Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
Permit D07-161 - SNYDER RESIDENCE - NEW HOUSE
SNYDER RESIDENCE 15848 47 AV S EXPIRED 09-0 D07 -161 Parcel No.: 2223049063 Address: 15848 47 AV S TUKW Suite No: Tenant: Name: SNYDER RESIDENCE Address: 15848 47 AV S , TUKWILA WA Owner: Name: ANDERSEN GLENN +MARGY Address: 4622 S 160TH , SEATTLE WA 98188 Phone: Cit Tukwila Contact Person: Name: ED SNYDER Address: 17407 7 PL SW , SEATTLE WA 98166 Phone: 206 244 -2367 Contractor: Name: SNYDER CONSTRUCTION Address: 17407 7 PL SW , SEATTLE WA 98166 Phone: 206 244 -2367 Contractor License No: SNYDEC*936NS doc: I8C -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 DEVELOPMENT PERMIT DESCRIPTION OF WORK: CONSTRUCTION OF 2674 SF SFR WITH 420 SF ATTACHED GARAGE PUBLIC WORKS ACTIVITIES INCLUDE: TESC, LAND ALTERING, STORM DRAINAGE, DRIVEWAY ACCESS, AND STREET USE. PAVEMENT MITIGATION FEE APPLIES TO THIS PERMIT, IF PAVEMENT WITHIN 47TH AVE. SOUTH 1S CUT. WATER DIST. 125 & VALLEY VIEW SEWER DIST. Value of Construction: $267,018.64 Fees Collected: $6,748.42 Type of Fire Protection: NONE International Building Code Edition: 2003 Type of Construction: VB Occupancy per IBC: 22 * *continued on next page ** Permit Number: D07 - 161 Issue Date: 08/15/2007 Permit Expires On: 02/11/2008 Expiration Date: 08/10/2009 D07 - 161 Printed: 08 -15 -2007 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 30 c.y. Fill 30 c.y. Landscape Irrigation: N Moving Oversize Load: N Start Time: End Time: Sanitary Side Sewer: N 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: N Permit Center Authorized Signature: I hereby certify that I have read and ed - permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied - • h, - er specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction orate performance of work am authorized to sign and obtain this development permit. doc: IBC-10/06 Signature: Ip /D City cTukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.cLtukwila.wa.us Print Name: e?)(0A -A.4 e7 Welt— Permit Number: D07 -161 Issue Date: 08/15/2007 Permit Expires On: 02/11/2008 Date: askci Date: )/ /,0,7 This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. D07 -161 Printed: 08 -15 -2007 Parcel No.: 2223049063 Address: 15848 47 AV 5 TUKW Suite No: Tenant: SNYDER RESIDENCE 1: ** *BUILDING DEPARTMENT CONDITIONS * ** City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http://www.ci.tukwila.wa.us PERMIT CONDITIONS Permit Number: D07 - 161 Status: ISSUED Applied Date: 05/02/2007 Issue Date: 08/15/2007 2: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the Building Official. 3: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431- 3670). 4: All permits, inspection records, and approved plans shall be at the job site and available to the inspectors prior to start of any construction. These documents shall be maintained and made available until final inspection approval is granted. 5: Truss shop drawings shall be provided with the shipment of trusses delivered to the job site. Truss shop drawings shall bear the seal and signature of a Washington State Professional Engineer. Shop drawings shall be maintained on the site and available to the building inspector for inspection purposes. 6: All construction shall be done in conformance with the approved plans and the requirements of the International Building Code or International Residential Code, International Mechanical Code, Washington State Energy Code. 7: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 8: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 9: Manufacturers installation instructions shall be available on the job site at the time of inspection. 10: All construction noise to be in compliance with Chapter 8.22 of the City of Tukwila Municipal Code. A copy can be obtained at City Hall in the office of the City Clerk. 11: Ventilation is required for all new rooms and spaces of new or existing buildings and shall be in conformance with the International Building Code and the Washington State Ventilation and Indoor Air Quality Code. 12: Except for direct -vent appliances that obtain all combustion air directly from the outdoors; fuel -fired appliances shall not be located in, or obtain combustion air from, any of the following rooms or spaces: Sleeping rooms, bathrooms, toilet rooms, storage closets, surgical rooms. 13: Equipment and appliances having an ignition source and located in hazardous locations and public garages, PRIVATE GARAGES, repair garages, automotive motor -fuel dispensing facilities and parking garages shall be elevated such that the source of ignition is not less than 18 inches above the floor surface on which the equipment or appliance rests. 14: Water heaters shall be anchored or strapped to resist horizontal displacement due to earthquake motion. Strapping shall be at points within the upper one -third and lower one -third of the water heater's vertical dimension. A minimum distance of 4- inches shall be maintained above the controls with the strapping. 15: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the Cityof Tukwila doc: Cond -10/06 D07 -161 Printed: 08 -15 -2007 Permit Center. City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us 16: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206 - 431 - 3670). 17: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the Building Official from requiring the correction of errors in the construction documents and other data. 18: ** *PUBLIC WORKS DEPARTMENT CONDITIONS * ** 19: 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. 20: Work affecting traffic flows shall be closely coordinated with the Public Works Project Inspector. 21: 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. 22: Any material spilled onto any street shall be cleaned up immediately. 23: A bond in the amount of 150% x cost of work within the Public right -of -way, made out to the City of Tukwila for possible property damages caused by activities. 24: A copy of the Certificate of Insurance Coverage (minimum of $2,000,000 naming the City of Tukwila as additionally insured). 25: Pavement mitigation fee applies to this permit, if pavement in the Public right -of -way is cut. 26: 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. 27: The Land Altering Permit Fee is based upon an estimated 30 cubic yards of cut and 30 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. 28: 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. 29: Prior to moving the building on -site, the property owner shall provide documentation from the King County Health Department concerning an on -site septic system and drainfield. This documentation shall indicate approval by the Health Department. The owner shall additionally be required to sign a No- Protest Sewer Agreement for future installation of public sewer system in the area. This Agreement shall be signed prior to the Final Inspection. 30: Driveways shall comply with City residential standards. Driveway width shall be a 10' minimum and 20' maximum. Slope shall be a maximum of 15 %. Turning radii shall be a minimum of 5'. 31: Driveways shall be paved for a minimum distance of 20' from the edge of the existing road pavement. 32: No storm drainage design was provided as part of the application submittal. Ground infiltration system(s) shall be used whenever soil types and site conditions permit. Storm drainage control for downspouts and driveway shall be per City of doc: Cond -10/06 D07 -161 Printed: 08-15 -2007 33: ** *FIRE DEPARTMENT CONDITIONS * ** 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 Tukwila standard(s) and detail(s) and per KCSWDM 1998. New storm drainage infiltration system(s), shall not negatively impact any existing properties in the area. 34: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 35: New and existing buildings shall have approved address numbers, building numbers or approved building identification placed in a position that is plainly legible and visible from the street or road fronting the property. These numbers shall contrast with their background. Address numbers shall be Arabic numbers or alphabet letters. Numbers shall be a minimum of 4 inches (102mm) high with a minimum stroke width of 0.5 inch (12.7nun). (IFC 505.1) 36: Maximum grade for all projects is 15 %. 37: Adequate ground ladder access to rescue windows shall be provided. 38: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 39: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 -4407. * *continued on next page ** D07 -161 Printed: 08 -15 -2007 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 I hereby certify that I have read these conditions and will comply with them as outlined. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provision of any other work or local laws regulating construction or the performance of work. Print Name: iUIO/ V : 5N yafx.., Date: .,57 D07 - 161 Printed: 08 -15 -2007 Site Address: Tenant Name: Contact Person: E -Mail Address: CITY OF TUKWILA Community Developmenpartment Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 ,•` ._ Tukwila, WA 98188 http://www.ci.tukwila.wa.us Property Owners Name: gN V / A Y AiStMe Af Mailing Address: infoi 7 , OL. Oei.4 City Mailing Address: �1d 7 ' t ( ,lt" • 6i .a 5E2477 Company Name: Mailing Address: / 7yo7 7 ,& 5 Contractor Registration Number: eV 14r › 4614. c / ARCHITECT OF RECORD = All plans must be wet stamped by Architect ofReeo Q:\ApplicationsWorms- Applications On Line\3 -2006 • Permit Application.doc Revised: 9 -2006 bh • ∎/ Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. * *Please Print ** King Co Assessor's Tax No.:,, 3Og9db3 Suite Number: New Tenant: ❑ .... Yes ❑ ..No State Floor: CONTACT PERS = wh o do we contact when your permit is ready to be issue Name: h A iwyP Day Telephoner >1 k', 99 z 3' 7 f,�c City . z r1A E -Mail Address: EQ' % --*I » )2. e 464. C4 Fax Number: --- GENERAL CONTRACTOR INFORMATION - (Contractor Information for Mechanical "(pg 4)°for. Plumbing and Gas Piping (pg City —. State f 4 �f . 6 1 Day Telephone: 23 Fax Number: Expiration Date: Company Name: epos,-0 P., 1 3 � I i0,k 1 /d L 1 I Mailing Address: I � � T moo(' J-Y S it ' 01 Pt p ( W A -, City State Zip Contact Person: 'ei nn W (L /.. 09-v 1 S Day Telephone: L€6' • 0551 E -Mail Address: yia A a 0N (n w rrlt •('11/1 Fax Number: 425 ' &510 - 057, GINEER OF RECORD — All plans must be Wet stamped by Engineer o Company Name: . , S� , / eL /� -`� Mailing Address: /a Tho o r I) i cf / �l7 /JU /U wit -& 9 . .. pp City State Zip Contact Person: 1 U- ( Poo.)01 Day Telephone: 4 'lot (D(00 E -Mail Address: Fax Number: .1.7-5 . 48/ - /03 7 ) Page 1 of 6 Valuation of Project (contractor's bid Mel Existing ilding Valuation: $ Scope of Work (please provide detailed information): 1306.0 4 w.e.eadi pliONE IPA' AA,MeivrY Will there be new rack storage? ❑.... Yes PLANNING DIVISION: Single family building footprint (area of the foundation of ail structures, plus any decks over 18 inches and overhangs greater than 18 inches) For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑ Yes ❑ No If "yes ", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: ❑ Sprinklers ❑ Automatic Fire Alarm NI None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes No If 'yes', attach list of materials and storage locations on a separate 8 -1/2" x 11 " paper including quantities and Material Safety ata Sheets. SEPTIC SYSTEM ❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. Q:\ Applications\Forns- Applications On Line \3 -2006 - Permit Application.doc Revised: 9 -2006 bh If yes, a separate permit and plan submittal will be required. • Page 2 of 6 Scope of Work (please provide detailed information): 5 L) (. (_g. Flq-m k-1 e Water District ❑ ...Tukwila ❑... Water District #125 f�J ...Water Availability Provided Sewer District ❑ ...Tukwila ❑ ...Sewer Use Certificate Please refer to Public Works Bulletin #1 for fees and estimate sheet. ValVue ❑ .. Renton .. Sewer Availability Provided Septic System: ❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. SuJ thitted with Application (mark boxes which apply): 0 Civil Plans (Maximum Paper Size — 22" x 34 ") ❑ ...Technical Information Report (Storm Drainage) -❑ ...Bond ❑ .. Insurance ❑ .. Easement(s) Proposed Activities (mark boxes that apply): ❑ ...Right -of -way Use - Nonprofit for less than 72 hours ❑ .. Right-of-way Use - No Disturbance ...Construction/Excavation/Fill - Right -of -way Non Right -of -way Total Total Fill cubic yards t9 cubic yards ❑ ...Sanitary Side Sewer ❑ ...Cap or Remove Utilities ❑ rontage Improvements Traffic Control ❑ ... Backfl ow Prevention - Fire Protection Irrigation Domestic Water ❑ ...Permanent Water Meter Size... ❑ ...Temporary Water Meter Size.. ❑ ...Water Only Meter Size ❑ ...Sewer Main Extension Public ❑ ...Water Main Extension Public _ >> Q:Wppliations\Porns- Applications On Line\3 -2006 - Permit Application.doc Revised: 9 -2006 bh ❑ .. Abandon Septic Tank ❑ .. Curb Cut ❑ .. Pavement Cut ❑ .. Looped Fire Line -13 1.1 j - A-Cc 5 Call before you Dig: 1-800-424-5555 WO # WO # WO # Private Private 2.. Highline ❑ .. Geotechnical Report ❑ .. Maintenance Agreement(s) ❑ ...Renton ❑ ...Seattle ❑...Traffic Impact Analysis ❑ ...Hold Harmless — (SAO) 0.-. Hold Harmless — (ROW) ❑ .. Right -of -way Use - Profit for less than 72 hours ❑ .. Right -of -way Use — Potential Disturbance ❑ .. Work in Flood Zone .. Storm Drainage ❑ .. Grease Interceptor ❑ Channelization 0 0.07 Trench Excavation Utility Undergrounding ❑...Deduct Water Meter Size FINANCE INFORMATION Fire Line Size at Property Line ❑ ...Water ❑ ... Sewer Monthly Service Billing to: Name: t eD/0124 'l /Y Mailing Address: /74907 7W ' PL 4d. Water Meter Refund/Billing: ' Name: ti avAit i s / AY ax. Mailing Address:/74661, Pc. V } Number of Public Fire Hydrant(s) ❑ ...Sewage Treatment 503.7-72 Day Telephone: € "'`g..+ 3 7 ; City State Zip Day Telephone: get6 ' t/ q '26%7 ity " State • Zip Page 3 of 6 Unit Type: _ Qty Unit Type QtY °;' Uni T YPe . .... = Qty .,:" Boiler /Gompriesso ' .: °Q ty Fumace<100K BTU i Air Handling Unit >10,000 , Fire Damper 0 -3 H P /1 BTU Furnace>100K BTU Evaporator Cooler Diffuser 3 -15 HP /500,000 BTU ' Floor Furnace Ventilation Fan Connected to Single Duct Thermostat 15 -30 HP /1,000,000 BTU Suspended/Wall/Floor Mounted Heater Ventilation System Wood/Gas Stove 30 -50 HP /1,750,000 BTU Appliance Vent Hood and Duct' i 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 Mailing Address: city Contact Person: Day Telephone: E -Mail Address: Fax Number: Contractor Registration Number: Expiration Date: Valuation of Mechanical work (contractor's bid price): $ `P OC Scope of Work (please provide detailed information): J ay k .