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HomeMy WebLinkAboutPermit D08-472 - NG RESIDENCE - LOT 2 - NEW SINGLE FAMILY RESIDENCENG RESIDENCE LOT 2 12254 48 AV S EXPIRED 11 -30 -10 D08 -472 Parcel No.: 0179001435 Address: 12254 48 AV S TUKW Suite No: Tenant: Name: NG RESIDENCE, LOT 2 Address: 12254 48 AV S , TI7KVVILA WA Cityakf Tukwila Owner: Name: WU YONG CHUN Address: 6614 S 124TH ST , SEATTLE WA 98178 Phone: doc: IBC -10/06 Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Inspection Request Line: 206 - 431 - 2451 Web site: http: / /www.ci.tukwila.wa.us Contact Person: Name: DICK CAUSEY Address: 16518 203 PL NE , WOODINVILLE WA 98077 Phone: 425 788 -3112 Contractor: Name: SKYWAY GENERAL CONTRACTORS INC Address: 6622 S 124 ST , SEATTLE WA 98178 Phone: 206 - 772 -1886 Contractor License No: SKYWAGC92ORP DESCRIPTION OF WORK: CONSTRUCTION OF 2677 SF SFR WITH 570 SF ATTACHED GARAGE DEVELOPMENT PERMIT Value of Construction: $280,714.31 Fees Collected: $8,212.16 Type of Fire Protection: SMOKE DETECTORS International Building Code Edition: 2006 Type of Construction: VB Occupancy per IBC: 22 * * continued on next page ** Permit Number: D08 -472 Issue Date: 01/22/2010 Permit Expires On: 07/21/2010 Expiration Date: 12/17/2010 D08 -472 Printed: 01 -22 -2010 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N Fire Loop Hydrant: N Number: 0 Size (Inches): 0 Flood Control Zone: N Hauling: N Start Time: End Time: Land Altering: N Volumes: Cut 0 c.y. Fill 0 c.y. Landscape Irrigation: N Moving Oversize Load: N Start Time: End Time: Sanitary Side Sewer: Y Sewer Main Extension: N Private: Public: Storm Drainage: Y Street Use: N Profit: N Non- Profit: N Water Main Extension: N Private: Public: Water Meter: N Permit Center Authorized Signature: doc: IBC -10/06 City ("Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Inspection Request Line: 206 -431 -2451 Web site: http: / /www.ci.tukwila.wa.us [ JJi T I Date: 1— I U I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance.o . • k- I - - • ed to sign and obtain this development permit. Signature: Date: 1 I() I / 0 Print Name: !Art (Al 1( Permit Number: D08 -472 Issue Date: 01/22/2010 Permit Expires On: 07/21/2010 This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. D08 -472 Printed: 01 -22 -2010 Parcel No.: 0179001435 Address: Suite No: Tenant: 12254 48 AV S TUKW NG RESIDENCE, LOT 2 • 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: D08 -472 ISSUED 10/21/2008 01/22/2010 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 Tukwila 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 D08 -472 Printed: 01 -22 -2010 • 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: ** *FIRE DEPARTMENT CONDITIONS * ** 21: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 22: For short plat development (four single family homes or less), hydrants shall be placed so that a hydrant is within 250 feet of a building. Distance from a hydrant to a building is measured along the path of vehicular travel. (City Ordinance #2052) 23: Adequate ground ladder access to rescue windows shall be provided. Landscape a flat, 12' deep by 4' wide area below each required rescue window. 24: Maximum grade for all projects is 15 %. 25: New and existing buildings shall have approved address numbers, building numbers or approved building identification placed in a position that is plainly legible and visible from the street or road fronting the property. These numbers shall contrast with their background. Address numbers shall be Arabic numbers or alphabet letters. Numbers shall be a minimum of 4 inches (102mm) high with a minimum stroke width of 0.5 inch (12.7mm). (IFC 505.1) 26: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2050 and #2051) 27: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 28: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 -4407. 29: ** *PUBLIC WORKS DEPARTMENT CONDITIONS * ** 30: Contractor shall notify Public Works Project Inspector Mr. Dave Stuckle at (206)433 -0179 of commencement and completion of work at least 24 hours in advance. 31: Work affecting traffic flows shall be closely coordinated with the City Project Inspector. Traffic Control Plans shall be submitted to the Inspector for prior approval. 32: 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. 33: Flagging, signing and coning shall be in accordance with MUTCD for Traffic Control. Contractor shall provide certified doc: Cond -10/06 D08 -472 Printed: 01 -22 -2010 • 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 flagmen for traffic control. Sweep or otherwise clean streets to the satisfaction of Public Works each night around hauling route (No flushing allowed). Notify City Inspector before 12:00 Noon on Friday preceding any weekend work. 34: Any material spilled onto any street shall be cleaned up immediately. 35: Temporary erosion control measures shall be implemented as the first order of business to prevent sedimentation off-site or into existing drainage facilities. 36: 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. 37: Owner /applicant shall sign a Hold Harmless Agreement for work within the City- right -of -way. 38: A bond in the amount of 150% x cost of work within the Public right -of -way, made out to the City of Tuwkila for possible property damages caused by activities. 39: BULLETIN A6 APPLIES TO THIS PERMIT. PRIOR TO ASPHALT OPEN CUT OF CITY STREET RIGHT OF WAY CONTACT PUBLIC WORKS PROJECT INSPECTOR FOR PRE - CONSTRUCTION MEETING. IN ADDITION, BULLETIN A3, PAVEMENT MITIGATION FEES, APPLIES. 40: SUBMIT CONVEYANCE OF PUBLIC IMPROVEMENT (WATER METER BILL OF SALE) FOR THE INSTALL OF WATER SERVICE AND METER FROM WATER MAIN TO METER BOX, PRIOR TO PUBLIC WORKS FINAL. 41: Owner shall sign w/Notary a Sanitary Sewer Agreement - Joint Side Sewer & Hold Harmless Agreement, prior to Public Works final. doc: Cond -10/06 * * continued on next page ** D08 -472 Printed: 01 -22 -2010 Signature: Print Name: City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us I hereby certify that I have read these conditions and will comply with them as outlined. All provisions of law and this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provision of any other work construction or the performance of work. Yoad C!2 u vt 14/ 1/1 doc: Cond -10/06 D08 -472 Date: I /a01/l o ordinances governing or local laws regulating Printed: 01 -22 -2010 CITY OF TUKWILl Community Developmei )epartment Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://wwwatukwila.wa.us Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. * *Please Print ** SITE .LOCATII Site Address: 1 2 U 9 A� (f s Tenant Name: Property Owners Name: 24104 '<M Mailing Address: A Q. ■J O , x 1 U 1" Contact Person: E -Mail Address: Contact Person: 75 44 # 4 -/XMi w o Q: \Applications\Forms- Applications On Line \3-2006 - Permit Application.doc Revised: 9 -2006 bh I� Name: Mae (,j, P n Mailing Address: / d' /8 J 3 me E -Mail Address: C4osiet e CL//, Aher Company Name: SE/Iv/¢- kifef /4 iZ / /VG Contact Person: fl k 4/04/ / E -Mail Address: Rif-mama /64 A -77$W. C041 Contractor Registration Number: 5,eywA -1,L,Z c902 6 .1 Company Name: car Mailing Address: /� 2� /.I 5 r King Co Assessor's Tax No.: (2 19 /116 City Suite Number: Floor: New Tenant: El .... Yes ..No State Zip do we contact CONTACT PERSON hen your permit is r Day Telephone: ¢ 9-08-3/ / Z iilceowf 66e G uy 9S07- F City State Zip Fax Number: 116 ` 31/ GENERAL C ©NT. (Contractor rI Information fo CTOR INFORMATION echanical (pg 4) for,Plumbing and Gas Piping (pg' Mailing Address: /v 0. :$4,‹ 1O 1 n, mny 2'4- Fe (9.5 City State Zip Day Telephone: 1.06 ~ 2.► r/c0 L� Fax Number: /CZ - ~Z " 6o-7z- Expiration Date: ARCHITECT OF ], amped by Architect of,Re Company Name: Mailing Address: City Day Telephone: Fax Number: State Zip mu st be wet. stamped /Z!5OkkWP /ail- 76o 5 Z City 4 g g 38 Z - 2 2 45 D Day Telephone: E -Mail Address: Fax Number: ¢ e ' 9- ? q Page 1 of 6 .BUILDING PERMIT: INFORMATION -- 206 -431- 3670 Valuation of Project (contractor's bid pi., c): $ Existing L,.lding Valuation: $ Scope of Work (please provide detailed information): tJ, j / J / iaz.ts' xemdei i24, 1r m/4 Will there be new rack storage? ❑.... Yes PLANNING DIVISION: Number of Parking Stalls Provided: Standard: Will there be a change in use? Q:Wpplications\Forms- Applications On LineU -2006 - Permit Application.doc Revised: 9 -2006 bh X . No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square outage Below Floor Floors' Detached ; ;G'a At etacl ed C Co tcl Uncovered De /53/. co UB Y8 Type of Occupancy per 18C �C 2 /Z 2 35 44 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. Compact: Handicap: ❑ Yes ❑ No If "yes ", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: SatOKa ❑ Sprinklers ❑ Automatic Fire Alarm ❑ None Other (specify) Of7loejb/LS 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 I RMATION - 206 - 433 -0179 Scope of Work (please provide detailed information): &ett/ 3//1e1.4744,4* /47 Clfc/GiL4,4414 Sewer District Tukwila ❑ ...Sewer Use Certificate Call before you Dig: 1- 800 - 424 -5555 Please refer to Public Works Bulletin #1 for fees and estimate sheet. Water District [.}' Tukwila 0... Water District #125 ❑ ...Water Availability Provided Septic System: ❑ On - site Septic System — For on - site septic system, provide 2 copies of a current septic design approved by King County Health Department. Submitted with Application (mark boxes which apply): ❑ ...Civil Plans (Maximum Paper Size 22" x 34 ") ❑ ...Technical Information Report (Storm Drainage) ❑ .. Geotechnical Report ❑ ...Bond ❑ .. Insurance ❑ .. Easement(s) ❑ .. Maintenance Agreement(s) Proposed Activities (mark boxes that apply): ❑ ...Right -of -way Use - Nonprofit for less than 72 hours ❑ ...Right -of -way Use - No Disturbance ❑ ...Construction/Excavation/Fill - Right -of -way Non Right -of -way Total Cut 46 cubic yards ❑ ...Total Fill cubic yards 2!.... Side Sewer ❑ ...Cap or Remove Utilities ❑ ...Frontage Improvements ❑ ...Traffic Control ❑ ...Backflow Prevention - Fire Protection Irrigation Domestic Water ❑ ...Permanent Water Meter Size... ❑ ...Temporary Water Meter Size.. ❑ ...Water Only Meter Size ❑ ... Sewer Main Extension Public ❑ ...Water Main Extension Public Q:\Applications\Forms- Applications On Line\3 -2006 - Permit Application.doc Revised: 9 -2006 bh ❑... ValVue ❑ .. Renton ❑ ... Sewer Availability Provided ❑• a. ❑• ❑• . Abandon Septic Tank . Curb Cut . Pavement Cut . Looped Fire Line WO # WO # WO # Private Private ❑ .. Highline ❑ .. Right -of -way Use - Profit for less than 72 hours ❑ .. Right -of -way Use — Potential Disturbance ❑ .. Work in Flood Zone ❑ .. Storm Drainage ❑ ...Renton ❑ ...Seattle ID ...Deduct Water Meter Size ❑ ... Traffic Impact Analysis ❑ ... Hold Harmless — (SAO) ❑ ... Hold Harmless — (ROW) ❑ .. Grease Interceptor ❑ .. Channelization ❑ .. Trench Excavation ❑ .. Utility Undergrounding FINANCE INFORMATION Fire Line Size at Property Line F !.. Water ...Sewer Monthly Service Billing to: ) ��� /� Name: � eYh/ /J�.v�I `i`l th t Mailing Address: ,:e9 . /,� ak 40 Water Meter Refund/Billing: , � Name: 3iofc . s Alen Mailing Address: Number of Public Fire Hydrant(s) ❑ ...Sewage Treatment Day Telephone: ! -" G.: 1886 City State Zip Day Telephone: City State Zip Page 3 of 6 Unit Type: Qty Unit Type: Qty Unit Type: Qty Boiler /Compressor: Qty Furnace <100K BTU Air Handling Unit >10,000 CFM Fire Damper 0 -3 HP /100,000 BTU Furnace>100K BTU Evaporator Cooler l0°' Diffuser 3 -15 HP /500,000 BTU Floor Furnace Ventilation Fan Connected to Single Duct 3 Thermostat 2 15 -30 HP /1,000,000 BTU Suspended Floor Mounted Heater eater Ventilation System Wood /Gas Stove c 30 -50 HP /1,750,000 BTU Appliance Vent Hood and Duct Emergency Generator 50+ HP /1,750,000 BTU Repair or Addition to Heat/Refrig /Cooling System t Incinerator - Domestic er Other Mechanical Equipment Air Handling Unit <10,000 CFM Incinerator — Comm /Ind MECHANICAL PERMITIN1(ORMATION - 206- 431 -3670 MECHANICAL CONTRACTOR INFORMATION Company Name: Mailing Address: Contact Person: E -Mail Address: Contractor Registration Number: Use: Residential: New .... Replacement .... Commercial: New .... Replacement ....ID Q:\Applications\Forms- Applications On Line\3 -2006 - Permit Application.doc Revised: 9 -2006 bh City Day Telephone: Fax Number: Expiration Date: State Zip Valuation of Mechanical work ( pF� rice): $ Scope of Work (please provide detailed information) I Vt `efinpe4- Fuel Type: Electric E Gas ....i'"'l Other: Indicate type of mechanical work being installed and the quantity below: Page 4 of 6 PERMIT APPLICATION NO Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. Building and Mechanical Permit The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). Plumbing Permit The Building Official may grant one extension of time for an additional period not exceeding 180 days. The extension shall be requested in writing and justifiable cause demonstrated. Section 103.4.3 Uniform Plumbing Code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OW Signature: U ORIZED AGENT: Print Name:_ 2 (4t" 7 Mailing Address: ll r 203 Pc ive Date Application Expires: 044 21 © 1 Date Application Accepted: lo(v fin Q:\Applications\Forms- Applications On Line\3 -2006 - Permit Application.doc Revised: 9 -2006 bh Applicable to all permits in this lan Date: <0 Day Telephone: 105 . 3 // City State Zip Staff Initials: Page 6 of 6 Fixture Type: Qty Fixture Type: Qty " Fixture Type: Qty Fixture Type: Qty Bathtub or combination bath/shower Drinking fountain or water cooler (per head) '19" Wash fountain Gas piping outlets Bidet Food -waste grinder, commercial 4 9, Receptor, indirect waste Clothes washer, domestic 1 Floor drain 45 Sinks 5 Dental unit, cuspidor .©- Shower, single head trap ir,"' Urinals it,- Dishwasher, domestic, with independent drain ! Lavatory Water Closet !� Building sewer or trailer park sewer - ' Rain water system — per drain (inside building) �/ y Water heater and /or vent ! Additional medical gas inlets /outlets — six or more Industrial waste pretreatment interceptor, including its trap and vent, except for kitchen type grease interceptors Repair or alteration of water piping and /or water treating equipment f0- ��° Repair or alteration of drainage or vent piping /1 Medical gas piping system serving one to five inlets /outlets for specific gas PLUMBING AND GAS PYPIN. PERNII F INFORMATION - 206.43 670 Contact Person: E -Mail Address: Contractor Registration Number: Valuation of Plumbing work -s bid Ux?ce): $2;i9 Valuation of Gas Piping work (contractor's bid price): $ Scope of Work (please p ovide detailed information): 1 A o k i A ,> < ,t Building Use (per Intl Building Code): Occupancy (per Int'l Building Code): Utility Purveyor: Water: Indicate type of plumbing fixtures and/or gas piping outlets being installed and the quantity below: Q:\Applications\Fotms- Applications On Line U-2006 - Permit Application.doc Revised: 9 -2006 bh PLUMBING AND GAS PIPING CONTRACTOR INFORMATION Company Name: Mailing Address: Sewer: City State Zip Day Telephone: Fax Number: Expiration Date: Page 5 of 6 Parcel No.: 0179001435 Address: 12254 48 AV S TUKW Suite No: Applicant: NG RESIDENCE, LOT 2 Receipt No.: R10 - 00101 Payee: YONG CHUN WU • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us TRANSACTION LIST: Type Method Descriptio Amount Payment Check 1003 6,289.58 Authorization No. ACCOUNT ITEM LIST: Description BUILDING - RES FIRE IMPACT FEES PARK IMPACT FEES PLAN CHECK - WATER METER PW PERMIT /INSPECTION FEE PW PLAN REVIEW STATE BUILDING SURCHARGE TRAFFIC MITIGATION FEES WATER INSPECTION FEE WATER TURN -ON FEE RECEIPT Payment Amount: $6,289.58 Permit Number: D08 -472 Status: APPROVED Applied Date: 10/21/2008 Issue Date: Initials: WER Payment Date: 01/22/2010 02:08 PM User ID: 1655 Balance: $0.00 000.322.100 90830402.5000.5304.XXXXX 90930101 . 5000. 5301.XXXXX 000.345.830 000.342.400 000.345.830 640.237.114 104.367.120 401.342.400 401.343.405 Account Code Current Pmts Total: $6,289.58 2,573.20 922.00 1,426.00 10.00 150.00 150.00 4.50 1,013.88 15.00 25.00 PAYMENT RECEI ED doc: Receiot -06 Printed: 01 -22 -2010 RECEIPT NO: R08 -03574 Initials: JEM User ID: 1165 S Payee: CHARLES R CAUSEY JR SET ID: S000001119 SET NAME: NG RESIDENCES SET TRANSACTIONS: Set Member Amount D08 -471 1,922.58 D08 -472 1,922.58 M08 -251 56.50 M08 -252 56.50 PG08 -267 82.00 PG08 -268 82.00 TOTAL: 1,922.58 TRANSACTION LIST: Type Method Description Amount Payment Check 7819 ACCOUNT ITEM LIST: Description PLAN CHECK - RES PW BASE APPLICATION FEE City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 SET RECEIPT TOTAL: Payment Date: 10/21/2008 Total Payment: 4,122.16 4,122.16 4,122.16 Account Code Current Pmts 000/345.830 3,622.16 000/322.100 500.00 TOTAL: 4,122.16 Steven M. Mullet, Mayor Steve Lancaster, Director Project /s: Les. e A cL T ype Inspe ion: I 4 60 1 .5 ke ,i1 . Address: i2_ZSl -4( / e- Date Called: Special Instructions: / fe p `/ !/ // Date Wanted: a.m: ( P -2 -'l0 p.m. Requester: Phone No: ` 15 i+ Zl� 6- - 1 1.E `7 C.. /1 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. COMMENTS: ri $60.00 REINSPECTION FEE REQ IRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Pro , ,P r� c� Type of Inspection: (2 `,`-f ( S a Address: 1 4 I2 2_A 4r s Date Caned: Special In structions: D4 0 ' — °` ' / - r r� l g ivi .N.A_rl Date Wanted: m.` S — r 7 6— � � c> p.m. queste Rer: Phone No: 3 - C —1(2 r? ma Approved per applicable codes. DoFl9� 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 Corrections required prior to approval. COMMENTS: f k (f-/I-16) / ovr 5774 C 4 � w cA (Air ez-ri'al4 Inspector: Date: a- ❑ $60.00 REINSPECTION FEE REQUIRED. rior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: 'Date: Project: Type of Ins ection: Address: 12-25 4 S Date Called: 6 ,[96 Special Inst ns: tt 1 Cc 2 • µ e T e r MUSr be_ h ynjJ(fi ' Date Wanted: i 1 1L. - I J !a.m� p.m. Requester: Phonelo :,, / 1 ,:s ... s ... fri INSPECTION RECORD Retain a copy with permit INSPECTIO NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 00g (206)431 -3670 proved per applicable codes. ❑ Corrections required prior to approval. `� COMMENTS: t Spector: ...e REINSPECTION FEE REQ IRED. rior to inspection, fee must be ai • . t 6300 Southcenter Blvd., + ite 100. Call to schedule reinspection. t No.: Date • 'Date: f 2 —�2 Project: N G I? (1r t/e7 o Type of : , "'Pat/rl p ii Address: / yg >i tv S Date Called: Special Instructions: . . Date Wanted: .5 - 7 C - / 0 0 Requester: Phone No: 3 INSPECTION RECORD Retain a copy with permit PERMIT NO. CITY OF TUKWILA BUILDING DIVISION •T 1 " 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 INSPECTION NO. Approved per applicable codes. Corrections required prior to approval. COMMENTS: 5: 10 REINSPECTIONfEE REQUIRED. Prior o inspection, fee must be id at 6300 Southcent r Blvd.. Suite 100. Call the schedule reinspection. Receipt No.: Date: COMMENTS: Ava-Z -S d s3 - //il (vao t/ Nd) vs -mI /g, F, 7-1/4- 4 C STy�4 - Si 4'4PS Na7 1 n/s74i /NEQ P' Date Called: 5'2 J ../y ...114r - La+.C.S 4 '/ .1 /e-ql Special Instructions: Date Wanted:3 � Requester: Phone No: 9.610 gif4 -ss N. Project: NCo N.,s; c(c.ip , Type of spection } —, H ►. iti t 3 Address: ri, , Z2-< a6 A .E. 5. Date Called: --'-,, Special Instructions: Date Wanted:3 � Requester: Phone No: 9.610 gif4 -ss INSPECTION NO. PERM CITY OF TUKWILA BUILDING DIVISION p 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. Inspector INSPECTION RECORD Retain a copy with permit Z REINSPECTION FE REQUII D. Prior to inspection, fee must be at 6300 Southcenter B vd., S ite 100. Call to schedule reinspection. Re -ipt No.: 'Date: Project: Type of Inspection: Address t 2- 2'4 --eI A t&- 5. Date Called: Special Instructions: ,-,--r- Date Wante • a.m. Requester: Phone O No: -- f /4 — SS �� SO CO l INSPECTION RECORD n F-47? Retain a copy with permit � INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION P- 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 1SZ Approved per applicable codes. ['Corrections required prior to approval. COMMENTS: ) , 41d P /,9,fs 1 S3irvey iJ Ns ; p) /.) 