The URL can be used to link to this page

Home My WebLink AboutPermit D07-236 - GEHRING RESIDENCE - NEW HOUSEGEHRING RESIDENCE 14836 38 AV S DO'7 -236 Parcel No.: 9572500040 Address: 14836 38 AV S TUBW Suite No: Tenant: Name: GEHRING RESIDENCE Address: 14836 38 AV S , TUKWILA WA Owner: Name: LAPLANT GERALDINE A Address: 13704 41ST AVE S , TUKWILA WA 98168 Phone: Contact Person: Name: BRAD GEHRING Address: P 0 BOX 972 , SEAHURST WA 98062 Phone: 206 -715 -8830 Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us Contractor: Name: OWNER AFFIDAVIT - BRADLEY J GEHRING Address: Phone: Contractor License No: doc: IBC -10/06 City if Tukwila DEVELOPMENT PERMIT * *continued on next page ** Permit Number: D07 -236 Issue Date: 06/12/2008 Permit Expires On: 12/09/2008 Expiration Date: DESCRIPTION OF WORK: NEW SINGLE FAMILY RESIDENCE. Public Works ACTIVITIES INCLUDE NEW DRIVEWAY, STORM DRAINAGE, LAND ALTERING. Project on Valley View SEWER and WD #125 WATER. Value of Construction: $250,457.00 Fees Collected: $5,628.75 Type of Fire Protection: International Building Code Edition: 2003 Type of Construction: V - B Occupancy per IBC: 22 D07 -236 Printed: 06-12 -2008 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: Y Fire Loop Hydrant: N Number: 0 Size (Inches): 0 Flood Control Zone: Hauling: N Start Time: End Time: Land Altering: Y Volumes: Cut 100 c.y. Fill 0 c.y. Landscape Irrigation: Moving Oversize Load: Start Time: End Time: Sanitary Side Sewer: Sewer Main Extension: Storm Drainage: Street Use: Water Main Extension: Water Meter: Permit Center Authorized Signature: Print Name: City 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 Y N I hereby certify that I have read and a amned this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied It whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the • - . -- - . ce of work. I f uthorized to sign and obtain this development permit. Signature: �_/ , / –� Date: G— / -2- —0 d Permit Number: D07 -236 Issue Date: 06/12/2008 Permit Expires On: 12/09/2008 Private: Public: Profit: N Non - Profit: N Private: Public: Date: QQ,i ( ! %I This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. doc: IBC /06 D07 -236 Printed: 06-12 -2008 Parcel No.: 9572500040 Address: Suite No: Tenant: 14836 38 AV S TUKW GEHRING RESIDENCE City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us PERMIT CONDITIONS Permit Number: Status: Applied Date: Issue Date: D07 -236 ISSUED 06/28/2007 06/12/2008 1: 2: ** *BUILDING DEPARTMENT CONDITIONS * ** 3: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the Building Official. 4: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431 - 3670). 5: 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. 6: 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. 7: 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. 8: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 9: All wood to remain in placed concrete shall be treated wood. 10: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 11: Manufacturers installation instructions shall be available on the job site at the time of inspection. 12: All construction noise to be in compliance with Chapter 8.22 of the City of Thkwila Municipal Code. A copy can be obtained at City Hall in the office of the City Clerk. 13: 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. 14: 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. 15: 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. 16: Water heaters shall be anchored or strapped to resist horizontal displacement due to earthquake motion. Strapping shall doc: Cond -10/06 D07 -236 Printed: 06-12 -2008 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us 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. 17: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the Cityof Tukwila Permit Center. 18: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206 - 431 - 3670). 19: 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. 20: ** *PLANNING DIVISION CONDITIONS * ** 21: Roof eave intrusion shall not exceed 18 inches within any required setback area. 22: ** *FIRE DEPARTMENT CONDITIONS * ** 23: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 24: New and existing buildings shall have approved address numbers, building numbers or approved building identification placed in a position that is plainly legible and visible from the street or road fronting the property. These numbers shall contrast with their background. Address numbers shall be Arabic numbers or alphabet letters. Numbers shall be a minimum of 4 inches (102mm) high with a minimum stroke width of 0.5 inch (12.7mm). (IFC 505.1) 25: Fire Department access and existing hydrants shall be constantly maintained during demolition and construction. 26: Adequate ground ladder access to rescue windows shall be provided. Landscape a flat, 12' deep by 4' wide area below each required rescue window. 27: Maximum grade for all projects is 15 %. 28: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 29: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 -4407. 30: ** *PUBLIC WORKS DEPARTMENT CONDITIONS * ** 31: The applicant must notify the City Utility Inspector at (206)433 -0179 upon commencement and completion of work at least 24 hours in advance. All inspection requests for utility work must also be made 24 hours in advance. 32: Contractor shall notify Public Works Utility Inspector at (206)433-0179 of commencement and completion of work at least 24 hours in advance. 33: Contractor shall notify Public Works Utility Inspector Mr. Greg Villanueva at (206)433-0179 of commencement and completion of work at least 24 hours in advance. ` 34: 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. doc: Cond -10/06 D07 -236 Printed: 06-12 -2008 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 * *continued on next page ** 35: Permit is valid between the weekday hours of 7:00 a.m. and 3:30 p.m. only. 36: Any material spilled onto any street shall be cleaned up immediately. 37: Temporary erosion control measures shall be implemented as the first order of business to prevent sedimentation off -site or into existing drainage facilities. 38: 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. 39: From May 1 through September 30, inspect and maintain temporary erosion prevention and sediment at least monthly. All disturbed areas of the site shall be permanently stabilized prior to final construction approval. 40: 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. 41: Driveways shall comply with City residential standards. Driveway width shall be a 10' minimum and 20' maximum. Slope shall be a maximum of 15 %. Turning radii shall be a minimum of 5'. 42: The driveway shall be designed and sloped so that drainage from the driveway does not flow onto the existing road surface. 43: Driveways shall be paved for a minimum distance of 20' from the edge of the existing road pavement. 44: A sanitary sewer permit shall be obtained from Valley View Sewer District at (206) 242 -3236 prior to any sanitary sewer work. 45: If any roadway pavement is disturbed as a result of this development, applicant shall pay pavement mitigations fees assessed by PW staff prior to final permit sign -off. D07 -236 Printed: 06-12 -2008 Nose City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us I hereby certify that I have read these conditions and will comply with them as outlined. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provision of any other work or local laws regulating construction or the performance of work. Signature: doc: Cond -10/06 Print Name: �� D /It< r �+ Date: 6 �d D07 - 236 Printed: 06-12 -2008 SITE LOCATION Site Address: I Li E 3 Tenant Name: / /� ,, f ,, 1 Property Owners Name: - B (lid' v tr Mailing Address: PO 130Y- AID., Name: Mailing Address: E -Mail Address: Contact Person: E -Mail Address: Contractor Registration Number: Company Name: Mailing Address: Contact Person: E -Mail Address: CITY OF TUKWILt Community Developmenepartment Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://wwwatukwila.wa.us Z Lc.‘St 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 ** ?8ThiwS c Fe e- C,ehq &act corn Company Name: / Mailing Address: 1.�1i C 30 /V C C /78 t )57 Contact Person: rE -y t 'r L 1' ► !V Q:\Appliations\Forms- Applications On Linen -2006 - Permit Appliation.doc Revised: 9-2006 bh King Co Assessor's Tax No.: 45 A500040 Suite Number: New Tenant: City ARCHITECT OF RECORD - All plans must be wet stamped by Architect of Record . ltA Sinn WI LIttamm E -Mail Address: rn hem l �1 r 6). 17u )rfli f_ corn ENGINEER OF RECORD — All plans must be wet stamped by Engineer of Record Floor: .... Yes D ..No \AA c kw oa State Zip CONTACT, PERSON - who do we contact when your permit is ready to be issued Day Telephone: DO lL —71 OC3 lJ City Fax Number: to Zip GENERAL CONTRACTOR INFORMATION — (Contractor Information for Mechanical (pg 4) for Plumbing and Gas Piping (pg 5)) Company Name: Mailing Address: City Day Telephone: Fax Number: Expiration Date: State Zip City Day Telephone: Fax Number: vki0e9Pbt ac: tty Day Telephone: Fax Number: INA 6.3a PS - e (67p os59 State Page 1 of 6 Will there be new rack storage? ❑.... Yes Q: Applications Worms-Applications On Line\3 -2006 - Permit Application.doe Revised: 9 -2006 bh Valuation of Project (contractor's bid price): $ Existing Valuation: $ Scope of Work (please provide detailed information): .. No If yes, a separate permit and plan submittal will be required. rovide All Building MN PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑ Yes ❑ No If `yes ", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: ❑ Sprinklers ❑ Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes ❑ No If `yes', attach list of materials and storage locations on a separate 8 -1/2" x 11 " paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM ❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. Page 2 of 6 PUBLIC WORKS PERMIT INL,2MATION - 206- 433 -0179 Scope of Work (please provide detailed information): Water District ❑ ...Tukwila K... Water District #125 ❑ ...Water Availability Provided Sewer District ❑ ...Tukwila ❑...Sewer Use Certificate ❑ ...Total Cut ❑ ...Total Fill Please refer to Public Works Bulletin #1 for fees and estimate sheet. Va1Vue ❑ .. Renton ❑ ...Seattle ...Sewer Availability Provided Septic System: 13 On-site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. Submitted with Application (mark boxes which apply): ❑ ...Civil Plans (Maximum Paper Size — 22" x 34") ❑ ...Technical Information Report (Storm Drainage) ❑ .. Geotechnical Report ❑ ...Traffic Impact Analysis ❑ ...Bond ❑ .. Insurance ❑ .. Easement(s) ❑ .. Maintenance Agreement(s) ❑ ...Hold Harmless — (SAO) ❑ ...Hold Harmless — (ROW) 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 cubic yards cubic yards Q:MpplicatlonsWonns- Applications On Line\3 -2006 - Permit Application.doc Revised: 9 -2006 bh Call before you Dig: 1- 800 -424 -5555 ❑ .. Highline ❑ ...Renton ❑ .. Right -of -way Use - Profit for less than 72 hours ❑ .. Right -of -way Use — Potential Disturbance ❑ .. Work in Flood Zone ❑ .. Storm Drainage ❑ ...Sanitary Side Sewer ❑ .. Abandon Septic Tank ❑ .. Grease Interceptor ❑ ...Cap or Remove Utilities ❑ .. Curb Cut ❑ .. Channelization ❑ ...Frontage Improvements ❑ .. Pavement Cut ❑ .. Trench Excavation ❑ ...Traffic Control ❑ .. Looped Fire Line ❑ .. Utility Undergrounding ❑ ...Backflow Prevention - Fire Protection Irrigation Domestic Water ❑ ...Permanent Water Meter Size... IS WO # ❑ ...Temporary Water Meter Size.. " WO # ❑ ...Water Only Meter Size Ilf WO # ❑...Deduct Water Meter Size ❑ ...Sewer Main Extension Public Private _ ❑ ...Water Main Extension Public Private FINANCE INFORMATION Fire Line Size at Property Line Number of Public Fire Hydrant(s) ❑ ...Water ❑ ...Sewer ❑ ...Sewage Treatment Monthly Service Billing to: Name: Day Telephone: Mailing Address: Water Meter Refund/Billing: Name: Mailing Address: City State Zip Day Telephone: City State Zip Page 3 of 6 Unit Types Qty = Unit Type: -?. , Qty ; ;.. Unit Type: Qty :' Boiler /Compressor: . • ; Qty ; Furnace<100K BTU Air Handling Unit >10,000 CFM Fire Damper 0 -3 HP /100,000 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 1 HP /1,750,000 BTU Appliance Vent Hood and Duct Emergency Generator 50+ HP /1,750,000 BTU Repair or Addition to Heatatefrig/Cooling System Incinerator - Domestic Other Mechanical Equipment Air Handling Unit <10,000 CFM Incinerator — Command MECHANICAL CONTRACTOR INFORMATION Company Name: Mailing Address: City State Zip Contact Person: Day Telephone: E -Mail Address: Fax Number: Contractor Registration Number: Expiration Date: Valuation of Mechanical work (contractor's bid price): $ 3500 .O Scope of Work (please provide detailed information): �','t --t ! � T ` t"' � � �1�, , tese Of C WiNl i4e � Use: Residential: New .... [ Replacement .... 0 Commercial: New ....0 Replacement ....0 Fuel Type: Electric ❑ Gas ....X 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 bit Page 4 of 6 Fixture Type: Qty Fixture Type: Qty Fixture Type: Qty . Fixture Type: Bathtub or combination bath/shower ^^ O` Drinking fountain or water cooler (per head) Wash fountain Gas piping outlets Bidet Food -waste grinder, commercial Receptor, indirect waste I Clothes washer, domestic I Floor drain Sinks i Dental unit, cuspidor Shower, single head trap % Urinals Dishwasher, domestic, with independent drain I Lavatory J 1 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 PIPINC.RMIT INFORMATION - 206 -43 PLUMBING AND GAS PIPING CONTRACTOR INFORMATION Company Name: Mailing Address: City State Zip Contact Person: Day Telephone: E -Mail Address: Fax Number: Contractor Registration Number: Expiration Date: Valuation of Plumbing work (contractor's bid price): $ 4000.00 Valuation of Gas Piping work (contractor's bid price): $ ' ) 0 00 , 0 O Sco a of Wor (pleas rovide detailed information): t,u10 gkOr) \n ¥ -{ _ t l 01LT Building Use (per Intl Building Code): iZQStieflila Occupancy (per Int'l Building Code): Utility Purveyor: Water: '' /0 5 Indicate type of plumbing fixtures and/or gas piping outlets being installed and the quantity below: Q:\Appliations'Forms- Appliations On Line\3 -2006 - Permit Application.doc Revised: 9 -2006 bh Sewer: I -L_ we Page 5 of 6 RdVIIT APPLICATION BUILDING OWNER s • HO ' r t AG Print Name: L t a Signature: Mailing Address: PoW3j(, q13. Date Application Accepted: (fro`,' Q:Wpplications\Forms- Applications On Line\3 -2006 - Permit Appliation.doc Revised: 9 -2006 bh ea l all ;permits ; . in this I Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. Building and Mechanical Permit The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). Plumbing Permit The Building Official may grant one extension of time for an additional period not exceeding 180 days. The extension shall be requested in writing and justifiable cause demonstrated. Section 103.4.3 Uniform Plumbing Code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. Date: Day Telephone: yob Call 5 i • J O • City State Zip Date Application Expires: Staff Initials: Page 6 of 6 RECEIPT NO: R08 -02091 Initials: WER User ID: 1655 Payee: BRADLEY j GEHRING 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 ID: 1107 SET NAME: GEHRING RESIDENCE D07- 236;. 3,546.80 M07 -146 167.25 PG07 -182 494.50 TOTAL: 4,208.55 TRANSACTION LIST: Type Method Description Amount Payment Check 5011 4,208.55 TOTAL: 4,208.55 BUILDING - RES GAS - RES MECHANICAL - RES PLAN CHECK - NONRES PLAN CHECK - RES PLUMBING - RES PW LAND ALT PERMIT FEE PW LAND ALT PLAN REVIEW PW PERMIT /INSPECTION FEE PW PLAN REVIEW STATE BUILDING SURCHARGE TRAFFIC MITIGATION FEES SET RECEIPT Payment Date: 06/12/2008 Total Payment: 4,208.55 Account Code Current Pmts 000/322.100 2,279.92 000/322.100 88.00 000/322.100 167.25 000/345.830 -34.31 000/345.830 149.81 000/322.100 349.00 000/342.400 37.00 000/345.830 23.50 000/342.400 90.00 000/345.830 40.00 000/386.904 4.50 104.367.120 1,013.88 TOTAL: 4,208.55 3582 t 9711 TOTAL 4208 .55 Parcel No.: 9572500040 Address: 14836 38 AV S TUKW Suite No: Applicant: GEHRING RESIDENCE Receipt No.: R07 -02323 Payee: BRAD GEHRING TRANSACTION LIST: Type Method Description ACCOUNT ITEM LIST: Description TRAFFIC CONCURRENCY City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us RECEIPT Initials: WER Payment Date: 10/24/2007 11:22 AM User ID: 1655 Balance: $2,334.42 Amount Payment Check 9540 300.00 Account Code Current Pmts 104.367.121.00 300.00 Total: $300.00 Permit Number: D07 - 236 Status: PENDING Applied Date: 06/28/2007 Issue Date: Payment Amount: $300.00 :V24 'MO H - doc: Receipt -06 Printed: 10 -24 -2007 Parcel No.: 9572500040 Address: 14836 38 AV S TUKW Suite No: Applicant: GEHRING RESIDENCE Receipt No.: R07 -01252 Initials: WER, Payment Date: 06/28/2007 04:57 PM User ID: 1655 Balance: $2,334.42 Payee: BRAD GEHRING ACCOUNT ITEM LIST: Description PLAN CHECK - RES PW BASE APPLICATION FEE PW PLAN REVIEW Soon."' 11 111mowv City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http: //www.ci.tukwila.wa.us TRANSACTION LIST: Type Method Description Amount Payment Check 1015 1,781.95 Account Code Current Pmts 000/345.830 000/322.100 000/345.830 RECEIPT Total: $1,781.95 Permit Number: D07 -236 Status: PENDING Applied Date: 06/28/2007 Issue Date: Payment Amount: $1,781.95 1,481.95 250.00 50.00 9836 06/29 9716 TOTAL 1857.76 doc: Receiot -06 Printed: 06-28 -2007 Project: /' / Type of Ins ection: / >7 G.