—. Use: Residential: New ...A Replacement ....ID Commercial: New .... Replacement .... Fuel Type: Electric 0 Gas .... Other: Indicate type of mechanical work being installed and the quantity below: Q:\Applications\Forms- Applications On Line\3 -2006 - Permit Application.doc Revised: 9 -2006 bh State Zip Page 4 of 6 i Fixture Type " ; " ''" " Qty " °:Fixture Type:. ; Qty Fixture Type: I? e - " , 'Qty 'Fixture T YP ' Bathtub or combination bath/shower I.. fountain or water cooler (per head) Wash fountain Gas piping outlets Bidet Food -waste grinder, commercial Receptor, indirect waste Clothes washer, domestic 1 Floor drain Sinks 1 Dental unit, cuspidor Shower, single head trap ,. Urinals Dishwasher, domestic, with independent drain , Lavatory . 2 3 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 •• PLUMBING AND. GAS PIPING 'PERMIT INFORMATION - 206 -43 PLUMBING AND GAS PIPING CONTRACTOR INFORMATION Company Name: Mailing Address: City Day Telephone: Fax Number: Expiration Date: Contact Person: E -Mail Address: Contractor Registration Number: Valuation of Plumbing work (contractor's bid price): $, Li 00 Valuation of Gas Piping work (contractor's bid price): $ (� ZrO Scope of Work (please provide detailed information): &WV p,. trAt 7f 4 0. ,t Building Use (per In Building Code): . • Occupancy (per Intl Building Code): Utility Purveyor: Water: 41 L 1 J Q: Applications\Fonns- Applications On Line \3-2006 -Permit Applicuion.doc Revised: 9 -2006 bh Sewer: U 4 L V e Indicate type of plumbing fixtures and/or gas piping outlets being installed and the quantity below: State Zip Page 5 of 6 Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. Building and Mechanical Permit The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). 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 O R OR AUTHORIZED Signature* rr%� Print Name:4 /Q,,,2 (1• i '5j(y,0L„ 2 mo Mailing Address: 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). Date Application Accepted: Date Application Expires: W0214 niala Q:1Applications\Fonns- Applications On Line\3 -2006 - Permit Application.doc Revised: 9 -2006 bh Day Telephone: 266-2 y9. 43 7 City Date: ! 1, 4 tate Zip Staff Initials: 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 st. 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 SAND A. (SAL) PERMIT # C7 — 161 (Q !ss__ -41.A ,44. If you do not provide contractor bids or an engineer's estimate with your permit application, Public Works will review the cost estimates for reasonableness and may adjust estimates. 1. APPLICATION BASE FEE 2. Enter total construction cost for each improvement category: Mobilization Erosion prevention Water /Sewer /Surface Water Road/Parking/Access A. Total Improvements 3. Calculate improvement -based fees: B. 2.5% of first $100,000 of A. C. 2.0% of amount over $100,000, but less than $200,000 of A. D. 1.5% of amount over $200,000 of A. 4. TOTAL PLAN REVIEW FEE (B +C +D) 5. Enter total excavation volume 30 Enter total fill volume GRADING Plan Review and Permit Fees Use the greater of the excavation and fill volumes. Approved 09.25.02 Last Revised Jan. 2006 30 1 5o c/ioevAi oo ISoo ir- •• /ao cubic yards cubic yards $ /o0 Use the following table to estimate the grading plan review and permit fee. $250 (1) $ (5) TOTAL PLAN REVIEW AND APPROVAL FEE DUE WITH PERMIT APPLICATION (1 +4 +5) $ 3 The Plan Review and Approval fees cover TWO reviews: 1) the first review associated with the submission of the application/plan and 2) a follow -up review associated with a correction letter. Each additional review, which is attributable to the Applicant's action or inaction shall be charged 25% of the Total Plan Review Fee. (4) QUANTITY IN CUBIC YARDS RATE 50 or less $23.50 51 -100 $37.00 101 -1,000 $37.00 for l 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 P 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 8. GRADING Permit Review Fee Approved 09.25.02 Last Revised Jan. 2006 2 BULLETIN A2 TYPE C PERMIT FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION PW may adjust estimated fees 6. Permit Issuance/Inspection Fee (B +C +D) $ / 00 00 (6) 7. Pavement Mitigation Fee (j0 $6 ' 'F $ (7) The pavement mitigation fee compensates the City for the reduced life span due to removal of roadway surfaces. The fee is based on the total square feet of impacted pavement per lane and on the condition of the existing pavement. Use the following table and Bulletin 1B to estimate the p Grading Permit Fees are calculated using the following table. Use the greater of the excavation and fill volumes from Item 5. s $ Z3 (8) WATER METER FEE Permanent and Water Only Meters Size (inches) Installation Cascade Water Alliance RCFC 01.01.2007 — 12.31.2007 Total Fee 0.75 $600 $5297 $5897 1 $1100 $13,242.50 $14,342.50 1.5 $2400 $26,485 $28,885 2 $2800 $42,376 $45,176 3 $4400 $84,752 $89,152 4 $7800 $132,425 $148,015 6 $12500 $264,850 $277,350 BULLETIN A2 TYPE C PERMIT FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION PW may adjust estimated fees 9. TOTAL OTHER PERMITS A. Water Meter — Deduct ($25) B. Flood Control Zone ($50) C. Water Meter — Permanent* D. Water Meter — Water only* E. Water Meter — Temporary* * Refer to the Water Meter Fees in Bulletin A 1 10. ADDITIONAL FEES A. Allentown Water (Ordinance 1777) $ B. Allentown Sewer (Ordinance 1777) $ C. Ryan Hill Water (Ordinance 1777) $ D. Special Connection (TMC Title 14) $ E. Duwamish $ F. Transportation Mitigation $ 013 G. Other Fees f - ) $ '�j oo •-- 88 ( 1 . 1 2 4 W 4 r . Co J CA/0404Y Total A through G $ /$ (10) 7sz' DUE WHEN PERMIT IS ISSUED (6 +7 +8 +9 +10) $ 1 ESTIMATED TOTAL PERMIT ISSUANCE AND INSPECTION FEE This fee includes two inspection visits per required inspection. Additional inspections (visits) attributable to the Permittee's action or inaction shall be charged $47.00 per inspection. Approved 09.25.02 Last Revised Jan. 2006 Total A through E $ (9) 0. 75" 2.5" $1,000 Temporary Meter $300 3 Doc: RECSETS -06 RECEIPT NO: R07 -01710 User ID: 1165 Payee: EDWARD J. SNYDER 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 SET RECEIPT Initials: JEM Payment Date: 08/15/2007 Total Payment: 5,418.44 SET ID: 0814 SET NAME: SNYDER RESIDENCE D07 -161 4,839.78 M07 -100 221.66 PG07 -117 357.00 TOTAL: 5,418.44 TRANSACTION LIST: Type Method Description Amount Payment Check 1973 5,418.44 TOTAL: 5,418.44 Account Code Current Pmts BONDS /DEPOSITS 000/386.908 1,000.00 BUILDING - RES 000/322.100 2,397.90 GAS - RES 000/322.100 88.00 MECHANICAL - RES 000/322.100 221.66 PLUMBING - RES 000/322.100 269.00 PW LAND ALT PERMIT FEE 000/342.400 23.50 PW PERMIT /INSPECTION FEE 000/342.400 100.00 STATE BUILDING SURCHARGE 000/386.904 4.50 TRAFFIC CONCURRENCY 104.367.121.00 300.00 TRAFFIC MITIGATION FEES 104.367.120 1,013.88 TOTAL: 5,418.44 Doc: RECSEfS -06 RECEIPT NO: R07 -00738 Initials: JEM Payment Date: 05/02/2007 Total Payment: 2,038.06 User ID: 1165 Payee: EDWARD JAMES SNYDER City of Tukwila SET TRANSACTIONS: Set Member Amount Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone 206 -431 -3670 Fax: 206 -431 -3665 Web site: http: /Iwww.ci.tukwila.wa.us SET ID: S000000745 SET NAME: Tmp set/Initialized Activities D07 -161 ' 1,908.64 M07 -100 47.92 PG07 -117 81.50 TOTAL: 2,038.06 Payment Check 998 ACCOUNT ITEM LIST: Description PLAN CHECK - RES PW BASE APPLICATION FEE PW PLAN REVIEW SET RECEIPT TOTAL: TRANSACTION LIST: Type Method Description Amount 2,038.06 2,038.06 Account Code Current Pmts 000/345.830 1,688.06 000/322.100 250.00 000/345.830 100.00 TOTAL: 2,038.06 7723 05/02 9716 TOTAL 2038.06 TSE A Engineering A- Date Sent: Name: Total pages: From: Subject: Project: COMMENTS: 09/03/04 Building Official 9 Terry Powell, P.E. 3 Car Garage option TSE #4662 (Crane Design Plan # 070301) 12810 N.E. 178th Street A Suite 101 A- Woodinville, WA. 98072 -8702 (425) 481 -6601 A. FAX (425) 481 -6371 A tristate @netos.co 5o lop FILE COPY ' Permit No. Attached are the additional calculations and plan changes for the 3 Car Garage option. Except as noted on the following pages all Lateral design is per the original calculations provided by my office, RECEIVED CITY OFTUKWIIA MAY 02 2007 PERMITCENTER 90 1111 (ht TSE • Engineering • 12810 N.E. 178th Street, Suite 101 Woodinville, WA 98072 • (425) 481 -6601 PROJECT: JOB #: yG6.Z BY: (►'' DATE: z 1 07,3e, 3c/i2 6 R4G Gf°Ti6.k1 relre .• lip pp MAIN FLOOR PLAN 13 CAR OPTION) p9Eo 6F APPeP &alp TSE �■ • Engineering • 12810 N.E. 178th Street, Suite 101 Woodinville, WA 98072 • (425) 481 -6601 PROJECT: JOB #: V6.6.2 BY: II` DATE: TRANSVERSE WIND ANALYSIS Grid: 1 2 Roof Rise 5 0 22.6 Wall Ht. 8.1 8.1 N Wall Ht. 10 10 Width X V left V right LEVEL: Main Roof Type Ridge /Gable Ht OH left OH right Area left Area right V left V right 3405 41 20 LEVEL: Upper Roof Type 1 Ridge /Gable Ht 8.5 OH left 1 OH right Area left Area right 0 2745 2660 0 44 20 1 8.5 1 3405 2660 2745 Plan Number /Jot FRONT ELEVATION 7908 #070 3 0 700 9 21 10 1 5 0 1.5 775 4 0 0 0 0 5 0 0 0 0 6 0 0 0 0 8 to 12 degrees ft. ft. ft. ft. ft. ft. ft. ft. sq.ft. sq.ft. 0 lbs. 0 lbs. ft. ft. ft. sq.ft. sq.ft. 0 lbs. 0 lbs. /f PP 2 ro fog. 3c /2 GPP'U AMIN TSE • Engineering • 12810 N.E. 178th Street, Suite 101 Woodinville, WA 98072 • (425) 481 -6601 PROJECT: TRANSVERSE SEISMIC ANALYSIS BASE SHEAR PLAN VIEW H G F E D C B A Grid: G F E D C B ansv.Walls A 1 R 1437 F 2701 2 1474 2822 2 2 1169 2224 2 4 4 4 2 R 1437 F 2701 R 1194 R 1194 F 2305 F 230 2 1169 2224 2 4 LONGITUDINAL SEISMIC ANALYSIS H 4 2 1474 2822 2 478 5 6 RPPPo Giev FG/ - v- Mit v p7fon) 4 4 Plan Number /Job ID #070301 9 d 7 8 a lbs. lbs. lbs. lbs. lbs. lbs. lbs. lbs. 1 4 5 JOB #: 7 k%'42 BY: tf DATE: Grld: r1 TSE • Engineering • 12810 N.E. 178th Street, Suite 101 Woodinville, WA 98072 • (425) 481 -6601 PROJECT: JOB #: y & (OZ BY: 0 DATE: 3 TRANSVERSE SHEARWALLS Grid 3 Grid: A Level: Upper Lsw v wind v seismic USE: R wind R seismic Roof Trib. Roof DL Wall DL Uplift wind Uplift seismic USE: Level: Main Lsw v wind v seismic USE: R wind R seismic Roof Trib. Roof DL Wall DL Floor Trib. Floor DL Uplift wind Uplift seismic USE: Anchor Bolts: \AB2 Level: B 38 90 101 SW1 726 818 2 1140 3078 0 0 13.5 255 438 SW3 4595 6685 0 1350 1 135 2884 4119 C D E F Plan Number /Jot #070 G H X REV($90 s y,z e rn t.� N 177 4r 4 t 102 3 U,/ 3 c4t2 0/9 s /vhf ft. pif pif Ibs Ibs ft. Ibs Ibs Ibs Ibs ft. pif pif Ibs Ibs ft. Ibs Ibs ft. Ibs Ibs Ibs - TSE • Engineering • 12810 N.E. 178th Street, Suite 101 Woodinville, WA 98072 • (425) 481 -6601 PROJECT: JOB #: 1 1 66 2 BY: DATE: rg— (0 TRANSVERSE SHEARWALLS Grid 4 Grid: Level: Upper Lsw v wind v seismic USE: R wind R seismic Roof Trib. Roof DL Wall DL Uplift wind Uplift seismic USE: Level: Main Lsw v wind v seismic USE: R wind R seismic Roof Trib. Roof DL Wall DL Floor Trib. Floor DL Uplift wind Uplift seismic USE: Anchor Bolts: A 4 1 21 39 17 SW1 388 174 2 630 2100 0 0 0 ABO B C SW OPENING • D E F Plan Number /Jot #070: H , ft. pif pif Ibs Ibs ft. Ibs Ibs Ibs Ibs ft. pif pif Ibs Ibs ft. Ibs Ibs ft. Ibs Ibs Ibs TSE 411•111111• A Engineering • 12810 N.E. 178th Street, Suite 101 Woodinville, WA 98072 • (425) 481-6601 PROJECT: JOB #: Y 660 BY: IR DATE: LONGITUDINAL SHEARWALLS OPENING REINF. • . Grid A Grid: 1 2 3 Level: Upper 7.5 9 Lsw 11.9 14.5 v wind 104 104 v seismic 122 122 USE: SW2 SW2 R wind 841 841 R seismic 991 991 Roof Trib. 2 2 Roof DL 357 435 Wall DL 964 1175 Uplift wind 445 358 Uplift seismic 397 267 USE: T1 T1 Level: Main Lsw v wind v seismic USE: R wind R seismic Roof Trib. Roof DL Wall DL Floor Trib. Floor DL Uplift wind Uplift seismic USE: Anchor Bolts: 10.5 15 138 304 SW7 2796 4718 0 1500 6 900 1680 3044 H2 AB5 1.875 1.875 138 138 304 304 LRP LRP 4 OPENING REINF. 5 6 5.25 11170A4L. eestgrwir PAW cc. Plan Number/Jot #070 7 8 ft. pif pif Ibs Ibs ft. Ibs Ibs Ibs Ibs ft. pif pif Ibs Ibs ft. Ibs Ibs ft. Ibs Ibs Ibs TSE • Engineering • 12810 N.E. 178th Street, Suite 101 Woodinville, WA 98072 • (425) 481 -6601 PROJECT: JOB*: //�y6 0g. BY: (Y" DATE: 7 -� APA "Sturd -I- Frame" v 10.10.02 Properties: M1 b d S 3.125 12 75 in. in inA3 Mcn. M2 Z1 W1 j. L W2 Z (WIND) Z (SEISMIC) w (DL) w (LL) LL (SEISMIC) w (SL) SL (SEISMIC) 260 570 215 0 0 300 0 lbs. lbs. pif pif % pif oh H D L W1 W2 AR1 AR2 9 1 9 0 22 4.91 ft. ft. ft. in. in. 1018 1018 O.K. WIND SEISMIC WIND SEISMIC Z1 = 0 0 lbs. Z2 = 260 570 lbs. M1 = 0 0 ft.Ibs. M2 = 2080 4560 ft.Ibs. M c2 2177 0 3038 5214 ft.Ibs. (DL) (LL) (SL) (TOTAL) Z M1 (TOTALS) M2 (TOTALS) WIND 2464 ft.lbs. WIND 4544 ft.lbs. SEISMIC 1451 ft.Ibs. SEISMIC 6011 ft.Ibs. CONTINUOUS HEADER DESIGN Material Tvpe /Specie Grade Fb (psi) Fb Fv (psi) CD (WIND) 1.6 Manuf.Lbr. GL 24F -V4 2400 1200 165 CD (SEISMIC) 1.33 Timber CD (SNOW) 1.15 Dimen.Lbr. Cr 1 CH 1 H fb Fb' fb / Fb' fv Fv' fv / Fv' D + L + S (UBC 12 -12) 834 2760 0.30 93 190 0.49 D + L + S/2 + W (uBC 12 -14) 727 1920 0.38 76 264 0.29 D + L + S + E/1.4 (uBC 12 -16) 962 1596 0.60 62 219 0.28 psi psi psi psi USE: GL 3.125" x 12" A.,-;:-. TSE • Engineering • 12810 N.E. 178th Street, Suite 101 Woodinville, WA 98072 • (425) 481 -6601 PROJECT: JOB #: BY: DATE: LONGITUDINAL SHEARWALLS Grid B Grid: 1 Level: Upper Lsw v wind v seismic USE: R wind R seismic Roof Trib. Roof DL Wall DL Uplift wind Uplift seismic USE: Level: Main Lsw v wind v seismic USE: R wind R seismic Roof Trib. Roof DL Wall DL Floor Trib. Floor DL Uplift wind Uplift seismic USE: Anchor Bolts: ABO 2 3 14 6 273 273 193 193 SW2 SW2 2727 2454 1927 1734 0 0 1400 540 11 12 1540 720 1845 2076 604 1167 H3 H2 4 5 APoi o wow 6 Plan Number /Jot #070 7 8 ft. pif pif Ibs Ibs ft. Ibs Ibs Ibs Ibs ft. pif pif Ibs Ibs ft. Ibs Ibs ft. Ibs Ibs Ibs 2x12' RAFTERS • 24 O.C. ROOF FRAMING PLAN (W/ BONUS ROOM) tl• n1y ATTACH LOWER ROOF TO UPPER WALL PER LEDGER DETAIL • EYTTP) MFG TRUSSES • 24. OL. W/NEEL TO MATCH FASCIA HT'S d) < G M 2' -B 0 .�'czl 3W3 FAMILY ROOM 2 b AFF ON DISL. LATER 3/4• PLYWD. sw,, ALL WALLA YD CALM ROAR IRON IROOR TO WN M• 072 are LIP TO ROCA AMAT KS O. RAF! 4 MIRO 4 ' C. 6LA VW COMP. FILL LOPE FLOOR'! TOWARD DOORS 30' WSW RY r MAIN FLOOR PLAN (3 CAR OPTION) Sµ12 PT base. DFL•1 W/ "SIMP5C44 CC• LI-1N CAP T' -6' 9 5 CAR OPTION 16•x8• BC ENED ' FOINDATION VENTS i, i SEE PAGE 2OF1 PLACEEI -EN POST' AND CRQUA_ SPACE 6 MIL BLACK VISOUEEN VAPOR BARRIER 511 4003.3 Cs E: 4• CONC. SLAB 0/ =MP. FILL SLOPE FLOOR S TOWARD DOORS 42 =NCJ FM. WA'4}S 4966 F. ti KNOCK 1126 CiaLT9G F-1 ur H , ACC 301' "0. 2 MIN. NV DEEP ING I6' "!