.m. Requester: Phone No: Project;, Yc er4on CIaSSrc, Type of Inspection: S Address: (41(1 57L Ave_ Si t Date Called: 10 1 .4 ( o Special Instructions: 1 , U T 11 a Date Wanted: (o1^-1 log a.m. Requester: Phone No: ❑ Approved per applicable codes. Inspector: ei)c INSPECTION RECORD Retain a copy with permit PERMIT NO. INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 - 3670 Corrections required prior to approval. Date: 10 1 2 — , I G% 17 $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Project: I cdcrsb 41 C / 5 $ I. , c g Type of Inspection : r'as. dee n44= / v f'_l Address: 1 y / r / Suite #: 6 . 461. .S _ Contact Person: �,� . , Special Instructions: Pre - Fire: : . Phone No.: 2c.Y. W7. 0‘. P Needs Shift Inspection: Sprinklers: Fire Alarm: `, __. Hood & Duct: Monitor: . , _ _ Pre - Fire: : . Permits: :r : • " Occupancy Type: E.'! n�: R�E�' 2,` �2! r3FS5'J• R2�C' �Y- 4: �' YN!' Y' sr' ?�. 3 oiv .�+f'.t_rK�.4��:±Yo�N! a:wK "" ` "_ •_C s.4F. , z �r��arx:wx - �--° 3s t:- e+ as ,�t±.ti'�irR,zrt»;d:�F,- .5�tr� INSPECTION NUMBER 444 Andover Park East, Tukwila, Wa. 98188 206- 575 -4407 Approved per applicable codes. Inspector: 5'4j A • Word /Inspection Record Form.Doc, INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA FIRE DEPARTMENT 1/13/06 • .f r Do F _196 PERMIT NUMBERS Corrections required prior to approval. $80.00 REINSPFCTION FEE R QUIRED. You will receive an invoice from the City of Tukwila Finance\Department. Call to schedule a reinspection. .1 T.F.D. Form F.P. 113 COMMENTS: Date: z/ © 7 rs.. / NOTE: (DS) DENOTES DOWNSPOUT LOCATIONS CONNECT TO APPROVED DETENTION SYSTEM NOTE: ROOF OVERHANG MAY EXTEND 18' MAX. INTO ANY REQUIRED SETBACK 15' SIDE SETBACK 10' REAR SETBACK / 20' -0 1/2" 71,473 " 46' -0" 2 hrs? Q s r'9" ? asp s55 i qs -Buil -6-- SITE PLAN 0 10' 20' 40' SCALE: 1" = 20' NOTE: SILT FENCES TO BE PROVIDED AT ALL DOWNSTREAM AREAS - NO EXCEPTIONS NOTE: ANY RETAINING WALLS 36" OR TALLER MUST BE WITHIN ALL REQUIRED SETBACKS DASHED LINE REPRESENTS ROOF OVERHANG, DOUBLE LINE REPRESENTS -S WALL LINE, TYP. NOTE. CONSTRUCTION ACCESS TO BE 12'x20' OF 4' -6" QUARRY SPALLS s �csV� PROPOSED RESIDENCE MAIN FF EL 101.5" N 89'58'7" E 19.97' EXISTING 10" CONC. WALL CB RIM 81.7' CONC. DRIVEWAY 20' FRONT SETBACK 10 LF PERF TIGHTLINE CB #1 LOT2 TYPE 1 W/ TEE 4" PIPE TO CB CRAWL SPACE DRAIN 4' CONRNUOUS PERF. PIPE FOOTING DRAIN W/ 4' COVER OF DRAIN ROCK, WRAPPED IN PROTECTIVE FILTER FABRIC COVER. CONNECT TO DRAVEU. SYSTEM DRAIN DETAIL CONNECTI00 PVC zs v. PEDERSON'S CLASSIC HOMES INC. 27148 12TH AVE S. DES MOINES WA 98198 206.947.0638 LOT 2 TUKWILA, WASHINGTON y s DATE: 1.25.08 REV.: (DS) DENOTES DOWNSPOUT LOCATIONS CONNECT TO APPROVED DETENTION SYSTEM NO ROOF OVERHANG MAY EXTEND 18" MAX. INTO ANY REQUIRED SETBACK 15 SIDE SETBACK 10' REAR SETBACK — 89-49. 63.8' U LS 6A PROPOSED RESIDENCE MAIN FF EL. 101.5" CONC. DRIVEWAY REVISION NOJ_ SOS- l SITE PLAN SCALE: 1" = 20' NOTE: SILT FENCES TO BE PROVIDED AT ALL DOWNSTREAM AREAS - NO EXCEPTIONS NOTE: ANY RETAINING WALLS 36" OR TALLER MUST BE WITHIN ALL REQUIRED SETBACKS DASHED LINE REPRESENTS ROOF OVERHANG, DOUBLE LINE REPRESENTS WALL UNE, TYP. N NOTE: CONSTRUCTION ACCESS TO BE 12'x20' OF 4 " -6" QUARRY SPALLS CB RIM 81.7' E,3W pluses id i(it M (ctcl&ooi 1't u'S) vetAA wed .&v v-ormti a fpfroA t FRONT SETBACK PEDERSON'S CLASSIC HOMES INC. 27148 12TH AVE S. DES MOINES WA 98198 206.947.0638 These plans have been reviewed by the Public Works Department for conformance with current City standards. Acceptance is subject to errors and omissions which do not authorize violations of adopted standards or ordinances. The responsibility k for the adequacy of the design rests totally with revisions to th itheD designer. Additions, deletions or i dra�vin � gs after this date will void this acceptafke and will require a resubmittal of revised wings for subsequent approval. r s e EXISTING 10" COI aA Eceptance is subject toi�ld inspection b t e ?auk lic Works utilities,dnspe Date: C , By: g � 10 LF PERF TIGHTLINE CB #1 LOT2 TYPE 1 W/ TEE N 89'58'7" E 19.97' 4" PIPE TO CB CRAWL SPACE DRAIN 4" CONTINUOUS PERF. PIPE FOOTING DRAIN W/ 4' COVER OF DRAIN ROCK, WRAPPED IN PROTECTIVE FILTER FABRIC COVER. CONNECT TO DRYWELL SYSTEM RECEIVE.: MAY 12 2008 PERMIT CENTEF DRAIN DETAIL CONNECTION 6" PVC d. Q � .i 9o' Ito LOT 2 TUKWILA, WASHINGTON DATE: 1.25.08 REV.: Option Glazing Area : % of Floor Glazin U- Factor Door U- Factor 2 Ceiling V aulted a Ceiling Wa1112 Above Grade Walls • int Below Grade Wall. ext Below Grade Floor 5 Slabfi on Grade Vertical Overhead" I. 10% 0.32 0.58 0.20 R -38 R -30 R15 R -15 R -10 R -30 R -10 H.* 15% 0.35 0.58 0.20 R -38 R -30 R -21 R -21 R -10 R -30 R -10 2( Unlimited Group R -3 and R -4 Occupancies Only 0.35 0.58 0.20 R -38 R -30 R -21 R -21 R -10 R -30 R -10 CITY OF TUKWILA -- BUILDING DIVISION Lot: Address: Contact: Site Information X , Cit / U, w A State: to It Zip: 4 9 . k/o r Prescriptive Approach - Simple Form For the Washington State Energy Code (2006 Edition) Climate Zone 1 / Phone: - 2- 06 - - 9L(7-D k Phone 2: Z 2 - 2 9 " ac Fax: 2 G - y29-- 2s Z7 Table 6 -1 APR 18 2008 PRESCRIPTIVE REQUIREMENTS 0,1 FOR GROUP R -3 OCCUPANCY CLIMATE ZONE 1 PERMIT CENTER See the code text for footnote references This project complies with the following: ✓ The project is a single family residence or duplex. ✓ The project is wood frame OR all of the insulation is interior or exterior of the framing. ✓ All building components meet the requirements listed in Table 6 -1, Option IV. ✓ The project will meet all other provisions of the WSEC and VIAQ. The project will take advantage of the following exceptions to the prescriptive option: ❑ 602.6 Exception 1. Glazed Doors whose area and U- factor are included in glazing calculations. Location of the door taking this exception ❑ 602.6 Exception 2. One door, that is 24 ft2 or Tess, unlabeled and exterior swinging may be used. VO 1 IP Location of the door(s) taking this exception Prescriptive - Simple - Form - Climate Zone FILE C 10/23/2007 Tukwila City Bulletin W.S.E.C. Section 502.1.6 Moisture Control PERMIT NO. — 111 Project A vapor retarder is a layer of material placed over the warm side of insulation to limit the transport of water and water vapor movement through exterior walls, ceilings and floors. To meet energy code requirements, vapor retarders need to be rated at not more than 1.0 perm dry cup or less. Components of a house that require a vapor retarder are: • Floors - Floors between heated and unheated spaces are required to have an installed vapor retarder. Floor decking of 3 /4 inch tongue and groove exterior plywood and exterior grade O.S.B. both meet the vapor retarder requirements. • Walls - Walls separating heated from unheated space are required to have an installed vapor retarder on the side (warm side in winter). • Ceilings - Ceilings where there is an average of less than 12 inches of ventilated area above the insulation, an installed vapor retarder is required. Construction documents shall specify the proposed method for providing a vapor retarder in each of the above building components. *Please check which type of insulation method will be used for the project and return this RECE bulletin with the permit application. Pte r1 ItelintA JUN 2 3 7008 ❑ Kraft or Foil Faced Insulation: Facing material must be stapled directly to the face of the HMn ckNrEA studs. (i.e. to 2x edges not the side of studs) ❑ 4 -Mil or thicker Polyethylene or craft faced material: Polyethylene of craft faced material shall be stapled to the framing, with seams overlapped 6- inches and taped. Electrical boxes and other penetrations to be tight fitted and sealed around openings. Recognized method are as follows: It Vapor retarding paint: Vapor retarding paint listed to provide transmissivity of not more than 1.0 perm dry cup rating. (See Affidavit attached to bulletin) If vapor retarding paint is specified as a vapor retarder for walls and ceilings, the following conditions shall be required for the builder: 9 Complete Contractor's affidavit and submit with building permit application. (A form is included with the permit packet) ♦ A red stamped copy of the affidavit shall remain with the permit at the job site and shall be kept available for building final inspection. Tukwila doe. A -001 Created on 10/19/2007 Revised FILE COPY RETURN THIS FORM WHEN COMPLETED AFFIDAVIT FOR CONTRACTOR VAPOR RETARDER VERIFICATION Project PeQflo$ 4ut_ Address ( Li(11 (Building Contractor��� ( g ) � 1I� eol,�i2� , states as follows: [please print] Contractor Registration No. 47c--- ec{-( 72, 3) If 1. I understand it shall be my responsibility to verify and guarantee that the vapor retarder applied on this building shall meet industries standards and the Washington State Energy Code which requires vapor retardant primer with not less than (1.0) perm dry cup rating. 2. I hereby agree that the vapor retarding paint must be installed in accordance with the coverage requirements and manufacture's recommendations in order to provide the vapor retarding performance of the manufacturer's listing. 3. I understand that quality control of the painted vapor retarder is not a required inspection under the Washington State Energy Code and therefore the City of Tukwila shall be held harmless for improper installation of the vapor retarder. 4. By choosing to use perm rated paint as a vapor retarder, I understand and hereby agree to accept responsibility for the performance of the vapor retarder when failure thereof is related to poor workmanship or improper application or both. I have read the declarations stated above and accept the conditions stated therein. Contractor (print Signature Date 02r Tukwila doe. A -002 Created on 10/19/2007 Revised CITY OF TUKWILA Community Development Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 Permit Center/Building Division: 206.431 -3670 Public Works Department: 206 - 433 -0179 Planning Division: 206 - 431 -3670 PERMIT NO.: D _ [ qi L Title /aiitoS ONE COPY FOR JOB SITE ONE TO REMAIN IN PERMIT FILE Jensen Engineering, PLLC Consulting Structural Engineering 1204 5T" Street Kirkland, WA 98033 C 425.466.4693 .> @comcast.net Pederson Classic Homes House #2813 April 6, 2008 JE Job #08 -003 REVIEWED FOR CODE COMPLIANCE APPROVED JUN 12 2008 ity , f Tukwi a B ILDIN DIVISION FILE cop RECEIVED CITY OF TUKWILA APR 18 2008 PERMIT CENTER pCik. )ff a° 14 I il l-. _ o'1 A L 15 e] Afes(L`t 1 -/955 1143-tt qeo'Ll \r't d .5 ( 5 ) 21,---1 ( an ) ") ) cm ---- A al) >'.5S fv1 6 % - ) .1 0199 1,19 _Sb = —L z 311 51/ 4-7 1 ( ;po)) 09 24 1 2 , t 7 =b) iv.s1-$20)) - I - 0 1 1 11 (zi) St_ —6 _S z 011 H-e g H 0)) p a- 1 5 (I Y1) asiAl 1 (34 = /-1. h 4 “ 1 -43 0-0 2 cy, h a- 1 59 n ( e- c 1 ) ji c ln(-) 3 B 3 ,( 1 .*(t ,,' =1 •(€ Qs/./, i-E 1 " 4 10 51 I t° AT Q Q.5 g 3 i t s (5 ) , 0 6 ,6) ) 1 a ‘‘a-,5 1 (2 TM 5 1-1 -60 Int? H / s 34-0 abed ce I A?rt, -1-1-44-5 U119 1.1 loaraid 3 of oi olup page ...... •- • • date Vit ( cog project ■ .. own SiTtt,t 14\aex fty ak/ Ozog 2g-Ivat\s/&1r6Le 41,-/A) v{wkl V ViA q I 0 Li c (Cal) 1-*• (/ C 1 31 19(kqe# LI"`ID 1)P2 (c Wt. 3 7 3 ( (S tolo L IA-F2 (.° IG"m GlrNea— h)t1-2-( Tret4 3 1 )55)4 I c Orb Y-31- cm\r„:4 /1.3o >> 45 6 co- LA ) 40). No Noi--11 Ce-tio v (L1T,y, (16to ii - t2$,‘, • II 7 ttp o }2 4- 2)47 3(1C -.-. 740 b (q3-,S 3(10- 21e14 H Lf 3 3VtC/ = UPPER ROOF FRAMING PLAN t i$ q clot' - ORDER U4q w iOPPED.6EA11 or ma DEPTH) IDDCD CI nnI CDAbAIN(, DI AM e o & o ,; e 4° 4 X k� X � �q lx 214 I f 0 15 O.C. WA(LSDJDS. ALIN IE 11 TYP. %MO. r = -=a = II II II I — II I ]I- II I 11 II lII I ! 4) •STUDS ORDER:. TRUSS II W - NON 6FAR I - Ir � f_ N I I .. II (3) S t . n '4 !? (3) STUDS li (3) STUDS STUDS 1 ; tt (2) STUDS NO SWKES Al CO 1b2 (2) STUDS NO ry� uWZ2 )( ''- /706167TWAyENE:r -: BELLEVUE WA98008- 2064b8.6690 F- D.B. a W a co F- w L . z COMPLIER ilk NA Al co Co N cci iV 0 ca co O 0o U) 0) U z- UJ =. W Q z 0 0 ° TUKW1L LOT 2 - P IG. MR :Nos nms nos = 433023:581 tot tAP)13) Pt- DROPPED Dm (It MAL DEP111) 214 HF 0 Ir 0.0 WAILSJIM ALINTFRKIR 1w_ r It I I I I I I I f II 31- r -( I I GIRDER TRUSS JI It _ - JPPER FLOOR FRAMING PLAN I I , It (3) SECS I L lir IT ) SIM 1 )/ ( S Val (3) STUDS U v( n... GIRDER TRIMS NON-BEARPM WALL .?. fr. bK9.1!).ST AVE NE:' 813LEVUE WA 98008 2084098690 mwww■Imi■li CN1 CL cy) 0 —100 LLQ < CNI Z 0 = Lo-L- .111111WIMIIMINO D.B. 1/4"--r-0" SCALE 12.30.07 DALE 1UKWIL LOT 2 - P CEIEFUSER LIZ MOE Al 1 COWL P1I11000 ROOF TO BOTTOM OF FOR TRUSSES, TIP. 248 IEDCfR W/ (4)164 0 16' O.C., TIP. 4 16d 0 e O. C. TO 24 BM BOWEN STUOS I /IIAA_D Dnnr rr1 AfII11In P11 A ►t II I t Imo__ II n u II U \ O WUC410P11AWCER BB L tl 0600 512. f PT 444 1442 POST W/ ACE4, TIP 0 Fk PORCH POSt 10' -It 2' -10 1/2 16' -3' 22' -0' 2' -10 1/2' 5 -5 ✓i' - 10" 9' -0 1' -4 1 /1)1111A DON PM 1 sst. YIIMmw ALT IZ sort as s rtmx istA uss s0E7 tsussua ACA / Iv : 7.7 S?2 URA= IcnRD 7.7 S7 FT IN TIC REMIT / Ad7 s0 i> FFO SON . 1274 ZTM MAWR OF ICS x001 POI HEMS Reno ?OM A MIMI CF (13) 1Ct I10 %ORS PET OWNS AREA „9-,05 8 STEM WAIL _ TYP. UNO Yi grx1R FBI <: - — w/ (2)#4 EA. WAY a ■ L J r E � r � MAO( POLY VAPOR BARR ER DOLOUONQIT I A 1 1 ; :1 Pr - ` J xt FTC I .o ' w �4 4T 9 Ew. . l x. ..., l. f� I iii L J i..,.. .,..1. _ , L_ 41= - a 1 � L_ 1 I N „L r - - - - - _fig . ii ,44; .,: t.Yf r ', +ri, L J J A9 10' -61/2' I _ — r: I r F,' 2 1/2' F� WI _I - _ , i > I DPIN90N JOINTS AS SHORN ° I I : J' , 4' cox. SLAB OVER I COYPACIED ELL AT POUCH %;`,• I L 1 f II 4x4 POST A001& I I w/ a44 TW I I ® All PORCH POSTS . . m 10' -It 2' -10 1/2 16' -3' 22' -0' 2' -10 1/2' 5 -5 ✓i' - 10" 9' -0 1' -4 1 /1)1111A DON PM 1 sst. YIIMmw ALT IZ sort as s rtmx istA uss s0E7 tsussua ACA / Iv : 7.7 S?2 URA= IcnRD 7.7 S7 FT IN TIC REMIT / Ad7 s0 i> FFO SON . 1274 ZTM MAWR OF ICS x001 POI HEMS Reno ?OM A MIMI CF (13) 1Ct I10 %ORS PET OWNS AREA date Ott, i crj project N( 11 S1- l lb page c l (I tlafi 2 4 6 7 9 12 1 16 , 15c1 (3) 2 -l' Glee- S act 5 INitt g2p) Used (3) 14( b 7t, tad (z-a - 14 .S (` °) t t II (cc) 7 ZX Gi (r (■0 . N t ww l n- f-trk)rr two._ (1 51o.m 3 2><f i n17AA(4. WXSj% OODD.. t,33 ,-tko /AL eibutti, or Zx -(vC ite"it 0 wa(IS N4 o„ v n oCf'(/ o- S wP ;6, -; Lfv.-2,4 0,7 3 it h -Ito" enr t. s — DS� z CO- date 0 project t14 S+ -t gt � p Ak 44; task list: COLUMN & BEAM - COLUMN CAPACITY FOR WOOD Job # Description Mein W.ltm, Column Capacity (no bending loads) Effective Column Length L1 = Effective Column Length L2 = Column Dimension dl = Column Dimension d2 = E' = Fc* = Slenderness Ratio 1 = Slenderness Ratio 2 = Design slenderness ratio = KcE = c= FcE = Cp = Fc' = Fc *Cp = 0.00 ft 20.17 ft 1.5 in 5.5 in 1,200,000 1012 0.00 44.01 44.01 0.3 0.8 186 0.18 178 1471 lb Species and Grade = Fc = E= Duration Factor (Cd) = Wet Service (Cm) = Temp Factor (Ct) = Size Factor (Cf) = Factors for E (Ct)(Cm) = LIIIIT 1.7 A 01.‘4 P I V /Y IGYTa 4.tIIlu (VV. IVVT.TIIJ TV HF STUD 800 1,200,000 1.15 1.00 1.00 1.10 1 (= 0.3 for visually and machine graded lumber) (= 0.418 for products with COVe <= 0.11) (= 0.80 solid, 0.85 round, 0.90 glulam) = Allowable column capacity psi psi (with no bending loads) BEAM - COLUMN CAPACITY (bending loads in d2 direction): uniform bending load w = Axial compressive load p = M of I about 2 = fb = fc = CSI = 14.4 240 20.80 1162 29 plf lbs inA4 psi psi 1.05 < 1.0 ? Fb = Cd = Cm = Ct = CL = Cf = Cr = Fb' = HF STUD 800 1.33 1 1 1 1.1 1.15 1346 psi If the column is a stud subject to a 78% reduction per footnote 18 table 7 -B, then: CSI = 1.07 < 1.0 ? 2 x 4 1.5 x 3.5 5.25 1.50 1.25 506.25 2657.81 2.2x4 3 x 3.5 10.5 3.00 1.125 703.125 7382.81 3.3x4 4.5 x 3.5 15.75 4.50 1.08 437.4 6889.05 2 x 6 1.5 x 5.5 8.25 1.50 1.25 781.25 6445.31 2.2x6 3.0 x 5.5 16.5 3.00 1.125 455.625 7517.81 3-2x6 4.5 x 5.5 24.75 4.50 1,08 675 16706.25 4 -2x6 6x5.5 33 3.50 1.11 448.39 14796.96 5x2x6 7.5x5.5 41.25 3.50 1,11 691.96 28543.35 JE Bearing on Sill Plates - HEM FIR 2006 IBC & 1991 NDS Project: Sill Plate LmbrType • Hem Fir STUD GRADE(2 " -4 ") Fc Perp 405 Fv = 150 E = 1,200,000 10.3 E' = 360000 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Duration (Can't Use with Bearing Calculations) Moisture Temperature Beam Stability Flat Use Repetitive Size Factor (circular = 1.18; diamond = 1.414) SILL PLATE (2x4 at interior and 2x6 at exterior) Member Member size Member Area Width of Bearing F'c Perp for Allowable Actual Stud Allowable bearing on sill stud(s) Length Facor member size Bearing Load Load greater than plate CB on Sill Plate Actual, therefore Page 1 2x4 (in 2x4 wall) (� ) 2 =2x4 3x4 (in 2x4 wall 2x6 (in 2x6 wall) ( ) 2 -2x6 4x6 (in 2x4 waif ) 4x6 (in 2x6 wall) 4x4 (isolated) Fis TO; �te`�;�_',; 1.5 in 2.5 in 1.5 in 5:5 in 3.5 in 3.5 in t : �'?i5 Ire,. 3.5 in 3.5 in 5.5 in 3.5 in 5.5 in 3.5 in 1.10 1.10 1.1 1,1 1.1 1.1 0.00 0.00 0,00 0.00 0.00 0.00 30.86 30.86 19.64 30.86 19.64 30:86 4 9'64, 30.86 880 30.86 880 19.64 880 30:86 880 19.64 880 30.86 880 R s-c,; fg4 l .JF � �:D00 378.09 378.09 933.64 378:09 933.64 378.09 :; 0.38 0.38 0.71 0.38 0.71 0.38 336.44 336.44 625.71 33644 625.71 336.44 » 682 , .. . 1;766 3 533 = 2 ; 944 5,162 10,324 6,476. 12,045 4,121 _r 3 ,,: s: .e M1 4ut.n F .. . y5 QW � � n •M.. �'.,'. 5 88 :.a� -.'b- ,r- �,p.`..u�, tb .� ° 1 ©32 ... �I � r. .•y..F -w6.., 4.j�b. ,�tci48 �. Ki -: di .: f2.....?.�.1� 5;299 1 8,832 15,486 30,973 ,:...1&„ _, . 8,832' � " 2 ', 17,663' .,'.; a, �1 : t x 14,719 :_ ::, 2 25,811 . . !�7 51,621 Updated for 2001 NDS Effective. Column Length L1 = Effective. Column Length L2 = Species and Grade = Fc = E= Duration Factor (Cd) = Wet Service (Cm) _ Temp Factor (Ct) _ E' = Column. Dimension dl Column Dimension d2 Size Factor (CF) Slenderness Ratio 1 Slenderness Ratio 2 = Design slenderness ratio = Fc* = FcE _ Cp: = Fc *Cp Column Capacity = Double Studs Triple Studs 4 studs 5 studs 0.00 ft 9.00 ft DIM LMBR TIMBER Hem -Fir Stud 800 1,200,000 1.00 1.00 1.00 1,200,000 Doug Fir #1 1000 1,600,000 1,600,000 KcE= c= WOOD COLUMN CAPACITY Description: H FIR Co M 0.3 0.8 (= 0.3 for visually and machine - gradedaumber) (= 0:418 for productswith. COVex= 0.11) (= 0.8 for sawn lumber) ( =. 0.85 for round timber piles) (= 0.9 for glued laminated timber) Lumber Values from 2001 NDS Species Grade Fc E Hem -Fir Dim Lmbr (Stud) Timbers ( #1) 800 1,200,000 850 1,300,000 Doug -Fir Dim Lmbr ( #2) Timbers ( #1) 1,350 1,600,000 1,000 1,600,000 Timber:: 2006 IBC & 1991 NDS Project: Market Square LmbrType • Hem Fir #1 (2 "-4 ") Fb = 1050 psi Fv = 150 psi E = 1,500,000. psi CD= CM = Ct = CL= Cfu Cr: Cf = 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Fv = E= Timber Type • Doug Fir #1(5" and larger) Fb = 925,00 psi 170 psi 1,600,000 psi Nominal Size Standard Area of b. x d in Dressed Size Section in ^2 x in (S4S) bxd: in x in 2 x. 3 2:x4 2 x 5 1.5x2.5 1,5x 35 1.5 x 4.5 42X6 < s. ;x5.5 -54x6 7,5 x 55 " 1.5 x 7.25 33(745,-. 4x6 3.5 x 5.5 N' 4x8 4W 3 25 ' O 4x10 3.5 x 9.25 4x14 3.5 x 13.25 3"10' ,.x`.:: . 3.75 5.25 6.75 Section Modulus Sxx inA3 1.563 3,063 5.063 424 31.64 Moment of Inertia' Ixx in°4 1.953 5,359 11.39 E`3K ( 20$V.. Car JiJ:Y 'P''.': ` 30 24 . 8 2 41:.25 37.8: ' 103.98,: 10.88 13.14 47.63 247 28 26' 25 s95 $ 21' ... 39 '9 .` , 16.88 178 33 7�6 63:28; 356: .t;9 8` '' ' ' 43 89. : 290:8 12.25 7.146 12.51 19.25 17.65 48.53 32.38 49.91 230.8 b } lll�� 47.25 lob 3 7 1 Duration (DL =O.9 ; FLL= 1.0 ; Snow = 1.15 ; RLL = 1.25) Moisture Temperature Beam Stability Flat Use Repetitive Size Factor (circular = 1.18; diamond = 1.414) 1365 " 1365 1260 1250 ...1.1.55_.. CF 1.5 1.5 1.4 Fb' 1575 1575 1470 1,088 2,176 144 T 1,688 3,376 1,500 000 1,98$ L� ,°.,' ilt xa "` g14 D `�' >Si'' ,6 t QQ • . ,c 3, 4 2?: ... 1 ;7:5 i 1 .3 1365 150 1,500,000 2,008 .�..,.. u I+.. , .� `3� 8 n ,• �y 2 ;53 8 . �a .sra 1.2 y� 150 1260 1,5 t 5,x,2041` 3j,23R8` .'Li't: ' ni,'' 1 260 1 0�i?�i ,W}. , 5'x. ' y y ? !:•.� "A ' e` } " v Vie' '.' 4,.L°•5 1141.Ei'E'iC 0 10 115 _ 1,50000 9 4,725 'Pane, 1 Fv' E' 150 1,500,000 150. 1,500,000 150 ' .1,500;000 1,500,000 2,769 • 1;5141500" 5,537 LSA��()(� •. ;: 3,455,x; Moment Shear Capacity Capacity (lb) (lb -ft) 205 402' 620 1 375 525 :: 675' 00' .. 7�29k4 2;250 150 '' - • 4,06.,099 340 :3;300: 15Q • 4k5p, 44: 150 1,500,000 150 • 1 500`,000 150 • 101W00' # ym 150 1'50: 15°- 150 • Nominal Size Standard Area of b x d in Dressed Size • Section inA2 x in (S4S) bxd in x in Section Moment of Modulus Sxx Inertia lxx inkt JE Dim. lrebr Dsg Template .W51' CF Page 2 Fb' Fv' • . • 7.1',4,78iIiP13(474i4. E' Moment Shear Capacity Capacity (lb) (lbrft) 6 x 6 5.5 x 5.5 30.25 27.73 76.26 .'',.ff 7-wri 6 x 10 5.5 x 9.5 52.25 82.73 FASIMINM.....eqlrAW' 6x 14 5 5 x 13.5 74.25 167.1 1128 0.983 909 170 1,660,000 --:-- ti,662 8,415 393 1.0 925 170 1,600,000 2,138 1.0 925 170 1,600,000 3,428 5,922 tag RVAIMVIRREMtirg$:: lavigf.r FIte-te-rv- AO.Ti 6x 18 5.5x 17.5 96 25 280.7 2456 0.956 884 170 1,600,000 20,685 10,908 FaingrVnten.1-Iffit 41-§e • 6 x 22 5.5 x 21.5 118.3 423.7 4555 0.935 865 170 1,800,006 30,537 13,407 MeilifiWgrOP127g...014kAfail flf0 ':= 8 x 8 7.5 x 7.5 56.25 70.31 263.7 Vtg.;:g : 'QM 17- VE:fiV 8 x 12 7.5 x 11.5 86.25 165.3 950.5 W.,431TVAVATieV4t4PkIlibj: • , 7401r - :,Te.litItc:i' '-: '1 8 x 16 7.5 x 715,5 116.3 300.3 2327 ftfig I t-P 4 ')- . 1.M.SFW 8 x 20 7.5 x 19.5 146.3 475.3 4634 0.946 6'74 170 ii60,000 34,623 16,581 0012:77AM' ' ''''''' . 4:;-'4Y66760:677'':7),NE49A,.. : 7 ":16.11F:'''''{'''''' 144 ''''''"LI 8 x 24 176.3 690.3 17 0.92 857 - -.31:660,606 49,273 19,981 7.5 x 23,5 1,0 925 170 1,600,000 5,420 6,375 1.0 925 170 1,600,000 12,742 9,775 tt&k.1:4;rgiKanr-'- i"*Tf(F - • 0.969 896 170 1,660.000 22,431 13,181 :41W.6.:V 1:401 reit (.0 Tl4 R. UPPER ROOF FRAMING PLAN - µs; 5 1 { /tpie$ 4.11, • vrLewj .C. 3R Tv 2x4 If 0 16 0.0 I STUDS ALIMITRIOR mrt.u. f — _7.;-a----- - I i I I It II t T I I I 2 F 1 r I I '11 11 --.,-- `..;"4 c . =_ : GIRDER TRUSS — t r — ' c -_-,- I L I F 71 ---- C _1 L J I ,J_____ 1 1 -I P ffi I 'ups DROP° 3 BEAU (17 MAX. 00'111) = PS t, tot! (1.., _so TFut-it-‘01 Tie • JPPER FLOOR FRAMING PLAN num ti•)ezaa PRP4-ts fros TS ) bK2.D.ST . III EJEI iitelinti AVE He' • BELLEVUE WA 98008 208A09.6690 sismiumoomossow Cs.J Lt I Oz O '-9 ct_ CNI < Z z ci EL! LL L I— 1111111111•11■=111101111•111•111 REWSED 11111■11110■111 DR atm 114 scmc 12.3007 TIM LOT 2 - P cmf'AT -I►/ T n n CONT. PEYN000 ROOF TO BOTTOM OF FLOOR TRUSSES, TP. D8 LEDGER W/ (4)I6d 0 1e O.C.. 1W. & I6d 0 4' O.C. TO Tx BLJ(G KNEEN STUDS $ I (11AuCD r rr r CE] nI A L- I -. Ito* tNib F>11tO HANGER t4 ( Woos / poSTS) t tb-Q PT 4x4 tip POST • 17 W/ AC 4. 11P 0 EA PORCH POST 411 -0' 22 0' 18' - 0- a)HO. SLAB OH GRADE CERTED. SLOPE TO DOOR F]P»1 W JOROS AS SHOO 10 1/2 L J L J m e 11 BUM - POLY VAPOR BARRIER 1Nawa1 JT 6' - O - 10' -it 8'- 10' 2 1/2 7' —, 27-0' 18'-0' 40 -0 xi , /posTS Vt » /og 1DU• Doti /c,R.p wL SPPvC-2 Ye" 41) 1)c min 12' a ho W- r SIN WALL TYP. LINO `",0::. ein o W 00,4-(fra' U�9 ob -w �.6* r INPI I S I If JIM➢ON IU CO 4F1. MR HOS MA. I1919:17 mental MLA / ISO • 7J .$I. IEIIRIA7D I EUCLID 7.7 SO 17 Vine WAND / A042 SO F11131 10I• 1174 IOTIL maim Of 164' 1000 191 NEWS NE0111O Mai A WW1 Cr (IS) SWIM 10115 0[1100 G LISA I I. south end curbing south end concrete walk (7 5) street margin per ROS 15/233 These plans have Departmen for City standards. Acceptanc omissions which do no adopted standards or or for the adequacy of th designer. Additions, deletio chain link fence is 0.9' north & 1.7' west of set rebar w /cop drawings after this date will void t a- a mice and will require a resubmittal of revised drawin for subsequent approval- � Final acceptance is subject to field inspection by the Public Works utilities inspector. Date: By: o &fr revie 'ai 0. ion Fie la. ppr viol rOV " :con 42;9. , ii i / .., k s`l�ecrp . e Lions of Tr= re ns n t tot...' wt s : ism thes Tu g` h r esrhol c. porch 10 X 1 21. 89 .9 — l$;q`/ :473- 7JPE I north e d curbing M eleyctions ® t concrete cu •ing flowline • •wn 0.5' /DW�NPE1 1 7/ /DNl "� C • REVISIONS No changes shall be ma e to the scope of work without pri approval of Tukwila Build' g Division. NOTE: Revisions will re. • ire a new plan submittal and may include ad. 'final plan review tees. cb • rim =81.6' ` V a; x 2 84. Dlg vouch Relnlosue (7+ /- Li 7.Z cb - 87 .0'' CO V gt O tint DE COMPLIANCI APPROVED OCT 2 3 2008 Id It ,/ o City 0 r kw il a ILDI N9p J pN r C'Q/ /flAD • F/f/ 1,1%11 g 5� E SEP 04 2008 PERMIT CENTER Fevre 6-2 Wind Force Resisting,Systetn :Method 1 Design iFArfased Buildings sures I LL COPY Transverse Notes: . 1. Pressures shown are applied to the horizontal and vertical projections; for exposure B, at h =3f)..ft(9.1m), 1= 1.O, and K = 1.0. Adjust to other conditions. using Equation 6 -1. 2 The load patterns shown shall be applied to each comer of thebuilding -in turn as the reference comer..(See Figure 6-10) . 3. For the design: of the. longitudinal MWFRS use 9 = 0 °, and locate the'zone E/F; Gill boundary at the mid- length of the building: 4. Load cases I and 2 must be checked for 25° < 9 <_ 45 °. Load ease 2.at'25 is provided of ly for to 30 °: 5. Plus and minus signs signify pressures acting toward and away from the p %lected,surfaces,respectively.: 6. For roof slopes other than those shown, linear interpolation is permitted.: ,, & 7. The total horizontal■load shall notbe less than that determined by assuming ps ,. in zones B B 8. The zone pressures represent the following: `- Horizontal pressure.zones — Sum of the windward and leeward'net (sum of internal and'external) pressures on vertical projection of A - End zone of wall C - Interior zone of wall . B - End zone of roof D - Interior zone of roof Vertical pressure zones — Net (sum of internal and external) pressures: on; horizontal projection of E - End zone of windward roof G - Interior Zone of windward roof F - End.zone . of leeward roof H - . Interiortzone..of leew roof. 9. Where zone E or G falls on a roof overhang on the windward s ide of the building; use Eon and Go,; for the pressure on the horizontal projection of the overhang. Overhangs on the leeward and side edges shall have the basic zone pressure applied: 10. Notation: : ' a: 10 percent of least horizontal dimension or 0;4h; whichever:is smaller, but rtotless thati'either, 4 %:of least horizontal dimension or 3 ft,(0.9;0.. h; Mean roof Height, in feet (meters), except that eave height shall .be used for roof angles <10°. 