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Home My WebLink AboutPermit D08-471 - NG RESIDENCE - LOT 1 - NEW SINGLE FAMILY RESIDENCENG RESIDENCE LOT 1 12258 48 AV S EXPIRED 11 -30 -10 DOS -471 Parcel No.: 0179001436 Address: 12258 48 AV S TUKW Suite No: Tenant: Name: NG RESIDENCE, LOT 1 Address: 12258 48 AV S , TUKWILA WA Cityillf Tukwila Owner: Name: WU YONG CHUN Address: 6614 S 124TH ST , SEATTLE WA 98178 Phone: 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: / /wwwci.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 doc: IBC -10/06 DEVELOPMENT PERMIT * *continued on next page ** Permit Number: D08 -471 Issue Date: 01/22/2010 Permit Expires On: 07/21/2010 Expiration Date: 12/17/2010 Value of Construction: $280,714.31 Fees Collected: $35,011.56 Type of Fire Protection: SMOKE DETECTORS International Building Code Edition: 2006 Type of Construction: VB Occupancy per IBC: 22 008 -471 Printed: 01 -22 -2010 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: Y Permit Center Authorized Signature: doc: IBC -10/06 City oftukwila 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 Fire Loop Hydrant: N Number: 0 Size (Inches): 0 Flood Control Zone: N Hauling: N Start Time: End Time: Land Altering: Y 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: Y Profit: N Non - Profit: N Water Main Extension: N Private: Public: Water Meter: Y waru, Permit Number: DO8 -471 Issue Date: 01/22/2010 Permit Expires On: 07/21/2010 Date: 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 of work. I am authorized to sign and obtain this development permit. 1/0 02 // 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. 008 -471 Printed: 01 -22 -2010 Parcel No.: 0179001436 Address: Suite No: Tenant: doc: Cond -10/06 12258 48 AV S TUKW NG RESIDENCE, LOT 1 • 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 9: All wood to remain in placed concrete shall be treated wood. PERMIT CONDITIONS Permit Number: Status: Applied Date: Issue Date: 11: Manufacturers installation instructions shall be available on the job site at the time of inspection. D08 -471 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. 10: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 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 D08 -471 Printed: 01 -22 -2010 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 %. doc: Cond -10/06 • • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us 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 CONDPITONS*** 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 D08 -471 Printed: 01 -22 -2010 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 Tukwila for possible property damages caused by activites. 39: Pavement Restoration applies per Public Works Bulletin A6. Pavement Mitigation Fees apply per Public Works Bulletin A3 and shall be paid prior to Public Works final. 40: Conveyance of Public Improvement Form shall be submitted 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 • • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http://www.ci.tukwila.wa.us * *continued on next page ** D08 -471 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 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. Signature: 1 Print Name: cAurt �t/u doc: Cond -10/06 D08 -471 Date: ordinances governing or local laws regulating Printed: 01 -22 -2010 Company Name: Mailing Address: Contact Person: E -Mail Address: CITY OF TUKWILA Community Developmet epartment Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.ci.tukwila.wa.us Site Address: Tenant Name: n Property Owners Name: /1A 1MV //�' o �Ch Mailing Address: Id ' e,. i.2X y v 8¢ Name: !/l Ck � SrS Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. * *Please Print ** SITE LOCATION 4� A4vE S Mailing Address: / 203 Pc. /4E E -Mail Address: CV S12 Veiveo /. Aar Suite Number: City CONTACT PERSON - who do , w contact when your permit is ready to be. issued GENERAL CONTRACTOR INFORIVIATION (Contractor Information; for Mechanical (pg 4) for Plumbing and Gas Piping (p "5)) /1.- /AT JkME rnti90%w rq /II . Ac 60x 406's Contact Person: RA -whewo / /G E -Mail Address: 4410004a 166 e i Contractor Registration Number: SkyL./klf r UU 2 0 S Building Pere�No' Mechanical. Pr:Asnit N Pith ibing /Gas Per it Public Works Permit No. Project N King Co Assessor's Tax No.: d/ '1e' /4-,34, City Floor: New Tenant: .... Yes J ..No / State Day Telephone: 415.9U$ - 3/ / 2. 9g e 5 ?- Zip lciaxyA(vi‘ce /4i4 980- F City State Zip Fax Number:4 5 9&e - 3//2 State Zip Day Telephone: .Z, '354 - /dote Fax Number: 006 4 Expiration Date: ARCHITECT OF RECO All plan ust be wet stamped by Archi Company Name: Mailing Address: State Zip City Day Telephone: Fax Number: ENGINEER OF RECORD — All plans m ust be wet stamped by Engineer of Record Company Name: Mailing Address: / 3 A18: ) / 9 S Contact Person: ' Mtn #4/M/stG7.e{O flF,Dfri to CvA 9ee752 City State Zip Day 56.01- Telephone Mil- &' - 2 Z 5 E -Mail Address: Fax Number: 426' �¢l, Q:Wpplications\Forms- Applications On Line\3 -2006 - Permit Application.doc Revised: 9 -2006 bh Page 1 of 6 Scope of Work (please provide detailed information): Will there be new rack storage? ❑.... Yes Q:\Applications\Forms- Applications On Linel3 -2006 - Permit Application.doc Revised: 9 -2006 bh aalTil'a 11.,./1\ ,, — irVV-J1 'JRl / Number of Parking Stalls Provided: Standard: FIRE PROTECTION/HAZARDOUS MATERIALS: Valuation of Project (contractor's bid we $ Existing ding Valuation: $ A/ W 5 muc�L h/4/ 10 «r2 g . No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below TO t.