• RO 16.1 S' -!' RO 5(M FOUNDATION PLAN 11 SI TSE ENGINEERING 12810 N.E. 178 S1• • Stale 101 WocKfinvile, WA 98072 -8702 1 • FAX: 481-6371 TSE • Engineering • 12810 N.E. 178th Street, Suite 101 Woodinville, WA 98072 • (425) 481 -6601 v 4.11.03c PROJECT: Design Specifications: Building Type: Importance Factor: Basic Wind Velocity: Wind Exposure: Snow Loading: Seismic Use Group: R: % of Snow Incl. w/ Seismic: Soil Site Class: Analysis Procedure: Ss: Load Combinations: Building Design Parameters: Roof DL: Floor DL: Wall DL: Levels: Level Names: Job Name: Lateral Analysis Site Address: 46xx S. 160th ST Tukwila Jurisdiction: City of Tukwila Plans Bv: Plan Number /Job ID: Crane Design #07030'!^^ 2003 IB'C Low Rise, Simple 1.00 85 mph B 25 psfi- 6.5 0 D Simplified 140 % g ASD Basic 15 10 10 Varies Upper Main psf psf psf P�eTCenrr� JOB #: 1 4 0(0 ( BY: e4e4 DATE: Dr /OS /144( A ' FILE corm Permit No. Diaphragm This engineering is for use for a single le ildiinngture. n permit for a sing t r- must Engin: = i✓ 4 i ring STRUCTURAL ENGINEERING ADDITIONALis 8ng s i n ge REQUIREMENTS OR CHANGES TO PLANS for sing AREAS SHOWN ON SHEETS 19 V 9 for g s„ grot) THROUGH )3 OF THESE CALCULATIONS r 'nee f to XP1RF.5 08/20108 WITH NOTES, SCHEDULES & DETAILS 5 501 O PER DRAWING No.TSE -1 THROUGH TSE- 2 ENGINEER'S SEAL IS FOR LATERAL LOAD DESIGN DUE TO SEISMIC AND WIND FORCES RECEIVE(} ONLY. GRAVITY LOAD DESIGN IS THE CflY�F -� � RESPONSIBILITY OF THE BUILDING DESIGNER. MAY O- `007 EXCEPTIONS: �012fil reAvrE hr`C?dPEe AMMO TSE • Engineering • 12810 N.E. 178th Street, Suite 101 Woodinville, WA 98072 • (425) 481 -6601 PROJECT: JOB #: 7'OOZ BY: DATE: LEFT NorE : 24S11 ED 0\1(5 /NDr (jTE CJrL/NE 4 ay g/v AMIE TsE • Engineering A 12810 N.E. 178th Street, Suite 101 Woodinville, WA 98072 • (425) 481 -6601 FL 3 PROJECT: JOB ## St�O i BY: vi/ a" 3 Sit cic DATE: Grid:1 Roof Rise 0 5 22.6 2 3 4 5 6 7 1 Roof End Zone E E WaII Ht. 8.1 8.1 1 d Zone / No SW E N E WaII Ht. 10 10 1 d Zone /NoSW E E 1 Width 41 44 1 X 20 20 1 TRANSVERSE WIND ANALYSIS Nall En Nall En LEVEL: Upper Roof Type 1 Ridge /Gable Ht 8.5 OH left 1 OH right Area left Area right V left V right 2595 LEVEL: Main Roof Type Ridge /Gable Ht OH left OH right Area left Area right V left V right 0 3500 905 0 1 8.5 1 2595 905 3500 TSE Engineering FRONT ELEVATION 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Job#: Plan Number /Job ID #070301 to 12 degrees ft. ft. ft. sq.ft. sq.ft. 0 lbs. 0 lbs. ft. ft. ft. sq.ft. sq.ft. 0 lbs. 0 lbs. Grid: Roof Rise 8 Roof End Zone Wall Ht. d Zone / No SW WaII Ht. d Zone / No SW Length Y A E 5 22.6 B C E D E F G E 8.1 N 8.1 E E 10 10 E 40 18 40 23 LONGITUDINAL WIND ANALYSIS Wall En Wall En LEVEL: Upper Roof Type 2 Ridge /Gable Ht 8.5 OH front 1.5 OH back Area front -25 Area back V front V back LEVEL: Main Roof Type Ridge /Gable Ht OH front OH back Area front 33 Area back V front V back 3094 0 4630 855 0 2 8.5 1.5 -85 2464 1092 3891 TSE Engineering RIGHT ELEVATION 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 lbs. 0 lbs. 0 lbs. 0 lbs. Job#.• " Bya/ Page: S Plan Number /Job ID #070301 H to 12 degrees ft. ft. ft. ft. ft. ft. ft. ft. sq.ft. sq.ft. ft. ft. ft. sq.ft. sq.ft. TSE Engineering TRANSVERSE SEISMIC ANALYSIS BASE SHEAR PLAN VIEW H G F E D C B A Grid: LONGITUDINAL SEISMIC ANALYSIS H G F E D C B Transv.Walls 2 1651 3161 2 2 2 1310 2491 2 1651 3161 2 2 1310 2491 A Grid: 1 2 Long Walls 3 4 5 6 Plan Number /Job ID #070301 8 7 8 Job#:/ CGL By:a/ Page: Ibs. Ibs. Ibs. Ibs. Ibs. Ibs. Ibs. Ibs. R 1609 F 3025 R 1609 F 3025 R 1338 F 2582 R 1338 F 2582 1 2 3 4 5 6 7 TSE Engineering TRANSVERSE SEISMIC ANALYSIS BASE SHEAR PLAN VIEW H G F E D C B A Grid: LONGITUDINAL SEISMIC ANALYSIS H G F E D C B Transv.Walls 2 1651 3161 2 2 2 1310 2491 2 1651 3161 2 2 1310 2491 A Grid: 1 2 Long Walls 3 4 5 6 Plan Number /Job ID #070301 8 7 8 Job#:/ CGL By:a/ Page: Ibs. Ibs. Ibs. Ibs. Ibs. Ibs. Ibs. Ibs. TRANSVERSE TSE Engineering Plan Number /Job ID SEISMIC DESIGN FORCES #070301 GRID LEVEL Lsw QE r p QE E 0.7E (ft.) (Ibs.) (Ibs.) (Ibs.) (Ibs.) 1 Upper 36 2946 0.1389 2946 2946 2063 Main 29 4277 0.1315 4277 4277 2994 2 Upper 0 Main 15 2660 0.1582 2660 2660 1862 3 Upper 38 2946 0.1316 2946 2946 2063 Main 34.5 4277 0.1105 4277 4277 2994 r (max) = 0.1582 Fa = 1.00 AB = 1700 sq.ft. SMS = 1.40 g 2 - 20 / r(max) *SQRT(AB) = -1.067 Sos = 0.93 g p = 1.000 SDC = D Job# B y : ey Page: LONGITUDINAL TSE Engineering Plan Number /Job ID SEISMIC DESIGN FORCES #070301 GRID LEVEL Lsw QE r p QE E 0.7E (ft.) (Ibs.) (Ibs.) (Ibs.) (Ibs.) A Upper 31.65 2970 0.1585 2970 2970 2079 Main 18.9 4152 0.1943 4152 4152 2906 B Upper 0 Main 14 2692 0.1701 2692 2692 1884 C Upper 27 2950 0.1846 2950 2950 2065 Main 15 4460 0.2631 4460 4460 3122 r (max) = 0.2631 Fa = 1.00 AB = 1700 sq.ft. SMS = 1.40 g 2 - 20 / r(max) *SQRT(AB) = 0.156 Sos = 0.93 g p = 1.000 SDC = D Job#: 2i By:CL/ Page:g 011/ TSE Engineering Job#: B: &/ Page: TRANSVERSE SHEARWALLS Grid 1 Grid: Level: Upper Lsw v wind v seismic USE: R wind R seismic Roof Trib. Roof DL Wall DL Uplift wind Uplift seismic USE: Level: Main Lsw v wind v seismic USE: R wind R seismic Roof Trib. Roof DL Wall DL Floor Trib. Floor DL Uplift wind Uplift seismic USE: Anchor Bolts: A B 18 18 72 72 57 57 SW1 SW1 584 584 464 464 2 2 540 540 1458 1458 0 0 0 0 16.5 12.5 121 121 103 103 SW1 SW1 1932 1932 1608 1608 0 0 1650 1250 1 1 165 125 788 920 0 91 H1 H1 ABO c D E Note: SWx (Shearwalls), Tx (Floor Ties), Hx (Holdowns) and ABx (Anchor Bolts) are scheduled per sheet TSE-1 except ABO = 5/8 inch diameter anchor bolt at 48" o.c. w/ 2x sill plate which is typical unless noted otherwise. Plan Number/Job ID #070301 F G H ft. pif pif Ibs Ibs ft. Ibs Ibs Ibs Ibs ft. pif plf Ibs Ibs ft. Ibs Ibs ft. Ibs Ibs Ibs CD CID 0 . 4.-• 4•••• (/) V) (1) (/) t1) CA I's- I CL CL o * 0 LL w CI 0 m < '1 cr) c o .. E cr) .- . .0 n ,y). I- 4 6 = L.. > a) ct • cu u) Q. o cc a in 0. > cc ce D g p D . 4.• ••■■ C CL CL 0 V/ (// In ell U) u) c- 8 F o o csi a) .,.. NI r•i.- .. o i c 4 0 1 ,9 •-• te) 1 CO • CO " (i) e- e- .1- %-- N V' •"' c..) i ii 0 .52 .0 -i _1 x i .2 t L ij i6 0 ° . 0) . E 'a ° 0 ',.= E u) -I . 5 >� cta I _ O i1) 2 > W Ce it D 5 13 o. D < TRANSVERSE SHEARWALLS Grid 3 Grid: Level: Upper Lsw v wind v seismic USE: R wind R seismic Roof Trib. Roof DL Wall DL Uplift wind Uplift seismic USE: Level: Main Lsw v wind v seismic USE: R wind R seismic Roof Trib. Roof DL Wall DL Floor Trib. Floor DL Uplift wind Uplift seismic USE: Anchor Bolts: A 38 68 54 SW1 553 440 2 1140 3078 0 0 B 4 21 13.5 101 101 87 87 SW1 SW1 1624 1014 1352 868 0 0 2100 1350 1 1 210 135 0 569 0 199 H1 ABO TSE Engineering c D E OPENING REINF. - SEE SHT. /2 Job #: 461 By: Ci/ Page: /1 Plan Number /Job ID #070301 F G H ft. pif plf Ibs Ibs ft. Ibs Ibs Ibs Ibs ft. plf pif Ibs Ibs ft. Ibs Ibs ft. Ibs Ibs Ibs REINFORCEMENT AT OPENINGS IN TRANSVERSE SHEARWALLS Grid 3 Grid: Level: Main Opening Lsw v (max) V(X1) =V(X2) Grid A -B A 4 21 101 125 Opening = X1 = X2 = TSE Engineering T11 �I'2 X1 Opening X2 T1 — �f2 4 B C Lsw D E F v (max) Plan Number /Job ID #070301 G 4 ft. v (x) = 125 pif USE: 8.5 ft. T1 = 203 Ibs. LSTA21 8.5 ft. T2 = 203 Ibs. LSTA21 Job#: g��Z By: 6L/ Page: /2 H ft. ft. pif plf 4 LONGITUDINAL SHEARWALLS Grid A Grid: Level: Upper Lsw v wind v seismic USE: R wind R seismic Roof Trib. Roof DL Wall DL Uplift wind Uplift seismic USE: Level: Main Lsw v wind v seismic USE: R wind R seismic Roof Trib. Roof DL Wall DL Floor Trib. Floor DL Uplift wind Uplift seismic USE: Anchor Bolts: 1 Plan Number /Job ID OPENING REINF. - SEE SHT. /4 #070301 2 3 5 6 7 8 7.5 9 11.9 14.5 kayo Exiiic J 5.25 ft. 98 98 61/e 1 1 - A 4-r Airsicr pif 66 66 plf SW2 SW2 bON G?%l ni iti, 4 793 793 PC,e , .&! !4-bff Ibs 523 523 AOC. 2' ` ?? Iftbs 357 435 256 x o.625c l45ph, Ibs 964 1175 lbs 397 310 ' , 05 E Sw 2 Ibs 0 0 Ibs T1 T1 A OPENING REINF. - SEE SHT. 14 10.5 15 3.9 ft. 245 245 pif 154 154 pif SW6 P.F. 3778 A Ibs 2430 T Ibs 0 1500 6 900 2662 756 H2 ABO TSE Engineering Job#: 4‘`z By: jL Page: 13 ft. Ibs Ibs ft. Ibs Ibs Ibs or Po -rift, Fit P*-NEGs Ar diV4 fIZanr. &c S Ha'a`i - K role tt OE'e PE 50Mic g fEer Ko RoilucTIDA) co' Try(sW3 (F y0,625 Zv(fi ;, LI56 sw3 • TSE Engineering REINFORCEMENT AT OPENINGS IN LONGITUDINAL SHEARWALLS Plan Number /Job ID #070301 Grid A Grid: Level: Upper Opening Lsw v (max) V(x1) = V(X2) Level: Main Opening Lsw v (max) V(X1) =V(X2) Grid 1 -2 1 7.5 11.9 98 265 Grid Opening = 1 -2 X1 = X2 = Grid Opening = 2 -3 X1 = X2 = 10.5 15 245 817 Opening = X1 = X2 = T1 2 X1 Opening X2 T1 �r2 4 2 3 9 14.5 98 258 7.5 ft. 2.25 ft. 2.15 ft. 9 ft. 2.75 ft. 2.75 ft. Lsw 4 5 6 v (max) 7 v (x) = 265 pif USE: T1 = 376 Ibs. LSTA21 T2 = 359 Ibs. LSTA21 v (x) = 258 pif USE: T1 = 441 Ibs. LSTA21 T2 = 441 Ibs. LSTA21 10.5 ft. v (x) = 817 pif USE: 2.25 ft. T1 = 1286 Ibs. (2)LSTA21 2.25 ft. T2 = 1286 Ibs. (2)LSTA21 Job#: 466 By:a Page: 11 8 ft. ft. pif pif ft. ft. pif pif APA "Sturd -I- Frame" Portal Panel v 10.10.02 TSE Engineering M1 M c& Z1 W1 J. L Properties: b d S 5.125 12 123 in. in inA3 M2 Z (WIND) Z (SEISMIC) w (DL) w (LL) LL plasmic) w (SL) SL(seismic) 3726 605 100 120 0 100 0 Ibs. Ibs. pif pif % pif % USE: 5- 118x12 GL 24F -V4 H D L W1 W2 AR1 AR2 8 1 16 22 22 4.36 4.36 ft. ft. ft. in. in. 1127 1127 2255 N.O. WIND SEISMIC WIND SEISMIC Z1 = 1863 303 Ibs. Z2 = 1863 303 Ibs. M1 = 13041 2118 ft.Ibs. M2 = 13041 2118 ft.lbs. M C/L 3200 3840 3200 10240 ft.Ibs. (DL) (LL) (SL) (TOTAL) MI (TOTALS) M2 (TOTALS) WIND 15434 ft.Ibs. WIND 15434 ft.Ibs. SEISMIC 3721 ft.lbs. SEISMIC 3721 ft.Ibs. i4 Z2 CONTINUOUS HEADER DESIGN Material Type /Specie Grade Fb (psi) Fb Fv (psi) CD (WIND) 1.6 Manuf.Lbr. GL 24F -V4 2400 1200 165 CD (SEISMIC) 1.6 Timber CD (SNOW) 1.15 Dimen.Lbr. Cr 1 CH 1 fb Fb' fb / Fb' fv Fv' fv / Fv' D + L + S (IBC 16 -9) 999 2760 0.36 62 190 0.33 D +.75(W +L +S) (IBC 16 -10) 1506 1920 0.78 98 264 0.37 D + .75(E +S +L) (IBC 16-10) 363 1920 0.19 27 264 0.10 psi psi psi psi Job#:4" By: etl Page: /,j H 0 cr) o . 4.■ , F.. &)U 1/1 11) (.1) CI) N- CO = 0- 0- 0 r -- co 1.0 sr- el cq 03 TL) 13 -E > a) > a) — 1 . 4••• •••••• rg CL CL co Ls, N T"' ( C ) .c t - c0 VI CD .4. . l . CO CO T.. N".. 0) N CI) U'l Cl) U) (/) Cfl In a 0 0) I D C i! ." I% ir 9 I N ) .1." A— x— . ::14 13 0 (j) • w — .(n —. .§ S - .u, 0 l a) > a) cto in > • ( f ) 8 W 5 M. c tr) cr) 0 re O L I o 0. - u) a. > ce ct D 5 - ea > ct ce LT . D 5 'r5 a D D < LONGITUDINAL SHEARWALLS Grid C Grid: Level: Upper Lsw v wind v seismic USE: R wind R seismic Roof Trib. Roof DL Wall DL Uplift wind Uplift seismic USE: Level: Main Lsw v wind v seismic USE: R wind R seismic Roof Trib. Roof DL Wall DL Floor Trib. Floor DL Uplift wind Uplift seismic USE: Anchor Bolts: 1 5" 13 4.25 91 91 76 76 SW1 SW1 739 739 620 620 20.5 20.5 3998 1307 1053 344 0 244 0 0 T1 8.1 6.9 259 259 208 208 SW2 SW2 3925 3925 3197 3197 0 0 810 690 8.5 8.5 689 587 1960 3047 250 1879 H2 H2 ABO TSE Engineering OPENING REINF. - SEE SHT. fr 3 4 5 9.75 Job#:44 By: et/ Page: /7 Plan Number /Job ID #070301 6 7 8 ft. pif plf Ibs Ibs ft. Ibs Ibs Ibs Ibs ft. pif pif Ibs Ibs ft. Ibs Ibs ft. Ibs Ibs Ibs TSE Engineering REINFORCEMENT AT OPENINGS IN LONGITUDINAL SHEARWALLS Grid C Grid: 1 Level: Upper Opening 5 Lsw 13 v (max) 91 v pxm) = v (x2) 148 Grid 1 -2 T1�2 X1 Opening X2 i T1 t 2 3 Lsw 4 5 6 v (max) Plan Number /Job ID #070301 7 Opening = 5 ft. v (x) = 148 pif USE: X1 = 4 ft. T1 = 228 Ibs. LSTA21 X2 = 4 ft. T2 = 228 Ibs. LSTA21 Job#: 4C(Z By: N Page: fg 8 ft. ft. plf pif MFG TRUSSES 24" 0.0 JOB#: 1 12810 NI. 178 ST. • Stile 101 Woodinville. WA 98072-8702 1425) 481-6601 • FAX 481-6371 ■■•■••■••••■•••■•=1MAINNIM.M... 0 (Tr.) STUB TRUSSES e 24" O.C. MEE 1d2 P.— lifiEN JIM • EirMill 1111111.11111111 t E5 e 1 12" O.H. MFC TR45.5 w(/500 lb Poen. LoAD ROOF FRAMING PLAN (4 BEDROOM W/ BONUS ROOM) /17 1_0(A)isie ri&or • • 1 f AI - 1c.) P57e- LEp&r•R: PET4IL E7'155-t P pLa - ro Xr (1) cl 6et-oto 3 (I) UPPER- FLOOR PLAN (4 BEDROOM W/ BONUS OP es•■•■• .......61mamma TsE ENGligEERING 12810 N.E. 178 ST. • Suite 101 Woodinville, WA 98072-8702 1425) 481-6601 • FAX: 481-6371 J013# quoz I11111I . I. 1111111 IE fri 11 � ► IF 1 urn i ii ■;; ! I I I (TYP) m 0 0 r PARALLAMS JOI WINDOW EDGES COLUMN. FLOOR FRAMING PLAN J a 3 TSE ENGINEERING 12810 N.E. 178' ST. • Suite 101 Woodinville, WA 98072 -8702 0251481 -6601 • FAX: 481 -6371 JOB#: lik72 • Jl (Tr.) 0'- ,2' -1m 13' -0" " 3' - 10 1 " l - 8 •4 ARCHWAY 6 ARCHWAY RIO EFVTO5 100 CFM DINING ROOM ELEV./ ADER HOT. (TEMP.) SOFFIT LN. 2' -4" ARCH ABv. 36" H. RAIL 6 ' - 2 MFG. GAS "DIRECT VENT" F/P INSTALL PER MANUF. SPECS FAMILY ROOM 4' -B J" SC. WD. DR. •18 AFF ON DBL. F CLOSER LAYER 3/4" PI 'MD. FITTING) k— 51413 ALL WALLS AND CEILING UNDER UPPER FLOOR TO HAVE SG" TYPE 'X' GUS UP TO ROOF SHEATHING. (TAPE • FINISH/ I6 80 ORD. SLOPE FLO RO )+B OWARD DOORS 1 - m PT 6x6" POST FURED OUT TO 16" 4 LINED W/ RIVER ROCK (SAF �4 36 BLDG. LN. "ay. GL.) XO 4 - MAIN FLOOR PLAN (W/ BONUS ROOM) J) TsE ENGINEERING 12810 N.E. 178 ST. • Suite 101 Woodinville, WA 98072 -8702 N25) 481 -6601 • FAX: 481 -6371 roe #: �bb2 SHEET; DATE: r g 1 a.S a All !IL �! = 16 "x8" SCREENE FOUNDATION VENTS u xl2° pF (TYP) x10" (TY 30 "x60 8" CONC. - I D 4x6" POST W/ POST BASE ON 240)08" CONC. PIERS W/ (2) "4'5 EA. WAY 4x6" POST POST L' ASE ON 300x5" CONC. PIERS W/ 2 "4'5 EA. WAY — r CRAWL SPACE (TYP.) x12" DF (TYP) FURN KNOCKOUT Cz 4R 4GE: " CONC. SLAB 0/ COMP. FILL PE FLOOR 3" TOWARD DOORS -(2) 42 "x42 "x10" CONC. FT Cs� W/ (4) "5'S EA. WAY B" STEM 16" FTC-. (51M.) (SIM.) 8" 2' -1 A� 24"O 10" CONC P A B5 W/ LC136 ROCK LEDGE (SEE ELEV.) 16' -3' RO. ti 1 a;,1211 =W, 11120151119 VA. 1 - CK LED PT 6x6" POST It FURED OUT TO 16 A __ G\ 4 LINED W/ RIVE ■ MIN 244x 10" CONC W/ (2) "4'5 EA. W (TYP.) 40' FOUNDATION PLA JOBf: (062 DATE: 12810 /LE 178" ST. • Suite 101 Woodinville, WA 98072 -8702 025) 481 -6601 • FAX: 481 -6371 SEE PAGE TSE -1 FOR STRUCTURAL NOTES AND SCHEDULES LEGEND = HOLDOWN PER SCHEDULE ABx = ANCHOR BOLT PER SCHEDULE = FLOOR 11E PER SCHEDULE SWx = SHEARWALL PER SCHEDULE Q--n = STRUCTURAL DETAIL PER SHEET TSE -1 & TSE -2 07 -31 -2009 ED SNYDER 174077 PL SW SEATTLE WA 98166 RE: Permit No. D07 -161 15848 47 AV S TUKW Dear Permit Holder: In reviewing our current records the above noted permit has not received a fmal 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 fmal 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 09/04/2009 , 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, J nif r Marshall, Pe Technician x c: Permit File No. D07 -161 City of Tukwila Department of Community Development Jim Haggerton, Mayor