0: Angle of Pine Of roof from horizontal, in degrees. Walls Roofs , KtV EWED F CODE COMPLIAF APPROVED JUN 12 2008 I.nnnjtuilinal, RECEIVE CITY OF TUK M L.A APR 18 2008 PERMIT CENTER ttirir —um Design Loads for Buildings and Other Structures !CE I 1 (0 date page Project tAfit•I 1,2 date 11 751(trt Project li;c page 3 4 I Sei Gytec*-- (4rytiya-ted 1)6,A 1'16 ) al 40Y-1D ---, liptro W (510 giA tZin, 17- U ot, -z-• I V CON bc Mr) CA ( 11V 1 1+ 0,01* 0,7-Y ........ -•••• (41.) • i‘r = p sf ...... ...... •■ • •-• .... ..... ••• g. () v ok — Kist crifi cal lc/ Y- 140 4- lcd )00 I WV (An •• ....... •-, + •346 ,1 rpttftiree Resisting Sygfeiii404 FIgure 6-2 (1) I Design Wind Pressures itelossed 'Slinplified Design Windi N (psf) ( B ath.= 30 ft., Ki = 1.0, with 1 = 1:0) ' Basic Wind ' Root 0 Horizontal Pressures Vertical Pressures Overhangs Speed Angle -..., . (mph) (degrees) A B C D E H EqH F G Gat 0 tb 5° 1 11.5 -5.9 7.6 -3.5 -13.8 , -7.8 -9.6 -6.1 -19.3 -15.1 . 10° 1 12.9 -5.4 8.6 -3.1 -13.8 -8.4 -9.6 -6.5 -19.3 -15.1 15° 1 14:4 -4.8 9.6 -2.7 -13.8 ':9.0 -9.6 -6:9 -19.3 -15.1. 10.6 -13..8, : ' -9.6 :-9.6 -7.3 ;19.3 -15.1 All" de" '.-7-.0 -. . -11.9 111.1 , , 0 ---- --7--- : -6.7 -4.5 ; - . .2 : 7.0 43 • -2.8 -4.5 45 2 -6.8 -,16.9 , -.;. 100 105 25° 30 to 45 to 5° 10° 15° rio° 25° 30 to 45 0 to 5° -: . 10°- 15° 20° 25° 30 to 45 0 to 5° 10° 15° 30 to 45 0 to 5° 14.4 12.9 12.9 12.8 14.5 16.1 17.8 16.1 14.4 14.4 15.9 17.9 19.9 -22.0 19.9 17.8 17.8 17.5 19.7 21.9 24.3 21.9 19.6 19.6 19.2 21.6 8.8 8.8 • -6.7 -6.0 -5.4 -4.7 2.6 9.9 9.9 -8.2 -7.4 -6.6 -5 3.2 12.2 12.2 -9.0 -8.2 -7.3 -8.4 3.5 13.5 13.5 -10.0 -9.0 10.2 10.2 8.5 9.6 10.7 11.9 11.7 10.5 11.9 13.3 14.6 14.4 14.2 14.2 11.6 13.1 14.7 16.1 15.9 15.7 15.7 12.7 14.4 2.7 7.9 79 -4.9 . -4.3 -3.8 -3.2 3.3 9.8 9.8 -5.4 -4.7 -4.2 -3.5 3.5 10.8 10.8 -5.9 -5.2 -6.4 -2.4 1.0 5.0 -15A -15.4 -15.4 :15.4 -7.2 -2.7 1.1 5.6 -19.1 -19.1 -19:1 -19.1 -8.8 -3.4 1.4 6.9 -21.1 -21.1 -21.1 -21.1 -9.7 -3.7 1.5 7.6 -23.1 -23.1 - -23.1 :10.1 • =10.7 -9.8 -5.3 -8.8 -4.3 -10.8 -11.6 -12.4 -13.3 -12.0 -6.6 -10.8 -5.3 -11.9 -12.8 -13.7 -14.7 -13.2 -7.3 -11.9 -5.8 -13.1 -14.1 -15.1 -10:7 Q. -5.2 -0.7 0.4 4.8 • -13.3 '-13.3 -13.3.. _ -13.3 -6:4 -0.9 0.5 . 5.9 -14.7 -14.7 -14.7 -14.7 -7.1 1.0 • 0.6 '• 6.5 -16.0 -16.0 : - 7.8 - 3•4 -7.5 -3.1 -6.9 :9„5! -10.1 -9.7 -4.2. -9.3 L9.3 -9.8 -10.5 -11,1 -10.7 -4.6 -4:2 -21.6 :a4.41.6 -13.3 - . -5.1 -26.7 -26.7'' -26.7 -26.7 -16.5 -32.9 , r116.9; • 41.4' "--- : -5.8 . -20.9 - 2 0 . 9 -14.0': ,-25.3.. : 25.9 Zones 15° 110 20° 25° 26.6 -7.0 17.7 -3.9 -23.1 -16.0 -160. 24.1 3.9 17.4 4.0 -10.7 -14.6." -7.7 -11.7 -19.9 -17.0 -4.1 -7.9 -1.1' -5.1 2 30 to 45 1 21.6 14.8 172 11.8 1.7 -13.1 0.6 :11.3 -7.6 ' -81 -" .2 14.8 17.2 11.8 8.3 -6.5 7.2 -4.6.. ; , -7.6 :8.7 . 0 to 5° 1 22.8 -11.9 15.1 -7.0 -27.4 -15:6 -19.1 ; , 1i.1:; ;'-‘38:4'ii -:-..-90.q.. 10° 1 2518 -10.7 17.1 -6.2 -274 -16.8 -19.1 -12,9„: ;;. 494 301' 15° 1 .28.7 -9.5 19.1 -5.4 -27.4 J7.9 -19.1 -19.7-, -36.4 -30.1:, 120 20° 1 31.6 -8.3 21.1 -4.6 -27.4- -19.1 -19.1 -14 5., . -38:4 . -30.1 _ • .,. 25° 1 28.6 4.6 20.7 4.7 -12.7 -17.3 -9.2 -13.9 -23.7 -20.2' -4.8 -9.4 -1.3 -6.0 2 30to 45 1 25.7 17.6 20.4 14.0 2.0 -15.6 0.7 -13.4 -9.0 -10.3 25.7 17.6 20.4 14.0 9.9 -7.7 8.6 -5.5 -9.0 -10.3 Unit Conversions-1. ft = 0.3048 m; 1.0 psf = 0.0479 kN/m h 5 60 ft. Walls & Roofs 1-* ASC Adjustment F606 for Building Heightandliposiiret. - .. Mean roof height (ft) .. , ,..---- timosure- ( 11,0 ' C , , A., -, 15 1.00 1. .:-j ::,1.47 20 tb0 .,... T.26 , , . 1:55 .. . _ . 25 .00 40 " 1.:461;,2;::,:i:. 35 1.05 - I 1 at- : ..7 9ri 40 1.09 1.49t,i, iii141..:•. 45 1:12 ,. 1:53fr2: 1:6&:: - : 181::..1 50 1.16 55 1 1 ' A:84: '.. 60 1.22 1.62. . '-.„ !:-•;:::.1A.37::, Main Wiiid-Fti'ree,Resisting System F -Metitic.1,1 Figure 6-2 (cont'd) I Design. 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(want*" 1814.c 6 1.(07 - x(ox, pt= 1c-F H/ DA, C1-) 4-0 UolAre/K Kalt (13,c W1111 (c. 1411.) o'kin fl ?1 ( S vJ ( 0 t1_0 1q1(1-.c(o.r1-) (0.) 14-q-0* . 1 5 A q-ct IANA14-SDC2.s 0-1) ''`f\vmbeir knq NO-PINAAvii date project Main strut- 1Z ( Page TrxygVexq/ cv\l/N --- ........... •.• 3 ..... 11; ... ....... • R-tc11 twu to q) CO z 3-40 mai{ — 9,(f (4C11 qq _3. 9.9t4, — koctiq--7qq( . 1 . +9 thlArn.. KO F V-r t - )(z(140 t4-1- (10-1. qI ( TOI-M045) 914R (t-T --jj. q -= 1019 41 ... /pig. (./Mg-• 1.3cy-J.S5 - h';1'2 Li I . .. .0-,t ■ft!' _ . d /e ........ ?,:. iris: ���a /sis�..�s�ssss:t .,,-. .. %,_:Ei , 1 • .1. 0.." .9%05 TYP L / I FIG _ W I TYP i l N0 EA. W AY U .011 /.A,': /^'' f %',: �;%Y /d � :,16.!�,..�.11.%.%!®.//k/i,' / .1C Vie L J L J NON - 5052.5 AA II B STEM WALL ' 6 MIL BLACK POLY VAPOR BARRIER THROUGHOUT 1 - r 1 LI / TYP. UNO - I 111 .r; J { 1 - I td r � ^ — _ I l it " - - ° . r - 1 ' j HDUB - 5052.5 I ¢ I-4 -1 4 �.1 L J � 0 LW c o ICI /I --- _ , A. I - I I -‘1,-- -‘1,-- I I I I Tr I L J� s; - _ j i/ si/% iyw /iFs%J. I *I— I I 1 I _ o © o - - L - - - -- - - - 1 n - _ " t o ¢; I - w I�1 • - 4IJ_ 1 = — - I e I * I ! O I d I I I .. II J 4� 1 61:© S2 ^' I AS REOO L ' /ism /.f.S _ I1 LL _ fiYirrrfr�,v/di /si /ss /iia'i'.✓� dF L 4 I 4. I ® I / I / ( O D ✓1 4k- POST-ATTRP 0,,, EB DEid�O/S2 ' 10' -6 1/2' 0 °� 11'-0 M = 61 . I n -�— i • /' f/ I ICI © I I 50 HDUB 1 = r I - S052.5 21 /z pa � r 1 nil I l am , 4 a — — I I � _ �: ems. 1- .4 aY,dJ' _ — .a' u / o T y O - HDUB - SDS2.5 1 I 4' CONC. SLAB ON GRADE W/ FIBERMESH REINFORCEMENT � 1 ,�'' 0/ Y GRAVEL BASE I 0/ 6 MIL POLY. V.B. lreldid:. I j SLOPE 1/4' PER F00T 8; I TOWARDS DOORS SIN EXPAHSION JOINTS AS SHOWN 1 u9b d my • 1 5 at[i SI I ` I 1 r* 1 I r 1 /1 1 6.0 ;p �' :�� o � il. � '_ �rsa W 6 � � 'a "9.�/"✓ / / e i Jf .v ia /a:,;� ; i - V � + 11 � : 'I� e I I. 1 I =I I 1 LONG S LAB OVER, 1 ® i CONPACIED FLI A Pg7CH : 4 POST : OVE 0 � i i ' I 0 v J I /12)A3'O ALL PP's. POSTS s AA ©EO' �. s 01 01 CXI 2' -10 1/2' (MAK) WOOD RIM CRAW. SPACE VENTS LOCATE AS 910WT1 22' -0 CANT. FOOTING 16' -3 22' -0 10-11 40-0 2 -10 1/2 / � 40' -0' FOUNDATION & MAIN FLOOR FRAMING PLAN Lol re H 0• 18' -0' 9 . -3 . AS RECTO / / / / 2)-1, v47(44' 0.0irr • VEMIIATION: PROVE 1 971 5WNM1101 PER 150 571 11W ROUT MICA 1155 571 1.10061071 AREA / 150 . 1.7 SOn. 101RLALIX 04111W 17 50 n 101U1G WOWED / 1011 50 n FIR 14711. 211 1014 161I07 7 1616' two RN 10415 P1171111) PROW( A AMY OF (11 110 10115 Q01 D11104 MICA 7 ItSC. 17 97 0 W .6042 5111) 2x6 HE 0 16' O.C. WALL STUDS AT EXTERIOR TYP. (3) STUDS (3) STUDS ( STUDS MS 28 IA T2j2c6 HDR pL _ ( HDR OR 06 HDR I DR 4x10 HDR 1 II II 11 -1 (2) STUDS (3) S1UDS - II l :: MSTCS2 2x4 HF 0 1C 0.C. WyI STUDS ALRIIFRIOR y TYP. O.N.U. I'' DO NOT BEAR GIRDER F -j L ▪ — _ II TRUSS ON THIS POST II I I 1 11 II It II II J L._ Jr � � r — — L - Pi c ' ' 11 I } I I I I }) SNDS � 11 GIRDER 1RU55 ;; �. NON BEARING WALL (2) 2x6 HOB OR 06 NOR (2) S STUD GIRDER TRUSS NON - BEARING WALL (3) STUDS (2) STUDS PL GIRDER TRUSS 28 PSL 1x11 -1/8 2.0E DROPPED REAM 12 MAX. DEPTH) UPPER FLOOR FRAMING PLAN MSTCS2 S-/ AUGN WLSHEARWALI (2) STUDS (2) 24 HDR / ) 2x6 HDR OR 4x6 HDR OR 4z6 HDR WirCom — ,c 1,44r t urrap -1 edr .6o5 (3) STUDS (3) STUDS (3) STUDS (2) = NO SPLICES STUDS e O O Z N N (2) STUDS o NO SPLICES e w (3) STUDS USTA49 USTA49 USTA49 USTA49 klb D {;r Akz. twat e avoAAAtaAAL FRAMING NOTES: I. TIP. JAMB STUDS = 1 TRIMMER + I KING STUD U.N.O ON PLAN. (2) OR (3) STUDS INDICATES NUMBER OF TRIMMERS REQUIRED 2. EXTERIOR WALLS - 2x6 0 I5 O.C. INTERIOR BEARING WALLS - 2x6 0 16' 0.C. NON- BEARING INTERIOR WALLS - 2.4 0 16' O.C. BALLOON FRAMED EXTERIOR WALLS - 216 0 12' O.C. NO SPUCES 3. FLOOR DIAPHRAGM NAILING 8d06' O.C. 0 PANEL EDGES AND 12 O.0 IN FIELD 9'-2" 5-6" 10' -1" Rd6 MST. CLOSET R85 BEDROOM 3 5 -0x4 -6 X0 If 0" -4 BEDROOM 2 O 11 Ov 5-6" 22' -0" D SET WER AU. 11- S'- 2 -6 0 110v D -VENT 4 5' -6" UPPER LEVEL FLOOR PLAN NOTE: (SG) DENOTES SAFETY TEMPERED CLASS 1 ELECTRICAL NOTE: ALL SMOKE DETECTORS TO BE 110V. INTERCONNECTED WITH BATTERY BACK —UP 1 O la , BEDROOM 4 4 -0x4 -0 80 (SG) 6-0 SOARER TUB 6' -3" 5 -0x4 -6 90 11' 0" 6' -6" 5-6" 40' -0 3 6" 2 -6 v LAUNDRY 0 1''AS1T�R DRYER I Ilw vT 6' -3" 11 1, 6' -0" 5 -01 -6 XO PLUMBING NOTE: CLOTHES WASHER AND DISH WASHER MUST BE INSTALLED 88N WATER- HAMMER PREVENTION DEVICES. 1 18' -0" 5 -6" -/ 6 80 5 -044 -6 XO MASTER SUITE 111111FRuN 36" HALE WALL BONUS ROOM 5 -014 -6 80 J 6' -0" • a CL 1-14 h DENOTES MIN. 50 CFI( EXHAUST FAN., UNO ALL FANS MUST VENT TO THE OUTSIDE X 1 1 O DENOTES SMOKE DETECTOR LOCATION ALL SMOKE DETECTORS TO BE 110V. INTERCONNECTED NTTH BATTERY BACK -UP 5 -6" PRONDE 2x CAB. BACKING 0 82' KITCHEN AT ALL UPPERS DINING 6' - 1/2" COVE + F PORCH CINC MFD GAS BURNING FP. INSTALL PER MFR'S INSTRUCTIONS AND CODE. GREAT ROOM 10' FURR DOWN AT HATCH, TYP. 2 -6 I I 10' - 2' 5 SHELVES PIPE BOLLA 5-0" 6' -0" 11' -0" 7".%/ .1 OEM 5 O -6 0 SOLID -CORE TIGHT FITTING DOOR W/ 20 MINUTE MIN. RATING IRC R309.1 GARAGE CONC 5 /8' TYPE - X" G.W.S. ON ALL WALLS AND CEILING. WRAP EXPOSED POSTS AND BEAMS. 16- 0x7 -0 OHD 16' -3' 6 -OAB -0 CO . (SG) 2 " - 10 1/2 STEP (7. ' MAX RISE, 1. RUN) 5 -0T6 -0 XO 5-01 3' -0" 6' -0' 12'-O ' A, 5 -0x1 -0 00 PORT. IS TO BE f LUSH W/ I BOITOM OF THRESHOLD AND IS TO SLOPE NO TORE THAN 1/4" PER FOOT AV AY 2' 1/2" / / E BLOCKING NOTE ID( THE BLOCKING Al DE F0.L01101C LOUMNS ALL NIERWEECDOIS OWN CENEALID FERTICAL D NWZbRAL SPACES CONCEALED SPACES W S118 HALLS AAD PARDIKNS 1UDNG HIRED SPACES Al 1W CEDING AND R0M LL141S o Al 10 R. NERYALS WIN WRIKAL AND Nd02BITAL OONCULED SPACES BURIN STAR SDRIORS Al DE TW o DOTICN a DE MAI AND WIWI STUDS A1RW 1)D N LIE 14 DE RUN Of SENDS E DE WALLS WEER DE STARS ARE MED1 DPOOICS AR0R10 YFNIS. PISS. DUCA (0100111. AWAKES AND OAR CPODICS NA1 AIM PASSAO TOR 1*) Al MANG AND ALOCR 1415 U N ICHCOMINSIBLE OADAIA(S OPORIGS BRIEN AITK SPACES AND 0410(1 CHASES ACH 010RT BUA/ awes 22' -0' 40' -0" 40' -0" MAIN LEVEL FLOOR PLAN ELECTRICAL PANEL FRAMING NOTE: AT ELECTRICAL PANEL RACE (2) FUSE H11901 STUDS ON DINER SIDE OF BLOCKOUT. WALL TOP RATES TO BE CONTINUOUS OVER BOX BLOCKCUT AND SUPPCBT STUDS. YAX RLOCKOUT OPENING WIDTH IS 16'. (ACTUAL R.O. 14.51 FLOOR AREA MAIN LEVEL UPPER LEVEL - TOTAL 1155 S.F. 1658 S.F. 2895.F. GARAGE: FRONT PORCH: 543 S.F. 189 S.F. CONT. PLYW00D ROOF TO BOTTOM OF FLOOR TRUSSES, TYP. 2.8 LEDGER W/ (4)16d 0 16' O.C., TYP. & 16d 0 4' O.C. TO 2x BLKG BETWEEN STUDS (2)2x6 STUDS (2)2x6 STUDS LOWER ROOF FRAMING PLAN IFEREE, 524 YAP/ weAl. PSL .1 2x11; 8 HD MSTC40 US IS HUC48 HANGER L •FA Situ( „ s PT 4x4 HF/2 POST W/ ACE4. T1P 0 EA. PORCH POST EMU JACK VENT PROVIDES .625 SF OF VENIMG PER JACK LOWER VENTING SHALL BE LAVE VENT BLOCKS VT/ (3) 2 DN SCREENED HOLES PROVIDING A NET VENT AREA OF 9.42 SORE -0.063 SO FT & IF ROOF JACKS LOCATED A WAX. OF 2• ABOVE THE (AVE VENTS EACH JACK VENT PROJIOES .34 SF (SO SO. INCHES) OF VENTING PER JACK 1669.0 S0. FT ATTIC AREA / 300 - S.57 SOFT. VENYG REOD 2.79 SOFT. OF VEJTFG TO BE PROVIDED BY SOFFIT VENTS AND 2.79 S.F BY GABLE VENTS. 1.79 SOFT. / 0.34 SOFT PER JACK VENT - 6.2 (9) ROOT JACK VENTS REM) 2.79 SOFT. / 0.069 SOFT PER (AVE VENT - 40.34 (41) ERIE VENTS REDO HI HURRICANE CUP ON EA TRUSS, EA END 6 0 16' O.C. TERIOR WALLS P., UNO. 4 0 16' O.0 TERIOR NON- BEARING \LLS TYP., UNO (3)216 511.105 (3)26 STUDS (3)2x6 SUDS GUTTER UPPER ROOF FRAMING PLAN OS (2)2x6 STUDS 2)2xIHDR OR 4x1 HDR EMI ,I I.I C4 MS OR x6 1 II MSTC4 GABLE END (2) 2x6 HDR 5:2 5:12 , 2) 2x6 HDR OR 116 HIi GABLE END (2) LF9 nMn GABLE END OR 46 HDR OR 416 HDR (3)2x6 STUDS DS (2)2x6 STUDS (5)2x6 STUDS (2)26 STUDS (2)2x6 STUDS (2)2x6 STUDS (2)2x6 STUDS spLice — TID o.0 y a z c � N z N rr QN co (2)2x6 STUDr 1 1 Sfuce,5 FRAMING NOTES: 1. TYP. JAMB STUDS = 1 TRIMMER 1 KING STUD U.N.0 ON PLAN. (2) OR (3) STUDS INDICATES NUMBER OF TRIMMERS REQUIRED 2. EXTERIOR WALLS - 2:6 0 16 O.C. INTERIOR BEARING WALLS - 2x6 0 16' O.C. NON- BEARING INTERIOR WALLS - 2x4 0 16" O.C. BALLOON FRAMED EXTERIOR WALLS - 2x6 0 12 O.C. NO SPLICES 3. ROOF DIAPHRAGM NAILING 8d0C O.C. 0 PANEL EDGES MID 12 O.0 IN FIELD 4. H1 0 EACH TRUSS / RAFTER A. y 'It r 1 NOTFS• ,Sps ?. S " S 0SZ: - �• _sr* Z .� �S�sZ rP 49 • r o s2 "1-C S2 G/z HOLD -DOWN / STRAP SCHEDULE ( ' ( ME HOLD -DOWNS / STRAPS IN SCHEDULE MAY NOT BE USED) I. WHERE JOISTS BEAR FOUNDATION WALL B, USTED NAILS ARE COMMON, UNO ROME THREADED ROD AND COUPLER TO ATTACH HOW -DOWN TO ANCHOR BOLT AS 9. 104 COMMON SUBSTITUTION FOR 16d SPIKER REQUIRED. ALLOWED. DO NOT SUBSTITUTE 16d SINKER FOR 2. PROVIDE PANEL EDGE NAIUNG PER SHEAR 16d COMMON. WALL SCHEDULE AT HOLD-DOWN STUDS /POSTS 10. FOLLOW ALL ANUFACTURERS ANO AT PANEL EDGES. RECOMMENDATION FOR INSTALLATION, 3. HOW -DOWNS AND STRAPS LOCATED PER PLAN. 11. TIE (2)2x METERS TOGETHER W/ (30)10d ONE HOLD -DOWN OR STRAP EACH END OF SHEARWALL AS SHOWN. FOR TYP. HOLD -DOWN COMMONS S' O.C. STAGGERED. DETAIL 12. (3)2x MEMBERS TOGETHER W/ (30)10d C ONS 0 3' O.C. STAGGERED EACH STUD. 4. THICKEN FOOTING AS REWIRED AT HOLDOOWN 13. FIRST DMENSION GIVEN FOR A POST IS THE =Anon, EXTEND MINIMUM OF 6" BEYOND THICKNESS MEN FOR THE MIN. BOLT LENGTH E IN ANCHOR BOLT. THE WOCD MEMBER. 5. MAINTAIN 3" CLEAR UNDER BOTTOM OF 801 6. CORNER HORIZONTAL REINFORCEMENT TO 8E �f. '. R�� ( CO Q�1 t`{�I�•� jj PLACED BETWEEN ANCHOR BOLT & OUTSIDE OF sLI+Xr i ono t STA TYPE NUMBER OF STUDS. REDO EACH END,j1T -13) NAILS OR BOLTS (8] [9] L i] . 1 • CAPACITY (Les) STD ANCHOR BOLT DIA R EMBEDMENT NOTES [4,' 5, 6] sG 1': -2: .,,,,,, "Y . � Y Z w l < � :� r ry A (1N07 + .. A710t'I'R�.A � �'' r s + 2� •'r .. 8 " "' 2990: " . " r AT FOUNDAAGHA - :. x st'Q 2i ' --(2)2 - 138)164 4160 AT FOUNDATION: . (2)2x SOS I/ x SCREWS .4888 3'L 5/ DA. OLT HEAD & WASHER THREADED ROD (A307) W/ B EM ED 10" MIN. AT FOUNDATION —P/96-4 J) `\ lb auna 11.310 • SOS 1/4x• 5480 1 41464p5 6295 Sis(or AT FOUNDATION 2x . 4' SOS 1/4x SCREWS 7 E {r~ �• �D ] S AT FOUNDATION -}Ig@A _}{gLgA c A2z S (3)2x A, ':_. ' —•• 6350 roq ky AT FOUNDATION ^ -• == -= : 16$ • . ` g � D �,� t OgRAp w :ii, , Tux I r STEM A AT FOUNDATION B ' - 4 - 77 4 vtA .et "te a� " a9 s a a>" .: } ,t N r ROOTING '"'' 0..-. ,hs; !3 � mix .. ".4 "x:.*. e Sri . : yi rY: 'h....�r k IT .i u� ' . i o ,V tsr : s WALL - -`fir z'A" '` v " 0 )S iJ (24� , s Z t 7. CENTER STRAPS ACROSS FLOOR FRAMING .. C ` C 7V � . • 6 �� ^ 9Z FILL ALL HOLES (HALF ABOVE AND HALF BELOW FRAMING) J \ USE 2 t,cs. ND t - 4.)►od . in A ,(z1.' 2 x (.2610841 l a d 4 . ( ( Clad) ' ' 3‘.s m� fit' .- ; S) X02.. MO S) 711)2x • , 99e& :990 4 1 HOL o: OWN STRAP. .SC - HE I S t -0 DS Pad Able. e “buoi4-04±,f0z. C,970, /4 qz-s m�� sir J0e.s orv of i /9 /or SHEAR WALL SCHEDULE © FOR 0.131'082W NAILS IN HEM -FIR (2006 IBC) SOME SHEAR WALL TYPES NOTED MAY NOT BE USED ON THIS PROJECT. WIJ.L TYPE WALAPA- RATEDNG [t, 2. 11. 121 0 NAIL ALL SIZE PANEL EDGES [4, 5] SIBLOCKING 0 PANEL EDGES [3, 6, 12] JOIST BLOCKING BELOW [7, 8] zx N NU NG A WOOD M ATTACHMENT L AND SHEAR CAPACITY TO BELOW ANCHOR BOLT TO PLATE CONCRETE BELOW [13] R AT FOUNDATION (10], [14] SHESEISMIC CAACITY U35 /FT • 15/32' 0.131'04 0 6'0C 28 CUP 0 46 "0C 0.148 '083 /4 0 6'0C 5 /8'0 0 48'0C 21 240 340 D 15/32' 0.131'982 0 4'OC 2x' CUP 0 10'OC 0.148'0x3h/4 0 4 "0C 5 / 0 32'OC 2: 350 490 © 15/32' 0.131'0x2 0 3 "0C STAGGERED 3x CUP 0 8'OC O.1t8'rx3 /' 0 3'0C 4 • O 16 2x 455 640 , p 0 O'32'OC 7x © 15/32' 1 0.131 ST A G G t' 0 2'OC SF 3x CUP 0 ' I 12'0C EACH SIDE 0.148 "0x3 O 5'OC '. (2)' ROWS [9] / V 0 12 "OC 2 x 595 B30 A'0.0 24 "0C. 3x ® 15/32 8071( SIDES O.13T'fx21/l• STAGGERED 3 x CUP.'O: H• EACSIDE' • 'O.T4.5%0x1 , 71:)c (2)I'ROWS..(9]. .. 5 / O,: i6' - • 3x 705. ., .980. ® 15/32' BOTH SIDES 0.131'1x2 .0 .3 OC STAGGERED lx CLIP- 0 8'OC EACH SIDE CUP -O'1 OC. 'EACH. SIDE' 7, 8) 5/ 0 16 3x - 910 1280 ® 5 32' 801 SIDES 0.131'9x2 'O 2'OC STAGGERS' • .3x x CUP' O;'6'OC • EACH SIDE ' CLIP OC' EACH SIDE [7, 8) 5 / 8 :0 0 12'0C 1 ' SE TO ' 3: ATTACH FRAMING CUPS WRECTLY'TO 1190 FRAMING 1660 USE 0.131'0 NOTES: (I) INSTALL PANELS EITHER HORIZONTALLY OR VERTICALLY. [2] WHERE' SHEATHING IS APPUED ON BOTH 'SIDES OF WALL PANEL EDGE JOINTS ON 2x FRAMING SHALL BE STAGGERED SO THAT JOINTS ON THE OPPOSITE SIDES' ARE. NOT LOCATED ON THE SAME STUDS. (3) BLOCKING IS REQUIRED AT ALL PANEL EDGES. [4] PROVIDE SHEAR WALL SHEATHING AND NAILING FOR THE ENTIRE LENGTH OF THE WALLS INDICATED ON THE PLANS. ENDS OF FULL HEIGHT WALLS ARE DESIGNATED BY WINDOWS. OR DOORWAYS OR AS DESIGNATED ON PLANS. FOR HOLD -DOWN REQUIREMENT, REFERENCE PUNS. (ALTERNATE NOTE: WALLS' DESIGNATED AS PERFORATED SHEARWALLS REQUIRE SHEATHING. SHEAR WALL WRUNG. ETC. ABOVE AND BELOW ALL OPENINGS). [5 SHEATHING EDGE NAUNG IS REQUIRED AT ALL HOLD -DOWN POSTS. EDGE NNUNG MAY ALSO BE RIAUIRE TO EACH STUD USED IN BUILT-UP HOLD -DOWN POSTS. FOR ADDITIONAL INFORMATION REFERENCE THE HOLD -DOWN DETAILS. [6] INTERMEDIATE FRAMING TO BE WITH 2x MINIMUM MEMBERS. ATTACH SHEATHING TO INTERMEDIATE FRAMING WITH 0.131'0x2 /2: 'NAILS': AT 12'0C WHERE STUDS ARE SPACED AT 16 "OC AND 0.111%21/2' NAILS AT 6 WHERE STUDS ARE SPACED AT 24'0C. U 2gl3 Corm. p� • [7] , BASE ON 0731 0x1 / NAILS .0 NAILS WHERE INSTALLED. OVER' SHEATHING. (B] FRAMING CUPS: A35.OR LTP5' OR APPROVED EQUIVALENT. [9) WHERE 'BOTTOM PLATE ATTACHMENT SPECIFIES (2): ROWS .OF NAILS, PROVIDE DOUBLE • JOIST; RIM JOIST OR EQUAL BELOW .STAGGER NAIS'la ROWS 11/4 APAITCMINIANN." . • 110] PRESSURE TREATED , MATERIAL CAN CAUSE EXCESSIVE CORROSION +;IN THE. FASTENERS: PROVIDE HOT-DIPPED GALVANIZED (EIECTRO- PLATING • IS .140T ACCEPTABLE). NAILS. AND';CONNECTOR'PWES ANGLES, ETC.), FOR ALL CONNECTORS IN CONTACT. WITH PRESSURE TREATED. FRAMING 'MEMBERS. [1I] 7 / 1 • APA -RATED SHEATHING (OSB) MAY BE USED IN PLACE OF 15/32' SHEATHING PROVIDED THAT ALL . STUDS ARE SPACED; AT 16 "0C MAXIMUM. (12) AT ADJOINING PANEL EDGES. (2) 2x STUDS NAILED TOGETHER MAY BE USED' IN. PLACE OF A SINGLE 3x STUD. DOUBLE 2x STUDS MAY BE CONNECTED TOGETHER BY NAILING. THE STUDS TOGETHER WITH 3' LONG NABS OF THE SANE SPACING AND DIAMETER. AS THE• PLATE NAUNG., PREFERENCE • SECTION: [13] CONTACT THE STRUCTURAL ENGINEERS OF FOR ADHESIVE OR EXPANSION ?BOLT ALTERNATIVES TO CAST -IN -PLACE ANCHOR BOLTS:''SPECW. INSPECTION. MAY'. BE REQUIRED. [14] ANCHOR BOLTS SHALL BE PROVIDED' WITH STEEL PLATE WASHERS /1y12x0 -2': EMBED; ANCHOR BOLTS 7 MINIMUM INTO. CONCRETE.. ' H I ' SHEARWALL SCHEDULE, NOTES :& KEY PLANS HEM -FIR ADJOINING PANEL EDGE PANEL EDGE NAILING, TIP LS TO MATCH PATE HNUNG (2) 2x STUDS SECTION 4s0 • • SIMPSON:•MS11 -26, UNO OVER PLYWOOD 4x PLYWOOD PER PLAN TOP PLATES AS REQUIRED CONTINUOUS HEADER p _. p .J DBL TOP PLATE OF STRAP MIN 4x POST W/ 2x STUD PLYWOOD. SHEAR MATERIAL PERK S - 01 4 °RWket.A.-- Sc lt- L.F 2x STUDS PER PLAN. 2x P.T. PLATE PER PLAN HOLDOWNS PER PLAN A.B.'S PER PLAN WI GARAGE FRONT SHEAR PANEL 1 /2 = 1. 03 -02 -2008 TED PEDERSON 27148 12 AV S DES MOINES WA 98198 RE: Permit No. D08 -196 14111 57 AV S 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 writing 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 04/25/2009 , 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, xc: (1\1\.4. e Marshall, t Technician Permit File No. D08 -196 Jim Haggerton, Mayor epartment of Community Development Jack Pace, Director 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 April 23, 2008 Ted Pederson 27148 — 12 Avenue S Des Moines, WA 98198 RE: Letter of Incomplete Application # 1 Development Permit Application D08 -196 Pederson Homes — Lot 2 — 14111 — 57 Avenue S Dear Mr. Pederson, This letter is to inform you that your permit application received at the City of Tukwila Permit Center on April 18, 2008 is determined to be incomplete. Before your application can continue the plan review process the following items from the following department need to be addressed: Fire Department: Al Metzler at 206 575 -4404 if you have any questions concerning the following comments. 1. Provide location of the nearest fire hydrant on the site plan. Please address the comment above in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that four (4) sets of revised plans, specifications and/or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Revisions must be made in person and will not be accepted through the mail or by a messenzer service. If you have any questions, please contact me at the Permit Center at (206) 431 -3670. Sincerely, Brenda Holt Permit Coordinator Enclosures File: D08 -197 • City of Tukwila Department of Community Development Jack Pace, Director P:\Permit Center\Incomplete Letters\2008\D08 -196 Incomplete Ltr # 1.DOC jem • Jim Haggerton, Mayor 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206- 431 -3665 ACTIVITY NUMBER: D08 -196 PROJECT NAME: PEDERSON HOMES - LOT 2 SITE ADDRESS: 14111 57 AV S Original Plan Submittal _ Response to Correction Letter # X DATE: 09 -04 -08 Response to Incomplete Letter # Revision # 1 After Permit Issued DEPARTMENT A, Buil• , i ft. ision Public Works 2 Complete TUESITHURS ROUTING: Please Route REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: Approved ❑ Approved with Conditions Notation: REVIEWER'S INITIALS: Documents/routing slip.doc 2 -28 -02 • P ERMIT COOR COPY • PLAN REVIEW /ROUTING SLIP 61J "k q -Iv- Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Incomplete Structural Review Required n n DATE: DATE: J,Iti 0- T oo Planning Division LAJ Permit Coordinator DUE DATE: 09 -09 -08 Not Applicable Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: Departments determined incomplete: Bldg ❑ LETTER OF COMPLETENESS MAILED: Fire ❑ Ping ❑ PW ❑ Staff Initials: No further Review Required u DUE DATE: 10 -07 -08 C Not Approved (attach comments) n Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: ACTIVITY NUMBER: D08 -196 DATE: 05 -12 -08 PROJECT NAME: PEDERSON'S CLASSIC HOMES SITE ADDRESS: 14111 57 AV S Original Plan Submittal Response to Correction Letter # X Revision # 1 Before Permit Issued Response to Incomplete Letter # DEPARTMENTS: -ob 'EMIT COORD COPY • PLAN REVIEW /ROUTING SLIP 6100 t° Fire Prevention LI BuiltlinDivlsi n rii Public v c `O � Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) COMPLETENESS: (Tues., Thurs.) Complete Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS RO TING: Please Route REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: Documents/routing slip.doc 2 -28 -02 Incomplete Structural Review Required ❑ Permit Coordinator DUE DATE: 05-15-08 Not Applicable n ❑ No further Review Required DATE: d d � PI ni g Division "(41 "(41 n ,L_/ DUE DATE: 06-12 -08 L Approved Approved with Conditions ❑ Not Approved (attach comments) n Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: DEPAR� ENTS� ,� Building Division Public Works 1 441 4 1 F Comments: Documents/routing slip.doc 2 -28 -02 PERMIT COORD COPY • PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D08 - 196 DATE: 04 - - PROJECT NAME: PEDERSON HOMES - LOT 2 SITE ADDRESS: 14111 57 AV S Original Plan Submittal Response to Correction Letter # X Response to Incomplete Letter # 1 Revision # After Permit Issued frioo Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Incomplete TUES/THURS ROUT NG: Please Route Structural Review Required REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: Approved ❑ Approved with Conditions Notation: REVIEWER'S INITIALS: Planning Division Permit Coordinator DUE DATE: 05 -01-08 Not Applicable Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: No further Review Required DATE: Not Approved (attach comments) DATE: U ( - DUE DATE: 05-29-08 Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: •PERMIT COORD COPY • PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D08 - 196 DATE: 04 -18 -08 PROJECT NAME: PEDERSON CLASSIC HOMES, LOT 2 SITE ADDRESS: 14111 57 AV S X Original Plan Submittal Response to Correction Letter # Response to Incomplete Letter # Revision # After Permit Issued DEPARTMENTS: Building Division Public Works [t till clat4ed Fire Prevention I Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete ❑ Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: 4 Or) LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑1. Ping ❑ PW ❑ Staff Initials: `Fa TUES/THURS ROUTING: Please Route Documents/routing slip.doc 2 -28 -02 REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: Incomplete Structural Review Required ❑ Permit Coordinator DUE DATE: 04 -22-08 ❑ No further Review Required DATE: DUE DATE: 05-20-08 Approved Approved with Conditions ❑ Not Approved (attach comments) ❑ Notation: REVIEWER'S INITIALS: DATE: Planning Division Not Applicable n Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS I C — � — oci � ►o r Summary of Revision: 1x v■ se, S'leArv., wca,4-0- (3o w 40 IL - p - i2 Summary of Revision: Received by: 1 L'2 7�1 �- S© iJ Received by: REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: PROJECT NAME: Y ItowaS PERMIT NO: 1)08' 6 ORIGINAL ISSUE DATE: - 0 SITE ADDRESS: 1i-tkitt S) Av S REVISION LOG (please print) (please print) (please print) (please print) (please print) Date: q -q -0 F • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http: //www.ci.tukwila.wa.us Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Project Name: Project Address: (-(1 i ( a vS' Z Contact Person: 1 -- i> F /n� et i2 o t- Summary of Revision: Rt_t; t si o 0 ak i< —k Plan Check/Permit Number: ❑ Response to Incomplete Letter # ❑ Response to Correction Letter # Revision # ' after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner A ?edei / S a Steven M. Mullet, Mayor Steve Lancaster, Director RECEIVED CRY OF TUKWILA SPA 0 ' 2008 PERMIT CENTER CISSiC - e5-- lot 4 Phone Number: 2046 — qq 2 — C & ) 341" Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: Er Entered in Permits Plus on . 