4 t° 2/1i �"�✓ 1)ie. $ 0 REINSPECTION FEE • QUIRE . Prior to inspection, fee must be aid at 6300 Southcenter Blvd , Suite 100. Call to schedule reinspection. [Receipt No.: Date: Projgct: / � Type of Inspect gq;t F Ad el } Date Called: to Special Instructions: Date Wanted: 31 10 Requester: Liz Ph ceeit 1lt ..... 55g INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Li Approved per applicable codes. INSPECTION RECORD ;Retain a copy with permit PERMIT NO. (206)431 -3670 Corrections required prior to approval. COMMENTS: D o 1,) ,n : > f & 4 ' : 1 ✓I S -{ c ((roJ r-e r C I I 9 (5ve a( ( , (a 5 ,, . Of(' +,, baCk Inspector: Date: 3 $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: s FILE COPY Permit No. March 17, 2009 File No. 09 -013 Mr. Raymond Ng P.O. Box 4084 Redmond, WA 98057 Subject: Infiltration Evaluation 12357 -48` Avenue South Tukwila, Washington Permit #D08 -471 SITE AND PROJECT DESCRIPTION We understand it is planned to construct a single - family residence at the approximately 7,000 square - foot vacant lot located northeast of the intersection of 48 Avenue South and South 124 Street in Tukwila, Washington. The new residence will consist of two floors of timber -frame construction over a crawlspace. The subject site is bound to the north and east by single - family residence lots, to the south by South 124 Street, and to the west by 48 Avenue South. Review of a preliminary site plan indicates the rectangular- shaped site measures approximately 100 feet in an east -west direction and 70 feet in a north -south direction. CORRECTION LTR# tO 41 I R I C O R P O S I A T H O Geotechnicai 8 Earthquake Engineering Consultants Dear Mr. Ng, As requested, PanGEO, Inc. has prepared this letter to assist you with responding to Comment #01 from the City of Tukwila's Building Division Review Memo dated October 24, 2008. In general, Comment #01 from the City's memo requests that a geotechnical engineer assess subsurface conditions at the site (12357 -48 Avenue South, Tukwila, Washington) to assure that the seasonal high groundwater table should not affect the footing drain drainage field and to evaluate subsurface conditions to assist in developing a roof downspout disposal system. In preparing this letter, we reviewed readily available geologic data, excavated three hand borings at the site, and developed the conclusions and recommendations presented in this letter. Plate 1: Partial site view facing north from South 124 Street. Z Minor A%. enaie Fos( Sc;U11e WA 98102 Tel f ji [� `l'ft I Y ED ( ; FaNi20.1 APR 14 2009 PERMIT CENTEF Mr. Raymond Ng 1235748' Avenue South, Tukwila, WA March 17, 2009 's 1 . 4 Based on our field observations and a review of a preliminary site plan, topography at the site is nearly level. We estimate that the grade along the east property line is on the order of 3 feet higher than the west property line. Please view Plate 1 on the previous page to view the site conditions at the time this letter was prepared. SUBSURFACE EXPLORATIONS On January 15, 2009, three hand borings (HB -1 through HB -3) were excavated at the site. The approximate locations of the hand borings are indicated on Figure 2. The hand borings were excavated to depths ranging from 4% to 6% feet below existing grade using hand tools. The relative density and consistency of the underlying soil was estimated based on probing the walls of the excavation and the difficulty of completing the excavation. Soil samples from the subsurface explorations were described and field classified in general accordance with the Unified Soil Classification System (USCS) and the United States Department of Agriculture (USDA) soil classification systems. The summary hand boring logs are included in Appendix A. Representative soil samples were selected for grain size analyses. The test results are included on the hand boring logs, where appropriate, and on Figure 3. SITE GEOLOGY AND SUBSURFACE CONDITIONS At each of our hand borings we encountered loose sediment that we interpret to be alluvium associated with the nearby Green River. The following is a description of the soils encountered at the hand borings. Please refer to the hand boring summary logs in Appendix A for a detailed description of the conditions encountered at each hand boring location. In general, soils encountered in the hand borings consisted of interbedded layers of silty fine sand, fine sand, and sandy silt with occasional discontinuous thin silt lenses. Groundwater was encountered at 6 feet and 5 feet below grade in hand borings HB -2 and HB -3, respectively, at the time of our subsurface exploration. No free water was observed at HB -1, but based on the moisture content of the soil samples, we anticipate the groundwater table was within several inches of the bottom of the hand boring. A relatively distinct iron oxide staining/mottling layer was encountered at 4 feet below grade in hand boring HB -1 and at 5 feet below grade in hand borings HB -2 and HB -3. An increase in soil moisture with depth was noted below the iron -oxide stained/mottled layer. We interpret the iron oxide stained/mottled layer to reflect a seasonal high groundwater table. It should be noted that groundwater elevations and seepage rates are likely to vary depending on the season, local subsurface conditions, and other factors. Groundwater levels and seepage rates are normally highest during the winter and early spring. 09-013 Ng Infiltration, Tukwila 6 ,,„ PanGEO, Inc. Mr. Raymond Ng 12357 -48 Avenue South, Tukwila, WA March 17, 2009 INFILTRATION EVALUATION CONCLUSIONS AND RECOMMENDATIONS The King County Surface Water Design Manual (KCSWDM) (King County Department of Natural Resources, 1998) requires at least 3 feet of permeable soil between the base of a downspout infiltration system and the seasonal high groundwater table. The KCSWDM specifies that downspout infiltration trenches extend at least 24 inches below grade. Based on the results of our subsurface exploration, a relatively distinct iron oxide stained/mottled layer that likely reflects a seasonal high groundwater table was encountered between 4 and 5 feet below grade at our hand boring locations. As such, portions of an infiltration trench would have less than 3 feet of separation between the bottom of the trench and the seasonal high groundwater table, and would not meet the KCSWDM requirements. In addition, lenses of low- permeability silt that would impede groundwater infiltration were encountered above the iron oxide stained/mottled layer. Given that portions of an infiltration trench would not meet the KCSWDM design requirements and given the presence of low permeability silt layers within the infiltration zone, it is our opinion that a downspout infiltration system is not a viable option for this site. The KCSWDM allows the use of dispersion trenches at sites where the subsurface conditions do not meet the requirements for infiltration trenches. Therefore, it is our opinion that dispersion trenches designed and constructed in accordance with the 1998 KCSWDM would be the most appropriate downspout control system for this site. The dispersion trenches should be installed such that the top of the trench is located below the crawl space finished grade. PERIMETER FOOTING DRAIN It is our opinion that footing drains are appropriate for this site. As previously stated, the seasonal high groundwater table at this site is anticipated to be 4 to 5 feet below the existing site grades. We anticipate footing drains would be located approximately 18 inches below finished grade. As such, the performance of footing drains should not be affected by fluctuations in the groundwater table. Footing drains should be tightlined to a separate dispersion trench. We anticipate that the amount of water encountered in the footing drains to be minimal and that a 10- foot long dispersion trench would be sufficient to accommodate the footing drains. We recommend that a 4 -inch diameter perforated pipe embedded in pea gravel and wrapped in filter fabric be installed at the base of the footings to direct collected water to an appropriate outlet. Under no circumstances should roof downspout drain lines be connected to the footing drain systems. Roof downspouts must be separately tightlined to an appropriate discharge. Cleanouts should be installed to allow for periodic maintenance of the footing drain and downspout tightline systems. 09 -013 Ng Infiltration, Tukwila 3 PanGEO, Inc. Mr. Raymond Ng 12357 -48 Avenue South, Tukwila, WA March 17, 2009 SURFACE DRAINAGE Permanent control of surface water should be incorporated in the final grading design. Adequate surface gradients and drainage systems should be incorporated into the design such that surface runoff is directed away from the residence. All collected water from surface runoff, downspouts, and footing drains should be routed into dispersion trench systems. CLOSURE We have prepared this report for Mr. Raymond Ng, and his project design team. Recommendations contained in this report are based on a site reconnaissance, a subsurface exploration program, review of pertinent subsurface information, and our understanding of the project. The study was performed using a mutually agreed -upon scope of work. Variations in soil conditions may exist between the locations of the explorations and the actual conditions underlying the site. The nature and extent of soil variations may not be evident until construction occurs. If any soil conditions are encountered at the site that are different from those described in this report, we should be notified immediately to review the applicability of our recommendations. Additionally, we should also be notified to review the applicability of our recommendations if there are any changes in the project scope. The scope of our work does not include services related to construction safety precautions. Our recommendations are not intended to direct the contractors' methods, techniques, sequences or procedures, except as specifically described in our report for consideration in design. Additionally, the scope of our work specifically excludes the assessment of environmental characteristics, particularly those involving hazardous substances. We are not mold consultants nor are our recommendations to be interpreted as being preventative of mold development. A mold specialist should be consulted for all mold - related issues. This report has been prepared for planning and design purposes for specific application to the proposed project in accordance with the generally accepted standards of local practice at the time this report was written. No warranty, express or implied, is made. This report may be used only by the client and for the purposes stated, within a reasonable time from its issuance. Land use, site conditions (both off and on- site), or other factors including advances in our understanding of applied science, may change over time and could materially affect our findings. Therefore, this report should not be relied upon after 24 months from its issuance. PanGEO should be notified if the project is delayed by more than 24 months from the date of this report so that we may review the applicability of our conclusions considering the time lapse. 09 -013 Ng Infiltration, Tukwila 4 PanGEO, Inc. Mr. Raymond Ng 12357 -48 Avenue South, Tukwila, WA March 17, 2009 It is the client's responsibility to see that all parties to this project, including the designer, contractor, subcontractors, etc., are made aware of this report in its entirety. The use of information contained in this report for bidding purposes should be done at the contractor's option and risk. Any party other than the client who wishes to use this report shall notify PanGEO of such intended use and for permission to copy this report. Based on the intended use of the report, PanGEO may require that additional work be performed and that an updated report be reissued. Noncompliance with any of these requirements will release PanGEO from any liability resulting from the use this report. We appreciate the opportunity to be of service. Sincerely, 7 .Z7 Steven T. Swenson, L.G. Senior Staff Geologist Enclosures: Figure 1 Figure 2 Figure 3 Appendix A 09 -013 Ng Infiltration, Tukwila Vicinity Map Site and Exploration Plan Grain Size Distribution Curves Summary Hand Boring Logs Hand Boring Logs (HB -1 through HB -3) 1EXPRES: Y/ 124 2011 Siew L. Tan, P.E. Principal Geotechnical Engineer 5 PanGEO, Inc. Approx. Scale: 1" = 1 /2 mile I a t O B P O A A T U a Infiltration Evaluation 1235748th Avenue South Tukwila, Washington Project No. 09 VICINITY MAP 'Figure No. 1 Mr. Raymond Ng 12357 -48 Avenue South, Tukwila, WA March 17, 2009 APPENDIX A SUMMARY HAND BORING LOGS 09 -013 Ng Infiltration, Tukwila PanGEO, Inc. Hand Boring HB -2 Location: Near southwest property corner Approximate ground surface elevation: 100.5 feet* Surface Condition: Short grass Depth (ft) USCS Material Description USDA Soil Classification 0 — 31/2 Loose, dark brown silty fine SAND, moist (SM) Loamy fine sand (Alluvium) -Grab Sample at 2': 28.9% fines - Decrease in fines —2.5' 31/2 - 4 Soft, brown, SILT, moist (ML) Silt 4 — 41/2 Soft, brown, sandy SILT, moist (ML) Silt loam 4 % - 5 Loose, black, poorly graded fine SAND, moist to wet (SP) Fine sand 5 — 6'/z Loose, brown, silly fine SAND, moist to wet Fine sandy loam (SM) -Iron oxide staining —5' - Becomes wet —6' Hand boring terminated approximately 6' feet below ground surface. Groundwater observed at 6 feet during exploration. *Ground surface elevation visually estimated using a base elevation of 100 feet at the intersection of 48 Ave. S. & S. 124 St. Hand Boring HB -1 Location: Near the west property line Approximate ground surface elevation: 100 feet* Surface Condition: Short grass Depth (ft) USCS Material Description USDA Soil Classification 0 — 1'/ 11/2 — 1 l 41/2 Loose, dark brown, silty fine SAND, moist (SM) T (Alluvium) Loose, black, poorly graded fine SAND, moist (SP) Loose, dark brown to black, silty fine SAND. moist (SM) - Becomes moist to wet —4', iron oxide staining Loamy fine sand Fine sand Loamy fine sand Hand boring terminated approximately 4' feet below ground surface. No groundwater observed during exploration. *Ground surface elevation visually estimated using a base elevation of 100 feet at the intersection of 48 Ave. S. & S. 124 St. HAND BORING LOGS 09-077 Flgt_SOaPlan.grr 3H8109 STS Approx. Scale 1 " =20' Legend: ® Approx. Hand Boring Location in ciwarvor HB -1 Note: Plot plan provied by project architect. PanGE AIN WiW t a c o n v e e a T e o 98 SOUTH 1 24TH STREET Infiltration Evaluation 12357-48th Avenue South Tukwila, Washington -0 2'-0 . 513W 11'24'E 100.00' f i ' t i f ` i I 1 HB 0•rO.TRA 0 T TRENCH • I 1 al 1 Sj f , l ' �._ HB -2 5B9'1'r'2 rE_ 100.00 ^ -- ._..... —. \.� eM9TB t 2' r1ATER MAOl� ��.... cx•9r0 Q• rv0 9eweix L!N¢ SITE AND EXPLORATION PLAN Project No. FI9ure No. 09 -013 2 04019.100 F1g3 (rain Sin DtstrlbW10ngrf 3119109 STS Cobble n N § . c Grain Size Distribution By•ASTNI D422 1000000 100000 10000 —4-- W8-2 (2') 1000 Particle Dlamcter {microns) 100 — is — We -3 (2.5') Silt and Clay 10 PanGEO Infiltration Evaluation 1235748th Avenue South Tukwila, Washington PioJect No. GRAIN SIZE DISTRIBUTION CURVES Igura No. 09 -013 3 Hand Boring HB -1 Location: Near the northwest property corner Approximate ground surface elevation: 100 feet* Surface Condition: Gravel Depth (ft) USCS Material Description USDA Soil Classification 0 —' /a Loose, gray, poorly graded GRAVEL with sand. dry (GP) (Driveway Fill) Extremely gravelly coarse sand '/2 - 5 5 — 8 Loose, dark brown, silty fine SAND to sandy SILT, moist (SM to ML) (Alluvium) - Occasional thin brown silt lenses Loose, black, poorly graded fine SAND, moist (SP) -Iron oxide stained layer —5' - Becomes wet —7' Loamy fine sand to silt loam , Fine sand Hand boring terminated approximately 8 feet below ground surface. Groundwater observed at 7 feet below grade during exploration. *Ground surface elevation visually estimated using a base elevation of 100 feet at the intersection of 48' Ave. S. & S. 124 St. Hand Boring HB -2 Location: Near northeast property corner Approximate ground surface elevation: 102 feet* Surface Condition: Short grass Depth (ft) USCS Material Description USDA Soil Classification 0 — 41/4 41/4 - 71/4 Loose, dark brown SILT to sandy SILT, moist (ML) (Alluvium) - Becomes moist to wet —4' Loose, black, poorly graded fine SAND, moist (SP) -Iron oxide stained layer —6' - Becomes wet —61/2' Silt to silt loam Fine Sand Hand boring terminated approximately 7'/4 feet below ground surface. Groundwater observed at 61/2 feet during exploration. *Ground surface elevation visually estimated using a base elevation of 100 feet at the intersection of 48 Ave. S. & S. 124 St. HAND BORING LOGS Date Hand Borings Excavated: February 19, 2009 Hand Borings Logged by: STS • 5'ilaSo7JUNE 1400 I FILE COPY Thomas E. Hammond, P.E., Inc. 13727 NE 74 Street Redmond, WA 98052 -4037 TABLE OF CONTENTS Job #08023.00 Tukwila II Residence 12 ? ?? - 48 Avenue South Tukwila, WA 98118 October 20, 2008 Subject Geocoding for the site Latitude and Longitude for the site USGS values for Ss and S1 Calculations for Seismic forces on bldg Calculations for Wind forces on bldg East elevation, shearwall on Grid A Perforated shearwall at Grid A West elevation, shearwall on Grid C Perforated shearwall at Grid C Modified APA Garage portal shearwall at Grid Wood Works calc for GLB at garage entry North elevation, shearwall at Grid 1 South elevation, shearwall at Grid 3 Shearwall Schedule Check Diaphragms WoodWorks calc, combined tension stress at stair opening boundary Upper Floor diaphragm chord development diagram Partial Upper Floor Framing Plan Section A at chord reinforcement Roof Framing Plan with chord splices Garage beam load combinations Bldg Section A showing upset beam across garage Wood Works calc for GLB across garage WoodWorks calc for PSL alternative beam across garage Load diagram for beam under Dining Wood Works calc for beam under Dining Wood Works calc for typical floor joists WoodWorks calc for crawl space beams E -mail memo w/ crawl space footings & stemwall reinforcing WoodWorks calc for 2" floor beam on Grid B Structural Notes, Code, Live Loads, Foundation, Concrete, Reinforcing, Steel Anchor Rods Structural Lumber/Timber, Roof Trusses Framing Notes, Miscellaneous REVIEWED FOR CODE COMPLIANCE APPROVED JUN 0 3 2009 City of Tukwila BUILDING DIVISION Ph.425/882 -2265; fax 425/869 -9419 poS 4 cm OCT 212008 PERMIT CENTER Page# 1.0 1.1 1.2 1.3 1.4 2.0 2.1 2.2 2.3 2.4 2.5 3.0 3.1 3.2 4.0 4.1 4.2 4.21 4.3 4.4 5.0 5.1 5.2 5.3 6.0 6.1 7.0 7.1 7.2 7.3 8.0 8.1 8.2 Free Geocoding, latitude and longitude for any address Page 1 of 2 Web Services System Management Geographic Systems Database Products ajmZip Manager ajmZip Manager Tools TIGER/Line Census 2000 Demographics Geocoding Pricing Support Resources Customer Login I eStore Feedback I ' Search:( I Search I Breaking News D Es Address: City: State: Zip Code: o re, ervice, Otis cation; 'om am o tware, Free Location GeoCoding Enter a location and we'll provide a latitude and longit Enter any combination of fields below. We will find the correct latitude and longitude. Please restrict addresses to US No Fr1IIs . locations and remember that if you enter a large geographic area (i.e. state only) we will return the coordinates of the approximate center c area. Sorbrov 12258 -48th ave south Tukwila WA 98118 Submit 0\07 Geogr fFr Desktop ( for your V More Stuff!!! Our geocodiag demographic software is now available. The demographic software provides comprehensive demograph• well as geocoding data. Try it out and let us know what yoi Please note that all geographic coordinates are approximat out our new, free geocoding software for your MS Windows aimGeocQd_e<. Location Name: 48th Ave S.Seattle.WA.98118 http: / /www.ajmsoft.com /ac /geocode.php 5/24/2007 Free Geocoding, latitude and longitude for any address r TIGER /line 2006 Second Edition files in ASCII, MS Access and MySQI format. Location Count: 1 Latitude: 47.5461 Longitude: - 122.2725 Page 2 of 2 *If the Location Count exceeds 1, then we found mull locations for the address that you entered and there additional latitude and longitude coordinates on file Due to excessive server use, we've had to limit reque per day. If you exceed this limit, please come back a midnight, Eastern Standard Time. We apologize for a inconvenience. Copyright 02004 - 2005 ajm Software, LLC. All Rights Reserved. Mail:ajm Software, PO Box 6401, Plymouth, MI 48170 -8401, US/ E- Contact: support ©ajmsoft.corn; Sales - sales @ajmsoft.com tel 927 -0083 Privacy I Contact Us I Site Map I Terms of Use. I Copyright © 200• http: / /www.ajmsoft.com /ac /geocode.php 5/24/2007 2002 Lat/Lon Lookup Output! &ie. -4 -"" IJS s 1 , sciionce lot a changing orld Page 1 of 1 LOCATION 47.5461 Lat. - 122.2725 Long. The interpolated Probabilistic ground motion values, in % at the requested point are: 10 %PE in 50 yr 2 %PE in 50 yr PGA 33.20 68.52 0.2 sec SA 73.09 153.16 1.0 sec SA 24.14 52.70 SEISMIC HAZARD: Hazard by Lat/Lon, 2002 http: // eqint. cr. usgs .gov /eq- men/cgi- bin/find -11- 2002- interp- 06.cgi 5/29/2007 J � TUK We L td7013, ov 5 1 2 9 /07 T*4 W iZ i - >kl (C, 43 (U2 1 x (5 c r JJA t-L-5 �� 1�2 x 1 o . t N7 PrLLS ' `Z ^� x \4o x S Cot��D 1 °x4 °� L�� (5 s� uP F t WA- L157`. 