+ Floors thru Basemen Accessory Strati Attached �g+ Detached Garage! Attach' Cz Carp+ Detached Covered 1 eck Uncovered .Deck; ltenor Remo Addition to Existing Structure MY,. 25 Type of traction per IBC Type of Occupancy per IBC rt 1 1) PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) ? 35 Z A?' *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: Will there be a change in use? ❑ Yes ❑ No If "yes ", explain: ❑ Sprinklers ❑ Automatic Fire Alarm ❑ None [0 Other (specify) iWica Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes [Y' 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 INFORMATION — 206 -433 -0179 Water District [t]'.Tukwila ❑ ... Water District #125 ❑ ...Water Availability Provided Sewer District ▪ Tukwila ❑ ... Sewer Use Certificate Submitted with Application (mark boxes which apply): ❑ ...Civil Plans (Maximum Paper Size — 22" x 34 ") ❑ ...Technical Information Report (Storm Drainage) ❑ ...Bond ❑ .. Insurance ❑ .. Easement(s) Proposed Activities (mark boxes that apply): ❑ ...Right -of -way Use - Nonprofit for less than 72 hours ❑ ...Right -of -way Use - No Disturbance ❑ ...Construction/Excavation/Fill - Right -of -way Non Right -of -way [..Total Cut 6S cub yards ❑ ...Total Fill cubic yards Q:Wpplications\Forms- Applications On Line'3 -2006 - Permit Application.doc Revised: 9 -2006 bh Call before you Dig: 1- 800 - 424 -5555 ❑ .. Highline ❑... ValVue ❑ .. Renton ❑ ... Sewer Availability Provided ❑ ...Permanent Water Meter Size... WO # ❑ ...Temporary Water Meter Size.. WO # ❑ ...Water Only Meter Size WO # ❑...Deduct Water Meter Size ❑ ...Sewer Main Extension Public Private ❑ ...Water Main Extension Public Private Scope of Work (please provide detailed information): 11454.1 S /14G(.6: 7 y 1944/1044/4/4 Please refer to Public Works Bulletin #1, for fees and estimate sheet. 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. ❑ .. Geotechnical Report ❑ .. Maintenance Agreement(s) ❑ .. Right -of -way Use - Profit for less than 72 hours ❑ .. Right -of -way Use — Potential Disturbance ❑ .. Work in Flood Zone ❑ .. Storm Drainage ❑ ...Renton ❑ ...Seattle ❑ ... Traffic Impact Analysis ❑ ... Hold Harmless — (SAO) ❑ ... Hold Harmless — (ROW) L �...Sanitary Side Sewer ❑ .. Abandon Septic Tank ❑ .. Grease Interceptor ❑ ...Cap or Remove Utilities ❑ .. Curb Cut ❑ .. Channelization ❑ ...Frontage Improvements ❑ .. Pavement Cut ❑ .. Trench Excavation ❑ ...Traffic Control ❑ .. Looped Fire Line ❑ .. Utility Undergrounding ❑ ...Backflow Prevention - Fire Protection Irrigation Domestic Water FINANCE INFORMATION Fire Line Size at Property Line Number of Public Fire Hydrant(s) ` ,...Water 5t,.. Sewer ❑ ... Sewa Treatment Monthly Service Billing to: Woofs Name: S k i t a 4 . ' ` o o f s l ` nolo (/ei* '- Mailing Address: ,4 C2. 1 /'V/y Lf/A 26 Water Meter Refund/Billing: Mailing Address: 1 Day Telephone: T2 4884 City State Zip Name: 644f: 446" Day Telephone: City State Zip Page 3 of 6 Unit Type: Qty Unit Type: Qty Unit Type: Qty Boiler /Compressor: Qty Furnace <100K BTU , I Air Handling Unit >10,000 CFM Fire Damper 0 -3 HP /100,000 BTU Furnace >100K BTU Evaporator Cooler Diffuser 3 -15 HP /500,000 BTU Floor Furnace Ventilation Fan Connected to Single Duct 3 Thermostat Z 15 -30 HP /1,000,000 BTU Suspended/Wall/Floor Mounted Heater Ventilation System Wood /Gas Stove 30 -50 HP /1,750,000 BTU Appliance Vent / Hood and Duct 1 Emergency Generator 50+ HP /1,750,000 BTU Repair or Addition to Heat/Refrig /Cooling System Incinerator - Domestic Other Mechanical Equipment Air Handling Unit <10,000 CFM Incinerator — Comm/Ind I avirA < nt.11•i1k,tin.. r.nnivu I r UKIVIA l lOIN - 1U6- 431 -347( Contact Person: E -Mail Address: Contractor Registration Number: MECHANICAL CONTRACTOR IN :MATION Company Name: Mailing Address: Expiration Date: Valuation of Mechanical work (contractor's bid price): $ Egrp/ _j . i00 Scope of Work (please provide detailed information): Use: Residential: New .... Replacement .... Commercial: New .... Replacement .... Indicate type of mechanical work being installed and the quantity below: Q:Wpplications\Forms- Applications On Line\3 -2006 - Permit Application.doc Revised: 9 -2006 bh rE4st ivOw ,dodo City Day Telephone: Fax Number: State Zip Fuel Type: Electric ❑ Gas.... Other: Page 4 of 6 Date Application Accepted: 1 , , WI v Date Application Expires: 0 r 9' Staff Initials: � �, I PERMIT APPLICATION NOT Applicable to all permits in thi 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 AUTHORIZED AGENT: Signature: Print Name: Ack ditelsi1 Mailing Address: /676/6 •3 Pt VA Q: Applications\Forms- Applications On Line \3 -2006 - Permit Application.doc Revised: 9 -2006 bh icat ion Date: l Day Telephone: il,6" 9 Itizeb izar pill- ?8a 5 City State Zip Page 6 of 6 F Type: Qty Fixture Type: Qty Fixture Type: Qty Fixture Type: ' Qty Bathtub or combination bath /shower / Drinking fountain or water cooler (per head) Wash fountain Gas piping outlets Bidet Food -waste grinder, commercial Receptor, indirect waste Clothes washer, domestic / Floor drain Sinks 5,• Dental unit, cuspidor Shower, single head trap Urinals Dishwasher, domestic, with independent drain 1 Lavatory —' Water Closet Building sewer or trailer park sewer Rain water system – per drain (inside building) Water heater and /or vent ' Additional medical gas inlets /outlets –six or more Industrial waste pretreatment interceptor, including its trap and