6970 V/C \applications\forms- applications on linelrevision submittal Created: 8 -13 -2004 A . 2. Date: S - I Z ^ ok Project Name: City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc ❑ Response to Incomplete Letter # ❑ Response to Correctip Letter # Revision # I aka. Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner LA<Si Project Address: / `-t / / f n c 7 S v Contact Person :: 1 Phone Number: F- - Summary of Revision: Le GQ / G S -(79 Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision - 10?„1/, Received at the City of Tukwila Permit Center by: lia in Permits Plus on 0- " lapplicationsIforms- applications on line\revision submittal Created: 8-13 -2004 • • Plan Checic/Permit Number: b 0 -- 1 • ( Steven M. Mullet, Mayor Steve Lancaster, Director RECEIVED 9fl'V AF TIMKWII A MAY 12 2000 PERMIT CENTER I 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 i Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 0 ' Plan Check/Permit Number: D08 -196 ® Response to Incomplete Letter # ❑ Response to Correction Letter # ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: PEDERSON HOMES — LOT 2 Project Address: 14111 — 57 Avenue S Contact Person: Ted Pederson Phone Number: Z °( 9 K 1 CCo3 d N( Entered in Permits Plus on \applications\forms- applications on line\revision submittal Created: 8 -13 -2004 Revised: S CIT OF RECEIVED APR 2 91008 PERMIT CENTER Summary of Revision: A/ S GL/LL � z. / p b rctil /Iv New t4( zL y /1 -S/ i uLLB Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: Residential Sewer Use Certification Sewage Treatment Capal,y Charge • To be completed for all new sewer connections, re- connections, or change of use of existing connections. • This form does not apply to repairs or replacements of existing sewer connections within five years of disconnect. Please Print or Type Property Street Address c< i t L1.) ( 4- City Owner's Name Owner's Mailing Address 'De S iM o iU 4 c er/ `& City State ZIP -L7b o6.,. Owner's Phone Number (with Area Code) Property Contact Phone Number (with Area Code) Party to be Billed (if different than Owner): 4 7)&715 4) 4-) 6 /kW" 1 Name Street Address City State ZIP q 1 tu uci State ZIP Residential Customer Please check appropriate box: Equivalent (RCE) X Single-family (free standing, detached only) 1.0 Multi - Family (any shared walls): RECEIVED ❑ Duplex (0.8 RCE per unit) CITY OF TUKWILA O 3 -Plex (0.8 RCE per unit) APR 18 1018 ❑ 4 -Plex (0.8 RCE per unit) 1.6 2.4 3.2 ❑ 5 or more (0.64 RCE per un PERMIT CENTER No. of Units x 0.64 = ❑ Mobile home space (1.0 RCE per space) No. of Spaces x 1.0 - If Multi- family, will units be sold individually? ❑ Yes -Ne- If yes, will this property have a Homeowner's Association? ❑ Yes ❑ No Sewer District Date of Sewer Connection Side Sewer Permit Number 2- Building Name Print Name of Owner /Representative f 2 l 7 t f `.) 1057 (Rev. 10/041 White — King County Yellow — Local Sewer Agency Pink — Sewer Customer King County Department of Natural Resources and Parks Wastewater Treatment Division For King County Use Only Account # No. of RCEs Monthly Rate 6 Month Rate Required: Property Tax Parcel Number Subdivision Name Subdivision Number Lot Number Block Number Please report any demolitions of pre- existing building on this property. Credit for a demolition may be given under some circumstances. Demolition of pre- existing building? ❑ Yes No Was building on Sanitary Sewer? ❑ Yes ANo Sewer disconnect date: Type of building demolished? Request to apply demolition credit to multiple buildings? ❑ Yes ❑ No Pursuant to King County Code 28.84, all sewer customers who establish a new service which uses metropolitan sewage f. itie sh. I be subs to a capacity char The amount of the charge is established annually by the Metropolitan King County Council as a rate per month per residential customer or residential customer equivalent for a period of fifteen years. The purpose of the charge is to recover costs of providing sewage treatment capacity for new sewer customers. The charge is collected semi - annually. All future billings can be prepaid at a discounted amount. Questions regarding the capacity charge or this form should be referred to King County Wastewater Treatment Division at 206 - 684 -1740. I certify that the information given is correct. I understand that the capacity charge levied will be based on this information and any deviation will require resubmission of cor - ± data etermination of a revised capacity charge. Signature of Owner /Representative Date L I' S fo e Work Location: Indemnification and Hold Harmless and Permit Temporary in Nature Reference Number(s) of Related Document(s): D08 -196 Grantor: PEDERSON'S CLASSIC HOMES, INC., a Washington State Corporation Grantee: CITY OF TUKWILA, a municipal corporation of King County, Washington Along 57 Ave. South, located adjacent to 14111 — 57 Ave. South Abbreviated Work Description: Work within the City Right -of -Way, including driveway access, utilities, undergrounding of power, and storm drainage. NOW, THEREFORE, the parties agree as follows: The Permittee shall indemnify, defend and hold harmless the City, its officers, agents and employees, from and against any and all claims, losses or liability, including attorney's fees, arising from injury or death to persons or damage to property occasioned by any act, omission or failure of the Permittee, its officers, agents and employees, in using the City's right -of -way under this permit. This indemnification and hold harmless shall not apply to any damage resulting from the sole negligence of the City, its agents and employees. To the extent any of the damages referenced by this paragraph were caused by or resulted from the concurrent negligence of the City, its agents or employees, this obligation to indemnify, defend and hold harmless is valid and enforceable only to the extent of the negligence of the Permittee, its officers, agents, and employees. Further, the right -of -way permit herein is wholly of a temporary nature and it vests no permanent right to use whatsoever to the Permittee. IN WITNESS WHEREOF, said individuals have caused this instrument to be executed this Z day of �t �N , 2008. STATE OF WASHINGTON) )ss. County of King I certify that I know or have satisfactory evidence that P DCAD -C F • 1 cir is the person who appeared before me, and said person acknowledged that he signed this instrument, on oath stated that he was authorized to execute the instrument acknowledged it as di e Ot,.[9��. of PXSL9 GIB I'C } ,,0 a corporation, to be the free and voluntary act of such arty for the uses and purposes mentioned in this instrument. Dated (Q (21' - l ® - g san ?ro ds Notary Public in and for the State of Washington residing at k i 6 9 , My appointment expires VD 1 ' 1 11 DATED this 23' day of Jump , 2008 GRANTEE: CITY of TUKWILA By: V %rrc-1.n.sl_ Print Name: James Morrow Its: Public Works Director STATE OF WASHINGTON) )SS. COUNTY OF KING --- ) On this day, before me personally appeared JIM MORROW to me known to be the PUBLIC WORKS DIRECTOR for the City of Tukwila, and executed this instrument on behalf of the City of Tukwila in his capacity as PUBLIC WORKS DIRECTOR and acknowledged that he is authorized to do so at his free and voluntary act and deed, for the uses and purposes therein mentioned. IN WITNESS WHEREOF, I have hereunto set my hand and official seal the day and year first above written. Name: LUr? L° fi ( -der NOTARY PUBLIC, in and for the State of Washington, residing at /L,L . \ My commission expires: 0 S - 0 1 rl - I 0 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, Electr or Plumber License Detail 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 Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date Page 1 of 2 https: // fortress .wa.gov /lni/bbip /printer.aspx ?License= PEDERCH973D4 06/23/2008 AOS (ASTM D4751) .30 -10R sieve size (0.60-0.15 mm) for slit film - 50 iQ0•sieve size (0.30-0.15 mm) for other fabrics Water Pennlnivity 04491) : 0 02:sec� minimum • Grab Tenslle Strength (ASTM D4632)::. 180 Ass. min. for extra strength fabric ' .100lbs. min. for standard strength fabric Grab Tensile Elongation (ASTM D4.632) '30% max. Ultraviolet Resistance (ASTM D430) 70% min. Grab Tensile Strength (ASTM D4751) ' 200 psi min. Grab Tensile Elongation (ASTM D4632) • 3O% max. Mullen Burst Strength (ASTM D3786 -80a) 400 psi min. AOS (ASTM 04751) 20-45 (U.S. standard siave size) Impervious Areas: Existing Residence - Lot 1 Existing Driveway - Lot 1 New Impervious - Lot 2 New Impervious - Lot 3 Total Impervious 20 2,000 SF 2,300 SF 4,000 SF ( assumed) 4,000 SF ( assumed) c 12,300 SF • x 95' - overhang including • gutter Co 1 02•6. ste ii i,.,, •" O 39'49'4 - .. .."->•• \ . '. I tO z Ir elevations © t concrete cu flowline N► c. porch ' _1; •. 1 . south end curbing south end concrete walk (75) street margin per ROS 15/233 chain link fence is 0.9' north & 1.7' west of set rebar w /cap (74) 0,3) 6' y . s southeast corner garage (72) 4 cb rim = 90. i . GRAPHIC SCALE 10• 20 40 ( IN FEET) 1 inch = 20 it. 90. chain link fence is 1.6' north & 1.3' west of set rebar w /cap 9,6 89 ,9 65.00' N89'51'38 "E Earthwork: 56. northwest corner House #14141. 2. All new utilities to be underground. ( ' dN c/e I24/ ri L/ north e d curbing - Ld 73 - 7YP i W/ 7J: Lot 2 Cut 50 CY (est.) Lot 2 Fill 50 CY (est.) Lot 3 Cut 150 CY (est.) Lot 3 Fill 150 CY (est.) Total Cut/Fill 400 CY (est.) Notes: 1. All earthwork to occur during residential construction phase. lag wn 0.5' x• 3. All construction and installation of utilities and drainage will occur during the residential construction phase. /D e..D / /'7/IJN fh"P cb • rim = 81.6' FILE CO Permit No. Plar review approval is subJ Approval of construction the violation of of approved Fie By Date :, 6 City of Tukwila BUILDING DIVISION to OM= and !i .%ions. does ' authorize or o , : -: Receipt Is ado ow edged: ■ JOINTS IN FILTER FABRIC SHALL BE SPLICED AT POSTS. USS STAPLtis, WIRE RINGS, OR EQU NALENT TO ATTACH FABRIC TO POSTS. II II I I it °if "it- 1 =E=11= 11 =11 -. 6' MAX. POST SPACING MAY BE INCREASED TO S IF WIRE BACKING IS USED NOTE: FLIER FABRIC FENCES SHALL SE • INSTALLED ALONG CONTOUR WHENEVER POSSIBLE FIGURE C.3.1.F SILT FENCE INSTALLATION AND MAINTENANCE 0,A 6.a 10 cb rim =100.6 1 0 1.2 01D trench 81. cb rim = 87.0' - 7 ,�1$/L )2 S'L C /f72 , EJ /72 / Lap CON C•, FIGURE C.3.1.E SILT FENCE a MINIMUM 4"x4 'TRENCH BACKFIL TRENCH WiTH NATIVE SOIL OR3r4' -1.5' WASHED GRAVEL. Too- Inda.brlo C'E •/- LAT' - w / ,� - 27.2' BY 1408. WIRE OR EOUNALWY, IF STANDARD S7 RENOTH FABRIC USED 2'k4' WOOD POSTS, STEEL FENCE POSTS. RESAR, OR EQUIVALENT Maintain and cb4n l Construction Schedule: SILT FENCE Purpose Use of a silt fence reduces the transport of coarse sediment from a construction site by providing a temporary physical barrier to sediment and reducing the runoff velocities of overland flow. Conditions of Use Silt fence maybe used downslope of .ail:distu;bedareas..Silt'fence is not intended to treat concentrated flows, nor is it intended to trearsubatantial amounts'of overland flow. Design and Installation Specifications 1. See Figure C.3.1.E and Figure C.3.1F.for details: 2. The geotextile used must meet the standards listed below. A copy of the manufacturer's fabric specifications must be available onsite. 3. Standard strength fabric requires wire•baeking to increase the strength of the fence. Wire backing or closer post spacing may required for extra strength fabric if field performance warrants a strong fence. 4. Where the fence is installed, the slope be no steeper than 2H:I V. 5. If atypical silt fence (per Figure C.3.1.E) is used, the standard 4 x 4 trench may not be reduced as I mg as tiie bottom 8 inches of the silt fence is well buried and secured iu a trench that stabilizes the fence and does not allow water to bypass or undermine the silt fence. Maintenance Standards 1. Any•damage shall be repaired immediately. 2. If concentrated flows are evident uphill of the fence, they must be intercepted and conveyed to a sediment trap or pond. 3. It is important to check the uphill side of the fence for signs of the fence clogging and acting as a . barrier to flow and then causing channelization of flows parallel to the fence. If this occurs, replace the fence or remove the trapped sediment. 4, Sediment•must be removed when the sediment is 6 inches high. 5. If the fil fabric (geotextile) has deteriorated due to ultraviolet breakdown, it shall be replaced. INSTALL DRIVEWAY CULVERT IF .THERE IS A ROADSIDE DITCH PRESENT. AS " PER KING COUNTY .ROAD STANDARDS • 4 " -ti" QUARRY SPAUS .Ct;OTExTILE • 12" URN. THICKNESS RO• REVISIONS No changes shall be made fothe cope Of work without prior approval Tukwila Building Division. NOTE: Revisions additional plan submittal and may inc plan r eview fees SEPARATE PERMIT REQUIRED s e lad Electrical r umbing as Pik city of Tukwila BUILDING DIVISION FIGURE,C,3.1.A STABILIZED CONSTRUCTION ENTRANCE R O cg SOIL LOGS AS PER KING COUNTY ROAD STANDARDS. DRIVEWAYS SHALL BE PAVED TO THE EDGE OF R -0--W PRIOR TO INSTALLATION OF THE CONSTRUCTION ENTRANCE TO AVOID DAMAGING OF THE ROAOWAY IT IS RECOMMENDED THAT THE ENTRANCE BE CROWNED SO THAT RUNOFF DRAINS OFF THE PAD PROVIDE FULL WIDTH OF INORESS/ECRESS AREA No construction will occur as a result of this short plat action. The construction of the two new residences will occur under separate future building permits, each of which will have their own Construction Schedules. In all cases, the erosion control measures recommended here, and shown in detail on future site plans, will be installed prior to any earthwork or utility /drainage installation for the sites. 20 APRIL 07 LOG 1 0 -18" CLAY LOAM (MOTT. 18 -48" GREY SANDY CLAY (MO "CI',) 48- 108 GREY SILTY CLAY (MOTT.) NO WATER ENCOUNTERED LOG 2 0 -54" SILTY BROWM LOAM 54 -84 "+ CLAY LOAM (MOTT.) NO WATER ENCOUNTERED 'RevieNNED FOR CODE COMPLIANCE APPROV .\ut 12 20 7 /T ,9 y 'v7 R I O D OB- I INSTRUCTIONS . Your property contains a stormwater management flow control BMP (best management practice) called a ' 'perforated pipe connection,' which was installed to reduce'the stormwater runoff•impacts of some or all of the•impewlous'surface on your property, .A'perforated•pipe conriection•is a length of drainage conveyance pipe with holes' in'the bottom; designed to "leak" runoff, conveyed by the pipe; into a gravel filled trench where It can be soaked'into the surrounding' soil. The•connection Is- Intended to' pro' vide opportunity for infiltration of any runoff•that Is •being conVeyed•from an Impervious. surface (usually a roof) to a local drainage system such as' a ditch orroadway pipe system. . . The size,afd composition•of;the..perforated pipe connection as dopicted the now control'BMP site plan and design details must bemal itained'arld may'not be changed without written approval either from the King County Water and Land Resources Division or through a•future.devolopmentperrilht from King County. The soil overtop of the perforated portion of the system•rnustnot be compacted or covered with lmpervious.materials. . • i FIGURE C:2.11.A PERFORATED PIPE CONNECTION FOR ASINGLE FA1Y1TL YliESWENCE i random fill t„1, 18° min' • h--� 24" min "- -P•I TRENCH.X •t ••s ' • • , PLAN VIEW OF ROOF . • :NTS.. STABILIZED' CONSTR.UCTIONENII'ItAN CE Purpose . Construction entrances are stabilized to reduce the amount of sediment transported onto paved roads by motor vehicles or runoff by constructing- a•stabilized =pad of quarryspalls at'the entrances to construction sites. . . , , • Application Construction entrances'shall•be stabilized wbeie ;et trafllt will be leaving a construction site and traveling on paved roads or other paved areas within 1,000 feet of the sire: • Design•anci Installation.Speclf(cations • . ' 1. See Figure 0.3.1.,4 for details. , 2. ' A. separation geotextile shall tieplabed uudea`the spells •to prevent ftne:sedialentfrom pumping up into the rock pad. The geotektile shall•meet'1he following standards: • 3. Hog fuel (wood based mulch) may be substituted for or combined with quarry spells in areas that will not be used for permanent roads. The effectiveness of bog fuel is highly variable,-but it has been used successfully on many construction sites, It generally requires mare maintenance than quarry spells. Hog fuel is not recommended for entrance stabilization in urban areas. The; inspector may at any time require the use Gf quarry spells if the.hog fuel is not preventing sediment from being tracked onto pavement or if the hog fuelis being carried onto pavement. HogffTtelis prohibited in permanent roadbeds because organics' in the subgrade soils cause difficulties wiib compaction. . 4. Whenever possible, the entrance shall be constructed on a firm, compacted subgradc. This can substantially increase the effectiveness of the pad and reduce the need for maintenance. Ut.14 Moir /fl R idvne Maintenance 1. Quarry spells (or hog fuel) shall be added if the pad is no longer in accordance with the specifications. 2. If the entrance is not preventing sediment from being tracked onto pavement, then alternative measures to keep the streets free of sediment shall be used This may include street•sweeping, an increase h dimensions.of the izanoe, or.the installation a .wash. If washing is as it shall be done in t on e an area covered wit crushed mere, and.wash water of sh wheel aU drain to a sediment trap or pond.. 3. Any sediment that is tracked onto pavement•sball be removed imtuediatelyby sweeping. The sediment collected by sweeping shall be removed or stabilized onsite. The pavement shall not be cleaned•by washing down the street, except when sweeping is ineffective and there•is a threat to public safety. lilt is necessary to wash the streets, a small sump must be constructed. The sediment would then be washed into the stunp where it can be.contrcllcd and discharged appropriately. 4. Any quarry spills that are loosened from the pad and end up on the'roadway shall be removed. immediately. VICINITY MAP ' filter'fabric B pipe • 1 "' -• 1 •Washed• rock • .. slope RECEIVED MAY 21 nut lc i:oad' ••' •drainage system 2'X'10' ' lovel'trencb w /part. pipe • RECEIVED MAY 0 7 2007 co a) co N 07 G td ch co - '- I- z d w ce 0 z ❑ z I- w O a 2 W fA BROBST DESIGN WORKS 1708 187TH AVE NE BELLEVUE WA 98008 CONTACT: DAN BROBST 206.409.6690 CONTACT: BETH JENSEN DESIGNER STRUCTURAL ENGINEER JENSEN ENGINEERING, PLLC. 1204 5TH ST KIRKLAND WA 98033 425.466.4693 REVISIONS PLAN DESCRIPTION FLOOR AREA: MAIN LEVEL: UPPER LEVEL: TOTAL: 1155 S.F. 1658 S.F. 2813 S.F. GARAGE: FRONT PORCH: 543 S.F. 189 S.F. SINGLE FAMILY RESIDENCE WOOD FRAME STRUCTURE BASEMENT SPACE FOUNDATION DETACHED RESIDENCE WITH ATTACHED GARAGE BUILDING CODE / ENERGY COMPLIANCE 2006 INTERNATIONAL RESIDENTIAL CODE 2006 WASHINGTON STATE ENERGY / VIAQ PEDERSON'S CLASSIC HOMES INC. 27148 12T ' AVE S. D S N901 +` . ES WA 98198 206.947.0638 PLAN 2813 - TUKWILA LOT 2 ISSUE 1.19.08 - ORIGINAL PERMIT SET ISSUE SHEET INDEX COVER SHEET SHEET Al SHEET A2 SHEET A3 SHEET A4 SHEET A5 SHEET El SHEET AD1 PLAN INFORMATION FOUNDATION PLAN, MAIN & UPPER FLOOR FRAMING PLANS MAIN & UPPER LEVEL FLOOR PLANS ROOF FRAMING PLANS ELEVATIONS SECTION MAIN & UPPER LEVEL ELECTRICAL PLANS ARCHITECTURAL DETAILS 11(o REVIEWED FO COMPLIANCE CODE APPROVED 2 2008 ` bKobS7 DESIGN W ?KKS 1708 187TH AVE NE BELLEVUE, WA 98008 206.409.6690 N 1 7 o . , J o0 < C N J Z F- SHEET S1 SHEET S2 SHEET S3 SHEET N.1 SHEET N.2 STRUCTURAL NOTES STRUCTURAL DETAILS STRUCTURAL DETAILS ENERGY COMPLIANCE / NOTE SHEET GENERAL NOTE PAGE RECEIVED CITY OF TUKWILA APR 18 2008 PERMIT CENTER 31.1 C4ty Df rukvida BUILDING DIVISION REVISED 1/4"=1'- 0" SCALE 1.19.08 DATE BURNETT2 -E COMPUTER FILE NAME COVER SHEET NUMBER b u) / // /// //// // // //// 7..1• Y9Y //f // // p ¢+.ham //// /H// /H/ //y7 CV E T P L. 1 L 6 MIL. I BLACK POLY VAPOR BARRIER THROUGHOUT W/ 2 #4 EA. WAY U_ • s!4 — MEWL N J T MEMO Al ( III ` cv i 0 441 Ai0; rd FA; 111111 � I FILL 1I �� _ I 101 MI �® % �4q �i LCD LCD (I) Cl) Ca Ca VD VD CNI _ _ WOOD RIM CRAWL SPACE VENTS LOCATE AS SHOWN 4" CONC. SLAB ON GRADE W/ FIBERMESH REINFORCEMENT 0/ 2" GRAVEL BASE 0/ 6 MIL POLY. V.B. SLOPE 1/4" PER FOOT TOWARDS DOORS CONT. FOOTING EXPANSION JOINTS AS SHOWN In Cr) Cl) a Cl) V) CV CV AS REQ'D 4x4 POST ABOVE W/ (2)A35 @ BASE, ALL PORCH POSTS 40' - 0" 40' -0" FOUNDATION & MAIN FLOOR FRAMING PLAN 18' -O" 1' - 4" HDU8 - SDS2.5 8" STEM WALL TYP. UNO TYP HDU8 - SDS2.5 AS REQ'D AS REQ'D HDU8 - SDS2.5 VENTILATION: PROVIDE 1 SOFT. VENTILATION PER 150 SOFT. UNDER FLOOR AREA 1155 SOFT UNDERFLOOR AREA / 150 = 7.7 SOFT. VENTILATION REQUIRED 7.7 SR FT VENTING REQUIRED / .6042 SQ FT PER VENT = 12.74 TOTAL NUMBER OF 16 "x6" WOOD RIM VENTS REQUIRED PROVIDE A MINIMUM OF (13) 16°x6' FND VENTS (NET VENTING AREA OF 14.5 "x6" = 87 SQ IN OR .6042 SOFT) 2x6 HF @ 16" Q.C. WALL STUDS AT EXTERIOR TYP. (3) STUDS (3) STUDS (4) STUDS 0 I Vir d p r p 4 1 • • PL Ark J J w L- 52 tik (3) STUDS MSTC52 ALIGN W/ SHEARWALL A II ■ • 0 • A, AlliliSMIMY 0 II LI Q L DO NOT BEAR GIRDER TRUSS ON THIS POST STUDS Nir 1 - 1 MSTC4O I V I i 00 (2) 2x6 HDR OR 4x6 HDR (2) STUDS 2) 2x10 - HDR OR 4x10 HDR MSTC6 : II r Ak GIRDER TRUSS NON- BEARING WALL NON- BEARING WALL CO CO X CV p PL PL MS C28 MS 28 MS C28 (2) 2x6 HDR PL OR 4x6 HDR GIRDER TRUSS ALIGN W/ SHEARWAL n F — C, Cr) (2) 2x 0 HDR DR 4x10 HDR 2x4HF ®16 "O.C. —WALL STUDS AT INTERIOR TYP. U.N.O. — H I II I II II II - —I (2) 2x6 HDR I I OR 4x6 HDR II 11 I (3) STUDS IL PSL 7x11 -7/8 2.0E DROP ED BEAM (12" MAX. DEPTH) (2) STUDS fry vide. 444-s tp 4 mug-U.01 v nut. �y{v A .S kl/0$ 619 chum 1000 s(• ihkAk pet40 1vI as .hvov AR.444 r ' to 2-" J qq 1 U �5 �, UGrr+� w 3 �n ' � � VI D C/ d 4 6-444-44 •p s . " sty UPPER FLOOR FRAMING PLAN r Alk WSI M MSTC52 r co CO C (3) STUDS (4) STUDS (2) 2x6 HDR OR 4x6 HDR GIRDER TRUSS (2) STUDS (2) 2x6 HDR OR 4x6 HDR (3) STUDS (2) STUDS MSTC66 MSTC6 (2) 2x6 HDR OR 4x6 HDR DF #2 STUD WALL, THIS WALL (3) STUDS PL (3) STUDS CO N YP (3) STUDS N (2) STUDS NO SPLICES (2) STUDS NO SPLICES (3) STUDS MSTA49 MSTA49 MSTA49 MSTA49 1 3. FLOOR DIAPHRAGM NAILING 8d@6" O.C. @ PANEL EDGES AND 12" O.0 IN FIELD CC s k-EVIEV■ED FOR CODE COMPLIANCE OVED JUN 1.2 2008 Cif Of Tub BUILDING DIVISION RECEIVED CITY OF TUKWILA APR 1 8 2008 PERMIT CENTER FRAMING NOTES: 1. TYP. JAMB STUDS = 1 TRIMMER + 1 KING STUD U.N.O ON PLAN. (2) OR (3) STUDS INDICATES NUMBER OF TRIMMERS REQUIRED. 2. EXTERIOR WALLS - 2x6 0 16" O.C. INTERIOR BEARING WALLS - 2x6 ® 16" O.C. NON- BEARING INTERIOR WALLS - 2x4 ® 16" O.C. BALLOON FRAMED EXTERIOR WALLS - 2x6 @ 12" Q.C. NO SPLICES 1708 187TH AVE NE BELLEVUE WA 98008 206.409.6690 unni N 0 N J a0 < ( N J Z Y • U Z N W 0 Ci) Cf) U J U N Z 0 Cf) C1 w 0 w a 12 cf) 0 0< .J J 0 6 0 0 - Z 0 U— REVISED 2.01.08 D.B. DRAWN 1 /4 " =1' -0" SCALE 1.19.08 DATE TUKWIL LOT 2 - P COMPUTER FILE NAME Al SHEET NUMBER / A COVE ED PORCH STEP (7. 5" MAX PORCH IS TO BE ' LUSH W/ BOTTOM OF THRES OLD AND IS TO SLOPE NO ORE THAN 1/4" PER FOOT A AY 36" HIGH GUARDRAIL 5 -0x•-0 XO 0 5 -0x4 -6 XO DISP DW PROVIDE 2x CAB. BACKING @ 82" KITCHEN AT ALL UPPERS PIPE BOLLAR 6' -0" REFRIG 1 -3/4" SOLID -CORE — TIGHT FITTING DOOR W/ 20 MINUTE MIN. RATING IRO R309.1 GARAGE CONC STEP 5 5/8" TYPE "X" G.W.B. ON ALL WALLS AND CEILING, WRAP EXPOSED POSTS AND BEAMS. 16 -0x7 -0 OHD DINING MFD. GAS BURNING F.P. INSTALL PER MFR'S INSTRUCTIONS AND CODE. GREAT ROOM 5 -0x6 -0 XO FIRE BLOCKING NOTE PROVIDE FIRE BLOCKING AT THE FOLLOWING LOCATIONS: - AT ALL INTERCONNECTIONS BETWEEN CONCEALED VERTICAL AND HORIZONTAL SPACES. - IN CONCEALED SPACES OF 51UD WALLS AND PARTITIONS INCLUDING FURRED SPACES AT THE CEILING AND FLOOR LEVELS AND AT 10 FT. INTERVALS BOTH VERTICAL AND HORIZONTAL - IN CONCEALED SPACES BETWEEN STAIR STRINGERS AT THE TOP AND BOTTOM OF THE RUN AND BETWEEN STUDS ALONG AND IN LINE WITH THE RUN OF STAIRS IF THE WALLS UNDER THE STAIRS ARE UNFINISHEC -IN OPENINGS AROUND VENTS, PIPES, DUCTS, CHIMNEYS, FIREPLACES AND SIMILAR OPENINGS THAT AFFORD PASSAGE FOR FIRE AT CEILING AND FLOOR LEVELS, WITH NONCOMBUSTIBLE MATERIALS. - AT OPENINGS BETWEEN ATTIC SPACES AND CHIMNEY CHASES FOR FACTORY BUILT CHIMNEYS. 40' -0" MAIN LEVEL FLOOR PLAN ELECTRICAL PANEL FRAMING NOTE: AT ELECTRICAL PANEL, PLACE (2) FULL HEIGHT STUDS ON EITHER SIDE OF BLOCKOUT. WALL TOP PLATES TO BE CON11NUOUS OVER BOX BLOCKOUT AND SUPPORT STUDS. MAX. BLOCKOUT OPENING WIDTH IS 16 ", (ACTUAL R.O. 14.5') \ AA A5 FLOOR AREA: MAIN LEVEL: UPPER LEVEL: TOTAL: 1155 S.F. 1658 S.F. 2813 S.F. GARAGE: FRONT PORCH: 543 S.F. 189 S.F. N) u) UPPER LEVEL FLOOR PLAN NOTE: (SG) DENOTES SAFETY TEMPERED GLASS x CID a ,n 6 p 0 p 5' -6" 1O' -1" 5 —Ox4 -6 XO 5' -6" 22' -0" P • mow- 0 110v ELECTRICAL NOTE: ALL SMOKE DETECTORS TO BE 110V. INTERCONNECTED WITH BATTERY BACK —UP 1 8 , -5 " 5'-6" 40' -0" 3'-6" / 4 -0x4 -0 XO (SG) 6 -0 SOAKER TUB BEDROOM 4 5 -0x4 11' -0" R&S 6 XO 5' -6" 40'-0" 2 -6 6'-3” O 110v 6'-3" 5 -0x4 -6 XO 5 -0x4 -6 XO PLUMBING NOTE: CLOTHES WASHER AND DISH WASHER MUST BE INSTALLED WITH WATER— HAMMER PREVENTION DEVICES. 