Jack Pace, Director 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 2015 4.31 - VS7n • Foy. 711R_A?1 lAAt- February 6, 2009 Ed Snyder 17407 7th Place SW Normandy Park, WA 98166 RE: Request for Extension #3 Development Permit No. D07 -161 Snyder Residence —15848 47 Av S Dear Mr. Snyder, This letter is in response to your written request for an extension to Permit No. D07 -161. The Acting Building Official has reviewed your letter and considered your request to extend the above referenced permit. The City of Tukwila Building Division will be extending the expiration date of your permit an additional 180 days, through August 4, 2009. Please note that per the Building Official, there will be no further extensions grated towards this permit. In order to keep this permit from expiring, an inspection must occur before or on August 4, 2009. If you should have any questions, please contact our office at (206) 431 -3670. Sincerely, Je ifer arshall e it Technician File: Permit No. D07 -161 City of Tukwila Department of Community Development Jack Pace, Director P :\Permit CenterkExtension Letters\Pennits\2007\D07 -161 Permit Extension #3.doc jem Jim Haggerton, Mayor 6300 Southcenter Boulevard, Suite #100 • Tukwila. Washineton 98188 • Phone: 206 - 431 -3670 • Fax: 206 4.31 - . Uhl January 30, 2009 TO: Jennifer Marshall, Permit Technician Re: Permit #D07 -161 15848 47th Avenue S. Tukwila, WA I would like to acknowledge that I received your notice. My reasons for not building are multiple. I was within a day of beginning work and had the excavator coming. However, I abandoned the project for the time being because with the real estate market collapsing like it is, I did not feel that I could make a profit and had a good chance of taking a loss. I would really like to build the home, and if things improve I will proceed with my plans. If you could see fit to allow me another extension, I would greatly appreciate it. Thank you for your patience and past cooperation. Sincerel Ed Snyde Owner and Builder 17407 7th PI SW Normandy Park, WA 98166 Phone: 206 -244 -2367 S s w/' // 3 fe_ /L z-3 RECEIVED CRY OFTUKWILA FEB 0 2 2009 pc rt CENTER 66 01 -1 1 (AV fyi olio/If/1 01 -02 -2009 ED SNYDER 17407 7 PL SW SEATTLE WA 98166 RE: Permit No. D07 -161 15848 47 AV S TUKW Dear Permit Holder: Thank you for your cooperation in this matter. Sincerely, fer Marshall, Per Technician xc: Permit File No. D07 -161 City of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director 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 writinx 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 02/05/2009 , your permit will become null and void and any further work on the project will require a new permit and associated fees. 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 -431 -3670 • Fax: 206 - 431 -3665 August 21, 2008 Ed Snyder 17407 7 P1 SW Normandy Park, WA 98166 RE: Request for Extension #2 Development Permit No. D07 -1 Snyder Residence —15848 47 Av S Dear Mr. Snyder, This letter is in response to your written request for an extension to Permit No. D07 -171. The Building Official has reviewed your letter and considered your request to extend the above referenced permit. The City of Tukwila Building Division will be extending the expiration date of your permit an additional 180 days, through February 5, 2009. If you should have any questions, please contact our office at (206) 431 -3670. Sincerely, File: Permit No. D07 -171 City of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director ifer Marshall it Technician P:'Pemrit Center\Extension Letters \Permits\2007\DO7 -171 Permit Extension #2.doc Page 1 of 1 jem 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 431 - 3665 ( )77 7Uku//c.09 D 6P ' /I'1tr%Op. �'s V J,v tTY Vea420/94 7 - <01149 ectet !80 7)4-92.g.. 6/R: 0009' / RECp.v 77V A4 5/x - /n 6,0-7--# 6x7e /6 > a�U /4-P /va _ P Z,x T , l 7` l5 O. Mies& -Z 2 .30 0 6 3, 4-` f 't -_ y7 ',9 s 7 7 - 76/ A550 . _ �%7, 04 'L C- 4019.7'. O ' 77 5O / 1 RM 17 ry 0,9-T GZT 7 0/0 — A c7&� 4/4er2,c/T d P x/77- /7 rA2A 6r 7 Dl (/ / 77/ tZ $ -7>' /x)ro 7T.b i3c)i4O 'J 4o7 s . / 7 6/// / f 7/4 7i4 /7T 19,v0 777)/ cy 2,(1 TO FC .Go' 7— 775 OlWa c7 3, off_ / /Ec/ ' 7 4 i %vo - 7-7 of D�z s/ "' 144 c477 114. " / 1 4 / 4 9 ',whey A 4 P i 0 R o v i 4 - � o . c . 5 / , 0 ? - ' p - z / - 7 e 4 e c w , o , 770415 / r / 8 - - 7 7 M -- Fitircxe- 4, /,c/4Ai2 / -,*/ 3 /q4.' 4 so iucZ. (..o:e":0 4 7 -C Povv - , /)Yd/ r L_ 414,426 ,Y iU6T C rv, 72r 7- Rev.A 7 C.9 - - v /vro2, -5 / tb -g 2/, 4 //�� � oev /`-l�/; , Cx �ilJ aiU ��f�1Ul� /�L 1 / T �i`�T Le �OVG,� ao c „. env OF TUKWILA RECEIVED 54.44 )he, . a2 o�.e- Cam 77axi, AUG 12 2f0B 1/r 0 7 7r/'.5 ti if 0,87 07 -15 -2008 ED SNYDER 17407 7 PL SW SEATTLE WA 98166 RE: Permit No. D07 -161 15848 47 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 writinf 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 08/09/2008 , your permit will become null and void and any further work on the project will require a new permit and associated fees. Thank you for your cooperation in this matter. Sincerely, xc: orate fifer Marshall, it Technician Permit File No. D07 -161 City of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 01 -08 -2008 ED SNYDER 17407 7 PL SW SEATTLE WA 98166 RE: Permit No. D07 -161 15848 47 AV S TUKW Dear Permit Holder: Thank you for your cooperation in this matter. Sincerely, ' fer Marshall, Permit Technician xc: Permit File No. D07 -161 City of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director 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 02/11/2008 , your permit will become null and void and any further work on the project will require a new permit and associated fees. 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 ACTIVITY NUMBER: D07 -161 DATE: 06 -22 -07 PROJECT NAME: SNYDER RESIDENCE SITE ADDRESS: . ll ��' _.. * 5 Original Plan Submittal X Response to Correction Letter # I Response to Incomplete Letter # Revision # After Permit Issued DEPARTMENTS: B it g Division Public Works Complete TUES/THURS RO ING: Please Route APPROVALS OR CORRECTIONS: Approved ❑ Approved with Conditions Notation: REVIEWER'S INITIALS: Documents/routing slip.doc 2 -28-02 COORD COPY PLAN REVIEW /ROUTING SLIP Fire FPkevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Incomplete Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials:_ Structural Review Required M Planning Division Permit Coordinator DUE DATE: 06-26 -07 Not Applicable ❑ No further Review Required REVIEWER'S INITIALS: DATE: DUE DATE: 07 -24-07 Not Approved (attach comments) ❑ DATE: 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: D07 -161 DATE: 05 -02 -07 PROJECT NAME: SNYDER RESIDENCE SITE ADDRESS: 46XX S 160 ST X Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # After Permit Issued DEPARTMENTS: Builkiing L)ivisiio Pob is Worlds _, C Structural DETERMINATIQN OF 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 ROU ING: Please Route Structural Review Required REVIEWER'S INITIALS: Documents/routing slip.doc 2 -28-02 APPROVALS OR CORRECTIONS: 6t1 decd s q-L Fire Prevention Incomplete n PM1, 44" ' ir7 PI nnin Division j ❑ Permit Coordinator C DUE DATE: 05-03-07 No further Review Required DATE: DATE: Not Applicable C. DUE DATE: 05-31 -07 Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) Notation: REVIEWER'S INITIALS: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: to-R-07 Bldg Fire ar Ping PW ❑ Staff Initials: City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us Date: / Z z/o 1 Plan Check/Permit Number: ,) 01 -76 ( Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. ❑ Response to Incomplete Letter # Response to Correction Letter # / ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: - 5 f / 7 2- 1265/ D eit/r� Project Address: 't )(X (6 n 57 Contact Person: Phone Number: 2 06 • Z VY - 2 %7 Summary of Revision: 1111/ 0/(16 O t !/, Ae2/ /ez ' ti07 F7 -' cd 7L, -73 4 ECEIVED eigneOF TUIMm q JUN 2 2 20071 P li„ rtill'; Sheet Number(s): "Cloud" or highlight all areas of revision including date of r Received at the City of Tukwila Permit Center by: lit 1, Entered in Permits Plus on l0 O7 \applications\forms-applications on Iine\revision submittal Created: 8 -13 -2004 Revised: Developer's Representative: Inspector. WIC} M -VJ bmYWndops's project offrofty fon Crested rain' -j City of Tukwila 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 206 -431 -3670 DEVELOPER'S PROJECT WARRANTY REQUEST FORM t Section 1' to be completed by Developer. /deVrJ Date: Name of Development. ,t41/2_ (2-C4/ I 1-/60/ y7 Ur . S • Permit No.: Address: �5� Y� � 9 � Release should be sent to: Name: &76 IZ/J k7 Y Address: /74 7 7t0 *. ' City/State/Zip -T7/ (-l4 9 d /i Description of items to be completed (reference plans /documents where items are described): ,j�-r - D� 4/,1Z y (2)1' s 171€.11/741'h/ S /,'' L •�i /G: , ,W ill CI`rYO Try AliG 1 5' 20071 As the owner, or authorized agent of the owner, I hereby submit cash or cash equivalent in th mount of 00) , c 0 (150% of value to complete work above) and attach support docume o kdi'ala 9 the City use w ill have this work carried out and call for a final inspection by this date: I hereby authorize th to he City to to go the onto the property rty their own contractor rrynout completion of the above deficiencies. carry I fuher.agree to work, complete tity go the p all work listed above prior to requesting inspection and rff of these funds. Signed: (1/1 � Title: QG/..v- • I .Sectfort Z . to °. - e competed by :City .staff °{ THIS_ FUND IS?AUTHORIZED TO:BE Signed: / ® Department Head: Amount $ ' I Section 4 to be completed by City staff I To be competed :byCity staff I have reviewed the above work and found it acceptable and therefore authorize cash/cash equivalent/bond. C4-1 Date: c ) ° Authorized By: 4,„ Date: l2/) l) Deposited this Date: Cash/Check ❑ Cash Assignment ❑ Bond City Receipt No.: 01 )I1 l D . Received By: 1 Section:3 - to be completed by Developer - : . All work identified in Section 1 of this form has now been completed and returned to department which authorized warranty. I hereby request inspection and release of my cash/cash equivalent/bond. he re as above Amount Released: $ ❑ Check - Check No. ❑ Cash Equivalent - Letter attached ❑ Bond - Letter attached Date Released: Released by: TO: FROM: DATE: SUBJECT: Thank you! City of Tukwila Laurie Anderson Laurie Werle 09/10/09 Snyder Residence Permit D07 -161 Performance Bond Bob Giberson, Interim Public Works Director MEMORANDUM (P:Laurie- Permit /Bond Release /Bond Release D07 -161 Finance) Jim Haggerton, Mayor Department of Public Works Bob Giberson, P.E., Interim Director Please draw a check in the amount of $1,000.00 (one thousand dollars) to be payable to Edward J. Snyder, 17407 7t Pl. SW, Seattle WA 98146. This check is reimbursement for a $1,000.00 check deposited by Edward Snyder as a Performance Bond. The permit has expired and the work will not be done. 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 -433 -0179 • Fax: 206 - 431 -3665 Indemnification and Hold Harmless and Permit Temporary in Nature Reference Number(s) of Related Document(s): D07 -161 Grantor: Edward J. Snyder, an Individual Grantee: CITY OF TUKWILA, a municipal corporation of King County, Washington Work Location: Adjacent to 47 Ave. South and also adjacent to 158xx - 47 Ave. South Abbreviated Work Description: Work within the City Right -of -Way, including driveway access, utilities, and undergrounding of power. NOW, THEREFORE, the parties agree as follows: The Permittee shall indemnify, defend and hold harmless the City, its officers, agents and employees, from and against any and all claims, losses or liability, including attomey'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 (q day of 40C.. , 2007. P operty Owner STATE OF WASHINGTON) )ss. County of King ) I certify that I know or have satisfactory evidence that rdlit,Y.tr0( is the person who appeared before me, and said individual acknowledged that he signed this instrument and acknowledged it to be his free and voluntary act for the uses and purposes mentioned in this instrument. Dated 08 y -U"7 urge LC./er (� Notary Public in and fok the State of Washington residing at 7t/' v lcL My appointment expires 05 -9 -I0 DATED this GRANTEE: By: Print Name: Its: 1% STATE OF WASHINGTON) )SS. COUNTY OF KING ) day of CITY of TUKWILA 1 601%Mba:ITt. James Morrow Public Works Director SILplk i - , 2007 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. .--\(?;(.. 6 (4.._c_ Name: hL,1 'e ,r f dei' k NOTARY PUBLIC, in and for the State of Washington, residing at My commission expires: 05 d Owner Information: Agent/Contact Person:: Owner Name: Edward J. Snyder Agent/Contact: Owner Address: 17407 7th P1 SW, Seattle, WA 98166 Agent Address: Owner Phone: 206- 244 -2367 Contact Phone: Part A: To be completed by applicant Address: 46XX So 160th This certificate is for the purposes of: 2 SFR CITY OF TUKWIL....) Community Development Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 BUILDING PERMIT ❑ COMMERCIAL INDUSTRIAL ❑ REZONE Estimated number of service connection and water meter size(s): Two - one existing and one new Area is served by (Water Utility District:) HIGHLINE WATER DISTRICT Owner /Agent Signature 1. The proposed project is within 2. No improvements required. 3. TUKWILA Date Permit Cet.,..Building Division: 206 - 431 - 3670 Public Works Department: 206 - 433 - 0179 Planning Division: 206 - 431 -3670 CERTIFICATE OF WATER AVAILABILITY Required only if outside of City of Tukwila Water District PERMIT NO.: (attach map and legal description showing hydrant location and size ofmain):. ❑ PRELIMINARY PLAT SHORT SUBDIVISION ❑ OTHER Vehicular distance from nearest hydrant to the closest point of structure is I00' + - to property - see attached map for hydrant location ART B: To Be completed by water utility district /King The improvements required to upgrade the water system to bring it into compliance with the utilities' comprehensive plan or to meet the minimum flow requirements of the project before connection and to meet the State cross connection control requirements: 4. Based upon the improvements listed above, water can be provided will be available at the site with a flow of 3941.16 gpm at 20 psi residual for a duration of 2 hours at a velocity of 10 fps as documented by the attached calculations. Customer recognizes that the water pressure /fire flow information provided pursuant to this request is general in nature and may not be accurate for any specific location at any specific time. Customer remains solely responsible for determining the specific water pressure /flow information available for Customer's intended use. The general information provided by the District is not intended for and should not be relied upon to design a water system or fire supression system for a specific location. Customer is responsible to field verify the specific water pressure and fire flow at Customers specific location for Customer's specific needs. 