2N NI, ; [ i 3 X ((o), 07, kL- 9t Wnus' X[81] x co f's LID R r C24- x x 5 2,1_ 1 711- N -S C .Q, RooE 2 °2 !'/► = (n_Se kx 22,D l ,o THOMAS E. HAMMOND, P.E. 13727 N. E. 74th Street Redmond, WA 98052-4037 '� IS/v�tc2 ' (,7 L � t = b,5Z7 Sr - CLLss = L "P —(,Q S DS= z /sEc._ 5= -2 1 / 3(1.0)(‘'S3te-)= t,c (22----)=- ,03(7 (,2 S 1,2(1,D2 1� 1I� us() 1,0t7 v IZ V z � � o 0,204.2- 00,5) =14, 4 ; 1,4—= (0,st (;72 (D (4 t, l l (,137 V 5 1©0,0 U - Iorl+ 31(5^ 4 13 ;V 0 ' , .v • = 1 ' \ - 7 4--3(5 =4-132_ 1Zoor `, d 1r' 3l l 5 31(5 d ", \/ - l e i -- 7 -t" 31(5 = 1 0'. V - 2035 atU , toi7 -1--3(15 -4132- Zv4g5 G, 6 B5 ;o, S55 = 2 4,011" T ors 623 0 (o 3o0 30, 11 vp3AVr 23 1",4- 30 t� 13'1 /, 24,0 BS4/, a . h 451(, 31, o tc0 /, 3S, l 15 22,o 6 13 1 (1 3(,o 133'/, 3`t,924- Y dr7 Q l 3 .cD TvV._w I LA Z to (3 /vim T p W + VII D ANf.t.1q <I s ', rPe - c —q -oG = 224,2' IS,o x \ 35 = 2O,'3 13 = 0,39 k 1135= 0S C = (o,ss 1 N /5wlND (1 2 ), = 2`f 3a>` O =30,4 ((7.75) (L`I'Z -) - 1(0_2. (0,400 to, 3cxt THOMAS E. HAMMOND, P.E. 13727 N. E. 74th Street Redmond, WA 98052 -4037 arm P 1# c)(PasL \re C , = 2G- = rZ3° ,ce(eVwm1e ta '' -, NIS wt0d o,c4 ' 'S - r 52 d , t o x 4(.,5 4-, ( e5' --- a. A :- (i,3 Qt42_)(2o,3 ) . 1i = 4,3 16,)(0,5S) = 51 = 4 - (9,421 k4,2) - ( 11 2 '- (15,2) (c) - 452 6 e'. Ci 5MtC FotZGCS 83944 < to, ?o of THOMAS E. HAMMOND, P.E. 13727 N. E. 74th Street Redmond, WA 98052 -4037 ad. 'T utCW 1 L,A- L L << x) 5 /2_1107 E-4- Get r y INFO A l( , f � 49-- 4R2 2.S - •I o3= Id t 4k 2g THOMAS E. HAMMOND, P.E. 13727 N. E. 74th Street Redmond, WA 98052 -4037 ‘5‘--G r 1 26_3- UvG 20.25 x,'15 CS22' n i"( � - ` Zs,t , ° 3�s •103 =127 I4 - -tod 0/zaa (. -V6 1 3115 /L t2 =t63l ' 30 $ 5 _ /4E ter° r45 6,7c F -0[87 orr, 3U - ( „ 22 /T.= t i 3 5 2 7s [Z g— RES brbt ek-1Z �83� otT,, — p't Uzi 22 Z e� I 0 KW(1,A f ;lZitI b"? THOMAS E. HAMMOND, P.E. 13727 N. E. 74th Street Redmond, WA 98052 -4037 Z O H > w J w 1— cn w - r1)(< 1 1L+. i- -d ca(3,cx.) S�3 t /07 �J tk S_ I dG lir rye PL o c rz w�LLS o� WO( aP►J Ft T. ; 4 %,2.5 ,2.5 ` O .46 F = (55 go 4 lo■.Z lam. ' o =1z4- 3 'S ° - - t,0$ katV Q tom` 5 &vwGt 2,5 (SS 5,9 S.S.15 11,2i 3 �S 529 2.i F =155 7 ' 0�5 5 3 i 3,75 4.132 (traug 3, Wit- 3,50 6 '-- 4 - 5 ± 1 7 ( 72 ,1 5 - - 443 THOMAS E. HAMMOND, P.E. 13727 N. E. 74th Street Redmond, WA 98052 -4037 4l °f ( 2,407 k - �u,a < 3(I t, 1 . 6,`ta; '4 4 - (O d L'/z —D. - 0 (-7 1212v -0 = 0,8� 5,25 1 17 "5,75 ' e51 �'X 2 -c:," 20 -to d ('(ZEE - - ) Form No. TT-100 Figure 3. Recommended construction details for APA portal-frame bracing design with hold-downs (For use details see Table 2) MAX. HEIGHT 10' APA-The Engineered Wood Association EXTENT OF HEADER . DOUBLE PORTAL FRAME (TM BRACED WALL PANELS) . -- - -- i- -I. •-• ::: . ::.::„-. 3. , -:::.:---'•••::::::.::, , :- . .-74.':..-','.;■-:; . ;: , : ., FOR A PANEL SPLICE (IF NEEDED), PANEL EDGES SHAU. BE BLOCKED, AND OCCUR WITHIN 2e OF MICH HEIGHT. ONE ROW OF TYP. MEATHINGTO.• FRAMING NAILING IS REQUIRED. IF ateBLOCKING IS USED. THE 2X65 MUST BE NAILED TOGETHER WITH 3 16D SINKERS FASTEN TOP PLATE TO HEADER WITH TWO ROWS OF 16D SINKER NAILS AT r 0.C. TYP. • f STRAP OPPOSITE SHEATHING 1 `..eet2.1 FASTEN SHEATHING TO HEADER WITH 80 COMMON GALVANIZED BOX MARS IN 3 GRID PATTERN AS r O.C. IN ALL FRAMING (MOS. BLOCKING* AND _ . MIN. (2)8%40 i EaatilTAMMIEW • MIN. 2X2X3Hfr PLATE WASHER ONE Mr DIA. ANCHOR BOLT WITh r tot Em8E1, 1— A SHEATHING FILLER IF NEEDED 160 SINKERS 2 ROWS e r D.C. FOUNDATION PER CODE HR SimPP (MEM LSTAZ4) 242 FRAMING TYP. SECTION A-A StIn ELEVATION Page B of II N., z rn CD CD Dead Live Uplift Total Bearing: Load Comb Length Cb 440 740 1085 1825 Magnitude Start End 461 676 1137 461 676 1137 Loadl Load2 740 1085 1825 440 #0 0.00 0.00 #2 0.50* 1.75 No No #2 0.50* 1.75 #2 0.50* 1.75 #2 0.50* 1.75 #0 0.00 0.00 Load Type Distribution Magnitude Start End Location [ft] Start End Pat - tern Loadl Load2 Dead Snow Full UDL Full UDL 75.0 125.0 No No Criterion Analysis Value Design Value Analysis /Design Shear Bending( +) Bending( -) Live Defl'n Total Defl'n fv = 23 fb = 133 fb = 189 0.01 = <L/999 0.02 = <L/999 Fv' = 241 Fb' = 2736 Fb' = 2752 0.30 = L/360 0.45 = L/240 fv /Fv' = 0.09 fb /Fb' = 0.05 fb /Fb' = 0.07 0.03 0.04 WoodWo rks® SOFTWARE FOR W000 DESIGN COMPANY Thomas E. Hammond, P.E., Inc. 13727 NE 74th Street Redmond, WA 98052 425/882 -2265 June 1, 2007 21:40 PROJECT Tukwila I, #07013.00 Garage door header Beam1 LOADS (lbs, psf, or ptf ) Design Check Calculation Sheet Sizer 7.0 MAXIMUM REACTIONS (lbs) and BEARING LENGTHS (in) : A 2' 11' 13' Glulam -Bal., West Species, 24F -1.7E WS, 5- 1/2x9 -1/2" Self- weight of 10.19 plf included in loads; Lateral support: top= at supports, bottom= at supports; Analysis vs. Allowable Stress (psi) and Deflection (in) using NDS 2005 : ADDITIONAL DATA: FACTORS: F/E CD CM Ct CL CV Cfu Cr Cfrt Notes Cn LC# Fv' 210 1.15 1.00 1.00 - - - 1.00 1.00 1.00 2 Fb'+ 2400 1.15 1.00 1.00 0.991 1.000 1.00 1.00 1.00 1.00 - 2 Fb'- 2400 1.15 1.00 1.00 0.997 1.000 1.00 1.00 1.00 1.00 - 2 Fcp' 500 - 1.00 1.00 - - - - 1.00 - - - E' 1.7 million 1.00 1.00 - - - - 1.00 - - 2 Emin' 0.69 million 1.00 1.00 - - - - 1.00 - - 2 Shear : LC #2 = D +S, V = 965, V design = 799 lbs Bending( +): LC #2 = D +S, M = 916 lbs -ft Bending( -): LC #2 = D +S, M = 1300 lbs -ft Deflection: LC #2 = D +S EI= 668e06 lb -in2 Total Deflection = 1.50(Dead Load Deflection) + Live Load Deflection. (D =dead L =live S =snow W =wind I= impact C =construction CLd= concentrated) (All LC's are listed in the Analysis output) Load combinations: ICC -IBC DESIGN NOTES: 1. Please verify that the default deflection limits are appropriate for your application. 2. Glutam design values are for materials conforming to AITC 117 -2001 and manufactured in accordance with ANSI /AITC A190.1 -1992 3. Grades with equal bending capacity in the top and bottom edges of the beam cross- section are recommended for continuous beams. 4. GLULAM: bxd = actual breadth x actual depth. 5. Glulam Beams shall be laterally supported according to the provisions of NDS Clause 3.3.3. 6. GLULAM: bearing length based on smaller of Fcp(tension), Fcp(comp'n). SCALE: 1/4 " =1'-0" T w co NORTH ELEVATION r I t D SOUTH ELEVATION SCALE: 1/4 " =1'-O < t ' s 5 0 = 2A /i to .5 ,7, = 4t 32 'eg1 ¢"3 1 O`'cc7 ns= 'A 2 2.07 ' 1o4-(D C7:1, = l 04 b2 - Sp 7 ,' (cD NS S r-� - i \eq4. T -1---- r- t-- r 1 1 \Ai ('\ k II SOUTH ELEVATION SCALE: 1/4 " =1'-O < t ' s 5 0 = 2A /i to .5 ,7, = 4t 32 'eg1 ¢"3 1 O`'cc7 ns= 'A 2 2.07 ' 1o4-(D C7:1, = l 04 b2 - Sp 7 ,' (cD NS S r-� Label Sheathing 1112111211111 Nail S & Spacing Edges Masi Rim .loin or thtor corm to bop P Pig 2 Bottom Phase SW Plate I PLF Capacity — Anchor Bolt to Concrete Below PPR ri* Below VW W6 A i " /.t' COX o ,t`k2;5`�4 "oe 31 2� • 'k ;5'e 0,10: G'bc 5 /E q, 4 ;e. 2X SI3 W4 I do a4s'o.c '2 `ik35'. . dd @ 4&b . 57 4e32`Q,e- 2x 3I, W3 W2 _ I 2W4 l t5/32`' Cp>4 6.t3t`;�v5'�4'af ` 3x '&35 do e2 "ore S7 t 6° t6 "o.e- 3x 222 2W3 l 2W2 L74 • • Required Notes [11 Install panels either horizontally or vertically 121 Where sheathing is applied on both sides of wag, panel edge)oints shall be staggered so that joints on the %mite sides are not located on the same studs. [31 Blocking is required at all panel edges N1 Provide shear wall sheathing and nailing for the entire length of the walls indicated on the plans. Ends of full height wags are designated by exterior of the building corridors, windows, or doorways or as designated on plans. Bee plans for holdown requirement. (Alternate note: wails designated as perforated sheorwags r n, sheathingabove and below all openings! . i • is • , = • at all holdown • • 1. . also be • to each stud used • • holdown • • - • .- Refer to the holdown [81 lntermetisate *amine to be with 2x minimum members. Reid naierg 12' O.C. Based on 0.131 x 1 -112 nails used to attach to Use 0.131 x 2 -112" nails where in led over [e] Framing dips A35 or LIPS or approved equivalent w Where • attachment . - . rows of nails • : double ,•_ din or 1 m zones D Anchor bolts shall be with steel washers 9/48"4P'x_'. Embed anchor bolts r minimum into the concrete. [11) Pressure treated material can cause excessive corrosion in the fasteners. connector plates (framing angles etc.) for all connectors in contact with pressure Provide hot dipped is nails and - galvanized ( o-plating not acceptable) treated members. . Alternate Notes [121 711 APA rated sheathing, (OSB) may be used in place of 1513? sheathing provided that all studs are spaced at 16' O.C. , 1 Where wood W is . . • . over the for contact : . of record alternate [141 At adjoining panel edges; (2) ore studs nailed together may be used in place of a single 3x stud. Double 2x studs may be connected together by either. (a) . the studs • • . , _ with T rags of the sane • •_ ,.-, L; • and diameter as the ,, . • 1 Corgi the -..'! _ .. of record for adhesive or • • • :. bolt altervatives to cast • , • - anchor bolts. _ . ., -: .:..:....• be = .,...:k41) Framing Council Proposed Shear Wall Schedule Standard Revision 7.3/3!2004 Shear Wall Schedule 3/18/2004 l./ roKwt Lk - I, b 7CD r o W ( / � 7 - rc F-+ G k1ZAC -• ttcInR S r Teti � MbV 1P/ 1 A1 7 ' ` i +4f L'l �'• °r� F•P-4P1-M N L 1 l S b 2X 4 Jut L • k- Pc c'PE-f , F • E4.2 d-3.0x - !-• I ,, :7 0 s/g "LpX vt 035 4odcAMM0 N (0 �d d1, r\/s,‘� C — �2 30 (3 i� eo u v o NI c - 62r a - ( ¢3) MfrAI3 5 t /v) 7 — la c ( Crmnnn oKiS �0 4 s C 3 c� �}F N1.sM B C-� 2 S 3? TE'2 L c —Vc_ L 43. 31. c7 470 (3I' _ 41 -(D-7 c. (4-3) T 13 7b6otk -->)( 6aA..4f.n; 73t 1- r M c5Zz' x 4-'-(0" , e P %tirro.0 0 DaoR csf (4 - toaNA,a...s0 /2.t, CN - 10t31)_ . tk 4c)Z)44: 1411 --> CS 16 - ^ C f .4.6 -1 �C-S19 (L4- 2.o oR CC rA Ore'N NIG "CfZIMM S � 55 - 5 - 5 - 0 15.S THOMAS E. HAMMOND, P.E. 13727 N. E. 74th Street Redmond, WA 98052 -4037 r 4 .7o't -us' "- r.to,GLuE_D /N l b, d 366,th --->' 3 - lam d COM Me, r.S II r nn l=M 2 S W Dead 300 Distribution 227 Live 607 Loadl 413 Total Bearing: 907 641 Load Comb #2 Full Area #2 Length *1■A:w I. • I.....N. 0.50* S -_ : -: -� .- _ - 0.50* Load Type Distribution Magnitude Start End Location [ft] Start End Units Loadl Dead Full Area 15.00 (12.0)* psf Load2 Live Full Area 40.00 (12.0)* psf Load5 Dead Point 150 4.00 lbs Load6 Live Point 400 4.00 lbs Criterion Analysis Value Design Value Analysis /Design Shear Bending(+) Live Defl'n Total Defl'n fv = 32 fb = 518 0.14 = <L/999 0.24 = L/779 Fv' = 180 Fb' = 1138 0.52 = L/360 0.77 = L/240 fv /Fv' = 0.18 fb /Fb' = 0.45 0.26 0.31 WoodWo r ks® SOElWARE H)R WOOD DESIGN COMPANY Thomas E. Hammond, P.E., Inc. 13727 NE 74th Street Redmond, WA 98052 425/882 -2265 June 5, 2007 12:05 PROJECT / ` Tukwila I, #07013.00 1 / Stair trimmer w/ seismic +2.444,1 oh Beam1 LOADS ( lbs, psf, or plf Design Check Calculation Sheet Sizer 7.0 MAXIMUM REACTIONS (lbs) and BEARING LENGTHS (in) : Lumber -soft, D.Fir -L, No.2, 4x12" 02 2 - " l ye 42 Spaced at 12" c/c; Self- weight of 9.35 plf included in loads; Lateral support: top = full, bottom = at supports; Repetitive factor: applied where permitted (refer to online help); Analysis vs. Allowable Stress (psi) and Deflection (in) using NDS 2005 : ADDITIONAL DATA: FACTORS: F/E CD CM Ct CL CF Cfu Cr Cfrt Ci Cn LC# Fv' 180 1.00 1.00 1.00 - - - 1.00 1.00 1.00 2 Fb'+ 900 1.00 1.00 1.00 1.000 1.100 1.00 1.15 1.00 1.00 - 2 Fcp' 625 - 1.00 1.00 - - - - 1.00 1.00 - - E' 1.6 million 1.00 1.00 - - - - 1.00 1.00 - 2 Ervin' 0.58 million 1.00 1.00 - - - - 1.00 1.00 - 2 Shear : LC #2 = D +L, V = 907, V design = 846 lbs Bending( +): LC #2 = D +L, M = 3185 lbs -ft Deflection: LC #2 = D+L EI= 664e06 lb -in2 Total Deflection = 1.50(Dead Load Deflection) + Live Load Deflection. (D =dead L =live S =snow W =wind I =impact C= construction CLd= concentrated) (All LC's are listed in the Analysis output) Load combinations: ICC -IBC DESIGN NOTES: 1. Please verify that the default deflection limits are appropriate for your application. 2. Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1. nn 1 314 - _ -r t. x (11 51 V 57 P .5c. «13 1(JKVw l n T , (? , c , CD -- THOMAS E. HAMMOND, P.E. 13727 N. E. 74th Street Redmond, WA 98052 -4037 'CS 18" I x 4' -0" w/! 18 -. 10d (1/2 E. E. 'U210 -2' SUBFL NAILING: 3/4" T & G CDX PLYWD GLUDED & NAILED w/ 8d @ 6" O.C. @ SUPPORT EDGES 8d @ 12" O.C. @ INTERIOR SUPPORTS li �U�w�LPr Z b"101 (0/5/4. - H- is 01 104 (: 4 *"0 2-W2- THOMAS E. HAMMOND, P.E. 13727 N. E. 74th Street Re Imond, WA .;.,02 -4037 0 iv Ki T SE'L gse • • ■• : • . • • • • 1 : • • ,. i. e i , I • ■ 1.. •• 7 I I ' M• , , • -4• TOW" P.E. TRUSSES (4 24 O.C. "rto 1 Ft 5 Inte..W4 .• 1 r USE 14.414,AA A4 ON 4 24%0' 2it3 RAFTERS till 24' OA • 1 , M 3CV• •••• •N. '47 +Al row FrpiNG • NOSLAII. ; • • • - • •-• • = . • • I • • i. 1 • 7 1 . • • • • • J 1 _ :- • .. ,.... ' ; _ ' 4.. = 4 _LOC) WPAMINc.-- PLAN ; Tor vt.sPLIcest usecl-tGeleommot4 -n NJe s puces (.19,5•-16d QLMMi 23(10 RAFTERS 24' Si T� (\ i 4 1, 13,c-Do 5/2q /o L — 23� -b = 412 (i 7 Load Cab 2 D+c ; 4g2 4 --2S0= 7"1Z I k h 4 2 . 4 - 5 - 1 = • 4 (bds *f, , D k ¢ L + T S : dict = 108 vat, <---- 69 2.1" c-�6 w,5 I �� e (21,(4-4th) 5`(4- )(IV/ ?SL «, L = 2ac, 2 g THOMAS E. HAMMOND, P.E. 13727 N. E. 74th Street Redmond, WA 98052 -4037 2x6 STUDS 16• C.C. 15132' CON OR OSB W/ VAPOR BARRIER MPG TRUSS COMPOSITION ROOFING 24* 0.C. o/ 1511 FELT S/8'UNBLOCK'D CDX OR OSB SHEATHING w'8d 6' O.C. 12' INTERM. 314' T&G PLYWD SHEATHING (GLUE 8 NAIL) (rFP) R -21 INSUL. SECTION 'A' SCALE: 1 /4` =1' -0" 12 Rg DL= fbx(S LL =? sc4o 2,8 1 S * /S I l e = 4-7_5*elf R-38 INSUL. INSULATION BAFFLE PROVIDE 1.112• MIN. CLEAR VENTED AIR SPACE OVER INSULATION (0 Zl Gi.$ e 3` /4X23 it, ?sL 5/8• TYP OWE ALL WALLS 8 CL'G IN GARAGE loka DL -kusDL =15.X 3`° SA_ 1-5)( w = 2 7Q /t SL = X7,5 -8b = s1st /t Load Type GJ -V . Dead 6106 Loads 6106 Live 6991 6991 Total Bearing: 13097 Full UDL 13097 Load Comb Length #2 .75S #2 Full UDL 3.88 3.88 Load Type Distribution Magnitude Start End Location [ft] Start End Units Loads Dead Full UDL 492.0 plf .75L Live Full UDL 210.0 plf .75S Live Full UDL 385.0 plf • WoodWo rks® SOF/WARE FOR WOOD DESIGN COMPANY Thomas E. Hammond, P.E., Inc. 13727 NE 74th Street Redmond, WA 98052 425/882 -2265 May 29, 2007 21:02 PROJECT Tukwila I, #07013.00 2nd Floor beam across Garage Beam1 LOADS ( Ibs, PSI or plf ) Design Check Calculation Sheet Sizer 7.0 MAXIMUM REACTIONS (lbs) and BEARING LENGTHS (in) : 10' Glulam -Bal., West Species, 24F -1.7E WS, 6- 314x21" Self -weight of 27.64 Of included in loads; Lateral support top= at supports, bottom= at supports; Analysis vs. Allowable Stress (psi) and Deflection (in) using NDS 2006 : Criterion Shear Bending( +) Live Defl'n Total Defl'n Analysis Value fv = 118 fb = 1861 0.46 = L /611 1.07 = L/264 Design Value = FvT 210 Fb' = 2183 0.78 = L/360 1.17 = L/240 Analysis /Design fv /Fv' = 0.56 fb /Fb' = 0.85 0.59 0.91 ADDITIONAL DATA: FACTORS: F/E CD CM Ct CL CV Cfu Cr Cfrt Notes Cn LC# Fv' 210 1.00 1.00 1.00 - - - 1.00 1.00 1.00 2 Fb'+ 2400 1.00 1.00 1.00 1.000 0.910 1.00 1.00 1.00 1.00 - 2 Fcp' 500 - 1.00 1.00 - - - - 1.00 - - - E' 1.7 million 1.00 1.00 - - - - 1.00 - - 2 Emin' 0.69 million 1.00 1.00 - - - - 1.00 - - 2 Shear : LC #2 = D +L, V = 13097, V design = 11146 lbs Bending( +): LC #2 = D +L, M = 76945 lbs -ft Deflection: LC #2 = D+L EI= 8856e06 lb -in2 Total Deflection = 1.50(Dead Load Deflection) + Live Load Deflection. (D =dead L =live S =snow W =wind I =impact C =construction CLd =concentrated) (All LC's are listed in the Analysis output) Load combinations: ICC -IBC DESIGN NOTES: 1. Please verify that the default deflection limits are appropriate for your application. 2. Glulam design values are for materials conforming to AITC 117 -2001 and manufactured in accordance with ANSI /AITC A190.1 -1992 3. GLULAM: bxd = actual breadth x actual depth. 4. Glulam Beams shall be laterally supported according to the provisions of NDS Clause 3.3.3. 5. GLULAM: bearing length based on smaller of Fcp(tension), Fcp(comp'n). I I WoodWo r ks ® • SOFIWARF FUR WOOD DESIGN COMPANY Thomas E. Hammond, P.E., Inc. NE 74th Street R dmond, WA 9 052 425/882 -2265 May 29, 2007 21:04 PROJECT Tukwila I, #07013.00 2nd m o r beam across Garage Design Check Calculation Sheet Sizer 7.0 LOADS ( lbs, psf, or plf) : Load Type Distribution Magnitude Start End Location [ft] Start End Units Load) .75L .75S Dead Live Live Full UDL Full UDL Full UDL 492.0 210.0 385.0 plf plf plf MAXIMUM REACTIONS (lbs) and BEARING LENGTHS (in) : 10 23 ,- Dead Live Total Bearing: Load Comb Length 6241 6991 13232 6241 6991 13232 #2 3.36 #2 3.36 PSL, 2.1E, 3100Fb, 5- 1/4x23 -7/8" Self- weight of 39.17 plf included in loads; Lateral support: top= at supports, bottom= at supports; Analysis vs. Allowable Stress (psi) and Deflection (in) using NOS 2005 : Criterion Analysis Value Design Value Analysis /Design Shear Bending( +) Live Defl'n Total Defl'n fv = 132 fb = 1870 0.33 = L/863 0.76 = L/369 Fvi = 285 Fb' = 2414 0.78 = L/360 1.17 = L/240 fv /Fv' = 0.46 fb /Fb' = 0.77 0.42 0.65 ADDITIONAL DATA: FACTORS: F/E CD CM Ct CL CV Cfu Cr Cfrt Ci Cn LC# Fv' 285 1.00 - 1.00 - - - - 1.00 - 1.00 2 Fb'+ 3100 1.00 - 1.00 0.779 1.00 - 1.00 1.00 - - 2 Fcp' 750 - - 1.00 - - - - 1.00 - - - E' 2.1 million - 1.00 - - - - 1.00 - - 2 Emin' 1.09 million - 1.00 - - - - 1.00 - - 2 Shear : LC #2 = D +L, V = 13232, V design = 10992 lbs Bending( +): LC #2 = D +L, M = 77741 lbs -ft Deflection: LC #2 = D +L EI= 12503e06 lb -in2 Total Deflection = 1.50(Dead Load Deflection) + Live Load Deflection. (D =dead L =live S =snow W =wind I =impact C= construction CLd= concentrated) (All LC's are listed in the Analysis output) Load combinations: ICC -IBC DESIGN NOTES: 1. Please verify that the default deflection limits are appropriate for your application. 