18 5-6" 5 ,_ g „ 18' -0" 5 -0x4 -6 XO 6' -3 E BEDROOM 2 R &S MST. CLOSET R &S 0 SHOWER vor BEDROOM 3 B —VENT 0 MASTER BATH LAUNDRY 6 -6 36" HALF WALL BONUS ROOM 10' -0" MASTER SUITE U a x Q Il L) c Q � i c& � 0 I AI il L) W DF #2 STUD WALL THIS LINE 5 -0x4 -6 XO 6'-O" J CV 0) \ gUl - 0114° 0) \ \ CODE P ROVED OW 01100 RECEIVED CITY OF TUKWILA APR 18 2008 PERMIT CENTER S DENOTES MIN. 50 CFM EXHAUST FAN., UNO ALL FANS MUST VENT TO THE OUTSIDE I a 1 10v DENOTES SMOKE DETECTOR LOCATION ALL SMOKE DETECTORS TO BE 110V. _ INTERCONNECTED WITH BATTERY BACK -UP 1708 187TH AVE NE BELLEVUE WA 98008 206.409.6690 N 0 wirm J CO < z 4<( F- Z oo Wr O " = 0) z: U Cn cn Q J U Cl) o cd O W (/) W O W REVISED 2.01.08 D.B. DRAWN 1/4"=1'-0" SCALE 1.19.08 DATE TUKWIL LOT 2 - P COMPUTER FILE NAME A2 SHEET NUMBER 1708 187TH AVE NE BELLEVUE WA 98008 206.409.6690 wirumem U C7) C /1 J U Z 0 w 0 w a 2.01.08 DRAWN 1 / 4=1 -0 SCALE 1.19.08 DATE TUKWIL LOT 2 - P COMPUTER FILE NAME (2)2x6 STUDS 7 i r A / PSL 2x11 -7/8 HD' MSTC40 T7 5 :12 8 A I A t e 5:12 CONT. PLYWOOD ROOF TO BOTTOM OF FLOOR TRUSSES, TYP. 2x8 LEDGER W/ (4)16d @ 16" O.C., TYP. & 16d @ 4" O.C. TO 2x BLKG BETWEEN STUDS (2)2x6 STUDS LOWER ROOF FRAMING PLAN A re r FD. T USSES H 4x8 HD' CONT. HUC48 HANGER © 24" DF #2 STUD WALL THIS LINE 0.C. I PA d " PT 4x4 HF #2 POST W/ ACE4, TYP @ EA. PORCH POST ATTIC VENTILATION: MINIMUM ATTIC VENTILATION SHALL BE 1/300 OF THE ATTIC PLAN AREA. UPPER VENTING SHALL BE PROVIDED BY ROOF JACK VENTS VENTS LOCATED A MINIMUM OF 3 FEET ABOVE THE EAVE VENTS. EACH JACK VENT PROVIDES .347 SF OF VENTING PER JACK LOWER VENTING SHALL BE EAVE VENT BLOCKS W/ (3) 2" DIA SCREENED HOLES PROVIDING A NET VENT AREA OF 9.42 SQIN. =0.065 SQ FT & AF-50 ROOF JACKS LOCATED A MAX. OF 2' -11" ABOVE THE EAVE VENTS. EACH JACK VENT PROVIDES .347 SF (50 SQ. INCHES) OF VENTING PER JACK 1669.0 SQ. FT ATTIC AREA / 300 = 5.57 SQFT. VENT'G REQ'D 2.79 SOFT. OF VENT'G TO BE PROVIDED BY SOFFIT VENTS AND 2.79 S.F BY GABLE VENTS. 2.79 SOFT. / 0.34 SOFT PER JACK VENT = 8.2 (9) ROOF JACK VENTS REQ'D 2.79 SQFT. / 0.069 SQFT PER EAVE VENT = 40.34 (41) EAVE VENTS REQ'D Hi HURRICANE CLIP ON EA. TRUSS, EA. END 2x6 @ 16" O.C. EXTERIOR WALLS TYP., UNO. (2) ►x6 HD OR x6 HD II II Ara 2) 2x11 HDR OR 4x11 HDR (2) . 10 HD OR 10 HD' M I� MSTC4 \I ■I� �C I -- - - "- -r IMIEIMI / I h _ MFd' i y¢ RJ RJ RJ y RJ As q 4 17/// /GY /.%/p��7///// ////// .�/�13 n:q////R///%f/ /////.0. .//l6 / /Lf/H/.///7 y MSTC40 GABLE END (2) 2x6 HDR 5:12 P o (2J 2x6 HDR / (2) 2x6 HDR GABLE END OR 4x6 HDR OR 4x6 HDR — — . , — .. 5:12 RJ 5:1 ) GIRDER TRUSS A CC CC == N d c.0 CO N 'd C=1 GI CsD C.0 N 2x4 @16 "0.C. INTERIOR NON- BEARING WALLS TYP., UNO (3)2x6 STUDS TYP TYP D� (3)2x6 STUDS CONT. METAL GUTTERS TYP (3)2x6 STUDS UPPER ROOF FRAMING PLAN DS (3)2x6 STUDS (2)2x6 STUDS DF #2 STUD WALL THIS LINE (2)2x6 STUDS (5)2x6 STUDS DS TYP (2)2x6 STUDS (2)2x6 STUDS (2)2x6 STUDS (2)2x6 STUDS NO SPLICES (2)2x6 STUDS NO SPLICES REVIEWED N CE CODE APPROVED IUN 2. 2.008 RECEIVED CITY OF TUKWILA APR 18 ZUUB PERMIT CENTER 1 City Of iukOla BUILDING . D �I . FRAMING NOTES: 1. TYP. JAMB STUDS = 1 TRIMMER + 1 KING STUD U.N.O ON PLAN. (2) OR (3) STUDS INDICATES NUMBER OF TRIMMERS REQUIRED. 2. EXTERIOR WALLS - 2x6 @ 16" O.C. INTERIOR BEARING WALLS - 2x6 ® 16" O.C. NON- BEARING INTERIOR WALLS - 2x4 @ 16" O.C. BALLOON FRAMED EXTERIOR WALLS - 2x6 @ 12" O.C. NO SPLICES 3. ROOF DIAPHRAGM NAILING 8d@6" O.C. @ PANEL EDGES AND 12" O.0 IN FIELD 4. Hi @ EACH TRUSS / RAFTER SHEET NUMBER 1708 187TH AVE NE BELLEVUE WA 98008 206.409.6690 um) w O U J U Z 0 Cr) w 0 w a DRAWN 1 /4 " =1 0 „ SCALE 1.19.08 COMPUTER F7LE NAME SHEET NUMBER REVISED DATE TUKWIL LOT 2 - E SOUTH ELEVATION NORTH ELEVATION COMPOSITION ROOF SHINGLES 11■11�111111 .1._ _.■1111 IIIIII NIPI '`� . ►mi1111�■1� _ �1 ..r 1n!1� 11m1�■ 1i .Ir•11�111■ � 1�.,... I - - -. ■1 ■� INN ' ``� I dU " ulUil WNW U t - 11.111■om■1■1■mil■EN 111111111i1■111■1 MEI r© MI gm III ■ • ink • amikIIME ■■■rNr` goal is ammo m i m an 7 i■ rM■11 MN j I , 411.11....11"1'.."'i-L M IM M illilliiiiiiii i i lllllE l IIII M ■ ■ FLOO 1x4 PRE - PRIMED TRIM 0/ 2x8 PRE - PRIMED BARGE BOARD CEDAR SHINGLE SIDING 5/4x6 HEAD TRIM WI 5x4x4 SIDE AND STOOL OPT. 2x3 WINDOW SILL PROVIDE 15' BEVEL TO SILL 2x8 BAND W/ "Z" FLASHING 5/4x4 CORNER BOARDS HARDIPLANK SIDING 8" MAX. EXPOSURE CONTINUOUS METAL GUTTERS 2x8 BAND W/ "Z" FLASHING CULTURED STONE VENEER EAST ELEVATION WEST ELEVATION TOP OF PLATE WINDOW HDR FLOOR LINE TOP OF PLATE WINDOW HDR LINE co OPENING BETWEEN BALLUSTERS TO BE LESS THAN 4 ", TYP. SITE BUILT TAPERED COLUMNS GRADE 98' -0" AT GARAGE GRADE 94' -0" BOTTOM 92' -0" FND. CODE COmQL AP PROVE .u14 1 2 20 City O f T BO1LpI P SION RECEIVED CITY OF TUKWILA APR 18 2008 PERMIT CENTER 1 I� 1 1 I 1708 187TH AVE NE BELLEVUE WA 98008 206.409.6690 um) w O U J U Z 0 Cr) w 0 w a DRAWN 1 /4 " =1 0 „ SCALE 1.19.08 COMPUTER F7LE NAME SHEET NUMBER REVISED DATE TUKWIL LOT 2 - E SOUTH ELEVATION NORTH ELEVATION COMPOSITION ROOF SHINGLES 11■11�111111 .1._ _.■1111 IIIIII NIPI '`� . ►mi1111�■1� _ �1 ..r 1n!1� 11m1�■ 1i .Ir•11�111■ � 1�.,... I - - -. ■1 ■� INN ' ``� I dU " ulUil WNW U t - 11.111■om■1■1■mil■EN 111111111i1■111■1 MEI r© MI gm III ■ • ink • amikIIME ■■■rNr` goal is ammo m i m an 7 i■ rM■11 MN j I , 411.11....11"1'.."'i-L M IM M illilliiiiiiii i i lllllE l IIII M ■ ■ FLOO 1x4 PRE - PRIMED TRIM 0/ 2x8 PRE - PRIMED BARGE BOARD CEDAR SHINGLE SIDING 5/4x6 HEAD TRIM WI 5x4x4 SIDE AND STOOL OPT. 2x3 WINDOW SILL PROVIDE 15' BEVEL TO SILL 2x8 BAND W/ "Z" FLASHING 5/4x4 CORNER BOARDS HARDIPLANK SIDING 8" MAX. EXPOSURE CONTINUOUS METAL GUTTERS 2x8 BAND W/ "Z" FLASHING CULTURED STONE VENEER EAST ELEVATION WEST ELEVATION TOP OF PLATE WINDOW HDR FLOOR LINE TOP OF PLATE WINDOW HDR LINE co OPENING BETWEEN BALLUSTERS TO BE LESS THAN 4 ", TYP. SITE BUILT TAPERED COLUMNS GRADE 98' -0" AT GARAGE GRADE 94' -0" BOTTOM 92' -0" FND. CODE COmQL AP PROVE .u14 1 2 20 City O f T BO1LpI P SION RECEIVED CITY OF TUKWILA APR 18 2008 PERMIT CENTER bK9bST DESIGN WaRKS'' 1708 187TH AVE NE BELLEVUE WA 98008 206.409.6690 U Z N W U N ci) U u1 z 0 w 0 w a DRAWN 1 /4 " =1' -0" SCALE 1.19.08 DATE TUKWIL LOT 2 - E COMPUTER FILE NAME SHEET NUMBER FIRE BLOCKING NOTE PROVIDE FIRE BLOCKING AT THE FOLLOWING LOCATIONS: - AT ALL INTERCONNECTIONS BETWEEN CONCEALED VERTICAL AND HORIZONTAL SPACES. - IN CONCEALED SPACES OF STUD WALLS AND PARTITIONS INCLUDING FURRED SPACES AT THE CEILING AND FLOOR LEVELS AND AT 10 FT. INTERVALS BOTH VERTICAL AND HORIZONTAL - IN CONCEALED SPACES BETWEEN STAIR STRINGERS AT THE TOP AND BOTTOM OF THE RUN AND BETWEEN STUDS ALONG AND IN LINE WITH THE RUN OF STAIRS IF THE WALLS UNDER THE STAIRS ARE UNFINISHEC - IN OPENINGS AROUND VENTS, PIPES, DUCTS, CHIMNEYS, FIREPLACES AND SIMILAR OPENINGS THAT AFFORD PASSAGE FOR FIRE AT CEILING AND FLOOR LEVELS, WITH NONCOMBUSTIBLE MATERIALS. - AT OPENINGS BETWEEN ATTIC SPACES AND CHIMNEY CHASES FOR FACTORY BUILT CHIMNEYS. INSULATION NOTE: REFERENCE SHEET N1 FOR ALL INSULATION TYPES AND U- VALUES � �_..AA.AaiiA. LILIMPLi,�i3O�LIAILI.,.i MILL. ••••00•• 1�+- .. .....1.�i...ii..�.iiiiJ.i...ii' I ' �� :. SEN . w: w: ww: w: w: w :ww:w:�.w:w:w:w:w:www:w:warinri : w: w: w: w: w: w: wwwAm w:::. w :w: : :w:w:4:w:w:iw:w;w:�rw;w:iw. � .i?�?s �w:ww.�sw:wwwww:ww:wwwrww :wcww�ww� J BONUS ROO 20" OP:N WEB FLOOR TRUSSES SPACED PER PLAN MASTER BEDROOM R -21 INSULATION, TYP. ART NICHE BEYOND 4" T &G SUB -FLOOR GLUE AND NAIL R -30 INSUL FAMILY FOYER I L ∎ I" ? 5 i'�� ?‘ 5 5 r+*i r 5 �I.+ +�i�'..l i��`� �Wi��i�i+.��������' 5 ll T 1 PORCH 4" 11GHTLINE DRAIN FROM ALL DOWNSPOUTS, CONNECT TO APPROVED STORM DRAIN SYSTEM 4" PERF. DRAIN PIPE W/ DRAIN ROCK AND FILTER =1 1 =1 I I -III =I - II - 1 -I -11_1 I I 111 ROOF CONSTRUCTION CARDBOARD BAFFLE, TYP. AT EA. VENT BLOCK PROVIDE NERVASTROL OR METAL FLASHING AT ALL WOOD TO CONCRETE CONNECTIONS COMPOSITION ROOF ON 30# FELT o/ 7/16" OSB" 2X RAFTERS OR PRE - MANUFACTURED TRUSSES o/ R =38 INSULATION o/ 1/2" G.W.B. =1 I= 11 11 =111 = 1 I =1 =1 I I =1 =1 1= =1�1- ICI- 1�1= 1�1 -1�1= III =1�1- III -I�1 -� 1 1 I 1 11 III — III — III — III —I 11 =1 I —I 11 =1 11 =1 1 -1 I I I I I I II I I 1 111111111111111111111111111 �111E111- WI 11 -111I =1 I' -1 1 -1 I ICI I I - 1 I I I I 1 I - PREMANUFACTURED ROOF TRUSSES SPACED PER PLAN SECTION AA EXTERIOR WALL CONSTRUCTION SIDING o/ 14# FELT o/ 1/2" RATED OSB o/ 2x6 STUDS PER PLAN R =21.0 INSULATION w/ V.B. o/ 1/2" G.W.B. 2x6 OVERFRAME 11 1 111= 1 _ " iTi Ti 1TI - 1TI — I 1=111=111=111111=111=111= 1 l l l 1 _1 ,111 1 FLOOR CONSTRUCTION R -38 INSULATION 111, ,111- 111.-111 III III III III —I 1 IRDERS AND FLOOR JOISTS PER STRUCTURAL PLANS FINISH FLOOR o/ 3/4" T & G PLYWOOD o/ JOISTS PER PLAN o/ R =30 INSULATION ABOVE NON- HEATED AREAS 6 MIL POLY VAPOR BARRIER =1 I 1 1 11 _ III - 1117 1 = III- ' III TOP OF PLATE HEADER HEIGHT SUB -FLOOR LINE TOP OF PLATE HEADER HEIGHT STAIR CONSTRUCTION GRADE, SLOPE AWAY i t- 2x12 STRINGERS 1 - 1 /8 PLYWOOD TREADS 1/2" TYPE X GWB @ USEABLE SPACE UNDER STAIRS FIREBLOCK BETWEEN STUDS ALONG RUN AND @ MID POINT BETWEEN STRINGERS SUB -FLOOR LINE ci REVIEWED FOR. CODE COMPLIANCE APP WED ,UN 1 2 2000 BUILDING DIVISION RECEIVED CITY OF TUKWILA APR 18 'LOW PERMIT CENTER ELECTRICAL LEGEND . STANDARD SWITCH 4 SPECIAL PURPOSE CONNECTION 3 TWO -WAY SWITCH ® EXHAUST FAN (MIN 50 CFM.) D DIMMER SWITCH • CEILING MOUNT FIXTURE ® MULTI -MEDIA JACK RECESSED CAN I REMOTE BUTTON 0 FLUORESCENT WALL MOUNTED FIXTURE O THERMOSTAT • WALL MOUNTED FIXTURE 6 DOOR BELL RINGER p n n. 30" BAR LIGHT o PHOTO -EYE AT GARAGE DOOR 0 C) C) C) n. 54" BAR LIGHT 121 AIR CONDITIONER HOOK -UP Q 110v S.D. SMOKE DETECTOR W/ BATTERY BACK -UP P 1 UNDER CABINET LIGHTS 110v DUPLEX OUTLET COMBO `I ' 9 FAN / LIGHT COMBINATION dib 220V OUTLET dGFI 110v GFI DUPLEX OUTLET HALF -HOT DUPLEX OUTLET 6 WP WEATHER -PROOF DUPLEX OUTLET SURFACE MOUNT FLUOESCENT FIXTURE dii)WP WEATHER -PROOF 220v. OUTLET ® SPECIAL PURPOSE CONNECTION OUTLET IN UPPER CAB. FOR FAN p / / / / / //� // COVERED PORCH/ MAIN LEVEL ELECTRICAL PLAN 7 G DENOTES MIN. 50 CFM EXHAUST FAN., UNO ALL FANS MUST VENT TO THE OUTSIDE i Q 1 1 Ov DENOTES SMOKE DETECTOR LOCATION ALL SMOKE DETECTORS TO BE 110V. INTERCONNECTED WITH BATTERY BACK -UP NOTE: ANYRECLISEILIGHT FIXTURE IS TO HAVE PROPER PROTECTION SO THAT THE FIXTURE WILL NOT BECOME OVERHEATED ST, CLOSET BEDROOM 2 BEDROOM 3 8 ROOM I .<)! EEMMormormmI LAUNDR D • • & BEDROOM 4 MFG /m/ //� / //�// ago /�mr D�9/ �� � �/ ia�/u�r�/i/ A MA7 R(SUITE UPPER LEVEL ELECTRICAL PLAN J itektiON APPVIO 01 ' 2, goo$ City VoNilaC RECEIVED CITY OF TUKVVILA APR 18 2008 PERMIT CENTER K 6ST DESIGN WKKS 1708 187TH AVE NE BELLEVUE WA 98008 206.409.6690 z a 0 H U � I W U Z D.B. CO w O U c7) N J U Cl) Z O w 0 w a 2.01.08 DRAWN SCALE 1.19.08 COMPUTER FILE NAME E1 SHEET NUMBER REVISED DATE TUKWIL LOT 2 - P KNEE BRACE INN PLUG BOLT HOLES, TYP. 1/2" CHAMFER TYP., AS SHOWN (2) 1/2" LAG BOLTS HORIZONTAL LAP SIDING 0.5.8 SHEATHING 4x4 CEDAR TYP. EDGE DETAIL @ GARAGE DOOR 2' -D" INSIDE (2) 1/2" LAG BOLTS LAGS INTO SOLID BLOCKING, TYP. GARAGE DOOR STOP BLOCK 2x TRIM, RIP TO FIT 5/4x4 TRIM 1 ,, 9 ,E FURR DOWN FOR ARCH PER ELEVATIONS / `Ii ■• ilk 1 II\ - ni.. IM1151111=5 1 1 — MANUFACTURED STONE VENEER CEMENT GROUT BETWEEN STONES PORCH BEAM PER PLAN PT POST PER PLAN 1x2 ACCENT TRIM 1 - 1 /2" = 1' 2x4 COLUMN BASE FRAME F PREMANUFACTURED TRUSSES SPACED PER PLAN COLUMN DETAIL (2) 1/2" LAG BOLTS TAPERED COLUMN- USE 3/4" MEDEX GLUE & NAIL EDGE OR 3/4" MDO PLYWOOD (PROVIDE CORNER TRIM W/ MDO) SIMULATED STONE WATER TABLE 1/2" PT PLYWOOD W/ 30# FELT PAPER WRAP SIDING PER ELEVATIONS 1" CLEARANCE ABOVE FLASHING CORROSIVE RESISTANT "Z" FLASHING HEAD TRIM WINDOW PER PLAN 1" CLEARANCE ABOVE FLASHING CORROSIVE RESISTANT "Z" FLASHING TRIM BAND PER ELEVA11ONS NTS OSB SHEATHING 3/4" = 1 B 1" CLEARANCE ABOVE FLASHING CORROSIVE RESISTANT "Z" FLASHING BELLY BAND PER ELEVATIONS FLASHING IS REQUIRED ABOVE ALL ALL PROJECTING EXTERIOR TRIM "Z" FLASHING DETAILS G 3/4" = 1' SIDING PER ELEVATIONS TUCK FLASHING UNDER SIDING PRODUCT GAP (VARIES) PER TYPE OF SIDING 1" MIN. SEE SIDING SPECIFICATIONS SLAB ON GRADE SLOPE PER PLAN - n I NERVASTROL OR CORROSION RESISTANT METAL 26 GA. FLASHING 0/ 15# FELT INSTALLED BETWEEN CONCRETE AND WOOD. EXTEND FLASHINGUP WALL FRAMING AND ONTO CONCRETE FOUNDATION STRUCTURE PER ENGINIEER II IIIJ N PORCH SLAB TO WOOD CONNECTION SIDING PER ELEVATIONS 1 CLEARANCE ABOVE FLASHING CORROSIVE RESISTANT \ '7" FLASHING \ 2x4 CAP TRIM W/ --, 15' BEVEL 1x4 SHADOW TRIM 2x12 BAND TRIM ALL TRIM BOARDS TO BE PRE - PRIMED MATERIAL BUILT UP TRIM SIDING PER ELEVATIONS VENT PER PLAN PRE -MFR. THERMOPLASTIC —\ VENT WELL n i= '' I ����11��1 11-1- �1 11 1 1�� 11i � 4r 11 II n - �II —�� j Xj� �i 11 11111 u' u I °IIF711 N 1 Ik 11 TI ��— I II 1 q= 1 n 11 4 7 =III -1 INSTALL BAFFLES AT ALL RIM VENTS INSULATION BAFFELS @ RIM VENTS 3/4" = 1' H 3/4" = 1 C NTS 0 111' M _ SIDING PER ELEVATIONS O.S.B SHEATHING 5/4x4 CORNER BOARDS LISTED AND RECOGNIZED SESMIC STRAPPING EQUALLY SPACED CIRCLING TANK FROM BOTH SIDES M CORNER TRIM DETAIL 4" MIN, 12" MAX. WOOD STUDS & 1/4x2 -1/2" LAG BOLTS INSULATED FLEXIBLE WATER CONNECTIONS TYPICAL STAIR DETAIL 1 -1/2" = 1' GYPSUM WALL BOARD 2x FIREBOCKING TOP & BOTTOM AND AT WALL ALONG STRINGERS BETWEEN STUDS. DBL. JOIST OSB FILLER r A3,5 CLIP NAILS 2x6 2x6 CLEAT X11 , 1 1 (3)2x12 STRINGERS 3/4" PLYWOOD RISERS PROVIDE DBL. LAYER 5/8" TYPE "X" G.W.B. SEE SECTIONS WHERE OCCURS U.N.O 1 MIN // 2x4 BLOCK A35 T1C0 NAILS 1-1/8" 1 -1/8" BULLNOSE PLYWOOD TREADS °? N) 3/4 " =1' OSB SHEATH ET 71 HEADER ATTACH A SILL STRIP OF FLASHING MATERIAL AT LEAST 12" WIDE WITH THE TOP EDGE EVEN WITH THE TOP EDGE OF THE ROUGH SILL. EXTEND THIS SILL STRIP AT LEAST 12" BEYOND THE EDGE OF THE ROUGH OPENING FOR WINDOW. ATTACH FLASHING WITH GALVANIZED ROOFING NAILS OR RUST- RESISTANT STAPLES. FORTIFIBER SK FLASHING WINDOW FLANGE APPLY A BEAD OF CAULKING TO THE BACK SURFACES OF THE WINDOW, THEN PLACE THE WINDOW INTO THE ROUGH OPENING WITH FLANGES OVER THE INSTALLED FLASHING STRIPS. AFTER WINDOW IS PLACED, INSTALL THE HEAD FLASHING OVER THE WINDOW FLANGE. THIS IS ANOTHER STRIP OF FLASHING AT LEAST 12" WIDE. D WATER HEATER WINDOW FLASHING DETAIL APPROVED AND RECOGNIZED SEISMIC STRAPS J INSULATED FLEXIBLE WATER CONNECTION CONC. SLAB osB SHEATH AFTER SILL STRIP IS IN PLACE, ATTACH JAMB STRIPS INSIDE OF OPENING AT LEAST 12" WIDE WITH INSIDE EDGE OF FLASHING EVEN WITH EDGE OF WINDOW OPENING. START JAMB STRIPS 1" BELOW THE SILL STRIP AND EXTEND JAMB STRIPS 6" ABOVE THE LOWER EDGE OF THE HEADER TOP OF WINDOW OPENINGS. "SUPER 60" 1 HOUR PERMEABLE BLDG. PAPER STARTING AT THE BOTTOM OF THE WALL (SOLE PLATE), LAY WATER RESISTANT PAPER UNDER THE SILL STRIP. CUT ANY EXCESS WATER RESISTANT PAPER THAT MAY EXTEND ABOVE THE SILL FLANGE ON EACH SIDE OF THE OPENING, (SHOWN IN DIAGRAM AS SHORT DASHED LINES), INSTALL SUCCEEDING COURSES OF WATER RESISTANT PAPER OVER JAMB AND HEAD FLANGES IN SHINGLE -BOARD FASHION. NONE 7 FLUE PIPE INSTALLED PER CODE THERMAL EXPANSION TANK PER UPC CODE 6083 W.H. SEISMIC STRAPPING- PLAN WH. SEISMIC STRAPPING- ELEVATION HANDRAIL AT WALL /— UPPER STRAP TO BE LOCATED WITHIN TOP 1/3 OF TANK WATER HEATER BOTTOM STRAP TO BE LOCATED WITHIN THE BOTTOM 1/3 OF TANK, MAINTAINING 4" CLEARANCE ABOVE ANY CONTROLS. 1 /2" = 1' GYP. BOARD 12" MIN. 2" MAX. HARDWOOD HAND -RAIL 2x10 FLAT BLK'G CONTINUOUS & PARALLEL TO HANDRAIL SOLID BRASS HANDRAIL BRACKETS- ATTACH TO WALL W/ LAG BOLTS TO BLOCKING. PROVIDE METAL SLEEVES AT LAG BOLT ATTACHMENT NOTE: HANDRAIL SHALL BE CONTINUOUS THE FULL LENGTH OF THE STAIRS. ENDS SHALL TERMINATE IN NEWEL POSTS, SAFETY TERMINALS OR QUARTER TURN TO WALL. REVIENVE.D ft59 CODE C®gy � Wit RECEIVED CITY OF TUKWILA APR 18 2008 PERMIT CENTER 3/4" 1' bKRbST DESIGN W4P.KS 1708187TH AVE NE BELLEVUE, WA 98008 206.409.6690 D.B. DATE U Z w O 0 J 0 cn Z O vi Et w 0 w REVISED DRAWN 1 / 4 " -1 - 0 " SCALE 4.17.07 COMPUTER FIE NAME AD1 SHEET NUMBER cr) Q Al E K HOLD -DOWN / STRAP SCHEDULE (SOME HOLD -DOWNS / STRAPS IN SCHEDULE MAY NOT BE USED) TYPE NUMBER OF STUDS REQ'D EACH END [11 -13] NAILS OR BOLTS [7] [8] [9] CAPACITY (LBS) STD ANCHOR BOLT DIA. & EMBEDMENT NOTES [4, 5, 6] HDU4 - SDS2.5 (2)2x (10)SDS 1/4x2 -1/2 SCREWS 3285 5/8" DR. THREADED ROD (A307) W/ BOLT HEAD & WASHER EMBED 10" MIN. AT FOUNDATION HDU5 - SDS2.5 (2)2x (14)SDS 1/4x2 -1/2 SCREWS 4065 HDUB - SDS2.5 (3)2x (20)SDS 1/4x2 -1/2 SCREWS 5665 78 B� A HEAD & WARODR(A307) W/ EMBED 15" MIN. AT FOUNDATION HDU11 - SD52.5 (5)2x (36)SDS 1/4x2 -1/2 SCREWS 8045 1" DIA. THREADED ROD (A307) EMBED MIN. & WASHER AT FOUNDATION HDU14 - SDS2.5 (5)2x (30)SDS 1/4x2 -1/2 SCREWS 14925 (DF #2) AT FOUNDATION [7] MSTA49 (2)2x (26)10d 2020 MSTC52 (2)2x (44)10d 3645 MSTC66 (3)2x (64)10d 5495 (2)MSTC52 (5)2x (58)10d 7290 (2)MSTC66 (5)2x (128)10d 10990 SHEAR WALL SCHEDULE SOME SHEAR WALL TYPES NOTED MAY NOT BE USED ON THIS PROJECT. FOR 0.131"0x21/2" NAILS IN HEM —FIR (2006 IBC) WALL TYPE WALL SHEATHING APA —RATED [1, 2, 11, 12] 15/32" 15/32" 15/32" 15/32" 15/32" BOTH SIDES 15/32" BOTH SIDES 15/32" BOTH SIDES NAIL SIZE & SPACING @ ALL PANEL EDGES [4, 5] 0.131"0x21/2" ® 6 "OC 0.131"0x21/2" ® 4"0C 0.131"0x2 ® 3 "OC STAGGRED 0.131"0x2 1/2* © 2 "OC STAGGERED 0.131 "0x2 @ 4"OC STAGGERED 0.131 "0x2 @ 3 "OC STAGGERED 0.131 "0x2 ® 2 "0C STAGGERED BLOCKING & STUD SIZE @ ADJOINING PANEL EDGES [3, 6, 12] 2x 3x 3x 3x 3x 3x RIM JOIST OR BLOCKING CONN TO TOP PLATE BELOW [7, 8] CUP @ 16 "OC CUP @ 10 "OC CUP ® 8 "OC CUP @ 10 "OC EACH SIDE CLIP @ 8 "OC EACH SIDE CLIP @ 6 "OC EACH SIDE 2x PLATE ATTACHMENT NAILING TO WOOD BELOW 0.148 "0x3 © roc 0.148 "0x3 W 4 "OC 2x 0.148 "0x3 @ 3 "OC CUP 0 12'OC EACH SIDE 0.148 "0x3 0 5 "OC (2) ROWS [9] 0.148 "0x3 0 4 "OC (2) ROWS [9] CLIP @ 12'OC EACH SIDE [7, 8] CUP ® 10 "OC EACH SIDE [7, 8] SILL PLATE ATTACHMENT ANCHOR BOLT TO CONCRETE BELOW [13] 5 /g "0 ® 48 "OC 5 / 8 "0 32 "OC 7 " 0 @ 16 "OC 0 @ 32 "OC 0 ® 12 "OC /R "0 ® 24 "OC 5 / 8 "0 ® 16 "OC 5 / 3 "0 16 "DC 5 / 8 "0 ® 12 "OC SILL R AT FOUNDATION [10], [14] 2x 2x 2x 3x 3x 3x SEISMIC SHEAR CAPACITY 240 350 455 595 705 910 1190 WIND SHEAR CAPACITY LBS /FT 340 490 640 830 980 1280 1660 NOTES: [1] INSTALL PANELS EITHER HORIZONTALLY OR VERTICALLY. [2] WHERE SHEATHING IS APPLIED ON BOTH SIDES OF WALL, PANEL EDGE JOINTS ON 2x FRAMING SHALL BE STAGGERED SO THAT JOINTS ON THE OPPOSITE SIDES ARE NOT LOCATED ON THE SAME STUDS. [3] BLOCKING IS REQUIRED AT ALL PANEL EDGES. [4] PROVIDE SHEAR WALL SHEATHING AND NAILING FOR THE ENTIRE LENGTH OF THE WALLS INDICATED ON THE PLANS. ENDS OF FULL HEIGHT WALLS ARE DESIGNATED BY WINDOWS, OR DOORWAYS OR AS DESIGNATED ON PLANS. FOR HOLD —DOWN REQUIREMENT, REFERENCE PLANS. (ALTERNATE NOTE: WALLS DESIGNATED AS PERFORATED SHEARWALLS REQUIRE SHEATHING, SHEAR WALL NAILING, ETC. ABOVE AND BELOW ALL OPENINGS). [5] SHEATHING EDGE NAILING IS REQUIRED AT ALL HOLD —DOWN POSTS. EDGE NAIUNG IS ALSO REQUIRED TO EACH STUD USED IN BUILT —UP HOLD —DOWN POSTS. FOR ADDITIONAL INFORMATION, REFERENCE THE HOLD —DOWN DETAILS. [6] INTERMEDIATE FRAMING TO BE WITH 2x MINIMUM MEMBERS. ATTACH SHEATHING TO INTERMEDIATE FRAMING WITH 0.131 "0x2 /2" NAILS AT 12 "OC WHERE STUDS ARE SPACED AT 16 "OC AND 0.131 "0x2 /2" NAILS AT 6 "OC WHERE STUDS ARE SPACED AT 24 "OC. PLAN 2813 REQUIRES DF #2 STUDS AT SOME WALLS PER PLAN STRUCTURAL GENERAL NOTES GENERAL REQUIREMENTS GOVERNING CODE: The 'International Building Code ", 2006 Edition shall govern design and construction. REFERENCE STANDARDS: Reference to a specific section in a code does not relieve the contractor from compliance with the entire standard. The latest edition of the standard shall be used unless a specific date is indicated. DEFINITIONS: The following definitions cover the meanings of certain terms used in these notes: "Architect /Engineer" - The Architect and the Structural Engineer of Record (SER). 'Structural Engineer of Record" (SER) - The structural engineer who is legally eligible to stamp & sign the structural documents for a building project. The SER is responsible for the design of the Primary Structural System. "Specialty Structural Engineer" (SSE) - A licensed professional engineer, not the SER, who performs specialty structural engineering services necessary for the structure to be completed and who has shown experience and training in the specific specialty. The general contractor, sub - contractor, or supplier who is responsible for the design, fabrication and installation of specialty- engineered elements shall retain the SSE. Submittals shall be stamped and signed by the SSE. Documents stamped and signed by the SSE shall be completed by or under the direct supervision of the SSE with a structural /civil PE /SE license issued by the State of Washington. "Submit for review" - Submit to the Architect /Engineer for review prior to fabrication or construction. "Per Plan" - Indicates references to the structural plans, elevations and structural general notes. NOTE PRIORITIES; Notes on the individual drawings govern over these general notes. SPECIFICATIONS: Refer to the contract specifications for information in addition to that contained in these notes and the structural drawings. STRUCTURAL DETAILS; The structural drawings are intended to show the general character and extent of the project and are not intended to show all details of the work. ARCHITECTURAL DRAWINGS; Refer to the architectural drawings for information including but not limited to: dimensions, elevations, slopes, door and window openings, non - bearing walls, stairs, curbs, drains, depressions, railings, waterproofing, finishes and other nonstructural items. STRUCTURAL RESPONSIBILITIES; The structural engineer is responsible for the strength and stability of the primary structure in its completed form. CONTRACTOR RESPONSIBILITIES: The contractor is responsible for the means and methods of construction and all job related safety standards such as OSHA and WSHA including those steel erection items specifically addressed in the latest OSHA regulations. The contractor is responsible for the strength and stability of the structure during construction and shall provide temporary shoring, bracing and other elements required to maintain stability until the structure is complete. It is the contractor's responsibility to be familiar with the work required in the construction documents and the requirements for executing it properly. The contractor shall at his discretion employ a Washington State registered structural engineer SE for design of temporary bracing and shoring. Bolting and field welding at all member connections is to be completed prior to the release of the member from the hoisting mechanism unless reviewed and approved by the General Contractor's temporary bracing and shoring design sequence to Architect/Engineer for review. Submit construction se uenc ' n en sneer. Submit c I 9 engineer. q The contractor shall submit plans showing the location, load, size and anchorage of all hangers supporting all mechanical, electrical, plumbing or sprinkler loads in excess of 50 pounds. All roof— mounted equipment shall be included on these plans and shall show the loads, size and location. Submit plans as a deferred submittal per IBC Sec. 106.3.4.2, to the Architect /Engineer for review prior to installation. DISCREPANCIES: In case of discrepancies between the General Notes, contract specifications and reference standards, the Architect /Engineer shall determine which shall govern. Discrepancies shall be brought to the attention of the Architect /Engineer before proceeding with the work. Should any discrepancy be found in the Contract Documents, the Contractor will be deemed to have Included in the price the most expensive way of completing the work, unless prior to the submission of the price, the Contractor asks for a decision from the Architect as to which shall govern. Accordingly, any conflict in or between the Contract Documents shall not be a basis for adjustment in the Contract Price. SITE VERIFICATION: The contractor shall verify all dimensions and conditions at the site. Conflicts between the drawings and actual site conditions shall be brought to the attention of the Architect /Engineer before proceeding with the work. CONSTRUCTION LOADS: Loads on the structure during construction shall not exceed the design loads as noted in DESIGN LOADS below or the capacity of partially completed construction. ADJACENT UTILITIES: The contractor shall determine the location of all adjacent underground utilities prior to excavation and, where applicable, prior to drilling holes for piles and tieback anchors. Any utility information shown on the drawings and details is approximate and not necessarily complete. ALTERNATES: Alternates for specified items may be submitted to the Architect /Engineer for review. DESIGN LOADS WIND DESIGN: Basic Wind Speed 85 MPH, Exposure B, Building Category II (Iw = 1.0) SEISMIC DESIGN:Seismic Use Group = I, le = 1.0 Spectral Response Coefficient (Short Period) Ss = 1.24g Seismic Design Category D Site Class = D R = 6.5 (Light framed wood shear walls) DEFLECTIONS: Roof Live Load Deflection Limit: L /360 Floor Live load Deflection Limit: L /480 QQSJGN LIVE LOADS: AREA LIVE LOADS Roof (snow) 25 PSF Residential 40PSF D� 9 Y- pre-engineered, DEFERRED SUBMITTAL (De i n -b Others) LOADS ; All re- engineered, prefabricated, manufactured, or other products designed by others shall be designed for the 3t tributary dead and live loads plus wind and earthquake loads when applicable. Live, wind and earthquake loads are shown above. Total design dead loads