5. Water Availability: Acceptable service can be provided to this project ❑ Acceptable service cannot be provided to this project unless the improvements in item B - are met. ❑ System is not capable of providing service to this project I hereby certify that the above information is true and ect. HIGHLINE WATER DISTRICT / 206 - 824 -037 By THOMAS KEOWN DISTRICT ENGINEER Agency /Phone (City/County) RECEIVED CITY OF TUKWILA MAY 02 ? 1 PERMITCENTER 4/10/2007 Date •-1(e( Print Report for 4612 So. 160th St. @ hydrant #H2123 Static ID Pressure (Psi) 1 2000 95.23 Date: Tuesday, April 10, 2007, Time: 12:55:31, Page 1 Fire -Flow Demand (gpm) 1,000.00 Residual Pressure (psi) 88.71 Available Available Flow Flow @Hydrant Pressure (gpm) (psi) 3,941.16 20.16 H2128 V1538 , , V1537 15842 0 57396089 824 57396092 15834 57396091 16013 LOT 2 0 56357466 57396113 2 16010 N k M 84.27 15843 2 57 I I 6tro5 57396373 20 0 z 60 5631987 . N 16011 I I U 57396167 617141 ^ 15825 Q --� 15835 LJ 57396352 Qt_ 57396339 15859 56359456 5404795 CO in co � � o co 8 V15 • • 110.06 36 � 0 7 16005 1 to cCo 15849 > 8 "AC; V4892 1:100 8 "AC 4 , 55 r) H212 P2.5 > M 2 1601 ) 563577ftS- 1 16006 56357714 15909 541756.32 329.26 164.77 120 13 56357717 164.63 rn N to M co V4893 V1535 55 c0 Q) W 0 0 o ' 56357446 CRYSTAL CITY OF M154 S. 160TH ST. RD. 1343 Date: 4/11/2007 Section # SE22 -23 -04 Page # 73 Service Installation Size 5/8 Meter Hang Size # ERU's 1 See Notes iervice Address: 46xx So 160th Tukwila 98188 Plat Name Snyder Lot # 2 Owner Edward Snyder Phone# 206 -244 -2367 E -Mail Address Fax # Agent Edward Synder Phone# 206 -244 -2367 Mailing Address City Zip Service Installation / Meter Hang & Facility Fees Itemized Charges Amount Notes: Service Installation Moo See Attached Estimate LFC: Previously paid General Facility Charge $2,100.00 1 ERU's X $2,100.00 New services are charged time and materials for Local Facility Charge $0.00 o SF X $.40 per SF installation. A bid for service installation will be provided Meter Hang Fee $o.00 when service is requested. MXU $0.00 Other Moo Total Due: $2,100.00 Customer Notified By Polly PROPOSED USE: SFR NOTES: Fees subject to change without notice. Actual prices will be provided when water service is requested. Prepared By: Polly Daigle Date 4/11/2007 Reviewed By: Tom Keown Date 64-1z — a 7 Thomas Keown, P.E., Construction/Operations Department Manager Hi...ALINE WATER DISTRICT �.. Meter Application /Statement of Charges FUTURE APPLICANT NAME: Edward J. Snyder ATTACHMENT TO HIGHLINE WATER DISTRICT CERTIFICATE OF WATER AVAILABILITY The following terms and conditions apply to the attached Highline Water District Certificate of Water Availability. 1. This Certificate of Water Availability is valid only for the real property referenced herein for the sole purpose of submission to King County Department of Development and Environmental Services, the Cities of Des Moines, Federal Way, Auburn, Kent, SeaTac, Tukwila, Normandy Park, Burien, or local jurisdictions. This Certificate of Water Availability is between Highline Water District and the applicant only, and no third person or party shall have any rights hereunder whether by agency or as a third -party beneficiary or otherwise. 2. As of the date of issuance of this Certificate of Water Availability, Highline Water District has water availability to provide such utility service to the property that is the subject of this Certificate, and the utility system exists or may be extended to provide service to such property. However, the issuance of this Certificate creates no contractual relationship between Highline Water District and the applicant, and the issuance of this Certificate may not be relied upon and does not constitute the District's guarantee that water will be available at the time the applicant may apply to Highline Water District for such service. 3. Customer recognizes that the water pressure /fire flow information provided pursuant to this request is general in nature and may not be accurate for any specific location at any specific time. Customer remains solely responsible for determining the specific water pressure /flow information available for Customer's intended use. The general information provided by the District is not intended for and should not be relied upon to design a water system or fire suppression system for a specific location. Customer is responsible to field verify the specific water pressure at the meter at Customer's specific location for Customer's specific needs. y / D to Part A: '(To Be Completed by Applicant) Purpose of Certificate: . ❑ Building Permit ❑ Preliminary Plat or PUD ❑ Other ® Short Subdivision ❑ Rezone Proposed Use: Residential Single Family ❑ Residential Multi - Family ❑ Commercial ❑ Other Applicants Name: t E J S n C ,s Phone: c1 y - .z 7k- , / Property Address or Approximate Location: Tax Lot `a'E: XS S , iL, 0 I ` 4 S•t .2a 23O'j- 9b(J Legal Description(Attach Map and Legal Description if necessary): • • Part B: (To Be- Completed Jay Sewer e>nc .)_"._ "N_ -- Y 1. ❑ a. Sewer Service will be provided by side sewer connection only to an existing size sewer feet from the site and the sewer system has the capacity to serve the proposed use. OR W b. Sewer service will require an improvement to the sewer system of: ❑ (1) feet of sewer trunk or lateral to reach the site; and/or ❑ (2) the construction of a collection system on the site; and /or 4 1 (3) other (describe): ITz v� , ✓ -,,, `7 _se .fv ti c. - r t r i.; j t, 1 .-,, tr /14 fi C' vf 4 / ^i' - I've, r i. , ,-i7 f ' . S i ! -i-i 2. (Must be completed if 1.b above is checked) R E a. The sewer system improvement is in conformance with a County approved sewer comprehensive plan, . OR ❑ b. The sewer system improvement will require a sewer comprehensive plan amendment. 3. ccil a. The proposed project is within the corporate limits of the District, or has been granted Boundary Review Board approval for extension of service outside the District, OR ❑ b. Annexation or BRB approval will be necessary to provide service. 4. Service is subject to the following: PERMIT: $ a. District Connection Charges due prior to connection: - GFC: $ SFC: $ UNIT: $ TOTAL: $ (Subject to Change on January 1st) RECEIVED King County /METRO Capacity Charge: Currently, $4250.70 /residential equivaleGIWINNWAMLA directly by King County after connection to the sewer system. (Subject to change ply without notice.) I� U PER>l�ITCENTER b. Easements: ❑ Required 0 May be Required c. Other: C -y + u � l t J r c 44ci_fr•4.-a-1.4 is -,, ne 1 7 < < >PI- 1= e -hc ;`1 2V1 ti ( V u_ Residential: $50 CERr1FICATE OF S EWER A VAILABILIITY` /NON-AWULAMILITY 181 Certificate of Sewer Availability OR ❑ Certificate of Sewer Non - Availability I hereby certify that the abpve sewer agency information is true. This certification shall be valid for one year from the.date of siahatur• D el a ice C t� Title 14816 Ivillitary Road South P.O. IEN..69550 Tukwila, WA 98168 Phone: (206) 242 -3236 Fax: (206) 242 -1527 Commercial: $100 y e 3110, D The following terms and conditions apply to the attached Val Vue Sewer District ( "District ") Certificate of Sewer Availability/Non - Availability ( "Certificate "). 1,. This Certificate is valid only for the real property referenced herein ( "Property"), which is in the District' s service area, for the sole purpose of submission to the King County Department of Development and Environmental Services, King County Department of Public Health, City of Seattle, City of Tukwila, City of Burien and/or City of SeaTac. This Certificate is between the District and the applicant only, and no third person or party shall have any rights hereunder whether by agency, third -party beneficiary principles or otherwise. 2. This Certificate creates no contractual relationship between the District and the applicant and its successors and assigns, and does not.constitute and may not be relied upon as the District's guarantee that sewer service will be available at the time the applicant may apply to the District for such service. 3. As of the date of the District's signature on this Certificate, the District represents that sewer service is available to the Property through sewer systems that exist or that may be extended by the applicant. The District makes no other representations, express or implied, including without limitation that the applicant will be able to obtain the necessary permits, approvals and authorizations from King County, City of Seattle, City of Tukwila, City of Burien, City of SeaTac or any other governmental agency before the applicant can utilize the sewer service which is the subject of this Certificate. 4. If the District or the applicant must extend the District's sewer system to provide sewer service to the Property, the District or applicant may be required to obtain from the appropriate governmental agency the necessary - permits, approvals and authorizations. In addition, the governmental agency may establish requirements that must be satisfied as a condition of granting .any such permits,_ approvals or authorizations, which may make impractical or impossible the provision of sewer services to the Property. 5. Application for and possible provision of sewer service to the Property shall be subject to and conditioned upon availability of sewer service to the Property at the time of such application, and compliance with federal, state, local and District laws, ordinances, policies, and /or regulations in effect at the time of such application. I acknowledge that I have received the Certificate ofSewerAvailability /NonAvailability and this Attachment, and fully understand the terms and conditions herein. r e/16 Applicant's Sign ATTACHMENT TO VAL VUE SEWER DISTRICT CERTIFICATE OF SEWER AVAILABILITY/NON - AVAILABILITY - ate t 1 1 . 42. 2 i--- • - --'- 6----4-1 i_ 1 -------.L., - - , • -\--- I i - • : ,,., ____L_______ -:-., I :04 • .. . . .. .. . .. ./. .....:VA E S ty./E12. DisnetcT ... PIC.1..... .15 Ox C09 5 SO .. .:,,,,...,' 1 p i•h W A 12) ., .. s.,. -.,,.., DCLARATION OF4ASEMENT FOR SIDE SEWER C r4t1%cft_ Aaltanr4 ( 14,4•,- 'Mize 1 c' 4 EXCISE TAX (A otiloy ) sy Oo. itkigil0m,vt. AGREEMENT maile thiS4 day of 1 NI , 1ifig, between OWNERS'NAME ........,..4 Marsh Owners of the 'following . Oesolibeciletil proierty.01b.Oited in King County, Washington, to- wit: 15849 47.e. Aye S. itee.. attached V,shibit A.t•l• IA PI Or W YZ Of SW 1 1) AND .."‘,...." ...;*; / 4, ee . r ( 11 311/4 69 19 ec to.: t i.crr iht : 7.t24-9e6 4-9 lit : OWNERS NAME Bob Mah .:' l':' .: .e Owners of the following described teal property.: In King County, Washington, to wit 15859 47 Ave $'...:Y �e ettaohecV ..xtiibit' ,i •'::. .. . AND •• ;• ':. .:'. ,.:: • . OWNERS NAME Liar* Bennet .:: .:: ... ,,., ,.....:. ; • , Owners of the following describeilleal•Orop slcdated inKing Washington, to- wit 4810 S 180 St See attechectedpWA § .*"...:J i: i ) AND ••. • , ,....! : „ . • .• .... OWNERS NAME Nola Strand 2 Owners of the fallowing described real property situated in!' King COunty,WiShingtcin, to- wit 4608 S '169 ST See attached Exhipit .:A •••• .4 ••:... •-• ...• .:, 1.4 are desirous of establishing a side sewer easArnant lor the ,.bAntiftt-df eAck7of said awl cr ProPertlei. ..,..'":,•• ...! . :f ...• •••• A • ;. • . ... *4 1/3 ,WITNESSETH: That for and in conside of the, Cove. nents;herein . exprejsed,At Is !ferebY agreed between the above parties as follows: ...;.• ...,- .1 OD — A side sevierenall be constructed as follows: (brieflegal of location 01 eatemantY will be•attached .:. ; . • k..... .:••• .- .... ••• .... .. . '' 2" - Thirishall tie, atld each party does grant unto the Other, itfasertitint S feet vitdepLatiwei along the line qstonstructed for the use of said propertles thd of such additional area Iiiimediately !,iuliticent to the easeMent as shall be raciUlied for the construction and iepilr0 mii0e reouired of the sewer pipeline. • • erd - The cost of gonStruc4on SAIdYaiwer shall be bome by the owners of the said properties as f011owe ::N1u,tUaliv abreed :: ,. • ... 4' - The cost 01 maiteneri,,repalr of reconstruction of that portion of the SOWER' 9 used In common shall be bOrne In equal share si exOept that the owners of Any lower parcel shall not be responsibleforAte part of the ebove,their connection; and Min - • .. -- necessary to repair, dean or reconstruct the seiver'; the partieelo this agreement thilil • have a right of entry for that purpose. :...., '"•••••.,' ,:' ; . ...- • • .• • •• .• 56 - This agreement shall be it,etiOenehtiunqing with the land and shall be - • 2. . -• A binding upon all parties, their heirs and assigns fOreVer i .:: .;•""''''l :.: ' .. , i IN WITNESS WHEREOF we hereunto set and seals day arid year • ''.. first above written. ..:..; .... - ...• ; .: : 410,J,--- • .. , .: ., ...• ....s.: ... .... ..... . • • ..;•"". ::,, ........,.. ...:. .:..... .:...... ... :: ..... ,..„.:. ,,,•,;:, •• O. •• .• • 0 •: %. ' •,. •• ,• ,• • . .• 1 . .1. .... .... .: ... e i' .: f ' .., STATE OP WASHINtON Y ........: ":.... ).Ss I :1 / P..„. COUNTY OF KNG I . 1 ':::.. , .!" 1- 1: •:;:. ThlS Ielo,gey at On this )3 filay Of if , 19a, before me, the undersigned, a Notary Pubilp in and forifi0Steite ofWiIntOfl, duly commissioned and swom, personally came 1 77)1 .... .. .. „ • ., ..- .. •• . ,) .. 4 V44.13$ tO me known to be the parties whe exeCuted the 4.41tIln InetrumenV' and acknowledged to me that itztjmibtl signed apd . seated the *tie as free and voluntary act and deed for the uses and purtsgaiis ti.iere0 Menti '',' J• :: '.... :: '',,. . WITNESS my hexra 03.. is talrgethepaie year kiihi*ce!tificate first above written • Id . cf ...,0 0 ‘ •.:: ... .... ,,:. • r* ..! . ; . ...,.., ..:: .. A - ....4.4-‘ , ....... 1 se ffe8 ffi rd .kiat rli. ; . i.efliii ,e Slate' ' t . Commies* expires a -f cif ...... i ...: ',....: ..... ... i ; '' • i a 3, 1 rueuo 444 4;Yettlt lea /4 kEit, NOTARY -%* STATE OF WASHINTO .. ?;c ...":„ COUNTY OF KING 1 y' (..) .•:.; :::.