2. SCL -BEAMS (Structural Composite Lumber): the attached SCL selection is for preliminary design only. For final member design contact your local SCL manufacturer. 3. Size factors vary from one manufacturer to another for SCL materials. They can be changed in the database editor. THOMAS E. HAMMOND, P.E. 13727 N. E. 74th Street Redmond, WA 98052 -4037 f _ pro ���_�I. ll � �C -PGCC 6 SD g2,5 I t WOOdWorks® SOF /WARE FOR WOOD DESIGN COMPANY Thomas E. Hammond, P.E., Inc. 13727 NE 74th Street Redmond, WA 98052 425/882 -2265 June 3, 2007 12:16 PROJECT Tukwila I, #07013.00 G E 2nd floor bm at dining Beam1 Design Check Calculation Sheet Sizer 7.0 LOADS ( lbs, psf, or plt) : Load Type Distribution Magnitude Start End Location (ft) Start End Units Loadl Load2 Load5 Load6 Dead Snow Live Dead Full UDL Full UDL Point Point 128.0 75.0 2170 814 5.25 5.25 plf plf lbs lbs MAXIMUM REACTIONS (lbs) and BEARING LENGTHS (in) . � At 0 I i tee- 1 10' Dead Live Total Bearing: Load Comb Length 1132 1109 2242 1132 1109 2242 #3 0.82 #3 0.82 Glulam -Bal., West Species, 24F -1.7E WS, 5- 1/2x9 -1/2" Self- weight of 10.19 plf included in loads; Lateral support: top= at supports, bottom= at supports; Analysis vs. Allowable Stress (psi) and Deflection (in) using NOS 2005 : Criterion Analysis Value Design Value Analysis /Design Shear Bending( +) Live Defl'n Total Defl'n fv = 61 fb = 1412 0.14 = L/930 0.30 = L/425 Fv' = 210 Fb' = 2368 0.35 = L/360 0.52 = L/240 fv /Fv' = 0.29 fb /Fb' = 0.60 0.39 0.56 ADDITIONAL DATA: FACTORS: F/E CD CM Ct CL CV Cfu Cr Cfrt Notes Cn LC# Fv' 210 1.00 1.00 1.00 - - - - 1.00 1.00 1.00 2 Fb'+ 2400 1.00 1.00 1.00 0.987 1.000 1.00 1.00 1.00 1.00 - 2 Fcp' 500 - 1.00 1.00 - - - - 1.00 - - - E' 1.7 million 1.00 1.00 - - - - 1.00 - - 2 Emin' 0.69 million 1.00 1.00 - - - - 1.00 - - 2 Shear : LC #2 = D +L, V = 2217, V design = 2108 lbs Bending( +): LC #2 = D +L, M = 9737 lbs -ft Deflection: LC #2 = D +L EI= 668e06 lb -in2 Total Deflection = 1.50(Dead Load Deflection) + Live Load Deflection. (D =dead L =live S =snow W =wind I= impact C= construction CLd= concentrated) (All LC's are listed in the Analysis output) Load combinations: ICC -IBC DESIGN NOTES: 1. Please verify that the default deflection limits are appropriate for your application. 2. Glulam design values are for materials conforming to AITC 117 -2001 and manufactured in accordance with ANSI /AITC A190.1 -1992 3. GLULAM: bxd = actual breadth x actual depth. 4. Glulam Beams shall be laterally supported according to the provisions of NDS Clause 3.3.3. 5. GLULAM: bearing length based on smaller of Fcp(tension), Fcp(comp'n). III Wood Works ® SOF /WARE FOR WOOD DESIGN COMPANY Thomas E. Hammond, P.E., Inc. NE 74th Street Redmond, WA 98052 425/882 -2265 June 2, 2007 23:30 PROJECT 7t Tukwila I, #07013.00 Beamt floor joists Design Check Calculation Sheet Sizer 7.0 LOADS ( Ibs, psf, or pit ) : Load Type Distribution Magnitude Start End Location [ft] Start End Units Loadl Load2 Dead Live Full Area Full Area 15.00 (16.0)* 40.00 (16.0)* psf psf *Tributary Width (in) MAXIMUM REACTIONS (lbs) and BEARING LENGTHS (in) : 10 i i 15' -6'l Dead Live Total Bearing: Load Comb Length 186 413 599 186 413 5 #2 0.64 #2 0.64 Lumber -soft, D.Fir -L, No.2, 2x12" Spaced at 16" c/c; Self- weight of 4.01 plf included in loads; Lateral support: top= full, bottom= at supports; Repetitive factor: applied where permitted (refer to online help); Analysis vs. Allowable Stress (ps) and Deflection (in) using NDS 2005 : Criterion Analysis Value Design Value Analysis /Design Shear Bending(+) Live Defl'n Total Defl'n fv = 47 fb = 880 0.24 = L/765 0.41 = L/456 Fv' = 180 Fb' = 1035 0.52 = L/360 0.77 = L/240 fv /Fv' = 0.26 fb /Fb' = 0.85 0.47 0.53 ADDITIONAL DATA: FACTORS: F/E CD CM Ct CL CF Cfu Cr Cfrt Ci Cn LC# Fv' 180 1.00 1.00 1.00 - - - - 1.00 1.00 1.00 2 Fb'+ 900 1.00 1.00 1.00 1.000 1.000 1.00 1.15 1.00 1.00 - 2 Fcp' 625 - 1.00 1.00 - - - - 1.00 1.00 - - E' 1.6 million 1.00 1.00 - - - - 1.00 1.00 - 2 Emin' 0.58 million 1.00 1.00 - - - - 1.00 1.00 - 2 Shear : LC #2 = D+L, V = 599, V design = 526 lbs Bending( +): LC #2 = D +L, M = 2320 lbs -ft Deflection: LC #2 = D +L EI= 285e06 lb -in2 Total Deflection = 1.50(Dead Load Deflection) + Live Load Deflection. (D =dead L =live S =snow W =wind I= impact C= construction CLd =concentrated) (All LC's are listed in the Analysis output) Load combinations: ICC -IBC DESIGN NOTES: 1. Please verify that the default deflection limits are appropriate for your application. 2. Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1. N b y\ d to/ - 1 - 2V , t ti4 clnovd= { P_ 1,Sx t,2 I G- b -i: < 1035 ok Design Check Calculation Sheet Sizer 7.0 LOADS ( Ibs, psf, or plf) : Load Type Distribution Magnitude Start End Location [ft] Start End Units upper flr upper flr LL lower flr LL lower flr DL wall DL Dead Live Live Dead Dead Full UDL Full UDL Full UDL Full UDL Full UDL 233.0 620.0 620.0 233.0 47.0 plf plf plf plf plf MAXIMUM REACTIONS (lbs) and BEARING LENGTHS (in) : a 714 x,r ..,s.7 r; s: rr, - = -' : 7 F � F ' , ? a[7c _:.7�? �^aa`, _ 6 .:.:., •_••_� x.. `i , �. i- A +. -c. xh .,,,F ' 'x c r ,. r ,y "-"T � y ' . r a ga -'� -.. Tl y - ''; ' ` -t.. a q`4' s L' '. `Y r `'� _C.. �,.� o ;Y.` 1 ♦ TC 5� � ,,. • f T 5 4 a 'F.* c ^ F �TC � 1 ry- l f- .� � - FR ?, � ^ - A t .• Y a r „ `" � ' S 5c ^ St -y -rt�4y i r t r y } .+cacG. Y .i7T FT ..A (,Ce.�,'I ..tf ^"'r "f'�il� � P""t a '7 � . r1} '-'i C +-!!� Ik -TF h k .l .+. 1 y A E 1 1T i' l' l' '''''. X51 +! t l ; A LL' r.,.t,acC. rfi �-i 'r r l r"" .4 w,y3 ' '" - ..'1..: w -"7 - f i§!S a a r ` � a . 2 rrs c ° { • r., •: , 4 Y' , . x T'Y . i. 117 a. • r�F �".t." r i4+s.r ' ' ` ` � ,...iC -t r r ya 7 1 ,0 .. . 1 1'r �.' ,, .,.Y r 7 ' q „.„ E .Jr .�,.,. _..,..,,,, ` '�I¢ I e - - Y" X 65 R ',a:. -..�.d. � } y:..estiiat C.• ■Ii a 7 Dead Live Total Bearing: Load Comb Length 1848 4340 6188 1848 4340 6188 #2 1.80 #2 1.80 Timber -soft, D.Fir -L, No. 1, 6x12" Self- weight of 15.02 plf included in loads; Lateral support: top= at supports, bottom= at supports; Analysis vs. Allowable Stress (ps') and Deflection (in) using NOS 2005 : Criterion Analysis Value Design Value Analysis /Design Shear Bending( +) Live Defl'n Total Defl'n fv = 107 fb = 1072 0.06 = <L/999 0.10 = L/853 Fv' = 170 Fb' = 1340 0.23 = L/360 0.35 = L/240 fv /Fv' = 0.63 fb /Fb' = 0.80 0.26 0.28 ADDITIONAL DATA: FACTORS: F/E CD CM Ct CL CF Cfu Cr Cfrt Ci Cn LC# Fv' 170 1.00 1.00 1.00 - - - - 1.00 1.00 1.00 2 Fb'+ 1350 1.00 1.00 1.00 0.993 1.000 1.00 1.00 1.00 1.00 - 2 Fcp' 625 - 1.00 1.00 - - - - 1.00 1.00 - - E' 1.6 million 1.00 1.00 - - - - 1.00 1.00 - 2 Emin' 0.58 million 1.00 1.00 - - - - 1.00 1.00 - 2 Shear : LC #2 = D +L, V = 6188, V design = 4494 lbs Bending( +): LC #2 = D +L, M = 10829 lbs -ft Deflection: LC #2 = D +L EI= 1115e06 lb -in2 Total Deflection = 1.50(Dead Load Deflection) + Live Load Deflection. (D =dead L =live S =snow W =wind I= impact C =construction CLd= concentrated) (All LC's are listed in the Analysis output) Load combinations: ICC -IBC DESIGN NOTES: 1. Please verify that the default deflection limits are appropriate for your application. 2. Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1. ale e , r • WoodWorks® SOF7 WARE FOR WOOD DESIGN COMPANY Thomas E. Hammond, P.E., Inc. 13727 NE 74th Street Redmond, WA 98052 425/882 -2265 June 5, 2007 17:17 PROJECT Tukwila I, #07013.00 crawl space beams Beam2 a •s* 1 • fo • 1153 Tom Hammond To: Dick Causey (causr @verizon.net) Subject: Tukwila I Contacts: Dick Causey Dick: The 6x12's in the crawl space need to be DF -L #1 for 7' spans. The footins to be 2.5' square by 10" deep w/ 345 each way bottom (3" clear). Stem walls to have #4 eeach way at 12" o.c. w/ 244 continuous at the top of the wall. The footers to be 8 "x16" w/ 2-#4 contiuous. That's it for the footings. Tom TL (t Ss, 6/4/2007 I S�, PtyY o LL- PL ISM u15- ` Z 4� i1 IL CS � _ 2 3 Page 1 of 1 Lead Ty pe Cist'Clbotion ti tern Location ;ft) Start Enl Magni ude Urti Star; Rod! 255.2 1p_1 ; 425.0 'p1E i load_ loSd2 dead Sndv Full UCL �Poll 110E 1366 Onloc:tosec : Deed 95C 651 7r.t.tt ra :toied: 1364 1366 2214 i214 Total Load Ccmc 121 1771 Lergt' 0.64 Cb 1.00 Mey 03'46p Thomas E. Hammon°, Kt.. LOADS: WoodWorks' awwe� +oeo oia rta COMPANY Thomas E. liammend, P.E., Inc. 13727 NE 174th Street ReOmond, WA 90032037 'hone: 4426f8e2 - 2285 May 2. 2009 15:21 Design Check Calculation Sheet Star 6.1 MAXIMUM REACTIONS (The) and BEARING LENGTHS (in) : b Cri_e =ion RECEIVED MAY 0 ,1 2009 90 39 d end. ei3 7alae Desi•n value Timbe•soft, D.FIr -L, No.1, 6u8" 9elf- welpht of 9.8 p0 included le Toads; Lateral supper: topes K supporta, bottom= at supporta; Analysis ve. Allowable Stress (psi) and Deflection (In) using Nos zoos : Anal 3bea_ v = • ;95 ray 13enaing( +1 Ch -. 027 Erb' - 9E2 Tbi!D' Lye Darl'n :.06 = !x/999 ' 0.21 • L/360 ictal coe1'n I 0..:9 . I.:516 1 0.32 • L /240 'Die /De91 C.96 C.20 C.39 ADDITIONAL DATA: F1.:;TJ F/i co c71 Ct CL CF ;t. Ct Crrt Cl Cn L 11 Fri' 17) t.tS 1.00 1.00 - - 1.00 1.00 1yC 2 Fa'• 75: 1.15 1.00 :.00 :.000 1.0n0 1.0C 1.00 1.0C 1.00 - 2 rap' 023 - 1.10 1.00 - - - 1.00 1.00 - E' 1.3 million 1.:10 1 .00 - - 1.00 1.00 - 2 gmin' C.00 million 1.30 1.00 - 1.00 1.hiJ - , Shear : LC 1' - 2'S. c' - 2214, v aes,igr = 1769 Ins eendi- r+ . :.0 42 = 0 +S, N = 3554 lbt -ft Oeflec:.iuo: LC 12 - r=s :1 vet LC 12 • 3 +3 {total) 251CC6 lb -in: Tata1 Der :ertloo • 1.Sfl Dead Load Deflect_cn) • Live load iefleo :ion. :•riead L-li'e S•snow a.wind 1=impact Ls =coOf live Lc•cnncentsatsd are 1_sted in the analysis outcut Load eoM:nat: one: ICC -IBC OESI ®N NOTES: I. Please verify that the deleu:t deflection limits aro appropdete for your aodloatlon. 2. Sewn lumber bending men berg shell tie laterally su000rted according to the provolone of NOS Cleu 4.410PO044 r a PROJECT 07013 Tue Window hs•..•. - •.JR Seems 6 -5 07 JUNE'( 9 ABSI1V0 QddHOId ZIIE88LSZV V0 :60 600Z/be/S0 anfacta :ea: Type Distribution Vet- tern zero Dead 790 Unit 794 Other r'actcte0: 1860 1 &60 2654 pit pl_f 2654 Total 4earir,g: 02 P 02 Loud Coe.b Length. 0.77 Live Defi'n 0.77 Cb 1.00 = 1.00 Pao Type Distribution Vet- tern zero Location Ifti Start Era legr ituce start End Unit x:.03'11 ILOdCi2 _ Dead Live Fall UM, Fun UDL fv/Fv' 620.0 pit pl_f Criterion A ^aiVBia Value D eli n 1s.ue Analysis /Design Shea' v • Fv _ fv/Fv' • 0.45 1 eering(+) _b • 427 Ft' P 1200 Lb /Fb' • 0.71 Live Defi'n 0.06 • <L /994 0.20 = L/360 0.29 Total Oefl'n 0.10 = L/750 0.30 ■ L/240 0.32 lay 02 09 03:47p Thomas E. Hammond, P.E., 6 .. f LOADS: WoodWork? 11Qr 609 Y 000 O C'' Design Check Calculation Sheet Sher 8.1 MAXIMUM REACTIONS (Ibe) and BEARING LENGTHS (In) : C ' Timbarooit, D.FIr -L, No. 1, 6x8" Solf -weight of 9 -8 plf Included in loads; Lateral support: top at supports, bottom= at supports: Analysis vs. Allowable Stress (psi) and Deflection (In) using 1408 2008 : ADDITIONAL DATA: FACTORS: E/E TV. 170 Fo'+ 1200 Fop' 625 E' 1.6 Emin' C.00 CD 1.00 1.00 rtu 11.1 on million CM 1.00 1.00 1.00 1.30 1.30 RE'CERIED SPAY 0 2009 cQMMUNiTy ( •F\11 7: " tr,rT C: 1.00 1.00 1.00 1.30 1.00 �L 0E 1.030 1.000 Cfu Of 1_00 1.00 LO 39tid A3SflvO CENvH3Ib COMPANY Thomas E. Hammond, P.E., Inc. 13727 NE 174th Some Redmond, WA 98062 -4037 phone: 426/882 -2285 May 2, 2009 15:17 Cfrt 1.00 1.00 1.00 1.00 3.00 Ci CA 1.00 1.05) 1.30 - 1.00 - 1.00 1.00 Sneer : LC 42 • o +L, V - 2654, V design - 2101 los ending: +): LC M2 - 3 +L, K - 382 lba -ft Deflection: LC 12 . Ott (live) LC 12 • 0•L (total) E2 = 309eC6 lb -Lra2 Total Deflection, a 1.50:Deed Load Deflection) + Live Load Deflection. 0-dead L•live S.enow 'Npwicd T- impact Lr•rao.f live Lo =concentrated All Le 's ars listed in the Analysis output Load corn Lnationa: ICC -19C 4 Ln 4•Iw P.O LC4 2 DESIGN NOTES: 1. Please verify that the default deflection limits are appropriate for your application. 2. Sawn lumber bending members shell be laterally supported according to the provisions of NOS Clause 4 PROJECT 07013 Tukwila Windaw header - 80D Family Rm door (learnt ZIT£88LSZt' b0 :60 600Z/b0/S0 rilr f = r t o'Ct'd : ACalyE1n /Ceel,gtr 5. oar sarldir;yc4•) I L.:.,e DarL'n I Ioa: 0ef1'n =•Esc 5241 52= ,: tl er s:Mtost•c: 95C +l 6i3 13 011 .ctol cear.ng: Lcad r . :.urgtr. 0e @,50 4.'• 41 • • 4-1 L Cb 1.00 Cvlterion RP.alvs1s '/slue ;Design va"ue ACalyE1n /Ceel,gtr 5. oar sarldir;yc4•) I L.:.,e DarL'n I Ioa: 0ef1'n ii`v�. H`r 195 ` ft = 395 i - FL' - 96'1 0.02 - <: 0.1J - L/360 0.05 - c.,f999 ; 0.20 L /240 tv /Fv' 0.727 fbr!h' - C.69 0.19 0.24 May' 02 09 03: I- LOADS: Lad =o ea2 Thomas E, Hammond, P,E,, WoodWorkse 0e =d 9'_1:1 'JDL Snqu Fo:.1 001 C, J W.Yr FOG 0000 Oiil(7. Ty C19tritm.Lon MAXIMUM REACTIONS (!bsf and BEARING LENGTHS (In) i uru ',na+n rur oearras :a rot ror aalenor eu 80 39t'd RECEIVED MAY 0.i 1009 f'Nvt► 1 %iit COMPANY PROJECT Thomas E. Hammond, P. E , Inc. 07013 Tu 13727 NE 174th Suet Window r lof Redmond. WA 911052.4037 Beam1 uhone: 42616 62 -22 65 l May 2, 20139 15:06 Design Check Calculation Sheet Sear 9.1 Vat- Location ft) kern 5 *art. 2n1 Titnber4oft, D.Far -L, No.2, 8,16" Self - weight cf 7.19 MI ?r^duded in bade: Late suoport: top" at supports, bottom° at supports: Analysts us. Allowable Stress (pa() and Deflection (n) using NOS 20011: ADDITIONAL DATA: FACTORS: 9' /S Cc C:' Ct :.1 CF Cfu Ct Cftt Ci. ... Lt fv' ?10 1.15 7.00 :.00 - - - 1.00 1.00 1.• 11 `0 2 E''','4. 150 1.:5 1..'.0 1.33 1.000 1.000 -.LG 1.00 1.00 1.30 - 2 rep' - 1.JO 1.00 3.00 1.00 - - e 1.5 mi ::.Lon. 1.0C .00 - - 1.00 1.u7 - 2 l:.mi.:' J.3(: aii.r.on 1.00 1.0 - 1.00 1.00 - 2 Sh ^.ac , i '.; 12 - L! +.S, V = 1374 V .aesi:fr t.11:9 irs :+e-.o_ny,.; : LC 1c . D •S, w - 1:174 lbn-ft ]Er.lnn :i::n: LC 42 a D -S Give) LC 42 • 7+S (teta]) CI = 95e06 lb-in.2 Total. Deflection - 1.50 Head Lose Oat).etticn) ' L1ve D,oaa Def10 =ioA. 7 -dried L -Live S -sic', N =wind 1.1.mpac: Li' =toof live Lc°coa =sr. Al'. !.C'e aro 1:oted in the dna'ys..ir n, :trut _can Cuuil 1CC -2SC ' DESIGN NOTES: I , Piuse vonly Meta* default dMfeclic, ilmi;a are appropriate for your application. L 2. Sewn lumber bending rnernbera shell to laterally suppaned according to :no provisions of NDS Cause 4 4.1 vea- ooy -a4 � a v , ma iii edY !Celt 255.7 P 4 :5.0 plf j [ r ` c .M 2004 �qOr �rrr,�i.i0w� #C A3Sflti9 QdVHDIh ZTTE88LSZb t'0 :60 600Z/b0/S0 1n w , Q THOMAS E. HAMMOND. PE. 13727 N. E. /4th Street Redmond, WA 98052 -4037 LU 11 0 PORGI1 t�DG>rR Etc T -- •_ - -�.. •.... 1 _C.ARl.GE PORT fRAME A -r. 9 PORCM RA LING q • EMIR Y STAIRS FRAMING P...M( . ' 5 . Tl'P. STAIR Sf GTLJN 05/04/2009 09:04 4257883112 May 02 09 03.45p Thomas E. Hammond, P, •1 • RECEIVED MAY 0 4: 2009 _OPPAMUNITY CEVELOPMENT TUG/Vt.* -2 ! ' I • eA) RICHARD CAUSEY 4.:0-006o C r 4/5C' ' *.**7. kerFiE 1A66-9L-"L J e'•; ,. 4 — • 0 , - ZigaSSIZ T, PAGE 04 • City of Tukwila rya January 19, 2011 Raymond Ng PO BOX 626 Renton, WA 98057 Dear Mr. Ng, Jim Haggerton, Mayor Department of Community Development Jack Pace, Director RE: Request for Extensions Development Permits D08 -471 OM Mechanical Permits M08 -251 & 252 Plumbing /Gas Piping Permits PG08 -267 & 268 This letter is in response to your written request for an extension to the building, mechanical, and plumbing /gas piping permits for the Ng Lots. The Building Official has reviewed your letter and considered your request to extend the above referenced permits. Due to the fact that permit extension requests must be received prior to the expiration date of the permit and the lack of activity on these permits, it has been determined that extensions will not be granted. As of November 30, 2010 permits D08 -471 and D08 -472 no longer qualified for extensions. The same is true for M08 -251 and M08 -252 as of December 4, 2010 and PG8 -267 and PG08 -268 as of December 27, 2010. Prior to additional work or inspections taking place for the above projects new permits, plans and fees will need to be submitted to the City of Tukwila. If you should have any questions, please contact our office at (206) 431 -3670. Sincerely, ifer M hall it Technician File: Permit No. D08 -471, D08 -472, M08 -251, M08 -252, PG08 -267, PG08 -268 W:\Pennit Center \Extension Letters \Denials \Permits\2008 \DO8 -47I+ Permit Extension Denial doc jein 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 C i4gmfz JAN 14 2011 l'EFilwn- CENTER DA *7( 4d L4 tv) tt 0-6 --tivt- t c, 1)61 , -6;lith& • Ji LUe at-e_ tiv it 132 (t6L 1 1 erised cl 4-7 t ()? 1113u 1 10 (o8— 1 IZMIO PG 042 • -)-6 7 _ 17 (to 6-1-f-L.- eii, A I , c(f 7 4 -t) -4 511 6c-i .., J / L/u.(2- 4 A 6-vc 120-fil e Ar(-7-:(it ( k-,;11_ - il It/ifi ti'l i--860( - t - E2 lietie_ -1-1-Le ---- ' - le(-i ,- I - -411- tAie— ‘0-1.(i t. , / & i , I ± 0 i—e/u2cA., 4 (4-A. ;Ett- 94; lit- lioure_f oe,- ,4e (644_ tAy titu.(11 1 4 (a-.),v cc k k cu.( 6e-if 62,7(,,e4 • 1 v 0 6410;1 C_o 6-, frathiet( /64' CcAtCaft, Nzt 10 -01 -2010 DICK CAUSEY 16518 203 PL NE WOODINVILLE WA 98077 RE: Permit No. D08 -472 12254 48 AV S TUKW Dear Permit Holder: Sincerely, -or- Bill Rambo Permit Technician File: Permit File No. D08 -472 Jim Haggerton, Mayor Department of Community ' evelopment Jack Pace, Director In reviewing our current records, the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the International Building Code, International Mechanical Code, Uniform Plumbing Code and /or the National Electric Code, every permit issued by the Building Division under the provisions of these codes shall expire by limitation and become null and void if the building or work authorized by such permit has not begun within 180 days from the issuance date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work has begun for a period of 180 days. Your permit will expire on 11/30/2010. Based on the above, you are hereby advised to: 1) Call the City of Tukwila Inspection Request Line at 206 - 431 -2451 to schedule for the next or final inspection. Each inspection creates a new 180 day period, , provided the inspection shows progress. 2) Submit a written request for permit extension to the Permit Center at least seven (7) days before it is due to expire. Address your extension request to the Building Official and state your reason(s) for the need to extend your permit. The Building Code does allow the Building Official to approve one extension of up to 180 days. If it is determined that your extension request is granted, you will be notified by mail. In the event you do not call for an inspection and /or receive an extension prior to 11/30/2010, your permit will become null and void and any further work on the project will require a new permit and associated fees. Thank you for your cooperation in this matter. 