( Address: 7 - _ Date Catlei8i: Special Instructions: Date Wanted: /27 a. Requester: Phone No: INSPECTION NO. INSPECTION RECORD Retain a copy with permit PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: 7&. ❑ $60.00 RE INSPECTIOP(,�EE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. (Receipt No.: 'Date: COMMENTS: gel, P . I) ; :0t— i . (. ee- {N,tl,4 - Li -)- Ail.— j , -t ( S , CJ I" &--J i Spec Instructions: 0 P- ( l 7 r _ Date Wanted: / 23 �� ! Z p.m. Requester: Phone No: MfA - t - S1"- _ 1 Project Project; / ( / gel, Type of I pectin , n j u 1 1 4.1 Address: r - c Date Called: Spec Instructions: 0 P- ( l 7 r _ Date Wanted: / 23 �� ! Z p.m. Requester: Phone No: MfA - t - S1"- INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -36 El Approved per applicable codes. D 7 -231 PERMIT NO. orrections required prior to approval. 1 lnspeqor: / J/ JDate:, _ 23 - off' El $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 'Receipt No.: 'Date: Project: Typg,of Inspections Address: 17„ )4R3 n f , c -J- Date Called: Special Instructions: . Date Wanted: I-1 - ,- j - t1 p . m . Requester: Phone No: INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3 Approved per applicable codes. El Corrections required prior to approval. COMMENTS: 1 lnspefl Date: ( 1z - ri $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. (Receipt No.: 'Date: A i . -,, t, . _ ... -Aq Project: (e1w`- i l S Type of Inspection: IC I Z \) Address: , L . 14-3(a of l Avk - � Date Called: l Special Instructions: Date Wanted: 1 2 ` i 1 m. Requester: Phone No: . At 3 INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 PERMIT NO. (206)431 -36$0 pproved per applicable codes. El Corrections required prior to approval. COMMENTS: Inspe Date: Z _ n El $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 'Receipt No.: 'Date: Project: Type of Inspectiapn: - Address: t�k36 3t AvI f i Date Called: Special Instructions: Date Wanted: _ vj— a.m. L Requester: Phone No: INSPECTION RECORD Retain a copy with permit bo') - 23 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 1 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 PERMIT NO. Approved per applicable codes. El Corrections required prior to approval. COMMENTS: / Inspectof ti n $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 'Receipt No.: 'Date: Project: (, /L., l. 6 , e 6t4-- Type of Inspection: 0Al AiIkr , ' ) A Address: t l �s3 3 _ -or So Date Called: 7 Special Instructions: Date Wanted: /0'9 a , �. c '' Requester: Phone No: ?,4 6 - r i / - x.30 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 00'7 -23( 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 A pproved per applicable codes. 0 Corrections required prior to approval. COMMENTS: (Inspector 1 1 )ate:, _ El $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. (Receipt No.: 'Date: + . . COMMENTS: Type of Ins ection: 1`_h 0 K . .1 -- A) 's J (/1.t� 1 Date: , Address: i 1-1'- 11 &3 (0 31r v F_ rU, ' > _ 2 S ■ j NS s) A A f N t -- Spe ial Instructions: ti, J p v SAM f l.J Ay CZ < n.S cJ (;A./"-- ; 3A . a.m .) p.m. 1 I .) t t \' r ■c -Pi( CA) ( `t t v ,. 1 1 nom` (:,1,_ p 1 „ . Project: nn , � A G � 1 '� lLe�� V `�`� Type of Ins ection: 1`_h I,.�► 1 Date: , Address: i 1-1'- 11 &3 (0 31r v F_ rU, D Called: t Spe ial Instructions: Date Wanted: v 7 0 o a.m .) p.m. Requester: Phone No: I r�, C, - 1 Date: , _ �) 7 `Dig INSPECTION RECORD Retain a copy with permit INSPECTION NO. PEWIT NO. CITY OF TUKWILA BUILDING DIVISION r. 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 ❑ Approved per applicable codes. ■ 1 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 'Receipt No.: 'Date: U o i? - 2-3G El Corrections required prior to approval. // Project: F"Ai riiv5 Wr Type of Inspection: tile///S 4 W Date Called: Address 4i gS6 ‘2, /11-c Special Instructions: Date Wanted: c: 1 /Z / U e Requester: Phone No: 2't- 315 -8830 INSPECTION RECORD Retain a copy with permit INS ION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 ❑ Approved per applicable codes. O723 G Corrections required prior to approval. COMMENTS: ; 4) I �k7 s A,-/f (A44; she., fi9f /d/ A /Tr . 4 (V pezPI Aew /Z/ nspect (Date / / 1 � . JLcr ., 7, O/ 0.00 REINSPECTION FEE ' EQUIREDf to inspection, fee must be id at 6300 Southcenter Blv , Suite 100. Call to schedule reinspection. (Receipt No.: 'Date: Project: // a Type of Inspec 'on: Address: ( 7�, 1 "1k3 4o ? E 5- Date Called: Special Instructions: A C , Date Wanted: "?.-Z -Z G p.m. Requester: Phone No INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION it 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3f 0 Approved per applicable codes. COMMENTS: 02-2J( El Corrections required prior to approval. J lnspctor: y Date: 17 $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. (Receipt No.: 'Date: Projef� — C IN Jr S Type of Inspection:_ " _,Nr_kerlQOv 1--✓Av“ ie Add ess: (L 83(o3G 10 Date Called: Special Instructions: / Date Wanted: 7— 17 -Ce) Calm:' p.m. Requester: Phone No: 253 S - 6330 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. COMMENTS: (,r f ,,C a D GJk j c_✓'r D jr 'Inspect J Date: ? _ / _ — $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 'Receipt No.: 'Date: Proje t• iE. h rinr ) Rra5_ Type of Inspection: ooliti iex;Nc Address: 1L1 , 3 °AV 5 Date Called: Special Instructions: Date Wanted: --7- 1 0 —Oli m. m Requester: Phone No: i INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -367 Approved per applicable codes. la Corrections required prior to approval. COMMENTS: t/J 111 re- p 'Inspector: ►U1� (Date: 7 ( or El $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 'Date: (Receipt No.: Projsg.ti ( g h r C, - Type of Inspection: Too 'k) U SA HQ Address: (-{ P)3 C—, 3 8 ► c Date Calle �c )1 'S Special Instructions: Date Wanted: - 7 -) 1- (�C D p.m. Requester: Phone N : �3 A pproved per applicable codes. INSPECTION RECORD Retain a copy with permit 1=0 INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 8- 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431.3670 Corrections required prior to approval. COMMENTS: / i JDate — 1 El $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 'Receipt No.: Date: Project: B e h r 1', Res . Type of Inspection F�u.:i A-4.. Address /V_3( 3 5 Date Called: Special Instructions: Date Wanted a Requester: Phone No: INSPECTION NO. Approved per applicable codes. INSPECTION RECORD Retain a copy with permit 17x7- 236 PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 C • MENTS: (Aa-PU-- " (. f . T6 S DK Corrections required prior to approval. (Inspector: (� Lu 'Date: . �/ f r - $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 'Receipt No.: 'Date: COMMENTS: - ks. Address /yg y{ ( KJ Lka ; , \ -- cf ' ' ) r s •D .fin � — UJ . ( I .m. Requester: ) 4 . ;/‘ste_{ C. _ r-D'- 4 A (f 4) c.‘ J c •.� 1 ; A arc p 0 'h) p ac, k _ 1 1 Proj t : Type of Inspection: ks. Address /yg Date Called: Special Instructions: Date Wanted: z7-a a.m` .m. Requester: Phone No: .:206-z76- 325'7 4*) INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 1� 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 O Approved per applicable codes. Corrections required prior to approval. Inspector 0 l \ I VA% INSPECTION RECORD Retain a copy with permit 'Date: (1 -2 3Y 1-1 $60.00 REINSPECTION FEE RE�2UIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. (Receipt No.: 'Date: Project: j\ Xt.A- Type f Insp ction: Address: Date Called: Spe a Instructions: Date Wanted: ?? l0 .J d �� a ,. p.m. Requester: Phone No: 16 -- 32 I INSPECTION RECORD Retain a copy with permit 869-23‘ INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION V-- 6300 Southcenter Blvd., #100, Tukwila, WA 98188 El Approved per applicable codes. ['Corrections required prior to approval. COMMENTS: J insectc(r: G�- k\ c,0 r s o r r c -to As ,AV MZ1( L)`i re t-■f, Date: ( — 3 0 0 JJ $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. `Receipt No.: 'Date: 1 rt. r. --(14-14■6-1-tit4464044cokaiiklolite COMMENTS: p(G — F; (lfi`'c 01 COLS - Virw.(ed s 141 - Frncdeol S1) — F„ /A_(e) "rEsc - T i;1c Jec a.m. (Sc- ii7a.1e) Vid— Vi Av.! — - 1►'e"lt- a Project, _ (d) C2�n r 1 v1 eZeS l (Jerir e Type of Inspec ' n: () -ins,) Add r ss: I 3S 14i s Date Called: 12iI (0/oS Special Instructions: Date Wanted: a.m. Requester: 1 TAc( Phone No: INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Ei Approved per applicable codes. D 6 - 7 -g3c El Corrections required prior to approval. (Inspector: s 'Date: IZ� I6(dt El $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. (Receipt No.: 'Date: I COMMENTS: Type of Inspection: 5> A TES C 59 - �Ai .+e M b v, j 4- per n S . Fi v/adee Fla L IA - Pe-v) 01 - 1 n c o mPIe-I-r on o-r- of w rl" t iJ( T_Y, - Si(+ - ‹..-c '15 ■a fIace - . '. - :,/1"1-eok Date Wanted. ii i /04- / .m.. Request Phone No: Project: - / 14‘ ,ePS v/ <e Type of Inspection: 5> A TES C Address: /'/E6 34 IlLe S Date Called: ill lay Special Instructions: Date Wanted. ii i /04- / .m.. Request Phone No: ❑ Approved per applicable codes. INSPECTION RECORD Retain a copy with permit 1)07-0936 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 PERMIT NO. ❑ Corrections required prior to approval. (Inspector: et)c (Date: t (/2 / ag El $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. (Receipt No.: Date: Project: 4 ti ,2i,v 6 /1-: s r DI:-X1 C.,..t7 Typ f Inspe ion: \' Address: yo> , Suite #: 3 cs /1-✓ 5 . Contact Person: it- -O Special Instructions: Occupancy Type: Phone No.: Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -fire: , f' Permits: Occupancy Type: Wa. 98188 Approved per applicable codes. Inspector: INSPECTION NUMBER CITY OF TUKWILA FIRE DEPARTMENT Inia,t,2QA/ G 12_ Word/Inspection Record Form.Doc INSPECTION RECORD Retain a copy with permit Date: /2 //t, boR - 2m-)(o PERMIT NUMBERS 206 -575 -4407 n Corrections required prior to approval. rs .. $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from e City of Tukwila Finance Department. Call to schedule a reinspection. 1/13/06 T.F.D. Form F.P. 113 COMMENTS: r TSE A. Engineering • 12930 N.E. 178th Street Woodinville, WA 98072 • (425)481 -6601 MM COP P erralt MO. �'�.. REC 1 D MAY 2 7 2008 TUKWILA PUBLIC WORKS PROJECT: Job Name: Site Address: Jurisdiction: Plans By: Plan Number /Job ID: Design Specifications: 1EfulI ing Type: Importari Factor: Basic Wind Velocity: Wind Exposure: Roof Snow Load: Occupancy Category: R: % of Snow Incl. w/ Seismic: Soil Site Class: Allowable Soil Bearing: Analysis Procedure: Spectral Response Accelerations, Ss: Load Combinations: Building Design Parameters: Roof DL: Floor DL: Wall DL: Levels: Floor Level Names: RECEI EL) CITY OF TUKWILA APR 10 2008 PERMIT CENTER "REVISION N0. BRAD GEHRING 14836 38TH AVE SOUT TUKWILA, WA 98168 CITY OF TUKWILA Crane Design #020308 ASD Basic 15 psf 10 psf 12 psf 2 Upper Main engln �rin STRUCTURAL ENGINEERING ADDITIONAL' —4,9 for a Si ngl e REQUIREMENTS OR CHANGES TO PLANS — t fora S ARE AS SHOWN ON SHEETS /1 Pe 9 gee be THROUGH 2 S OF THESE CALCULATIONS E dal to WITH NOTES, SCHEDULES & DETAILS be o rl� PER DRAWING No.TSE -1 THROUGH JOB #: q3 6 BY: T / DATE: /q/o' / CODE REVIEWED �� APPROVED JUN -3 2008 Of Tukwila MSIO 2006 IBC Low -Rise, Simple Diap r 1.00 85 mph B 25 psf I I 6.5 0 D 2000 psf Wind: ASCE 7 -05 Method 2 Seismic: ASCE 7-05 Equiv.Lateral Force Procedure 135 % g Si 20 %g This engineering is for use for a single building permit for a single structure. En re must !EXPIRES 08/20/08 ENGINEER'S SEAL IS FOR LATERAL LOAD DESIGN DUE TO SEISMIC AND WIND FORCES ONLY. GRAVITY LOAD DESIGN IS THE RESPONSIBILITY OF THE BUILDING DESIGNE Fl . EXCEPTIONS: A)ONE TSE ♦ Engineering A 12930 N.E. 178th Street Woodinville, WA 98072 • (425)481 -6601 ELEIIAT(oms/W ii D A€ -Eli PROJECT: Lh76e.4L AA)ACYS 3 �e�eaegsaisaoeee�esa:oo�e: Amwirm ,.■. ,:a MMUIPZU Laic eRIGE FRONT ELEVATION RISI 1T ELEVATION TSE A Engineering A 12930 N.E. 178th Street Woodinville, WA 98072 • (425)481 -6601 PROJECT: <A AL A J '15 cs JOB#: ( o �1'% BY: DATE: 3 RU A! 17 MAIN 1-LOOR TSE Engineering Wind Pressures (Wind per ASCE 705 -2 Method 2) Plan Number /Job ID Velocity pressure 00.030` qh = 0.00256 Kh Kzt Kd V2 I = 11.01 psf where: qh = velocity pressure at mean roof height, h. (Eq. 6 -15, page 27) Kh = velocity pressure exposure coefficient evaluated at height, h, (Tab. 6 -3, Case 1,pg 79) = 0.70 Kd = wind directionality factor. (Tab. 6 -4, for building, page 80) = 0.85 h = mean roof height = 20.45 ft < 60 ft, [Satisfactory] Design pressures for MWFRS p = qh [(G Cpf ) -(G Cpi )] where: p = pressure in appropriate zone. (Eq. 6 -18, page 28). G Cp f = product of gust effect factor and external pressure coefficient, see table below. (Fig. 6 -10, page 53 & 54) G Cp i = product of gust effect factor and internal pressure coefficient.(Fig. 6 -5, Enclosed Building, page 47) = 0.18 or -0.18 Roof Rise 5 to 12 0 23 degrees TRANSVERSE DESIGN WIND PRESSURES Roof Type 1 Sloped Pressure Combos Results (Horiz Comp) Design Pressures Used 1 +4 10.48 10.48 Net Roof 1E+4E 15.05 15.05 Components 2 +3 0.08 0.08 Horiz. Vert. 2E +3E -0.26 0.00 Net Design Pressure, psf Surface +Gcpi -Gcpi 1 3.94 7.90 2 -6.91 -2.94 -2.66 -6.38 3 -7.12 -3.15 2.74 -6.57 4 -6.54 -2.57 1E 6.50 10.46 2E -9.78 -5.82 -3.76 -9.03 3E -9.10 -5.14 3.50 -8.40 4E -8.55 -4.59 5 -6.93 -2.97 6 -6.93 -2.97 LONGITUDINAL DESIGN WIND PRESSURES Surface 1 2 3 4 1E 2E 3E 4E 5 6 Net Design Pressure, psf +Gcpi 3.94 -6.91 -7.12 -6.54 6.50 -9.78 -9.10 -8.55 -6.93 -6.93 -Gcpi 7.90 -2.94 -2.66 -6.38 -3.15 2.74 -6.57 -2.57 10.46 -5.82 -3.76 -9.03 -5.14 3.50 -8.40 -4.59 -2.97 -2.97 5 +6 0.00 0.00 _r l -'L LkE'l notes: - negative values considered as 0 it ' / 1 I I - J , w 3 IL Ylt f : I : Roof Type 1 Sloped Pressure Combos Results (Horiz Comp) Design Pressures Used 1 +4 10.48 10.48 Net Roof Pressure 1E +4E 15.05 15.05 Components 2 +3 0.08 0.08 Horiz. Vert. 2E +3E -0.26 0.00 5 +6 0.00 0.00 ,i ILA !Ai I Job #: q34 By: yyv Page:q 2a = 6.6 ft. Total 7372 lbs. TSE Engineering TRANSVERSE WIND FORCES Plan Number /Job ID .0 o.2 030r Grid:1 2 3 4 5 6 7 8 Wind Pressures per: ASCE 7 -05 Interior Zone; Horiz.Wind Roof = 0.08 0.08 psf Horiz.Wind Wall = 10.48 10.48 psf End Zone; Horiz.Wind Roof = 0.00 0.00 psf Horiz.Wind Wall = 15.05 15.05 psf Sum of Transverse Wind Shears: A) ASCE 7 -05 Wind Pressure on Projected Area of Building; Upper 2378 lbs. Main 4994 lbs. B) 10psf Wind Pressure on Projected Area of Building; Upper 4635 lbs. Main 4275 lbs. Total 2a = 6.6 ft. 8910 lbs. CONTROLS LONGITUDINAL WIND FORCES Grid: A B C D E F Wind Pressures per: ASCE 7 -05 Interior Zone; Horiz.Wind Roof = 0.08 0.08 psf Horiz.Wind Wall = 10.48 10.48 psf End Zone; Horiz.Wind Roof = 0.00 0.00 psf Horiz.Wind Wall = 15.05 15.05 psf Sum of Longitudinal Wind Shears: A) ASCE 7 -05 Wind Pressure on Projected Area of Building; Upper 1477 lbs. Main 3113 lbs. Total 4590 lbs. B) 10psf Wind Pressure on Projected Area of Building; Upper 2540 lbs. Main 2480 lbs. Total 4 5019 lbs. CONTROLS (see following pages for distribution) Job #:.0 BYfl Page:5 TRANSVERSE WIND FORCE DISTRIBUTION Plan Number /Job ID #02 oscric Grid: Roof End Zone Wall Ht. Wall End Zone / No SW Wall Ht. Wall End Zone / No SW Width X LEVEL: Upper Roof Type; 1 Ridge /Gable Ht 6.5 OH left 2 OH right Area left -45 Area right V left V right LEVEL: Main Roof Type Ridge /Gable Ht OH left OH right Area left Area right V left V right LEVEL: Roof Type Ridge /Gable Ht OH left OH right Area left Area right V left V right 1 E 8.1 E E 2318 3044 727 0 9 33 17 0 0 2 N 0 8.1 9 33 33 1 6.5 2 -45 0 0 2318 1411 3728 0 TSE Engineering FRONT ELEVATION E E E 0 0 3 0 0 0 4 0 0 0 0 0 0 5 0 0 0 0 0 0 6 0 0 0 0 0 0 7 Job #: t' 3J By: 7 , 0 , Page: 6 f` 8 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. ft. ft. ft. sq.ft. sq.ft. 0 lbs. 0 lbs. LONGITUDINAL WIND FORCE DISTRIBUTION Plan Number /Job ID RIGHT ELEVATION # 020s0r Grid: Roof End Zone Wall Ht. Wall End Zone / No SW Wall Ht. Wall End Zone I No SW Length Y OH front OH back Area front Area back V front V back LEVEL: . Main Roof Type Ridge /Gable Ht OH front OH back Area front Area back V front V back LEVEL: Roof Type Ridge /Gable Ht OH front OH back Area front Area back V front V back A E 8.1 E E 2 -16 1367 0 9 50 13 LEVEL: Upper Roof Type 1 Ridge /Gable Ht 6.5 -12 0 1923 556 0 B -12 0 8.1 9 50 16 1 6.5 2 -38 1172 684 1856 0 TSE Engineering 0 C E E E 0 0 0 0 0 0 D 0 0 0 0 0 E 0 0 0 0 0 F Job #:G93b By:04A Page: -( ft. ft. ft. ft. ft. ft. ft. ft. sq.ft. sq.ft. lbs. lbs. ft. ft. ft. sq.ft. sq.ft. lbs. lbs. ft. ft. ft. sq.ft. sq.ft. lbs. lbs. SEISMIC ANALYSIS - SEISMIC WEIGHTS F: E D C,. R F B R F A Grid: r1 B Transv.Walls F: E D C. 2 6685 6003 2 2 A 2 Grid: :1 Total per Level: 36450 lbs. 35020 lbs. 0 6782 R 12658 6208 F 12052 5927 R 11083 5698 F 11062 5539 4878 :2 Long Walls :2 Total per Level: 2 11005 8563 2 2 9139 6958 2 r TSE Engineering 32368 lbs. 26402 lbs. 0 q. TRANSVERSE at Roof at Upper LONGITUDINAL at Roof at Upper 7 8 Plan Number/Job ID oio,3 of :3 i4 :6 8 Job#: 034 By:Yria Page:5 lbs. lbs. lbs. lbs. lbs. lbs. lbs. lbs. TSE Engineering SEISMIC ANALYSIS - VERTICAL DISTRIBUTION OF FORCES Plan Number /Job ID ASCE 7 -05 o /oao ' Seismic Factor, IE = 1.00 Soil Site Class = D Coefficient, Ct = 0.02 0 Coefficient, x = 0.75 9 Coefficient, R = 6.5 hn = 17.1 ft. Ss = 1.25 g Si = 0.20 g Ta = 0.17 secs. Fa = 1.00 Fv = 2.00 k = 1 SMS = 1.25 SM1 = 0.40 SDS = 0.833 g SD1 = 0.27 g Cs = 0.1282 TRANSVERSE DIAPHRAGM FORCES Base Shear = 9163 lbs. Diaphragm Wall LATERAL FORCE PER LEVEL DIAPHRAGM FORCE Name Ht. hx wx wxhx" Cvx Fx Vx EFi EWi Fpx (ft.) (ft.) (lbs.) (ft. -lbs.) (lbs.) (lbs.) (lbs.) (lbs.) (lbs.) Roof 17 36450 623295 0.664 6086 6086 36450 6086 8.1 6086 Upper 9 35020 315180 0.336 3077 9163 71470 5837 9 9163 Main 0 0 0 0.000 0 0 0 0 0 0 E = 71470 938475 LONGITUDINAL DIAPHRAGM FORCES Base Shear = 7535 lbs. Job #: (45' By: s�- Page: q Diaphragm Wall LATERAL FORCE PER LEVEL DIAPHRAGM FORCE Name Ht. hx wx wxhx Cvx Fx Vx EFi EWi Fpx (ft.) (ft.) (lbs.) (ft. -lbs.) (lbs.) (lbs.) (lbs.) (lbs.) (lbs.) Roof 17 32368 553486 0.700 5271 5271 32368 5395 8.1 5271 Upper 9 26402 237614 0.300 2263 7535 58769 4400 9 7535 Main 0 0 0 0.000 0 0 0 0 0 0 E = 58769 791100 Note: Base shear values and all seismic forces calculated this page are at ultimate level with no adjustments SEISMIC ANALYSIS - DISTRIBUTION OF DIAPHRAGM FORCES F E D C R F B R F A Grid: 1 F E D C B Transv.Walls A 2 Grid: 1 2 1089 2 1627 2 902 1335 1132 R 2113 1665 F 3168 990 R 1850 1490 F 2839 2 :2 Long Walls 2 1792 2 2509 2 1488 2064 2 TSE Engineering Total Force per Level: Total Force per Level: TRANSVERSE 6086 lbs. 9163 lbs. 0 at Roof at Upper . 