-.... --,:„.. ...": ...: . . * :' ••::: Thts is to okay that On this .1.3..•day of ::.:. , 19ff, before me, the undersigned, a Notary PuOlio and for the Stateot\WaShifltofl, duly commIssiOned and swam personally came •:i Ili 4.40-441 Me known to be the parties rOccaiScecutectlhatkithin kistruMent and acknowledged tome that as..6, (ApAlatalgnad and sealed the as ifitraa,Ird free and voluntary act and deed for the uses and purposes therein inentioned. •...-....... ' ;:. WITNESS , - .e.: - . lal the ileY TO year In thls certificate first above written. '...:.....:: ..: ,Ihi• f : ... :: , ...,.... A AA r. 14 ..IL. 0 Er ' .Ty p.ubl• o / fOr , •• S,A , 0f ',L.. asthingtokreskting at 1 ■ Coinrissiqn e>01res / '. I 41 Op ay %is, sisso° • e• • •• •• STATE OF V.VASHINTON y: 88 COUNTY OP KINd / .„ . , This liloperilfy that 01 two ` A etlaY OrYYN undersigned, a Ncitary E In and forfeit of sworn, personally came erty..1;1 me known to be the parties who executed the within initrumentf arid acknowledged to me that fitteassLive signed and sealed.ibe Same as 1th t sI1 free and voluntary act and deed for the uses and purposes therelfl pientiptied. ..„,. I ilay and year iiitihi.sf cesificate first above written. • .... ••„. W4).1iNTON .111 19 F, before me, the on, duly commissioned and ( to COUNTY QP WNW )1 'nits is,10 ertIi thAt..dis this 1,_ day of lea, before me, the undersigned, a NOtaty Public in end lot the $ of WasHngton, duly commissioned and swom, personally came/ (Ati) 0 me known to be tapartles who matted the within Instrument. and acknowledged to me that Lther he. she). signed anci the sime:eiliheir Ms. her) free and voluntary at and deed for the uses and purposes therein mentioned... WITNESS my the day 160 yi3arin tfils..certIficate first above wtitten. • • .:* .:;:. omttlissOrvP reublt6 I for th . asslitigton j.. resng et •.... .• ..• .••• ••••.... •••;" ..... • •• •••■•■•■,,,,” Sr••••••• •Tr' •'. ":.. LOTS Exhibit A LOT D ... • S 65 FT,•OF 14 130 FT OF W % DriWY4 OF SW S'E A % OF.SEC 22-23-0 EXQEPT FOR S 3.48 FT. LY*IGNVEST OF 476 • IS ... ...... - .. . . LOT 2 OF TUK SP L92-0017 930202167' .. ..*. ....''''' .. T.L. # 222304-9100 . • ' . ... . . . .., ,..• ,. . : : . Ppiat . •* - 4 co 4 . , •• • •• • •••• • •••••••1' • v. License Information License SNYDEC *936NS Licensee Name SNYDER CONSTRUCTION Licensee Type CONSTRUCTION CONTRACTOR UBI 601953303 Ind. Ins. Account Id Business Type INDIVIDUAL Address 1 17407 7TH PL SW Address 2 City SEATTLE County KING State WA Zip 98166 Phone 2062442367 Status ACTIVE Specialty 1 GENERAL Specialty 2 UNUSED Effective Date 8/10/2007 Expiration Date 8/10/2009 Suspend Date Separation Date Parent Company Previous License SNYDEC*032NQ Next License Associated License Business Owner Information Name Role Effective Date Expiration Date SNYDER, EDWARD J OWNER 08/10/2007 Look Up a Contractor, Electrician or Plumber License Detail Page 1 of 2 Washington State Department of Labor and Industries General/Specialty Contractor A business registered as a construction contractor with L &I to perform construction work within the scope of its specialty. A General or Specialty construction Contractor must maintain a surety bond or assignment of account and carry general liability insurance. Bond Information No Matching Information Savings Information Savings Bank Name Bank Branch Location Assignment of Savings Number Effective Date Release Date Assignment Type Impaired Date Amount Received Date https: // fortress. wa. gov /lni/bbip /printer.aspx ?License= SNYDEC *936NS 08/14/2007 J - ou v 4 M'J E C:r 101s&E 5t1DER 2E5(IDEN.C t1- 4 D O - 7-!bl l lv AL MErzLOEP- 5/1E 0‘ mica = / ate" MIL Nolte a Kvqb 4:7 A-v :Q` p4va - o ifzoko 1) 540 OP ' Doi - ((0! CORR EViON w T #_._j RECEIVE JUk;2 2 1001 PEHMIT GEN fEF • ?84 54450ts 0443 7 SUR 80 120 r . 0 ,794 bj,i2 cecv, RP") r 95500 0 0444 R..20 31.42 - 0 9000/s 0441 60 _ . In NBB 45 4v el5b e zu . 005 134.52 1,1340#5 it 0020 134.56 j Ise f 11475.5 0025 i‘ 0 8, 1147608 ri 0030 - : 54.74 ; '1. 4 . 200fs;! 82.71? ca 7 - 1 1 201N8$41 05' 1 unorha,1 unt, i "145°4 1 2531.49 P) ti8F1 4 w • 41' 58 'W 0 • 0 ". 10725#s ID g0 c!, 9385 Ne8 39 15 TUBLA A582-00513 L9N3 1 3 796 fs . - c: r ? 0 9080 2 75 N W...2.5.1 15. cp" 25 13940os 8087 • 82 N0945 20W 0 nj 0 w 0 ID 0 30 0 • In •rt 1 t- 1292008 9050 95.7 2 r 'LliV 67750s 13452 0041 8775fs 134.56 • bc.31475fs 0050 134.60 0055 15 1E11 Lot of Line " 3 c) r4 NJA r' act. -Lai- A s I AAL.--; /2474,? 9049 10 TH -T 64.5 RECEIVED . CITY OF MIMI/ILA FEB 1 •i 911111 PERMIT CENTER 4or 1 0 pri/04.0 /Ivry g4& etm 75.00 0" 1 3 P; 97354e a 905 A-40 50/ 0 / 133.9p '11 107.99 fr • sr \ 7g N88' 24 •it 0 0 14 95 , gar, 40 ' 431 00 (21.41;1°D. M gte 107815 v 169.73 .1.; 37 -• • s 48 ........... No L93-0022 ,F, ■ • 01 e 0 1 p A 9 l 1 F.1 • 203704s 1 i 9044 o N88 41'14 gg ) i 159.78 r " -- - 956.05' M Page -5 -C -5 on 0 32 . 0 alp 329.25 44 V3. 89 '45 .66 14 2! 134.56 N88 "42'56 "w 154.74 N86 "39'15"8 r5, TLJBLA ,1 -00BB Lgt B 879605, , ED 0098 2.76 .0313391 57 _ .!° on 95.27 t r, 877505 134.56 134.50 ;UR 'S4 5445015 0443 1 SUR 80 2 l3 95501 (I1 0444 A +20 31.42 2 120 . 2631.49 P) 11180.:42 m i • '1336515 0315 134.52 30 0 ' n• V 2 f r. ip 877505 134:52 S 160T 5 - 0041 864015 9095 64.5 10 m LOf 2 1 840015 o OW I RECEIVED CITY OF RNA/ILA FEB 1 7nf7 PERMIT CE TER w 1° 1 1 N N88 R- 206.48 "w - 71k, 4 O 1 t]1y /NM . 4 " am-04 �s_v0 ' as• N 09.66 gu s6'""�w r m N 6 l* Tl1,�I m ` Art p 1 . ;� 2 �:O 1 1l C 97350s'" 9134 +5 41 v 63 9 1 107.99 •Vk 7 aI 124 o l. 1495' . Nv e g y� ' q.ao 5,a 1; 0.43. 2 t.PCEL 063.251 v° O 2Sim imt 10781151 IN 169.73 i1 No L93 -0022 40, r• i o 1 • !ICELA ° NI 2037015 0044 888 - 42' 41'4;1) 169.78 j` 956.05' W 0 Page s a s 1 - ' 52' 0 0 Li. 57 20 z 0 z co In 60 110.06 16005 11 31 r 16011 12 57396167 (.11 7 617141 15825 —I 15835 57396352 f 15843 III 57396373 15859 56359456 N CD c% 15849 in ca 57396339 .• n 5739609 .r. 57396092 15834 an 4 57396091 15842 57396089 o X12128 8 "AC V4892 fir 122. LOT V co 16013 a LOT 2 iO N 56357466 1:100 LO i a LOT:: to O I L O T B 1 55803635 .. 57396113 r 3 tO X W CD LOTA I5w PARSON'S SHORT PLAT 8 "AC '122.5 55 H2127 1 16006 56357714 J ^ 2 1601 563577.E -. 15909 54175632 tu~ 329.26 164.77 56357717 164.63 N) w 0 V4893 V1535 120 4 55 13 1121 1 0o F c) rn cc ' 56 in n — co co w rn In 2 5 • c1 :‘,0 f FIGURE C.2.D TYPICAL DRYWELL INFILTRATION SYSTEM A 0 48 Inch Diameter Hole Filled with 1 -3" Washed Drain Rock House House Roof Downspout ■ flow Roof Downspout Roof Downspout / __/Splash Block flow Small Site Drainage Requirements DRY WELL PLAN VIEW NTS Catch Basin (Yard Drain) Catch Basin (Yard Drain) C2.3 TRENCHES AND DRYWELLS Mark Center of Hole with 1" Capped PVC or Other means Flush with Surface Topsoil Millinin ta. o atga�at't- ISM " ag f]C.) ,gD D. ffL' 2D Fine Mesh Screen ao --4 , 9.n a 9 p,. 48 Inch Diameter ., Sides of Hole _721 Hole Filled with , Filte eFabric ' - 11/? a n Roc Washed , at - C 15' � .g'` 1 min. ''�aU��`_ a��s 'Ea���po a��P 2? '64A�� y Min. 1' above Seasonal High Groundwater Table DRY WELL SECTION NTS C -15 Min. 4" dia. PVC Pipe 1' min. 4' min. 9/1/98 SECTION C.2 FLOW CONTROL BMPs C.2.3.3 DRYWELL REQUIREMENTS Figure C.2.D on page C -15 illustrates the requirements for drywell infiltration systems as outlined below: • Drywell bottoms must be a minimum of 1 foot above seasonal high groundwater level or impermeable soil layers. • 1f using drywells, each drywell may serve up to 1000 square feet of impervious surface for either medium sands or coarse sands • Typically drywells are 48 inches in diameter (minimum) and have a depth of 5 feet (4 feet of gravel and 1 foot of suitable cover material). See the detail in Figure C.2.D (p. C -15). • Filter fabric (geotextile) shall be placed on top of the drain rock and on trench or drywell sides prior to backfilling_ • Spacing between drywells shall be a minimum of 4 feet. • A minimum 5 -foot setback shall be maintained between any part of a drywell and any structure or property line. Drywells may not be placed in sensitive area buffers. A 50 -foot setback is required between a drywell and an SAO steep slope or landslide hazard area (this may be reduced with a geotechnical engineering report and approval of DDES). • Downspout infiltration trenches are not allowed on slopes greater than 25% (4 :1). Drywells may not be placed on or above a landslide hazard area or slopes greater than 15% without evaluation by a geotechnical engineer or qualified geologist and DDES approval. • For sites with septic systems, drywells must be located downgradient of the primary and reserve drainfield areas. This requirement can be waived by DDES permit review staff if site topography clearly prohibits subsurface flows from intersecting the drainfield. See Reference B for a summary of SKCDPH onsite sewage system requirements. 9/1/98 Small Site Drainage Requirements C-12 ti FIGURE C.2.B TYPICAL DOWNSPOUT INFILTRATION SYSTEM '4 d i op LA infiltration trench PLAN VIEW NTS filter fabric Small Site Drainage Requirements 4" rigid or 6" flexible perforated pipe — level— washed rock — 0 ■LID Q d po g p ° A Vo c% fine mesh screen \— CB sump w /solid lid PROFILE VIEW NTS SECTION A NTS C -13 C.2.3 INFILTRATION TRENCHES AND DRYWELLS 4" rigid or 6" flexible perforated pipe overflow splash block iJ roof drain sump w /solid lid roof drain oil /water separator compacted backfill 4" rigid or 6" flexible perforated pipe washed rock 1 1/2 " -3/4" 9/1/98 C.2.3— INFILTRATION TRENCHES AND DRYWELLS C.2.3.1 SOIL REQUIREMENTS • A soils report must be prepared by an onsite sewage designer or by other suitably trained people working under the supervision of a professional engineer registered in the State of Washington to determine if soils suitable for infiltration are present on the site. See Section C.5.4, "Soils Report" (p. C -37), for details of soils report requirements. • To be used in infiltration systems on lots smaller than 22,000 square feet, soils must be either coarse sands or cobbles or medium sands. • Trenches and drywells are not allowed in fill materials except in engineered sand and gravel fill. See Section 5.4.1 of the Surface Water Design Manual for specifications for engineering and placement of fill materials. C.2.3.2 TRENCH REQUIREMENTS Figure C.2.B (p.0 -13) and Figure C.2.0 (p. C -14) illustrate the requirements for infiltration trench systems as outlined below: • The trench bottom must be a minimum of 1 foot above seasonal high groundwater level or impermeable soil layers. • There must be 20 feet of trench per 1,000 square feet of impervious surface for coarse sands or cobbles, and 30 feet of trench per 1,000 square feet of impervious surface for medium sands. • Trench lengths shall not exceed 100 feet from the inlet sump. • Filter fabric (geotextile) shall be placed on top of the drain rock and on trench sides prior to backfi ling • Spacing between trench centerlines shall be a minimum of 6 feet. • To prevent damage to overlying pavement, trenches Located beneath pavement shall be constructed such that the trench pipe is connected to a small yard drain or catch basin with a grate cover so that if the trench infiltration capacity is exceeded, the overflow would occur out of the catch basin at an elevation at least one foot below that of any overlying pavement, and in a location which provides a safe path for the overflow. • RI fi+amnpollution g a s ting surfs s'� (driveways and parking areas) shall pass through a yard drain or catch basin fitted with a down -turned elbow prior to entering the infiltration trench (see Figure C.2.B, p. C-13). The elbow is to trap spilled material in the catch basin sump so that the spilled material can be cleaned up more easily by the homeowner. • A minimum 5 -foot setback shall be maintained between any part of an infiltration trench and any structure or property line. Trenches may not be placed in sensitive area buffers. A 50 -foot setback is required between an infiltration trench and an SAO steep slope or landslide hazard area (this may be reduced with a geotechnical engineering report and approval of DDES). • Downspout infiltration trenches are not allowed on slopes greater than 25% (4:1). Infiltration trenches may not be placed on or above a landslide hazard area or slopes greater than 15% without evaluation by a geotechnical engineer or qualified geologist and DDES approval. • For sites with septic systems, infiltration trenches must be located downgradient of the primary and reserve drainfield areas. DDES permit review staff can waive this requirement if site topography clearly prohibits subsurface flows from intersecting the drainfield. See Reference B for a summary of SKCDPH onsite sewage system requirements. Small Site Drainage Requirements 9/1/98 C -11 .o I kr N. l (r) C tz,-O 0 \ ■ 4 1 J & \c 41 -12 vim' i'�'f R•o 1.o , b �► 66 ittirbAcutv, 514,0, ve4-74-1L V , , f t u . 6 Y View 5 I �l • / 6 C _ C-Al i ruC 5 ITE , P �E - °tie Nat "B..u 1.�DaL Avy... i 1 f 1 r I. 11.= r _ Da te : FILE Permit No. \ City of Tukwila \ BUILDING DMSICN Iran review approval is subject to errors and omisstont• Approval of cont:ction documents dos not authorizj the violation of cry acce ,zed code or ordlnanC • Recellg of approved F cc,.1 4 7.d cc;;ditiof is ccknovvledged: Zmatime c.1.720 ralsifa t.- NCa : Revisions will requ:i - a new G :<:-a and may Include a -Iona! Ian review fps, REVIEWED FOR CODE COMPLIANCE APPROVED JUL 1 1 2007 .yOfTukwila �Sl ILDING DIVI I„OIL S2PAG ATE PERMIT C WIRED FOR Mechankal ?Electrical ?Plumbing ?Ca is Piping City of Tukwila BUILDING DIVISION By: SEP 0 2009 These plans have been reviewed by the Public Works Department for conformance with current City standards. Acceptance is subject to errors and omissions which, do not authorize violations of adopted standards or ordinances. The responsibility for the adequacy of the design rests totally with the designer. Additions, deletions or revisions to these drawings after this date will void this acceptance and will require a resubmittaI of revised drawings for subsequent approval. Final acceptance is subject to field inspection by the Public Works utilities inspector, Date: CITY MAY 02 ?007 PERIM-CENTER Q 7 6RANE.DE516N, Ir c Reserve :s Alt Lego.! ,Rights To Material On ::This Sheet =.5ub jest. ft 7USE 'NUM OR A2PS SS TQ p POSTED :AN `PLAINLY ; VISEI F F RO V STREET" I =RONT INCA ST RUGTURf GONTRAGTOR TO h K ANP . S G EG - N VERI OIL AND SLOPE CONDITIONS PRIOR TO GONSTRU GRANS'DE51G N 11Al L f NO1TIED ::: 'OF ANY c fANSE DUE TO CONDITIONS ON SITEII 7A1T 10 2 ' x I 0 1I #2 11 5236 IN t ,I.2 [383:5 IN 1128 - - . 