vent, except for kitchen type grease interceptors Repair or alteration of water piping and /or water treating equipment Repair or alteration of drainage or vent piping Medical gas piping system serving one to five inlets /outlets for specific gas i PLUMBING AND GAS, PIPING PERMIT INFORMATION -- ;206 -431- 3670 • PLUMBING AND GAS PIPING CONTI RACTOR INFORMATION Company Name: Mailing Address: Contact Person: E -Mail Address: Contractor Registration Number: Valuation of Plumbing work (contractor's bia price): $ Valuation of Gas Piping work (contractor's bid price): $ Scope of Work (please provide detailed information): Q:\Applications\Forms- Applications On Line\3 -2006 - Permit Application.doc Revised: 9 -2006 bh 4v Building Use (per Intl Building Code): Occupancy (per Int'l Building Code): Utility Purveyor: Water: Sewer: City Day Telephone: Fax Number: Expiration Date: Indicate type of plumbing fixtures and/or gas piping outlets being installed and the quantity below: State Zip Page 5 of 6 QUANTITY IN CUBIC YARDS RATE Up to 50 CY Free 51 -100 $23.50 101 -1,000 $37.00 1,001 — 10,000 $4925 10,0 100,000 $49.25 for 1sT 10,000, PLUS $24.50 for each additional 10,000 or fraction thereof. 100,001 — 200,000 $269.75 for 1 100,000, PLUS $13.25 for each additional 10,000 or fraction thereof. 200,001 or more $402.25 for 1 200,000, PLUS $7.25 for each additional 10,000 or fraction thereof. BULLETIN A2 TYPE C PERMIT FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION PW may adjust estimated fees PROJECT NAME L)(9' 1` Vtt" If you do not provide contractor bids or an engineer's estimate with your permit application, Public Works will review the cost estimates for reasonableness and may adjust estimates. 1. APPLICATION BASE FEE 2. Enter total construction cost for each improvement category: Mobilization Erosion prevention Water /Sewer /Surface Water Road/Parking/Access A. Total Improvements 3. Calculate improvement -based fees: B. 2.5% of first $100,000 of A. C. 2.0% of amount over $100,000, but less than $200,000 of A. D. 1.5% of amount over $200,000 of A. 4. TOTAL PLAN REVIEW FEE (B +C +D) 5. Enter total excavation volume cubic yards Enter total fill volume cubic yards Use the following table to estimate the grading plan review and permit fee. excavation and fill volumes. PERMIT # Poi —LIM GRADING Plan Review and Permit Fees TOTAL PLAN REVIEW AND APPROVAL FEE DUE WITH PERMIT APPLICATION (1 +4 +5) $ f± rr y RECEIVV,D e - The Plan Review and Approval fees cover TWO reviews: 1) the first review associated with the submission tfT iht OF ThRWILA application/plan and 2) a follow -up review associated with a correction letter. Each additional review, which isn� 2 2008 attributable to the Applicant's action or inaction shall be charged 25% of the Total Plan Review Fee. tt11 PERMIT CENT Approved 09.25.02 Last Revised Jan. 2008 $250 (1) $ (5) (4) 1 PDS 11 Parcel No.: 0179001436 Address: 12258 48 AV S TUKW Suite No: Applicant: NG RESIDENCE, LOT 1 Receipt No.: R10 -00097 Initials: User ID: Payee: WER 1655 ACCOUNT ITEM LIST: Description YONGCHUN 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 33,088.98 Authorization No. RECEIPT Payment Amount: $33,088.98 Account Code Current Pmts BONDS /DEPOSITS 000.239.100 4,500.00 BUILDING - RES 000.322.100 2,573.20 CASCADE WATER ALLIANCE 640.237.500 6,005.00 FIRE IMPACT FEES 90830402.5000.5304.XXXXX 922.00 PARK IMPACT FEES 90930101.5000.5301.XXXXX 1,426.00 PLAN CHECK - WATER METER 000.345.830 10.00 PW PERMIT /INSPECTION FEE 000.342.400 150.00 PW PLAN REVIEW 000.345.830 150.00 SEWER - ALLENTOWN /RYAN 402.379.004 10,189.20 STATE BUILDING SURCHARGE 640.237.114 4.50 TRAFFIC MITIGATION FEES 104.367.120 1,013.88 WATER - ALLENTOWN /RYAN 401.379.004 5,555.20 WATER CONNECTION 401.379.002 60.00 WATER INSPECTION FEE 401.342.400 15.00 WATER INSTALLATION (DEP) 401.245.100 490.00 WATER TURN -ON FEE 401.343.405 25.00 Total: $33,088.98 Permit Number: D08 -471 Status: APPROVED Applied Date: 10/21/2008 Issue Date: Payment Date: 01/22/2010 01:56 PM Balance: $0.00 PAYMENT RECEIVED doc: Receiot -06 Printed: 01 -22 -2010 RECEIPT NO: R08 -03574 Initials: JEM Payee: CHARLES R CAUSEY JR 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 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 Payment Date: 10/21/2008 User ID: 1165 Total Payment: 4,122.16 SET ID: S000001119 SET NAME: NG RESIDENCES TRANSACTION LIST: Type Method Description Amount Payment Check 7819 4,122.16 TOTAL: 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 Proje4t: f r, l�f !` � r ' L pe o , Insp 5itz • `SP Address: Date Called: Special Instructions: /r l ( Date Wanted: / (1 - J aa .m+ p.m. r ' 1 / Requester: Phone No: 40 1 ` r 5 8(0 CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. Approved per applicable codes. rr i d -prior to approval. COMMENTS: InspeiCCor: Date: El $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: 'L1, , =rs COMMENTS: ' e J4 ske&r�- OK... . i A) £ -t .x 1 /x - 0,0 I g , a y ( 4 e% CI) n t Iflej.00Y 0 CZT4 1 1 Date C ard: 4f r _ � e ir 1 . -. Din PI A'S k rA► t ?r. b .� Sc t Al 6, ,04 iL1A Jerk � 4-i reLZ t 3 A- ' ��r sea ' e .i4.14 e 4 Date Wanted: Project: ,UG / 's. 2,.