3 • 4 :5 Base shear values are summed per block between gridsI LONGITUDINAL 5271 lbs. at Roof 7535 lbs. at Upper O r I. 3 i4 :5 :6 :7 Plan Number/Job ID 4oz.4.3o Job#:036 By:4F„. i Page: lbs. lbs. lbs. lbs. 8 lbs. lbs. lbs. lbs. 8 SEISMIC DESIGN FORCES AT SHEARWALLS Plan Number /Job ID i eLoa TRANSVERSE TSE Engineering P 1.0 GRID LEVEL Lsw p QE E 0.7E (ft.) (lbs.) (lbs.) (lbs.) (lbs.) 1 Upper 29 3069 3069 3069 2148 Main 24 3586 3586 3586 2510 2 Upper Main 18.5 1539 1539 1539 1077 3 Upper 24 3016 3016 3016 2111 Main 24 4038 4038 4038 2827 Job#: C4 36 By:104 Page: t� TSE Engineering SEISMIC DESIGN FORCES Plan Number /Job ID d02.03 LONGITUDINAL P= 1.3 GRID LEVEL Lsw QE p QE E 0.7E (ft.) (lbs.) (lbs.) (lbs.) (lbs.) A Upper 15.75 2649 3444 3444 2411 Main 12.5 3154 4100 4100 2870 B Upper Main 26 1132 1471 1471 1030 C Upper 32.5 2622 3409 3409 2386 Main 27.5 3249 4224 4224 2957 Job#: "/ By: Yrie Page: !I.. 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 29 80 74 SW1 647 600 5.75 2501 2819 0 0 7.5 16.5 127 127 105 105 SW1 SW1 1142 1924 941 1666 0 0 810 1782 1 1 75 165 876 0 5 0 ABO 5/8 inch Dia. TSE Engineering C 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 4h4Z43dir' G H 0 0 Job#: G 3. Bylya Page: 13 ft. pif pif lbs lbs ft. lbs lbs lbs lbs ft. pif plf lbs lbs ft. lbs lbs ft. lbs lbs lbs TRANSVERSE SHEARWALLS Plan Number /Job ID gozos oV Grid 2 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 18.5 116 58 SW1 1040 524 C 0 1998 1 185 385 0 Co,& i2K ABO TSE Engineering G H 0 0 Job#: b % By: / 1 " /f Page: pi ft. plf plf lbs Ibs ft. lbs lbs lbs lbs ft. plf plf lbs lbs ft. lbs lbs ft. lbs lbs lbs 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 B 24 T■ 97 95 SW1 782 770 5.75 2070 2333 0 0 11.25 12.75 155 155 127 127 SW1. SM. 2180 1398 1914 1145 0 0 1215 1377 1 1 113 128 1122 1068 326 247 H1 H1 ABO TSE Engineering LONGITUDINAL SHEARWALLS Plan Number /Job ID Jo2o3 as' 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 2 9.25 3.25 87 87 153 153 SW1 SW1 703 703 1240 1240 20.5 5 2844 244 899 316 0 535 0 988 2.75 3.5 154 154 23 230 swy. 22 2271 3629 3629 0 0 297 378 7:75 10 213 350 995 1884 1714 3049 E►Z y►Z. TSE Engineering 4 4 � A4 t& A 2.75 5 PELT ?14 1(L Repot. TiLi 35ox. t 2.3$ Z3`If 7 23 .. 1 .' . 7QY '56.0 2 7 8 3.25 6.25 Job#: , q3b By: �V Page: 1 4 fib ft. plf plf lbs lbs ft. lbs lbs lbs lbs ft. pif pif lbs lbs ft. lbs lbs ft. lbs lbs lbs LONGITUDINAL SHEARWALLS Plan Number /Job ID # 0203oV Grid B Grid: 1 2 3 4 5 6 7 8 Level: Upper Lsw 0 ft. v wind plf v seismic plf USE: R wind lbs R seismic lbs Roof Trib. ft. Roof DL lbs Wall DL lbs Uplift wind lbs Uplift seismic lbs 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: 17 9 48 48 40 40 SW1 SW1 429 429 356 356 0 0 1836 972 14 14 2380 1260 0 0 0 0 ABO TSE Engineering 0 Job#: G y36 By.7 Page: ft. pif pif lbs lbs ft. lbs lbs ft. lbs lbs lbs LONGITUDINAL SHEARWALLS Plan Number /Job ID 40203os' 1 2 3 4 5 6 7 8 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 13.25 36 73 SW1 292 595 16.5 3279 1288 0 0 Lsw 13.25 v wind 67 v seismic 108 USE: SWx- R wind 953 R seismic 1671 Roof Trib. Roof DL 0 Wall DL 1431 Floor Trib. 6.75 Floor DL 894 Uplift wind 0 Uplift seismic 0 USE: Anchor Bolts: ABO 19.25 36 73 SW1 292 595 16.5 4764 1871 0 0 SW 0 Pe.01461 sg 5 14.25 67 108 SW2. 953 1671 0 1539 6.75 962 0 0 TSE Engineering PA4E rick 0 0 Job#: • 6 h By:rk Page: 19 ft. pif pif lbs lbs ft. lbs lbs lbs lbs ft. plf plf lbs lbs ft. lbs lbs ft. lbs lbs lbs • • REINFORCEMENT AT OPENINGS IN LONGITUDINAL SHEARWALLS Grid C Level Grid Lsw OL X1 X2 Hsw OH Y1 Y2 Panel Shears v (max.wind /seismic) v[A] v[B] v[C] v[D] v[E] [A] 1 2 3 4 [E] X 1 TSE Engineering 1 54 166 166 108 2 448 USE: LSTA 2g 3 429 USE: LSTA 2 4 327 USE: LSTA OL Lsw Upper Upper Main Main 2 -3 14.25 5 5.25 4 9 3.25 4 1.75 Maximum Tensions and Design of Reinforcement at Openings 1 588 USE: LSTA 2'f X2 ft. ft. ft. ft. ft. ft. ft. ft. Plan Number /Job ID 4to2o3og pif plf pif pif pif plf lbs. lbs. lbs. lbs. Job #:'6 9 3(0 By: f(0 . k Page:l NW1 /4 OF ♦' PVC PPE me FOOTING PERFORATED PVC F 1' FOOTING N Z i i NE1 /4, SEC. 22- T23N SILT FENCE (TYP) / 102.90' J .. SPOUT (111:9 ROOF ORAIw (MIN 1.03 ROPE) c DRAM UN ROPE TO GRAIN I 9 (SLOPE B.SBL IF— 1 —• \ \ m I I \ \ ml \ ]6• 'Ugric* � — . ccri \ - \\ 2 "' PR -R4E, W.M. A; I NE17 I 6 FEET OIL DRt WELL FOR FOOTING DRAIN & ROOF DR (SEE DETAIL MIS SHEET) t —3 I 1 � SE E QMAM `� L� SEE NINE 1 \ �lf • PVC PIPE N SLOPE) FOO DRAM ' �' ' (Y 3 \ $ED SINGLE I - E) — � • I • . 12 LF YIN. 1 PVC (YM 1.03 ROPE) 6 LF 1 PVC PIPE GAIN Q53 AOPEj ROOF GRAIN CLEAN OUT \ S \ \ -, \ \ \� LEGEND j G % / �/ ��// " / % • • •• PVC DOWNSPOUT DRAIN LINE Tr 3 FlNIS1 GRADE PROPERTY LRE B.SB.L FOUNDATION .. 5 ~�BACWFlLL PROWDE • 12 MIN COVERAGE OF DRAIN NTH CLEAN 1 1/2 - 3/1 • .. ' . .. WASHCD .ROCK ° • ° 1 , , . • • FIE FABRIC • • • • �. -�•• •••• EASING PROPERTY LINE O YARD DRAIN d CORNER SET A INFILTRATION TEST (APPRO%. LOCATION) O O O SILT FENCE I �� • I CEMENT CONCRETE DRIVEWAY • l PROPOSED RESIDENCE j�� 'i S J TAX PARCEL NUMBER NOTES 1 PERFORATED PVC FOOTNG DRAIN UNE _ \ FAMIL 1 (RESIDENCE \ \ " 9072300040 DRAIN LINES 70 BE SEPERATE AND TIGHT. PRONOE 0.1m1 E0.1m1 OUTS, ELBOWS AND OTHER FITTINGS AS NEEDED. OWNER INFORMATION DRAINAGE DETAIL SECTION A -A - 't1 - ` Fl;• : \1 , f' Ex c GONG c pD1EwAY/AAB \ \AA ° '\ ' • . ' '' \ I 70 BE REMOVED i • . I • • QB ° • ' �� I .. m BRAD GEARING PO BOA 972 BURDEN, WA 86166 SITE DATA j SCALE: NONE 6 FEET ILL HOLE FILED NM ROOF DOWNSPOUT 1 1/2• - Y WASHED DRADRAIN ROCK FOOTING ORAN YARD DRAIN SEE NOTE 1 / / E3 POWER POLE A ` O. / / \� f- 0 / ` -"------____I O CO vv�' I 1 W \ Q V V I \ CO V, \ AW NOTE: `J 300' `; / K M >t g ° / r •• / 1 I I 1 I I \ \ \ ` i \ / , \ �A� .' B-1 . I • M .' \ n WATER METER \ (0/6• % 3/4•)'\ ` — — \ \ \ \� - , 4 L n 1 \/ 1 I 1 I J &58.4 t °to'S2rt \ \\ - -_— , \ \ IA * I T\� LOT SIZE: 7,891 ff. (616 ACRES) HOUSE j LEGAL DESCRIPTION r / /� ,� ,_ moo« 0 BRAY ADO VOL OF EACH LOT Na NI uND NT IN TRACT A 511BJECT 70 EASEMENT CUT CLEAN ROOF DOWNSPOUT E VOLUME E DRY WELL - PLAN LOCATION CUT 0CY) FLL (CY) HOUSE 50 0 DRY WELL 7 0 0 NOTE: HOIUSE % / SCALE: NONE ROOF DOWNSPOUT ER OF HOLE NTH OVEBFLOw SURFACE 71ER N ES SPLASH BLOCK MN. •• DM PVC PPE Ta ZZ ` TOPSOIL � OF TU LA DEVELOPMENT GUDELS AND OP KN 1. SEE O RE Lp � STANDARDS SHEET DS-O DE SIGN AND CONS7RUC710,1 1 4,� FLOW I 011111I ~ '_� , O ••6 :' LI � �O i t•.' • 1 ' � • I I A'S 1 , EL FNE NroRANT I • �� -- BUXTON/PORCH 1,6`50 S0. Fr. FINE ME91 SCREEN yARD DPP SEE NOTE 1 SIDES a HOLE LNED NTH F ILTER fABPIC TED 'MN. wALKMAY/PARKNG 161 SO Ft. IANOK/G 9 SO FT. � 6 FEE pAYETER E F: t 1 t .� IKY wy SS 1/ �.-. - , C . OR 11 1P^{ Fr 1 TOTAL ILAPERV,prs 2.110 SO F7. LOT SZE 7,691 SO FT. - - - -- -- --- ---------- - - - - - -- S. 150TH STREET PLAN BALDING F001PRINTPERCENTAGE 21.450 Lj:• '1 mr4. i' ABOVE SEASON/ SECTION GR DRY WELL. - SECT ,HIGH p•AwATEp TABLE 1 IgwNllrAt 0 AMC E 1 NO EM7NG TREES Ol ME NOTE: I DABLE AREA a TIC LOT SCALE: "D ' 84 1E10N0E9"° O JOB NO. R07106 ISSUE WE 7 4 it 414, � s �\ \MN.. A ' ilwl i 5i C O NC EPT w F .,W cso SAO O o9W , S JM a1 SARA VA "" T 7 ) 6660127 BRAD GEHRING RESIDENCE 14836 - 38TH AVE SOUTH TUK WILA, WA 98188 PEP PIO. SI -13 m OF H. H. PNAN G OMw1 BY H. H. PH w1 XI c., M CEC ED ON A. T. NGUYEN SE 1 G PLAN SITE /�► PROD. wN Ln A. T. NGUYE r..) ` i , (�� 3'- WP UID O7 19 7 - A m Z —I m Drywell Infiltration System Dimensions coarse sands or cobble stones 60 of per 1,000 sf of impervious area coarse - or cobble stones 90 cr per 1,000,f of impervious are,e req. vol. (ft dia 00 height (ft) design vol. (ft req. vol. (ft') dia (ft) height (ft) deign vol. (ft 490 House #2 Driveway #2 128 6.0 5.0 141 193 10.0 S.0 303 Driveway #4 Access Road 0 () Total Roof Area - "' s 1 Total PGI5 ' - 490 Total Pervious Area 7,694 5,554 0 Total Project Size 7,694 7,694 0 0 0 —I 0 Project name: Project Address: 0 ) W t 0 0 Drywell Requirements: CI m m Drywell Infiltration System (per 2005 KCSWM C.2.24) References: Assumptions: PGIS 1 — Area finfiltrated — I Area subject to flow control - Brad Gehring Residence 14836 - 38th Avenue South Tukwila, WA 98188 Date: 12 -Oct -07 Designer: Anna Nguyen -2005 King County Surface Water Manual - Minimum diameter - 48 inches - Gravel used for drywells much be 1.5 inch to 3 inch washed drain rock - Filter fabric (geotextile) must be placed on top of the drain rock - Drywells must be setback at leaset 15 feet from buildings w /crawl space or basment elevations that are below the overlfow point of the drywel - coarse sands 490 sq ft 2,140 sq ft - sq ft ■ Impervious Area (Sq Ft) Existing Proposed House #1 1,650 Driveway #1 490 House #2 Driveway #2 House #3 Driveway #3 House #4 Driveway #4 Access Road Total Roof Area - 1,650 Total PGI5 ' - 490 Total Pervious Area 7,694 5,554 Total Project Size 7,694 7,694 —I 0 Project name: Project Address: 0 ) W t 0 0 Drywell Requirements: CI m m Drywell Infiltration System (per 2005 KCSWM C.2.24) References: Assumptions: PGIS 1 — Area finfiltrated — I Area subject to flow control - Brad Gehring Residence 14836 - 38th Avenue South Tukwila, WA 98188 Date: 12 -Oct -07 Designer: Anna Nguyen -2005 King County Surface Water Manual - Minimum diameter - 48 inches - Gravel used for drywells much be 1.5 inch to 3 inch washed drain rock - Filter fabric (geotextile) must be placed on top of the drain rock - Drywells must be setback at leaset 15 feet from buildings w /crawl space or basment elevations that are below the overlfow point of the drywel - coarse sands 490 sq ft 2,140 sq ft - sq ft ■ Building Permit Number: D07 - 236 Owners Name and Address: CITY OF TUKWILA PERCOLATION TEST RESULTS Brad Gehring 14836 — 38 Avenue South Tukwila, WA 98168 Time interval = variable due to high infiltration rate. Results displayed are inches of water drop per time interval. Refer to site plan for boring (B -1, B -2, and B -3) locations. I certify that I conducted the Percolation Test Procedure as stated in the City of Tukwila Falling Head Percolation Test Procedure and the measured results as stated above are correct. Anna Nguyen, P.E. — The Concept Group 650 South Orcas Street, Suite 214 Seattle, WA 98108 to /iy/ 9— Date RECEIVEL OCT 2 4 2007 PERMIT CENTEb B -1 B -2 B -2 Test #1 6 inch / 10 minute 12 inch / 5 minutes 12 inch / 8 minutes Test #2 6 inch / 10 minute 12 inch / 5 minutes 12 inch / 8 minutes Test #3 5 inch / 10 minute 12 inch / 5 minutes 12 inch / 8 minutes Test #4 4 inch / 10 minute 12 inch / 5 minutes 12 inch / 8 minutes Test #5 5 inch / 10 minute 12 inch / 5 minutes 12 inch / 8 minutes Test #6 4 inch / 10 minute 12 inch / 5 minutes 12 inch / 8 minutes Test #7 4 inch / 10 minute 12 inch / 5 minutes 12 inch / 8 minutes Test #8 4 inch / 10 minute 12 inch / 5 minutes 12 inch / 8 minutes Test #9 4 inch / 10 minute 12 inch / 5 minutes 12 inch / 8 minutes Test #10 4 inch / 10 minute 12 inch / 5 minutes 12 inch / 8 minutes Percolation Rate Building Permit Number: D07 - 236 Owners Name and Address: CITY OF TUKWILA PERCOLATION TEST RESULTS Brad Gehring 14836 — 38 Avenue South Tukwila, WA 98168 Time interval = variable due to high infiltration rate. Results displayed are inches of water drop per time interval. Refer to site plan for boring (B -1, B -2, and B -3) locations. I certify that I conducted the Percolation Test Procedure as stated in the City of Tukwila Falling Head Percolation Test Procedure and the measured results as stated above are correct. Anna Nguyen, P.E. — The Concept Group 650 South Orcas Street, Suite 214 Seattle, WA 98108 to /iy/ 9— Date RECEIVEL OCT 2 4 2007 PERMIT CENTEb SECTION C.2 FLOW CONTROL BMPs 5. Filter fabric (geotextile) must be placed on top of the drain rock (if proposed to be covered with backfill material) and on the trench sides prior to filling with the drain rock. 6. Spacing between trench centerlines must be at least 6 feet. 7. Infiltration trenches must be setback at least 15 feet from buildings with crawl space or basement elevations that are below the overflow point of the infiltration system. 8. 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 that provides a safe path for the overflow. 9. Runoff from roadways, 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.2.2.B, p. C-43). The elbow is intended to trap spilled material in the catch basin sump so that the spilled material can be cleaned up more easily by the homeowner. C.2.2.4 USE OF DRYWELLS FOR FULL INFILTRATION Drywells are gravel filled holes as opposed to trenches and therefore may allow for a more compact design in areas where the depth to the maximum wet - season water table is relatively deep (e.g., 6 feet or greater). Figure C.2.2.0 on page C-44 illustrates the specifications for drywell infiltration systems as outlined below: C.2.2.5 USE OF GROUND SURFACE DEPRESSIONS FOR FULL INFILTRATION Ground surface depressions (also called "infiltration depressions ") are another option for full infiltration if the maximum wet -season water table or hardpan is at least 3 feet below the bottom of the depression. Figure C.2.2.D illustrates the specifications for infiltration depressions as outlined below: 1. When located in coarse sands or cobbles, infiltration depressions must be able to store at least 40 cubic feet of stormwater per 1,000 square feet of impervious surface served. When located in medium sands, ground surface depressions must be able to store at least 60 cubic feet of stormwater per 1,000 square feet of impervious surface served. This volume of water storage must be achieved through the excavation of existing native soil, not through the construction of berms. 2. The stormwater storage areas of infiltration depressions must be at least 12 inches in depth with a minimum 6 inches of freeboard before overflow. RECEIVEV 1/24/2005 1. When located in coarse sands and cobbles, drywells must contain a volume of gravel equal to or greater than 60 cubic feet per 1,000 square feet of impervious surface served. When located in medium sands, drywells must contain at least 90 cubic feet of gravel per 1,000 square feet of impervious surface served. 2. Drywells must be at least 48 inches in diameter and deep enough to contain the gravel amounts specified above for the soil type and impervious surface area served. 3. The gravel used for drywells must be 11 /2 -inch to 3 -inch washed drain rock. The drain rock may be covered with backfill material as shown in Figure C.2.2.0 (p. C-44) or remain exposed at least 6 inches below the lowest surrounding ground surface. 4. Filter fabric (geotextile) must be placed on top of the drain rock (if proposed to be covered with backfill material) and on the drywell sides prior to filling with the drain rock. 5. Spacing between drywells shall be a minimum of 10 feet. 6. Drywells must be setback at least 15 feet from buildings with crawl space or basement elevations that are below the overflow point of the drywell. C-40 2005 Surface Water Design Manual — Aocipq4 2001 PERMIT CENTEi 3. The depression overflow point must be at least 6 inches below any adjacent pavement area and must be situated so that overflow does not cause erosion damage or unplanned inundation. 