1 e 7-5 VENTS. RE 'v PR6V1 ( 11 ) IG " xs " VENTS 16 "X8" SCREENED FOUNPATION VENTS = 96 sq IN N/A IN C1 41.2. N/A . IN /t2$ =N /A vENTS REV PROVIDE: ( N/A) 16" x8" VENTS * 15RIPOINS NOT TO EXCEED 8 1 -0" O G * avGhOR BOLT WASHERS SHALL tf,E 21x2 "x3/16 * ANGhOR. BOLTS SHALL EXTEND 3/" MIN. Af)V. 215L- OR SINSLE MUDSILLS FOR WASHERS & NUTS. * AI 1 INTERIOR POSTS -@ GPAWL SPACE SIIAI I HAVE POSITIVE TOP &' .BOTTOM GONNEGTION. * ALL FOOTINGS PERIMETER OF FOUNDATION SMALL fE f AGKFILLED. •(U.N.O.) * CRAWL SPADE •• TO HAVE 1.f "" xW MIN. GRAM_ SPADE AGGES S. : . * CRAWL SPACE& GQNGRETE -SLAB CASEMENT TO HAVE 6 MIL. r)LAGK VISC UEEN VAPOR BARRIER. rUILDER /GONTRAGTOR TO VERIFY FURN_ 8& DOOR KNOCKOUTS PRIOR TO CONSTRUCTION. ANY - FOUNDATION OPEN INCAS TO I3E MIN. 8" AWAY FROM ANY HOEDOWN. MIN. CLEARANCE FROM SOIL TO JOIST TO F)E O 12" FRS SEAM. ffLOOR PLA fRAL LWIN&. AREA N1AIN FLOOR: 1,2-01 • • ' FT. 1.0-7 R Ft.OG'Z: :_ 47?) FT. L VER rt OR: \ A ALL 1-1F,A,ER5 TO . .: ( x t PF, Z (? x6 STP WALLS) . (UN:O.) OR 4 x k2 PF #Z (2-x4 ST P . WALLS) (U_N.0) • ALL CIO & &ARA6E WARM WALLS TO Z x6 STLt7S.(U_N.0) C4.7KTRek6.1 R SHALL '6 AND VERIFY ALL DIMENSIONS G PRIOR TO ONSTRLIGTION: * SEE' EETS S--1 ,F HR : , 4 FOR CONSTRUCTION AND NAILING S# CONS. * &Ui TERS & GOVN SPOUTS TO PROVIDED AS REQ. I3Y 60E_ ALL 1 MUST EXTEND 3/4" MIN. AEON'S PCUPL... OR SINO_E MLP SILLS FG.R WASHERS ANP NUTS. * ' XTERIOR DO TQ HAVE. MAX- 7. 3/4' STEP WITH MIN. 36" DEEP LANDING' " • 4: PROVIDE FIRE STEPS @ ALL CONGEALED DRAFT OPENINGS * ALL SHOWER ENCLOSURE PR. TO OPEN GUT, IF NOT SLIDINS, TO e' SALTY CLASS. ` * PROVIDE 6.x POST OR 6" 60\16. GURT3 TO PROTFGT HOT WATER _ N ATER & FURNACE FROM VEHICLES. LAP SPLIG�E 1 $L.. TOP PLATE.. * .5M0 6.E PE To t3E INST, I FP IN ALL SLEEPING ROOMS & AT A - POINT .6E.NTRALLY L0GATER IN A . HALL OR AREA PROv 1PINS AGGESS TO A SI FFPINS ROOM ALONG WITH DETECTORS CENTRALLY LOCATED ON ALL FLOORS, HOT WIRED & INTER6ONNE W/ BATTERY • 13A 2JP- * : I=►` F(TRIGAL OUTLET & LIGHTING LAYOUT PER OWNER • FASTENERS INSTALLED IN PRESERVATIVE- TREATED WOOD SHALL 'E 17109 DIPPED GALVANIZED 105 -155 GPM PAN wCni IA- . tom Tom swlr tt rurr wlt ANP tLUV POOR FOR AIR - PA6A6E TYPICAL i5ATIIROGM FAN (4) 10s---158 CFM 4 "EPROGMS *&ONTi2AETQR NOit A l '1 D i me n TRUSS OTE6 * : s 1ALL CARRY MANLY. STAMP & ::PE INSTAL.EP & RAGED TO MANLF. SPECS * TRUSSES WILL NOF 13E FIELP ALTERED WITHOUT PRIOR I3UILDINS DEPT. APPROVAL OF ENGINEERING GALES. • 51-iALL 1 -CAVE` PESISN DETAILS. &. DRAWINGS ON SITE FOR nap INSPE&TION: 13E.AMS & tfEAPERS TO (X 8" OS FETTER U.N.O. * PROV.II7E SCREENED LOCKINS OVER SUPPORTS. * SHADED AREAS = FRAME - OVER FT. *I 44/00 X1.2 = `216 44.5 SGT. IN, SCE. IN. FT .* 14A -/300 IN. x I -Z = N/A NSA 5Q. IN: SCE. IN AS NOTED WI N1•DOW •' SCHEDULE . (Sc' LAZI \ C (N 1.LP vcops & rrc i poops) TYPE QTY. WINPOW(S) ; AREA "5:3 sq. ET. SARAS E () 5 sq. FT. QTY. VVINDOW(5).. 2474 sq. 1 =T. 3N3 ÷ 2.67 GLAZING REFER; TO . FRA NITS: FLANS. AND- 51 - 61 FOR TYPICAL CONSTRUCTION ANP DETAILS: TYPICAL. INSULATION: (UNLESS OTHERWISE NOTED) GEILINC�: {R -38 2.X12'+ VAL,LT: R- O ,WARM WALLS: R-21 FLOORS: R - ThRU A wtirwe'.rrar ale / / / j'�r�rsg PS-7-24i ®ILIMI.r pig* pit na� aY ® ®4 41.1E m. ®IE n.�.wal 11.18 1 miumlir;„. eta okli'�t.doRin Mr:wummisntwoi tilisnrr..r®1 ;rw Mr1Ypr"r mu Plat sad'Nillirroa sI1111% PliElism LIM 06119iaie mill II RIS noir. mem rr.roii di1I11 EIMIUM IhIIIbI. 4111 ...�.. 111110 ..�..�..Y.... �" 111111M >rI�r■n■�r�r■ ; al®owa! mn>r��t�■ T HE DRAWINGS ;SET : T..t°1 T Thls SET. F .UUILDINS PLANS A 5 IN GF S ERVICE, AREAND - SMALL: REMAIN Tt IE PROPERTY QF C .1. ESICSN, ` INC_ T PLANS MATERIAL `AND ThEIR UsE `. IS .LIMETD,:`Te. Tf 'GOr\I -= ONE STRUCTURE ,.W ITI✓f IN 'ONE - .YEAR ' : 4[= : , PL2Gt taSEY TIME ASE _ L.� ; E A' S{�E IFl IL:DING SITE- PGRGt1 R �I Y G G �U ANY IJSE REUSE. :.'Off PINS IS .STRIGLTY PROI'1I ITED: W111100 WRITTEN PERMISSION OF GRANS DESIGN, ING VIOLATORS WILL . f-3E : PROSEGUTM IN FEDERAL COURT ::FOR GOPYRISt-IT INFRINGEMENT VVITN FINES_ UP' °. TO. $I( 0,000.00 - VIOLATGRS WILL PAY: ALL :' ATTORNEY . &- COURT COSTS., W RITTEN DIMENSIONS ON THESE" DRAWINGS .SHALL HAVE PREGEDENGE OVER SCALED - DIM N 60NTRAGT &' VESIFY ALL 'DIMENSIONS AND GONPITIONS• PERTAINING TO THE PRO T; PRIOR TO PROGEEPINS TO I: THE CONSTRUCTION - PHASE. CRANE DESIGN, INC...MUST .: E NOTIFIED OF ANY VARIATION M`' FRO TIME.' PIMENGt0NS AND /OR CONDITIONS St-IOWN 4N TtfiESE DRAWINGS. ANY. SUCI1 VARIATION ShAL L f2E RESOLVED Y CRANE. DESIGN, iNG. PRIOR. TO PROGEF,l.INS. WITH THE YVORIC OR THE GONTRAGTOR .. ShAL,L: ACCEPT FLLL RESPONSII5 ILTY FOR COST TO RECTIFY SAME. ; IN TI EVENT ANY. LIAi5ILITY Is IMPOSED ON CRANE; DSIGN, ING_, OUR L.IAI3ILITY . TQ YOU OR ANY T?-IRP PARTY SF EXCEE! 'THE PRIDE PAID FOR 'GRANS DESIGN'S : PRCJI7UGT. RE R TO SHEET S--3A FOR ALL NUMBERED REFERNGEs. REFER TO WINPOW SGIEDU_E ON Tufts SKEET FOR ALL NL1vI ERE2. REFERENCES REFER TO SET .5-4 (IF PROVfPEP) ~r OR PANEL NAIL_INS RErERNOE PER PER%GRIPTIVE PATH 1F NO ENS INERING 15 PROVIDED. - TSH L.PGH \ NOTE: ALL GALLOUTS, INFO, DETAILS . AND RECOMENPATIONS PROVIDED f:'Y TRISTATE ENGINEERING SHALL SUPERGEDE THOSE PROVIDE F)Y CRANE DEIGN ING- 11OLPOWN PER SCij PULE C PER SGhEDU E 6W_ = ShEARWALL PER SCHEDULE A _ = ANGI-IOR BOLT PER SC hE_PL E - 0 --= STRUCTURAL DETAILS PER TSE 5rEET(S) 1 , - ''; I O � 7: i r F'rw. FE::.C�4 CeLIrT� ..;nI,.S ' `- COPYRIGHT IRO T ECT 4 SEAL O REVIEWED FOR CODE COMPLIANCE APP 'r rVED SHEET DATE.. d REVD. o'/05 DRAWN: 1111P7411111111���1111116 •per I�� n . VW Nil taw are,, mow ipar„, gin Nall all1015.mit et lee owl 11111.80 sml Semi MI moo =d eliiim�i Erse ow = pI�,,l ass our r a r . Eis � ;r'rr'.drr (� �w, 'rl �•FA inverts t ons 5h I-1 ;Pe GE eck k: fhe;drowings; and pans :set: • for'kh: on this::sheet ,as €nsir, ynents of -:; Service are,'and.sha[i rerdaln the • property. - of Crone !esign. Enc> Use of :'the draw€ngs is Ilmlted:: to n speclflecl pro,JJect for:. persons nafied ' hereon, aild far the. canstructlon:of one 1iu$ding .;Any use::ar reuse of salddrawing5 I$ strictly_prohiblted dlthout the written perriis5Ion;; of ` ' frs 4gn, ;Inc, WrIiten dknensions : o i; this :drawir shall prec dImens €aa75, Cont rac tor - phal4.verlry:al4 diroenslons and /ar cond4#ione''ppertpinIng to= the'wrork pr €Rr`to proceedlnQ: to the Cons tructlgn`.phase C•gne;Deslgn, ]inc nurt toe nbtlf#ed of. any :yartatlans From *he = dlrlansions andlor condlt €ons shown on these. dreirlfngs, •and such;'�arlattons shah.. lbe resalvad by Crane Deslen. Inc,. :prior to:•procevdIngp with work, ar: contractor.. shall . accept full. •respans far: Cost to - rec'l;If saris . . CRANE pesieN, Inc. Reserves Ali Legal Rights To Mater tcti .0r-t ThIS Sheet 7 .. SubJeot To C.r mt nol - 4(0.14 411100•000111101164041 anorialanalemaszausumszetsiansists taiStatinfilif45 4 A\.71 LY RO WOVOIDIETS ALL WALLS, :P05TS, & PEWS TO i1AV =y2 OW15. GLS TO I1AVE (2.) L41 % TYPE "' c# C Wp (TAPE. '& FINISI *CONTRACTOR NOTE; All Plmens i ons 5ha I t:... Checked. And Ver t i ed Prior Toconstruct i on: 800044[ Ami Amm TisE ENGINEERING 12810 N.E. 178 ST. A Suite 101 Woodinville, WA 98072 -8702 (425) 481 -6601 A FAX: 481 -6371 MARK HOLDOWN (SIMPSON) •� \..+ ! +$t J + ti *ir •fig q .i. :1° d0 REMARKS i PIRES OS /24/0$ JUN 1 9 2007 H1 project title: PLAN #070301 TSE #4662 8 -10d EACH END sheet title: STRUCTURAL NOTES AND DETAILS STHD1ORJ revisions: 28 - 10d SW3 15/32" PLYW'D ONE SIDE 8d c' 3" o.c. 113 designer: KR drawn: KR checked: TLP date: 08/31/04 scale: AS NOTED file: 4662-1 sheet #: - 1 (2)2x HF STUD 10 —SDS 1/4 "x3" SCREWS S h NOT USED H5 HOLDOWN SCHEDULE MARK HOLDOWN (SIMPSON) WALL STUD ANCHOR BOLT REMARKS TYPE NAILS /BOLTS H1 HPAHD22 (2)2x HF STUD 16 -16d 8 -10d EACH END SW2 15/32" PLYW'D ONE SIDE H2 STHD1ORJ (2)2x HF STUD 28 - 10d SW3 15/32" PLYW'D ONE SIDE 8d c' 3" o.c. 113 STHD14RJ (2)2x HF STUD 38 -10d 15/32" PLYW'D ONE SIDE 8d 0 2" o.c. 16d c. 3" o.c. H4 PHD2 (2)2x HF STUD 10 —SDS 1/4 "x3" SCREWS SSTB16 NOT USED H5 PHD5 (2)2x HF STUD 14 —SDS 1/4 "x3" SCREWS SSTB20 NOT USED H6 PHD6 (2)2x HF STUD 1/4"x3" SCREWS SSTB28 NOT USED H7 PHD8 (2)2x DFL #2 1/4"x3" SCREWS SSTB28 NOT USED H8 HD8A 4x DFL #2 (3) 7/8" 0 SSTB28 NOT USED SHEARWALL SCHEDULE MARK SHEATHING SHEATHING EDGE NAILING SHEARFLOW NAIUNG REMARKS SPECIE SW1 15/32" PLYW'D ONE SIDE 8d @ 6" o.c. 16d @ 8 o.c. HF 8 -10d EACH END SW2 15/32" PLYW'D ONE SIDE 8d c' 4" o.c. 16d ® 5 1/2" o.c. HF 6 -10d EACH END SW3 15/32" PLYW'D ONE SIDE 8d c' 3" o.c. 16d ® 4" o.c. SEE NOTE 5. SW4 15/32" PLYW'D ONE SIDE 8d 0 2" o.c. 16d c. 3" o.c. SEE NOTE 5 NOT USED SW5 15/32' PLYW'D EACH SIDE 8d ®4" o 16d ® 5 1 /2 o.c. 2 ROWS SEE NOTE 5 NOT USED SW6 15/32" PLYW'D EACH SIDE 8d 0 3" o 16d @ 4" o.c. 2 ROWS SEE NOTE 5. NOT USED SW7 15/32" PLYW'D EACH SIDE 8d ®2" o 16d c. 3" o.c. 2 ROWS SEE NOTE 5. FLOOR TIE SCHEDULE MARK STRAP TIE (SIMPSON) WALL STUD REMARKS THICKNESS SPECIE NAILS /BOLTS T1 LSTA36 1--1 /2" HF 8 -10d EACH END AB4 T2 MTS18 1 -1/2" HF 6 -10d EACH END NOT USED ANCHOR BOLT SCHEDULE MARK SILL PLATE ANCHOR REMARKS AB1 5/8" dia. A.B. 0 32" o.c. NOT USED AB2 5/8" dia. A.B. © 16" o.c. AB3 5/8" dia. A.B. 0 12" o.c. NOT USED AB4 5/8" dia. A.B. ® 8 o.c. NOT USED AB5 5/8" dia. A.B. 0 12" o.c. 3x SILL PLATE REQUIRED STRUCTURAL NOTES GENERAL: ALL METHODS, MATERIALS AND WORKMANSHIP ARE TO CONFORM TO THE INTERNATIONAL BUILDING CODE AND STANDARDS, 2003 EDITION (IBC '03), AS AMENDED AND ADOPTED BY THE GOVERNING JURISDICTION. THE CONTRACTOR IS RESPONSIBLE FOR THE FOLLOWING: a.) PROVIDING TEMPORARY SHORING AND BRACING UNTIL ALL STRUCTURAL ELEMENTS HAVE BEEN INSTALLED AND CONNECTIONS COMPLETED. b.) FIELD VERIFICATION AND COORDINATION OF ALL DIMENSIONS AND ELEVATIONS BEFORE PROCEEDING WITH THE WORK. c.) BRINGING TO THE ATTENTION OF THE BUILDING DESIGNER ANY CONFLICTS IN DIMENSIONS, MATERIALS OR NOTES SHOWN ON THE PLANS. d.) INSTALLATION OF PROPRIETARY PRODUCTS IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS AND RECOMMENDATIONS. MATERIALS, MEMBER SIZES, NOTES, ETC. SHOWN ON THESE STRUCTURAL PLANS ARE SPECIFIC FOR THE PROJECT AND TAKE PRECEDENCE OVER ANY CONFLICT WITH THE STRUCTURAL NOTES THAT FOLLOW. DESIGN CRITERIA: FLOOR LIVE LOAD SNOW LOAD WIND: SEISMIC: FOUNDATIONS: 40 psf (with other live loads in accordance with IBC '03, table 1607.1) 25 psf V3s= 85 mph / Exp B SOIL SITE CLASS —D, Ss= 140 —%g, SDC =D FOOTINGS ARE TO BE PLACED ON UNDISTURBED NATIVE SOIL WITH AN ASSUMED DESIGN BEARING CAPACITY OF 1500 psf. EXCAVATIONS ARE TO BE TO THE DEPTHS SHOWN ON THE PLANS AND ARE TO BE FREE OF STANDING WATER. OVER EXCAVATIONS ARE TO BE BACKFILLED WITH LEAN CONCRETE (f'c =2000 psi) OR COMPACTED FILL IN ACCORDANCE WITH RECOMMENDATIONS OF A GEOTECHNICAL ENGINEER. STRUCTURAL CONCRETE: ALL CONCRETE IS TO BE MIXED, PROPORTIONED, CONVEYED, AND PLACED IN ACCORDANCE WITH IBC '03, IBC '03 STANDARDS AND ACI -301. MINIMUM 28 DAY COMPRESSIVE STRENGTH IS TO BE 3000 psi FOR WEATHERING. (2500psi USED FOR DESIGN, SPECIAL INSPECTION NOT REQUIRED) WITH AIR ENTRAINMENT IN ACCORDANCE WITH TABLE 1904.2.1. REINFORCING STEEL IS TO BE GRADE 40 DEFORMED BARS PER ASTM A615 WITH DETAILING, FABRICATION AND PLACEMENT PER IBC '03 AND ACI -318. INTERSECTING CONCRETE WALLS & FOOTINGS ARE TO HAVE #4 CORNER BARS WITH A MINIMUM OF 18" OF EMBEDMENT AND SPACED THE SAME AS THE HORIZONTAL REINFORCEMENT. PLYWOOD DIAPHRAGMS: ROOF SHEATHING IS TO BE 1/2" SPAN RATED 24/16 MINIMUM DIRECTLY NAILED TO SUPPORTING TRUSSES OR RAFTERS WITH 8d COMMON 6 "o.c. AT ALL EDGES AND 8d COMMON c, 12" o.c. AT ALL INTERMEDIATE SUPPORTS. FLOOR SHEATHING (SUB — FLOORING) IS TO BE 5/8" MINIMUM SPAN RATED 16 "o.c. T &G DIRECTLY GLUED AND NAILED TO SUPPORTING JOISTS OR BEAMS WITH 10d COMMON 6" o.c. AT ALL EDGES AND AND 10d COMMOM ® 12 "o.c. AT ALL INTERMEDIATE SUPPORTS. ALL SHEATHING IS TO BE LAID UP WITH THE FACE GRAIN PERPENDICULAR TO THE SUPPORTS. WOOD ROOF TRUSSES: METAL PLATE CONNECTED WOOD TRUSSES ARE TO BE DESIGNED BY A WASHINGTON STATE PROFESSIONAL ENGINEER IN ACCORDANCE WITH ANSI API 1 "NATIONAL DESIGN STANDARDS FOR METAL —PLATE CONNECTED WOOD TRUSS CONSTRUCTION" AND IBC '03. METAL PLATES ARE TO BE ICBO APPROVED, VERIFIED BY A CURRENT REPORT NUMBER. TRUSSES, INCLUDING DRAG TRUSSES AND SHEAR FRAMES, ARE TO BE PLANT FABRICATED BY A MANUFACTURER IN COMPLIANCE WITH IBC '03 SECTION 2303.4. THE TRUSS MANUFACTURER IS RESPONSIBLE FOR VERIFICATION OF ALL TRUSS LENGTHS PRIOR TO FABRICATION. THE TRUSS ERECTION CONTRACTOR IS RESPONSIBLE FOR ALL TEMPORARY BRACING DURING INSTALLATION AND FOR ALL PERMANENT BRACING IDENTIFIED ON THE TRUSS PLANS. METAL CONNECTORS FOR WOOD: THE MODEL NUMBERS OF METAL CONNECTORS WHERE SPECIFIED ON THE PLANS ARE THOSE AS MANUFACTURED BY SIMPSON STRONG --TIE COMPANY, INC. BOLTS ARE TO BE A307 WITH WASHERS AT ALL WOOD SURFACES BENEATH HEAD OR NUT. BOLT HOLES ARE TO BE 1/16" GREATER IN DIAMETER THAN BOLT DIAMETER. NAILS ARE TO BE COMMON WIRE NAILS AND OF QUANTITY, SIZE, LENGTH AND TYPE AS SPECIFIED BY SIMPSON. WOOD ROOF TRUSSES ARE TO BE CONNECTED TO THE PLATE LINE WITH ONE (1) SIMPSON H1 HURRICANE TIE AT EACH TRUSS BEARING. NAILS ARE COMMON WIRE. FASTENERS INSTALLED IN PRESERVATIVE TREATED WOOD TO BE HOT DIPPED GALVANIZED, PER IBC 2304.9.5 WOOD FRAMING: 2x LUMBER TO BE HF #2 OR BETTER EXCEPT WALL STUDS MAY BE HF STUD GRADE & SILL PLATES HF #3 WHERE NOT SPECIFIED ON THE PLANS: a.) COLUMNS IN WALLS ARE TO BE (2) 2x STUDS OF THE SAME WIDTH AS THE WALL AND SPIKED TOGETHER WITH 10d @ 12" o.c. (UNLESS NOTED OTHERWISE) b.) FLOOR FRAMING PARALLEL TO INTERIOR PARTITIONS IS TO HAVE ONE FLOOR JOIST DIRECTLY BENEATH EACH PARTITION LESS THAN ONE HALF SPAN LENGTH AND TWO JOISTS WHERE PARTITION EXCEEDS ONE HALF THE SPAN LENGTH OF THE JOIST. c. FLOOR JOISTS ARE TO BE BLOCKED AT ALL BEARINGS. d. WALL TOP PLATES ARE TO HAVE STAGGERED SPLICES A MINIMUM OF 4' —O" APART AND SPIKED TOGETHER IN THE SPLICED ZONE WITH A MINIMUM OF 8-16d SINKERS. e.) WOOD IN CONTACT WITH THE WEATHER, SOIL, CONCRETE OR MASONRY IS TO BE PRESERVATIVE TREATED. f.) ISOLATED COLUMNS ARE TO HAVE "CC" TYPE COLUMN CAPS. COLUMNS IN WALLS ARE TO HAVE "AC ", "LPC ", OR "PC" TYPE POST CAPS. STRUCTURAL GLUED LAMINATED TIMBER: MANUFACTURED BEAMS ARE TO BE OF DOUGLAS FIR AND STRESS GRADE COMBINATION 24F —V4, BEAM CAMBER WHERE REQUIRED IS SHOWN ON THE PLANS. STRUCTURAL PREFABRICATED WOOD PRODUCTS: WOOD I —BEAMS AND OTHER PREFABRICATED WOOD PRODUCTS SHOWN ON THE PLANS ARE THOSE PRODUCTS AS MANUFACTURED BY TRUSS JOIST MacMIWAN. NOTE$: 1. SCHEDULE IS BASED ON 2003 INTERNATIONAL BUILDING CODE FOR WOOD FRAMED WALLS WITH 2x4 (MINIMUM) HEM —FIR STUDS c 24" o.c.. 2. SHEATHING IS TO BE SPAN RATED 24/0 MINIMUM AND MAY BE PLYWOOD OR OSB. 3. SHEATHING THICKNESS MAY BE REDUCED TO 3/8" OR 7/16" PROVIDED STUDS ARE @ 16" o.c. MAXIMUM. 