6300 Southcenter Boulevard, Suite #100 0 Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 12 -01 -2009 DICK CAUSEY 16518 203 PL NE WOODINVILLE WA 98077 City of Tukwila RE: Permit Application No. D08 -472 12254 48 AV S TUKW Dear Permit Applicant: Bill Rambo Permit Technician File: Permit File No. D08 -472 Department of Community Development Jim Haggerton, Mayor Jack Pace, Director In reviewing our current application files, it appears that your permit applied for on 10/21/2008, has not been issued by the City of Tukwila Permit Center. Per the International Building Code, International Mechanical Code, Uniform Plumbing Code and /or National Electrical Code every permit application not issued within 180 days from the date of application shall expire and become null and void. Your permit application will expire on 01/14/2010. If you still plan to pursue your project, a written request for extension of your application must be submitted to the Permit Center at least seven (7) days before it is due to expire. Address your extension request to the Building Official and state your reason(s) for the need to extend your permit application. If it is determined that an extension is granted, your application will be extended for an addtional 90 days from the expiration date and you will be notified by mail. In the event that we do not receive your written request for extension or request was denied, your permit application will expire, 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, Ct/■—L 6300 Southcenter Boulevard, Suite #100 0 Tukwila, Washington 98188 0 Phone: 206 - 431 -3670 0 Fax: 206 - 431 -3665 09 -01 -2009 DICK CAUSEY 16518 203 PL NE WOODINVILLE WA 98077 RE: Permit Application No. D08 -472 12254 48 AV S TUKW Dear Permit Applicant: In reviewing our current application files, it appears that your permit applied for on 10/21/2008, has not been issued by the City of Tukwila Permit Center. Per the International Building Code, International Mechanical Code, Uniform Plumbing Code and /or National Electrical Code every permit application not issued within 180 days from the date of application shall expire and become null and void. Your permit application will expire on 10/16/2009. If you still plan to pursue your project, a written request for extension of your application must be submitted to the Permit Center at least seven (7) days before it is due to expire. Address your extension request to the Building Official and state your reason(s) for the need to extend your permit application. If it is determined that an extension is granted, your application will be extended for an addtional 90 days from the expiration date and you will be notified by mail. In the event that we do not receive your written request for extension or request was denied, your permit application will expire, 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. Bill Rambo Permit Technician File: Permit File No. D08 -472 City of Tukwila Department of Community Development Jack Pace, Director Jim Haggerton, Mayor 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 t July 20, 2009 Dick Causey 16518 203 PI NE Woodinville, WA 98077 Department of Community Development RE: Request for Permit Application Extension #2 Development Permit Application No. D08 -472 Mechanical Permit Application No. M08 -252 Plumbing/Gas Piping Application No. PG08 -268 Ng Residence, Lot 2 —12254 48 Av S Dear Mr. Causey: This letter is in response to your written request for an extension to Permit Application Numbers D08 -472, M08 -252, and PG08 -268. 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 October 16, 2009 If you should have any questions, please contact our office at (206) 431 -3670. Sincerely, kr11 ifer arshall it Technician File: Permit No. D08 -472, M08 -252, & PG08 -268 W:\Permit Center\Extension Letters\Applications\2008\D08 -472+ Application Extension #2.doc jem Jim Haggerton, Mayor Jack Pace, Director 6300 Southcenter Boulevard, Suite #100 0 Tukwila, Washington 98188 0 Phone: 206 - 431 -3670 0 Fax: 206 - 431 -3665 July 13, 2009 City of Tukwila Dept. of Community Development Attn: Bill Rambo 6300 Southcenter Boulevard, #100 Tukwila, WA. 98188 RE: Request for permit extension 12258 48 Ave. S. Dear Mr. Rambo: Thank you for your consideration. Sincerely, Dick Causey cc: Raymon Ng. JUL 15 2009 COMMUNiTY DEVELOPMENT Due to the national economy we are requesting a permit extension D08 -472 to allow us to review the market conditions. —2 ee`+ wq ene,4&,twilzbac Nvb a;f/ 000r ‹p:res -7 -l$-01 October 26, 2009 Dick Causey 16518 203 Pl NE Woodinville, WA 98077 Dear Mr. Causey: City f Tuna Jim Haggerton, Mayor Department of Community Development Jack Pace, Director RE: Request for Permit Application Extension #3 Development Permit Application No. D08 -472 Mechanical Permit Application No. M08 -252 Plumbing/Gas Piping Application No. PG08 -268 Ng Residence, Lot 2 —12254 48 Av S This letter is in response to your written request for an extension to Permit Application Numbers D08 -472, M08 -252, and PG08 -268. The Acting 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 application expiration date, through January 14, 2010. If you should have any questions, please contact our office at (206) 431 -3670. Sincerely, File: Permit No. D08 -472, M08 -252, & PG08 -268 W:\Permit Center\Extension LettersWpplications\2008\D08 -472+ Application Extension #3.doc 6300 Southcenter Boulevard, Suite #100 a Tukwila, Washington 98188 0 Phone: 206 - 431 -3670 o Fax: 206 - 431 -3665 10/09/2009 10:47 4257883112 September 23, 2009 City of Tukwila Dept, of Community Development Attn: Mr. Bob Bendicto 6300 Southcenter Boulevard, #100 Tukwila, WA. 98188 RICHARD CAUSEY RE: Request for permit extension for D0.472, M08 -262, PG08 -268 Post -ft Fax Note 7671 To gilt RAM ilo Co./Dept. Phone # Fax • Dat,D/ / q Ip4 ' if From b leek dotoSEY Co. Phone l oos As, 2,'t Fax 1t PAGE 01 Dear Mr. Bendicto My client is concerned about the economic climate locally & nationally and does not want to abandon this project Therefore he is requesting your consideration to extend the permit an additional 90 days in hopes of economic climate improvment so the he can proceed with construction. Thank you for your consideration in this matter. Since Dick Caus cc: Raymon• Ng. U ‘4imik 01/11-t(to RECEIVE OCT 0 9 2009 PERMIT CEN1. 06 -03 -2009 DICK CAUSEY 16518 203 PL NE WOODINVILLE WA 98077 RE: Permit Application No. D08 -472 12258 48 AV S TUKW Dear Permit Applicant: Thank you for your cooperation in this matter. Bill Rambo Permit Technician xc: Permit File No. D08 -472 City of 7'u. E . lla Sincerely, R OZANSt4 — Jim Haggerton, Mayor Department of Community Development Jack Pace, Director In reviewing our current permit application files, it appears that your permit application applied for on 10/21/2008 , 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 07/18/2009 . 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 07/18/2009. 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. 6300 Southcenter Boulevard, Suite #100 0 Tukwila, Washington 98188 ® Phone: 206 - 431 -3670 m Fax: 206 - 431 -3665 April 8, 2009 City of Tuckwila 6300 Southcenter Blvd. # 100 Tuckwila, WA. 98188 RE: Correction Letter #1 Permit # D08 -472 Lot 2- 12258, 48 Ave S The following address comments from Allen Joannessen: Item #1 The residence has been revised to a slab on grade based on the Geo Tec. Report As shown on Sheets A2 and A7. Item #2 Stair detail has been revised per Sheet A4 Item #3 Stair detail has been revised per Sheet A3 Item #4 Truss connection has been revised per Sheet A4 Item #5 Smoke detector has been moved per Sheet A5 In addition we have added sheet A1.1 to identify water /sewer & stormwater control plans, this addition changes the number of sheets to 11. Please let me know if additional information or clarification are required. Sincerely Dick Causey 16518 203 pl NE Woodlinville, WA. 98077 425 - 788 -3112 CORRECTION LTR#A RECEIVED APR 14 2009 PERMIT GENTEF April 8, 2009 City of Tuckwila 6300 Southcenter Blvd. # 100 Tuckwila, WA. 98188 RE: Correction Letter #1 Permit # D08 -472 Lot 2 — 12258, 48 Ave S Sincerely, Dick Causey 16518 203 pl N Woodlinville, W 98077 425 - 788 -3112 GORRFCT@ON • • The following address comments from Brandon Miles: Item #1 Residence has been moved back to the front yard setback per Sheet Al. Item #2 Concrete pad along the north setback line is just 4" in height. Item #3 Gutters have been revised not to extend into the building setback per Sheets Al & A7. Item #4 See item #3 above. Item #5 Roof pitch has been revised to a 5:12 per Sheets A6 -A10. In addition we have added sheet A1.1 to identify water /sewer & stormwater control plans, this addition changes the number of sheets to 11. Please let me know if additional information or clarification are required. boe- RECEIVEP APR 14 2009 PEHMIT GENT& April 8, 2009 City of Tuckwila 6300 Southcenter Blvd. # 100 Tuckwila, WA. 98188 RE: Correction Letter #1 Permit # D08 -472 Lot 2 — 12258, 48 Ave S The following address comments from Greg Villanueva: Item #1 Sheet A1.1 has been added to address item's 1 -6 Item #8 8" water main has been noted per Sheet Al Item #9 Site layer has been move back to the correct location. Also included are (2) copies of our Geo Tec report. In addition we have added sheet A1.1 to identify water /sewer & stormwater control plans, this addition changes the number of sheets to 11. Please let me know if additional information or clarification are required. Sincerel ick Causey 16518 203 pI NE Woodlinville, WA. 98077 425 - 788 -3112 • • RECEIVED CORRECTION � APR 1.4 2009 1�E# -- _ / PERMIT GENTEI r March 9, 2009 Dick Causey 16518 203 P1 NE Woodinville, WA 98077 RE: Request for Permit Application Extension Development Permit Application No. D08 -472 Mechanical Permit Application No. M08 -252 Plumbing /Gas Piping Application No. PG08 -268 Ng Residence, Lot 2 — XXXXX 48 Av S Dear Mr. Causey: This letter is in response to your written request for an extension to Permit Application Numbers D08 -472, M08 -252, and PG08 -268. 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 July 18, 2009 If you should have any questions, please contact our office at (206) 431 -3670. Sincerely, File: fer Marshall t Technician • • Department of Community Development Permit No. D08 -472, M08 -252, & PG08 -268 P:\Pennit Center\Extension Letters\Permit Applications\2008\D08 -472+ Application Extension.doc jem Jim Haggerton, Mayor Jack Pace, Director 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 4 March 2009 City of Tukwila Dept. of Community Development 6300 Southcenter Boulevard, #100 Tukwila, WA. 98188 RE: Request for permit extension Permit Application NO. PG08- 267, PG08- 268,M08- 251,M08- 252,D08- 471,008 -472 Dear Jennifer Marshall: We are requesting a permit extension for the above noted permits. I and our consultants have prepared 90% response to your Correction Letter #1. Our Geotechnical Engineer, PanGeo (206-262-0370) has just completed soil samples for both lots and is now reviewing their findings and report. Their report is due Mar. 10, 2009. Once I receive the report, details will be prepared based on their findings and will be submitted along with the other comments for your review. Thank you for informing me of the permit deadline. Since Dick Causey • • MAR 0 5 2009 • 0,4 01-1131cli 03 -02 -2008 DICK CAUSEY 16518 203 PL NE WOODINVILLE WA 98077 RE: Permit Application No. D08 -472 12258 48 AV S TUKW Dear Permit Applicant: City of Tukwila • Jim Haggerton, Mayor Department of Community Development Jack Pace, Director In reviewing our current permit application files, it appears that your permit application applied for on 10/21/2008 , 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 04/19/2009 . 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 04/19/2009. 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: Mars .11 echnician Permit File No. D08 -472 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206- 431 -3665 January 9, 2009 Dick Causey 16518 203 Pl NE Woodinville, WA 98077 RE: CORRECTION LETTER #1 Development Permit Application Number D08 -472 Ng Residence, Lot 2 —12258 48 Av S Dear Mr. Causey, 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, Planning and Public Works Departments. At this time the Fire Department has no comments: Building Department: Allen Johannessen at 206 433 -7163 if you have questions regarding the attached memo. Planning Department: Brandon Miles at 206 431 -3684 if you have questions regarding the attached memo. Public Works Department: Greg Villanueva at 206 431 -2442 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. I have also enclosed a Non - Residential Sewer Use Certification that must be completed prior to issuance of the permit. Corrections /revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at (206) 431 -3670. Sincerely Bill Rambo Permit Technician encl File No. D08 -472 City of Tukwila Department of Community Development Jack Pace, Director P:\Pemilt Center\Correction Letters\2008\D08 -472 Correction Ltr #1.DOC wer Jim Haggerton, Mayor 6300 Southcenter Boulevard, Suite #100 6 Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 Building Division Review Memo • Date: October 24, 2008 Project Name: NG Residence, Lot 2 Permit #: D08 -472 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. Provide additional plan details to identify a footing drain or a crawl space water discharge system. Show roof drainage system or downspouts. Please note: For crawl space drainage in the general vicinity and the subject building site, footing drains shall not be connected to down spout drains. Footing drains shall be run to a separate designed drainage field or dispersion pit. Top of the dispersion pit shall be at an elevation that is below crawl space finish grade. A geotech's analysis report shall be required to show the ground soil conditions to be sufficient to handle footing drains and assure seasonal high water table shall not impact the footing drain field and to assure that water shall not back up into the crawl space. The geotech shall confirm the filtration trench shown shall be sufficient or provide a design for the filtration trench. Coordinate any combined discharge systems with the Tukwila Public Works Department. The intent is that groundwater will not accumulate in the basement or crawl space. Otherwise it is recommended for the residence to be slab on grade construction with no crawl space. 2. The stair detail show the 10 inch minimum extending from the riser to the other stairs leading edge. Show the minimum 10 inch measured horizontally between the vertical plains of the foremost projection of the adjacent treads and at a right angle to the tread's leading edge. In addition, the under stair protection only requires one layer of 'A" GWB, 2 layers of 5/8" is shown (informational only, no change required) (R311.5.3.2, R311.2.2) 3. Provide a detail with dimensions for the exterior stairway. The stairs shown indicate open risers. Open risers are permitted, provided that the opening between treads does not permit the passage of a 4 -inch diameter sphere. Please provide those details with specifications and dimensions. (R311.5.3.3) 4. Truss shall be connected to wall plates by the use of approved connectors... The detail on A-4 does not identify a wall plate to truss connector. Specify truss tie down connectors. (R802.10.5) 5. Sheet A5 the smoke detector shall be located with the close vicinity of the bedrooms. Show smoke alarm close to the bedrooms in the hall. (R313.1) Also indicate EGRESS in the window schedule by window #3. Should there be questions concerning the above requirements, contact the Building Division at 206 -431- 3670. No further comments at this time. DATE: CONTACT: RE: ADDRESS: ZONING: October 23, 2008 Dick Causey D08 -472 12258 48 Ave S LDR PLANNING DIVISION COMMENTS The Planning Division of DCD has reviewed the above permit application. The application cannot be approved 1. The proposed house does not comply with setbacks. No intrusion taller than 30 inches is permitted within the front yard area. The proposed stairs do not comply with this requirement. Any portion of the stairs that taller than 30 inches must meet setbacks. 2. The site plan on sheet Al of 10 shows an intrusion into the setback area along the south property line. Please clarify if this is a concrete patio and if so that the height of the patio will not exceed 30 inches. 3. TMC 18.50.050 requires that single family homes have a minimum roof pitch of 5:12. While this is being shown on the site plan a different roof pitch is being shown on the elevations. 4. The front elevation shows an 18 inch overhang into the front setback. The roof hang with gutter must meet the 18 inch rule; it does not appear that the setbacks are being met when the setback is measured to the gutters. PROJECT: NG Residence, Lot 2 12258 48 Av S • • CITY OF TUKWILA PUBLIC WORKS DEPARTMENT REVIEW COMMENTS DATE: December 15, 2008 PERMIT NO: D08 -472 PLAN REVIEWER: Contact Greg Villanueva at (206) 431 -2442, if you have any questions regarding the following comments. 1. Show and label on site plan, proposed storm drainage for downspouts, driveway and proposed infiltration system in detail. Follow King County surface Water Design Manual, 1998 edition, Appendix C. 2. Show and label erosion control proposal; i.e., silt fence, straw mulch, quarry rock entrance and permanent measures. 3. Show and label water service line size and material, from existing meter box to building 4. Show and label size and location of sanitary side sewer. 5. Show house footprint with FF elevation(s). 6. Show proposed driveway match with existing pavement, slope along driveway and drainage pattern within shoulder Right of Way. 7. Remove 2" galvanized waterline and show 8" water main. 8. Single Family residence Bulletin Cl, attached and other bulletins and information, are available on the City of Tukwila web site. 9. Show project site at correct location on Vicinity Map. Work Location: Indemnification and Hold Harmless and Permit Temporary in Nature Reference Number(s) of Related Document(s): D08 -471 and D08 -472 Grantor: , 'o/ i C)t un Lida Grantee: CITY OF TUKWILA, a municipal corporation of King County, Washington Along 48 Ave. South, adjacent to 12258 48` Ave S and 12254 48` Ave S Abbreviated Work Description: Work within the City Right -of -Way, including driveway access, utilities, undergrounding of power, and storm drainage. NOW, THEREFORE, the parties agree as follows: The Permittee shall indemnify, defend and hold harmless the City, its officers, agents and employees, from and against any and all claims, losses or liability, including attorney's fees, arising from injury or death to persons or damage to property occasioned by any act, omission or failure of the Permittee, its officers, agents and employees, in using the City's right -of -way under this permit. This indemnification and hold harmless shall not apply to any damage resulting from the sole negligence of the City, its agents and employees. To the extent any of the damages referenced by this paragraph were caused by or resulted from the concurrent negligence of the City, its agents or employees, this obligation to indemnify, defend and hold harmless is valid and enforceable only to the extent of the negligence of the Permittee, its officers, agents, and employees. Further, the right -of -way permit herein is wholly of a temporary nature and it vests no permanent right to use whatsoever to the Permittee. IN WITNESS WHEREOF, said individual have caused this instrument to be executed this d day of 41.1f1 , 2010. STATE OF WASHINGTON) County of King )ss. rty Owner / Authorized Signature i I certify that I know or have satisfactory evidence that y �'�c� C6� Zc),A is the person who appeared before me, and said individual acknowledged that he /she signed this instrument and acknowledged it to be the free and voluntary act for the uses and purposes mentioned in this instrument. Dated U / 1.93)/ C , - (/' ?YL *to i Notary Public in and for the State of Washington residing at . l 0 f C i My appointment expires L` S /d`% / /c' day of DATED this GRANTEE: CITY of TUKWILA By: Print Name: Its: Bob Giberson STATE OF WASHINGTON) )SS. COUNTY OF KING ) Public Works Director Name: c ( (.Iti L. , 2010. On this day, before me personally appeared BOB GIBERSON to me known to be the PUBLIC WORKS DIRECTOR for the City of Tukwila, and executed this instrument on behalf of the City of Tukwila in his capacity as PUBLIC WORKS DIRECTOR and acknowledged that he is authorized to do so at his free and voluntary act and deed, for the uses and purposes therein mentioned. IN WITNESS WHEREOF, I have hereunto set my hand and official seal the day and year first above written. C' ( C ��C I Lc_t�r' ( < i jti(LC i l . ( c'i (f' NOTARY PUBLIC, in and for the State of Washington, residing at �< i Ci✓ , (L. My commission expires: ("I' 7 /q — / C DEPARTMENTS: f� AAR tc (6 BUTding Division Public Works Complete Comments: Documents/routing slip.doc 2 -28 -02 * PEROT 41/ PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D08 -472 DATE: 04 -14 -09 PROJECT NAME: NG RESIDENCE, LOT 2 SITE ADDRESS: 12258 48 AV S Original Plan Submittal X Response to Correction Letter # 1 Revision # After Permit Issued Response to Incomplete Letter # El" Fire Prevention Structural Incomplete TUES/THURS ROUTING: Please Route n Structural Review Required REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: Approved U Approved with Conditions Notation: REVIEWER'S INITIALS: DETERMINATION OF CO LETENESS: (Tues., Thurs.) 