4. The depression side slopes must be no steeper than 3 horizontal to 1 vertical. 5. Spacing between multiple infiltration depressions shall be a minimum of 4 feet. 6. Infiltration depressions must be setback at least 15 feet from buildings with crawl space or basement elevations that are below the overflow point of the infiltration depression. 7. Infiltration depressions may be any size or shape provided the above specifications and the minimum requirements in Section C.2.2.1 are met. 8. The ground surface of the infiltration depression must be vegetated with grass or other dense ground cover. C.2.2.6 MAINTENANCE INSTRUCTIONS FOR FULL INFILTRATION If the full infiltration flow control BMP is proposed for a project, the following maintenance and operation instructions must be recorded as an attachment to the required declaration of covenant and grant of easement per Requirement 3 of Section C.1.3.3 (p. C -18). The intent of these instructions is to explain to future property owners, the purpose of the BMP and how it must be maintained and operated. These instructions are intended to be a minimum; DDES may require additional instructions based on site - specific conditions. Also, as the County gains more experience with the maintenance and operation of these BMPs, future updates to the instructions will be posted on King County's Surface Water Design Manual website. O TEXT OF INSTRUCTIONS Your property contains a stormwater management flow control BMP (best management practice) called "full infiltration," which was installed to mitigate the stormwater quantity and quality impacts of some or all of the impervious surfaces on your property. Full infiltration is a method of soaking runoff from impervious area (such as paved areas and roofs) into the ground. If properly installed and maintained, full infiltration can manage runoff so that a majority of precipitation events are absorbed. Infiltration devices, such as gravel filled trenches, drywells, and ground surface depressions, facilitate this process by putting runoff in direct contact with the soil and holding the runoff long enough to soak most of it into the ground. To be successful, the soil condition around the infiltration device must be reliably able to soak water into the ground for a reasonable number of years. The infiltration devices used on your property include the following as indicated on the flow control BMP site plan: O gravel filled trenches, O drywells, 0 ground surface depressions. The size, placement, and composition of these devices as depicted by the flow control BMP site plan and design details must be maintained and may not be changed without written approval either from the King County Water and Land Resources Division or through a future development permit from King County. Infiltration devices must be inspected annually and after major storm events to identify and repair any physical defects. Maintenance and operation of the system should focus on ensuring the system's viability by preventing sediment -laden flows from entering the device. Excessive sedimentation will result in a plugged or non - functioning facility. If the infiltration device has a catch basin, sediment accumulation must be removed on a yearly basis or more frequently if necessary. Prolonged ponding around or atop a device may indicate a plugged facility. If the device becomes plugged, it must be replaced. Keeping the areas that drain to infiltration devices well swept and clean will enhance the longevity of these devices. For roofs, frequent cleaning of gutters will reduce sediment loads to these devices. 2005 Surface Water Design Manual - Appendix C C C.2.2 FULL INFILTRATION RECEIVEI OCT 2 4 2007 PERMEGENTE SECTION C.2 FLOW CONTROL BMPs FIGURE C.2.2.0 TYPICAL DRYWELL INFILTRATION SYSTEM I AO U 0 48 Inch Diameter Hole Filled with 1 -3" Washed Drain Rock House House Roof Downspout Roof Downspout Roof Downspout Overflow Splash Block flow flow Fine Mesh Screen DRY WELL PLAN VIEW NTS Catch Basin (Yard Drain) 15' min. DRY WELL SECTION NTS Catch Basin (Yard Drain) with 1 "Capped PVC or Other means Topsoil Flush with Surface t(l(\IllU,l111 \tilt iIJit r I (� Ill�i` ' 0(1) I ' I / 1 - o i 0 121. Min. 4" dia. PVC Pipe Sides of Hole Lined with Filter Fabric Mark Center of Hole $D X 04= cam .. 48 Inch Diameter Hole Filled with 1 - 3 "Washed ?i Drain Rock ?. ' min. Varies Min. 1' above Seasonal High Groundwater Table t RECIE let OCT 2 4 2007 PERMIT CENTEE 1/24/2005 2005 Surface Water Design Manual — Appendix C C-44 Recognized method are as follows: Tukwila doc. A-001 Created on 10/19/2007 Revised Tukwila City Bulletin W.S.E.C. Section 502.1.6 Moisture Control PERMIT NO. k) 23 Proj ect 674—tbtr j Xerfl6,,,e A vapor retarder is a layer of material placed over the warm side of insulation to limit the transport of water and water vapor movement through exterior walls, ceilings and floors. To meet energy code requirements, vapor retarders need to be rated at not more than 1.0 perm dry cup or less. Components of a house that require a vapor retarder are: • Floors - Floors between heated and unheated spaces are required to have an installed vapor retarder. Floor decking of 3/4 inch tongue and groove exterior plywood and exterior grade O.S.B. both meet the vapor retarder requirements. • Walls - Walls separating heated from unheated space are required to have an installed vapor retarder on the side (warm side in winter). • Ceilings - Ceilings where there is an average of less than 12 inches of ventilated area above the insulation, an installed vapor retarder is required. Construction documents shall specify the proposed method for providing a vapor retarder in each of the above building components. *Please check which type of insulation method will be used for the project and return this bulletin with the permit application. Kraft or Foil Faced Insulation: Facing material must be stapled directly to the face of the studs. (i.e. to 2x edges not the side of studs) ❑ 4 -Mil or thicker Polyethylene or craft faced material: Polyethylene of craft faced material shall be stapled to the framing, with seams overlapped 6- inches and taped. Electrical boxes and other penetrations to be tight fitted and sealed around openings. ❑ Vapor retarding paint: Vapor retarding paint listed to provide transmissivity of not more than 1.0 perm dry cup rating. (See Affidavit attached to bulletin) If vapor retarding paint is specified as a vapor retarder for walls and ceilings, the following conditions shall be required for the builder: Complete Contractor's affidavit and submit with building permit application. (A form is included with the permit packet) A red stamped copy of the affidavit shall remain with the permit at the job site and shall be kept available for building final inspection. FILE COPY RETURN THIS FORM WHEN COMPLETED l'POJt? JU a - 4V49" • G9 \-- L. S 144th St - • Co `,11\ \ S 146th St a.' .; r 3 r - l 1 4 \ > co 164 1. I ' ill IWI S 146th — St — — Co 15001S1 1 I t - S 152nd St St piot Address 14836 38th Ave S Seattle, WA 98168 /Z 71/ S 148th St \ \ ) I \ I \ I t \ tr, 1 o r 5 150th St co S 152nd St 'Wad Cethring 200-iicfs30J VA S 144th St S 14441 St / S 145th St S 154th St - -Ln S 152nd St col 21 r>, IS 007 Google - Map da S 148th Si t : Z, 5 i5Oth St Cs Blvd _ S 145th St 7 NA EPA - Terms of Use RECEIVED JUN28 2007 PERMIT CENTEE http://www.google.com/maps?f=d&h1=en&saddr=14836+38+s&daddr---&s11=47.465939,-... 6/21/2007 IL, V ,artly TThct � 1 9 3(e 3S"L,t. • 35198fs ,7 0130 5000is 0325 — IMO imp 128.60 26 38681fs 0310 257.20 90 r 3 V O � 7326fs N80 ^30 'y � 30 6 1.10 NRR ^49,1 "F ISO w > CO M .2 15 83601s 0020 91.14 10601fs 'DO 0 R =20 18.29 [SA 31.72 • •• e � . '0 d 102.90 N87 "57'33 "1 s , 4 0040 609 48010 5 0050 8105fs N88^DV58 "w ^' 64.30 _. 7716 f s 0296 Mork Cith'ire% 261K ft3b n 24 237191s 0290 i RECEIVEr JUN 2 8 2007 PERMIT GENIE U iva I 0167 1 70.60_ 23 36549fs 0283 b07---23b • - Fq 2o-f 2 May 16, 2008 Brad Gehring PO Box 972 Seahurst WA 98062 RE: CORRECTION LETTER #1— Revision #1 Development Permit Application Number D07 -236 Gehring Residence —14836 38 Av S Dear Mr. Gehring, This letter is to inform you of corrections that must be addressed before your development permit(s) can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the Planning Department. At this time the Building, Fire and Public Works Departments has no comments. Planning Department: Brandon Miles at 206 431 -3684, if you have questions regarding the attached memo. Please address the attached comments in an itemized format with applicable revised plans, specifications, and /or other documentation. The City requires that four (4) complete sets of revised plans, specifications and /or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections /revisions must be made in person and will not be accepted through the mail or by a messenzer service. If you have any questions, please contact me at (206) 431 -3760. Sipcerely, Brenda Holt Permit Coordinator end File No. D07 -236 City of Tukwila Department of Community Development Jack Pace, Director PAPermit Center\Coirection Letters\2007\D07 -236 Corr Ltr #1 to Rev #1.DOC 1e Jim Haggerton, Mayor 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 DATE: CONTACT: RE: ADDRESS: ZONING: April 17, 2008 Brad Gehring D07 -236 14836 38 Ave S LDR PLANNING DIVISION COMMENTS The Planning Division of DCD has reviewed the above permit application. The application as submitted cannot be approved. 1. The parking provided, while meeting the minimum number requirements, is not functional. Cars parked in the main driveway would block cars from entering or exiting the side parking area. Provide an explanation on how the parking will function. 05 -08 -2008 BRAD GEHRING P 0 BOX 972 SEAHURST WA 98062 RE: Permit Application No. D07 -236 14836 38 AV S TUKW Dear Permit Applicant: In reviewing our current permit application files, it appears that your permit application applied for on 06/28/2007 , has not been issued by the City of Tukwila Permit Center. Per the International Building Code and/or the International Mechanical Code, every permit application not issued within 180 days from the date of application shall expire by limitation and become null and void. Your permit application expires on 06/22/2008 . If you choose to pursue your project, a written request for extension of your application addressed to the Building Official, demonstrating justifiable cause, will need to be received at the Permit Center prior to your expiration date of 06/22/2008. If it is determined that an extension is granted, your application will be extended for an additional 90 days from the expiration date. In the event we do not receive your written request for extension, your permit application will become null and void and your project will require a new permit application, plans and specifications, and associated fees. Thank you for your cooperation in this matter. Sincerely, 4,40 J fer Marshall Permit Technician xc: Permit File No. D07 -236 C1iy 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 March 31, 2008 Brad Gehring PO Box 972 Seahurst WA 98062 RE: Request for Permit Application Extension Development Permit Application No. D07 -236 Mechanical Permit Application No. M07 -146 Plumbing/Gas Piping Application No. PG07 -182 Gehring Residence —14836 38 Av S Dear Mr. Gehring: This letter is in response to your written request for an extension to Permit Application Nos. D07 -236, M07 -146, and PG07 -182. The Building Official has reviewed your letter and considered your request to extend the above referenced permit applications. The City of Tukwila Building Division will be extending the expiration date of your permit applications for an additional 90 days from the original application expiration date (through June 22, 2008) as requested. If you should have any questions, please contact our office at (206) 431 -3670. Sincerely, fifer Marshall it Technician City of 7iekwila. Department of Community Development Jack Pace, Director File: Permit No. D07 -236, M07 -146, & PG07 -182 P:\Pem* Center\ Extension Letters\Pemtit Applications \2007007-236+ Application Extension #2.doc jem Jim Haggerton, Mayor 6300 Southcenter Boulevard, Suite #100 • Tukwlla, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 March 12, 2008 Bob Benedico 6300 Southcenter Blvd. Suite 100 Tukwila, WA 98188 Sincerely, Brad Gehring 206.715.8830 .&/610 RECEIVED MAR 17 20081 COMMUNITY DEVELOPMENT Re: Request for Extension Gehring Property - 14836 38 Ave S., Tukwila, WA Permit # DO 7236 MO 7146 PG 07182 Mr. Benedico, I am respectfully requesting an extension for the building permits for the above named property. My request is largely due to the banking institution completing the final stages of our loan request. At this point we are waiting for the Appraisal and we have been informed that it will not be done until the end of March 2008. Per the City of Tukwila's request for completion of the building permit application due by March 24, 2008, we will not meet that deadline however, we are guaranteed that by April 17, 2008 we will have the release of monetary funds to proceed with this project. � 90 la(di A ft 9 (ittAfpNik 03rn 6149 '. 0*I-1 I vi 6GT' •. C �� 02 -12 -2008 BRAD GEHRING P 0 BOX 972 SEAHURST WA 98062 RE: Permit Application No. D07 -236 14836 38 AV S TUKW Dear Permit Applicant: In reviewing our current permit application files, it appears that your permit application applied for on 06/28/2007 , has not been issued by the City of Tukwila Permit Center. Per the International Building Code and/or the International Mechanical Code, every permit application not issued within 180 days from the date of application shall expire by limitation and become null and void. Your permit application expires on 03/24/2008 . If you choose to pursue your project, a written request for extension of your application addressed to the Building Official, demonstrating justifiable cause, will need to be received at the Permit Center prior to your expiration date of 03/24/2008. If it is determined that an extension is granted, your application will be extended for an additional 90 days from the expiration date. In the event we do not receive your written request for extension, your permit application will become null and void and your project will require a new permit application, plans and specifications, and associated fees. Thank you for your cooperation in this matter. Sincerely, er Marshall 't Technician xc: Permit File No. D07 -236 Cizj' of Tukwila •w' 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 December 28, 2007 Brad Gehring PO Box 972 Seahurst WA 98062 RE: Request for Permit Application Extension Development Permit Application No. D07 -236 Mechanical Permit Application No. M07 -146 Plumbing/Gas Piping Application No. PG07 -182 Gehring Residence —14836 38 Av S Dear Mr. Gehring: This letter is in response to your written request for an extension to Permit Application Nos. D07 -236, M07 -146, and PG07 -182. The Building Official has reviewed your letter and considered your request to extend the above referenced permit applications. The City of Tukwila Building Division will be extending the expiration date of your permit applications for an additional 90 days from the original application expiration date (through March 24, 2008) as requested. Please note that permits D07 -236 and PG07 -182 are both approved, while permit M07 -146 is still pending. A correction letter was mailed to you on November, 9, 2007 and we have yet to receive a response. I have included a copy of that correction letter for your use. If you should have any questions, please contact our office at (206) 431 -3670. Guy of Tukwila Department of Community Development Steve Lancaster, Director Fite: Permit No. D07 -236, M07 -146, & PG07 -182 PAPernrit CenterrExtension Letters\Pemct Applications \2007\D07 -236+ Application Extension.doc. .Km Steven M. Mullet, Mayor 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 December 20, 2007 City of Tukwila Bob Benedicto 6300 Southcenter Blvd, Suite # 100 Tukwila, WA 98188 Mr. Benedicto, Sincerely, Brad Gehring 206.715.8830 Re: Request for Extension Gehring Property - 14836 38 Ave S., Tukwila, WA Permit # DO7236 MO7146 f` _ PG07182 I OK `dam 1 00: 7 PECEIv DEC 21 10011 I am respectfully requesting an extension for the building permits for the above named property. My request is because my financial institution that I do business with has notified me of a compromise within my accounts. Currently, all of my accounts are being frozen until further investigation as to whom and how this has accrued. Any further questions, please feel free to contact me. 12I7.40/4 CYr 04 to'b 11 -06 -2007 BRAD GEHRING P 0 BOX 972 SEAHURST WA 98062 RE: Permit Application No. D07 -236 14836 38 AV S TUKW Dear Permit Applicant: In reviewing our current permit application files, it appears that your permit application applied for on 06/28/2007 , has not been issued by the City of Tukwila Permit Center. Per the International Building Code and/or the International Mechanical