�C t Type of Inspection: u.)J ( 5 'b r Address: C S Date C ard: 4f r _ Special Instructions: D el / rte (i i- �{ !e ( `t Date Wanted: ` a mm Requester: Phone ( 35 C' - ( (0 INSPECTION RECORD Retain a copy with permit INSPECTIO NO. PERM NO. CITY OF TUKWILA BUILDING DIVISION I ' 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 A pproved per applicable codes. Corrections required prior to approval. Inspector: Date: 7 1.0 ri $60.00 REINSPECTION,F'E REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: 'Date: Project: A/ ‘ 0c 5./ Type of Inspection: -.S 14 4 .2 / Address: /2 Y s Date Called: Special Instructions: . Date Wa ted: '� — 1 — 1 p.m. Requester: Phon B. C7 ..,..74),_ . sir INSPECTION RECORD Retain a copy with permit INSPECTION 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: Date: 8.00 REINSPECTIOIN FEE REQJBIRED. Prior o inspection. fee must be paid at 6300 Southcen Blvd.. /Suite 100. Call the schedule reinspection. Receipt No.: Date: Div Prot): / q ww `s Type of Insp4uj/ , C ` Address: �_ - SAC e �u� S Date Called: L Special Instructions: 1 o ~' �� Date Wanted• 2 . io p.m. Requester: Phone 4 4 0 ` 1 1 4 _- 58� • 3 INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 4- I) 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. COMMENTS: Inspector: INSPECTION RECORD Retain a copy with permit 0og71 n u() ' 0 RE! SPECTION FEE REQ IRED. Pr or to inspection, fee must be pa JRece,t . at 63 0 Southcenter Blvd., le 100. all to schedule reinspection. I N • Date: COMMENTS: Type of Inspection: ` t A 1.o1 Address: 12.2 -- -2 4614- S )./ 2 - Sb -- WV -,c at,/ S Aid -)--- '-4' /3 /4ee -- / ? / /A0‘/ Special Instructions: T Date Wanted: . ' 7 - 26 - i V ..577/ )c ' - _ST 4 4 P 5 ,t/b`l , V.-siy 74 ��vF. 3. s7/1 J" f - - A Aid r -7' ' t d nel R/t",lx. Project: AI G Z- s,r%-aoto Type of Inspection: ` t A 1.o1 Address: 12.2 -- -2 4614- S Date Called: Special Instructions: T Date Wanted: . ' 7 - 26 - i V w a.m.- p.m. Requester: Phone _qi4 - S 4 nspector INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 bog -4r11 PERMIT N� (206)431- 670 Approved per applicable codes. Date: ,4.440.7 z. .� 3- z‘- /d REINSPECTION E REQU,4RED. Prior to inspection, fee must be at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: EI ,C . zrrections required prior to approval. Project: , Type of nspection: Address: 122.5' ; -I ,Aq,e Date Called: Special Instructions: / > f ' ` 1 Date Wanted: ) ' 2� -a, / v p.m. Requester: Phone No: -- "1 bi 5 5 Y - 1 COMMENTS: CJ r ) r / - - :%a •.v -1 /' - L s s •7/, /e i ,-?.,� ; ., , -D %d ,0"'" P1 -, 0 ' r Inspect r: 1 c.c, Date: 3 -. 21— /D INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 1' /J 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. 1 E 0.00 REINSPECTI0j1 FEE REQUIRED. Prior to inspection, fee must be Id at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: !Date: P77t: 16 Type of Inspec ' AlthIA 5 g Date Called / D Special Instructions: Date Want: / 0 a. .. . Requester: et G Pho ^ g T / ! —5Sgifr l�O&— •7l 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: awn`�poi - k. .S iU f (ed (er' ca t o i �,„," p f c +r _ 0, -k ac.K f (. V Inspector: 1125 Date: 3( HO ❑ $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: REVIEWED FOR • CODE COMPLIANCE APPROVED MAY 2 9 2009 City of Tukwila BUILDING DIVISION M arc h 1 9, 2009 File No. 09- 013.200 Mr. Raymond Ng P.O. Box 4084 Redmond, WA 98057 Subject: Infiltration Evaluation 12258 -48` Avenue South Tukwila, Washington King County Parcel No. 0179001435 SITE AND PROJECT DESCRIPTION We understand it is planned to construct a single - family residence at the approximately 7,000 square - foot lot located on the east side of 48 Avenue South approximately 70 feet north 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, south, and east by single - family residence lots, and to the west by 48 Avenue South. DP•onrinN Id" CORRECTO0N 1°' bo S 1 n1 FILE COPY I C O R P O A T E 0 Geotechnical & 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 for this project. In general, Comment #01 from the City's memo requests that a geotechnical engineer assess subsurface conditions at the site (12258 -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 two hand borings at the site, and developed the conclusions and recommendations presented in this letter. Plate 1: Partial site view facing southeast from 48 Avenue South. RECEIVED APR 16 2009 TUKWILA PUBLIC WORKS I A Minor Avenue East Seattle. WA 92+102 Tel I. 2u6l 26 2.4)370 U3 70 ItettiVED APR 1 4 2009 PEHMIT CENTEF VW," IS Mr. Raymond N 1225848 Avenue South, Tukwila, WA March 19, 2009 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 2 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 February 19, 2009, two hand borings (HB -1 and HB -2) were excavated at the site. The approximate locations of the hand borings are indicated on Figure 2. Hand borings HB -1 and HB -2 were excavated to 8 and 714 feet below grade, respectively. The hand borings were excavated using hand tools and 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. SITE GEOLOGY AND SUBSURFACE CONDITIONS At each of our hand boring locations we encountered loose sediment that we interpret to be alluvium associated with the nearby Green River. The following is a description of the subsurface conditions 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, silt, sandy silt, and fine sand. Groundwater was encountered at 7 feet and 61/2 feet below grade in hand borings 11B -1 and HB- 2, respectively, at the time of our subsurface exploration. A relatively distinct iron oxide stainined layer was encountered at 5 feet below grade in hand boring HB -I and at 6 feet below grade in HB -2. An increase in soil moisture with depth was noted below the iron -oxide stained/mottled layer. We interpret