0q,1 , Planning Division Permit Coordinator DUE DATE: 04 -16-09 Not Applicable Permit Center Use Only INCOMPLETE LETTER MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: LETTER OF COMPLETENESS MAILED: No further Review Required DATE: DATE: 1_ !, DUE DATE: 05-14 -09 Not Approved (attach comments) n Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: ACTIVITY NUMBER: D08 -472 DATE: 10 -21 -08 PROJECT NAME: NG RESIDENCE, LOT 2 SITE ADDRESS: 12258 48 AV S X Original Plan Submittal Response to Correction Letter # Response to Incomplete Letter # Revision # after Permit Issued DEPARTMENTS: Btli'• g Division Pu li W rk s �� Structural (� 1 kP4 1 DETERMINAT N OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 10-23-08 Complete Comments: Documents/routing slip.doc 2 -28 -02 � PERMIT COORD COPY ell PLAN REVIEW/ROUTING SLIP 14195 APPROVALS OR CORRECTIONS: L VG ID- 2to - Fire Prevention Incomplete TUES/THURS ROUT NG: Please Route Structural Review Required REVIEWER'S INITIALS: n DATE: DATE: der Planning Division NJ Permit Coordinator n Not Applicable ❑ Permit Center Use Only INCOMPLETE LETTER MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: LETTER OF COMPLETENESS MAILED: No further Review Required DUE DATE: 11 -20-08 Approved ❑ Approved with Conditions Not Approved (attach comments) I Notation: REVIEWER'S INITIALS: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg Fire ❑ Ping PWIR Staff Initials: [4/14 - c• Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 1-1—'1-1 f City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us ❑ Response to Incomplete Letter # ® Response to Correction Letter # 1 ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: NG RESIDENCE — LOT 2 Project Address: 12258 48 Ave S Contact Person: O/ ,< ( z/SEy Phone Number: 12 6 TO& -31/ 2. Summary of Revision: / 4- 7 - 7 ;4c;4 1? e /✓pv4 - ,' 7r Sheet Number(s): A-L-L. / Plan Check/Permit Number: D08 -472 "Cloud" or highlight all areas of revision including date of revis Received at the City of Tukwila Permit Center by: Entered in Permits Plus on 4 L1 _a q \applications\forms- applications on line\revision submittal Created: 8 -13 -2004 Revised: Steven M. Mullet, Mayor Steve Lancaster, Director RECEIVED CITY CO APR 14 2C 9. PERMIT CENTER Parcel No.: 0179001435 Address: 12254 48 AV S TUKW Suite No: Applicant: NG RESIDENCE, LOT 2 Subtotal: doc: WTRMTR Department of Public Works 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-433-0179 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us DESCRIPTION OF WORK: CONSTRUCTION OF 2677 SF SFR WITH 570 SF ATTACHED GARAGE Water Meter Size: Quantity: Water Meter Type: Work Order Number: Connection Charge: Installation: Additional Install Deposit: Plan Check Fee: Y Inspection Fee: Y Turn On Fee: Y TOTAL WATER FEES: $50.00 City ogTukwila • WATER METER INFORMATION METER #1 0.75 0 0 1 0 0 PERM $0.00 $0.00 $0.00 $10.00 $15.00 $25.00 $50.00 Permit Number: D08 - 472 Issue Date: 01/22/2010 Permit Expires On: 07/21/2010 METER #2 METER #3 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 Cascade Water Alliance (RCFC): $0.00 $0.00 $0.00 D08 -472 Printed: 01 -22 -2010 King County Department of Natural Resources and Parks Wastewater Treatment Division Residential Sewer Use Certification Sewage Treatment Capacity Charge • To be completed for all new sewer connections, re- connections, or change of use of existing connections. • This form does not apply to repairs or replacements of existing sewer connections within five years of disconnect. Please Print or Type Property Street Address City State ZIP ,24y4jp N4 Owner's Name p " ebIX 6 Owner's Mailing Address City City 6i -A Owner's Phone Number (with Area Code) J` q iD, ,06x Street Address 0 Property Contact Phone Number (with Area Code) Party to be Billed (if different than Owner): 404 Igo State ZIP 61knw y dO /frim t1/ ,fr 7 Name A r7z / 1'v°C'j7- Please check appropriate box: State ZIP Residential Customer Equivalent (RCE) Single- family (free standing, detached only) 1.0 Multi - Family (any shared walls): ❑ Duplex (0.8 RCE per unit) ❑ 3 -Plex (0.8 RCE per unit) ❑ 4 -Plex (0.8 RCE per unit) ❑ 5 or more (0.64 RCE per unit) No. of Units x 0.64 = ❑ Mobile home space (1.0 RCE per space) No. of Spaces x 1.0 = If Multi- family, will units be sold individually? ❑ Yes ❑ No Print Nlama of (Molnar /Ranracantathm 1.6 2.4 3.2 /)i /,/ 161.) L / Building Name For King County Use Only Account No. of RCEs Monttay Sewer District / Agency Contact & Phone Number Date of Sewer Connection Side Sewer Permit Number Required: Property Tax Parcel Number 0 11 - 760/4)-.5 - Subdivision Name Subdivision Number Lot Number Block Number C11 'YOF E TIj w , q OCT 2 1 2008 PERiwijCENT Please report any demolitions of pre - existing building on this property. Credit for a demolition may be given under some circumstances. Demolition of pre - existing building? ❑ Yes Rao Was building on Sanitary Sewer? ❑ Yes ❑ No Was Sewer connected before 2/1/90? ❑ Yes ❑ No Sewer disconnect date: Type of building demolished? Request to apply demolition credit to multiple buildings? ❑ Yes ❑ No If yes, will this property have a Homeowner's Association? ❑ Yes ❑ No Pursuant to King County Code 28.84, all sewer customers who establish a new service which uses metropolitan sewage f- ilities s all be subject to a capacity c 'harge. The amount of the charge is established annually by the Metropolitan King County Council as a rate per month per residential customer or residential customer equivalent for a period of fifteen years. The purpose of the charge is to recover costs of providing sewage treatment capacity for new sewer customers. All future billings can be prepaid at a discounted amount. Questions regarding the capacity charge or this form should be referred to King County Wastewater Treatment Division at 206 - 684 -1740. I certify that the information given is correct. I understand that the capacity charge levied will be based on this information and any deviation will require resubmission • c; r cted data for determination of a revised capacity char e. J Signature of Owner /Representative Date �l License Name Type Specialty 1 Specialty 2 Effective Date Expiration Date Status SKYWAHI0020J SKYWAY HOME IMPROVEMENT INC CONSTRUCTION CONTRACTOR GENERAL UNUSED 9/11/2000 9/18/2009 RELICENSED Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date 1 AMERICAN STATES INS CO 6310625 12/16/2008 Until Cancelled $12,000.00 12/17/2008 Name Role Effective Date Expiration Date NG, RAYMOND PRESIDENT 12/17/2008 Untitled Page General /Specialty Contractor A business registered as a construction contractor with L£tI to perform construction work within the scope of its specialty. A General or Specialty construction Contractor must maintain a surety bond or assignment of account and carry general liability insurance. Business and Licensing Information Name Phone Address Suite /Apt. City State Zip County Business Type Parent Company SKYWAY GENERAL CONTRACTORS INC 2067721886 6622 S 124TH ST SEATTLE WA 98178 KING Corporation UBI No. Status License No. License Type Effective Date Expiration Date Suspend Date Specialty 1 Specialty 2 602883059 ACTIVE SKYWAGC92ORP CONSTRUCTION CONTRACTOR 12/17/2008 12/17/2010 GENERAL UNUSED Other Associated Licenses Business Owner Information Bond Information • https://fortress.wa.gov/lni/bbip/Detail.aspx • Page 1 of 2 01/22/2010 EXI NO SGALE NOTE: FIRE HYDRANT LOCATED 10' SOUTH ON 5 1 24TH ST. YIGINITY MAP SCALE: 1 " =1 O' Sae Sect Al, SITE FLAN FSOJEGT DATA: STREET ADDRESS: 48th AVE SOUTH TUKWILA, A. '18188 LEGAL Description: LOT 1,5 AND THE NORTH 30.00 FEET OF LOTS 19, 20, 21, AND 22, ALL IN BLOCK 1, ALLENTOWN ADDITION TO THE CITY OF SEATTLE, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 12 OF PLATS, PAGE 100, RECORDS OF KING COUNTY WASHINGTON. SITUATE IN THE CITY OF TUKWILA, COUNTY OF KING, STATE OF WASHINGTON. ASSESSOR'5 #011 900 1 435 CODE INFORMATION: ZONING JURISDICTION: CITY OF TUKWILA ZONING CLASSIFICATION: LDR BUILDING: INTERNATIONAL BUILDING CODE WASHINGTON STATE ENERGY CODE LAND U5E GORE ANALYSIS: LOT AREA: LOT AREA: 1,000 5.F. MAXIMUM BUILDING FOOTPRINT REDUCED BY .125 %/ 100 5F IN EXCESS OF 6,500 5F. (.1 25 %*S00SF=62.55F) MAXIMUM BUILDING FOOTPRINT ALLOWED "i *35%=2,4005F-6 2.55F= 2,381.5 S.F. AREA CALCULATIONS: BUILDING AREA: LOWER FLOOR: 1,1 46.25 5.F. GARAGE: 56(1.88 5.F. UPPER FLOOR: 1,531.00 5.F. TOTAL BUILDING AREA: BUILDING FOOTPRINT: LOWER FLOOR: GARAGE: TOTAL 3241.13 5.F. 1,146.25 5.F. 569.88 5.F. 1,116.135.F. GENERAL NOTES THE FOLLOWING NOTES APPLY UNLESS SHOWN OTHERWISE ON DRAWINGS. CODE: ALL REQUIREMENTS OF THE CITY OF TUKWILA AND THE 2006 IBC, ALL APPLICABLE CODES AND ALL AUTHORITIES HAVING JURISDICTION SHALL BE FOLLOWED. BUILDING: CONSTRUCTION TYPE: OCCUPANCY GROUP: FIRE ZONE: CARPENTRY: VB R. 3 CONSTRUCTOR SHALL VERIFY ALL NOTES, DIMENSIONS AND CONDITIONS PRIOR TO CONSTRUCTION. CONTRACTOR SHALL PROVIDE TEMPORARY BRACING AS REQUIRED UNTIL ALL PERMANENT CONNECTIONS HAVE BEEN MADE. IT IS THE CONTRACTORS RESPONSIBILITY TO IDENTIFY ALL DISCREPANCIES TO THE ARCHITECT AT THE TIME THEY ARE NOTED. DIMENSIONS TAKE PRECEDENCE OVER SCALED DRAWINGS. DESIGN LOADS: ROOF: 15 PSF DEAD LOAD + 25 PSF LIVE LOAD = 40 PSF FLOOR: 15 PSF DEAD LOAD + 40 PSF LIVE LOAD = 55 PSF CEILING: 5 PSF DEAD LOAD + 10 PSF LIVE LOAD = 15 PSF DECK: 5 PSF DEAD LOAD + 60 PSF LIVE LOAD = 65 PSF INTERIOR PARTITIONS: 7 PSF EXTERIOR PARTITIONS: 10 PSF GENERAL: ALL FRAMING SHALL COMPLY WITH THE INTERNATIONAL BUILDING CODE. ALL WOOD IN CONTACT WITH CONCRETE TO BE PRESSURE TREATED. 6" MINIMUM CLEARANCE BETWEEN WOOD AND EARTH. 12" MINIMUM CLEARANCE BETWEEN FLOOR BEAMS AND EARTH. 18" MINIMUM CLEARANCE BETWEEN FLOOR JOISTS AND EARTH. LUMBER STRENGTHS (UNITS IN PSI) STUDS HEM -FIR STUD GRADE JOISTS & RAFTERS HEM -FIR #2 (2x10) HEM -FIR #2 (2x12) FV 75 75 BEAMS, HEADERS, LINTELS & GIRDERS 4" NOMINAL DOUG -FIR #2 95 6" NOMINAL DOUG -FIR #1 85 GLU- LAMINATED TIMBERS DOUG -FIR 190 STRUCTURAL COMPOSITE TIMBERS LAMINATED VENEER LUMBER (LVL) 285 PARALLEL STRAND LUMBER (PSL) 290 SEISMIC ZONE: D2 WIND SPEED: 85 MPH EXPOSURE CATEGORY: B Fb 500 675 75 1,075 1,300,000 75 980 1,300,000 980 1,350 2,600 2,900 E 1,200,000 1,200,000 1,600,000 1,600,000 2,400 1,800,000 1,900,000 2,000,000 WOOD BERAING ON OR INSTALLED WITHIN 1" OF MASONRY OR CONCRETE TO BE TREATED WITH AN APPROVED PRESERVATIVE. SOILD BLOCKING OF NOT LESS THAN 2x NOMINAL THICKNESS SHALL BE PROVIDED AT ENDS AND AT ALL SUPPORTS OF JOISTS AND RAFTERS. TYPICAL SILL ANCHOR BOLTS TO BE 5/80" WITH 3 "x3 "x %4" PLATE WASHERS @ 4' -0" O.C. UNLESS NOTED OTHERWISE. 7" MINIMUM EMBEDMENT. CONNECTORS AS MANUFACTURED BY SIMPSON STRONG TIE COMPANY OR APPROVED EQUAL. PROVIDE JOISTS UNDER PARTITION AND AROUND FLOOR AND ROOF OPENINGS. GLUED LAMINATED TIMBERS: GLUED LAMINATED BEAMS, DOUG -FIR DRIED TO A MOISTURE CONTENT OF 8% TO 12 %, STRESS GRADE COMBINATION. GLUE SHALL BE WET -USE ADHESIVE IN ACCORDANCE WITH A.I.T.C. SPECIFICATIONS. GLU -LAM MEMBERS TO BE A.I.T.C. CERTIFIED. ALL NON - BEARING WALLS OR PARTITIONS SHALL BE HELD AWAY FROM THE TRUSS BOTTOM CHORD WITH AN APPROVED FASTENER TO ENSURE THAT THE TRUSS BOTTOM CORD WILL NOT BEAR ON THE WALL OR PARTITION. APPROVED HANGARS SHALL BE USED AT ALL CONNECTIONS OF RAFTERS, JACK OR HIP TRUSSES TO MAIN GIRDER TRUSSES. SEPARATE PERMIT REQU ED FOR: R � ect�iCal tubing Gas Piping City of Tukwila BUILDING DIVISION PLANNING APPROVED No changes can be madato these plans without approval from the Planning Division of DCD Approved By: I tbA AA'S Date: 1 -k.Ak na INSULATION AND MOISTURE PROTECTION: GENERAL: UNLESS NOTED OTHERWISE, INSULATION SHALL CONFORM TO THE WASHINGTON STATE ENERGY CODE. INSULATION BAFFLES TO MAINTAIN 1 1/2" CLEAR SPACE ABOVE INSULATION. BAFFLES TO EXTEND 6" ABOVE BATT INSULATION. BATTS TO EXTEND 12" ABOVE LOOSE FILL INSULATION. INSULATE BEHIND BATHTUBS, SHOWERS, PARTITIONS AND CORNERS. FACE STAPLE BATTS.. FRICTION FIT FACED BATTS USE 4 MIL. (0.004 ") POLYETHYLENE VAPOR BARRIER AT WALLS. USE PVA PAINT WITH A DRY CUP PERM RATING OF ON (MAX.) R -10 INSULATION UNDER ELECTRIC WATER HEATERS. INFILTRATION CONTROL: 1. EXTERIOR JOIST AROUND WINDOWS AND DOORS FRAMES, OPENINGS BETWEEN WALLS AND FOUNDATIONS, BETWEEN WALLS AND ROOF AND BETWEEN WALL PANELS, OPENINGS AT PENETRATIONS OF UTILITY SERVICES THROUGH WALLS, FLOORS, AND ROOF, AND ALL OTHER SUCH OPENINGS IN THE BUILDING ENVELOPE, INCLUDING ACCESS PANELS INTO UNHEATED SPACES, SHALL BE CAULKED, GASKETED OR WEATHER - STRIPPED TO LIMIT AIR INFILTRATION. 2. ALL EXTERIOR DOORS, OTHER THAN FIRE -RATED DOORS, SHALL BE DESIGNED TO LIMIT AIR INFILTRATION AROUND THEIR PERIMETER WHEN IN A CLOSED POSITION. DOORS BETWEEN RESIDENCE AND GARAGE ARE NOT CONSIDERED "FIRE- RATED" AND MUST MEET THE ABOVE REQUIREMENTS. 3. ALL EXTERIOR WINDOWS SHALL BE DESIGNED TO ADMIT AIR INFILTRATION INTO OR FROM THE BUILDING ENVELOPE WHICH SHALL BE SUBSTANTIATED BY TESTING TO STANDARD ASTM E 288.73. SITE BUILT AND MILLWORK SHOP MADE WOODEN SASH ARE EXEMPT FROM TESTING BUT SHALL BE WEATLHER- STRIPPED. 4. RECESSED LIGHT FIXTURES TO LIMIT AIR LEAKAGE PER W.S.E.C. VAPOR BARRIERSIGROUND COVERS: THE NET FREE VENTILATION AREA FOR ATTIC VENTILATION MAY BE 1/300 OF THE AREA OF THE VENTILATED SPACE PROVIDED THAT A VAPOR BARRIER HAVE A PERM RATING NOT EXCEEDING ONE IN INSTALLED ON THE WARM SIDE OF THE INSULATION. DOORS, WINDOWS AND SKYLIGHTS: GENERAL: DOORS TO THE EXTERIOR SHALL HAVE A MAXIMUM 7 1/2" STEP TO A MINIMUM E 36" DEEP LANDING, ALL GLAZING SHALL MEET THE REQUIREMENTS OF THE W.S.E.C. TABLE 6 -4 UNLESS NOTED OTHERWISE. ALL SKYLIGHTS AND SKY WALLS SHALL HAVE LAMINATED GLASS UNLESS NOTED OTHERWISE. ALL BEDROOMS EMERGENCY EGRESS WINDOWS SHALL HAVE A MINIMUM NET CLEAR OPENING OF 5.7 S.F. MINIMUM NET CLEAR OPERABLE WIDTH OF 20" A MINIMUM NET CLEAR OPENING HEIGHT OF 24 ", MAXIMUM FINISHED SILL OF 44" ABOVE FLOOR. ALL FACTORY BUILT WINDOWS TO BE CONSTRUCTED TO PERMIT MAX. INFILTRATION 0.5 CFM PER LINEAL FOOT OF OPERABLE SASH PER AS TESTED BY STANDARD ASTM E 288.83. SITE BUILT AND MILLWORK WOODEN SASS : ARE EXEMPT FROM INFILTRATION CRITERIA BUT SHALL BE MADE WEATHER- STRIPPED, CAULKED AND BE MADE TIGHTLY. GLASS DOOR: TO PERMIT MAXIMUM INFILTRATION OF 0.5 CFM OF OPERABLE AREA. FILE COPY Permit No. � 8 - Plan review approval is subject to errors and omissions. Approval of construction documents does not authorize the violation of any adopted code or ordinance. Receipt of approved Field Copy and ditions is -adm • , edged: By Late: City Of 'T�kwlla BUILDING DIVISION REVISIONS No changes shall b e made to the scope of work without prior approval of Tukwila Building Division. NOTE: Revisions will require a new plan submittal and may include additional plan review fees. CORREC ION LTR & O OB -riz REVIEWED FOR CODE COMPLIANCE APPROVED JUN 0 3 2009 . 1AL City of Tukwila BUILDING DIVISION „ �r � , 1 ,s NOV :3` 0 am RECEIVED APR ,1 2009 PERMIT CENTER DRAWING INDEX Al SITE PLAN A1.1 WATER /SEWER& STORMWATER CONTROL PLAN A2 FOUNDATION & LOWER FL. FRAM'G PLAN A3 LOWER FLOOR PLAN A4 UPPER FLOOR FRAMING PLAN A5 UPPER FLOOR PLAN A6. ROOF FRAMING PLAN A7 SECTIONS A8 STRUCTURAL NOTES & SHEAR WALL SCHEDULE A9 NORTH & EAST ELEVATIONS Al0 SOUTH & WEST ELEVATIONS 0 d z 0 c0 G4 - A OF /11 CONSTRUCTION ACCESS SYMBOL: REASON SYMBOL: UP SIDE DOWN WYE R =25' MIN. 1' 4 " -8" QUARRY SPALLS GEO- TEXTILE FABRIC 12" MIN. THICKNESS STABILIZED ACCESS SHALL BE USED IN ALL AREAS OF THE SITE WITH VEHICLE TRAFFIC AND PARKING, INCLUDING PLANTING STRIPS. OTHER MEANS OF PROVIDING STABILIZED ACCESS WILL BE CONSIDERED. R E A S 0 N : TO UBUC ROADS BY MOTOR OF MUD, DIRT, ROCKS, ETC. TRANSPORTED ONTO VEHICLES OR RUNOFF. • TO PREVENT SEDIMENT FROM ENTERING STORM DRAINAGE SYSTEMS PRIOR TO • PERMANENT STABIUZA11ON OF THE DISTURBED AREA. WASHED GRAVEL SPLASH BLOCK 4' -0" PIA. LENGTH PER THE DPD SITE DEVELOPMENT INSPECTOR DRY WELL PETAL \ �c 11 : y NO 5G,4LE E2.10 PROVIDE FULL WIDTH INGRESS /EGRESS AREA FILTER FENCE NOTE: ANGLE SILT FENCE BACK UP THE SLOPE AT THE END OF RUN. METAL FENCE POSTS III -ill II ��II ��: II 'aILJI:II:If11:11:11:11�111II 6' " MAXIMU-OM .� FILTER FABRIC MATERIAL BACKFILL WITH NATIVE SOIL MATERIAL OR GRAVEL BACKFILL IN TRENCH AND ON BOTH SIDES OF FENCE FABRIC ON THE SURFACE SYMBOL: >< x x p FILTER FABRIC MATERIAL 60" WIDE BOLLS. USE STAPLES OR WIRE RINGS TO ATTACH FABRIC TO WIRE MIRAFI 700X OR PRE - APPROVED EQUAL 2" X 2" X 14ga WIRE FABRIC OR EQUIV. (OPTIONAL -PER SITE CONDITION) BURY BOTTOM OF FILTER MATERIAL IN 8" X 12" TRENCH REASON TO INTERCEPT & DETAIN SMALL AMOUNTS OF SEDIMENT UNDER SHEET FLOW CONDITIONS FROM DISTURBED AREAS DURING CONSTRUCTION. TO DECREASE VELOCITY OF SHEET FLOWS. PLASTIC COVERING BURY SHEETING IN 4 IN. X 6 IN. TRENCH A MINIMUM OF 8 FT. SETBACK FROM TOP OF SLOPE. BACKFILL WITH WASHED ROCK. PROVIDE ENERGY DISSIPATION AT TOE WHEN NEEDED. TOE IN SHEETING IN 4 IN. X 6 IN. TRENCH A MINIMUM OF 3 FT. SETBACK FROM BOTTOM OF SLOPE. BACKFILL WITH WASHED ROCK. CONVEY RUNOFF TO APPROVED LOCATION. STOCKPILES ANCHOR WEIGHTS WITH STAKES SOIL BERM STRAW BALES CONVEY RUNOFF TO APPROVED LOCATION. CUT SLOPES ANCHOR WEIGHTS WITH STAKES CONVEY RUNOFF TO APPROVED LOCATION. E1.20 REASON • • DISTURBED PROVIDE DI TEMPORARY EROSION PROTECTION SLOPES AND AREAS THAT CANNOTBECOVE ED BY MULCHING & MATTING S41 1, i " �I tAa�rti r' I strvkt • ® ® i r•s4-ald .3r �L mkt d rnne r EXI T'G 5.5.M.H. I 6"C/0 4 4" TEST TEE 6x4 WYE'S SCALE: 1 /S" = 1' -O" C/O RAISED TO GRADE NEW 4" PVC SIDE SEWER CONNECTION " 1 f \ WATER SEWER PLAN 1 1 1 1 \ 3 /4' TYPE COPPER s MEW STOCKPILE MINIM C GP� CONSTRUCTION ACCESS STORMWATER CONTROL PLAN L_ OS ® EXIST'G 26 LF, e PVC 51DE SEWER DEPTH T1\is o -C ?ro pe i r -- 11111011111=111111111 NEI L NEW 4 "0 PVC 5.5. —_ Se 1Q(Q �s i D5 to I OI N ' 1 "cPPs I s SS q 1 - 7'24 "E 100 1 .._ • r •• •r•.n -' _ 58 ° 1 1 '24 "E 100.00' PLUGGED CLEAN OUT 589°1 7'24't ■ 1 1 1 1 \ ifrve f r:gLI- o; wA■ �AC \ PROPOSED SFR WITH (2) CAR GARAGE GARAGE F.F. EL. 1.0' 58q° 1'7 '24 "E \ \ \ \ \ -_ � DS 4" PERFORATED PVC DRAIN LINE (TYP.) - ® _ ® - ® _ \ 4"0 DS „ SILT FENCE (TYP.) wed by the Public Works Department for co ormance with current is subject to errors an omissions which do not authorize violations of -- adopted - standards c .. ,9 for the adequacy of the design rests totally with the designer. Additions, deletions os revisions to these drawings after this date will valtl& acceptance and will requite a restalunittalofsedraddrawing3 for subsequent approval. Final acceptance is =Wag en Odd laar=tten by the Public Works tntilitits ,;, , Date: B • 100.00' i i i 1 1 i UP These plans have been re UP GONG. PATIO 2 1 2 1 \ \ \ (ph Iv°) klait„,wzAte, 5 BSBL ---- r _ _- - - - --- _ 1 o0.d p' \ \ \ \ NOV :3,0 20 10 \ \ \ \ DRY WE 5EE DE (TYP.) �l 7 tkor4k O 0 O t— co E CE 'APPROVED 1 JUN 0 3 2009 (City of Tukwila ING DIVISIQI RECEIVED APR ' 14 2009 PERMIT CENTER . 