Code, every permit application not issued within 180 days from the date of application shall expire by limitation and become mill and void. Your permit application expires on 12/25/2007 . If you choose to pursue your project, a written request for extension of your application addressed to the Building Official, demonstrating justifiable cause, will need to be received at the Permit Center prior to your expiration date of 12/25/2007. If it is determined that an extension is granted, your application will be extended for an additional 90 days from the expiration date. In the event we do not receive your written request for extension, your permit application will become null and void and your project will require a new permit application, plans and specifications, and associated fees. Thank you for your cooperation in this matter. Sincerely, xc: er Marshall 't Technician Permit File No. D07 -236 Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 i August 10, 2007 Brad Gehring PO Box 972 Seahurst WA 98062 RE: CORRECTION LETTER #1 Development Permit Application Number D07 -236 Gehring Residence —14836 38 Av S Dear Mr. Gehring, City of Tukwila i(.a Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director This letter is to inform you of corrections that must be addressed before your development permit(s) can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the Building, Fire, and Public Works Departments. At this time the Planning Department has no comments. Building Department: Allen Johannessen, at 206 433 -7163, if you have questions regarding the attached memo. Fire Department: Alan Metzler at 206 575 -4407, if you have question regarding the attached memo. Public Works Department: Joanna Spencer at 206 431 -2440, if you have questions regarding the attached memo. Please address the attached comments in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that four (4) complete sets of revised plans, specifications and/or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections/revisions must be made in person and will not be accepted through the mail or by a messenzer service. If you have any questions, please contact me at (206) 431 -3760. Sincerely, 2�QI arshall hnician end File No. D07 -236 P:\Pemnt CenterCorrection Letters \20071DO7 -236 Correction Ltr #1.DOC jem 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 Building Division Review Memo Date: August 8, 2007 Project Name: Gehring Residence Permit #: D07 -236 Plan Review: Allen Johannessen, Plans Examiner Tukwila Building Division Allen Johannessen, Plan Examiner The Building Division conducted a plan review on the subject permit application. Please address the following comments in an itemized format with revised plans, specifications and /or other applicable documentation. (GENERAL NOTE) PLAN SUBMITTALS: (Min. size 11x17 to maximum size of 24x36; all sheets shall be the same size). (If applicable) Structural Drawings and structural calculations sheets shall be original signed wet stamped, not copied.) 1. Please provide a revised site plan design drawn to scale, prepared by a registered design professional. Site plan shall dearly show dimensions and lot characteristics including accurate topographical lines. Identify adjacent lots and streets. (IRC R601.1) 2. Clearly identify downspouts and footing drains. Show where downspouts and fooling drains shall terminate to a designed drainage area with details. Down spouts shall be separate from the footing drain system. 3. On the site plan, identify any existing buildings, slabs or structures. Identify the exact foot print of all including the new house construction. Please note: existing buildings or structures or slabs to be removed shall require a demo permit Demo permit shall be finaled prior to issuing of a building permit Should there be questions concerning the above requirements, contact the Building Division at 206 -431- 3670. No further comments at this time. FIRE DEPARTMENT COMMENTS DATE: July 3, 2007 PERMIT NUMBER: D07 -236, Gehring Residence PLAN REVIEWER: Alan Metzler, 206 575 -4407 Submit a site plan to scale showing exact location of nearest fire hydrant to the house so that distance can be determined via vehicular travel. / joanna Comments I D07 -236 PUBLIC WORKS DEPARTMENT COMMENTS DATE: August 8, 2007 PROJECT: Gehring New Residence @ 14836 38 Ave s PERMIT NO: D07 -236 PLAN REVIEWER: Contact Joanna Spencer (206) 431 -2440 if you have any questions regarding the following comments. 1) There is an extensive concrete foundation system on site. Please contact Tukwila Building Department @ (206) 433 -7163 to determine if a separate demolition permit is needed. 2) Please fill out the attached Traffic Concurrency Certificate Application, fee is $300.00. A Traffic Impact Fee in the amount of $1,013.88 shall be paid at the time permit is issued. 3) Please revise your site plan to include a better representation of proposed storm drainage. I have attached chapter 5 of King County Surface Water Design Manual which covers small site drainage. A storm infiltration trench or a dry well shall be installed. 4) Please provide a cost estimate for site work/ utility work associated with proposed construction and earthwork quantities: cubic yard of cut and cubic yards of fill to accommodate new residence. ACTIVITY NUMBER: D07 -236 PROJECT NAME: GEHRING RESIDENCE SITE ADDRESS: 14836 38 AV S DATE: 05 -19 -08 Original Plan Submittal Response to Incomplete Letter # X Response to Correction Letter # 1 X Revision # 1 BEFORE Permit Issue DEPARTMENTS: Building Division �. Public W Structural , c , T RMINATION 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 ROUTI G: Please Route Structural Review Required REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: Approved ❑ Approved with Conditions Notation: REVIEWER'S INITIALS: Documents/routing slip.doc 2 -28-02 PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP Fire Prevention Incomplete ❑ DUE DATE: 05-20-08 Not Applicable ❑ No further Review Required DATE: DATE: /Ji pi - 1-jit g Division Permit Coordinator ❑ DUE DATE: 06-1 7 -08 Not Approved (attach comments) ❑ Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: DEPARTMENTS: Bui .i I': Division Complete Comments: Notation: Documents/routing slip.doc 2 -28-02 PERMIT COORD COPY �- PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D07 -236 DATE: 04 -10 -08 PROJECT NAME: GEHRING RESISDENCE SITE ADDRESS: 14836 38 AV S Original Plan Submittal Response to Correction Letter # Response to Incomplete Letter # X Revision # 1 BEFORE Permit Issued Fire Prevention Public Work 1� Structural 5 � ' Qb &TERMINATION OF COMPLETENESS: (Tues., Thurs.) Incomplete REVIEWER'S INITIALS: REVIEWER'S INITIALS: Planning Division Permit Coordinator ❑ DUE DATE: 04-15-08 Not Applicable n Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: ❑ Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW Staff Initials: TUES/THURS ROUTING: Please Route g Structural Review Required ❑ No further Review Required DATE: DUE DATE: 05-13-08 APPROVALS OR CORRECTIONS: Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) Ff DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping (� PW ❑ Staff Initials: CO/ PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D07 -236 DATE: 10 -24 -07 PROJECT NAME: GEHRING RESIDENCE SITE ADDRESS: 14836 38 AV S Original Plan Submittal X Response to Correction Letter # 1 Revision # After Permit Issued Response to Incomplete Letter # DEPARTMENTS: B i 'j • ! Iv on Y Public W k Il -r'D1 TERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 10 -25 -07 Complete TUES/THURS ROUTING: Please Route Documents/routing slip.doc 2 -28-02 REVIEWER'S INITIALS: 611 ju(IP Fire Pr ntion Structural Incomplete Structural Review Required 1 DATE: Planning Division Permit Coordinator Not Applicable Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: ❑ No further Review Required DATE: DUE DATE: 11 -22 -07 x APPROVALS OR CORRECTIONS: Approved ❑ Approved with Conditions li Not Approved (attach comments) ❑ Notation: REVIEWER'S INITIALS: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: ACTIVITY NUMBER: D07 -236 DATE: 06 -28 -07 PROJECT NAME: GEHRING RESIDENCE SITE ADDRESS: 14836 38 AV S X Original Plan Submittal Response to Correction Letter # Response to Incomplete Letter # Revision # After Permit Issued DEPARTMENTQ' Ivlslpn t lic orks Complete Comments: Please Route Documentstrouting slip.doc 2 -28-02 ` �' ` �` ►'i� � COORD COPY' PLAN REVIEW /ROUTING SLIP TUES/THURS ROUTING: Structural Review Required APPROVALS OR CORRECTIONS: Approved ❑ Approved with Conditions Permit Center Use Only CORRECTION LETTER MAILED: t I IDI - Departments issued corrections: Bldg Fire ‘1I I ,u( 1-6-O Fire Prevention X Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Incomplete REVIEWER'S INITIALS: REVIEWER'S INITIALS: AV, '7 - fo o 1 Planning Division X Ping ❑ PW ( Staff Initials: Permit Coordinator DUE DATE: 07 -3 -07 Not Applicable Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: ❑ No further Review Required DATE: DUE DATE: 07 -31 -07 ❑ Not Approved (attach comments) Notation: DATE: REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS STAFF 7 t K., IY -1llo a9 041( 041( Summary of Revision: Summary of Revision: ,1 N(, torn -To MIA — GktiTOW f1,0 Pl, Received by: REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS STAFF 7 t K., IY -1llo a9 041( 041( Summary of Revision: Summary of Revision: ,1 N(, torn -To MIA — GktiTOW f1,0 Pl, Received by: REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS STAFF 7 t K., IY -1llo a9 041( 041( Summary of Revision: Summary of Revision: ,1 N(, torn -To MIA — GktiTOW f1,0 Pl, Received by: REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS STAFF 7 t K., IY -1llo a9 041( 041( Summary of Revision: Summary of Revision: ,1 N(, torn -To MIA — GktiTOW f1,0 Pl, Received by: REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS STAFF 7 t K., IY -1llo a9 041( 041( Summary of Revision: Summary of Revision: ,1 N(, torn -To MIA — GktiTOW f1,0 Pl, � FL 4 I PILE GOO) I M& /r09 (fl oIJit-L PIGS' T[ Received by: p d -z p D 6r, Gi i.„..- REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: PROJECT NAME: N � I 46 SITE ADDRESS: I'4 REVISION LOG PERMIT NO: -` to — VD ORIGINAL ISSUE DATE: '►,l 1A ease print T ease print ease print ease print ease print City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: S 1 ' ! d Plan Check/Permit Number: D07 -236 ❑ Response to Incomplete Letter # ® Response to Correction Letter # 1 ® Revision # 1 after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: GEHRING RESIDENCE Project Address: 14836 38 Avenue S Contact Person: Brad Gehring Summary of Revision: Sheet Number(s): "Cloud" or highlight all areas of revision including date of r ; ision Received at the City of Tukwila Permit Center by: j l t S( Entered in Permits Plus on v \applications\forms- applications on line\revision submittal Created: 8 -13 -2004 Revised: Phone Number: CIT op Tt ift . wfu MAY 19 2008 PERMIT CENTER 2o67 1S o 6 71. F' '3 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: I/ - g ❑ Response to Incomplete Letter # ❑ Response to Co ti n # Revision # I r Permit is Issued Revision requested by a City Building Inspector or Plans Examiner Project Name: Project Address: Contact Person: /'/'/q Q y3 Summary of Revision:'7G, C l"f" q� U \applications\forms- applications on linelrcvision submittal Created: 8 -13 -2004 Revised: Plan Check/Permit Number: M.. Steven M Mullet, Mayor Steve Lancaster, Director C RY oFT omtit APR 10 ii ?EA +''" .,ENT% 6eGll2t' �2 S,�J .1 ,Fft., v -- Tay_ m 9d- /ePk Phone Number: gp 10 i / -2 Z A 1) v (- 1/ t 1oo-f fi-; 1-1 f h Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: /l Entered in Permits Plus on (Yl I I, 01 A 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: V Plan Check/Permit Number: ❑ Response to Incomplete Letter # NI Response to Correction Letter # G7 Created: 8 -13 -2004 Revised: 1 ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Sheet Number(s): n I OF b I Tl IZE: SN rGC� T" "Cloud" or highlight all areas of revision including date o revision Received at the City of Tukwila Permit Center by: .` Er Entered in Permits Plus on \applications \forms - applications on line\revision submittal 0 1S Steven M Mullet, Mayor Steve Lancaster, Director REVISION SUBMITTAL I Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Project Name: (� -R,i f∎S k ,11 Ei J Ci Project Address: 14?-,(/) — 9 ?$1 -1.1 PAYE GO . Contact Person: i &lE Phone Number: (i0(o) ` 1 15 - 55TS Summary of Revision: ePIILSIC nF €' T pbacti J 0 U Let.lS,_. • bf • MECEIVED OITY OF KWI/A OCT 24 20071 ''EHMIl CENTER Attachment to Certificate of Water Availability King County Water District No. 125 The following terms and conditions apply to the attached Certificate of Availability ( "Certificate ") 1. This Certificate of Water Availability is valid only for the real property referenced herein for the sole purpose of submission to the City of Tukwila ( "City"). This Certificate is issued at the request of the City and is not assignable or transferable to any other party. Further, no third person or party shall have any rights hereunder whether by agency or as a third party beneficiary or otherwise. 2. The District makes no representations, expressed or implied, the applicant will be able to obtain the necessary permits, approvals and authorization from the City or any other applicable land use jurisdiction or governmental agency necessary before applicant can utilize the utility service which is the subject of this Certificate. 3. As of the date of the issuance of this Certificate, the District has water available to provide utility service to the real property which is the subject of this Certificate, and the utility systems exist or may be extended by the applicant to provide service to such property. However, the issuance of this Certificate creates no contractual relationship between the District and the applicant or the City, and the issuance of this Certificate may not be relied upon and does not constitute the District's guarantee that water utility service will be available to the real property at the time the applicant may apply to the District for such service. 4. Application for and the possible provision of District utility service to the real property which is the subject of this Certificate shall be subject to and conditioned upon the availability of water service to the real property at the time of such application, as well as all application for utility service, including conservation, water restrictions, and other policies and regulation then in effect. Applicant's Signature District Representative a0'1- 23 Date ‘/.2 0 Date 6/a0/0 RECEIVED JUN 2 8 2007 PERMIT CENTEh a ner i fo b ; , ,r: { r`, Age /eon ='ot •.e1sol1 y y ➢ y s Name: a d G V fr r 1� Name: Address: �� on 0 )mi_ g' O Phone: p 116 D.O hone: CITY OF TUKWIL4 Community Development Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 Permit Center /Building Division: 206 -431 -3670 Public Works Department: 206 - 433 -0179 Planning Division: 206 -431 -3670 This certificate is for the purposes of: gi Residential Building Permit ❑ Commercial/industrial Building Permit ❑ Rezone Owne Agent Signature Part13- TO bye ;completpdby dater, ut lIW ti:kt 1. The proposed project is within T k W z la. \applications \water availability (7 -2003) Printed: 9 -16-03 CERTIFICATE OF WATER AVAILABILITY Required only if outside City of Tukwila water district ['Pat be completed b applicant` Site address (attach map and lega de cription showing hydrant location and s ize f main): (L83& 3 S wue .. �. �,I��,.�i $1.10S ❑ Preliminary Plat Estimated number of service connections and water meter size(s): Vehicular distance from nearest hydrant to the closest point of structure is ft. Area is served by (Water Utility District): AJ/A- I hereby certify that the above information is true and correct. k i a r % N !s LA) i4 - /2 G oC u i • >� 10'7-zap PERMIT NO.: ❑ Short Subdivision ❑ Other Date 2. No improvements required. 3. The improvements required to upgrade the water system to bring it into compliance with the utilities' comprehensive plan or to meet the minimum flow requirements of the project before connection and to meet the State cross connection control requirements: (Use separate sheet if more room is needed) 4. Based upon the improvements listed above, water can be provided and will be available at the site with a flow of / 0 02. gpm at 20 psi residual for a duration of 2 hours at a velocity of / 3 fps as documented by the attached calculations. 