the iron oxide stained 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- 013.200 Ng Infiltration, Tukwila 2 •PanGEO, Inc. 0 f 411 � Sg { • Mr. Raymond Ng 1225848' Avenue South, Tukwila, WA March 19, 2009 INFILTRATION EVALUATION 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, the soils expected to be encountered near the base of the infiltration trench would have a high fines content. Lenses of low - permeability silt that would impede infiltration were encountered within the infiltration zone. Infiltration in the underlying relatively clean sand encountered 5 feet below grade at hand boring HB -1 and 41/4 feet below grade at HB -2 is not feasible because we estimate that there is less than 3 feet of permeable soil above the seasonal high groundwater table elevation. Based on the soils encountered at our hand boring locations, it is our opinion that infiltration of stormwater 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 5 to 6 feet below the existing site grade. 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- 013.200 Ng Infiltration, Tukwila CONCLUSIONS AND RECOMMENDATIONS 3 PanGEO, Inc. Mr. Raymond Ng 1225848' Avenue South, Tukwila, WA March 19, 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- 013.200 Ng Infiltration, Tukwila 4 PanGEO, Inc. Mr. Raymond Ng 1225848' Avenue South, Tukwila, WA March 19, 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 ,4 rz__ Steven T. Swenson, L.G. Siew L. Tan, P.E. Senior Staff Geologist Principal Geotechnical Engineer Enclosures: Figure 1 Vicinity Map Figure 2 Site and Exploration Plan Appendix A Summary Hand Boring Logs Hand Boring Logs (HB -1 and HB -2) 09- 013.200 Ng Infiltration, Tukwila 5 PanGEO, Inc. Approx. Scale: 1" = 1 /2 mile I B CORP O A AT VD Infiltration Evaluation 12258 -48th Avenue South Tukwila, Washington VICINITY MAP Project No. 09 - 013.200 !Figure No. 1 Mr. Raymond Ng 12258 -48 Avenue South, Tukwila, WA March 19, 2009 APPENDIX A SUMMARY HAND BORING LOGS 09- 013.200 Ng Infiltration, Tukwila PanGEO, Inc. 09-013.2C0_Flyi_S0 Ptan.0lt 3/1959 915 Approx. Scale 1 " =20' 2O'-0' .15 =4' 91'lJ 96' -9': ■ ,- M91'6WArea ER 55 1 b000 - T tp : N N '8 HB -1" 2 i 4. . - . .v ! : ;� 4 v. 9. #, • d 1 i — r ' t GONG I ' I, ,c DRNF.IIA t! n E III 1 5EVVER MANHOLE - Legend: Note: Plot plan provied by project architect. ® Approx. Hand Boring Location PanGE 1 41 I n c one 05 A T C D Infiltration Evaluation 12258.48th Avenue South Tukwila, Washington HB -2 RufT ••• if R.W L_ _, L . 6 869E 589' 1 - t'24 E 100.00' — l SITE AND EXPLORATION PLAN Project No. yure No. 09-013.200 2 Hand Boring HB -3 Location: Near east property line Approximate ground surface elevation: 102 feet* Surface Condition: Gravel Depth (ft) USCS Material Description USDA Soil Classification 0 — 1 % 11/2 - 2 2 — 31/4 3' /a - 51/2 Loose, dark brown, silty fine sand, moist (SM) (Alluvium) Loose, black, fine SAND, moist (SP) Loose, dark brown, silty fine SAND. moist (SM) -Grab Sample at 21': 45.7% fines Soft, brown. sandy SILT, moist to wet (ML) -Thin SILT lens ^'4 (ML) - Becomes wet and mottled —5' Loamy fine sand Fine Sand Very fine sandy loam Silt loam Hand boring terminated approximately 51/2 feet below ground surface. Groundwater encountered at 5 feet during excavation. *Ground surface elevation visually estimated using a base elevation of 100 feet at the intersection of 48 Ave. S. & S. 124 St. Date Hand Borings Excavated: January 15, 2009 Hand Borings Logged by: STS 09 -013 Ng Infiltraiton Tukwila.doc PanGEO, Inc. Thomas E. Hammond, P.E., Inc. 13727 NE 74 Street Redmond, WA 98052 -4037 TABLE OF CONTENTS Job #07013.00 Tukwila I Residence 12258 — 48 Avenue South Tukwila, WA 98118 June 12, 2007 Subiect 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, sheanNall on Grid C Perforated shearwall at Grid C Modified APA Garage portal shearwall at Grid D WoodWorks calc for GLB at garage entry North elevation, shearwall at Grid 1 South elevation, shearwall at Grid 3 Shearwall Schedule Check Diaphragms Wood Works 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 WoodWorks caic for GLB across garage WoodWorks calc for PSL alternative beam across garage Load diagram for beam under Dining WoodWorks calc for beam under Dining WoodWorks calc for typical floor joists Wood Works calc for crawl space beams E -mail memo w/ crawl space footings & stemwall reinforcing Wood Works caic 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 Ph.425/882 -2265; fax 425/869 -9419 FILE COPY 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. '� 4.4 REVIEWED FOR 5.6 COMPLIANCE 5k 51.2 APPROVED g. 3 MAY 2 9 2009 d 0 6.1 City of Tukwila 9 7.T�y DIVISION 7.2 7.3 8.0 8.1 8.2 RECEIVED CITY OF TIJK MLA OCT 212008 PERMIT CENTER Free Geocoding, latitude and longitude for any address Page 1 of 2 • re, ervice, Otis action omlo m o UKlre, I Web Services System Management Geographic Systems Database Products ajmZip Manager ajmZip Manager Tools TIGER/Line Census 2000 Demographics Geocoding Pricing Support Resources Customer Login eStore Feedback Search: I Search I Breaking News... a Geogr Free Location GeoCoding Enter a location and well provide a latitude and longii 1r Enter any combination of fields below. We will find the correct latitude and longitude. Please restrict addresses to US No Frills 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. Address: City: State: Zip Code: 98118 Submit More Stuff!!! Our geocoding demographic software is now available. The demographic software provides comprehensive demograph• well as geocoding data. Try it out and let us know what yoi 12258 -48th ave south Tukwila WA c\so Desktop ( lot your V Please note that all geographic coordinates are approximat out our new, free geocoding software for your MS Windows ajmCzeocQcIe . PE. 