and deflection limits are shown below. In lieu of the cladding wind loads specified below, loads may be determined per the design criteria above. Design shall conform to the specifications, reference standards and governing code. Roof Dead Load 15 PSF Roof Live Load Deflection Limit (Wood Joists, PSL) L /360 SUBMITTALS SUBMITTALS: Submittals of shop drawings, mill tests and product data for items designed by the SSE shall be made to the Architect /Engineer prior to construction. The contractor shall review and stamp the submittal before forwarding to the Architect /Engineer. Once the contractor has completed his review, the SER will review the submittal for general conformance with the design of the building and will stamp the submittal accordingly. Submittals shall be made in time to provide a minimum two -weeks for review by the Architect /Engineer. Submittals required for each section of these notes are specified in that section. SHOP DRAWING REVIEW: Review by the Architect /Engineer is for general compliance with the design concept and the contract documents. Dimensions and quantities are not reviewed by the SER, and therefore, must be verified by the General Contractor. Markings or comments shall not be construed as relieving the contractor from compliance with the project plans and specifications, nor departures therefrom. The contractor remains responsible for details and accuracy; for confirming and correlating all quantities and dimensions; for selecting fabrication processes; for techniques of assembly, and for performing work in a secure manner. When shop drawings (component design drawings) differ from or add to the requirements of the structural drawings they shall be designed and stamped by the responsible SSE. [7] BASED ON 0.131"0x11/2" NAILS USED TO ATTACH FRAMING CUPS DIRECTLY TO FRAMING. USE 0.131 "0 x2 / NAILS WHERE INSTALLED OVER SHEATHING. [8] FRAMING CUPS: A35 OR LTP5 OR APPROVED EQUIVALENT. [9] WHERE BOTTOM PLATE ATTACHMENT SPECIFIES (2) ROWS OF NAILS, PROVIDE DOUBLE JOIST, RIM JOIST OR EQUAL BELOW. STAGGER NAILS IN ROWS 1 APART MINIMUM. [10] PRESSURE TREATED MATERIAL CAN CAUSE EXCESSIVE CORROSION IN THE FASTENERS. PROVIDE HOT — DIPPED GALVANIZED (ELECTRO— PLATING IS NOT ACCEPTABLE) NAILS AND CONNECTOR PLATES (FRAMING ANGLES, ETC.) FOR ALL CONNECTORS IN CONTACT WITH PRESSURE TREATED FRAMING MEMBERS. [11] 7/16" APA —RATED SHEATHING (OSB) MAY BE USED IN PLACE OF 15/32" SHEATHING PROVIDED THAT ALL STUDS ARE SPACED AT 16 "OC MAXIMUM. [12] AT ADJOINING PANEL EDGES, (2) 2x STUDS NAILED TOGETHER MAY BE USED IN PLACE OF A SINGLE 3x STUD. DOUBLE 2x STUDS MAY BE CONNECTED TOGETHER BY NAIUNG THE STUDS TOGETHER WITH 3" LONG NAILS OF THE SAME SPACING AND DIAMETER AS THE PLATE NAILING. REFERENCE SECTION. [13] CONTACT THE STRUCTURAL ENGINEERS OF RECORD FOR ADHESIVE OR EXPANSION BOLT ALTERNATIVES TO CAST—IN—PLACE ANCHOR BOLTS. SPECIAL INSPECTION MAY BE REQUIRED. [14] ANCHOR BOLTS SHALL BE PROVIDED WITH STEEL PLATE WASHERS 3 /16x2x0' 2 ". EMBED ANCHOR BOLTS 7" MINIMUM INTO CONCRETE. SHEARWALL SCHEDULE - HEM-FIR DEFERRED SUBMIUALS: Items designed by others shall include calculations, code conformance, shop drawings (component design drawings) and product data. Design shall be prepared by the SSE and submitted to the Architect and SER for review prior to submission to the city for approval. The SSE shall submit to the Architect /Engineer for review calculations and shop drawings (component design drawings) that are stamped and signed by the SSE. Once the contractor has completed his review of the SSE component drawings, the SER will review the submittal for general conformance with the design of the building and will stamp the submittal accordingly. Review of the Specialty Structural Engineer's (SSE) shop drawings (component design drawings) is for compliance with design criteria and compatibility with the design of the primary structure and does not relieve the SSE of responsibility for that design. The SSE elements are normally fabricated off-site, require specialized equipment not usually available at a jobsite or require a proprietary process. All necessary bracing, ties, anchorage, proprietary products shall be furnished and installed per manufacturer's instructions or the SSE's design drawings and calculations. These elements include but are not limited to: Prefabricated Wood Trusses TESTS AND INSPECTIONS INSPECTIONS: All construction is subject to inspection by the Building Official in accordance with IBC Sec. 108. The contractor shall coordinate all required inspections with the Building Official. SPECIAL INSPECTIONS: In addition to inspections required by the local jurisdiction per IBC Sec. 109, special inspectors shall, in accordance with UBC Sec. 109, shall be reviewed and approved by the Architect and FOR prior to commencement of work. Special inspectors shall be listed with WABO or shall submit their credentials for review by the GC and design team. Additionally, the special inspectors shall, in accordance with IBC Chapter 17, inspect the following structural work: Soils & Foundations During earthwork excavation, grading and filling operations to satisfy requirements of IBC Chapter 18. Prior to placing any reinforcing steel, a geotechnical engineer or building official shall inspect all soil bearing surfaces per IBC Sec. 1804.2 and 1804.3. Wood (IBC Sec 1704.1) Diaphragms & Shear walls: anchor bolts, tie - downs, drag strut connections, nailing size & spacing. Moisture content of wood studs, plates, beams and joists. 2x and 3x bottom plates and plate washers as needed. INSPECTION SUBMITTALS; Special inspection reports shall be provided on a weekly basis. Final special inspection reports will be required by each special inspection firm per IBC 1704.1.2. Submit copies of all inspection reports to the Architect /Engineer and the Building Department for review. SOILS AND FOUNDATIONS REFERENCE STANDARDS: Conform to IBC Chapter 18 "Foundations & Retaining Walls." GEOTECHNICAL INSPECTION: A Geotechnical Engineer or Building Official shall inspect all prepared soil bearing surfaces prior to placement of concrete and reinforcing steel and provide a letter to the owner stating that soils are adequate to support the "Allowable Foundation Pressure" shown below. DESIGN SOIL VALUES; Allowable Foundation Pressure 2000 PSF Passive Lateral Pressure 250 PSF /FT Active Lateral Pressure (unrestrained) 35 PSF /FT Coefficient of Sliding Friction 0.35 CAST CONCRETE REFERENCE STANDARDS: Conform to: (1) ACI 301 -96 'Standard Specifications for Structural Concrete ", (2) IBC Chapter 19- Concrete, (3) ACI 318 - latest edition. FIELD REFERENCE: The contractor shall keep a copy of ACI Field Reference manual, SP -15, "Standard Specifications for Structural Concrete (ACI 301) with Selected ACI and ASTM References." CONCRETE MIXTURES: Conform to ACI 301 Sec. 4 "Concrete Mixtures." MATERIALS: Conform to ACI 301 Sec. 4.2.1 "Materials" for requirements for cementitious materials, aggregates, mixing water and admixtures. SUBMITTALS: Provide all submittals required by ACI 301 Sec. 4.1.2. Submit mix designs for each mix in the table below. TABLE OF MIX DESIGN REQUIREMENTS Member Strength Test Age Maximum Type/Location (psi) (days) Aggregate Foundations Foundations - spread footings Slabs -on -Grade and Sidewalks Exterior Interior Walls Bement Walls t?Mf ROD1-,11.1 o.'- feral k . ...IhogS I it M W� q,S1tw V921 t 2500 28 1" Mix Design Notes: (1) W/C Ratio: Watercementitious material ratios shall be based on the total weight of cementitious materials. Ratios not shown in the table above are controlled by strength requirements. (2) Cementitious Content: (a) The use of fly ash, other pozzolans, silica fume, or slag shall conform to ACI 301 Sec 4.2.2.8.b. Maximum amount of fly ash shall be 20% of total cementitious content unless reviewed and approved otherwise by SER. (b) For concrete used in elevated floors, portland cement content shall conform to ACI 301 Sec 4.2.2.1. Acceptance of lower cement content is contingent on providing supporting data to the Architect/Engineer for review and acceptance. ( ) 3 Air Content Conform to ACI 301 Sec 4.2.2.4. For horizontal exterior surfaces in contact with the soil require entrained air, use "moderate " " vertical exterior surfaces use 'moderate exposure." Tolerance is ±1 -? %.. Air content shall be measured at placement. point of exposure." For vert cal p P P (4) Slump: Conform to ACI 301 Sec 4.2.2.2. Slump shall be determined at point of placement. (5) Shrinkage Limit: Concrete used in elevated slabs and beams shall have a shrinkage limit of .045% at 28 days measured in accordance with ASTM C157. (6) Chloride Content: Conform to ACI 301 Sec 4.4.1 and Table 4.1.1 for "Other Reinforced Concrete Construction." (7) Non - chloride accelerator: Non - chloride accelerating admixture may be used in concrete slabs placed at ambient temperatures below 50'F at the contractor's option. FORMWORK: Conform to ACI 301 Sec. 2 "Formwork and Form Accessories." Removal of Forms shall conform to Sec. 2.3.2 except strength indicated in Sec. 2.3.2.5 shall be 0.75 f' c. Reshoring shall conform to Sec. 2.3.3. MEASURING, MIXING, AND DELIVERY: Conform to ACI 301 Sec. 4.3. ADJOINING PANEL EDGE PANEL EDGE NAILING, TYP LS TO MATCH PLATE NAILING (2) 2x STUDS SECTION Maximum W/C Ratio Air Content 2500 28 1" 0.45 5% 2500 28 1 0.50 2500 28 1" 0.50 HANDLING, PLACING, CONSTRUCTING AND CURING: Conform to ACI 301 Sec. 5. EMBEDDED ITEMS: Position and secure in place expansion joint material, anchors and other structural and non- structural embedded items before placing concrete. Contractor shall refer to mechanical, electrical, plumbing and architectural drawings and coordinate other embedded items. CONCRETE REINFORCEMENT REFERENCE STANDARDS: Conform to: (1) ACI 301 -99 "Standard Specifications for Structural Concrete ", Section 3 "Reinforcement and Reinforcement Supports." (2) ACI SP -66 "ACI Detailing Manual" including ACI 315 "Details and Detailing of Concrete Reinforcement." (3) CRSI MSP -2 -98 "Manual of Standard Practice," (4) ANSI /AWS D1.4 "Structural Welding Code - Reinforcing Steel." (5) IBC Chapter 19- Concrete. (6) ACI 318 - latest edition. MATERIALS: Reinforcing Bars Bar Supports Tie Wire ASTM A615, Grade 60, deformed bars. CRSI MSP -2 -98, Chapter 3 "Bar Supports." 16.5 gage or heavier, black annealed. HOLD -DOWN STRAP SCHEDULE -HEM FIR STUDS FABRICATION: Conform to ACI 301, Sec 3.2.2. "Fabrication ", and ACI SP -66 "ACI Detailing Manual." WELDING: Bars shall not be welded unless authorized. When authorized, conform to ACI 301, Sec. 3.2.2.2. "Welding" and provide ASTM A706, grade reinforcement. I Co fo o ACI 301 Sec n ." "la to ec. . .2. III • I ., . CAST -IN -PLACE CONCRETE COVER AND REINFORCING PROTECTION: Conform to the following cover and corrosion protection requirements: Reinforcement Location Footing Bottom Reinforcing Footing Top Reinforcing Slab -on -Grade Reinforcing Walls not in Contact with Earth Walls in Contact with Earth Minimum Cover Reber Protection 3" 2" 2" from top 1 -1/2" 2 " Uncoated Uncoated Uncoated Uncoated Uncoated SPLICES: Conform to ACI 301, Sec. 3.3.2.7. Refer to "Lap Splice Schedule" for typical splices. The splices indicated on individual sheets control over the schedule. Use Class B splices unless noted. Mechanical connections may be used when approved by the Engineer, FIELD BENDING: Conform to ACI 301 Sec. 3.3.2.8. "Field Bending or Straightening." Bar sizes #3 through # may be field bent cold the first time. Other bars require preheating. Do not twist bars. STRUCTURAL STEEL DESIGN STANDARDS: Structural steel for this project is designed in accordance with: AISC - 'Manual of Steel Construction, Allowable Stress Design (ASD), Ninth Edition (1989), Type 2, "Unrestrained Free —Ended Framing ". REFERENCE STANDARDS: Conform to: (1) AISC Specification: AISC ASD (1989) "Specification for Structural Steel Buildings — Allowable Stress Design and Plastic Design ". (2) AISC Code: 'Code of Standard Practice for Steel Buildings & Bridges." March 7, 2000. (3) Bolt Specification: RCSC "Specification for Structural Joints using ASTM A325 or A490 Bolts" June 23, 2000, Appendix B, ASD Alternative. (4) Welding Code: AWS D1.1 -98 "Structural Welding Code — Steel.' (5) ASCE 3 -84 "Standard for the Structural Design of Composite Slabs." (6) AISC Seismic: Seismic Provisions for Structural Steel Buildings including Supplement No. 2, Nov. 10, 2000. MATERIALS: Anchor Rods (J —type, headed or threaded) ASTM F1554, Grade 36 Threaded Rods ASTM A36 Fy = 36 ksi Adhesive Anchors Simpson SET or SER approved equal with current ICBO report 60 ANCHORAGE to CONCRETE: Anchor Bolts shall conform to IBC 2209.2. • ANCHORS RODS: Anchor rods shall be provided cast —in —place as indicated on drawings unless otherwise approved by the Engineer. • EXPANSION or ADHESIVE ANCHORS: Expansion and adhesive anchors shall be as specified or SER approved equal with current ICBO report Install anchors in strict accordance to ICBO report and manufacturers instructions. Use acrylic anchors of equivalent strength when base material falls below 40 degrees F. WOOD FRAMING REFERENCE STANDARDS: Conform to: (1)IBC Chapter 23 "WOOD" (2)NDS -01 '1997 National Design Specification (NDS) for Wood Construction with 2001 Supplement' (3)APA PDS-97 Plywood Design Specification (revised 1998) DEFERRED SUBMITTALS: Submit product data and proof of ICC or ICBO approval for framing members and fasteners that have been designed by others. Submit calculations prepared by the SSE in the state of Washington for all members, systems and connections designed by others along with shop drawings. An ICC or ICBO Evaluation Report shall be provided with each submittal to justify horizontal diaphragm values, connections, details, or other structural requirements. All necessary bridging, blocking, blocking panels and web stiffeners shall be detailed and furnished by the supplier on the shop drawings. Temporary and permanent bridging shall be installed in conformance with the manufacturer's specifications. Deflection limits shall be as noted under DESIGN LOADS section. Products included are: Metal plate cortlected roof trusses: Shop drawings shall provide for shapes, bearing points, intersections, hips, valleys, etc., shown on the plans. Special hip, valley and Intersection area (step down trusses, jack trusses and girder trusses) shall be determined by the manufacturer unless specifically indicated on the plans. Provide all truss to truss and truss to support connection details and required connecting materials. Provide temporary bracing /erection plan and connections on the shop drawings. Provide all girder truss reactions on the shop drawings. IDENTIFICATION: All sawn lumber and pre- manufactured wood products shall be identified by the grade mark or a certificate of inspection issued by the certifying agency. MATERIALS: Member Use Size Studs Sill Plate Posts Joists Beams 2x4, 3x4, 2x6, 3x6 2x4, 3x4, 2x6, 3x6 P.T. 4x4, 4x6, 4x8 2x6 - 2x12 4x8 - 4x12 Beams 6x8 - 6x12 Posts & Timbers 6x6, 8x8 Location Roof Floor Walls 6d 2 -1/4" 8d 2-1/2" 10d 3" 12d (16d sinker) 16d 3 -1/2" NOTES: Thickness Span Rating Plywood Grade 15/32" 32/16 23/32" T&G 24 OC 15/32" 32/16 Size Length Diameter 0.113" 0.131" 0.148" 3 - ?" 0.148" 0.162" 1. WHERE JOISTS BEAR FOUNDATION WALL PROVIDE THREADED ROD AND COUPLER TO ATTACH HOLD -DOWN TO ANCHOR BOLT AS REQUIRED. 2. PROVIDE PANEL EDGE NAILING PER SHEAR WALL SCHEDULE AT HOLD -DOWN STUDS /POSTS AND AT PANEL EDGES. 3. HOLD -DOWNS AND STRAPS LOCATED PER PLAN. ONE HOLD -DOWN OR STRAP EACH END OF SHEARWALL AS SHOWN. FOR TYP. HOLD -DOWN DETAILS 4. THICKEN FOOTING AS REQUIRED AT HOLDDOWN LOCATIONS, EXTEND MINIMUM OF 6" BEYOND ANCHOR BOLT. 5. MAINTAIN 3" CLEAR UNDER BOTTOM OF BOLT. 6. CORNER HORIZONTAL REINFORCEMENT TO BE PLACED BETWEEN ANCHOR BOLT & OUTSIDE OF WALL. 7. CENTER STRAPS ACROSS FLOOR FRAMING FILL ALL HOLES (HALF ABOVE AND HALF BELOW FRAMING) Species Grade HF HF Doug -Fir Larch Doug -AR Larch Doug -Fir Larch Doug -Fir Larch Doug -Fir Larch C -D STURD -I -FLOOR C -D STUD No. 2 No.2 No. 2 No. 2 No. 1 No. 1 Exposure 1 1 1 8. LISTED NAILS ARE COMMON, UNO 9. 10d COMMON SUBSTITUTION FOR 1fid SINKER ALLOWED. DO NOT SUBSTITUTE 16d SINKER FOR 16d COMMON. FOR 10d COMMON SUBSTITUTION INSTALLED OVER OSB / PLYWOOD USE 2 -1/2" LONG NAILS 10. FOLLOW ALL MANUFACTURERS RECOMMENDATION FOR INSTALLATION. 11. TiE (2)2x MEMBERS TOGETHER W/ (30)10d COMMONS ® 3" O.C. STAGGERED. 12. TIE (3)2x MEMBERS TOGETHER W/ (30)10d COMMONS 0 3" O.C. STAGGERED EACH STUD. 13. FIRST DIMENSION GIVEN FOR A POST IS TFIE THICKNESS REQ'D FOR THE MIN. BOLT LENGTH IN THE WOOD MEMBER. REVIEWED MR CODE COMPLIANCE AP it MD JUN 1 2 2008 CO Of Tukwila WILMA, DIVISION Sawn Lumber. Conform to grading rules of WWPA, WCUB or NLGA. Finger jointed studs acceptable at interior walls only. Metal Plate Cor'!hected Wood Roof Trusses: Conform to IBC section 2303.4. Wood Structura? Sheathing (Plywood): Wood APA -rated structural sheathing includes: all veneer plywood, oriented strand board, waferboard, particleboard, T1 -11 siding, and composites of veneer and wood based material. Conform to "Construction and Industrial Plywood' based on Product Standard PS -1 - -95 by the U.S. Dept. of Commerce, and "Performance Standard for Wood -Based Structural -Use Panels" based on Product Standard PS -2 - -92 by the U.S. Dept. of Commerce and "Plywood Design Specification based on APA PDS-97 by the American Plywood 1998)" e ( ) y yw ood Association. Minimum APA Ratingo Unless noted otherwise on drawings, install roof and floor panels with long dimension across supports and with panel continuous over two or more spans. End joints shall occur over supports. Timber Connectors: Shall be "Strong Tie" by Simpson Company as specified in their latest catalog. Alternate connectors by other manufacturers may be substituted provided they have current ICBO approval for equivalent or greater load capacities and are reviewed /approved by the SER prior to ordering. Connectors shall be installed per the manufacturer's instructions. Where connector straps connect two members, place one -half of the nails or bolts in each member. Where straps are used as holdowns, nail straps to wood framing just prior to drywall application, as late as possible in the framing process to allow the wood to shrink and the building to settle. Premature nailing of the strap may lead to strap buckling and potential finish damage. s shall be either other than CCA, connector shal e e preservative treated wood (PT) th are in exposed exterior applications stations in contact with res ry Where connectors ) P P P P ( batch hot - dipped galvanized (HOG), mechanically galvanized (ASTM 8695, Class 40 or greater) stainless steel, or p rovided with 180 oz/sf of zinc galvanizing equal to or better than Simpson ZMAX finish. Fasteners (nail4 bolts, screws, etc) attaching timber connectors (joist hangers, post caps and bases, etc) to PT wood shall have similar corrosion resistance properties (matching protective treatments) as the protected connector. Fasteners (nails, bolts, screws, etc) attaching sawn timber members or sheathing (shear walls) to PT wood be corrosion resistant; nails and lag bolts shall be either HDG or stainless steel. Verify the suitability of the fastener protection /coating with the wood treatment chemical manufacturer /supplier. Provide washers under the heads and nuts of all bolts and lag screws bearing on wood. All nails 12d and smaller shall be full length common unless noted otherwise. 16d nails may be 16d sinkers unless noted otherwise. Nail straps to wood framing as late as possible in the framing process to allow the wood to shrink and the building to settle. Premature nailing of the strap may lead to strap buckling and potential finish damage. Wood Fasteners: Conform to IBC Sec 2304.9 "Connections and fasteners." Unless noted on plans, nail per Table 2304.9.1. Unless noted otherwise all nails shall be common. Nail sizes specified on the drawings are based on the following specifications: Alternate nails may be used but are subject to review and approval by the Structural Engineer. Substitution of staples for the nailing of rated sheathing is subject to review by the structural engineer prior to construction.ti Lag Bolts /Bolts: Con form to ASTM A307 and UBC Sec. 2318. NAILING REQUIREMENTS: Provide minimum nailing in accordance with UBC Table 23- II -B -1 "Nailing Schedule" except as noted on the drawings. Nailing for roof /floor diaphragms /shear walls shall be per drawings. Nails shall not be overdriven or fracture the sheathing, and shall be driven no farther than required so that the nail head is flush with the surface of the sheathing. STANDARD LIGHT -FRAME CONSTRUCTION: Unless noted on the plans, construction shall conform to IBC Sec. 2304 "General Construction Requirements" and IBC Se 2308 "Conventional Light -Frame Construction." MOISTURE CONTENT: Wood material used for this project shall have maximum moisture content of 19% except for the pressure— treated wood sill plate. Refer to TESTING & INSPECTIONS for the verification of these limits. The maximum moisture content required may be less than 19% when based on a particular cladding /insulation system. Refer to the Architect's drawings, and project specifications, or with cladding installer for maximum recommended moisture content. CLADDING COMPAT1BILTY: The Architect /Owner shall review the cladding and insulation systems proposed for the project with respect to their performance over wood studs with moisture contents greater than 19%. EIFS systems should be avoided on wood — framed projects due to problems with moisture proofing. PRESERVATIVE TREATMENT (PT): Wood materials are required to be "treated wood" in accordance with IBC Sec. 2304.11. "Decay and Termite Protection" shall conform to the appropriate standards of the American Wood — Preservers Association (AWPA) for sawn lumber, glued laminated timber, round poles, wood piles and marine piles. Follow American Lumber Standards Committee (ALSC) quality assurance procedures. Products shall bear the appropriate mark. Fasteners or anchors in treated wood shall be of stainless steel or hot — dipped galvanized or as per IBC 2304.9.5. Use CCA or CCA —C treated lumber unless the corrosive properties of alternative chemical treatments are considered in the corrosive resistance of connectors and fasteners. Mud sill plates in normally dry Interior applications may be treated with Sodium Borate (DOT — Disodium Octaborate Tetrahydrate) as recent studies have noted less connector corrosion potential than other available wood treatments. Wood treated with Sodium Borate shall be protected during shipment, storage and installation to minimize leaching of the water — soluble preservative from the lumber. RECEIVED CITY OF TUKWILA APR 18 2008 PERMIT CENTER bKbS1: DESIGN WAKS 1708 187TH AVE NE BELLEVUE, WA 98008 206.409.6690 Cf) w O F— DO �z cn ■ Z W 0 Cn U J U Z 0 w 0 w REVISED 1 4 " =1 - 0 " SCALE 1.08.08 DATE KENT GARAGE COMPUTER FILE NAME SI SHEET NUMBER BAR DEVELOPMENT SPLICE BARS BARS MISC. BARS is Ld _ Ld Lb Lb fc = 2500 psi #3 18 24 24 32 #4 24 32 32 42 #5 30 39 39 51 #6 36 47 47 62 #7 53 69 69 90 #8 60 78 78 102 # 68 88 89 115 #10 77 100 101 130 #11 85 110 111 143 RETAINING WALL /FOOTING SCHEDULE WALL/FOOTING SIZES WALL REINFORCEMENT FOOTING REINFORCEMENT H TOE is HEEL tf VERTICAL HORIZONTAL TOP TOP /LONGITUDINAL BOTTOM /LONGITUDINAL UP TO 5' -0" 8" 8" 8" 12" #4 CP 16 "OC #4 ® 12 "OC #5 @ 12 "OC (4) #4 (2) #4 6 1'--O" 8" 1'--4" 12" #4 @ 16 "OC #4 ® 12 "OC #5 © 12 "OC (4) #4 (2) #4 8' -0" 2' -O" 8" 1' -4" 12" #4 @ 12 "OC #4 ® 12 "OC #5 © 10 "OC (4) #4 (3) #4 10' -0" 3' -O" 8" 1' -4" 12" #6 0 12 "OC #4 ® 12 "OC #6 @ 10 "0C (5) #4 (3) #4 SLAB WHERE OCCURS — T/ FINISH GRADE PER ARCH 1 I -�1 I= COMPETENT NATIVE II I 111 X11 SOIL OR COMPACTED STRUCTURAL FILL PER GEOTECH NOTE: ROVIDE VERTICAL CRACK ONTROL PER ARCH DETAILS OR H MINIMUM SPACING IF NOT NOTED i e) UNBRACED RETAINING WALL AND SCHEDULE TCH BOTTOM O RCEMENT AS STEEP AS POSSIBLE II — III- 1 STEPPED FOOTING -11 1.5H MIN, UNO ON PLANS FOOTING BOTTOM LONGITUDINAL REINFORCEMENT PER SCHEDULE PER GEOTECH REPORT PROVIDE FREE- DRAINING MATERIAL CONTINUOUS FOOTING DRAIN PER CIVIL FOOTING TOP REINFORCEMENT PER SCHEDULE FOOTING TOP LONGITUDINAL REINFORCEMENT PER SCHEDULE VERTICAL DOWLES TO MATCH WALL VERTICAL REINFORCEMENT TYP. 0 w c.5 4 TO MATCH FOOTING THICKNESS z °- CIw ° TOP OF FOOTING PER PLAN BOTTOM REINFORCEMENT PER PLAN, TYP. 3/4" = 1' B 3/4" = 1' J e. 0 WALL SHEATHING -\ PANEL EDGE NAILING PER SHEARWALL SCHEDULE SHEATHING FILLER PIECE * 2x BLOCKING & PLATE NAILING PER SHEARWALL SCHEDULE CLEAR PER 4" CONTINUOUS FOOTING DRAIN -� L 4 _ PLAN W/ 12" MIN. GRAVEL COVER W/ FILTER FABRIC COVER 8" TYP. * IF TYPE 4B, 3B, 2B DOUBLE SIDED PLYWOOD SHEARWALL, USE A35 CLIPS PER SHEARWALL SCHEDULE IN LIEU OF 2x BLOCKING & PLATE NAILING 2x OR 3x PT PLATE W/ 5/8" DIA A.B. PER SHEARWALL SCHEDULE FLOOR JOISTS PER PLAN #4 (4 10" D.C. HORIZ. (2 MIN) #4 @ 16" D.C. VERT. (2) #4 CONT. BOTTOM LO FOUNDATION WALL - PERP. TO JOISTS CONTINUOUS WALL SHEATHING PER STRUCTURAL NOTES / SHEARWALL NOTES PANEL EDGE NAILING PER SHEARWALL SCHEDULE 4" CONTINUOUS FOOTING DRAIN WI 12" MIN. GRAVEL COVER W/ FILTER FABRIC COVER : 2x OR 3x P.T. PLATE W/ 5/8" DIA A.B. PER SHEARWALL SCHEDULE X, e .X 4012" O.C. HORIZ. (2 MIN.) #4 @ 18" O.C. VERT. (2) #4 CONT. BOTTOM SLAB ON GRADE PER PLAN FOUNDATION WALL AT LOWER SLAB \TOP OF SLAB PER PLAN A � a J CLEAR L I 2 1 PER PLAN STUD WALL PER PLAN PT PLATE W/ ANCHOR BOLT PER PLAN & SCHEDULE (2) #4 CONTINUOUS r SLAB ON GRADE PER PLAN e IIIIIL ' SUBGRADE PREPARATAIION PER GEO -TECH REPORT COMPETENT NATIVE SOIL OR COMPACTED STRUCTURAL FILL PER GEOTECH REPORT i 3/4" = 1 3/4" = 1' F WALL SHEATHING PANEL EDGE NAILING PER SHEARWALL SCHEDULE SHEATHING FILLER PIECE 2x BLOCKING & PLATE NAILING PER SHEARWALL SCHEDULE * SLAB WHERE APPLIES -, GRADE 4 " SPLICE LENGTH TYP. PER PLAN 4" CONTINUOUS FOOTING DRAIN W/ 12" MIN. GRAVEL COVER W/ FILTER FABRIC COVER 8" TYP. * IF TYPE 4B, 3B, 2B DOUBLE S DED PLYWOOD SHEARWALL, USE A35 CLIPS PER SHEARWALL SCHEDULE IN LIEU OF 2x BLOCKING & PLATE NAILING FOUNDATION WALL - PARALLEL TO JOISTS CONC. DRIVEWAY SLOPE (2) #4 CONTINUOUS LINE OF ADJACENT FOOTING ( SLOPE GARAGE SLAB #4 VERT. @ 18" O.C. FOOTING PER "D /S2" LOWER SLAB AT ENTRY DOORS CORNER BARS TO MATCH HORIZ. REINF. AT CORNERS 4" 2x OR 3x PT PLATE W/ 5/8" DIA A.B. PER SHEARWALL SCHEDULE 2x BLOCKING @ 36" O.C. - 4.11,11E I 11 I,=I 1 =11' FLOOR JOISTS PER PLAN ALTERNATE EACH SIDE NOTES: 1. FOR SPUCE LENGTHS REERENCE LAP /SPLICE SCHEDULE 2. FOR WALL REINFORCING REFERENCE SECTIONS AND DETAILS. 