5. Water.aertability: Acceptable service can be provided to this project Acceptable service cannot be provided to this project unless the improvements in Item B -2 are met. System is not capable of providing service to this project. IS zns C Wrt-rE D i Si: t2.5 9 A en /Phone ZD 6_ 2 . q Z— 9 5' 7 By (City /County) RECEWED JUN 2'8 2007 PERMIT CENTER Co — B7 Date Fxp; C � — /2. — os3� Part A: (To Be Completed by Applicant) Purpoosepf Certificate: U Building Permit ❑ Preliminary Plat or PUD ❑ Other ❑ Short Subdivision ❑ Rezone Proposed Use: Residential Single Family 1:1 Residential Multi - Family ❑ Commercial ❑ Other Applicants Name: Batd6 Phone: 240 - RS- kg Ca Prope Address or Approx Location: Tax Lot Numbe _' - 72-56 - a2) 4 , /.So . , Legal Description(Attach Map and Legal Description if necessary): Sit—, "ndv Part B: (To Be Completed by Sewer Agency) 1. lig a. Sewer Service will be provided by side sewer connection only to an existing ? size sewer — 0 feet from the site and the sewer system has the capacity to serve the proposed use. OR ❑ b. Sewer service will require an improvement to the sewer system of: Cl (1) feet of sewer trunk or lateral to reach the site; and /or ❑ (2) the construction of a collection system on the site; and /or ❑ (3) other (describe): • 2. (Must be completed if 1.I?_above is checked) ❑ a. The sewer system improvement is in conformance with a County approved sewer comprehensive plan, OR ❑ b. The sewer system improvement will require a sewer comprehensive plan amendment. 3. ❑ 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. RECEI 4. Service is subject to the following: PERMIT: $ a. District Connection Charges due prior to connection: JUN 2 8 GFC: $ SFC: $ UNIT: $ TOTAL: $ PERMIT CI (Subject to Change on January 1st) King County/METRO Capacity Charge: Currently, $5195.65 /residential equivalent, will be billed directly by King County after connection to the sewer system. (Subject to change by King Co /Metro without notice.) b. Easements: ® Required ❑ May be • , � c. Other: May re y vi(re re, �io Si i(TIM0 , e$$ cicta 1 -se l ine, Must be e_volce/ 'car jt aded if.riecCho t By Y1 ,41 11 ?rl P,1 a y i fI CERTIFICATE OF SEWER AVAILABILITY /NON - AVAILABILITY esidential: $50 14816 Mili' y Road Sou t_hl P.O. Box 6.450 1"" Tukwila, WA 98168t— Phone: (206) 242 -3236 Fax: (206) 242 -1527 Commercial: $100 Certificate of Sewer Availability OR ❑ Certificate of Sewer Non - Availability I hereby certify that the above sewer agency information is true. This certification shall be valid for one year fro t he date of signature f pe.o .c.v.ric..,.. , /Woo . /0 Title / Da DO 7 x.3 � 2007 = NTEr 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 in ( "Property"), which is in the District's service area, for the sole putpose 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. 'Fhis 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 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 sewerservice 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 1 have received the Certificate ofSewer Availability/NonAvailability and this Attachment, and fully understand file terms and conditions herein. e . Applicant's Signature • ATTACHMENT TO VAL VUE SEWER DISTRICT CERTIFICATE OF SEWER LABILITY 6 to Date STATE OF WASHINGTON) ) ss. COUNTY OF KING ) 23RA D Le CITY OF TUKWILA Department of Community Development 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431367o FAX (206) 431-3665 E - mail: tukplanC ci.tukwila.wa.us TL- states as follows: ase print] Owner /Owner's Residing at AFFIDAVIT IN LIEU OF CONTRACTOR REGISTRATION Permit Center /Building Division 206 431 -3670 Public Works Department 206 433-0179 Planning Division 206 431 -3670 PERMIT NO: V0 "1 , AA/ 1. I have made application for a permit from the City of Tukwila, Washington. 2. I understand that state law requires that all building construction contractors be registered with the State of Washington. The exceptions to this requirement are stated under Section 18.27.090 of the Revised Code of Washington, a copy of which is printed on the reverse side of this Affidavit. I have read or am familiar with RCW 18.27.090. 3. I understand that prior to issuance of a permit for work which is to be done by any contractor, the City of Tukwila must verify either that the contractor is registered by the State of Washington, or that one of the exemptions stated under RCW 18.27.090 applies. 4. In order to provide verification to the City of Tukwila of my compliance with this requirement, I hereby attest that after reading the exemptions from the registration requirement of RCW 18.27.090, I consider the work authorized under this permit to be exempt under No. 12 , and will therefore not be performed by a registered contractor. 5. I understand that the licensing provision of RCW 19.28.161 through 19.28.271 shall not apply to persons making electrical installations on their own property or to regularly employed employees working on the premises of their employer. The proposed electrical work is not for the construction of a new building for rent, sale or lease. I understand that I may be waiving certain rights that I might otherwise have under state law in any decision to engage an unregistered contractor to perform construction work. Signed and sworn to before me this 1� day of ( % 2 0 O /� iai NOTARY PUBLIC in an °for the State of Washington , County Name as commissioned: U ti: / h4/\ aft My commission expires: 5 / 1 1 - l C 18.27.090 Exemptions. The registration provisions of this chapter do not apply to: 1. An authorized representative of the United States government, the state of Washington, or any incorporated city, town, county, township, irrigation district, reclamation district, or other municipal or political corporation or subdivision of this state; 2. Officers of a court when they are acting within the scope of their office; 3. Public utilities operating under the regulations of the utilities and transportation commission in construction, maintenance, or development work incidental to their own business; 4. Any construction, repair, or operation incidental to the discovering or producing of petroleum or gas, or the drilling, testing, abandoning, or other operation of any petroleum or gas well or any stirface or underground mine or mineral deposit when performed by an owner or lessee; 5. The sale of any finished products, materials, or articles of merchandise that are not fabricated into and do not become a part of a structure under the common law of fixtures; 6. Any construction, alteration, improvement, or repair of personal property performed by the registered or legal owner, or by a mobile /manufactured home retail dealer or manufacturer licensed under chapter 46.70 RCW who shall warranty service and repairs under chapter 46.70 RCW; 7. Any construction, alteration, improvement, or repair carried on within the limits and boundaries of any site or reservation under the legal jurisdiction of the federal government; 8. Any person who only furnished materials, supplies, or equipment without fabricating them into, or consuming them in the performance of, the work of the contractor; 9. Any work or operation on one undertaking or project by one or more contracts, the aggregate contract price of which for labor and materials and all other items is less than five hundred dollars, such work or operations being considered as of a casual, minor, or inconsequential nature. The exemption prescribed in this subsection does not apply in any instance wherein the work or construction is only a part of a larger or major operation, whether undertaken by the same or a different contractor, or in which a division of the operation is made into contracts of amounts less than five hundred dollars for the purpose of evasion of this chapter or otherwise. The exemption prescribed in this subsection does not apply to a person who advertises or puts out any sign or card or other device which might indicate to the public that he or she is a contractor, or that he or she is qualified to engage in the business of contractor; 10. Any construction or operation incidental to the construction and repair of irrigation and drainage ditches of regularly constituted irrigation districts or reclamation districts; or to farming, dairying, agriculture, viticulture, horticulture, or stock or poultry raising; or to clearing or other work upon land in rural districts for fire prevention purposes; except when any of the above work is performed by a registered contractor; ii. An owner who contracts for a project with a registered contractor, except that this exemption shall not deprive the owner of the protections of this chapter against registered and unregistered contractors. The exemption prescribed in this subsection does not apply to a person who performs the activities of a contractor for the purpose of leasing or selling improved property he or she has owned for less than twelve months; 12. Any person working on his or her own property, whether occupied by him or her or not, and any person working on his or her personal residence, whether owned by him or her or not but this exemption shall not apply to any person who performs the activities of a contractor on his or her own property for the purpose of selling, demolishing, or leasing the property; 13. An owner who performs maintenance, repair, and alteration work in or upon his or her own properties, or who uses his or her own employees to do such work; 14. A licensed architect or civil or professional engineer acting solely in his or her professional capacity, an electrician certified under the laws of the state of Washington, or a plumber certified under the laws of the state of Washington or licensed by a political subdivision of the state of Washington while operating within the boundaries of such political subdivision. The exemption provided in this subsection is applicable only when the person certified is operating within the scope of his or her certification; 15. Any person who engages in the activities herein regulated as an employee of a registered contractor with wages as his or her sole compensation or as an employee with wages as his or her sole compensation; 16. Contractors on highway projects who have been prequalified as required by RCW 47.28.070, with the department of transportation to perform highway construction, reconstruction, or maintenance work; 17. A mobile /manufactured home dealer or manufacturer who subcontracts the installation, set -up, or repair work to actively registered contractors. This exemption only applies to the installation, set -up, or repair of the mobile/manufactured.,; : ' a t'w, re manufactured or sold by the mo ,' s • ,, , ' ct � 'y�,; home dealer or manufacturer; ; •' o r ; • • e) 18. An entity who holds a val l tie'" tontr c$i.'s license under chapter 19.28 IOW th envie j c ertified journeyman electrici , a Fertartile specialty electrician, or an elecipko traQec. requirements of chapter 19.281b W to perfornrt'�O plumbing work that is incidentally(dt'fectly,;rAid immediately appropriate to the like -in -kind. • replacement of a household appliance or other small household utilization equipment that requires limited electric power and limited waste and /or water connections. An electrical trainee must be supervised by a certified electrician while performing plumbing work. BUILDING /PORCH 1,650 SQ. FT. WALKWAY /PARKING , 481 SQ. FT. LANDING 9 SQ. FT. TOTAL IMPERVIOUS 2 T , 140 SQ. FT. LOT SIZE 7,694 SQ. FT. BUILDING FOOTPRINT PERCENTAGE 2 NOTE F NO EXISTING TREES ON THE BUILDABLE AREA OF THE LOT NO. 0 0 0 a DATE I 4" PVC PIPE FOR 4" PERFORATED PVC FOR FOOTING BY NW1 /4 OF NE1 /4, SEC. 22- T23N -R4E, W.M. EX. CONC. DRIVEWAY /SLAB TO BE REMOVED 3 n N 0 z EX. POWER POLE 0 i O ¢oF D ' ' ° 1.0X 54 D(p � ' t � � r 4 f a Y = o0TI� /�iif�/ hG SLOPE - ( REVISION DESCRIPTION 30.0' SILT FENCE (TYP) csi I) A A 0 1 DO f /DD iT,oA/At p g kie* CG.r s z., ' 4 A P. Ru, - \ G4 191 P� ° -'-- ' 4' Ile ) 1-1 , \ 4 l r i 0 A) ■ LNG W61 ME7e� 1S hc r; Now S. 150TH STRE _ T JOB NO. R07106 'DESIGNED BY: DRAWN BY: CHECKED BY: I PROJ. MNGR: 0 02.90' N87°57'33'' o ! 1 o f , o o 6,5T EET DIA. DWI WELL FOR FOOTING DRAIN ° & ROOF DRAIN (SEE DETAIL THIS SHEET) 1 EX. FIRE HYDRANT H. H. PHAN PLAN HORIZONTAL GRAPHIC SCALE 10 5 0 5 10 1 inch = 10 ft. . ISSUE DATE 9 -3 -2007 H. H. PHAN A. T. NGUYEN A. T. NGUYEN T'tK.utuer I N5Pecri ° 5Eiticie p 1 �IARD\ DRAIN 7 SEE NOTE 1 t /6 LF \ 4" PVC PIPE\ (MIN 5 %- SLOPE) \ FO47 , r DRAIN 64.29 ' 1481°10'52"E EXPIRES 07/22/09 • Q I • I CD EXPIRES 09/13/09 12 LF MIN. 4" PVC (MIN 1.0% SLOPE) 8 LF 4" PVC PIPE (MIN 0.5% .SLOPE) ROOF DRAIN CLEAN OUT tr)\ En 0 c � z 'Lb LEGEND Q 0 PROPERTY • LINE B.S.B.L EXISTING PROPERTY LINE YARD DRAIN CORNER SET INFILTRATION TEST SILT FENCE CEMENT CONCRETE 1 " 7 PROPOSED RESIDENCE TAX PARCEL NUMBER 9572500040 OWNER BRAD GEHRING PO BOX 972 BURIEN, WA 98166 SITE DATA INFORMATION LOT SIZE: 7,694 SF. (0.18 ACRES) LEGAL DESCRIPTION WRAY ADD VAL OF EACH LOT INCL AN UND INT IN TRACT A SUBJECT TO EASEMENT EARTHWORK VOLUME ESTIMATES: LOCATION • CUT (CY) FILL (CY) HOUSE DRY WELL NOTE: 50 7 1. SEE CITY OF TUKWILA • DEVELOPMENT GUIDELINES AND DESIGN AND CONSTRUCTION STANDARDS SHEET DS -03. These plans rt � have nt been reviewed by the for conformance cc � th nt Works Department City standards Acceptance is subject to errors and omissions which do not authorize violations of APPRO do ed standards or ordinances. The responsil'ilit ( 7 of the design rests totally with d Additions, deletions or revisions to these dr awings after this date will void this acceptance and will require a resubmittal of revised drawings for subsequent approval. DRIVEWAY Final acceptance is subject to field inspection by the Public Works utilities inspector. Date: ®� By: 3A S\Z1 \ 0 0 HOUSE Land Development and Civil Engineering • Consultants 650 South Orcas Street, Suite 214 Seattle, WA 98108 T (206) 658 -0125 F (206) 658 -0127 www.THECONCEPTGRP.com ROOF DOWNSPOUT —CLEAN OUT ROOF. DOWNSPOUT FLOW the OVERFLOW SPLASH BLOCK FOUNDATION NOTES: DRAIN LINES TO BE SEPERATE AND TIGHT. AND OTHER FITTINGS AS NEEDED. ROOF DOWNSPOUT FOOTING DRAIN FLOW DRAINAGE DETAIL SECTION A—A r SCALE: NONE YARD DRAIN SEE NOTE 1 DRY WELL — PLAN SCALE: NONE FINE MESH SCREEN YARD DRAIN SEE NOTE 1 15.0' MIN- 6.FEET DIA. HOLE FILLED WITH 1 1/2" -- 3" WASHED DRAIN ROCK MIN. 4" DIA. PVC PIPE TOPSOIL \ DRY WELL — SECTION SCALE: NONE SIDES OF HOLE LINED WITH FILTER FABRIC BRAD GEHRING RESIDENCE 14836 - 38TH AVE SOUTH TUKWILA, WA 98188 SITE PLAN 4" PVC DOWNSPOUT DRAIN LINE RECEIVED CITY OF TUKWILA MAY 19 2008 FINISH GRADE FILTER FABRIC BACKFILL PROVIDE •12" MIN COVERAGE OF..DRAIN 'WITH CLEAN 1 1 /2" 3/4" WASHED .ROCK FILU COPY Permit No. r •• r te.. n ,.. , w , �� ^1 I' c �t�r, A F .,,M, W " ._ : ? err= aid 4" PERFORATED' PVC • 100 f'IN.G PROVIDE CLEAN OUTS, ELBOWS • 8 17 /1" -- 1<5 ' 6 FEET DIAMETER ��% )( HOLE FILLED WITH ^fi • 1/2 — 3 WASHE�DC^ DRAIN ROCK . " C ' 4—\�:C`f copy: W p Pb . Iipp o , UANc� UN ' 3 2 008 Aed l OVet/Pow atliAL teuxt/v -41Aitm 000 srat 4-111641 M MARK CENTER OF HOLE WITH 1" CAPPED PVC OR OTHER MEANS FLUSH WITH SURFACE 7t;.\ et: MIN. 1' ABOVE SEASONAL HIGH GROUNDWATER TABLE REFERENCE SHEET NO, SI SHEET 1 OF 1 SHEETS CORRECTION -20- I_' , LT R #�� T PERMIT CENTER RE\'tSOM NO L..... ..14 >.: ii;. r . .i . ,, ,a f'• g .-_. ..-,,' E 04-, 6- g 3 07: cs_ d 4 + ''' & •-.,... L IA - 45 - 74 0_ _:: 43- 1i ; 4 .0_ : • i :- ..,..,. : . 1 -. T : 1 : 4 1 1 4 , ...:.'''' ' 3. - 70_ ■ °- Pi +. .i.. 0 0 C -P .4 ' +a 4' ia - -qr., a' ti d Oqj 1 : • I:4: -5: C CL-12 7 ., ....-..;, u+. 2. c z-i- -s... .2 t 2' '' - a 1 61 . 13 .- 1 - s... 'clu 4. - " ?. f.. .5 ■ 5., t : z sr. st_-_-. d Z g_ . u g:It -fi-h 1.... : 7 , ..15.: 0 -0 ....4 ., c ;; • -00 0 1., 4 c 4,-„,.c-4 5_ -- J. '4. _c ' '4 6 u d L ek. - 15 h_ C- O IS Illit 11117"1111111.1 l'41-1 ?mows "-. ' —.—= "alIP J 1 - 1 61111110 . OMR REIM I sal N Fmr,_ Z ‘7111 Ems ow' REM WIWI EA i 1 :_me itip grAp En SIUSIP• .• ' mi• gp mob, �%I mirt raid BMW ; 111111111111111.111apsararasmes. . . EL : I.111 III. d 111111111=1- —..1=1111.1111111111111MEMI ______■• -,:_ Air ..1<:li 1.1.11111MIP2Ndiailia 111111 00000000 ,za,r.„1*„..0 -."°15""i ii.MIMMIMMIIMMI Eiranraiii Iiite - F.AZI I om 6511112NOM 111PMF2EVII a - SaieWAte -- ..im 1 SIMICIPil • FALIENIM 1 - III ; EIPIEVAIIII IMINIEVIVC i laii0161111 1 1 - 0 ' maindam 1 _ PI�N Inc Reserves Al E Legal i.gtictT."6tvlat.eir-i al On This - .Sheet. jeCt • b . • • •—•;•• • ,".• . . • APPS TO . , . ....... %to „:„±:„,..• • ff‘A)NPATIO'N...•••VW7ILAT710N• " , scREENEp rou4Ncrial ..7....f*....•'.!:--.1,1,iR11:.,,-...,.z..-ri.•::_y\t I T IE, ..••• : . • -•_•:.......:,•/.4,,,1-....,N1!... . ••' L ,., ' - • - r . ". - '. '..,, ,., • .. !C, : • • - =: '''1=!17.,.7. ..-.,'-'...'-..:.,J.::5..0.1.: x114..,.. . .. ::. :•,.,, ,, , , , itqs•.--'INgr:'"'W'-:P:•iii4'',:;'r?'i,...-'.'--.-'t-A-•'''•••••:,AtAf.H•'f?•P'7•-.••• '.....-:-.-,..-,•-•::::.'•: ••':.•:--'il•7•'.:•'/A00Q1T:•.ii:broi'l7:t6'.-.':•*.141 '.1PC711ZAt-l:.:.]:1:NtIT-•AL:12.':HA • -'.•=::'::';-.• •s; ,•', .•:.,,T•;i7,..;::';-ANOtqK.,, .--'-.,---::,-.K.b*ILES tt,1,•:.0,4'•':-.WL....1..W*:;",:..!1±:...,- -:•:.7.,,::."?:-.........-..-. '''':.'"''''':"*' •..'.........7.J,....,::.: ..'".-...11i!4-gt*H';;'.E'....A1.:'‘'4.;Of*00±..".ef."...?kilf 6.. . ,,,., ••••• , '...::.:? . . :.''...-. ',.: -,:'...:•:.::!;,.' 117)S/P.-y.".-., gi• .F'bR.1.1\4q.P.,i . .',',::., — ,.;.7'i...;''....''',..";•,e-mo..."'