9 1 R!rsl'j-(vI-+OZvn CI N < c : 3 3 - Y � J —SHEET— SUBFL NAILING: 3/4" T 4 G GDX PLYWD GLUED 4 NAILED w/ • Sd @ 6" O.G. @ SUPPORT EDGES SCI @ 12 " O.0. @ INTERIOR SUPPORTS 4 i /// S' -6" 6 FOUNDATION VENT GALLS. FLOOR AREA: 1051 S.F. / 150 6.81 SF FND VENT REQ'D .66 S.F. X 1.33 S.F. a .88 S.F. PER VENT 6.81 S.F. / .88 S.F. - 8 VENTS REGD. _ _ ,I' /\. \ ,� Y' `/ ) ;I NOTE: SEE SHEET AS FOR HOLDOWN LOCATIONS W mw �z � \✓"\ fir\ \/ z rla DET. 4/A2 16 0” 00N0. PORCH FT'G (TYF' FOR 5) CO \/ \1 . � \ X2 I ` tr x \ />2,/ I in 1- 1 c1 o v ♦, r \%\ ' \/,` I!\ / \F, ./ r�l ri R-10 RIDGID INSUL.. EXTEND 24" 4" GONG. SLAB, 6X6 /10 WWM 0/ 4" GRAVEL FILL W/6 MIL BLACK V.B. 1 -2 1 3 2 r i 46' -6" 1. Y \ -,%\ " L 2' -p" \ / Y ice/ „;‘XN\% "\ GONST.JOINTS ': r" Tf• 2 / /\A i\ 4" GONG. SLAB / 4" GRAVEL FILLS OPED 3" TONARD POO S. w/ 6x6 /10x10 WM ' :>" Y \'' ' . . X 4 -7/7;--.7 \ 7 7 ' . ‘ `' s\ / ---' --.,,V< >'.‹, '>1) 4' -6" P rill t FOUNDATION FLAN AIR c 2' -p" 1 IM. 2X 6 STUDS 4" CONC. SLAB w/ 6x61 Ox 1 O WWM o/6 MIL. BLACK V.B. o/ 4" GRANULAR FILL #4 BAR VERT. @ 12 "0.C.$ HORZ. @ 1 2" O.G. (2) #4 BARS CONT. 4'1 A 1 6" GARAGE WALL BRICK VENEER PER ELEVATION BRICK TIES INEEP HOLES 4 FLASHING BRICK VENEER SCALE: 3/4 " =1' -O" 2x P.T. SILL PLATE w /ANCHOR BOLTS PER SHEAR WALL SCHEDULE, 1 2" MAX. FROM ENDS AND - T" MIN. EMBED. USE GALV. WASHERS PER STRUGT. NOTE' (1) #4 BAR CONT. MAX 6" BELOW TOP OF FIN. WALL 2 - #4 CONT. IGHTLINE STORM DRAIN (O %2 GDX PLYYVD SHEATHING MOISTURE BARRIER 1 " AIR SPACE NEC 250.50. A concrete encased grounding electrode is required in all new concrete footings. The electrode shall consist of at least 20 feet of or larger reinforcement bar or #4 copper wire, located near the bottom of the building footing. (NOTE: 20 foot rebar shall be one continuous piece tied along side any vicinity footing rebar and shall protrude 8" min. above top of foundation wall ear location of power panel.) TIGHTLINE STORM DRAIN SEE SHEET A2 2 - #4 CONT. TOP Q /\ r 2� FOUNDATION WALL A 'PB544A' w/ 2 -1 /2" GALV. M.B. 1 0" SONOTUBE PLINTH ,!AA / \ / \ /,\ -N ` /� \ / \ \\ \ \A • \ j \ / \ . \\ /\ % \/ /�. /\/ / / \ / / /\� /.\ / /. , , , /i (4\\ PORGH FT'G \_A) SCALE: 3/4 " =1' -O" rXr NOV 30 2010 2x P.T. SILL PLATE w /ANCHOR BOLTS PER SHEAR WALL SCHEDULE, 1 2" MAX. FROM ENDS AND 7" MIN. EMBED. USE 2"0 x5/1 6" GALV. WASHER . 1' -6" R- 1 0 RIDGID INSUL. EXTEND 24" ■ 6 MIL. BLACK V.B. 4" GRANULAR FILL #4 @ 12" O.G. E.W. NOTE: IF STEMWALL CAST SEPARATE FROM FT'G, USE #4 VERTICAL @ 45" O.G. (MIN) w/ STD HOOK IN FT'G 3" ABOVE BOT. OF FTC. P.T. 4x4 DF #2 POST bOB j7Z 3 - #3 TIES IN TOP 5" 4- #4 BARS VERT. 4 #3 TIES @ 6" O.G. - \ \j \ \ j s \-- COMPACT EXIST'G \ SOIL. REVIEWED FOR CODE COMPLIANCE APPROVED JUN 0 3 2009 City of Tukwila BUILDING DIVISION RECEIVED APR ;14 2009 PERMIT CENTER J < 4 1: , -SHEET- Peiw >� ozrA SUBFL NAILING: 3/4" T 4 G GDX PLYWD GLUED 4 NAILED w/ • Sd @ 6" O.G. @ SUPPORT EDGES SCI @ 12 " O.0. @ INTERIOR SUPPORTS 4 i /// S' -6" 6 FOUNDATION VENT GALLS. FLOOR AREA: 1051 S.F. / 150 6.81 SF FND VENT REQ'D .66 S.F. X 1.33 S.F. a .88 S.F. PER VENT 6.81 S.F. / .88 S.F. - 8 VENTS REGD. _ _ ,I' /\. \ ,� Y' `/ ) ;I NOTE: SEE SHEET AS FOR HOLDOWN LOCATIONS W mw �z � \✓"\ fir\ \/ z rla DET. 4/A2 16 0” 00N0. PORCH FT'G (TYF' FOR 5) CO \/ \1 . � \ X2 I ` tr x \ />2,/ I in 1- 1 c1 o v ♦, r \%\ ' \/,` I!\ / \F, ./ r�l ri R-10 RIDGID INSUL.. EXTEND 24" 4" GONG. SLAB, 6X6 /10 WWM 0/ 4" GRAVEL FILL W/6 MIL BLACK V.B. 1 -2 1 3 2 r i 46' -6" 1. Y \ -,%\ " L 2' -p" \ / Y ice/ „;‘XN\% "\ GONST.JOINTS ': r" Tf• 2 / /\A i\ 4" GONG. SLAB / 4" GRAVEL FILLS OPED 3" TONARD POO S. w/ 6x6 /10x10 WM ' :>" Y \'' ' . . X 4 -7/7;--.7 \ 7 7 ' . ‘ `' s\ / ---' --.,,V< >'.‹, '>1) 4' -6" P rill t FOUNDATION FLAN AIR c 2' -p" 1 IM. 2X 6 STUDS 4" CONC. SLAB w/ 6x61 Ox 1 O WWM o/6 MIL. BLACK V.B. o/ 4" GRANULAR FILL #4 BAR VERT. @ 12 "0.C.$ HORZ. @ 1 2" O.G. (2) #4 BARS CONT. 4'1 A 1 6" GARAGE WALL BRICK VENEER PER ELEVATION BRICK TIES INEEP HOLES 4 FLASHING BRICK VENEER SCALE: 3/4 " =1' -O" 2x P.T. SILL PLATE w /ANCHOR BOLTS PER SHEAR WALL SCHEDULE, 1 2" MAX. FROM ENDS AND - T" MIN. EMBED. USE GALV. WASHERS PER STRUGT. NOTE' (1) #4 BAR CONT. MAX 6" BELOW TOP OF FIN. WALL 2 - #4 CONT. IGHTLINE STORM DRAIN (O %2 GDX PLYYVD SHEATHING MOISTURE BARRIER 1 " AIR SPACE NEC 250.50. A concrete encased grounding electrode is required in all new concrete footings. The electrode shall consist of at least 20 feet of or larger reinforcement bar or #4 copper wire, located near the bottom of the building footing. (NOTE: 20 foot rebar shall be one continuous piece tied along side any vicinity footing rebar and shall protrude 8" min. above top of foundation wall ear location of power panel.) TIGHTLINE STORM DRAIN SEE SHEET A2 2 - #4 CONT. TOP Q /\ r 2� FOUNDATION WALL A 'PB544A' w/ 2 -1 /2" GALV. M.B. 1 0" SONOTUBE PLINTH ,!AA / \ / \ /,\ -N ` /� \ / \ \\ \ \A • \ j \ / \ . \\ /\ % \/ /�. /\/ / / \ / / /\� /.\ / /. , , , /i (4\\ PORGH FT'G \_A) SCALE: 3/4 " =1' -O" rXr NOV 30 2010 2x P.T. SILL PLATE w /ANCHOR BOLTS PER SHEAR WALL SCHEDULE, 1 2" MAX. FROM ENDS AND 7" MIN. EMBED. USE 2"0 x5/1 6" GALV. WASHER . 1' -6" R- 1 0 RIDGID INSUL. EXTEND 24" ■ 6 MIL. BLACK V.B. 4" GRANULAR FILL #4 @ 12" O.G. E.W. NOTE: IF STEMWALL CAST SEPARATE FROM FT'G, USE #4 VERTICAL @ 45" O.G. (MIN) w/ STD HOOK IN FT'G 3" ABOVE BOT. OF FTC. P.T. 4x4 DF #2 POST bOB j7Z 3 - #3 TIES IN TOP 5" 4- #4 BARS VERT. 4 #3 TIES @ 6" O.G. - \ \j \ \ j s \-- COMPACT EXIST'G \ SOIL. REVIEWED FOR CODE COMPLIANCE APPROVED JUN 0 3 2009 City of Tukwila BUILDING DIVISION RECEIVED APR ;14 2009 PERMIT CENTER J < 4 1: , -SHEET- SINa nIoa PER CITY REGUIREMENTS1 I � bO /8 / /tr 7 ,1. T Y Q :11 .ON F I--OZ CHECKLIST WASHINGTON STATE ENERGY CODE ELECTRIC RESISTANCE 1 OOGFM OTHER FUELS 500FM CH. 6 PRESCRIPTIVE >< CH. 5 TRADEOFF OPTION NUMBER IV PROPOSED INSULATION 04W> OZv) MAX. GLAZING PERCENTAGE ALLOWED 15% FLAT CEILINGS 1 ATTICS R -38 'ROPOSED PERCENTAGE GLAZING 9 % VAULTED CEILINGS R -38 MAX. VERTICAL U -VALUE ALLOWED .35 EXTERIOR WALLS R -21 ?ROPOSED VERTICAL U- VALUE .35 INTERIOR HOUSE/GARAGE WALLS R -21 MAX. OVERHEAD U- VALUE .58 FLOOR OVER UNHEATED SPACES R -30 PROPOSED OVERHEAD U -VALUE .58 SLAB PERIMETER R -10 MAX. DOOR U -VALUE ALLOWED .20 DUCTS IN UNHEATED SPACES R -8 PROPOSED DOOR U -VALUE .20 LOCATION KITCHEN FAN (1) 1 OOGFM BATHROOM FAN (3) 500FM LAUNDRY FAN (1) SOGFM . WHOLE HOUSE FAN (CHOOSE ONE) O SOGFM ( 1 -2 BEDROOMS) 0 SOCFM ( 3 BEDROOMS) 0 1 OOGFM ( 4 BEDROOMS) 0 1 25GFM (5 BEDROOMS) NOTE: 1 25GFM (MIN.) WHOLE HOUSE FAN WITH 24 HOUR TIMER SWITCH HOT WIRE AND UNDERCUT DOOR FOR AIR PASSAGE TYPICAL. SUBFL NAILING: 3/4" T 4 G GDX PLYWD GLUED 4 NAILED w/ 5(21@ 6" O.G. @ SUPPORT EDGES Sd@ 12 " O.G. @ INTERIOR SUPPORTS TOP FLA USE 5-16 WHOLE HOUSE VENTILATION 4 2' TE SPLICES d THIS GRID 1 I 4x 1112H DR 4 PO - TOP PLATE SPLICES USE 11-16d THIS GRID [@ 4 5 6" N w/ 1 - 1I0 g /lp E.;.) - TOP PLATE SPLICES USE 11-16d THIS GRID 1 O' 'U 1 d) 2' I r[ L SCALE: 1 /4 "= 1 -O" UPPER FLOOR FRAMING PLAN u TOP PLATE SPLICES / USE 5-16d THIS GRID 'CS16 w/ 10d @4" O.G. SEE VET. 3/A4 'H2.5' @ EAJ i * *ad * - 170- SAW O 1 NAIL SHEATH'G TO 2x BLOCK'G NAILS w/ ad COMMON NAILS @ 6" O.G. 'A35' CLIP PER S. SCHEDULE UPPER FLOOR 3 REF. LINE '5 17ET. 4 SCALE: 3/4 " =1 -0" NOV, 3 0 2010 4). SCALE: 3/4 " =1' -0" PER S.W. SGHED ( EAV ETAIL SCALE: 3/4 " =1 -O" R-35 INSUL. INSULATION BAFFLE PROVIDE 1-1/2" MIN. CLEAR VENTED AIR SPACE OVER INSULATION NAIL TO UPPER MOST TOP PLATE PER S.W. SCHEDULE. 3/4" T4G PLYWD SHEATHING (GLUE 4 NAIL) (TYP) FLOOR @ EXT. WALL 1Y4 4i MIN. CONT. HANDRAIL SEE DET. 4 -A /4 2x4 THR BLOCK COMPOSITION ROOFING 0/ 1 5# FELT 1/ 1 6" UNBLOGK'D GDX OROSB SHEATHING w /Sd @ 6' O.G. / 12" INTERIM. 2x 1 2 FLOOR JOIST @ 1 6' O.G. 2x6 STUDS @ 16' O.G. 15/32" GDX OR OSB W/ VAPOR BARRIER LOWER FLOOR SCALE: 1 /2 " =1 -0" (3) 2x 12 FIRE BLK'G @ STRINGERS MID -SPAN REVIEWED FOR CODE COMPLIANCE APPROVED JUN 0 3 2009 City of Tukwila BUILDING DIVISION UPPER FLOOR UPPER FLOOR 'A34' G.W.B. BELOW STAIRS, WALLS 4 CEILING. INTERIOR STAIR SECTION �,4 4 RECEIVED APR 1.4 2009 PERMIT CENTER 8565 fi C} 7.7 '7l errt 1ZA'L 04: H - SHEET- 04W> OZv) SUBFL NAILING: 3/4" T 4 G GDX PLYWD GLUED 4 NAILED w/ 5(21@ 6" O.G. @ SUPPORT EDGES Sd@ 12 " O.G. @ INTERIOR SUPPORTS TOP FLA USE 5-16 WHOLE HOUSE VENTILATION 4 2' TE SPLICES d THIS GRID 1 I 4x 1112H DR 4 PO - TOP PLATE SPLICES USE 11-16d THIS GRID [@ 4 5 6" N w/ 1 - 1I0 g /lp E.;.) - TOP PLATE SPLICES USE 11-16d THIS GRID 1 O' 'U 1 d) 2' I r[ L SCALE: 1 /4 "= 1 -O" UPPER FLOOR FRAMING PLAN u TOP PLATE SPLICES / USE 5-16d THIS GRID 'CS16 w/ 10d @4" O.G. SEE VET. 3/A4 'H2.5' @ EAJ i * *ad * - 170- SAW O 1 NAIL SHEATH'G TO 2x BLOCK'G NAILS w/ ad COMMON NAILS @ 6" O.G. 'A35' CLIP PER S. SCHEDULE UPPER FLOOR 3 REF. LINE '5 17ET. 4 SCALE: 3/4 " =1 -0" NOV, 3 0 2010 4). SCALE: 3/4 " =1' -0" PER S.W. SGHED ( EAV ETAIL SCALE: 3/4 " =1 -O" R-35 INSUL. INSULATION BAFFLE PROVIDE 1-1/2" MIN. CLEAR VENTED AIR SPACE OVER INSULATION NAIL TO UPPER MOST TOP PLATE PER S.W. SCHEDULE. 3/4" T4G PLYWD SHEATHING (GLUE 4 NAIL) (TYP) FLOOR @ EXT. WALL 1Y4 4i MIN. CONT. HANDRAIL SEE DET. 4 -A /4 2x4 THR BLOCK COMPOSITION ROOFING 0/ 1 5# FELT 1/ 1 6" UNBLOGK'D GDX OROSB SHEATHING w /Sd @ 6' O.G. / 12" INTERIM. 2x 1 2 FLOOR JOIST @ 1 6' O.G. 2x6 STUDS @ 16' O.G. 15/32" GDX OR OSB W/ VAPOR BARRIER LOWER FLOOR SCALE: 1 /2 " =1 -0" (3) 2x 12 FIRE BLK'G @ STRINGERS MID -SPAN REVIEWED FOR CODE COMPLIANCE APPROVED JUN 0 3 2009 City of Tukwila BUILDING DIVISION UPPER FLOOR UPPER FLOOR 'A34' G.W.B. BELOW STAIRS, WALLS 4 CEILING. INTERIOR STAIR SECTION �,4 4 RECEIVED APR 1.4 2009 PERMIT CENTER 8565 fi C} 7.7 '7l errt 1ZA'L 04: H - SHEET- RANGE OOGFM EF VTOS 4 '- 1 1" 3' -2" ATTIC ACCESS 2x6 STUDS @ 1 6" O.G. 2X4 STUDS @ 1 6" O.G. SMOKE DETECTOR PER IBC R 3 1 5.1 SAFETY GLAZING LEGEND UPPER FLOOR PLAN SCALE: 1 / 4 "= 1 ' -0" WINDOW SCHEDULE (ALL WINDOWS SHALL BE U =.35) SYM SIZE TYPE LOCATION I QUANTITY I S.F. TOTAL I REMARKS 1 2 3 4 5 6 1 8 TOTA 3 -0x4 -0 4 -0x3 -6 6 -0x3 -0 2 -0x5 -0 6 -0x5 -0 3 -0x5 -0 2 -0x5 -0 3 -0x1 -6 4 -0x3 -0 L SQ. FT. OF SHLHG SLID'G SHLHG CAS'MT FIX'D FIX'D FIX'D FIX'D SLI D'G NEIN ININD LIVING RM BEDRM M.BEDRM DINING DINING DINING ENTRY CLOSET KITCHEN O1^15 IN CONDIT 4 4 1 2 1 2 1 4 1 IONED SPAC 12 14 18 10 30 15 10 4.5 12 48 56 18 20 30 30 10 18 12 242 EGRESS SAFETY GLAZING SAFETY GLAZING POOR SCHEDULE SYM SIZE TYPE LOCATION U- FACTOR 1 QUANTITY 1 REMARKS 3068 2668 2068 2668 3068 6068 3068 2068 6068 8010 4068 SG Sc. HG HG Sc SLID'G GL. BI -FOLD POCKET BI -PASS OVERHD BI -FOLD ENTRY STAIR /LND. BEDRM /BATH BEDRM GARAGE FAMILY LIN CLOSET CLOSET GARAGE LAUNDRY 0.20 12 4 6 5 1 1 2 2 2 2 1 w/ OBSERVATION PORT PAIR POOR NOTES 1. SUBMIT KEYING SCHEDULE AND HARDWARE SAMPLES FOR APPROVAL. 2. EXIT DOORS SHALL BE OPERABLE FROM THE INSIDE WITHOUT THE USE OF KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT. 3. HANDLES, PULLS, LATCHES, LOCKS AND OTHER OPERATING DEVICES ON DOORS, CABINETS, PLUMBING FIXTURES AND STORAGE FACILITIES SHALL HAVE A LEVER OR OTHER SHAPE WHICH WILL PERMIT OPERATION BY WRIST OR ARM PRESSURE AND WHICH DOES NOT REUIRE TIGHT GRASPING, PINCHING OR TWISTING TO OPERATE. 4. DOOR THRESHOLD SHALL NOT EXCEED 2" IN HEIGHT. 5. MAX. DOOR OPENING PRESSURES ARE LIMITED TO 5.5 LBS. AT EXTERIIOR DOORS AND 5.0 LBS. AT INTERIOR DOORS. 6. VERIFY ALL DOOR SWINGS, HARDWARE AND KEYING REQUIREMENTS. 1. PROVIDE DEAD BOLTS OR OTHER LOCKING DEVICE FOR SLIDING GLASS D00R5. exemm NOV .3.0 2010 REVIEWED FOR CODE COMPLIANCE APPROVED JUN 0 3 2009 City of Tukwila BUILDING DIVISION y72 RECEIVED APR 1 4 2009 PERMIT CENTER 1 < tr . wWvi —+OZcf) RANGE OOGFM EF VTOS 4 '- 1 1" 3' -2" ATTIC ACCESS 2x6 STUDS @ 1 6" O.G. 2X4 STUDS @ 1 6" O.G. SMOKE DETECTOR PER IBC R 3 1 5.1 SAFETY GLAZING LEGEND UPPER FLOOR PLAN SCALE: 1 / 4 "= 1 ' -0" WINDOW SCHEDULE (ALL WINDOWS SHALL BE U =.35) SYM SIZE TYPE LOCATION I QUANTITY I S.F. TOTAL I REMARKS 1 2 3 4 5 6 1 8 TOTA 3 -0x4 -0 4 -0x3 -6 6 -0x3 -0 2 -0x5 -0 6 -0x5 -0 3 -0x5 -0 2 -0x5 -0 3 -0x1 -6 4 -0x3 -0 L SQ. FT. OF SHLHG SLID'G SHLHG CAS'MT FIX'D FIX'D FIX'D FIX'D SLI D'G NEIN ININD LIVING RM BEDRM M.BEDRM DINING DINING DINING ENTRY CLOSET KITCHEN O1^15 IN CONDIT 4 4 1 2 1 2 1 4 1 IONED SPAC 12 14 18 10 30 15 10 4.5 12 48 56 18 20 30 30 10 18 12 242 EGRESS SAFETY GLAZING SAFETY GLAZING POOR SCHEDULE SYM SIZE TYPE LOCATION U- FACTOR 1 QUANTITY 1 REMARKS 3068 2668 2068 2668 3068 6068 3068 2068 6068 8010 4068 SG Sc. HG HG Sc SLID'G GL. BI -FOLD POCKET BI -PASS OVERHD BI -FOLD ENTRY STAIR /LND. BEDRM /BATH BEDRM GARAGE FAMILY LIN CLOSET CLOSET GARAGE LAUNDRY 0.20 12 4 6 5 1 1 2 2 2 2 1 w/ OBSERVATION PORT PAIR POOR NOTES 1. SUBMIT KEYING SCHEDULE AND HARDWARE SAMPLES FOR APPROVAL. 2. EXIT DOORS SHALL BE OPERABLE FROM THE INSIDE WITHOUT THE USE OF KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT. 3. HANDLES, PULLS, LATCHES, LOCKS AND OTHER OPERATING DEVICES ON DOORS, CABINETS, PLUMBING FIXTURES AND STORAGE FACILITIES SHALL HAVE A LEVER OR OTHER SHAPE WHICH WILL PERMIT OPERATION BY WRIST OR ARM PRESSURE AND WHICH DOES NOT REUIRE TIGHT GRASPING, PINCHING OR TWISTING TO OPERATE. 4. DOOR THRESHOLD SHALL NOT EXCEED 2" IN HEIGHT. 5. MAX. DOOR OPENING PRESSURES ARE LIMITED TO 5.5 LBS. AT EXTERIIOR DOORS AND 5.0 LBS. AT INTERIOR DOORS. 6. VERIFY ALL DOOR SWINGS, HARDWARE AND KEYING REQUIREMENTS. 1. PROVIDE DEAD BOLTS OR OTHER LOCKING DEVICE FOR SLIDING GLASS D00R5. exemm NOV .3.0 2010 REVIEWED FOR CODE COMPLIANCE APPROVED JUN 0 3 2009 City of Tukwila BUILDING DIVISION y72 RECEIVED APR 1 4 2009 PERMIT CENTER 1 < tr . TOP P SFijjGES: USE (1-16d COMMON 'H 3' TYP. S'- 5" TER a 24' 2x6 AFTgRS 24" / 'H3' GAR,-‘GE R9OF 24' -0" P.E. JACK TRUSSES @ 24" O.G. 2X 1 O RAFTERS @ 24" O. 1' -4" TOP P SPLUCES: USE 5-16d COMMON 1 1 — 4 " TOP F' SPI.k1GES: USE a -1 6d COMMON 'HI z' TYP, 43' -O" P.E. TRUSSES c4) 24" 0 1' -4" ROOF FRAMING PLAN SCALE: 1 /4 " =1' —O" ROOF VENT GALLS. MAIN ROOF AREA: 1 3'14 SF / 300 m 4.65 SF REO'D 4.65 5F / 2 - 2.32 SF VENTING REQ'G AT ROOF RIDGE 2.32 SF / (.44 x .15) a - 1 VENTS REQ'D. GARAGE ROOF AREA: 1 68 SF / 300 m .56 SF REQ'D 1' -4" 1' -4" 1- TOP P SPI.JCES: 5. 5-16d COMMON ROOF FRAMING NOTES: 1. CONTRACTOR SHALL VERIFY ALL NOTES, DIMENSIONS 8 CONDITIONS PRIOR TO CONSTRUCTION. 2. PROVIDE VENT BLOCKING OVER SUPPORTS. 3. THE APPROVED TRUSS DRAWINGS ARE REQUIRED TO BE ON THE SITE AT THE TIME OF INSPECTION. 4. ALL TRUSSES: * SHALL BE STAMPED BY AN ENGINEER LICENSED IN THE STATE OF WASH. * SHALL BE INSTALLED 4 BRACED TO TRUSS ENGINEERS SPECIFICATIONS. * SHALL HAVE DESIGN DETAILS 4 DRAWINGS ON SITE FOR FRAMING INSPECTION. * SHALL NOT BE FIELD ALTERED WITHOUT PRIOR BUILDING DEPT. APPROVAL OF ENGINEERING CALCULATIONS. 5. TRUSSES AT DIAPHRAGM MARGINS TO CARRY THE CHORD FORCES SHOWN IN ADDITION TO SPECIFIED GRAVITY LOADS. RIDGE CAP OF SAME MATERIAL AS ROOFING KEEP SHEATHING 1 Y," FROM RIDGE BOARD. SCALE: 3/4 "= 1' -0" CIE CORRUGATED - PLASTIC RIDGE VENT CONFORM TO ROOF SLOPE TRUSS PER PL BLK'G REDO AT PANEL EDGES RIDGE VENT NOV ,3•.0 2010 47Z REVIEWED FOR C ODE COMPLIANCE I ,Pr .OVED JUN 0 3 2009 City of Tukwil a BUILDING DIVISION (� RECEIVED APR ,1 , 4 2009 PERMIT CENTER E y1-* U - JUNE j�74' 1 57120ar ofz4( omty - DET. 2 O '3- A u �C RIDGE P.E. JACK TRUSS @ 24" O.G. 2x BL'K w/ 2" SCREEN VENT PLATE 'A54' PER S.W. SCHED. 2x 1 2 DF #2 F.J. @ 16" O.G. DET. 2A2 ,,� r r! ■�j % /�'i cif` /�i /i •� /<i rr,�i;'./.: <�' /•;r� qr 6 • �'nff� 1 \/ ��� A \j \ :<ifs G / ( �\ � f \, � ./\ l y1r.• j � r (4 v '\ / j/ , FIN. FL FIN. F lr� :. a::i. v ♦y . i i r i•i i FIN. G . al PLASH`S DIAPHRAGM NAILING NT. 2x4 BLK'G � i / \,,i j , /,fir 12 1 \•' \/ \r \r \V \/ \ \i \/ \r \i \r \/ \ \/ \r Ny / DET. 4/A2 'PBS44A' POST BASE 'PG44' POST GAP N- GALV. STEEL ANGLE LAGGED TO CARRIAGE 4 A.B. TO GONG. 2x6 RAFTERS @ 24" O.G. w /'H3' 2x BL'K w/ 2" SCREEN VENT DET. 1A2 R-55 INSUL. INSUL TION BAFFLE PROVIDE 1-1/2" MIN. GLEA VENTED AIR PAGE OVER INSULATION 26 A. G.I. FLASH'G 'LSU26' w/ 2x LEDGER 12 COMMON 6" O.G. I 1 (EDGES) 4 1 2" O.G. INTERIM. LIVING ROOM T A i i 5/5" TYP 'X' GWB ALL WALLS 4 GL'G IN GARAGE 1.024 HANGER DINING ROOM CLOSET ENTRY LAND'G BEDROOM #2 3•.1s. Wai 'ti. , At 1=1E1 I • g Ar , : VOW V Yeto_we J'JJJ I�.W R�R . p 2x 1 2 DF #2 F.J. @ 16" O.G. GARAGE \j\\ < \ i\ \ i.iii \ \ \ i \ \iS‹ \ i \\W \ \ \ i ' i \\ i</ � \ \ i� \ \ i \ \ \ i\ i\ i�\ \ - /kA \/ iJ\\ T. 1/A4 T. 2/A4 MF'G TRUSS @ 24" O.G. iii DET. 1A2 '0210' 1p I 5/S" TYP 'X' GINS ALL. WALLS 4 GL'G IN GARAGE 12 GARAGE T \ ;7 :\ \y \ , \t\ ,;; \ \ r / 7 \ \ / \\/ f \� \ \/�/ \7/ \/ FAMILY ROOM y ! % /'y v/v, ` % i R- 1 0 RIDGE INSUL. EXTEND 2' UNDER SLAB 6 MIL BLACK V.B. F'G TRUSS @ 24" O.G. COMPOSITION ROOFING o/ 15# FELT 5 /S "UNBLOCK'D GDX OR 055 SHEATHING w /Sd @ 6" O.G. / 1 2" INTERIM. DET. 1/A4 2x6 STUDS @ 16' O.G. 15/52" GDX OR 053 W/ VAPOR BARRIER 3/4" T4G PLYWD SHEATHING (GLUE 4 NAIL) (TYP) DET. 2A2 NOV .3,0 2010 R -2 1 INSUL. REVIEWED FOR CODE COMPLIANCE APP k WED JUN 0 3 2009 City of Tukwila BUILDING DIVISInn! RECEIVED APR 14 2009 PERMIT GENTEF EXPLLC 3 07 JUNE orvgG 1 4: H - A7 // o� %11 Structural Notes International Building Code. (IBC), 2003 edition, plus local amendments. Live ads: Floor 40 psf Roof Snow 25 psf Vince 85mph Exposure "B" seismic designed using Simplified Procedure, for Site Class 0, SUG I, Base hear = 10 3 kips, R = 6.0, I 1.0, Ss .