3. AT FOOTING & STEM WALLS, CORNER BARS TO MATCH FOOTING AND STEM WALL HORIZONTAL BARS. 4. VALUES FOR UNCOATED REINFORCING AND NORMAL WIGHT CONCRETE WITH CLEAR SPACING > db, CLEAR COVER > db AND MINIMUM STURRUPS OR TIES THROUGHOUT Ld OR CLEAR SPACING > Ddb AND CLEAR COVER > db. 5. TOP BAR = HORIZONTAL BAR WITH MORE THAN 12" FRESH CONCRETE BELOW OR AS NOTED ON DOCUMENTS AS "TOP BARS ". 6. ALL TABULATED VALUES ARE IN INCHES. 3/4" = 1' 3/4" = 1' STD. HOOK 9 c .di .4 co e AT INTERSECTIONS CORNER BARS TO MATCH CROSS WALL HORIZ. REINFORCEMENT CROSS WALL WALL SHEATHING PANEL EDGE NAILING PER SHEARWALL SCHEDULE SHEATHING FILLER PIECE 2x BLOCKING & PLATE NAILING PER SHEARWALL SCHEDULE* PROVIDE GALV. FLASHING OR NERVASTROL IF CONCRETE IS IN CONTACT W/ WOOD SLAB ON GRADE PER PLAN D G ao 4" PER PLAN 4" 2x OR 3x PT PLATE W/ 5/8" DIA A.B. PER SHEARWALL SCHEDULE #4 © 10" O.C. HORIZ. (2 MIN) #4 @ 16" D.C. VERT. CLEAR FLOOR JOISTS PER PLAN (2) #4 CONT. BOTTOM 8" TYP. * IF TYPE 4B, 3B, 2B DOUBLE SIDED PLYWOOD SHEARWALL, USE A35 CLIPS PER SHEARWALL SCHEDULE IN LIEU OF 2x BLOCKING & PLATE NAILING LAP SPLICE & DEVELOPMENT SCHEDULE FOUNDATION WALL AT GARAGE / CRAWL POST FOOTING 3/4" = 1 2x BLKG W/ 16d TOE NAILS @ 8" O.C. ruememehOhmehierelosu . s iS #fl iiv v 1 irk: . 2x4 CLEAT EA. SIDE PT POST PER PLAN _1111 F.J'S PER PLAN LAP 6" W/ (4) 16d FACENAILS OR PER MFR. SIMPSON A35 (2) SIDES OF POST FOOTING AND REBAR PER PLAN • RZ.V1EWED FOR CODE COMPLIANCE PROVED JUN 12 20(18 c,t'. Of . r o',i BUILOIr G DIV ° ' 0 3/4" = 1' RECEIVED CITY OF TUKWILA APR 18 2008 PERMIT CENTER U Z C/ w 0 Cn Ci) z U J U Z 0 w 0 w a 1 /4 " =1' -0" SCALE 1.08,08 DATE DETAILS B.J. COMPUTER FILE NAME S2 LU I F- T CO NT N A C TO MA REINF T /MAIN FLOOR FRAMING DIRECTION OF MAIN FLOOR FRAMING MAY VARY. REF. PLAN T /WALL PLATE CONNECTION PER SHEARWALL SCHEDULE 2" CLR I . CONTIUOUS 2x BLOCKING W/ CONNECTION PER SHEARWALL SCHEDULE SHEATHING & NAILING PER SCHEDULE / PLAN PONY WALL (WHERE APPLICABLE) 1' -0" ± HORIZONTAL REINFORCEMENT 'PER SCHEDULE WALL VERTICAL REINFORCEMENT (W/ BEND) PER SCHEDULE CENTER REINFORCEMENT IN WALL WATERPROOFING PER CONTRACTOR TYP. THICKENED SLAB WALL FOOTING 3/4" = 1' K LAP SPLICE AND DEVELOPMENT LENGTH SCHED. bKQbSt DES1GN W9KKS 1708 187TH AVE NE BELLEVUE WA 98008 206.409.6690 SHEET NUMBER TRUSS TO BLKG, EARWALL SCHED. 148 x 3-1/4" AILS @ 6" O.C. PANEL EDGE NAILING PER SHEARWALL SCHEDULE CONTINUOUS NAILER MIN. 2x4, TOP & BOTTOM SHEATHING FILLER PIECE * A35F CLIP PANEL EDGE NAILING PER SHEARWALL SCHEDULE 7/16" 0.5.3 SHEAR PANEL. PLATE NAILING PER SHEAR WALL SCHEDULE * * IF TYPE 4B, 3B , 2B DOUBLE SIDED PLYWOOD SHEARWALL, USE A35 CLIPS PER SHEARWALL SCHEDULE IN LIEU OF 2x BLOCKING & PLATE NAILING FLOOR TRUSS PERPENDICULAR TO WALL SECTION U /S3 0.131 x 3-1/4" NAILS @ 6" 0.0. AT BLOCKING (9 NAILS MIN.) 2x BLKG. BETWEEN BRACES L 1 DIAPHRAGM EDGE NAILING PER PLAN COIL STRAP PER PLAN INTERIOR SHEARWALL PERP. TO ROOF TRUSS 2x4 AT 6' -0" O.C. FOR BRACE MEMBER W/ (2) 0.148 x 3 -1/4" NAILS TO EACH TRUSS BOTTOM CHORD FLOOR SHEATHING 0/ MANUFACTURED TRUSSES 2x BLOCKING W/ PLATE NAILING PER SHEARWALL SCHEDULE (MIN. 16d @ 6" 0.C.) FOR SHEARWALL TYPE 4B AND HIGHER USE A35 CLIP IN LIEU OF 2x BLKG. (IF BLOCKING IS NOT USED, USE A35(F) CLIPS PER SHEARWALL SCHEDULE) (2) 16d NAILS EA. SIDE OF SHEAR PANEL TO T & B CHORD OF TRUSS PREMANUFACTURED ROOF TRUSSES PER PLAN DESIGN SHEAR PANELS BETWEEN TRUSSES FOR AXIAL LOAD (IN -PLANE SHEAR) NOTED ON PLAN PLATE ATTACHMENT PER SHEAR WALL SCHEDULE STUDS & SPACING PER PLAN SHEARWALL NAILING & SHEATHING PER PLAN & SCHEDULE 2x BLOCKING W/ PLATE NAILING PER SHEARWALL SCHEDULE 0.148 x 3 -1/4" NAILS CLIP PER SW SCHED. IN LIEU OF BLKG. AT S.W. W/ (2) ROWS OF PLATE NAILING OR MORE 2x4 BLOCKING WI (3) 0.148 x 3 -1/4" NAILS NAILS AT EACH END TO TRUSS TOP CHORDS AT EACH BRACE MEMBER T T X (22x4 BRACES AT 6' -0" O.C. (3 0.148 x 3 -1/4" NAILS EACH END, EACH SIDE TYP. TRUSS WIND BRACING @ ALL GABLE ENDS 3/4" = 1' 3/4" = 1 ` PANEL EDGE NAILING PER SHEARWALL SCHEDULE SHEATHING FILLER PIECE *A35F PANEL EDGE NAILING PER SHEARWALL SCHEDULE 7/16" O.S.B SHEAR PANEL PLATE NAILING PER SHEARWALL SCHEDULE * DIAPHRAGM PANEL EDGE NAILING FLOOR SHEATHING PER BLOCKING PANELS STRUCTURAL NOTES, @ 4' -0" 0.C. NAIL PER PLAN � y . .w. PLATE NAILING PER SHEARWALL SCHEDULE (MIN. 16d @ 6" O.C.) FOR SHEARWALL TYPE 4B AND HIGHER USE A35F CLIP * IF 4B, 3B, 2B DOUBLE SIDED PLYWOOD SHEARWALL, USE A35 CLIPS PER SHEARWALL SCHEDULE IN LIEU OF 2x BLOCKING & PLATE NAILING PREMANUFACTURED FLOOR TRUSSES PER PLAN M Q U FLOOR TRUSS PARALLEL TO WALL TRUSS TO WALL CONNECTION NP. TRUSS WIND BRACING SECTION 3/4" = 1' ROOF DIAPHRAGM NAILING PER PLAN 2x4 BLOCKING, VENT BLOCKS AS REQ'D PER PLAN SIMPSON H1 EA. TRUSS PANEL EDGE NAILING PER SHEARWALL SCHEDULE WALL SHEATHING PER PLAN & SHEARWALL SCHEDULE PREMANUFACTURED ROOF TRUSSES PER PLAN ROOF SHEATHING PER PLAN STRUCTURAL NOTES 3/4" = 1' 2x4 BLOCKING @ BOTTOM TRUSS CHORD 2x4 BLOCKING @ TOP TRUSS CHORD NOTE: TRUSSES AND SHEARWALL BLOCKING NOT SHOWN FOR CLARITY NAIL PER T /S3 2x4 BRACES PER T /S3 CENTER BLOCKING, NAIL FROM EACH SIDE OF BRACE DOUBLE TOP PLATE OF STUD WALL AND STUDS PER PLAN 3/4" = 1 (3)16d BLOCKING TO PLATES @ EA. PANEL 3/4" T&G PLYWOOD SUBFLOOR W/ EDGE NAILING TO BLO KING PANEL BELOW, PER PLAN 8d @ 6" 0.C. ALL EDGES 7/16" 0.3.6 STIFFENER W/ 8d @ 6" O.C. ALL EDGES 2x4 BLOCKING (4 SIDES) WI 8d @ 16" O.C. ALL EDGES 2x STUDS @ 16" O.C. SECTION SUB FLOOR PER PLAN PREMANUFACTURED FLOOR TRUSSES PER PLAN DBL 2x TOP PLATE 2x BLOCKING 0.S.B STIFFENER ELEVATION (3)16d TO PLATES TYP EA PANEL S E C T IO N R V FLOOR TRUSS BLOCKING ® BEARING & SHEARWALLS TRUSS TO WALL DRAG NON- BEARING WALL TO TRUSS CONNECTION 3/4" = 1' BLOCKING SIMPSON STRAP PER PLAN AT 1 -PLY TRUSS OMIT BLK'G AT 2 -PLY OR MULTI-PLY SHEAR TRUSS TOP PLATES OR BEAM TRUSS TRUSS W/ EDGE NAILING. ENTIRE LENGTH. TRUSS MFR. TO DESIGN TRUSS TO RESIST SHEAR LOAD INDICATED ON PLANS (MIN. 1500 LBS) TTTTfTifTITTTT OF STRAP 11 11I!1111!1 / SECTION 2x BLK'G, L =4' -0" W/ (2)ROWS OF 16d NAILS @ 4" O.C. STAGGERED. POST PER PLAN 3/4" = 1' TYP PARTITION WALL PARALLEL TO TRUSSES 1/2" GAP BELOW BOTTOM CHORD, TYP. TYP PARTITION WALL PERPENDICULAR TO TRUSSES PARALLEL MUM ill BOTTOM CHORD OF ROOF TRUSS PER PLAN PERPENDICULAR ROOF TRUSSES PER PLAN 2x4 VERT. BLOCKING @ 24" 0.C. STC CLIP @ 24" O.C. SLOT UP. NAIL MID HEIGHT OF SLOT 1/2" GAP BELOW BLOCKING, TYP. x4 DOUBLE TOP PLATE, TYP. STC CLIP @ 24" O.C. SLOT UP. NAIL MID HEIGHT OF SLOT 1/2" = 1' FLOOR TRUSSES W/ (2) -H2.5 @ EACH BEARING END O.S.B. PANEL OVER 2x4 BLOCKING. NAIL ALL EDGES W/ 8d'S @ 6" 0.C. 2x STUD W/ PLYWOOD E.N. © PANEL EDGES i STRAP PER PLAN 0/ PLYWOOD FILL ALL STRAP HOLES W/ SPECIFIED NAILS SHEATHING PER PLAN NOTE: STRAP AT BEAM LOCATIONS SIMILAR (2)2x4 BACKING @ PANEL BLOCKING H2.5 @ EACH END (2)2x4 BLOCKING AT STRAP (8)16d @ BLOCKING PANEL TO FLOOR TRUSS 0 2ND FLOOR HD STRAP TO BLK'G PANEL 4' -O" W/ (20) 0.148 x 3 -1/4" NAILS © EACH PLATE SPLICE U.N.O. STUD W ALL DBL. 2x TOP PLATE REVIEWED FOR CODE COMPLIANCE JUN 12 2000 City Of Tukwila BUILDING DIVISION S W TOP PLATE SPLICE SIMPSON MSTI -26, UNO E c OVER PLYWOOD = J MIN. 4x POST FULL BEARING FOR HEADER END NAILING PER SCHEDULE PLYWOOD PER PLAN • TOP PLATES AS REQUIRED — CONTINUOUS HEADER DBL. TOP PLATE OF STRAP MIN 4x POST W/ 2x STUD PLYWOOD SHEAR MATERIAL PER PLAN 2x STUDS PER PLAN. 2x P.T. PLATE PER PLAN HOLDOWNS PER PLAN A.B.'S PER PLAN RECEIVED CITY OF TUKWILA APR 1 8 2008 PERMIT CENTER GARAGE FRONT SHEAR PANEL 3/4" = 1' 3/4" = 1' 1/2" = 1' L)K9L)ST DESIGN WPKKS • • ■■ 1708 187TH AVE NE BELLEVUE WA 98008 206.409.6690 REVISED 1 /4 " =1' -0" SCALE 1.08,08 DATE DETAILS B.J. COMPUTER FILE NAME S3 SHEET NUMBER 00 0 N Cc) 0 CV 00 55 C) C!) LL1 z 0 CD oo LLB w I F- N L P TRUSS MFR. TO DESIGN GABLE END TRUSS FOR 4500 LB LATERAL AXIAL LOAD, AND 16.2 PSF WIND LOAD ON TRUSS FACE NAIL PER SH 0. T MECHANICAL SYSTEMS Electrical 60. Electrical Connections. Equipment electrical connection shall be regulated in accordance with the adopted state electrical code. Exceptions: 1. Means of disconnect. Independent means of disconnect for the electrical supply to each piece of equipment shall be provided in sight of the equipment served when the supply voltage exceeds 50 volts. 2. Service Receptacle. A 120 -volt service receptacle shall be located within 25 feet of, and on the same level as, the equipment. 3. Illumination. Permanent switch controlled lighting shall be installed for maintenance of equipment. The lighting shall provide sufficient illumination to safely approach the equipment and perform maintenance. Control of the lighting shall be provided at the access entrance. Equipment 61. Mechanical Equipment.. Equipment shall be approved by the building official for safe use or comply with applicable nationally recognized standards as evidenced by the listing and label of an approved agency. Listed appliances. The installer shall leave the manufacturers installation and operating instructions attached to the appliance. Clearances of listed appliances from combustible materials shall be as specified in the listing or on the rating plate. 62. Water Heaters. Fuel burning water heaters shall not be installed in bathrooms or in a closet with access only through a bedroom or bathroom. Exceptions: 1. Water heaters installed having direct vent systems. 2. Water heaters installed in a closet that has a weather- stripped solid door with an approved door closing device, and designed exclusively for the water heater and where all air for combustion and ventilation is supplied from the outdoors. 3. Water heaters of the automatic storage type installed as a replacement in a bathroom, when specifically approved, properly vented and supplied with adequate combustion air. Heating system 63. Heating Facilities. Dwelling units, guest rooms and congregate residence shall be provided with heating facilities capable of maintaining 70'F at a point 3 feet above the floor in all habitable rooms, when the outside temperature is as set forth in Section 302, WSEC. 64. Listing Required. All furnaces shall be listed and labeled by an approved agency and installed to listed specifications. Location 65. Installation Per Listing. Equipment shall be located as required in Section M1306, IRC, specific requirements elsewhere in the IRC and the conditions of the equipment's approval. Section 66. Prohibited Location. Fuel- burning equipment shall not be installed in a closet, bathroom or a room readily usable as a bedroom, or in a room, compartment or alcove opening directly into any of these, except direct vent equipment, electric heat furnaces and other conditions noted in Section M1306.2.1, IRC. In areas subject to flooding, equipment which would be damaged or create hazardous conditions if subjected to inundation shall not be installed at or below grade unless suitably protected by elevation or other approved means, 67, Liquefied petroleum gas burning appliances shall not be installed in a pit, an underfloor space, below grade or similar location where vapors or fuel might unsafely collect unless an approved method for the safe collection, removal and containment or disposal of the vapors or fuel is provided. 68. Clearances. Furnaces within compartments or alcoves shall have a minimum working space clearance of 3 inches along the sides, back and top with a total width of the enclosing space being at least 12 inches wider than the furnace. Section M1306, IRC. 69. Access and Service Space. Equipment requiring routine inspection or maintenance shall be provided with sufficient access to allow inspection, maintenance and replacement without removing permanent construction or other equipment or disabling the function of required fire- resistant construction. Section M1305, IRC. Furnace installations in attics or crawl spaces shall comply with Section M1305.1.3, IRC 70. Support. Appliances designed to be in a fixed position shall be securely fastened in place. Supports for appliances shall be designed and constructed to sustain vertical and horizontal loads within the stress limitations in the building code. Section M1307.2, IRC. 71. Mechanical System in Garage. A. Protection from damage. Equipment shall not be installed in a location where it is subject to mechanical damage unless protected by approved, substantial barriers, Section M1307.3.1. B. Elevation of ignition source, Heating or cooling equipment located in a garage and which generates a glow, spark, or flame capable of igniting flammable vapors shall be installed with the pilots and burners or heating elements and switches at least 18 inches above the floor level. Section M1307.3 72. Fire dampers. Fire dampers need not be installed in air ducts passing through the wall, floor, or ceiling separating a residence (Group R, Division 3 Occupancy) from a garage (Group U, Division 1 Occupancy), provided such ducts within the garage are constructed of steel having a thickness not less than 0.019 inch (No. 26 galvanized sheet gauge) and have no openings into the garage. Venting and Combustion Air 73. All fuel burning equipment shall be provided with combustion air. Appliances located within the building envelope shall obtain combustion air from outdoors. Heating equipment located within the Building Envelope shall be thermally isolated from the heated area. Chapter 17 IRC DEFINITION: Building Envelope. The elements of a building which enclose conditioned spaces through which thermal energy may be transferred to or from the exterior. Section 201, WSEC. 74. Every appliance designed to be vented shall be connected to a venting system complying with Chapter 18, IRC. 75, Every factory -built chimney, Type L vent, Type B gas vent, or Type BW gas vent shall be installed in accordance with the terms of its listing, manufacturer's instructions, and the applicable provisions of Chapter 18, IRC. 76. 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 M1803.3.4 and Table M1306.2 IRC. and Figure 1306.1 IRC 77. Type B or BW, Type B or BW gas vent shall terminate per M1804 IRC Duct work 78. Duct systems shall be of metal as set forth in Table M1601.1.1(2) IRC factory made air ducts complying with Chapter 16, IRC. Joints and seams shall be substantially airtight by means of tapes, mastics, gaskets or other means. 2003 WASHINGTON STATE ENERGY CODE, 2ND ED. REQUIREMENTS FOR DWELLINGS IN CLIMATE ZONE 1 El. Access Hatches and Doors. Access doors from conditioned spaces to unconditioned spaces (e.g., attics and crawl spaces) shall be weather - stripped and insulated to a level equivalent to the insulation on the surrounding surfaces. Access shall be provided to all equipment which prevents damaging or compressing the insulation. A wood framed or equivalent baffle or retainer must be provided when loose fill insulation is installed. Section 502.1.4.4. WSEC INSULATION: All insulation materials, including facings such as vapor barriers or breather papers, installed within floor /ceiling assemblies, roof /ceiling assemblies, walls, crawl spaces, or attics shall have a flame - spread rating not to exceed 25 and a smoke density not to exceed 450 Exceptions: 1. Foam plastic insulation shall comply with Section R314, IRC. 2. When such materials are installed in concealed spaces, the flame spread and smoke - developed limitations do not apply to the facing, provided that the facing is installed in substantial contact with the unexposed surface of the ceiling, floor, or wall finish. 3. Cellulose insulation shall comply with Section R316 IRC E2. Insulation Clearances. Where required, insulation shall be installed with clearances according to manufacturer's specifications. Insulation shall be installed so that required ventilation is unobstructed. For blown or poured loose fill, clearances shall be maintained through installation of a permanent retainer. Section 502.1.4.3 WSEC E3. Roofs /Ceilings. Open blown or poured loose fill insulation may be used where the slope of the ceiling is not more than 3:12 and there is more than 30 inches from the top of the ceiling framing to the underside of the roof sheathing at the roof ridge. When eave vents are installed, baffling of the vent openings shall be provided so as to deflect the incoming air above the surface of the insulation. Baffles shall be rigid material, resistant to wind driven moisture. Section 502.1.4.5 WSEC Refer to Section R806 IRC for additional information. E4. Walls. Insulation installed in exterior walls shall comply with the provisions of this section. All wall insulation shall fill the entire framed cavity. Exterior wall cavities isolated during framing shall be fully insulated to the levels of surrounding walls. All faced insulation shall be face stapled to avoid compression. Section 502,1.4.6 WSEC E5. Floors. Floor insulation shall be installed in a permanent manner in substantial contact with the surface being insulated. Insulation supports shall be installed so spacing is no more than 24 inches on center. Foundation vents shall be placed so that the top of the vent is below the lower surface of the floor insulation. Section 502.1.4.7 WSEC E6. Slabs. Perimeter insulation installed on the inside of the foundation wall shall extend downward from the top of the slab for a minimum of 24 inches. Insulation installed on the outside of the slab shall extend downward from the top to the bottom of the footing. Thermal breaks shall be placed in the slab between conditioned and unconditioned spaces. The entire area of a radiant slab shall be thermally isolated from the soil, with a minimum of R -10 insulation. The insulation shall be an approved product for its intended use. Section 502.1.4.8 WSEC Radiant Slabs. The entire area of a radiant slab shall be thermally isolated from the soil with a minimum of R -10 insulation, The insulation shall be an approved product for its intended use. Section 502.1.4.9 WSEC E7. Below Grade Walls. Below grade exterior wall insulation (cold side of the wall) shall extend from the top of the below grade wall to the top of the footing and shall be approved for below -grade use. Above grade insulation shall be protected. Insulation used on the interior (warm side of the wall) shall extend from the top of the below -grade wall to the below -grade floor level. Section 502.1.4.10 WSEC Moisture Control. Section 502.1.6.1 WSEC - Vapor retarders shall be installed on the warm side (in winter) of the insulation as specified in E -8 through E -11. E8. Roof /Ceiling assemblies where the ventilation space above the insulation is less than an average of 12 inches shall be provided with a vapor retarder. Faced batt insulation where used as a vapor retarder shall be face stapled. Single rafter joist vaulted ceiling cavities shall be of sufficient depth to allow a minimum one inch vented air space above the insulation. Vapor retarders are not required where the ventilation space above the insulation averages 12 inches or greater or where the insulation is installed between the roof membrane and the structural roof deck. Section 502.1.6.3 WSEC E9. Walls separating conditioned space shall have a vapor retarder installed. Faced batt insulation shall be face stapled. Section 502.1.6.6 WSEC E10. Floors separating conditioned space from unconditioned space shall have a vapor retarder installed with a one perm dry cup (4 ml.) rating or less. Section 502.1.6.2 WSEC Eli. Ground cover of six mil (0.006" thick) black polyethylene or approved equal shall be laid over the ground within crawl spaces. The ground cover shall be overlapped 12" minimum at the joints and shall extend to the foundation wall. Section 502.1.6.7 WSEC Exception: The ground cover may be omitted in crawl spaces if the crawl space has a concrete slab floor with minimum thickness of 3 -1/2 inches. Section 502.1.6.7 WSEC E12. Air Leakage Control. Seal all exterior openings A. Exterior doors and windows shall be designed to limit air leakage into or from the building envelope, except for assemblies that are required to be of fire- resistive construction. Section 502.4.3 WSEC B. Exterior joints around windows and door frames, openings between walls and foundation, between roof and wall panels; openings at penetrations of util ity services through wall, floors and roofs; and all other openings in the building envelope shall be sealed, caulked, gasketed, or weather stripped. All other openings shall be sealed , caulked, gasketed or weather-stripped to limit air leakage. Section 502.4.3 WSEC C. Site constructed doors and windows are not required to be tested, but shall be made tight fitting. Fixed lights shall be stopped with salient all around, Operating sash shall have weather- stripping working against overlapping trim, and a latch which will hold the sash closed. D. Recessed Light Fixtures. When installed in the building envelope, recessed lighting fixtures shall meet one of the following requirements : 1. Type IC rated, manufactured with no penetrations between the inside of the recessed fixture and the ceiling cavity, and sealed or gasketed to prevent air leakage into the unconditioned space. 2, Type IC, installed inside a sealed box constructed from a min. 1/2 inch thick gypsum wall board, or constructed from a preformed polymeric vapor barrier, or other air tight assembly manufactured for this purpose. 3. Type IC rated, certified under ASTM E283 to have no more than 2.0 cfm air movement from the conditioned space to the ceiling cavity. The lighting fixture shall be tested at 75 Pascals or 1.57 lbs/ft2 pressure difference and have a label attached, showing compliance. Section 502.4.4 WSEC 2006 ENERGY CODE COMPLIANCE: THIS PLAN IS DESIGNED TO FOLLOW PRESCRIPTIVE OPTION IV 0,1 PRESCRIPTIVE REQUIREMENTS FOR GROUP R OCCUPANCY - CLIMATE ZONE 1 - ALL FUELS X OPTIONS IV. GLAZING AREA % OF FLOOR UNLIMITED GROUP R -3 OCC. ONLY GLAZING U- FACTOR VERTICAL 0.35 OVERHEAD 0.58 DOOR 7 U - FACTOR 0.20 CEILING 2 R -38 VAULTED CEILING 3 R -30 WALL 1 ° ABOVE GRADE R -21 WALL- - INT 4 BELOW GRADE R -21 WALL - EXT BELOW GRADE R -10 FLOOR R -30 SLAB ON GRADE R -10 NOTE" * REFERENCED CASE 0. NOMINAL R- VALUES ARE FOR WOOD FRAME ASSEMBLIES ONLY OR ASSEMBLIES BUILT IN ACCORDANCE WITH SECTION 601.1 1. MINIMUM REQUIREMENTS FOR EACH OPTION LISTED. FOR EXAMPLE, IF A PROPOSED DESIGN HAS A GLAZING RATIO TO CONDITIONED FLOOR AREA OF 13 %, IT SHALL COMPLY WITH ALL OF THE REQUIREMENTS OF THE 15% GLAZING OPTION (OR HIGHER). PROPOSED DESIGNS WHICH CANNOT MEET THE SPECIFIC REQUIREMENTS OF A LISTED OPTION ABOVE MAY CALCULATE COMPLIANCE BY CHAPTERS 4 OR 5 OF THE W.S.E.C. 2. REQUIREMENT APPLIES TO ALL CEILINGS EXCEPT SINGLE RAFTER OR JOIST VAULTED CEILING. "ADV" DENOTES ADVANCED FRAMING CEILING. 3. REQUIREMENT APPLICABLE ONLY TO SINGLE RAFTER OR JOIST VAULTED CEILING. 4. BELOW GRADE WALLS SHALL BE INSULATED EITHER ON THE EXTERIOR TO A MINIMUM LEVEL OF R -10, OR ON THE INTERIOR TO THE SAME LEVEL AS WALLS ABOVE GRADE. EXTERIOR INSULATION INSTALLED ON BELOW GRADE WALLS SHALL BE A WATER RESISTANT MATERIAL, MANUFACTURED FOR ITS INTENDED USE, AND INSTALLED ACCORDING TO THE MANUFACTURERS SPECIFICATIONS. SEE SECTION 602.2. 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 USE, AND INSTALLED ACCORDING TO MANUFACTURER'S SPECIFICATIONS. SEE SECTION 602.4. 7. DOORS, INCLUDING ALL FIRE DOORS, SHALL BE ASSIGNED DEFAULT U- FACTORS FROM TABLE 10 -6C. 8. WHERE A MAXIMUM GLAZING AREA IS LISTED, THE TOTAL GLAZING AREA (COMBINED VERTICAL PLUS OVERHEAD) AS A PERCENT OF GROSS CONDITIONED FLOOR AREA SHALL BE LESS THAN OR EQUAL TO THAT VALUE. OVERHEAD GLAZING WITH U-- FACTOR OF U =.40 OR LESS IS NOT INCLUDED IN GLAZING AREA LIMITATIONS. 9. OVERHEAD GLAZING SHALL HAVE U-- FACTORS DETERMINED IN ACCORDANCE WITH NFRC 100 OR AS SPECIFIED IN SECTION 502.1.5. 