• ••. ..:' .' ,.,,,,it.0.,-fIN .- • ..0.).. • :"."-'..2...;P;....,.',,,...:":.•!•..±........"'-'."E'"i ::-.- ,f.;,01H-''"'1."..,:.--:••- -....'. - -:.. .'•-.,*-..''.tAL -,....-.. ".••• • .4.:.; ••;f:...F1),:•:',(tiN .. •, • ••: , , , ;:c„15 ) ' < : ' i • .- s• ., •,,,.. ,..-.2 - 2 , ..>. , : - ,.•::•'.' ..,; . :2- ,,.•.,,-1,-- ,.,.1.<4T.-. ••••,A,•:?..4:,..TO, •,1-1AY:•:•:.?.-, -......-•,,,:,::;',.-..:7:,:•'.':--..-: -'.' '' 1...T62' '-.6kAV-k.'T'::17.•'•71-.. -'• •-•• • •', •'''' ..';''''7,,•-•:•••••Ii-i.ro••''''.,...'•••••;:'6?-.;....p-AEl\tiL7N,=,„, • - .....: • .--. . ' ' '...' ''' ' ''. ' :' : '''• C, ' ' • . TE.: ' ..• . . . 'OARR ' •• • . " ' .: • • . ' '..:' .L■•r, •'•'..: .' ‘■.;‘. : A . • ..RE .• . ....'• . . 11-17"- :.,,,...-. . :. ::!...k."/•._:{‹...,-.,.; ....4?-••••• '' ..a.N • .." •-• :'.1',VAP°1_,.....„....-".'''''."•:-: 06R :• -.... e r • 1 „..:...:.,,..,...;..,. :,..A‘,Z4..- x /50 EF1\1.. . , .,.. .-,:r..... .. ....:8‘ .9 ...... ,.... , .,,, ....... . ., . ,- - 7•'::4'...:::,...'6, - -.-....::.15[..90s .'y -....,-.77.„..vbiry.,..-, -.170g1■1-r.l.z1......,.......,:i,.. ., ... ' ' "•"' ' '".. YCQN7r. TO ••6701 :•:.•i i■AIN " ••=';' - AWAY ..-:,,•-•‘:-„•:. ''.- '•'•-•-•'-'' ••••4',-.,-;:;. .4W., ,--AT-toNt. af-1"1.-,......•,---,':.t.,;•-:-..:-;2:.,-;.•:;..:,...Y,,i-',•,,-,=,•••,:-.'-:5-. • - • je? , - , : . , , ,.-c':• , ;.•,.: ,..,.,:..„.... . - .::„..:•;:::fi;:,:••::!••••A ,...,i,;:r:u.tx•-."-, ,...,:.""..•''..s.TO .'• . i .,1 •.-.. ': ;-:•.--,-...,• * MIN 'f‘ •-••••••„,,,..-•,.• •-••-• :,-• • - • '••• •-•,•-,.,: .t:! ,.,,,...,•:::.,...,,,.....:•„. ■ ..•:••6ARA • N/A • UNIT ,. „.. . MAIN li.ii2 '' , '1110A `, ,- FT: LFFER - FL,2• e 6R ' ..,-: , 2 '10(735 , _ . „ ... Loits/R:i fLoo R:': _I..- N/A ,- LI'JFINIV7 N/A , Fl '1"41-51, T TO I . , . • • , 114 • • „, ••. FfkR TO iag•,•• •• Au- rial--•". * EE -J ThRaks1 • . • - 3A F6R T. • ALt. (uNi2). • ALL :101 • : posr motvi‘ .LitEIH, ALLE ftAT • T- IN ALL .16E • . • 'w1THIRpT)12 . "' • • : • IN T..... Y • ' :••••'; r' - Tistifp pept. PPV otAtip' .:AL:tARR._,woriLLY,ENetslAN-rNor Nerigp wabouT011 A1W -1( og MITW . „ rizAis,e - ' , "-etlADE12 -AREAS ALL PEAMS- mociciNel OVIPS * , , • R =R TO FAMINS PLANS MO ShEETS SI TH fu. SA FOR Th'F'I6AL '61■15nZt,001■1 ANP PE . • • • • • • ••• •• • •• • • • • • • 1 • .../• • e • • • • • • • • • • • ■• • , • 1. • • , 1 • ••, • -• ..-••••• •' • • " ..•n• .• • ••.: ..., • •• • •,- .=•• • -••, -•••••• • • . •• • • • •, •1 WEATHER ... .PROTECTION . ._1:/NPER 1DF MATERIAL & • • •••• •••- • •2• • LI. • _ • •• • 7 EXTERIOR 117INO. - • - '• TYPIG WARM WAL-1-5: M__OCRS: • • -• •••'t No changes shall be made to the SCOpe -- of work without prior approval of _. , 2 2 , -. e t t - ' Nom R r obnottat ERWISE N • , - e • , . • , ,. • • , L • / 1 - • ,T .••• • ..1-• • ••••• ••• • ,• •• • ' ' , ••-• '•• • - '• • IND and may include additional plan review tees. • I, nwfl • TYPE_ yktiNpov(lAFE,..N . ;.1 • It• _ „ 1 I '1.1.i 1. L:O ••"'""' " ffT 7 X0 - X0 X0- = TOTAL;LIVINS,• 9;PAGE 3 '2;2- 0.9 OC-:AZINS • 55-83 OW IM FAN wrn-i 2.4 tictE. TIMER %/ITCH Hor wire , r2 'INCEP.C.UPPOCR" FOO. ' •••• PA.55AM TYPICAL KirgittN 1 " looaM .„_ •■• • . • •• • • • . • 50C-FIA LAUNPY FAN 5 ° 61 M sr FAN a ',..'141NiNgivf Me KITCHEN FAN - (I) " 4161..E.:1 FAN • 56 SYMBOLS GEN Reg TO 6-3A Fcj th R16T-1 ilaiEK, TO MICON.,%4 Giq -nts FoR AIJ_ ittAtEIKW, REFIERa/CES • . •. , • ._, • , •:.,REFW". :F.T.Poopero rOg. NAtiNei- . Fifk • PAM IF, NO IN FROVIDeD .. • •■• • ••• • • • • ::•-•5••••''''.. • , • •• ' , . II . 170.66 To ros.ect4t ion . • • • S • .... • of TUkWila " 31 . 11101 Na' :•.;" ; .• - • ... • • • • • „ OLPNO • Nstgi.tkEtir:•-e* ERVIGE...• • ARE'; . • R.VviAtI • Cr ..aZAW. UM(1157): , :ra • Ti . YEAR or, FIRc.11AsEK OKLY A GPEC.Ft•C'N..nisttle:ii ,„. • , WRIrrth-..."..• • wU- •".F.133M15516N":: Cr'T eN, it■FrEPEP-...6k„ INMINeffreN1 WITI • tp2.TO....Coei,o00.049-,._ UT Ttir:SE • - ;:1711M151.16N5Amp:.•cavirtow..; . .FIERT 7 AININO 'Ta flE 1E5.fet4;: IN MUST NQrIEP r . 01:f.:7111E5:; GON1lAGTC1R...51 L•=mcEpt: MIL RF-5PONSINLITY::: rOR"! :"' EVENT ••ii■er 'LjAPPTY • 16' .-;:•:•f- • ", ?AIR FQ,g: •• •( • pv;siptv".: • rgC;pw1",:.' .s] .• • I I••EN 1••1111 1111M1111 11111111111 •EM tuummei • i mmeni lisa nni =II: gni= urns immoral= MINA 111111111141 11111111111: 1111111Nal 1121111111011 MMIR — -I- Iry -1 1.112111N111 11111111111 Nation Wide Toll-Free 1-87706423675 • fort.h;..<0 sheet as in Str'grien tre- tif.. -6 specified prejett..lci.'trer:sons naed h nO - ;.for , .conStr 're.use permisis1011 * 106;VOil i:10e#0.0en et over • Seated ceneriSione;fl Verlf If ondItio pert Striln:g;:to 4 hir WorkOrkir th proc.dIno she 0i:instri±dttsP::. S. tide., -; ditienelone • „ , • , • , ••'" • - " • •,: • • • • , • - •.•,. • • • • • ,:In Res g, I ,,.. Appliances located inside living space. (IRC M1703.2, M1703.2.1) Combustion air: Outside combustion air shall be supplied through openings or Openings shall have a free area of at least 1 square inch per 4,000 Btu/hr total input rating of the appliances. (IRC M1701.4 Exception #2.) Appliances installed in an enclosure in which all combustion air is taken from the outdoors, the enclosure shall be equipped with a solid weather stripped door and self-closing device. ducts. One opening shall be within 12 inches for the top and one shall be within 12 inches of the bottom. (IRC 303.5) Air exhaust and intake openings that terminate outdoors shall be protected with corrosion- resistant screen minimum open size of 'A inch or maximum '/2 inch... and protected against weather conditions. • • • The th-atns d pLons .:6 .-, on, Jn. ! Use of oI the r awing s: a specified pro jec t: - if or :pars hereon rid for the oi)strUctiorl of or bulldI,g. Any use or reuse prohibited p r0160 dImensons On ?.thisi:::,tiraivIrig..sh01;: have pt-e cederic 61, over.•:s Cal d eiensiotiei:.•,.i shalt verPy alt PrPreedInb to ;the ...COriStructlori hia.Se:-.::-1 DPS191"Virrl:. 'PIUS b e notified of arijoH.uarlations..•.• andei!.)Coricitt 1114 e •.itir1.1 these Ora wIngt;:•-06iC41.4c h 1st I[OPs SF*C Pe' resolyed by:: • dontro„ctsir rectiF9..::ssmg ' • - : . • The. • airy/Ingo and : plan5:- set • qbrthon thlk. sheet as Instruments of ser v rce are; old sbat reiianThe property Crane . De stgri,.Inc. PS - of... drawings Is 'nited to a :.sOeci fled lorOject • for:;persdns.:- named here ori,. constelicttob:-tof . 1 On uI1cln9 Any us.eV or reuse. of. AIcij drwIrgs' Is : StnictlY . _ prohibited without the Writ teri:. perntseton of ._Crane :Desim ten :.dinenslons on Mks ctOawIng shatl: have P reOkience-: Over:, Scaled ObleneIon ContraptOr shalt all V OlhensOns alrdng iD the work .prior to proceeding .19::.the. conetructIOn,:: phase.;J:Crank.; De sk" ut be. noiIf :A.3f.anY v�rItofls froM V thC dlrnen d'Air...condllfons:::.: showr1: these .dra.wirtilSJ anot''auch:_vertatlons Sh�VC& i-escptye Crane ............. oraCeedrnbkwitb the work or ihe V cOntractein Shalt .aete :reSoontJbllty coss to rectif y Same. • t3) . 0• 0: , 0' • cn cb - 0 C C . : cir6iPo OLetc1.-: p; n ;• oet frTh • 90 - shoo.* o Intrtr4r-9-Trit service 0.re ;:.; ori horer�Inthe proper Cieeit Dello c. Uee 0J:the'. :91riorlive p erisbrit rk4r1ed • .f.or f•-..7erje-:$ 010ilticK. 'Any ..Uete ol. ale:- dr t■illrigio' Is iteLletty....pPhiPititi wlthou* ' :the. 4rliteh:. Permit Ni0h o . P 4 ,03110, otaod dIiIor Cko eh hit yOry:, tiile#,.cier.,"6.6 115ht;. pt1flIn. c they if.)rk:pr„,lot,.-T to V pOPeliectir4:to the= iltoiehtla ne.0 he or'- be tiezety:# 40 - I a, f*60 00400t.00 : eeePPh011iillt ■ , • S., , , , e • • • V V • t.4.W.0.6 kiwi ffe.;%!.659.65•:02Z The:: dr awing s:Atr.11:1 forth; pn sheet:- as. Instruments o f.: se rnilce are;.460;:shati,,renstrl ';thoi.. oC,-Crisne'DesIgn;';Inc U s e of drawIngS.-, Is ',•Unit ii:specifled:preject•for: persons c noned flereorii. .constru ctIon'. f•:•one.. ultang Any use or:: reuse e, bf,: sId drwIngs I strict ly, The writt en .POrwiliSion'. Crone D esIgrVi;, Inc, Writ teri dinenslons:'ph; this: drawing precedence..oven^scpled cIlmensIgns; • verify :-•- dimensipns :1:1t•idlcr.; 1 proceed The ecin*te uctliorC phciSee Inc,;:must, ; be no•W!Ied of any ArseiptIonsfeon', tyle:.•dinenslons .6nd/cc cond1 showiicn t hese': .ptrcisings; and , suw,yarlo,ttofis ; be resplyed •4?y;,-.: pear*: D9i9fl rc prIr o pr aceedlno • .with,...the.14iirk,... or th contractor sh4U iaccePt:#1:4L,HesponsIblity.foe.C6Stsz:tii..eittlfk.:,sciiiie.. 4 :1 I • . - .„ • .2 I. HOLDOWN SCHEDULE MARK MA R K (SIMPSON) WALL STUD ANCHOR . BOLT NAILS /BOLTS COLUMN NAILS /BOLTS H1 HPAHD22 (2) 2x HF STUD (16) led SW2 15/32 " . PLYW'D _ ONE SIDE 8d 0 4" o.c. H2 STHD1ORJ (2) 2x HF STUD (28) 10d 15/32" PLYW ONE SIDE USE STHD10 AT NON --RIM JOIST LOCATION 16d c 0 4" o.. H3 STHD14RJ (2) 2x HF STUD (38) 10d 8d 0 2" 'c.c. NOT USED SEE NOTE 5 H4 PHD2 (2) 2x HF STUD ( SDS Y #" x3" SCREWS SSTB16 NOT USED 115 PHD5 - (2) 2x HF STUD (14) SDS Y4" x3 SCREWS 55T820 NOT USED 1 PHD6 (2) 2x HF STUD 08) SDS 4" x.3 SCREWS SSTB28 NOT USED H7 HDQB (2) 2x DFL #2 ( SDS Y" x3 SCREWS SSTB28 NOT USED SHEARWALL SCHEDULE 1.2,3,4.6;7,8 MARK SHEATHING . SHEATHING EDGE NAILING SHEARFLOW NAILING REMARKS NAILS /BOLTS SW1 N SID PLYW'D , ' ONE SIDE - .. Sd 0 6" o.c. 16d 0 8" c.c. T2 SW2 15/32 " . PLYW'D _ ONE SIDE 8d 0 4" o.c. 16d 0 5 1/2' c.c. SW3 15/32" PLYW ONE SIDE 8d 0 3" o.. c 16d c 0 4" o.. SEE NOTE 5. NOT USED SW4 15/32" PLYW'D ONE SIDE ' 8d 0 2" 'c.c. 16d 0 3" c.c. SEE NOTE 5 NOT USED 5W5 15/32" PLYW'D EACH SIDE 8d 0 4" o.c. 16d ®5 1/2* c.c. 2 ROWS SEE NOTE 5 NOT USED SW6 15/32 PLYW'O EACH SIDE 8d 0 3" o .c. 16 d 0 4' c.c. 2 ROWS SEE NOTE 5. NOT USED SW7 15/32" PLYW'D EACH SIDE 8d 0 2" o.c. 16d 0 3" o.c. 2 ROWS SEE NOTE 5. NOT USED FLOOR TIE SCHEDULE MARK STRAP TIE (SIMPSON) WALL STUD REMARKS 5/8" dia. A.B. ® 32" o.c. NAILS /BOLTS - T1 LSTA36 2x HF STUD 8 -1°d EACH END 5/8" dia. AB. 0 .12" o.c. T2 MSTC4O (2)2x HF STUD 14 --16d SINKER EACH END NOT USED ANCHOR BOLT SCHEDULE MARK ' SILL PLATE ANCHOR REMARKS AB 1 5/8" dia. A.B. ® 32" o.c. AB2 5/8" dia, A.B. 0 16" c.c. NOT USED AB3 5/8" dia. AB. 0 .12" o.c. NOT USED A 5/8" dia. A.B. 0 8" o.c. NOT USED ALL MEITIODS, MATERIALS AND WORKMANSHIP ARE TO CONFORM TO THE INTERNATIONAL: BUILDING CODE AND STANDARDS, 2006 EDITION' (IBC '06), AMENDED AND ADOPTED BY THE GOVERNING JURISDICTION. THE CONTRACTOR IS RESPONSIBLE FOR THE FOLLOWING: ) PROVIDING. TEMPORARY SHORING AND BRACING UNTIL ALL STRUCTURAL - ELEMENTS HAVE BEEN INSTALLED AND CONNECTIONS COMPLETED. 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. • 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 40 psf (with other live loads in accordance with IBC '06, table 1607.1) ROOF SNOW LOAD 25 psf WIND V3s= 85 mpph Exp B .: SEISMIC: SOIL SITE CLASS D, Ss= 135 %g, SDC =D FOOTINGS .ARE TO BE PLACED ON UNDISTURBED NATIVE SOIL WITH AN ASSUMED DESIGN BEARING CAPACITY OF 2000 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: STRUCTURAL NOTES GENERAL: FOUNDATIONS: WOOD ROOF TRUSSES: METAL PLATE CONNECTED WOOD TRUSSES ARE TO BE DESIGNED BY A WASHINGTON STATE PROFESSIONAL. ENGINEER. IN ACCORDANCE WITH ANSI I 1 "NATIONAL DESIGN STANDARDS FOR "METAL -- PLATE CONNECTED WOOD ' TRUSS 'CONSTRUCTION" AND IBC '06. • 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 '06 SECTION 2303.4. THE TRUSS MANUFACTURER IS RESPONSIBLE FOR VERIFICATION 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 11-IAN 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 CONNECILU TO THE PLATE LINE Willi ONE (1) SIMPSON. Ill HURRICANE:, TIE AT EACH TRUSS BEARING: NAILS ARE COMMON WIRE • FASTENERS INSTALLED IN. PERSERVATNE TREATED WOOD TO BE :HOT': DIPPED. GALVANIZED, PER IBC 2304.9.5 WOOD FRAM RMING. ^ 2x LUMBER TO E HF#2 OR BETTER EXCEPT WALL STUDS MAY BE HE 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 0 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 PARTFEION EXCEEDS. ONE HALF THE SPAN LENGTH OF THE JOIST. • FLOOR JOISTS ; ARE TO BE BLOCKED AT ALL BEARINGS. • 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. 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 ", "..pc*, 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 MacMILLIAN. AS ALL CONCRETE IS TO BE MIXED, PROPORTIONED, CONVEYED, AND PLACED IN ACCORDANCE WITH IBC '06, IBC '06 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 DETAILING, FABRICATION AND PLACEMENT PER IBC '06 AND ACE -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 - 0 6 AT ALL EDGES AND 8d COMMON 0 ;127_ o.c. AT ALL INTERMEDIATE SUPPORTS. FLOOR SHEATHING (SUB-FLOORING) IS TO BE 5/8" . MINIMUM SPAN RATED l6 "o.c. T &G • DIRECTLY GLUED AND NAILED TO SUPPORTING - JOISTS OR BEAMS WITH 1 COMMON 0 6 c.c. AT ALL EDGES AND AND 10d COMMOM 0 12 "o:c. AT ALL INTERMEDIATE SUPPORTS. ALL SHEATHING IS TO BE LAID UP WITH THE FACE GRAIN PERPENDICULAR TO THE SUPPORTS. NOTES, ..1. SCHEDULE IS BASED ON 2006 INTERNATIONAL BUILDING CODE FOR WOOD FRAMED WALLS WITH 2x4 (MINIMUM) :HEM -FIR STUDS ® 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 NAILING 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 0 12" o.c. 8. • SHEATHING NAILS ARE TO • • BE DRIVEN SO THAT THEIR HEADS ARE FLUSH WITH THE SURFACE OF THE SHEATHING. NOTE: 1.) . ANCHOR BOLTS ARE 5/8 dia. ® 48" o.c. UNLESS NOTED OTHERWISE ON PLAN. 2.) . WASHER TO BE 3" x 3" x 0.229" THICK PLATE WASHERS 3.) ANCHOR .BOLT TO HAVE 7" MINIMUM EMBEDMENT. EDGE NAILING 2x BLOCK w/„. (3) .10d TOE-MILS SHEARWALL EDGE NAIUNG ROOF SHEATHING MFG. ROOF TRUSS SHEARWALL PER PLAN SIMPSON Hi' AT EVERY TRUSS OR RAFTER (USE SIMPSON "LGT" TIEDOWNS AT GIRDER AND HIP LOCATIONS) TYPICAL ROOF TO WALL CONNECTION LEDGER DETAIL R EWED FOR CODE COMPLIA APPROVED AM -3 20D8 City Dfi Tukwila B ILDING DIVISION WALL STUD (Tw.) WALL SHTG (NOT SHOWN) TO BE CONTINOUS UNDER LEDGER 3-16d 0 EACH STUD ROOF 5HTG w/. EDGE . NAILING TO LEDGER 2x6 (MIN.) LEDGER . OR TRUSS TOP CHORD RECEIVED CITY OF T UKWILA APR 10Z008 PERMIT CENTER. ENGINEERING 12930 N.E. 178' ST. Woodinville, WA 98072 -8702 (4257 481 -6601 FAX: 481 -6371 F EXPIRES 08/20/08 project title: PLAN #020308_ TSE #6436, sheet . title: STRUCTURAL NOTES AND DETAILS revisions: designer: drawn: YK .. checked: KR date: 0310 scale: AS NOTED file: 6436-71. mommonmommmwatimmumumomormwmnmimmmlimemurreammmo II FLOOR JOIST PER PLAN WALL TOP PLATES SHEARWALL PER PLAN RIM JOIST SHEARWALL EDGE NAILING 10d 0 4 o.c. UPPER FL FULL DEPTH BLOCKING SHEARWALL D L. I Ai L FLOOR SHEATHING LTP4 U 24 "o.c. SHEARWALL EDGE NAILING MAIN FLOOR SHEARWALL PER PLAN SHEARWALL PER PLAN (SHEATHING NOT SHOWN) g i �- HEADER —� x x x x x -x x x N.ALZ WINDOW OPENING SHEARFLOW NAILING PER SHEARWALL SCHEDULE FLOOR SHEATHING FLOOR JOIST (JOISTS MAY BE PERPENDICULAR TO WALL) 2x6 P.T. SILL PLATE w/ ANCHOR BOLT PER PLAN FOUNDATION w/ REINFORCEMENTT PER PLAN SHEARWALL FRAMING DETAIL 1 " =1' -o- NAIL SHEATHING TO BLOCKS AS FOR SHEARWALL EDGE NAILING TIE STRAP: SIMPSON LSTA24 w/ 10d NAILS (TYPICAL) KING STUDS 4x FIAT BLOCK (TYPICAL) WALL OPENING REINFORCEMENT AT SHEARWALL SHEARWALL PER PLAN SHEARWALL EDGE NAIUNG BOTTOM PLATE TO RIM: LTP4 @ 36" o.c. SHEARWALL EDGE NAILING RIM JOIST PLYWOOD FILLER SHEARWALL EDGE NAIUNG PER SSHEARWA FLOOR SHEATHING 2x6 P.T. SILL PLATE w/ ANCHOR BOLT PER PLAN - FOUNDATION w/ REINFO PER PLAN FLOOR JOIST (JOISTS MAY BE PERPENDICULAR TO WALL) UPPER FLOOR SHEARWALL PER. PLAN MAIN FLOOR SHEARWALL - EDGE NAILING MAIN FLOOR SHEARWALL EDGE NAILING MAIN FLOOR SHEARWALL PER PLAN SHEARWALL FRAMING DETAIL (OPTION) Adill a� iwiwrw /xim+rir or FLOOR SHEATHING UPPER FLOOR SHEARFLOW NAIUNG PER SHEARWALL SCHEDULE 2x NAILER RIM JOIST --" FLOOR JOIST (JOIST • MAY BE PERPENDICULAR TO EXT. WALL) WALL TOP PLATES NOTE: USE THIS DETAIL WHEN SHEARWALL PANEL EDGES FRAME ONTO COMMON MEMBER BETWEEN UPPER AND MAIN FLOORS. SHEARWALL DETAIL LEDGER PER DETAIL B/TSE --1 UPPER FLOOR SHEARWALL PER PLAN UPPER FLOOR SHEARWALL EDGE NAIUNG RIM TO TOP PLATE. SW1, USE LTP4 ® 24' 0.c. SW2, USE LTP4 0 16 o.c. SW3, USE L1P4 0 12" o c. SW4, USE. LTP4 0 10" o.c. MAIN FLOOR SHEARWALL - EDGE NAILING MAIN FLOOR SHEARWALL PER PLAN A SHEARWALL EDGE NAILING LU S24 HANGER BEAM PER PLAN SHEARWALL. DETAIL SHEARWALL PER PLAN ---- FLOORTIE STRAP PER PLAN (WRAP END OF STRAP AROUND FLOOR BEAM) BEAM PER PLAN SHEARWALL PER. PLAN SHEARFLOW NAILING PER SHEARWALL SCHEDULE HANGER PER PLAN FLOORTIE DETAIL 1"="1'-0 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) T; 0 2Vo NOTE ATTACH FLOOR BEAM TO EACH SUPPORT WITH SIMPSON "CC" OR "ECC" COLUMN CAP HANGER PER - PLAN R �WEDFOR CODE COMPLIANCE APPRO JUN - 3 NS City Of Tukwila MUILDI% DIVISION RECEIVED CITY OF T UKWILA APR 10 2008 PERMIT CENTER ENGINEERING 12930 N.E. - :178'. ST: Woodinville, WA 98072.8702 425 481 --6601 + FAX : -3 EXPIRES 08/20/08 project title: PLAN #020308- TSE #6436 sheet title: STRUCTURAL NOTES AND DETAILS revisions: designer: YK:: drawn: YK checked: _ _. _KR :. date: 03/05/08:._ scale AS NOTED file: 6436 --1- 10d 0 4" a. FLOOR SHEATHING UPPER FLOOR V FLOOR JOIST PER PLAN WALL TOP PLATES JOIST PER PLAN SHEARFLOW NAILING PER SHEARWALL SCHEDULE BEAM PER PLAN MAIN FLOOR V RIM JOIST ALIGNED WITH SHEARWALL SHEARWALL EDGE NAILING MAIN FLOOR SHEARWALL PER PLAN SHEARWALL DETAIL i SHEAR WALL NN UNG FLOOR SHEATHING BLOCK BETWEEN - JOISTS INTERIOR SHEARWALL DETAIL TOP OF CONC. • WALL V TOP OF FOOTING V O SHEARWALL EDGE. NAILING FOR CONN. OF SHEATHING TO HOLDOWN STUD (TYP.) 2x STUD. w/ 10d O. 3' a.c. FULL LENGTH (STAGGERED) FLOOR V HOLDOWN DETAIL irlirrL7( SHEARWALL EDGE NAILING FLOOR SHEATHING SHEARWALL PER PLAN (SHY G NOT SHOWN FOR CLARITY) (2) 2x OR 4x HOLDOWN STUD STRAP TYPE HOLDOWN PER PLAN . J V SHEARFLOW NAILING PER SHEARWALL SCHEDULE MAW FLOOR V (2) 2x FLOOR JOIST ALIGNED w/ SHEARWALL SYM. AB'T RIM JOIST P.T. SILL PLATE w/ ANCHOR BOLTS ER FOUNDATION 14 MIN. REINF. (PER I-LOLDOWN MANUFACTURER'S REQUIREMENTS) FOUNDATION WALL 14 BENT AND EMBEDDED IN FOOTING CONCRETE FOOTING INTERIOR SHEARWALL DETAIL EVJED FOR R I CODE APPR OVED UN - 3 2s % 'Tukwila COY pVISION RECEIVED CITY OF " APR 1 0 2008 PERM T CENTEP ENGINEERING 12930 N.E.. Sr. 