- 1.53, S1 = 0.53, Sds =1.02. Lateral Forces: The plywood roof diaphragm delivers horizontal forces to plywood clad wood hear walls, which in turn deliver the forces to reinforced concrete foundation walls via anchor bolts through the sill plates of the walls. Overturning forces are transferred from the end members of the shear walls via Simpson hold -down hardware into the concrete foundation walls. Foundation: Footings are assumed to have allowable bearing pressure of 1500 psi. The bearing surfaces are to be examined by 'a geotechnical engineer to confirm this assumption. Footings shall bear on firm; undisturbed soil or structural compacted fill at least 18" below finish grade. Concrete: (Unsupervised stresses) F'c =:2,500 psi at 28 days. Use a minimum of 5 1 4 sacks of cement per cubic yard of concrete and a maximum of 6% gallons of water per 94# sack of cement. Concrete protection for reinforcing: Bottom of footings 3" Formed surfaces exposed to earth ( #5 bars) 1 W' All concrete in footings shall be placed monolithically.Aluminum conduit and accessories shall not be embedded in concrete. :Call the building department for inspection of reinforcing steel and formwork prior to placing concrete. Reinforcing Steel: (Unsupervised stresses) ' Bars shall conform to ASTM A615, Grade 40. Lap all splices 36 diameters minimum. Fiber mesh may be used to reinforce the slab -on- grade, proportioned in accordance with manufacturer's recommetidations. Contractor shall submit brand name of product and intended quantities, or at contractor's option, welded wire fabric (WWF): 6x6, 1.4/1,4 placed at mid - depth of the slabs. VVWF shall be held in position with #5 °bars at 4' o.c each way. Steel Anchor Rods (Bolts): Use galvanized, headed anchor bolts per ASTM F-1554, Grade A36, with heads embedded in the continuous foundation walls to a depth of 7" (minimum). They shall be hot- dipped galvanized due to contact with pressure treated lur'nber. Structural :Lumber/Timber All.lumbershall be graded in accordance with current WU1r'PA Standard Grading Rules for Western Lumber. Use the followin g species and minimum grades unless noted otherwise on the plans: 2 x 6 Studs HF #2 Joists & Rafters DF -L #2 Headers & Flush Beams HF #2 Beams (4x) HF #2 Beams and Columns (6x) DF-L #2 Glued Laminated beams to be western species, 24 F, 1,7E. All lumber exposed to weather, soil or in contact with concrete shall be pressure treated. Douse all scars, cuts and drill holes: with two coats of the same chemical as the treated member. All :wood shall be APA rated sheathing CD with a minimum`s an pl Y g� } P rating of 32/16: for roof and 24/0 for walls. Block all panel edges in the walls. • Blocking not required for the roof diaphragm. Use only common size na for framing and sheathing. All nails to be driven with heads flush with the plywood Surface. Metal connection hardware shall be `Simpson Strong -Tie products Provid stainless steel or hot - dipped galvanized hardware where in contact with treated wood framing. Refer to the;Shearwall Schedule for anchor bolt (ASTM F-1664, Grade A36) sizes and spacings. Provide 3" x 3" x ` 1/4" galvanized plate washers for each sill plate anchor bolt between the sill plate and the nut. Roof Trusses Roof trusses shall be designed and plant fabricated in accordance with ANSI/TPi 1. All mechanical connectors shall be IBC approved. Trusses shall be . designed using the live loads specified above and with dead loads based on the • materials specified on the architectural drawings. Fabricator shall submit shop drawings, calculations and code approval data for the mechanical connectors to ;field " all 't ass lengths in the for review prior tCS :fabrication ; Verify r the Engineer e P Y nrinr to fah rination. Framing Notes: Roof Framing: 1. Provide: continuous vented solid blocking for roof framin g:at < supports. 2. Nail the sheathing panel edges at spacings shown on the; lan and at p 12" o.c. at intermediate supports; 3. Roof diaphragms are unblocked, Wall l F ra m i n g 1. Hot- dipped galvanized headed anchor bolts shall be. located 6" fro' each end of the sill plate and at 4' -6" c.c. (maximum) using 5/81 diameter F1554, Grade 36 headed bolts with 7" (min.) :.embedment into the concrete. Place galvanized 2" square by 3/16"` steel: plate plate. and h sill t toot Ben henu betty t ash � .. washers r. . ' belt e. HF #2 or to be H plates and blacking t Studs, l a .:and to studs, Fates n per he'sche schedule st net e t d t __ s'of panels all _ _ Nail a •.. p p blocking. ` Nail the interior of each panel to the framing at 12 o.c. the Foundation Plat, Second Floor Framing Plan See t 9 , or buildin elevations for locations of Simpson Strong -Tie hold-downs and straps Where hold -downs are called out, connect them to double studs using fasteners recommended by Simpson Strong -Tie, Miscellaneous: verify size and location of all openings with Architect s drawin gs Provide :.: , re uir d until all , erm nent' connections have been bracing as e a tem ra ; b n C g q .p p rY installed. 6 'G522' x 3' -O" w/ 14-10d(1/2 E.E.) SCALE: 1 /4 " =1' -O" SGALE: 1 /4 " =1' -O" 4 NORTH ELEVATION 'G51 4' x 3' -O" w/ 34-10d (1 /2 E.E.) (TYP FOR 4) 49+1122 -51753' (TYP. FOR 4) SOUTH ELEVATION 'PH172 -51253' (TYF. FOR 5) 'G522' x 3' -O" w/ 14 -1 Od (1 /2 E.E.) R SHEAR YVALL ELEVATIONS NAIL SCHEDULE SIZE COMMON LENGTH ad " 2.5" 10d " 3.00" 12c1 " 3.25" lad " 3.50" DIAM. 0.131" 0.148" 0.148" 0.162" 'G522'(L+ 1e ")w/ 'C52 2' x w/14-10d(1/2 m 111 111 111 Iu m 'G520' w/ 1 6 -1 Od HALF E.E. 'PHD2 -51253' w/ 5 /8' AB $' -o" !;E.E. EAST ELEVATION SCALE: 1 /4 " =1' -O" 'G522' x 4' -6" w/ 1 4- 1 Od NAILS (1 /2 E.E.) 21^14 SCALE: 1/4"=1 '-0" PH176 -51753' WEST ELEVATION 'G522' x S' -O" w/ 14 -1 Od (1 /2 E.E.) (TYP. FOR 1) 2W4 'PHD2 -5'53' 'G520' w/ HALF E.E. 'PH172 -5053' w/ 5 /e," AB m NOV . A 2010 11 11 11 11 11 REVIEWED FOR CODE COMPLIANCE APPROVE JUN 0 3 2009 'G5 e' x 2' -6" w/ 20-10d ( 1 /2 E.E. City of Tukwila BUILDING DIVISION SHEAR WALL SCHEDULE RECEIVED APR 1 4 2009 PERMIT CENTER - Label We 2] Where sheathin is applied an both Side's of Wall, panel' edge joints an 2x framing shall be staggered se that Joints on :the appesito: sides are not located on the same studs, W4 . W3 W2 2W4 2W3 2W2 [ 2� APA Rated Sheathing 111121[41[121[1 15/32" CDX 15/32" CDX 15/32" COX Nail Size :& Spacing Edges. ta1t81 0.131' Rim Joist or block connection to top plata: 1 A35 1 @ 24':'(, 0:131 x2.5 Q. t O.C. 0.131 "x2:5" 04" O.C. /EE: Stud Blocking Size Adjoining Edges 1311®1[141 2x 3x . ; A35 (43'16 O.C 'A36 8" O.C. 18j Framing clips: A35 or LTPS or approved equivalent [9] Where plate attachment specifies (2) rows of nails, provide double Joist, rim or equal, Attach per details. 2 KBodoniPlate Attachment ... Nailing To Wood Below 0.162" x.3.5" Q 6 0.C. 0. "x3:5" ©4 "0C: 0.162 "x 3.5;':(5) 2" 0.C. SIII Plate Attachment Anchor Bolt to Concrete Baow r 5l8 " 011 48" DEC: 518" DIA. (fil 32 ". 0.C. 518" DIA. (d3 16" O.C. Sill Plate Size Foundation (1 1 1 2x . 2x 3x • PLF Capacity 213 311 822 J11 . Installpaneis either horizontally or vertically [3 Sleeking .is.required at all panel edges; :: ` 4 . in nailing for r h of ails Indicated is rev' shear wall hex and.n n the enti a Fen t f. w ed onahe plans: E ds of full height are :designated by .exte o P roes saw a sheathing n Ends r1 r of the building, corridors [ 9. A 9 P 9 9 windows, or doorwa s or as desi nated on Plans, :See Plano for holdown :r ul Alternate : note: walis noted as perforated shearwalls re sheathin ai ove and Y. g . p. p .... Eq t.. 5 p q. 9 • below all openings) . • be ow. 1 5 a P 9) 1. : ellin g Is fired at .all osts.. Ed g e � :ma also be requlred:to ech stud used In bulit -u holdoWn oste. Ref to the holdown: details .for [Sl.Sheathing edge n g requ p 9 9 . Y 9 , a A , . .. p l ion l I f rmalion. a t a o • dd n • be with 2x minimum members, Field nailing '12" o C. ; [7] Based on 0.131'x i-1 /2 "•long nails used to attach framing: clips directly to framing. Use 0.131 x 2412" nails where installed over sheathing 61 Intermediate framin to [10] (in .Seismic Deakin Categories D,E &F): Anchor bolts shall: be, provided with`steel plate :washers 3/10"4"x2", Embed anchor: bolts 7" minlmunl into: the. concrete. ca e excessive corrosion i the fasteners. Provlde.hot-dl ed alvanlzed: electro- :lain is not a cce table nails and.connector la [11] Pressure trei�te : material n cau. s n ppe 9 , t P t ... 9 P ) P test . ( framing angles, •etc.) for all connectors in contact with pressure treated. framing members::.; . a ... f ... Alternate Notes [12] 7/16 "APA rated sheathing (OSB) may be used Inplace of:16132" sheathing provided that all studs are spaced at 1616!0.C; ' .. [13] Where wood sheathing (W) Is applied over gypsum sheathing (G), contact the engineer of record for ,alternate nailing requirements: together . f. I d Double. 2x tu ma b onnected together by nailing the s tuds t o s i a be used In l ace a s sl a 3X -stud s ds c r 9d At adjoining in panel edges, 2 -2x stud na led may n e t g may o9 by 9 together with 9 [ 1 1 gP t1 Y P i c a n ilin s in and diameter as the t a m c da e e 3 lon�nalls of the sa a spa g a pl A [15] Contact the engineer of record for adhesive or expanalon bolt alternatives to cast -in -place anchor bolts. (special inspection may be required). - A8 OF / / 11 c4 OZ Structural Notes International Building Code. (IBC), 2003 edition, plus local amendments. Live ads: Floor 40 psf Roof Snow 25 psf Vince 85mph Exposure "B" seismic designed using Simplified Procedure, for Site Class 0, SUG I, Base hear = 10 3 kips, R = 6.0, I 1.0, Ss .- 1.53, S1 = 0.53, Sds =1.02. Lateral Forces: The plywood roof diaphragm delivers horizontal forces to plywood clad wood hear walls, which in turn deliver the forces to reinforced concrete foundation walls via anchor bolts through the sill plates of the walls. Overturning forces are transferred from the end members of the shear walls via Simpson hold -down hardware into the concrete foundation walls. Foundation: Footings are assumed to have allowable bearing pressure of 1500 psi. The bearing surfaces are to be examined by 'a geotechnical engineer to confirm this assumption. Footings shall bear on firm; undisturbed soil or structural compacted fill at least 18" below finish grade. Concrete: (Unsupervised stresses) F'c =:2,500 psi at 28 days. Use a minimum of 5 1 4 sacks of cement per cubic yard of concrete and a maximum of 6% gallons of water per 94# sack of cement. Concrete protection for reinforcing: Bottom of footings 3" Formed surfaces exposed to earth ( #5 bars) 1 W' All concrete in footings shall be placed monolithically.Aluminum conduit and accessories shall not be embedded in concrete. :Call the building department for inspection of reinforcing steel and formwork prior to placing concrete. Reinforcing Steel: (Unsupervised stresses) ' Bars shall conform to ASTM A615, Grade 40. Lap all splices 36 diameters minimum. Fiber mesh may be used to reinforce the slab -on- grade, proportioned in accordance with manufacturer's recommetidations. Contractor shall submit brand name of product and intended quantities, or at contractor's option, welded wire fabric (WWF): 6x6, 1.4/1,4 placed at mid - depth of the slabs. VVWF shall be held in position with #5 °bars at 4' o.c each way. Steel Anchor Rods (Bolts): Use galvanized, headed anchor bolts per ASTM F-1554, Grade A36, with heads embedded in the continuous foundation walls to a depth of 7" (minimum). They shall be hot- dipped galvanized due to contact with pressure treated lur'nber. Structural :Lumber/Timber All.lumbershall be graded in accordance with current WU1r'PA Standard Grading Rules for Western Lumber. Use the followin g species and minimum grades unless noted otherwise on the plans: 2 x 6 Studs HF #2 Joists & Rafters DF -L #2 Headers & Flush Beams HF #2 Beams (4x) HF #2 Beams and Columns (6x) DF-L #2 Glued Laminated beams to be western species, 24 F, 1,7E. All lumber exposed to weather, soil or in contact with concrete shall be pressure treated. Douse all scars, cuts and drill holes: with two coats of the same chemical as the treated member. All :wood shall be APA rated sheathing CD with a minimum`s an pl Y g� } P rating of 32/16: for roof and 24/0 for walls. Block all panel edges in the walls. • Blocking not required for the roof diaphragm. Use only common size na for framing and sheathing. All nails to be driven with heads flush with the plywood Surface. Metal connection hardware shall be `Simpson Strong -Tie products Provid stainless steel or hot - dipped galvanized hardware where in contact with treated wood framing. Refer to the;Shearwall Schedule for anchor bolt (ASTM F-1664, Grade A36) sizes and spacings. Provide 3" x 3" x ` 1/4" galvanized plate washers for each sill plate anchor bolt between the sill plate and the nut. Roof Trusses Roof trusses shall be designed and plant fabricated in accordance with ANSI/TPi 1. All mechanical connectors shall be IBC approved. Trusses shall be . designed using the live loads specified above and with dead loads based on the • materials specified on the architectural drawings. Fabricator shall submit shop drawings, calculations and code approval data for the mechanical connectors to ;field " all 't ass lengths in the for review prior tCS :fabrication ; Verify r the Engineer e P Y nrinr to fah rination. Framing Notes: Roof Framing: 1. Provide: continuous vented solid blocking for roof framin g:at < supports. 2. Nail the sheathing panel edges at spacings shown on the; lan and at p 12" o.c. at intermediate supports; 3. Roof diaphragms are unblocked, Wall l F ra m i n g 1. Hot- dipped galvanized headed anchor bolts shall be. located 6" fro' each end of the sill plate and at 4' -6" c.c. (maximum) using 5/81 diameter F1554, Grade 36 headed bolts with 7" (min.) :.embedment into the concrete. Place galvanized 2" square by 3/16"` steel: plate plate. and h sill t toot Ben henu betty t ash � .. washers r. . ' belt e. HF #2 or to be H plates and blacking t Studs, l a .:and to studs, Fates n per he'sche schedule st net e t d t __ s'of panels all _ _ Nail a •.. p p blocking. ` Nail the interior of each panel to the framing at 12 o.c. the Foundation Plat, Second Floor Framing Plan See t 9 , or buildin elevations for locations of Simpson Strong -Tie hold-downs and straps Where hold -downs are called out, connect them to double studs using fasteners recommended by Simpson Strong -Tie, Miscellaneous: verify size and location of all openings with Architect s drawin gs Provide :.: , re uir d until all , erm nent' connections have been bracing as e a tem ra ; b n C g q .p p rY installed. 6 'G522' x 3' -O" w/ 14-10d(1/2 E.E.) SCALE: 1 /4 " =1' -O" SGALE: 1 /4 " =1' -O" 4 NORTH ELEVATION 'G51 4' x 3' -O" w/ 34-10d (1 /2 E.E.) (TYP FOR 4) 49+1122 -51753' (TYP. FOR 4) SOUTH ELEVATION 'PH172 -51253' (TYF. FOR 5) 'G522' x 3' -O" w/ 14 -1 Od (1 /2 E.E.) R SHEAR YVALL ELEVATIONS NAIL SCHEDULE SIZE COMMON LENGTH ad " 2.5" 10d " 3.00" 12c1 " 3.25" lad " 3.50" DIAM. 0.131" 0.148" 0.148" 0.162" 'G522'(L+ 1e ")w/ 'C52 2' x w/14-10d(1/2 m 111 111 111 Iu m 'G520' w/ 1 6 -1 Od HALF E.E. 'PHD2 -51253' w/ 5 /8' AB $' -o" !;E.E. EAST ELEVATION SCALE: 1 /4 " =1' -O" 'G522' x 4' -6" w/ 1 4- 1 Od NAILS (1 /2 E.E.) 21^14 SCALE: 1/4"=1 '-0" PH176 -51753' WEST ELEVATION 'G522' x S' -O" w/ 14 -1 Od (1 /2 E.E.) (TYP. FOR 1) 2W4 'PHD2 -5'53' 'G520' w/ HALF E.E. 'PH172 -5053' w/ 5 /e," AB m NOV . A 2010 11 11 11 11 11 REVIEWED FOR CODE COMPLIANCE APPROVE JUN 0 3 2009 'G5 e' x 2' -6" w/ 20-10d ( 1 /2 E.E. City of Tukwila BUILDING DIVISION SHEAR WALL SCHEDULE RECEIVED APR 1 4 2009 PERMIT CENTER - Label We 2] Where sheathin is applied an both Side's of Wall, panel' edge joints an 2x framing shall be staggered se that Joints on :the appesito: sides are not located on the same studs, W4 . W3 W2 2W4 2W3 2W2 [ 2� APA Rated Sheathing 111121[41[121[1 15/32" CDX 15/32" CDX 15/32" COX Nail Size :& Spacing Edges. ta1t81 0.131' Rim Joist or block connection to top plata: 1 A35 1 @ 24':'(, 0:131 x2.5 Q. t O.C. 0.131 "x2:5" 04" O.C. /EE: Stud Blocking Size Adjoining Edges 1311®1[141 2x 3x . ; A35 (43'16 O.C 'A36 8" O.C. 18j Framing clips: A35 or LTPS or approved equivalent [9] Where plate attachment specifies (2) rows of nails, provide double Joist, rim or equal, Attach per details. 2 KBodoniPlate Attachment ... Nailing To Wood Below 0.162" x.3.5" Q 6 0.C. 0. "x3:5" ©4 "0C: 0.162 "x 3.5;':(5) 2" 0.C. SIII Plate Attachment Anchor Bolt to Concrete Baow r 5l8 " 011 48" DEC: 518" DIA. (fil 32 ". 0.C. 518" DIA. (d3 16" O.C. Sill Plate Size Foundation (1 1 1 2x . 2x 3x • PLF Capacity 213 311 822 J11 . Installpaneis either horizontally or vertically [3 Sleeking .is.required at all panel edges; :: ` 4 . in nailing for r h of ails Indicated is rev' shear wall hex and.n n the enti a Fen t f. w ed onahe plans: E ds of full height are :designated by .exte o P roes saw a sheathing n Ends r1 r of the building, corridors [ 9. A 9 P 9 9 windows, or doorwa s or as desi nated on Plans, :See Plano for holdown :r ul Alternate : note: walis noted as perforated shearwalls re sheathin ai ove and Y. g . p. p .... Eq t.. 5 p q. 9 • below all openings) . • be ow. 1 5 a P 9) 1. : ellin g Is fired at .all osts.. Ed g e � :ma also be requlred:to ech stud used In bulit -u holdoWn oste. Ref to the holdown: details .for [Sl.Sheathing edge n g requ p 9 9 . Y 9 , a A , . .. p l ion l I f rmalion. a t a o • dd n • be with 2x minimum members, Field nailing '12" o C. ; [7] Based on 0.131'x i-1 /2 "•long nails used to attach framing: clips directly to framing. Use 0.131 x 2412" nails where installed over sheathing 61 Intermediate framin to [10] (in .Seismic Deakin Categories D,E &F): Anchor bolts shall: be, provided with`steel plate :washers 3/10"4"x2", Embed anchor: bolts 7" minlmunl into: the. concrete. ca e excessive corrosion i the fasteners. Provlde.hot-dl ed alvanlzed: electro- :lain is not a cce table nails and.connector la [11] Pressure trei�te : material n cau. s n ppe 9 , t P t ... 9 P ) P test . ( framing angles, •etc.) for all connectors in contact with pressure treated. framing members::.; . a ... f ... Alternate Notes [12] 7/16 "APA rated sheathing (OSB) may be used Inplace of:16132" sheathing provided that all studs are spaced at 1616!0.C; ' .. [13] Where wood sheathing (W) Is applied over gypsum sheathing (G), contact the engineer of record for ,alternate nailing requirements: together . f. I d Double. 2x tu ma b onnected together by nailing the s tuds t o s i a be used In l ace a s sl a 3X -stud s ds c r 9d At adjoining in panel edges, 2 -2x stud na led may n e t g may o9 by 9 together with 9 [ 1 1 gP t1 Y P i c a n ilin s in and diameter as the t a m c da e e 3 lon�nalls of the sa a spa g a pl A [15] Contact the engineer of record for adhesive or expanalon bolt alternatives to cast -in -place anchor bolts. (special inspection may be required). - A8 OF / / 11 RIDGE PLATE FIN. FL. PLATE FIN. FL. GARAGE FIN. FL. rr L I 1 NORTH ELEVATION SCALE: 1 /4 " =1' -0" SGALE: 1 /4 " =1 -0" EAST ELEVATION r L I 1 J 1 1 J 11 r EMI T L _L L J RIDGE PLATE FIN. FL. PLATE FIN. FL. GARAGE FIN. FL. NOV ; 3.0 2010 REVIEWED FOR CODE COMPLIANCE APPROVE JUN 0 3 2009 City of Tukwila BUILDING DIVISION RECEIVED APR 1 4 2009 PERMIT CENTER —SHEET— A9 OF // 11 PER CITY REQUIREMENTSI LWG b0/8 /'b 'ON wrOZci) RIDGE PLATE FIN. FL. PLATE FIN. FL. GARAGE FIN. FL. rr L I 1 NORTH ELEVATION SCALE: 1 /4 " =1' -0" SGALE: 1 /4 " =1 -0" EAST ELEVATION r L I 1 J 1 1 J 11 r EMI T L _L L J RIDGE PLATE FIN. FL. PLATE FIN. FL. GARAGE FIN. FL. NOV ; 3.0 2010 REVIEWED FOR CODE COMPLIANCE APPROVE JUN 0 3 2009 City of Tukwila BUILDING DIVISION RECEIVED APR 1 4 2009 PERMIT CENTER —SHEET— A9 OF // 11 RIDGE PLATE 1 ' -6" FIN. FL. PLATE FIN. FL. GARAGE FIN. FL. rA 4 L__J C L__J SCALE: 1 /4 " =1 -O" -- MS — — OM — --------------------------- -------------------------- ------------------------- -------------------------- -------------------------- --------------------------- SCALE: 1 /4 " =1 - SOUTH ELEVATION 111 01 WEST ELEVATION 1 L__J A -6 " \ \ RIDGE GARAGE FIN. FL. •i—onoli NIIIMMMINIMINIMMENNIIMMIE -- ------ MIMI= MUM MINIM / / / / / / 1- r r L b =,t —1 r-' `1 L__J EX oP I NOV 3;.0 2010 b 0 F3- REVIEWED FOR CODE COMPLIANCE APPROVED JUN 0 3 2009 City of Tukwila BUILDING DlInP m RECEIVED APR 1 4 2009 PERMIT GENTEF J N .4: J xozv) RIDGE PLATE 1 ' -6" FIN. FL. PLATE FIN. FL. GARAGE FIN. FL. rA 4 L__J C L__J SCALE: 1 /4 " =1 -O" -- MS — — OM — --------------------------- -------------------------- ------------------------- -------------------------- -------------------------- --------------------------- SCALE: 1 /4 " =1 - SOUTH ELEVATION 111 01 WEST ELEVATION 1 L__J A -6 " \ \ RIDGE GARAGE FIN. FL. •i—onoli NIIIMMMINIMINIMMENNIIMMIE -- ------ MIMI= MUM MINIM / / / / / / 1- r r L b =,t —1 r-' `1 L__J EX oP I NOV 3;.0 2010 b 0 F3- REVIEWED FOR CODE COMPLIANCE APPROVED JUN 0 3 2009 City of Tukwila BUILDING DlInP m RECEIVED APR 1 4 2009 PERMIT GENTEF J N .4: J