10. LOG AND SOLID TIMBER WALLS WITH A MINIMUM AVERAGE THICKNESS .OF 3.5" ARE EXEMPT FROM THIS INSULATION REQUIREMENT. PRESCRIPTIVE HEATING SYSTEM SIZING HEATED FLOOR AREA 2813 x 20 BTU PER S.F. = 56260 BTU'S 90% OR MORE EFFICIENT GAS FURNACE IS REQUIRED WHEN EXCEEDING 20 BTU PER S.F. E14. Duct Construction. All duct work shall be constructed in accordance with standards RS -15, RS -16, RS -17, RS -18, RS -19, or RS -20, as applicable, and the Uniform Mechanical Code. Section 503.10 WSEC E15. Zoning for Temperature Control. Readily accessible manual or automatic means shall be provided to partially restrict or shut off the heating and /or cooling input to each zone. Section 503.8.3.1WSEC E16. Thermostat Control. Each system shall be provided with at least one adjustable thermostat for the regulation of temperature. Each shall be capable of being set by adjustment or selection of sensors as follows: a. Heating 55 - 75 degrees F. b. Cooling 75 - 85 degrees F. c. For heating and cooling 55 -85 degrees and shall be capable of operating the system heating and cooling sequence. Section 503.8 WSEC E17. Pipe Insulation. All piping shall be thermally insulated in accordance with Table 5 -12, Cold water pipes outside shall be insulated per 51 -46 WAC. Section 503.11 WSEC E18. Conservation of Hot Water. Showers and lavatories used for other than safety reasons shall be equipped with flow control devices to limit the total water flow as set forth in WAC 51 -46. Section 504.8 WSEC E19. Water Heaters, Storage Tanks, and Boilers. All storage water heaters shall meet with requirements of the 1987 NAECA (National Appliance Energy Conservation Act) and be so labeled. Electric water heaters in unheated spaces or on concrete floors shall be placed on an incompressible, insulated surface with a minimum thermal resistance of R -10. Section 504.2.1 WSEC VENILATION NOTE: ALL DOORS ARE TO BE UNDERCUT A MIN. OF 1/2" ABOVE THE SURFACE OF THE FINISHED FLOOR PER 302.3.5.3 2003 VIAQ. WHOLE HOUSE VENTILATION INEGRATED WITH A FORCED AIR HEATING SYSTEM (VIAQ 303.4.2) - 8" MAX. FRESH AIR DUCT, CONNECTED TO THE FURNACE RETURN PLENUM, SIZED PER TABLE 3-5 - FRESH AIR INLET DUCT DAMPER TO BE A MOTORIZED DAMPER - OUTDOOR AIR INLETS SHALL BE SCREENED OR OTHERWISE PROTECTED FROM ENTRY BY LEAVES OR OTHER MATERIAL AND LOCATED PER VIAQ 303.4.2.4 - ALL VENTILATION SUPPLY DUCTS IN THE CONDITIONED SPACE SHALL BE INSULATED TO A MINIMUM OF R -4 VIAQ 303.4.2.3 - FRESH AIR INLETS ARE REQUIRED IN ALL BEDROOMS AND IN EACH HABITABLE ROOM (INCLUDING BEDROOMS, KITCHEN, ETC. , BUT NOT BATHROOMS OR UTILITY ROOMS. - INSTALL AN OUTSIDE AIR INTAKE DUCT & CONNECT TO RETURN AIR PLENUM, WITHIN 4' OF BLOWER - EXHAUST FANS PROVIDING WHOLE HOUSE VENTILATION SHALL HAVE A FLOW RATING AT 0.25" WATERGUAGE AS SPECIFIED IN TABLE 3 -2. MFR'S FLOW RATING SHALL BE DETERMINED ACCORDING TO HVI 916 (APRIL 1995) OR AMCA 210. ADD 1" DIAMETER FOR FLEXT DUCT; FOR LENGTHS OVER 20'; EACH ELBOW AFTER 3RD ELBOW THE TERMINAL ELEMENT SHALL BE SAM SIZE AS CONNECTING DUCTWORK OR 8 ", WHICHEVER IS LARGER 2003 Ventilation and Indoor Air Quality Code (VIAQC) WAC 51 -13 V1. Minimum Ventilation Performance. Each dwelling unit or guest room shall be equipped with source specific and whole house ventilation system. Section 302 and 303 VIAQC V2. REFER TO MAQC FORM ATTACHED V3. Formaldehyde Reduction Measures. All structural panel components within the conditioned space such as plywood, particle board, wafer board, and oriented strand board shall be identified as "EXPOSURE 1" "EXTERIOR" or "HUD - APPROVED." Section 401.1 VIAQC V4. Solid Fuel Burning Appliances. Solid fuel burning appliances shall be provided with the following: A. Tight fitting metal or ceramic glass doors. B. A source from outside the structure of primary combustion air, connected to the appliance per manufacturer's specification. The air inlet shall originate at a point below the fire box. The duct shall be 4 inches or greater in diameter, not to exceed 20 feet in length, and be installed as per manufacturer's instructions; or, the appliance and manufacturer's recommended combustion air supply, as an installed unit, shall be certified by an independent testing laboratory to have passed Test No. 11- Negative Pressure Test, Section 12.3 of ULC (Underwriter's Laboratory of Canada) S627 -M1984 "Space Heaters for Use with Solid Fuels," modified per Section. 402.2 VIAQC Exception: Combustion air may be supplied to the room in which the solid WHOLE HOUSE FAN SIZE - PER TABLE 3 -2 4 BEDROOMS & 2813 SF 105 CFM MIN. - 158 CFM MAX. FOR I COMPUAM `E .,p JUN 12 ?OH City Of Tukwila ... BUILDING DIVISION 1. The solid fuel burning appliance is part of a central heating plant and installed in an unconditioned space in conformance with the UMC; or 2. The solid fuel burning appliance is installed in existing construction directly on a concrete floor or surrounded by masonry materials as in a fireplace. The combustion air terminus shall be located as close to the solid fuel burning appliance as possible and shall be provided with a barometric damper or equivalent. The combustion air source shall be specified by the manufacturer or no less than 4 inches in diameter or the equivalent in area or as approved. V5. Fireplaces. Fireplaces shall be provided with each of the following: A. Tightly fitting flue dampers, operated by a readily accessible manual or approved automatic control. Exception: Fireplaces with gas logs shall be installed in accordance with Section 901, UMC as amended by the state. B. An outside source for combustion air ducted into the fire box. The duct shall be at least six square inches, and shall be provided with an operable outside air duct damper. See section 402.3 for exception. C. Site built fireplaces shall have tight fitting glass or metal doors, or a flue draft induction fan or as approved to minimize back drafting. Factory built fireplaces shall use doors listed for the installed appliance. Section 402.3 VIAQC VE❑ cITY RECEI of Tultwl PERMIT APR CENT18 2008 ER bK?b5T DESIGN WC2P.K5 1708 187TH AVE NE BELLEVUE, WA 98008 206.409.6690 Q.B. ■ U Z w O U - 65 C/1 U Z O ce w 0 w a- REt4SED DRAWN 1 /4 " =1 -0 SCALE 4.17.07 DATE HAWES --P COMPUTER FILE NAME N1 SHEET NUMBER 0 CV C7 0 N 0 cNi co a) 0) Ca W z 0 CO W 0 W MIN. SOURCE SPECIFIC VENTILATION CAPACITY REQUIREMENTS BATHROOMS KITCHENS INTERMITTENTLY OPERATING 50 CFM 100 CFM CONTINUOUSLY OPERATING 20 CFM 25 CFM MECHANICAL SYSTEMS Electrical 60. Electrical Connections. Equipment electrical connection shall be regulated in accordance with the adopted state electrical code. Exceptions: 1. Means of disconnect. Independent means of disconnect for the electrical supply to each piece of equipment shall be provided in sight of the equipment served when the supply voltage exceeds 50 volts. 2. Service Receptacle. A 120 -volt service receptacle shall be located within 25 feet of, and on the same level as, the equipment. 3. Illumination. Permanent switch controlled lighting shall be installed for maintenance of equipment. The lighting shall provide sufficient illumination to safely approach the equipment and perform maintenance. Control of the lighting shall be provided at the access entrance. Equipment 61. Mechanical Equipment.. Equipment shall be approved by the building official for safe use or comply with applicable nationally recognized standards as evidenced by the listing and label of an approved agency. Listed appliances. The installer shall leave the manufacturers installation and operating instructions attached to the appliance. Clearances of listed appliances from combustible materials shall be as specified in the listing or on the rating plate. 62. Water Heaters. Fuel burning water heaters shall not be installed in bathrooms or in a closet with access only through a bedroom or bathroom. Exceptions: 1. Water heaters installed having direct vent systems. 2. Water heaters installed in a closet that has a weather- stripped solid door with an approved door closing device, and designed exclusively for the water heater and where all air for combustion and ventilation is supplied from the outdoors. 3. Water heaters of the automatic storage type installed as a replacement in a bathroom, when specifically approved, properly vented and supplied with adequate combustion air. Heating system 63. Heating Facilities. Dwelling units, guest rooms and congregate residence shall be provided with heating facilities capable of maintaining 70'F at a point 3 feet above the floor in all habitable rooms, when the outside temperature is as set forth in Section 302, WSEC. 64. Listing Required. All furnaces shall be listed and labeled by an approved agency and installed to listed specifications. Location 65. Installation Per Listing. Equipment shall be located as required in Section M1306, IRC, specific requirements elsewhere in the IRC and the conditions of the equipment's approval. Section 66. Prohibited Location. Fuel- burning equipment shall not be installed in a closet, bathroom or a room readily usable as a bedroom, or in a room, compartment or alcove opening directly into any of these, except direct vent equipment, electric heat furnaces and other conditions noted in Section M1306.2.1, IRC. In areas subject to flooding, equipment which would be damaged or create hazardous conditions if subjected to inundation shall not be installed at or below grade unless suitably protected by elevation or other approved means, 67, Liquefied petroleum gas burning appliances shall not be installed in a pit, an underfloor space, below grade or similar location where vapors or fuel might unsafely collect unless an approved method for the safe collection, removal and containment or disposal of the vapors or fuel is provided. 68. Clearances. Furnaces within compartments or alcoves shall have a minimum working space clearance of 3 inches along the sides, back and top with a total width of the enclosing space being at least 12 inches wider than the furnace. Section M1306, IRC. 69. Access and Service Space. Equipment requiring routine inspection or maintenance shall be provided with sufficient access to allow inspection, maintenance and replacement without removing permanent construction or other equipment or disabling the function of required fire- resistant construction. Section M1305, IRC. Furnace installations in attics or crawl spaces shall comply with Section M1305.1.3, IRC 70. Support. Appliances designed to be in a fixed position shall be securely fastened in place. Supports for appliances shall be designed and constructed to sustain vertical and horizontal loads within the stress limitations in the building code. Section M1307.2, IRC. 71. Mechanical System in Garage. A. Protection from damage. Equipment shall not be installed in a location where it is subject to mechanical damage unless protected by approved, substantial barriers, Section M1307.3.1. B. Elevation of ignition source, Heating or cooling equipment located in a garage and which generates a glow, spark, or flame capable of igniting flammable vapors shall be installed with the pilots and burners or heating elements and switches at least 18 inches above the floor level. Section M1307.3 72. Fire dampers. Fire dampers need not be installed in air ducts passing through the wall, floor, or ceiling separating a residence (Group R, Division 3 Occupancy) from a garage (Group U, Division 1 Occupancy), provided such ducts within the garage are constructed of steel having a thickness not less than 0.019 inch (No. 26 galvanized sheet gauge) and have no openings into the garage. Venting and Combustion Air 73. All fuel burning equipment shall be provided with combustion air. Appliances located within the building envelope shall obtain combustion air from outdoors. Heating equipment located within the Building Envelope shall be thermally isolated from the heated area. Chapter 17 IRC DEFINITION: Building Envelope. The elements of a building which enclose conditioned spaces through which thermal energy may be transferred to or from the exterior. Section 201, WSEC. 74. Every appliance designed to be vented shall be connected to a venting system complying with Chapter 18, IRC. 75, Every factory -built chimney, Type L vent, Type B gas vent, or Type BW gas vent shall be installed in accordance with the terms of its listing, manufacturer's instructions, and the applicable provisions of Chapter 18, IRC. 76. 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 M1803.3.4 and Table M1306.2 IRC. and Figure 1306.1 IRC 77. Type B or BW, Type B or BW gas vent shall terminate per M1804 IRC Duct work 78. Duct systems shall be of metal as set forth in Table M1601.1.1(2) IRC factory made air ducts complying with Chapter 16, IRC. Joints and seams shall be substantially airtight by means of tapes, mastics, gaskets or other means. 2003 WASHINGTON STATE ENERGY CODE, 2ND ED. REQUIREMENTS FOR DWELLINGS IN CLIMATE ZONE 1 El. Access Hatches and Doors. Access doors from conditioned spaces to unconditioned spaces (e.g., attics and crawl spaces) shall be weather - stripped and insulated to a level equivalent to the insulation on the surrounding surfaces. Access shall be provided to all equipment which prevents damaging or compressing the insulation. A wood framed or equivalent baffle or retainer must be provided when loose fill insulation is installed. Section 502.1.4.4. WSEC INSULATION: All insulation materials, including facings such as vapor barriers or breather papers, installed within floor /ceiling assemblies, roof /ceiling assemblies, walls, crawl spaces, or attics shall have a flame - spread rating not to exceed 25 and a smoke density not to exceed 450 Exceptions: 1. Foam plastic insulation shall comply with Section R314, IRC. 2. When such materials are installed in concealed spaces, the flame spread and smoke - developed limitations do not apply to the facing, provided that the facing is installed in substantial contact with the unexposed surface of the ceiling, floor, or wall finish. 3. Cellulose insulation shall comply with Section R316 IRC E2. Insulation Clearances. Where required, insulation shall be installed with clearances according to manufacturer's specifications. Insulation shall be installed so that required ventilation is unobstructed. For blown or poured loose fill, clearances shall be maintained through installation of a permanent retainer. Section 502.1.4.3 WSEC E3. Roofs /Ceilings. Open blown or poured loose fill insulation may be used where the slope of the ceiling is not more than 3:12 and there is more than 30 inches from the top of the ceiling framing to the underside of the roof sheathing at the roof ridge. When eave vents are installed, baffling of the vent openings shall be provided so as to deflect the incoming air above the surface of the insulation. Baffles shall be rigid material, resistant to wind driven moisture. Section 502.1.4.5 WSEC Refer to Section R806 IRC for additional information. E4. Walls. Insulation installed in exterior walls shall comply with the provisions of this section. All wall insulation shall fill the entire framed cavity. Exterior wall cavities isolated during framing shall be fully insulated to the levels of surrounding walls. All faced insulation shall be face stapled to avoid compression. Section 502,1.4.6 WSEC E5. Floors. Floor insulation shall be installed in a permanent manner in substantial contact with the surface being insulated. Insulation supports shall be installed so spacing is no more than 24 inches on center. Foundation vents shall be placed so that the top of the vent is below the lower surface of the floor insulation. Section 502.1.4.7 WSEC E6. Slabs. Perimeter insulation installed on the inside of the foundation wall shall extend downward from the top of the slab for a minimum of 24 inches. Insulation installed on the outside of the slab shall extend downward from the top to the bottom of the footing. Thermal breaks shall be placed in the slab between conditioned and unconditioned spaces. The entire area of a radiant slab shall be thermally isolated from the soil, with a minimum of R -10 insulation. The insulation shall be an approved product for its intended use. Section 502.1.4.8 WSEC Radiant Slabs. The entire area of a radiant slab shall be thermally isolated from the soil with a minimum of R -10 insulation, The insulation shall be an approved product for its intended use. Section 502.1.4.9 WSEC E7. Below Grade Walls. Below grade exterior wall insulation (cold side of the wall) shall extend from the top of the below grade wall to the top of the footing and shall be approved for below -grade use. Above grade insulation shall be protected. Insulation used on the interior (warm side of the wall) shall extend from the top of the below -grade wall to the below -grade floor level. Section 502.1.4.10 WSEC Moisture Control. Section 502.1.6.1 WSEC - Vapor retarders shall be installed on the warm side (in winter) of the insulation as specified in E -8 through E -11. E8. Roof /Ceiling assemblies where the ventilation space above the insulation is less than an average of 12 inches shall be provided with a vapor retarder. Faced batt insulation where used as a vapor retarder shall be face stapled. Single rafter joist vaulted ceiling cavities shall be of sufficient depth to allow a minimum one inch vented air space above the insulation. Vapor retarders are not required where the ventilation space above the insulation averages 12 inches or greater or where the insulation is installed between the roof membrane and the structural roof deck. Section 502.1.6.3 WSEC E9. Walls separating conditioned space shall have a vapor retarder installed. Faced batt insulation shall be face stapled. Section 502.1.6.6 WSEC E10. Floors separating conditioned space from unconditioned space shall have a vapor retarder installed with a one perm dry cup (4 ml.) rating or less. Section 502.1.6.2 WSEC Eli. Ground cover of six mil (0.006" thick) black polyethylene or approved equal shall be laid over the ground within crawl spaces. The ground cover shall be overlapped 12" minimum at the joints and shall extend to the foundation wall. Section 502.1.6.7 WSEC Exception: The ground cover may be omitted in crawl spaces if the crawl space has a concrete slab floor with minimum thickness of 3 -1/2 inches. Section 502.1.6.7 WSEC E12. Air Leakage Control. Seal all exterior openings A. Exterior doors and windows shall be designed to limit air leakage into or from the building envelope, except for assemblies that are required to be of fire- resistive construction. Section 502.4.3 WSEC B. Exterior joints around windows and door frames, openings between walls and foundation, between roof and wall panels; openings at penetrations of util ity services through wall, floors and roofs; and all other openings in the building envelope shall be sealed, caulked, gasketed, or weather stripped. All other openings shall be sealed , caulked, gasketed or weather-stripped to limit air leakage. Section 502.4.3 WSEC C. Site constructed doors and windows are not required to be tested, but shall be made tight fitting. Fixed lights shall be stopped with salient all around, Operating sash shall have weather- stripping working against overlapping trim, and a latch which will hold the sash closed. D. Recessed Light Fixtures. When installed in the building envelope, recessed lighting fixtures shall meet one of the following requirements : 1. Type IC rated, manufactured with no penetrations between the inside of the recessed fixture and the ceiling cavity, and sealed or gasketed to prevent air leakage into the unconditioned space. 2, Type IC, installed inside a sealed box constructed from a min. 1/2 inch thick gypsum wall board, or constructed from a preformed polymeric vapor barrier, or other air tight assembly manufactured for this purpose. 3. Type IC rated, certified under ASTM E283 to have no more than 2.0 cfm air movement from the conditioned space to the ceiling cavity. The lighting fixture shall be tested at 75 Pascals or 1.57 lbs/ft2 pressure difference and have a label attached, showing compliance. Section 502.4.4 WSEC 2006 ENERGY CODE COMPLIANCE: THIS PLAN IS DESIGNED TO FOLLOW PRESCRIPTIVE OPTION IV 0,1 PRESCRIPTIVE REQUIREMENTS FOR GROUP R OCCUPANCY - CLIMATE ZONE 1 - ALL FUELS X OPTIONS IV. GLAZING AREA % OF FLOOR UNLIMITED GROUP R -3 OCC. ONLY GLAZING U- FACTOR VERTICAL 0.35 OVERHEAD 0.58 DOOR 7 U - FACTOR 0.20 CEILING 2 R -38 VAULTED CEILING 3 R -30 WALL 1 ° ABOVE GRADE R -21 WALL- - INT 4 BELOW GRADE R -21 WALL - EXT BELOW GRADE R -10 FLOOR R -30 SLAB ON GRADE R -10 NOTE" * REFERENCED CASE 0. NOMINAL R- VALUES ARE FOR WOOD FRAME ASSEMBLIES ONLY OR ASSEMBLIES BUILT IN ACCORDANCE WITH SECTION 601.1 1. MINIMUM REQUIREMENTS FOR EACH OPTION LISTED. FOR EXAMPLE, IF A PROPOSED DESIGN HAS A GLAZING RATIO TO CONDITIONED FLOOR AREA OF 13 %, IT SHALL COMPLY WITH ALL OF THE REQUIREMENTS OF THE 15% GLAZING OPTION (OR HIGHER). PROPOSED DESIGNS WHICH CANNOT MEET THE SPECIFIC REQUIREMENTS OF A LISTED OPTION ABOVE MAY CALCULATE COMPLIANCE BY CHAPTERS 4 OR 5 OF THE W.S.E.C. 2. REQUIREMENT APPLIES TO ALL CEILINGS EXCEPT SINGLE RAFTER OR JOIST VAULTED CEILING. "ADV" DENOTES ADVANCED FRAMING CEILING. 3. REQUIREMENT APPLICABLE ONLY TO SINGLE RAFTER OR JOIST VAULTED CEILING. 4. BELOW GRADE WALLS SHALL BE INSULATED EITHER ON THE EXTERIOR TO A MINIMUM LEVEL OF R -10, OR ON THE INTERIOR TO THE SAME LEVEL AS WALLS ABOVE GRADE. EXTERIOR INSULATION INSTALLED ON BELOW GRADE WALLS SHALL BE A WATER RESISTANT MATERIAL, MANUFACTURED FOR ITS INTENDED USE, AND INSTALLED ACCORDING TO THE MANUFACTURERS SPECIFICATIONS. SEE SECTION 602.2. 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 USE, AND INSTALLED ACCORDING TO MANUFACTURER'S SPECIFICATIONS. SEE SECTION 602.4. 7. DOORS, INCLUDING ALL FIRE DOORS, SHALL BE ASSIGNED DEFAULT U- FACTORS FROM TABLE 10 -6C. 8. WHERE A MAXIMUM GLAZING AREA IS LISTED, THE TOTAL GLAZING AREA (COMBINED VERTICAL PLUS OVERHEAD) AS A PERCENT OF GROSS CONDITIONED FLOOR AREA SHALL BE LESS THAN OR EQUAL TO THAT VALUE. OVERHEAD GLAZING WITH U-- FACTOR OF U =.40 OR LESS IS NOT INCLUDED IN GLAZING AREA LIMITATIONS. 9. OVERHEAD GLAZING SHALL HAVE U-- FACTORS DETERMINED IN ACCORDANCE WITH NFRC 100 OR AS SPECIFIED IN SECTION 502.1.5. 10. LOG AND SOLID TIMBER WALLS WITH A MINIMUM AVERAGE THICKNESS .OF 3.5" ARE EXEMPT FROM THIS INSULATION REQUIREMENT. PRESCRIPTIVE HEATING SYSTEM SIZING HEATED FLOOR AREA 2813 x 20 BTU PER S.F. = 56260 BTU'S 90% OR MORE EFFICIENT GAS FURNACE IS REQUIRED WHEN EXCEEDING 20 BTU PER S.F. E14. Duct Construction. All duct work shall be constructed in accordance with standards RS -15, RS -16, RS -17, RS -18, RS -19, or RS -20, as applicable, and the Uniform Mechanical Code. Section 503.10 WSEC E15. Zoning for Temperature Control. Readily accessible manual or automatic means shall be provided to partially restrict or shut off the heating and /or cooling input to each zone. Section 503.8.3.1WSEC E16. Thermostat Control. Each system shall be provided with at least one adjustable thermostat for the regulation of temperature. Each shall be capable of being set by adjustment or selection of sensors as follows: a. Heating 55 - 75 degrees F. b. Cooling 75 - 85 degrees F. c. For heating and cooling 55 -85 degrees and shall be capable of operating the system heating and cooling sequence. Section 503.8 WSEC E17. Pipe Insulation. All piping shall be thermally insulated in accordance with Table 5 -12, Cold water pipes outside shall be insulated per 51 -46 WAC. Section 503.11 WSEC E18. Conservation of Hot Water. Showers and lavatories used for other than safety reasons shall be equipped with flow control devices to limit the total water flow as set forth in WAC 51 -46. Section 504.8 WSEC E19. Water Heaters, Storage Tanks, and Boilers. All storage water heaters shall meet with requirements of the 1987 NAECA (National Appliance Energy Conservation Act) and be so labeled. Electric water heaters in unheated spaces or on concrete floors shall be placed on an incompressible, insulated surface with a minimum thermal resistance of R -10. Section 504.2.1 WSEC VENILATION NOTE: ALL DOORS ARE TO BE UNDERCUT A MIN. OF 1/2" ABOVE THE SURFACE OF THE FINISHED FLOOR PER 302.3.5.3 2003 VIAQ. WHOLE HOUSE VENTILATION INEGRATED WITH A FORCED AIR HEATING SYSTEM (VIAQ 303.4.2) - 8" MAX. FRESH AIR DUCT, CONNECTED TO THE FURNACE RETURN PLENUM, SIZED PER TABLE 3-5 - FRESH AIR INLET DUCT DAMPER TO BE A MOTORIZED DAMPER - OUTDOOR AIR INLETS SHALL BE SCREENED OR OTHERWISE PROTECTED FROM ENTRY BY LEAVES OR OTHER MATERIAL AND LOCATED PER VIAQ 303.4.2.4 - ALL VENTILATION SUPPLY DUCTS IN THE CONDITIONED SPACE SHALL BE INSULATED TO A MINIMUM OF R -4 VIAQ 303.4.2.3 - FRESH AIR INLETS ARE REQUIRED IN ALL BEDROOMS AND IN EACH HABITABLE ROOM (INCLUDING BEDROOMS, KITCHEN, ETC. , BUT NOT BATHROOMS OR UTILITY ROOMS. - INSTALL AN OUTSIDE AIR INTAKE DUCT & CONNECT TO RETURN AIR PLENUM, WITHIN 4' OF BLOWER - EXHAUST FANS PROVIDING WHOLE HOUSE VENTILATION SHALL HAVE A FLOW RATING AT 0.25" WATERGUAGE AS SPECIFIED IN TABLE 3 -2. MFR'S FLOW RATING SHALL BE DETERMINED ACCORDING TO HVI 916 (APRIL 1995) OR AMCA 210. ADD 1" DIAMETER FOR FLEXT DUCT; FOR LENGTHS OVER 20'; EACH ELBOW AFTER 3RD ELBOW THE TERMINAL ELEMENT SHALL BE SAM SIZE AS CONNECTING DUCTWORK OR 8 ", WHICHEVER IS LARGER 2003 Ventilation and Indoor Air Quality Code (VIAQC) WAC 51 -13 V1. Minimum Ventilation Performance. Each dwelling unit or guest room shall be equipped with source specific and whole house ventilation system. Section 302 and 303 VIAQC V2. REFER TO MAQC FORM ATTACHED V3. Formaldehyde Reduction Measures. All structural panel components within the conditioned space such as plywood, particle board, wafer board, and oriented strand board shall be identified as "EXPOSURE 1" "EXTERIOR" or "HUD - APPROVED." Section 401.1 VIAQC V4. Solid Fuel Burning Appliances. Solid fuel burning appliances shall be provided with the following: A. Tight fitting metal or ceramic glass doors. B. A source from outside the structure of primary combustion air, connected to the appliance per manufacturer's specification. The air inlet shall originate at a point below the fire box. The duct shall be 4 inches or greater in diameter, not to exceed 20 feet in length, and be installed as per manufacturer's instructions; or, the appliance and manufacturer's recommended combustion air supply, as an installed unit, shall be certified by an independent testing laboratory to have passed Test No. 11- Negative Pressure Test, Section 12.3 of ULC (Underwriter's Laboratory of Canada) S627 -M1984 "Space Heaters for Use with Solid Fuels," modified per Section. 