'Woodinville, WA 98072-8702 425} 481 -6601 A FAX: 481- 6371 EXPIRES 08/20/08. project title: PLAN. #020308 TSE. #6435 sheet title: STRUCTURAL NOTES AND DETAILS revisions: designer: YK drown: YK checked: KR date: 03/05/08 scale: AS NOTED file: 6436 - Y ffOUNPATION ErmERINs itrear 1/2-7 P1k k?" 11 WAGMR. 0--19" :MAX: 0.6& PI IDOU NO ME L1 -- C;ORINER 511ALL N91 LS T t561._. War&r I _ NlltAL • . F - - r PLATE, MN r)A5EMENT . . . .. ... 0,14171zas4T-0 ::---.A.I:..:1-:15;i:Ln "-- i°ns 61.; 61.7:1"r: i'e. 41:16:-.6 e.,-..el....': '":7c1.,..1.;;;V:..,--.7.S,r;:-?,...,:-.:::,:-:.:-:':!-:':'''.,-:',....-",,i',' "1-;•:12"-'-'..-'1'il',..,...:f",=::ti;,.....:;.6i77...,1:;:','::::;,'.'...::;;:i...;,....'17:::','1.:"..-i...:..;,,,...„..7„.., ..- 7 "2 , RO It;ATT INSILATGON OR siPPOIZr PF—AM, PER PLAN tIOR12 gi M - • om:srice • - 01M1F51+1 heffl,, TIE ; (PG- T41"E) • . - _ . 'REA 4i0f 6.PPLORT POET ci 447.(Al t12 MIN; - 8", -AM PO5T 15A6 _C• 1"15‘ ER' APR 10 Z008 1: • 2007 CRAKE DESIGfri - - Ul 0 1. C 0 cio 2211gZ` i:DIL -C g i 0 r.L 0 c4 PS-446 -as— tkb,_ L i . a a 8 f. CI U 1,2 L O . r .r _a LI, 0 C a' a ".. WO LI 5/13" PA Ap. 45- 0.4 - 3 STORY (W115ZE'FLYVV069 U6E 5/8" PA x DOLT 6) 327 O.G., YV,/ 2-x4 FM MIDSILL) --@"1 '194 C'1:0•0 c '4P c g • a a 41 11-01 - 2 71 Z.0 -to 34 -Z-0 7 3. • - . c sr! s f,sg'.0: gt.2-9 28:4 0 tr ct ft 40 , C _u • b 2' 2 ,g 1 C • = 1 7 - 4 :1" 0 = 6-7 U. CI crc-a.A., 11 .% • • 43 Ift",=.‘- • 0 1 .. .4az ...ie..... C 707 7 f - $ -C 'Prit-tt% Q.C.11CJ.0 - , irnens;ons Shot f5e 6heckest, And Verified • - ';•.' • •,:.' 2.„ 5 GRAWL SPACE VENTILATION, MINIMUM .NET AREA FGR: EAG�t ;1 0 _ (fT Cr 11-gt%2 AREA Of'ENINCS TO $E PLi4GED. GL °p E _TO S' %AS. PRAGTI ( N. S` . AWAY - .FP.OM ANY tt u' 'P wN) . SMALL PROVIDE _GROG VENTILATION ON AT !EAST TWO OPPQ1TE SI[JES GRAWL SPAGE, Lt4 Titus ATTIC. VENTILATION,. I/150 O ATTIC. AREA OR. I OIAVATIONS. Ot)N17ATlONS .ANt? 1=111GR GC.NGRETt= ALL 13E E UAL TO - MAXIMUM ) &ALL &N5'' W A i R : I Or INT O OO P STg.ENSTl-1 AT .W'. PAYS WITtf AIR . ENTRAIl WITti TALE :40Z2''!RC IvtiNIMLM G01lEf ASE OF SI ,2 3 port t f Z" SIDES (H/24', WALLS FOR SOIL, SEE.. GDDE YYI I RE' -SOIL - NO FIt IV LFNT � EQIJ P REP- a I J RE. MI( 35# PER GU61G h�AktIN6 TD $E ` : IN 6G1viP1._IANGE WIT1 t 2OOG IRG F Vlt?E' NAILING . IN .AGGOr DAt . WITh WO(; IF 'GTRLIGTLF.JL ENS 5REG5 '.TAKE PRELEpENG1= •G'Vi= R'MIN_ NAIL.INC�.�DILE AND DTIIER TIERAL.. 5PlrG5 Pr VIpE ;SOLID . GlC1NS AT,- .1015T ELPPORTS AND 15FARINS PARTIT10N5;. Pf�OVIDE 13RIPSINC OR 1:LOGftIN& AT MID -SPAN L ALT; SPANS OVI~R IC )7E7; USA'° APPf� M P JOIST: h 5 WI =RE f f,�UI#ZEP f200E TRUSSES .51ZE0 :TO �E VQ21i -1ED 'DErAILLD ANP 7 EAeRIGAm', TRUSS; : MAt WAGT,1P- INSTALLATION AND �RID6(NC�` SI u $E PER 1VfANLFAGT.I 5!?1= &lrIGATIO AND INSTRL TIQNS ALL TI?US S D :MUST' S STAMPED Y WA, STATE ,PJ .: &ARE MUS TAKr N:` f7URINS. ERFGTION Y ' 4JILDER TO Y NCJr OVEI�I_OAD TWJ� ES .WUhl i3JILDINS MAT. _ & TD AVEC�U 1 LY I RA FOR MA■t.FAGTURED •OR TLDOR TRUSSCS. INGuA*1& P S TI USS . ETC. l Tt-1E T1 J55 MAIrAGTURER : SWLL, " ALL LESION . ANP EN61t RIt+& W ITtf WASI tINSTe N FATE P.E. :STAMP Of4 DE5i6N5 .' PI..RINS 'ERECTION Tf SSES ' T11E 14JLIEER :STALL TAKE!' `DARE • TO ADE4LATELY T JS SSES & ALSO' NOT TO OVERLOAD T EM WfIll EXGE55 pUH D1N6 MATrzRI CRANE DE I.GNx LAN NUMBE fl • •:::•CRANEDE$IGN;: All Legal Rights To Material On 8heet To Criminal 'ProSeOltioh, Ceiling joist,- laps/over, partitions, face nail . -3-1od •.(3-xo_128') • Joist, to, sill or. girder, toenail . .:27-.-.-subfloor'to• joist or girder, blind and face nail Sole plate .to joist or blocking, face nail Top ='p(ate/Sole 'plate to - stud,- end nail -7.16d(3-1/2 Stud to sole plate, toe nail..., DoLtbie stUds; faa nail Double jopplate.s, 10d (3x0-128*) Sole- plate to 'joist 'or blocking, at braced wall panels., 3-16d(3 1•2*X0.135 167 0.C. :81ockingipetween-Joists, or rafters • to top plate, toe •nail - , 3-$d(2 1/2 8 d ( / X 0 1 . 1 3 ) • • " e „ 2: Rim Joist i the :nail plateS, Crinei. arid: intersections, faCe - nen 2-;-10d(3"x0.128) - . Jcilstsf;th'; plate, Continuous header, to stud, toe nail Ceiling: joists 'to parallel-rafters; face nail (37=1181 - Buitt-up, and beams, 2-inch lumber layers • 10d(rX0.128') ail each la er cis ollows: -32" o.c.-at • op and bottom nd staggered. wo nails at ends - ncl at each splice. 2716d(3 1/2")(0.135') t • each. •bearing -:Rafter ties th rafters, face nail 3-10d (3. x0-128 ) SPACING: OE:FASTENERS ' Edges (inches)` Wood- structural:- subflocir, roof and wall sheathing: to framing, and particleboord wall sheathing to framing , - • : , 9/32-‘,1 • • • •••• „ 1127.•:StrUCtUral7-6611Ulatie..,,, 10d nail or 8d(2 1/2X0.131)deformed nail • 1/2" galvanized roofin ncii( ,8d commori(2 1/2" Xp.13t ") staple 16ga., 1,1/2 long 1 .: 3 / 4 galvanized rbofing , • 8d(2 1/2"X0.131") nallz- staple 16ga., 1 3/4 - long 7 ' .713/4" galvanized roofing nuilj 8d:: 1/2"X0.1317) nail; Staple 9alvanizec4 1600* 1 5/8 screwc,-, Type W or S 6d AefOrtheci(2"X0:120..)nail: or- '- 8di=corni 1/2X0.131") 8d, corrimon(2 1/2"X0-1317)nall - -or 8d deforrned(2 1f/2X0.1 20") 10d common(3"X0.148")naiL or' 8d defon 1/2"X0.120")nail Wadd.:•StruetUralPonelS, sublibor Underlaytherit to frothing • . s sA _ All n a ils minimum a a J ,..., :zi; ci st i. air„ p i , e eri s o s ti s th ee 6 1- a n rn a rr ils o . n - , , ,":, ,•,,, ', ...,,izi- shanks except: _4 _._.d.: oth F. .-. where ot e e :: .' ''.' - i ( 8. i4611 se° sh of 072 c inch ': have • , .:(20d comman ,, _ ) for bending diameters larger than .,, 0.142 inch _ : ., _ ,.. , lci (551 MPa : r s width v yeild strength deforme . shown. '...: ed SFN cl-7i7 Four-foot--by-8-foot or r : ltip4hf.'4421:1f61-Ini06acti-7'f.-ni panels s halt r 1 (41:31":7.6:1d1b-t';-12:;76:'p.14i;8:-tbievertically n ler C ;t h licrown c w distance IC nails cr. i:126- c 2s 0 :1-1a f rbl6i erl o::9asbel: t ;:i 9t97all .1 - !:11 ! ..r77:6:: -"rl ielc e: ; 91- si less C,. StaPleSare:16:: gage •-w 9 . .-,.P , m i ni m um , 6 i .: - k - :• 6 •ri i t& , , ai a n Su`li where spc_in r-_ , ,,:,.•;,., (689 MI) 'f9 s"I.119 and hov a' 7f16 in . d hall" be spaced at not m o r e '- 6 in hes p _ fr aming withill, minimum , , 8cr deformed 7a h r r. m ore d . ! -,,,'. r egions nc;,t§':5rha iapi feet, e p t shall r l i i 'aProof s i p b tc f: - '3 n_ e 5h a r ri d : ' f 7)h a i 6 n t e e n 1 gd i ' p h 0 ; n' u0_ o am : _ k0alo:n mph center i t : q e r :r b, : - ! , :7 i s. , ‘ e _: I q '_,. s paced d i a ::: ' ' 9 . c - ,f : i gi ci n h., I, dt r s : 9 ; s : i ne 6 L, or: g o:wns: t6greater . : . d , : p r tr ' u , r r , ,,ttnh,u : i f , :. ,lp, f o° , 0n : e,ml mem . yr, noh co. 48 h lil,. e s: , " a t f. n n° . ! r i .-; r gc 1 f I ao , -916 h i : a. . , I , l r 16g g ,.t,., members - 0 '-.. eaves root sheathing t an d . 4 inc on center to gable 7is.t inst iri a ccorda n ce w Gp, ?53. Fiberbiiiard. ,.. .•.,.._, ..- G9 sheathing shall dnforrn to .,A;!1'1A ..,.;..7.,.9.:71;•ahiorill to - 9 a ane - le , d - g ;'- su ; , p ';:: - ' -- •••,..: - ,.:' :- e.r,i blocking , s h e athing pane edges applies the panel ine_arngeesniZPer1;_ofir•t614bbyptkp7lg be framing - - :.1 6 0';oa:6f,....d-fpAar p erimeters 1%4 j n 8 c , o nly floor B locking n r S :IP sheat roof i g: o i o a of fa steners Pr:_ °, floor o ! . r . sh eathing oe Fl o o r r roof of as required by other provisions of this panel perimeter e l - - edges s h p erpendicular a l i 0, supported to trt Tr: Fl 9 members or 60110, biaakihg- MECHANI , --." ' =.-:- '.-. r, i - - 7•,, ‘, SOLID FUEL BURNING APPLIANCES Solid fuerbUrning appliances include airtight stoves, fire places stoves, room heaters/fireplaces stoves factory-built fireplaces, and fireplace ineerts.: • Unless otherWise adopted 6y King County, all solid fuel bUrning aPpliances , , " HEATINC7 IELBENT's . - I Tur - = - , - - ' . : . , -•„•• NOTE BUILDING ENVELOPE The element s of a building which enclose conditioned' spaCes which thermal .•energy may ' be transferred to or from the exterior. ••=. t - B. - Fuel burning equipment located outside the building , . • envelope shall Meet the provisions of 2006 IRC - • ' C.. DuctWork,:location--.and•source of 'combustion -air, refer warrn-air.furnace Shall be listed. and Icibeled by: an approved agency and , installed to listed specifications Appliances rintended r for installation in closets, alcoves or confined 'spaces shall be so listed No warm-air furnace shall be installed in a room used of designed' to be used as a bedroom, bathroom, closet or in any enclosed space wtth access only through such room or space, except direct vent furnaces, enclosed furnaces and 'electric heating 'furnaces, „i . . • , No Warm-air furnace shall be installed in a Closet or - alcove lest': than 12" wider ,1 than the .furnace or furnaces installed with a minimum clear working space less than 3 alang::the back and top of the furnace •, -•,_ Liquefied petroleum, gas-bur shall not be installedjri a pit, 'basement, or 'similar location where heavier-than-air gas might collect. A so fueled . shall not be installed in an above under floor .„ space or basement unless such loCation, is provided with an approved means for removal of unburned gas. (Approval must be rgranted' by the Building' Official. Heating and Cooling . r eiluiprnerit loCated ma garage and which generates a glow..spark 'flame capable' of igniting flammable vapors shall be installed , with the •pilots and burners or heating elements and switches at least 16" ObOve •.:-„ Fire, domperi need not be installed in air -ducts passing through the Wall, floor, ceiling separating a residence, (Group' R, Division 3 occupancy) from _a garag (Grodp' U, Division 1 ocbupancY)proVided such ducts Within the garage are con-:, strUcted of steel having a thickness not less than 0.019 inch (No 26 Galvanized, - sheet- gauge) and have no openings into the garage. Worm-air furnace installations in attics or crawl spaces shall comply with 2006'. IRC Every appliance (dryer, ranae, etc.) designed to be vented shall be Connected to a venting sySteM." :..Every factory built chimney, Type L ,vet, • Type B - .1gas vent ar Type .BW gas vent shall be installed in accordance with the 'terms of its listing, manufacture's inst- Vent connections shall be installed' within the Space or area in which the appliance . is located and shall be ;Connected to a„chimneY or vent in such a manner as to maintain the clearance to combustibles.. - - DUC - IVORK: . • - - ' A. Duct systems shall be of metal or - factory-Made ; air -ducts complying with 2006 IRC B Joints and seams 'shall be substantially airtight, (rectangular - ducts) (flat, ,Oval, and roun d ducts) , . C Installation of ducts shall comply with 2006 IRC D. Duct insulation shall be installed in :Iaccordance with 2006 WSE - .. • . , , . ei . „ bi,it.ning•eauipment'faCatecl , (construct undqt' . t.ne shag at4ain - • - • • - :••••-7,,• • „ ,.; combustion . air from outdoors. •-• • • - '• - • - .• 1-:' E;f1 . •• • r AIM 01E4" GRAM- SPACE AGGESS VP :.;•.t.:-.1 • .,.' .,',.'. , r,v”: c t.:.:L.,,........z: • f <•••••. :...., • 0 ,:,,,,. .-1, --...- 7,:t. • 0—,“ \ * H -5- I 5 " - i" 6 6 4 5' Id legd ,4 -II" l ' z. = ..% II 1 (TYP j ) - 4 0 na a-0" ,,. 6-7, _ CI NI 4"X6" POST W/ •t• POST ASE • 150* GONG PIER - " int ...., ..: It) • 4 4 49,11 ‘,4 6'-l .. 0 4710: 1, 0 II 1 1 dik NM IF A) P (TYP) I ge F r io gsE , 4-xeo A., le" . '4 9) MI 1 . at 1 ., „e„ 6 tiki:r c at=7 - 41 4111' • - - ---- minewmTem . , . t; I ( 11001 1 ' , INIEWKI asthma FasstaimEssnesa unsimmutrativentafatil EMIR! 'A5V. 1 i r •Ir • . '0 ANT. 411 r -1 \ gre 6ANr. Af ' cv - '. ?.° - ..... IMETMEMS261 SIM _ FT ,C _ - - - 47'.-1 tri - - L. - 1 4 E3L+. z,,,.. q , G" (TYP) gel • •-/ L. 5 16 „ Thi,4015. • 5 " - (TYP) L Pr 4'1.6" 5AsE PIERs 5 _ J • POs wip• ON 15"0 0 (TYP) 5-7 " AT L 1 ' ir -I FT 2"X5 ROWS 4 OA RoW , /e; v... 52" 0.6. OM r 411M 5-7 il% R6( 17-6" 5 16 -6- 8 5d-O-L .1 5 CRAhE PESISN. Inc. Reserves All Legal Rights To Moterial On This Sheet — Subject To Cr imina I Prosecut ion 1 0 50'-O" L PAT *CONTRACTOR NOM All D linens ons Shall IEFIT 0 2008 CRANE DESIGN, Inc. 0 0 DATE: 01/08 DRAWN: sJ SHEET REV.: 7 PLAN NUMBER: OF 02_030 KENT -19115 VV. GRA)'E DESIHN, Inc. Reserves All Legal Rights To Material On Thla Sheet — Subject To Criminal Prosecut ion 502 SW2 3' -4" S' 5'13" 17 -6" bA) L v +CONTRAGTCR NOTE: All Dimensions ShaIl De Checked And Verified Prior To Construction. A 5d -d" � 5 - O" 4' -d" S' -d' 5d—O" 1 OOR MIN 5•O DeEP C To Reorder Plans 1(877)642 —,675 mo" POST 15 - 6" SW2 7 -9" 4 -d / S' -d' 3' -6" SW COPYRIGHT ® 2008 CRANE DESIGN, Inc. C) 4) O z DATE: REV.: O2 /O8 DRAWN: GJ, SHEET 3 OF 7 PLAN NUMBER: 020308 3 VD „b -,II I� , v MEG N/ LU � X GTM W1'P m � © t o a HAS DIRECT VENT ACC � S PER X. STORAGE vss PAm TO NST r - O o �° - -, I vV -O I E KIT GhEN 1 O FAM ILY L__J O�__� I WA SItR I L -_J EATNH DAR O 1� 6 � Mr w I. Ie t v 2 `SW UNIT #21 Ail 12. -6,I 2 SWI �, LIN RBF� NOOK I : a� �� D T . RISER _ 113 l cn+ Iowa 2. ACT 5 - 1 4, -6„ sail ENT, / (� 10111L5 = 1 2' — Id MMIN. Si" LA NH �' • `G—E MIN. MI ■ hE161'IT CE B PONT DEYO-D TANK NI. DINING �i j� ,P - PI "l U — -- MERE DOM. DEHNS 03 3 o PRIOR TO INSTALL UNIT #1 - LIVING ROOM - ,f9 -,II I - mill. ® .s =I� ITL� © ® ® ° ,P 1( Wcrnr LIT__ (a) (II) SOTriT LIT - - j _,.` 1 ow INN e � itN ,„ , ..:, 96" H _•- ,. .; i ,6.. "'' GRA)'E DESIHN, Inc. Reserves All Legal Rights To Material On Thla Sheet — Subject To Criminal Prosecut ion 502 SW2 3' -4" S' 5'13" 17 -6" bA) L v +CONTRAGTCR NOTE: All Dimensions ShaIl De Checked And Verified Prior To Construction. A 5d -d" � 5 - O" 4' -d" S' -d' 5d—O" 1 OOR MIN 5•O DeEP C To Reorder Plans 1(877)642 —,675 mo" POST 15 - 6" SW2 7 -9" 4 -d / S' -d' 3' -6" SW COPYRIGHT ® 2008 CRANE DESIGN, Inc. C) 4) O z DATE: REV.: O2 /O8 DRAWN: GJ, SHEET 3 OF 7 PLAN NUMBER: 020308 CRAt DE516N. Inc. Reserves All Legal Rights To Material On This Sheet — Subject To Criminal Prosecution 6k8'DFg 1 — 6")AODF 62. O j �ry SHIP( Ai= NI Ft PA 2 V PIII)' 676" 11F/,"2 �. '/R XS lei" F /RALLAM ==- — — ' 'V 109 q" PARALLAMS .CONTRACTOR NOTE: All Dimensions 5hoII 6e Checked And Verified Prior To Construction. 9 I/2" TJI 110 SERIES @I6" 0G. 9 I /2" TJI 110 SERIES 0I2" OL THIS AREA 6 kldtf= 5H M UNDER 5 09 !4" PARALLAM 4/45T, FLOOR I RAV ociam 2 \\ To Reorder Plans 1(877)642 -9675 /4) ALL IFIDERS TO PE WYE" PPL N (U COPYRE-fr ® 2008 CRANE DESIGN, Inc. C) C) DATE: 02/08 DRAWN: eJP; SHEET meow Z I c c Z REV.: 7 OF PLAN NUMBER: oao 55 , . ,• IZ - 16 -o 5- 6 " -I" g Id -6" 3 - I� 5 f E f WI 3 ._ Z „ SWI 2 ._ 6 ..' 0 0 0 (®) } =i r I 14 >3EDROOM #2 d 'I's- TUD INSLIATE FOR SON, P�EDROOM #2 �In W.I.G, 3 e.F \ OvNE ,. 7 —d' 1 o uo-zw L 2' M. DAT1 - 1 2 s• � F • - - 36 H. WALL? o floes Z \, N V R8E LIN 5° 1' Zs ;\ ASH 8' -I0' o II ® I O o � 2 1 ---21 - R8f IM D 7\, ( �A ■ CI ij o . \ I I W.I.G. i _ 3 Dr. I / V r III O J Z• IIOJ � 5. -4„ $II 50-07 1 wit 24 5 - I© trot O , 3 . - 9.. 6' -I0' ' 2' { BEDROOM ID 6._3,• 2 - 3 f� 2 4 j a ! / nom k i3EPROOM #I - 9 41„96 4 � b BEDROOM #1 ' w' UNIT • #1 . b UNIT #2 IIIMF _ F1r)sl _ _ I 0 f <v L. SWI O CADS LN a.LOW 'TYP.) J SWI O I • - d " O f SWI 2 -5 £' I,_4, 8' -d' 2 " -3 3 " -52" 3,,• 3 -6 g -d' 9' -7' S' -d' / f 50'-O" GRAIZ DESIGN, Inc. Reserves All Legol Rights To Material On This Sheet - Subject To Criminal Prosecution b CONTRACTOR NOTE: All Dimensions Shall Pe Checked And Verified Prior To Construction. Yfl h i LoF. To Reorder Plans 1(877}542 -7675 11 N coPyRIGtir © 2008 CRANE DESIGN, Inc. DATE: 02/08 DRAWN: suI3 I- REV.: SHEET 5 OF 7 PLAN NUMBER: 020308 CRAI•E DESIGN, Inc. Reserves All Legal Rights To Material On This Sheet — Subject To Criminal Prosecution MFO Y2 TRUSSE 24" 06. MF6 Y2 TR CS ®713 " 06. .GVNTRAOTOR NOTE: All Dimensions Shall be Checked And Verified Prior To Construction. ROOT I RAV MF6 TRIY.�ZS l 24" OL. To Reorder Plans I(STn642 -9675 Id ATTACH LOWER ROOF S lEATt11N6 TO UPPER WPLL PER LEDGER PETAL "e '/TSE - i (rn 2'X4 " HF#2 RAFTERS ® 24 " 06. W /2 "X4" GLS JSTS Cam, PLA\ /4 MF6 Y2 TRUrr -Zs i 24 " 06. GOPIRIVIT 6 14. TRUSSES 24" 06. ALL HEADERS TO BE 6 "XS" DFL112 (WO) 2008 CRANE DESIGN, Inc. 0 DATE: REV.: 02 /023 DRAWN: 6J� SHEET 6 OF 7 PLAN NUMBER: 02030a