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 TIGER /Line 2Q06 Secandf ition 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 al inconvenience. Copyright ©2004 -2005 ajm Software, LLC. All Rights Reserved. Mail:ajm Software, PO Box 6401, Plymouth, MI 48170 -8401, USE E- Contact: support@ajmsoft.com; Sales - sales@ajmsoft.com tel 927 -0083 Privacy I Contact Us I Ske_MaP I Terms of Use I Copyright © 200. http: / /www.ajmsoft.com /ac /geocode.php 5/24/2007 4)02 Lat/Lon Lookup Output! „,„„ u Gs si ience for a changing world Page 1of1 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 "ThK;W(LA 126- d70 `3, 00 5 / - rat -4 ( N ' VJ c T ( ) x 10�s N7 1�,1 LS' '1\40 x 5r4 C t2 51 x4-3 ° 4-C(6) ( s� 2/,/ 1 ( (o)] Q\( *pus' x t81] x to fs Lc r— ; C24- x 1 x 15p 2v2 R 00 1 - 2AAl �g - �ri3�� c "0,527 SbG =t Si ) 53 Fe„ = -2- 0)0 0 - ":1, 11 - _ ,0317 l,2 S (,2 (i , to 2.1 I)11t� ()SD W V, v = f2- V - " o 0 -Z 0 1 5 ) = t4,4 - I�d- -10,st x t2- 30, 5ss d 6 1 Z4- -w E., ©, 1zcc d ; , tL1. l 5 v- 3 ■4 �"v: lb17- 1-3115 = 4-132 '• v - 2055 0 10 17 4 -3115 =4132- THOMAS E. HAMMOND, P.E. 13727 N. E. 74th Street Redmond, WA 98052 -4037 Z (0721210 -# 6,23 l .0 4 t, 4,01" t i l t (,13/ , l000 Itp = 20 qgs' 30 S55 2 �Z �v X23 0 ( o ) 3o v v +c)3 */1 �' 1v 31(5 4132 30(r) 30, [3'i tt/, G3 24,0 as' /, 'G '..V = 1 c51 / 4-3115 =4-132 ct,h 451 (, 31,o lto */, 16,c Ict s 35,0 IIB f, 22,o 6 13 • (r 31 ,o 7 /419 39(924. - w is M x I0 (3 /0.;2, r -f W (ND tA. Ls-f sl s P - -7 -cDG X —I. ;s oC -2.242° lS,c�x \ 2.0,3 g = 0,39 k 1,35= 0,5 C (o,s.e (,3S 14,2 = 35 ok3 G ).< 1. -2 ,c _ &9 -L:--7( x 1.3S ,�- - 1¢-1' •c 1,35= - So, du- -12,1 x Gam — 16,3 toio..1D THOMAS E. HAMMOND, P.E. 13727 N. E. 74th Street Redmond, WA 98052 -4037 8owtp1.4 cXPasU\e C , 2C h = 22, ( e �72a o(efev Hal' -Qs-y Nis Wtod O,4, =45.2 6:1,c4 'i SS N13 t4JIN) ® = (1 O 10,4 ( (7- -is)0 - 1( (02, (0 ) 40 0 10 3cx`t d . C:) 46 4, cos' "4— a, 2a 0(04 - x 44. ,S = A 1 ,� ge4-2) 0,- = - / - 1T, i B = e q 3 ,3) ` 0,5 = 51 =4 ,1(1,42 14 €2) _ ( 4'(1 7 -, v = 451 (15,2) (ID eGS) - 452 83 < 1o, c 6Se'. g O∎ZcC -5 THOMAS E. HAMMOND, P.E. 13727 N. E. 74th Street Redmond, WA 98052 -4037 F _. brit : - Z 0 I w J w E- w Tuv_AA.Tn LA Z- 5 121 /c 7 - -� -- 4s 4 2 . 4,q2 2.S • ; 1-5 ,1 7 . b.5 'to3 = In I CS22I bS iv r-1 S t 3 15 'tO3- 121 14 -tod (' /2 THOMAS E. HAMMOND, P.E. 13727 N. E. 74th Street Redmond, WA 98052 -4037 W 20 w G `CS 22')( of �4 -I (EE) C- AY= = 1a3, 4 ag 0 At Ol 9.,2 (( �3� 6,7c `3 3tt5 C (3 � 4 32 C 3135 31 � l U«\/JI J .A �`+ :EP -, °" r . ( THOMAS E. HAMMOND, P.E. 13727 N. E. 74th Street Redmond, WA 98052-4037 L f JtL.A . 6 c)( SAt /07 41'76 8,2‘cl-cedvulpfis 1' 44z I • rs_ mtvx ococ- " A_=49).7. asc) 1 2. (55" • Liko 54% .7- tsii_c6 t,s361( - 0,5 SiS 315" 2,5 5 35 op 3,75 • I5S • 4.54- Lo J zier27 THOMAS E. HAMMOND, RE. 13727 N. E. 74th Street Redmond, WA 98052-4037 P492. - sl‘ ‘="lt-c; I 4— toe( Orfg --•- 3$%1 F l 214* 159' 15 - fr "661 z3e 3 e5o - r ,o 44-2, 4i• C522: (L441%. 1 c_c2_2.`)< -o lAxi* 4 - 10 4 02 G D -0 o,sc. 5' S • -* 117 i4 -10a 1 I 66--t Ri7 4 4 S3 1 -4 " 4-1 c-r =-- -41-1+p4 c,,tE,cD Form No. TT -too Figure 3. Recommended construction details for APA portal frame bracing design with hold -downs (For use details see Table 2) MAX. HEIGHT 10' DOUBLE PORTAL FRAME (TWO BRACED WALL PANELS) • .(1 c 4-- 1. • FASTEN TOP PLATE TO HEADER WITH TWO ROWS OF 180 SINKER NAILSAT S O.C. TYP. 2 P OPPOSITE SHEATHING FASTEN SHEATHING TO HEADER YAM 80 COMMON GALVANIZED BOX NAILS IN r GRID PATTERN AS r O.C. IN ALL FRAMING (STUDS. BLOCKING. AND ZQII MIN. (2) bi,t, • ERONT ELEVATloj APA -the Engineered Wood Association FOR A PANEL SPLICE (IF NEEDED), PANEL EDGES SHALL BE BLOCKED, AND OCCUR WITHw 24 OF MID - HE2GHT. ONE ROW OF TYP. SHEATHING.TO- FRAMING NAILING IS REQUIRED. IF 249BLocIaNG Is USED. THE 2X 4S MUST BE NAILED TOGETHER WITH 3180 SINKERS MEN. 77ZY318 PLATE WASHER EXTENT OF HEADER ONE s - DUL ANCHOR BOLT WRM 7- MIN. EMBER. -f • SHEATHING FILLER IF NEEDED 160 SINKERS 2 ROWS e r o.c. FOUNDATION PER CODE rONNS Hewn SIIN (NEMER LSTA24) INN. FRAMING TYP. SECTION A-A ,E ELEVATTQN Page 8 of 8 C j ci O (n o_ z rn v Or) _p ° ▪ v GO • MI m Dead Live Uplift 440 740 1085 Magnitude Start End 461 676 461 676 Loadl Load2 740 1085 _, 440 Total Bearing: 1825 1137 1137 1825 Load Comb #0 #2 #2 #2 #2 #0 Length 0.00 0.50* 0.50* 0.50* 0.50* 0.00 Cb 0.00 1.75 1.75 1.75 1.75 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® SOFIWARE FOR WOOD 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 ( Ibs, psf, or ptf Design Check Calculation Sheet Sizer 7.0 MAXIMUM REACTIONS (Ibs) and BEARING LENGTHS (in) : 2' 11' 13' A Glulam -Bal., West Species, 24F -1.7E WS, 5- 112x9 -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 Ervin' 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. Glulam 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). NORTH ELEVATION SCALE: 1/4'.1' -0' SOUTH ELEVATION SCALE: 1/4 to•S` \/\'3 d 0/2 'C.g {¢x /07 lo-�- ( CD-L CL O 0 N az D m > CO • 5 oC CO -4 rm Label Sheathing 2i� Nat[ . s Spacing i ti li RIM .low or blocs to plate PIM 2 x S n Pro Nang To Wood OM W6 �5I 32° COX 0, t31'k2 , 5` 6) "oc 2 'k ;5 (o`oc 5 /6lb @,4$''0.e, 2x 2t W4 i GD x do 4'0,� a - x 'A e l6" o,e • d d @ 41b �, ea, �� e 3e- 2 X 3 l, W3 W2 a 2W4 i t C.C>X ---- 6 ;1,6'e-dc`be e 3x I 35 `a S`b. do 2"be 5 2:4 a 16"c•e • 3x Z1.