402.2 VIAQC Exception: Combustion air may be supplied to the room in which the solid WHOLE HOUSE FAN SIZE - PER TABLE 3 -2 4 BEDROOMS & 2813 SF 105 CFM MIN. - 158 CFM MAX. FOR I COMPUAM `E .,p JUN 12 ?OH City Of Tukwila ... BUILDING DIVISION 1. The solid fuel burning appliance is part of a central heating plant and installed in an unconditioned space in conformance with the UMC; or 2. The solid fuel burning appliance is installed in existing construction directly on a concrete floor or surrounded by masonry materials as in a fireplace. The combustion air terminus shall be located as close to the solid fuel burning appliance as possible and shall be provided with a barometric damper or equivalent. The combustion air source shall be specified by the manufacturer or no less than 4 inches in diameter or the equivalent in area or as approved. V5. Fireplaces. Fireplaces shall be provided with each of the following: A. Tightly fitting flue dampers, operated by a readily accessible manual or approved automatic control. Exception: Fireplaces with gas logs shall be installed in accordance with Section 901, UMC as amended by the state. B. An outside source for combustion air ducted into the fire box. The duct shall be at least six square inches, and shall be provided with an operable outside air duct damper. See section 402.3 for exception. C. Site built fireplaces shall have tight fitting glass or metal doors, or a flue draft induction fan or as approved to minimize back drafting. Factory built fireplaces shall use doors listed for the installed appliance. Section 402.3 VIAQC VE❑ cITY RECEI of Tultwl PERMIT APR CENT18 2008 ER bK?b5T DESIGN WC2P.K5 1708 187TH AVE NE BELLEVUE, WA 98008 206.409.6690 Q.B. ■ U Z w O U - 65 C/1 U Z O ce w 0 w a- REt4SED DRAWN 1 /4 " =1 -0 SCALE 4.17.07 DATE HAWES --P COMPUTER FILE NAME N1 SHEET NUMBER 0 CV C7 0 N 0 cNi co a) 0) Ca W z 0 CO W 0 W GROUP R -3 OCCUPANCY Seismic Design - D2, le = 1.0 Wind Exposure V3s = 85 mph , Iw = 1.0- Snow Load 25psf Wind and Snow load factors may vary based on geographical location. GENERAL DEFINITION: Habitable Space (room) is space in a structure for living, sleeping, eating or cooking. Bathrooms, toilet compartments, closets, halls, storage or utility space and similar areas, are not considered habitable space. Section 202, IRC 1. Ceiling Heights. IRC R305.1 Habitable rooms, hallways, corridors, bathrooms, toilet rooms, laundry rooms and basements shall have a ceiling height of not less than 7 feet. The required height shall be measured from the finished floor to the lowest projection from the ceiling. Exceptions: 1. Beams and girders spaced not less than 4 feet on center may project not more than 6 inches below the required ceiling height. 2. Ceilings in basements without habitable spaces may project to within 6' -8" of the finished floor, and beams, girders, ducts or other obstructions may project to within 6' -4" of the finished floor. 3. Not more than 50 % of the required floor area of a room or space is permitted to have a sloped ceiling less than 7 feet in height, with no portion of the required floor area less than 5 feet in height. 4. Bathrooms shall have a min. ceiling height of 6' -8" over the fixture and at the front clearance area for fixtures. A shower or tub equiped with a showerhead shall have a min. ceiling height of 6' -8" above a min. area 30 "x30" at the showerhead. LIGHT, VENTILATION AND SANITATION 1. All habitable rooms shall be provided with aggregate glazing area of not less than 8 % of the floor area of such rooms. Natural ventilation shall be through windows, doors, louvers or other approved openings to the outdoor air. Such openings shall be provided with ready access or shall otherwise be readily controllable by the occupants. IRC Section R303.1 Exceptions provided per IRC Section R303.1 2. Ventilation. Group R Occupancies shall be provided with ventilation systems which comply with the WA state VIAQ Code Sections 302 and 303. The point of discharge for mechanical ventilating systems shall be at least 3 feet from any opening which allows air entry into occupied portions of the building. Refer to additional exhaust ventilation requirements in Section 302.2.1 Washington State VIAQC for kitchen, bathroom, water closet, laundry room, indoor swimming pool, spa, and other rooms where excess water vapor or cooking odor is produced. 3. Range & Dryer Vents. Ducts used for domestic kitchen range ventilation and clothes dryers exhaust shall be of metal and have smooth interior surfaces. Ducts shall be substantially airtight and shall comply with the provisions of Chapter 15, IRC. Exhaust ducts shall terminate outside the building and be equipped with back draft dampers. IRC Sections M1501 & M1502 UMC. 4. Moisture Exhaust Ducts. Moisture exhaust ducts for domestic clothes dryers shall terminate on the outside of the building and shall be equipped with a back -draft damper. Screens shall not be installed at the duct termination. Ducts for exhausting clothes dryers shall not be connected or installed with sheet metal screws or other fasteners which will obstruct the flow. Clothes dryer moisture exhaust ducts shall not be connected to a gas vent connector, gas vent or chimney. Clothes -dryer moisture exhaust ducts shall not extend into or through ducts or plenums. Length Limitation. Unless otherwise permitted or required by the dryer manufacturer's installation instructions and approved by the building official, domestic dryer moisture exhaust ducts shall not exceed a total combined horizontal and vertical length of 25 feet, with reductions for elbows per IRC M1501.3 5. Water Closet Space Requirements. The water closet stool in all occupancies shall be located in a clear space not less than 30 inches in width, with a clear space in front of the stool of not less than 24 inches. Section 2903.2, WAC 6. Tub & Shower Walls. When gypsum is used as a base for tile or wall panels for tub, shower or water closet compartment walls, water - resistant gypsum backing board shall be used. Regular gypsum wallboard is permitted under tile or wall panels in other wall and ceiling areas Water - resistant gypsum board shall not be used in the following locations: a) Over a vapor retarder. b) In areas subject to continuous high humidity, such as saunas, steam rooms or gang shower rooms. c) On ceilings where frame spacing exceeds 12 inches on center. FOUNDATIONS 7. Slope Limits. Cut slopes for permanent excavations shall be not steeper than 2 horizontal to 1 vertical and slopes for permanent fills shall be not steeper than 2 horizontal to 1 vertical unless substantiating data justifying steeper slopes are submitted. Deviation from the foregoing limitations for slopes shall be permitted only upon the presentation of a soil investigation report acceptable to the building official. 8. Setbacks from Slopes. Foundation setbacks from ascending and descending slopes shall comply with IRC Figure R403.1.7.1 9. Stepped Foundations. Foundations for all buildings where the surface of the ground slopes more than 1 foot vertical in 10 feet horizontal shall be level or shall be stepped so that both top and bottom of such foundation are level. IRC Section R403.1.5 10. Pier Footings. Individual concrete pier footings shall project minimum of 8 inches above exposed ground unless the columns or posts are of approved wood of natural resistance to decay or of treated wood. 11. Column and Posts Supports. Columns and posts located on concrete or masonry floors or decks exposed to the weather or to water splash or in basements and which support permanent structures shall be supported by concrete piers or metal pedestals projecting above floors unless approved wood of natural resistance to decay or treated wood is used. The pedestals shall project at least 6 inches above exposed earth and at least 1 inch above such floors. 12. Under -floor Clearance & Access. When wood joists or the bottom of wood structural floors without joists are located closer than 18 inches or wood girders are located closer than 12 inches to exposed ground in crawl spaces or unexcavated areas located within the periphery of the building foundation, the floor assembly, including posts, girders, joists and subfloor, shall be approved wood of natural resistance to decay as listed in IRC Section R319.1 or treated wood. When the above under -floor clearances are required, the under -floor area shall be accessible. Accessible under -floor areas shall be provided with a minimum 18 inch -by -24 inch opening unobstructed by pipes, ducts and similar construction. All under -floor access openings shall be effectively screened or covered. Pipes, ducts and other construction shall not interfere with the accessibility to or within under -floor areas. IRC Section R408.3 13. Under -floor Ventilation. Under -floor ventilation, minimum net area of 1 square foot for each 150 square feet of under floor area, one opening shall be located within 3' of each corner of the building and shall provide cross ventilation. The openings shall be covered with one - quarter inch corrosion resistant wire mesh. IRC Section R408.2 FRAMING 14. Quality & Identification. All lumber, wood structural panels, particleboard, structural glued - laminated timber, end - jointed lumber, fiberboard sheathing (when used structurally), hardboard siding (when used structurally), piles and poles regulated by this chapter shall conform to the applicable standards and grading rules specified in the UBC and shall be so identified by the grade mark or a certificate of inspection issued by an approved agency. All preservative treated wood required to be treated under Section R319 shall be identified by the quality mark of an approved inspection. 15. Foundation Cripple Walls. Foundation cripple walls shall be framed of studs not less in size than the studding above with a minimum length of 14 inches, or shall be framed of solid blocking. When exceeding 4 feet in height, such walls shall be framed of studs having the size requirements for an additional story. Solid blocking or wood structural panels may be used to brace cripple walls having a stud height of 14 inches or less. Cripple walls having a stud height exceeding 14 inches shall be braced in accordance with Section R602.9, IRC. 16. BEARING: the ends of each floor joist shall have not less than 1 -1/2 inches of bearing on wood or metal, nor less than 3 inches on masonry except where supported on a 1 x 4 ribbon strip nailed to adjoining stud. Section R502.6, IRC. 17. Supporting Bearing Partitions. Supporting bearing partitions perpendicular to floor joists shall not be offset from supporting girders, walls, or partitions more than floor joist depth. Floor joists under and parallel to bearing partitions shall be doubled. 18. Cutting, Notching and Boring. A. Notches on ends of rafters and ceiling joists shall not exceed one - fourth of the depth. Holes bored in rafters or ceiling joists shall not be within 2 inches of the top or bottom, and their diameter shall not exceed one -third the depth of the member. Notches in the top or bottom of the rafter or ceiling joist shall not exceed one -sixth the depth and shall not be located in the middle third of the span. Sections R602.6, IRC. B. In exterior walls and bearing partitions, any wood stud may be cut or notched to a depth not exceeding 25 % of its width. Cutting or notching of studs to a depth of 40 % of the stud width is permitted in non - bearing partitions. Section R602.6, IRC. C. Notches in sawn lumber beams shall not exceed one -sixth the beam depth of the member and shall not be located in the middle third of the span. Notches at the ends shall not exceed one - fourth the beam depth. The tension side of sawn lumber beams of 3 -1/2 inches or greater thickness shall not be notched except at the ends. D. Manufactured glue laminated beams may not be notched, cut or bored without submission and approval of substantiating calculations from a Washington State licensed Structural Engineer. 19. Bridging and Blocking Wall Framing. Bridging. Unless covered by interior or exterior wall covering or sheathing meeting the minimum requirements of this code, all stud partitions or walls with studs having a height -to -least thickness ratio exceeding 50 shall have bridging not less than 2 inches in thickness and of the same width of the studs fitted snugly and nailed thereto to provide adequate lateral support. Floor Joists. Blocking. Floor joists shall be blocked when required by the provisions R502.7.1 IRC Roof Framing. Blocking. Roof rafters and ceiling joists shall be supported laterally to prevent rotation and lateral displacement. R802.10.3 IRC 20. Post -Beam Connections. Where post and beam or girder construction is used, the design shall be in accordance with the provisions of this code. Positive connection shall be provided to ensure against uplift and lateral displacement. 21. Manufactured Roof Trusses -- Sections R802.10.1, IRC. A. Trusses. Stress analysis and drawings /details shall be stamped by an approved State of Washington Registered Engineer. Drawings /details shall be on job site for framing inspection. Pre - manufactured trusses shall be identified by manufacturer's stamp. Girder and field identification of light metal plate connected trusses is required. Information branded, marked, or otherwise permanently affixed to each truss shall contain the following: 1) identification of the truss manufacturing company; 2) the design load; and 3) the truss spacing. Engineering data and details shall be approved by the building official before any field cuts or truss alterations. All roof trusses shall be so framed and tied into the framework and supporting walls so as to form an integral part of the whole building. Roof trusses shall have joints well fitted and shall have all tension members well tightened before any load is placed upon the truss. Diagonal and sway bracing shall be used to brace all roof trusses. B. Girder and Field Assembled Truss. Engineered stress analysis and details shall be submitted to building division for approval. C. Use approved /applicable truss support hangers. 22. Wood Exposed to Weather. All wood exposed to weather, such as wood used for deck framing including decking, railings, joists, beams, and posts shall be pressure treated or of wood with natural resistance to decay. Section R319, IRC. 23. Guardrails. When decks, landings, stairs, ramps or porches are more than 30 inches above grade or floor below, the building shall be protected by a guardrail not less than 36 inches high with intermediate members spaced such that a sphere 4 inches in diameter cannot pass through. Guardrails to be designed to withstand a horizontal force of 20 pounds per lineal foot when applied at a right angle to the top of the railing. Section R312, IRC 24. Decks. Decks 30 inches or more above grade require a permit. All decks must be designed and constructed in accordance with Section R502.2.1 IRC Solid Sheethed Decks and Roofs. Solid sheathed decks and roofs shall be sloped a minimum 1/4 " per foot. When decks or roofs are not sloped to drain over deck or roof edges, roof drains in combination with overflow drain(s) and /or scupper(s) shall be installed. R903.4, R903.4.1 IRC 25. Roofs. Application of roof covering materials shall be in accordance with Section R902 IRC. 26. Roof Ventilation. The net free ventilating area of enclosed rafter or attic spaces shall be not less than 1/150 of the area of each space to be ventilated, except that the area may be 1/300, provided that 50 % of the required ventilating area is located at least 3 feet above eave or cornice vents with the balance being provided by the eave or cornice vents, or if a vapor retarder not exceeding a 1 perm rating is installed on the warm side of the attic insulation. The openings shall be covered with corrosion - resistant metal mesh with mesh openings of 1/4 inch in diameter. Section R806, IRC 27. Flashing & Counter - flashing. At the juncture of the roof and vertical surfaces, flashing and counterflashing shall be provided per the roofing manufacturer's instructions and , when of metal, shall not be less than 0.019- inch (No. 26 ga. galvanized sheet) corrosion - resistant metal. Section R903.2.1 IRC. 28. Attic Space Access Opening. Attic spaces with 30 inches or more in vertical height and an area of 30 square feet or greater. shall be provided with an access opening 22 inches by 30 inches. The opening shall be located in a corridor, hallway or other readily accessible location and have at least 30 inches head room. Section R807.1 IRC EXTERIOR WALLS 29. Exterior Wall Coverings. Exterior wood stud walls shall be covered on the outside with materials and in the manner specified in Section R703, IRC 30. All weather - exposed surfaces shall have a weather - resistive barrier to protect the interior wall covering. Section R703.2 IRC 31. Anchored veneer shall comply with the provisions of Section R703.7, and Table R703.4, Figure R703.7 32. Veneer support shall conform to all standards in Section R703.7.2 IRC GARAGE / CARPORT (occupancy separation) 33. The garage shall be separated from the residence and its attic area by not less than 1/2" gypsum board applied to the garage side. Garages beneath habitable rooms shll be separated from all habitable rooms above by not less than 5/8" Type X gypsum board or equivalent. Where the separateion is a floor - ceiling assembly, the structure supporting the separateion shall also be protected by not less than 1/2" gypsum board or equivalent. R309.2 IRC 34. Doors between the garage and residence shall be equpped with solid wood doors not less than 1 -3/8" in thickness, solid or honeycomb core steel doors not less than 1 -3/8" thick, or 20- minute fire -rated door. R309.1 IRC 35. In areas where motor vehicles are stored or operated, floor surfaces shall be of noncombustible materials and slope toward a drain or main entry 6" of vehicles. Any access to living space shall be a min. of 6 above the level of the garage floor. Section R309.3 IRC. 36. An occupancy separation need not be provided between residence and a carport having no enclosed uses above, provided the carport is entirely open on two or more sides. Section R309.4 IRC MEANS OF EGRESS DEFINITIONS: A means of egress is an exit system that provides a continuous, unobstructed and undiminished path of exit travel from any occupied point in a building or structure to a public way. Such means of egress system consists of three separate and distinct elements: 1.) The exit access, 2.) The exit, and 3.) The exit discharge. Public way is any street, alley, or similar parcel of land essentially unobstructed from the ground to the sky that is deeded, dedicated or otherwise permanently appropriated to the public for public use and having a clear width of not less than 10 feet. 37. Exterior Exit Door. Buildings or structures used for human occupancy shall have at least one exterior exit door with dimensions of 3 feet by 6 feet, 8 inches. Sections R311.4.1 and R311.4.2, IRC. 38. Hallways. Width. Hallways shall not be less than 36 inches wide. Section R311.3, IRC. 39. Door Landing. A floor or landing is required on each side of an exterior door. The door may open at a landing that is not more than 7 -3/4" inches lower than the floor level, provided the door does not swing over the landing. The landing shall be 36 inches in length minimum. Section R311.4.3 IRC. MISCELLANEOUS 40. Smoke Detection Location. A smoke detector shall be installed in each sleeping room and at a point centrally located in the corridor or area giving access to each separate sleeping area. When the dwelling unit has more than one story and in dwellings with basements, a detector shall be installed on each story and in the basement. Section [F]R313.1 Decorative Appliance DEFINITION: Vented - Decorative Appliance. Decorative appliances for installation in solid -fuel burning fireplaces are self- contained, freestanding, fuel- gas - burning appliances designed for installation only in a vented solid -fuel- burning fireplace and whose primary function lies in the aesthetic effect of the flame. 41. Installation. Decorative appliances shall be installed in accordance with the manufacturer's installation instructions. Section R1002.1 IRC And shall comply with all standards of Section R1002 IRC 42. Gas Fire Log Lighters. Approved gas fire log lighters shall be installed in accordance with manufacturer's installation instructions. STAIRWAYS 43. Usable space under stairs shall have walls and soffits (on the enclosed side) protected as required for 1 -hour fire resistive construction. Section 1003.3.3.9, WAC. 44. Fireblock Stairs. Between stair stringers at top and bottom and along and in line with the run of the stairs between studs. 45. Stairways. Maximum rise 7 -3/4" inches; minimum run 10 inches; headroom minimum 6 feet 8 inches; minimum width 36 inches. Section R311.5.3 IRC Handrails to have ends returned and placed minimum 34 inches, maximum 38 inches above tread nosing. Unless designated for the disabled, the handgrip portion of handrails shall be not less than 1-1/4 inches nor more than 2 inches in cross - sectional dimension or the shape shall provide an equivalent gripping surface. Section R311.5.6 IRC. The handgrip portion of handrails shall have a smooth surface with no sharp corners. Handrails projecting from a wall shall have a space of not less than 1 -1/2 inches between the wall and the handrail. Section R31 1 .5 .6.2 , R311.5.6.3 IRC Exit Facilities. Stairs and exit balconies shall be positively anchored to the primary structure at 8 feet on center max. or be designed for accomplished b lateral forces. Such attachment shall not be accom p d y u se o f toenails or nails subject to withdrawal. GLAZING 46. Safety Glazing. Safety glass must comply with Section R308 IRC REFERENCE GLAZING TABLE BELOW Safety Glazing Table 1. Glazing in egress and ingress doors except jalousies. 2. Glazing in fixed and sliding panels of sliding door assemblies and panels in swinging doors other than wardrobe doors. 3. Glazing in storm doors. 4. Glazing in unframed swinging doors. 5. Glazing in doors and enclosures for hot tubs, whirlpools, saunas, steam rooms, bathtubs and showers. Glazing in any portion of a building wall enclosing these compartments where the bottom edge of the glazing is less than 60 inches above the drain inlet. 6. Glazing in fixed or operable panels adjacent to a door where the nearest exposed edge of the glazing is within a 24 inch arc of either vertical edge of the door in a closed position and where the bottom exposed edge of the glazing is less than 60 inches above the walking surface. 7. Glazing in an individual fixed or operable panel, other than those locations described in Items 5 and 6 above, that meets all of the following conditions: 7.1 Exposed area of an individual pane greater than 9 square feet. 7.2 Exposed bottom edge less than 18 inches above the floor. 7.3 Exposed top edge greater than 36 inches above the floor. 7.4 One or more walking surfaces within 36 inches horizontally of the plane of the glazing. 8. Glazing in railings regardless of height above the walking surface. Included are structural baluster panels and non - structural in -fill panels. Exceptions: The following products and applications are exempt from the requirements for hazardous locations as listed in Items 1 through 8: 1. Glazing in Item 6 when there is an intervening wall or other permanent barrier between the door and the glazing. 2. Glazing in Item 7 when a protective bar is installed on the accessible side of the glazing 34 to 38 inches above the floor. The bar shall be capable of withstanding a horizontal load of 50 p.l.f. without contacting the glass and be a minimum of 1 -1/2 inches in height. 3. Outboard pane in insulating glass units and in other multiple glazed panel in Item 7 when the bottom exposed edge of the glass is 25 feet or more above any grade, roof, walking surface, or other horizontal or sloped (within 45 degrees of horizontal) surface adjacent to the glass exterior. 4. Openings through which a 3 inch sphere will not pass. 5. Assemblies of leaded, faceted or carved glass in Items 1, 2, 6 and 7 when used for decorative purposes. 9. Glazing in walls and fences used as the barrier for indoor and outdoor swimming pools when all of the conditions are present: 9.1 The bottom edge of the glazing is less than 60" above the pool side of the glazing. 9.2 The glazing is within 5' of a swimming pool or spa deck area. 10. Glazing in walls at stairway landings within the width of the stair and within 5' beyond the bottom and top of flights of stairs, where the bottom edge of the glazing is less than 60" above a walking surface. WAC 51 -30 -2406. 1 CODE. C.001.10C. AO 00 01 12 10% 11519. RECEIVED CITY OF TUKWILA APR 18 2008 PERMIT CENTER 1708 187TH AVE NE BELLEVUE, WA 98008 206.409.6690 U Z W 0 0 c/54 C/1 g 0 Z 0 CI) w 0 w REVISED D.B. DRAWN 1/4"=1'-0" SCALE 4.17.07 DATE SHEET NUMBER COMPUTER FILE NAME N2 Q o U J Q w Z o o w N