4. SHEATHING IS TO BE DIRECTLY APPLIED TO STUDS AND ALL EDGES BLOCKED. 5. STUDS ARE TO BE SINGLE 3" NOMINAL OR THICKER AT ADJOINING PANEL EDGES AND SHEATHING NAIUNG STAGGERED FOR SW3, SW4, SW5, SW6, & SW7. 6. ALL NAILS ARE TO BE COMMON WIRE. 7. SHEATHING NAILING AT INTERMEDIATE SUPPORTS IS TO BE 8d 12" o.c. 8. SHEATHING NAILS ARE TO BE DRIVEN SO THAT THEIR HEADS ARE FLUSH WITH THE SURFACE OF THE SHEATHING. NOTE: THE "H2" MAY BE A STHD10 AND THE "H3" MAY BE AN STHD14 AT NON RIM JOIST APPLICATIONS NOTE: 1.) ANCHOR BOLTS ARE 5/8" dia. 48" o.c. UNLESS NOTED OTHERWISE ON PLAN. 2.) WASHER TO BE 2" x 2 x 3/16" THICK PLATE WASHERS • SHEARWALL PER PLAN RIM JOIST SHEARWALL EDGE NAIUNG ARAMMWOAMMMMFAMMMII FRAMING DETAIL 1"=1 -0" FLOOR SHEATHING FLOOR JOIST (JOISTS MAY BE PERPENDICULAR TO WALL) 2x6 P.T. SILL PLATE w/ ANCHOR BOLT PER PLAN FOUNDATION w/ REINFORCEMDIT PER LOCAL JURISDICTION SHEARWALL PER PLAN SHEARWALL EDGE NAILING RIM JOIST PLYWOOD FILLER SHEARWALL EDGE NAILING SHEARFLOW NAILING PER SHEARWALL SCHEDULE FLOOR SHEATHING 2x6 P.T. SILL PLATE w/ ANCHOR BOLT PER PLAN FOUNDATION w/ REINFORCEMENT PER LOCAL JURISDICTION FRAMING DETAIL (OPTION) 1 " =1 -0" 2x BLOCK SHEARWALL EDGE NAILING SHEARWALL PER PLAN FLOOR JOIST (JOISTS MAY BE PERPENDICULAR TO WALL) ROOF SHEATHING MFG. ROOF TRUSS OR ROOF RAFTER TYPICAL ROOF TO WALL CONNECTION UPPER FLOOR SHEARWALL PER PLAN MAIN FLOOR SHEARWALL EDGE NAILING MAIN FLOOR SHEARWALL EDGE NAILING MAIN FLOOR SHEARWALL PER PLAN SHEARWALL EDGE NAILING FOR CONN. OF SHEATHING TO HOLDOWN STUD (TYP.) 2x6 STUD w/ 10d 3" o.c. FULL LENGTH (STAGGERED) FLOOR V TOP OF CONC. WALL V TOP OF FOOTING V SIMPSON H1 AT EVERY TRUSS OR RAFTER UPPER FLOOR SHEARFLOW NAIUNG PER SHEARWALL SCHEDULE FLOOR SHEATHING FLOOR JOIST (JOIST MAY BE PERPENDICULAR TO EXT. WALL) NOTE USE THIS DETAIL WHEN SHEARWALL PANEL EDGES FRAME ONTO COMMON MEMBER BETWEEN UPPER AND MAIN FLOORS. SHEARWALL DETAIL UPPER FLOOR SHEARWALL PER PLAN UPPER FLOOR SHEARWALL EDGE NAILING RIM TO TOP PLATE SW1, USE LTP4 ® 24" o.c. SW2, USE LTP4 0 16" o.c. SW3, USE LTP4 0 12" c.c. SW4, USE LTP4 0 10' o.c. MAIN FLOOR SHEARWALL EDGE NAILING MAIN FLOOR SHEARWALL PER PLAN SYM. AB'T SHEARWALL PER PLAN (SHTG NOT SHOWN FOR CLARITY) (2) 2x6 OR 4x6 HOLDOWN STUD TYPICAL DETAIL AT GABLE END STRAP TYPE HOEDOWN PER PLAN a J U HOLDOWN DETAIL RIM JOIST P.T. SILL PLATE w/ ANCHOR BOLTS PER FOUNDATION PLAN #4 MIN. REINF. (PER HOEDOWN MANUFACTURER'S REQUIREMENTS) FOUNDATION WALL #4 BENT AND EMBEDDED IN FOOTING CONCRETE FOOTING GABLE END TRUSS OR RAFTER 10d 0 6" o.c. 2x6 NAILER DOUBLE TOP PLATES 2x NAILER UPPER FLOOR SHEARFLOW NAILING PER SHEARWALL SCHEDULE RIM JOIST FLOOR SHEATHING WALL TOP PLATES NOTE: USE THIS DETAIL WHEN SHEARWALL PANEL EDGES DO NOT FRAME ONTO COMMON MEMBER BETWEEN UPPER AND MAIN FLOOR. SHEARWALL DETAIL (OPTION) FULL DEPTH BLOCK 2x6 BLOCK BETWEEN JOISTS. DBL. TOP PLATE 10d 0 4' c.c. ,xxxxx I I I HEADER iii / x x x , TYPICAL WINDOW OPENING WALL OPENING REINFORCEMENT AT SHEARWALL 1/2' =1' -0" SHEARFLOW NAILING PER SHEARWALL SCHEDULE 3/4" APA RATED SUBFLOOR O SHEARWALL PER PLAN PER PLAN OFFSET SHEARWALL DETAIL SHEARWALL PER PLAN (SHEATHING NOT SHOWN) 1 " =1' -0" BLOCK TO TOP PLATE SW1, USE LTP4 0 24 o.c. SW2, USE LTP4 0 16" o.c. SW3, USE LTP4 0 12" o.c. SW4, USE LTP4 0 10" o.c. MAIN FLOOR SHEARWALL EDGE NAILING KING STUDS 4x BLOCK (TYPICAL) SEP 04 Z009 LEDGER DETAIL WALL STUD (TYP.) WALL SHTG (NOT SHOWN) TO BE CONTINOUS UNDER LEDGER 3-16d 0 EACH STUD ROOF SHTG w/ EDGE NAIUNG TO LEDGER 2x6 (MIN.) LEDGER OR TRUSS TOP CHORD SHEARWALL PER PLAN UPPER FLOOR SHEARWALL EDGE NAILING RIM JOIST NAIL SHEATHING TO BLOCKS AS FOR SHEARWALL EDGE NAILING TIE STRAP: SIMPSON LSTA21 w/ 10d NAILS (TYPICAL) r� n A.a. -1 TsE ENGINEERING 12810 N.E. 178 ST. A Suite 101 Woodinville, WA 98072-8702 425 481 -6601 A FAX:481 -6371 1r r. a .' , r 1 ill i v (�J 19969 ,,, I EXPIRES OS/20/08 JUN it 9 2007 project title: PLAN #070301 TSE #4662 sheet title: STRUCTURAL NOTES AND DETAILS revisions: designer: KR drawn: KR checked: TLP date: 08/31 /04 scale: AS NOTED file: 4662 -2 sheet T S #: I- ..I .. u NOT TO SCALE UPPER FLOOR SHEARWALL PER PLAN UPPER FLOOR SHEARWALL EDGE NAILING LOWER FLOOR SHEARWALL EDGE NAILING LOWER FLOOR SHEARWALL PER PLAN SHEARWALL DETAIL 10d04 o.c. Wry OMMMIA MWAMrrr,rrrrrNrrrr��ir WMPAIM O U PPER FLOOR ANGLE A23 0 16" o.c. WALL TOP PLATES 1 " =1' -0" SHEARWALL PER PLAN (SHEATHING NOT SHOWN) 16d 0 4" o.c. BLOCK BETWEEN JOIST FLOOR SHEATHING ANGLE SIMPSON A23 0 8" o.c. SHEARWALL EDGE NAILING WALL TOP PLATES F FULL DEPTH BLOCKING FLOOR SHEATHING FLOOR JOIST PER PLAN SHEARWALL EDGE NAIUNG MAIN FLOOR SHEARWALL PER PLAN SHEARWALL DETAIL J \ / TYPICAL WINDOW OPENING CONTINUOUS HEADER N / TYPICAL WINDOW OPENING I I WALL OPENING REINFORCEMENT AT SHEARWALL FLOOR JOIST FLOOR BEAM PER PLAN. WALL TOP PLATES ONE (MIN.) CONTINUOUS WALL STUD (TYP. EACH SIDE OF OPENING) STRAP TIE CONTINUOUS CS16 w/ 14 -10d COMMON NAILS AT EACH BLOCK ATTACH STRAP TO HEADER AND FRAMING UNDER WINDOW WITH 10d NAILS AT 4" o.c. 4x4 FLAT BLOCK (TYP.) NAIL SHEATHING TO BLOCKS AS FOR EDGE NAIUNG OF SHEARWALL NOTE: 3 WINDOWS AT SIM SHEARFLOW NAIUNG PER SHEARWALL SCHEDULE BLOCK BETWEEN — JOISTS JOIST PER PLAN W/ HANGER %" PLYWOOD w/ 8d 0 4 "o.c. AT PANEL EDGES, AND BLOCKS AND 8d AT 12 "o.c. FIELD (2) 2x BOTTOM PLATES SILL PLATE SHEARWALL PER PLAN OFFSET SHEARWALL DETAIL II TI DBL STUD MP) II II • + 0 WALL TOP PLATES SHEARWALL EDGE NAIUNG BLOCK BETWEEN JOISTS 21" MIN. 3" TYP. ■ + + + + + + + 7 + + + + + + + 4 • + + + + + + + 2X6 BLOCK BETWEEN JOIST ATTACHED (3) 110d TOP NAILS II II II LATERAL RESTRAINT PANEL PER PLAN 4 CONTINUOUS HEADER (PER PLAN) STRAP TIE SIMPSON ST2215 W/ 20 -10d NAILS (INSTALL ON SIDE OPPOSITE SHEATHING) FASTEN SHEATHING TO HEADER WITH 8d COMMON NAILS IN 3" GRID PATTERN AS SHOWN 7/16" SPAN RATED SHEATHING 24/0 MIN. w/2 ROWS OF 8d 0 3"o.c. AT PANEL EDGES (1 ROW OF NAILS INTO EACH STUD AND SILL PLATE). IF PANEL IS NOT CONTINUOUS, BLOCK PANEL EDGE w/A SINGLE 4x6 AND ATTACH EACH PANEL EDGE TO BLOCK w/2 ROWS OF 8d 0 3 "o.c. HOLDOWN PER PLAN 8d 3" O.C. 1 ROW INTO EACH PLATE 1/2" dia. x 12" LONG ANCHOR BOLT (2) AS SHOWN w/ 2x2x3/16" THICK PLATE WASHERS SYM. I AB'T -n- CONCRETE FOUNDATION WALL w/ CONTINUOUS FOO11 JG PROVIDE 1 - #4 18" DOWEL 6" FROM FOOTING INTO WALL AT EACH HOLDOWN LATERAL RESTRAINT PANEL 3/4"=1 NOTE USE ONE PANEL AT EACH CORNER AT SIM AND SPUCE HEADER AT INTERIOR PANEL GIRDER DRAG TRUS�S. ATTACH ROOF SHTG TO TRUSS w/ 8d06 "o.c. SIMPSON LSTA36 ATTACHED TO WALL TOP PLATES WITH 10d NAILS AND TO BOTTOM OF TRUSS BOTTOM CHORD WITH 10dx1 -1/2" NAILS SIMPSON MTS20 OR TS22 STRAP DRAG TRUSS DETAIL GABLE END TRUSS SHEARWALL EDGE NAILING SHEARWALL PER PLAN ROOF SHEATHING EDGE NAIUNG JOIST HANGE BLOCK BETWEEN TRUSSES AT 24" o.c. W/ 8d AT 6" o.c. AT PANEL EDGES SHEARFLOW NAIUNG PER SHEARWALL SCHEDULE RIM JOIST SHEARWALL EDGE NAIUNG ANCHOR BOLT PER PLAN GRADE ANGLE 'A23' 0 12" o.c. LONG LEG OF ANGLE ON TRUSS DRAG TRUSS TO SHEARWALL CONN. FRAMING DETAIL ROOF SHEATHING EDGE NAILING DRAG TRUSS PER PLAN SHEARWALL PER PLAN STRAP PER PLAN SHEARWALL EDGE NAIUNG BEAM PER PLAN SHEARWALL / FLOORTIE DETAIL SHEARWALL PER PLAN I I A I I I L :: :::7ALL EDGE NAIUNG I w�r I I ai lam! SHEAR FLOW NAILING PER SHEARWALL SCHEDULE GIST OR BLOCK BETWEEN JOIST (FLOOR JOIST ALL TO BEAR ON ILLw TO w/ SOLID BLOCKING BETWEEN JOIST). ATTACH JOIST OR BLOCK AS INDICATED BELOW FRAMING ANCHOR: FOR SW5, USE A35F 0 FOR SW6, USE A35F 0 FOR SW7, USE A35F 0 3x6 SILL PLATE FOUNDATION w/ REINF. PER LOCAL JURISDICTION 16" o.c. 12" o.c. 9" o.c. FLOOR JOIST PER PLAN ATTACH THIS END OF JOIST TO BEAM w/ LUS210 OR EQUAL HANGER OFFSET SHEARWALL DETAIL 1 " =1' -0" WALL STUD. DBL STUD MAY BE REVD. SEE PLAN. TIE STRAP PER PLAN RIM JOIST 1 " =1' -0" SHEARWALL PER PLAN SHEARWALL (SH'T'G NOT SHOWN FOR CLARITY) AMMiMMMrr rMMrrW SHEARWALL USE SHEARWALL EDGE NAILING FOR CONNECTION "- OF SHT'G TO EACH STUD 0 w a W TIE STRAP PER PLAN (WRAP END OF STRAP AROUND END OF BLOCK) DBL BLOCK BETWEEN JOISTS AT SHEARWALL ATTACH BLOCK TO JOIST w/ LUS210 -2 HANGER. FLOOR SHEATHING UPPER FLOOR SUB - FLOORING V NOTE IF HEADER INTERVENES, WRAP AND NAIL STRAP TO HEADER AND TIE HEADER AT EACH END TO WALL STUDS BELOW w/ (1) MST27 USE SHEARWALL EDGE NAIUNG FOR CONNECTION OF SHT'G TO EACH STUD TYPICAL FLOOR TIE DETAIL JOIST SHEARWALL EDGE NAIUNG MAIN FLOOR SHEARWALL PER PLAN ATTACH THIS END OF JOIST TO SUPPORT w/ SIMPSON TS18 SEP 0 4 2009 10d 0 4 o.c. SHEARWALL DETAIL ANGLE A23 0 16" o.c. WALL TOP PLATES PERMIT CE1'1 DATE: #4 RIOT EXftND :TO 3" GUAR OF Tf�tE 3 S GT 1 4 G ,..T171 TO6'T INCA; f-iiw :. f &EXTEND A: \ALN!MU" r o _ j " (f TO TrtE 5T H VfAL.42 sEISMl� f (C�N . IB : Mf k H Tw INC .1N ..GONGCAL(7 . 9 f t'OM` 7r Trl RUN • TISE,ThE LL EVONAMMMUMMINWIRWAWAMM O St1OUL P 00004 0-5424 EAPER =. ;= E'ER FLA ( INDa '. YVAR V�IALLS ' 2 xG 5TUD5 -@ I (f'OG ER `Zf GATT jNSG'f�. {: Y` / .'/ POR I�ARRFER W/ 7/1%. APA RATED ShEAT (SEE f LAN FGR INS TALL f3UJILDINCa f'APEf _T 6 NEf N SIPINC� ':& WALL `Sh�ATh {NCB,. T`�'PIGAL`. EXTirRR10R! W AILS IREASS?" MASS PSI A PP P.. MINIM DRAWN;• PLAN NUMBER: AWL PACE VENTILATION MINIMUM i NET AREA: FOR E Gt • ISO S f =T 01= f`LOO1R ARC SS. 'O E Pf AGED: AS GLOSc TO CORN RS AS Pfi�AGT1CAL -:(MIN S" QYVN' 7 Std f'ROV(DE, GRr'S G vEirn a r- 'W AT ._r: r =.eT -ruin fprairE . s nr �� A ., ANY: hGLD D . ALL Y FROM (N ` ROOMS NOT ::' PROVIDED - :WITH AN OPERAAL.E I.5 SQ FIr :: OR:. c EATER, A MEG11ANIGAL STEM, GAPA OF P 5 AI fR:: GtfANC�ES PER I�IOUR, Sf�IALL :13E PROViPED •VENI�ILATION SY - VENT : PRYER, PATI1 .TANS; ANP RANSES /OVENS OJ►T SARA E AND DOUSE _ OG6UPANGY SEPARATION : MIN: F h R. TAPED . ANP FINISHE.P. SAP SAPE ANP pASEMENT: ' SUPPORTS TC? #R TILE :FOR : ShOWER SrA LL .E � A#� OVE. f =1Ni51 f`LOOR WITI'f VWATER : RE515TANT f3AGKINC 9. ALL : WATER CLOSET'S TO HAVE 30" MIN GL A sir? T4 SIDE .. � " .. ?� , :. . MIN. 61- EAR�N G FRONT. E �RE55.. IN. EVERY PINS ROOM SHALL GAVE A : MINIMUM NET CLEAR OPENINS 4: E 7 Sq. FT. Tf�fE MIN .,NET. GLEAI? OPENING IEIShT DIMENSION 5f tALL PE 2-4" MfN NET CLEAR OFENINS .: WIPTIh -. '1-DIMENSION Zd' 13OTTO1\ j Of= OFENINC 5fl�J • NO T . PE MORE THAN. 44 ":. APOVE FLOOR. I I. FI GODS G{ MPLIANGE PER 2 REf�LAGE : G3 IRG - AItD: LOCAL :PUILDIN DEPT, MEAT TI1 EXTENSIGNS HEARTh ShALL EXTEND AT I FAST I,6" QOM . TIE.• FRONT . OF; '. ANt' AT LEAST 8 YONP, 5 SIPE Of~ PIE FIRE . PLACE OI�ENINS !IVl ff�t Tf E ffIFE E FLA ; OPENINS IS (S I'T. . Q OR LARGER, ThE ARTk EXTENSION.. SHALL :EXTEND AT LEEAST_ W IN 'FRONT OF AND AT LEAST 1 " BEYOND, EAGh- SIPE 'OF ThE FIREPLACE OP _ ENI: G ONG. aR MASONRY MUST NOT - NG SUPFORTED :ON ' ,WOOD :MINS. APPLICATION AND INSTAL CATION Of= INSLL.ATION ;AN1D ' VAPOR ARRIERS St1ALL COMPLY WITH CODE ThE 2GA 5 t ATE. GF NIASINC�TOI\ EN12C�Y CSI: AZINS IN GO\4FLIANGE ,WITt`I 2003 IRG & LOCAL . f_.D DEPT. GLAZING IN L0GATI I -SU T Ta 1-1WI N IMPACT; .: GI I ' AS GLASS ON DO S C �LA.ZI : S 111 2 " .. . . a SU OR N ThIN. ON EIThER SIPS OF A POOR OPENINS,: sLAZINS GLOScR; TIAN I8 T O A. I t.00R, 'ShOWER ` DOORS, AND TU3 EN ES S1AL.L . E1T�;ER ;TEMP P EtASS,. LAMINATE ` SAFETY C�I....ASS ShATTER. RESISTANT PLASTIC.; O ` WIRE REINf=ORED GLASS jOR S SYLISf- T ThIS ICE AS NO . : RESPONSIf ILITY.` AS TO :ThE PhYSI AL GhARAGTIERISTI "GS OF ThE =;SOIL NOR - OGE .. Tltl OffiGw VER{FY ThE ACCURACY . OF: Tf�E ENC?INEERINE� DATA ..� PPLiEf7 OTHERS_ �, . S- , . whE�E . oIL PEAR _Ta � � POOR SAIL . aLITY . A :ENC�: REPORT ShOULD . s PLIED S m AST S . . GL : , � NE: DE I N h VEIL , TO IENT Y . EFFORT EN URE mE . AG . A RA AKEN E CURACY G� : ThE TT t .WINES .I_f V R IT IS.P S . L • OF .. T O G Tt�E` RES..ONi ..I�I -ITY �E GONTRAGT`OR hEG�< ': AND . AO ED _ DRA. .... OVVE . E. .::.. VERB =`f` ALA: DIMENSIG�IS ACID GONDITIGNS = :PRI - OR TO.. GONSTRUGTION: ii Tr1 ATTAGhED::. PLAN ARE ThE PROPER.. E DESIS IN P T _ TY GRAN ,,... �I; G �41�IY RE..i .ION GF - T111rSE 3 .. . . :, . SUP _ CAS :;MUST PAY' : A FOR FED . PLANS- V�lILL VIGLATE COPYRIC�f�1T LAWS TftErhGLDER OF -ThESE DRAWIN T OF TIDE 'MATERIAL ThERIEIN. - OR PE T F TO LEGAL. AGTION 13Y CRANE DESIGN INC. -�tE USE � . \ND f . : S .. 3 , sl._A� GoNGP•ETE ' BALL . �?E EQUAL To -.: OOO FS!). MAX UM E 1 RATID 5 -1 2 `�SAGKS f- GEMf =NT °PE. GU . YARD OF A' . _ , . � . � � O _ . fZ � IG . Y GONG TE ND FER:.94 L3 SACK OF 'CEMENT : '40Q F51 ASSUMED G' PRESSIVE 28 PAYS. °CONCRETE 'TGf-(` TICKET °OR DIVEIa?Y .RECEIPT t ' 004 PSI GON RETE ILDINS- :INSPECTOR VERIFICATION AT' UNDER-- f^LOGR. FRAMING IN' x=EGTION. . AI 1 OT ♦ �, R ENTRA NED T _. , AL . AIf � CONTENT.. i�RGENT ' V . � OF T _ �Y � GONGRE E 55. THAN 5 :PERCENT OR - MODE ThAN ,: r ERGENT, RE(NFORINO STPF1 A ALL REINFOR6!NC? ASTM. Al I5 -WITH PETAIL1 S. I.. 5 PLIGE , : 1 6/hERE LUGATED OR 3O PAR 17IAVETIER RE INi' ORGiNs � ShALL PE ► IGrtTLY TIED AND; , SUpPORT-17 . DUfR D. WELPE2 WIRE MESH ; Sh ALL ° ; - ASTM- A I 'SS. A.. PER ?OQ3, IR hEADERS /SEAMS SEE PLAN r G' S� cE PLANS EG'R PLYVVDOD 5 5 RUGT J AL... TFr T - .ALL ST}RUG FI St1ALL A STI_= TURAL. 5TM A3�, EYY; ` 13E ASTM Q53, - C?RA1 I� `OR ASOL; A3: S T FPI ALSG STRUCTURAL : FRAr1INC? A FRAMING TO.` E` IN GOMPLIANGE WITh 20� PROVIDE NAILING IN Ac G PANGS WITtI 2 NOTE STRUCTURAL ENS. S7E S :TAKE S NERAL Sf EEGS 'ROVID S ID. L..OGKINS. AT ' IOIST: SUf P PROVIDE: I . DSIN� OR �L:aGKING AT � Ml U A PPRO ,FIST ItANS RS -'� ST {N ALLATION. AND PRIDSINSrf S' ALL: : E :.PER M�4NLJf�AG INSTR TI0 NS -.. ALL T ES S M T : L�:. • _ .. fRU55 DE . ED _ .1.15 A T KEN & :TO APE 'ATEL-: . : T: S. Y �FRAG RUS STF 3,, 2" SIDES Z WALE S: ALL t .E P ORMEP,- CRAPS -0 :BARS ffAPRIGAT. ION :AND PLA&EMEN T PER IPG D APP EP _ 'S ALL : RO'V t�t i:: . A ,; MINIMUM OF S P'' VVALS TU A. 2 2 'S: c x F T U. � h 17 5 AT. O. G . ` 2� O.G MAX� P 2�G73 . SP r, E - INCA O ,0. :., .- .5 AG . T E� O ..YV Ti+ T �.. S Rf. , ., ORY TRU _ .. ... N EX G : .,PACING :. NOT T o �I D TOP PLATES iAVE:. JOINT aTASSEPEP NOT L.E MIN. NAILING; O F 5-- . -q3. MIN. LA @: E C .h S IDE Of JOI T 'WEEN PLATES F ' "EXT & 1NT`:.:. LON :WALL • (2 &= 3 :STORY.. • 'IL REPORT : REQ'D ON ANY C UESTIONAALE X 03 AND AGI --13 I? INCHES (5000 PSI) N AND FREiE Or' RUST.. PIPE COL. ShALL OVER MIN. yNAILINO SGt1EDLLE ANND OTI AI RIGATED '. MAN A � USS � G R Y TURF . S . f f t ._.Gcf =1G�} � G1�I5 A1�D .IC. WA STATE P . S �Y L . .E GAR MU T ♦ SS - S rt AD TRG c � 11Th - , , JILDINe . MAT.