- 2W3 Pr 2W2 PI Required Notes [11 Install panels either horfaotly [21 Where sheer is appted on [31Blocking is required at ail panel or vertically —' both sides of well. panel edge Joints shall be staggered so that Joints on the ode sides are not located on the same studs. edges Hl Provide shear wail sheathing and miring for the entire length of the wads indicated on the plans. Ends of full height walls are designated by exterior of the burng, coulees, **edam, or doorways or as designated on plans. See plans for holdown requirement. (Alternate note: wads designated as perforated ehearwals require sheathing above and below a>! openings) • . is at all hoidova also bs to each stud used in holdown Refer to the holdown (3 intermediate *amine to be with 2x minimum members. Field railing 17 O.C. [71 Based on 0. 131 x 1 -1/2° long nails used to attach framiN clips directly to framing. Use 0 .131 x 2-1/2" nails where installed over sheathing ing [81 Fig dips A 35 or L IPS or approved eadyaleltt . Where attachment of nails • double [101 (in earthquake zones D,E&F) Anchor bolts shad be provided with steel [11) Pressure treated material can cause eomessive corrosion in the fasteners. connector (framing angles, etc.) for all connectors in contact withpressure dm or • plate washers 31169Q' x2"". Embed anchor Wits 7° minimum into the concrete. Provide hot - dipped galvanized ( tang is not acceptable) nails and treated framing members. . Alternate Notes 1 7/ 18° APA rated OSB be used in 4t 15132" thatalistudsere at 18 Where e wood b ' over oaMsd the of record for alternate [141 Al adjoining panel edges, (2) 2x studs nailed together may be used in place of a single 3x stud. Double 2x studs may be connected together by either. (a) nai#ng the studs together with 3' brig r_ of Bosoms and+8arrtet_ as the plebe nai6rte [151 Contact the engineer of record for adhesive or extrana on bolt alternatives to cast- in-oiace anchor bolts. (soeda l insaedtion may be reamed) Framing Council Proposed Shear Wail Schedule Standard Revision 7 - 3/3/2004 ear Wall Schedule 3/18/2004 8 C 31-) 7 b w� u, Tf '1 o G • foRC &Y STAN OPC(.)1PS '. rT �C- pR - i o () Z2 /V\ nC2S THOMAS E. HAMMOND, P.E. 13727 N. E. 74th Street Redmond, WA 98052 -4037 Tt� k_ w t LA T 6 c) t 2 ,, (°?c) [ TCf-+ 1Z C - �cb(Z S rorz.1ttL , &M00 l 1 , V J �-) 6 -M , tn1 G f fV L t S 2X 4 re,Arls (1•1C- it■Acr T2 *— t L 4- LV- p(A•c?H`l2P '. F 6..2 3v 4 - rZ c�o1 = d- . t5x i ..:? CSC 5 5 " C,D)c crr 05?› bbd (Ammo Nd,(o " e.e.UrvR1..6e.k 9 � f , 7 623a (43 3 l _ '10 �o --� `� - 1,G d c�AA nn 01.1s - l o q I a� wr Ivl.sM ta. zs vrrErz Levc_ L 43.0 u ) G? . 4.0'7 p t- 4 f6,, 6LUED /1.lA e)'d tqs', =C 407c, (31� 7 _ .; tT 3-(c, d cc)MfAe,I.%5 1 c f M c.=M T-2 S 7 �b .. ~�� C Tnc,1 is Mt= Ar_ t3 r c s tZC� .r-'c22cG_tc n�� wN CSZZ' '7=,P 3vTTo,u OF 14 - lo d ki,kt C' /z t at.) 4° C _ �0 �43� ' �OCo " CS lb� 7 OK ? -C.. �$ ) - (4t1 - >'cs I6' =44-4- c S 2 2' 1314 - a CSl`?a (L. �- Zo 1! Oct 4 15.5 DooIZ W � ttv t:1.4 Dead Live Total Bearing: Load Comb Length *6Ain k inne.M. 300 607 907 ,v 227 413 641 #2 0.50* s... �...�M :� n" s.._ ........:_- -• •- --r- #2 _ 0.50* Load Type Distribution Magnitude Start End Location [ft] Start End Units Loadl Dead Full Area 15.00 (12.0)* Bending(+) 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 fv = 32 FV 180 fv /Fv' = 0.18 Bending(+) fb = 518 Fb' = 1138 fb /Fb' = 0.45 Live Defl'n 0.14 = <L/999 0.52 = L/360 0.26 Total Defl'n 0.24 = L/779 0.77 = L/240 0.31 WoodWo r ks® SOFT WARE FOR 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 C�-1 2) Tukwila I, #07013.00 \ . Stair trimmer w/ seismic412.vt e o - Beam1 LOADS (Ibs, psf, or pH ) Design Check Calculation Sheet Sizer 7.0 MAXIMUM REACTIONS (Ibs) and BEARING LENGTHS (in) : b' Lumber -soft, D.Fir -L, No.2, 4x12" orz 2 - 12 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 Emin' 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. i3i¢ _ c i - >c: X5`7 P.5 c: 113 0 K< • ��S` /a? �� k THOMAS E. HAMMOND, R.E. 13727 N. E. 74th Street Redmond, WA 98052 -4037 1 s -4 C o 0- r , . LU l b ..,1 0 -. ;13, i;-) IVIOi Q 0 0 U 0 'U210(TYP) 'U210-2' . . •. I/ 1 I. ' 11 • . •. • il 11 1. I' 11 1 11 :i 11 11 11 : :1 I! I! !I • 1i I; 1. 1 11 1 1: 11 oi • .1 1 1 1, 1 11. r I 1 I. '1 11 11 L.) 1: e is li i ii ,,-- - - - - -- ,-, :_-=_.-- - - - - - - - - -, i,-,-..-_-_, ; :--- — --I --- 1— — -- 1' - 1 ., o' () I i I .. i! .1 I I , i i 11 ii l k I I 1H W ;12 1: I '--fIT::+---± ■ 1 Alii 11 1 i I [ 1 ,. 11 lbe4cM 11 '6§ 4'-0" w1118 - (1/2 E.E.): 4g it . .i 1 I. ril i P: '1 li I t i ----- 1. i; 1 t ii i il I rt ll :I I 11 0 fr; X 1 1 SUBFL NAILING: 3/4" T & G CDX PLYWD GLUDED & NAILED w/ 8d @ 6" O.C. @ SUPPORT EDGES 8d @ 12" O.C. @ INTERIOR SUPPORTS • .1 - 1 f tY THOMAS E. HAMMOND, P.E. 13727 N. E. 74th Street Rtsmond, WA -4037 V.4' i' 1 , ..":•• - 1...: ' L_, I `, .. .•: I I ! >. - .-. ; . 1; . • t . . ..1 i / .- • ' ? i : \ -./ . .. r , . •. 4/ . ,'" -' . I •• .! . • ; . I $ . . • / • • . ■...-.....t.....=,,,.. , ,..... si ' I i ... • v • •• • • • " :1 MN. 3irChtERHF.A&L • TIOHT FrryING 0 T43%0" P.E. TRUSSES 24" O.C. • . . .• - . . • I 1 1:. I • $ 1 . • • ...v.v. .... ...,..i _ . . . . , - •-•°- -71.7 - F- - -- , . _fi - ••:- - • -•.-- ..: --. -•" . -- -- ' . ', ,..,....._ i i t • , : „_____ . „ 1 . .. .; , , I. ,. : . . i • 1 24%.0” 2x6 RAFTERS @24' O.C. FRAMING 1%4' 1 t Se 1 4 A N • ....••■•••■■•■ ••• -/••• ■■•■••■ "•••■ • • ••,•••■ ,••■•••■•••■■••■ ■}f • • t USE 9-1G4commotql Tor 4. cafl-kc est - rws L. I NG 1*-4" "T> SP-1-LCAFS: 0905-16d ComMoct 200 RAFTERS Cp 24' C.C. TO <\ J k LA 1 4- 07b l 5 /24) /or —r ;►-1. L = 2'3 tj = " f , 7 L =2av li 5 ( -+ic/i Load Co-�t,h $2, C74 ; 4q2 -4- Zs() = T7Z / 3 D +S 4 2 + -513= Ibds , 4- ¢ L + Z.5 : 4s12_ +- 210-t-3 $3s =10a �--- 6 ) wS. I e (2.-r 44-4th) O R . 5 x t2 /r3 t79"L C3q,1 (% THOMAS E. HAMMOND, P.E. 13727 N. E. 74th Street Redmond, WA 98052 -4037 245. STUDS IF O.C. 1&2COXOROSS VAPOR BARRIER 314 TEG PLYWO SHEATHING (GLUE & NAIL) TYP) R-21 INSUL. MFG TRUSS COMPOSITION ROOFING fg 24" 0.C. a' 150 FELT 5/811NBLOCKD COX OR OSB SHEATHING w/ecl @ 6' O.C. , 12 INTERM. SECTION 'A' SCALE: 1/4-:-.1'.0. , 12 • 1..1Z L=-7 Lc:WS LL N(40 2.8 RpL- t. t-pa. 518 TYP TOWS ALL WALLS & CL'G IN GARAGE (.3 'LB „ - `(4 )c 23 L R-38 INSUL. INSULATION BAFFLE PROVIDE 1-1/7 MIN. CLEAR VENTED AIR SPACE OVER INSULATION wkt( OL 4us57L: [cK 3 ce- 52 -/( SA_ 7- 3t seshei, 1..bo SL 4-2S -t- 3 g Dead 6106 _u-J• 6106 Live 6991 Loadl 6991 Total Bearing: 13097 13097 Load Comb #2 Full UDL #2 Length 3.88 .75S 3.88 Load Type Distribution Magnitude Start End Location [ft] Start End Units Loadl Dead Full UDL 492.0 plf .75L Live Full UDL 210.0 plf .75S Live Full UDL 385.0 plf 4 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 ( lbs, psf, or plf ) Design Check Calculation Sheet Sizer 7.0 MAXIMUM REACTIONS (lbs) and BEARING LENGTHS (in) : 1 Glulam -Bal., West Species, 24F -1.7E WS, 6- 3/4x21" Self- weight of 27.64 plf included in loads; Lateral support: top= at supports, bottom= at supports; Analysis vs. Allowable Stress (psi) and Deflection (in) using NOS 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 s Fvl 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. 0 0 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). 1 /\ W00 d Works® - ' SOFIWARF FOR WOOD DAIGN COMPANY Thomas E. Hammond, P.E., Inc. 13727 NE 74th Street Redmond, WA 98052 425/882 -2265 May 29, 2007 21:04 PROJECT Tukwila I, #07013.00 2nd Floor beam across Garage Beam1 Design Check Calculation Sheet Sizer 7.0 LOADS ( Ibs, psi, or plf) : Load Type Distribution Magnitude Start End Location [ft] Start End Units Load1 .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) : ^ .. _ - , , � A-, r^. x= x= a= xt= aC ' e' 1{L a= a= .- >,i.... RC . .Y - . ii= 76d7h=;kst=W 711:.-7`.. -21= . '71C -'.J -- ^ �3(=: .:.W .41L'?.7YF Aiex.F 7=.• C' • 7..'�... 71�.`. AC' 71 1 � 7d ,1 0 ' 23'-6 Dead Live Total Bearing: Load Comb Length 6241 6991 13232 6241 6991 13232 #2 3.36 #2 3.36 PSL, 2.1E, 3100Fb, 5- 114x23 -718" Self- weight of 39.17 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 = 132 fb = 1870 0.33 = L/863 0.76 = L/369 Fv 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. 3 W 'T"ukw l L-/k a 13 , cx) (.3 i -1 2 t3M tto D? NNG 151 t (2 =: = 4-5(17// 5 U 5'Z X cek GL 3. w 2¢ F THOMAS E. HAMMOND, P.E. 13727 N. E. 74th Street Redmond, WA 98052-4037 L s0 S2,5 r . e : I I Woo dWo r k s "• 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 to 2nd floor bm at dining Beamt Design Check Calculation Sheet Sizer 7.0 LOADS ( lbs, psf, or plf) : 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) • u 1 �t3(o12 A ..PCGGlo SD9� . . • 1 I. 10'x'1 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- 112x9 -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 : 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). . ' WHO d Wo r k s® SOFTWARE FOR W000 DESIGN COMPANY Thomas E. Hammond, P.E., Inc. 13727 NE 74th Street Redmond, WA 98052 425/882 -2265 June 2, 2007 23:30 PROJECT .1 I Tukwila I, #07013.00 B ypical floor joist m1 Design Check Calculation Sheet Sizer 7.0 LOADS ( Ibs, psf, or plf) : 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) : 15'-6 Dead Live Total Bearing: Load Comb Length 186 413 599 186 413 599 #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 (psi) and Deflection (in) using NOS 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. • � d t�1 tetra. c c = t,t \, & kt,25 a B7 r s�. 6 qis rsc. <1035ate Dead 1848 Design 1848 Live 4340 Location [ft] Start End 4340 Total Bearing: 6188 fv /Fv' = 0.63 6188 Load Comb #2 233.0 #2 Length 1.80 flr 1.80 Load Analysis Value Design Type Distribution Magnitude Start End Location [ft] Start End Units upper flr fv /Fv' = 0.63 Dead Full UDL 233.0 1340 plf upper flr LL Live Full UDL 620.0 plf lower flr LL Live Full UDL 620.0 plf lower flr DL Dead Full UDL 233.0 plf wall DL Dead Full UDL 47.0 plf Criterion Analysis Value Design Value Analysis /Design Shear fv = 107 Fv 170 fv /Fv' = 0.63 Bending( +) fb = 1072 Fb' = 1340 fb /Fb' = 0.80 Live Defl'n 0.06 = <L/999 0.23 = L/360 0.26 Total Defl'n 0.10 = L/853 0.35 = L/240 0.28 • ti .f WoodWo r ks® SOFTWARE 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 LOADS (Ibs, psf, or pit ) Design Check Calculation Sheet Sizer 7.0 MAXIMUM REACTIONS (lbs) and BEARING LENGTHS (in) : 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 : 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. a 115' 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/ 2-#4 continuous at the top of the wall. The footers to be 8 "x16" w/ 2-#4 contiuous. That's it for the footings. Tom 6/4/2007 6186 eoy a pOel ?r ,r,4 4 - 5 IN_ I Scf._ 15 li'/1 L LL l5y` 2; b L S SG u ( . � 175'; Page 1of1 12 Unlsutored: oe`a 950 71na119ie /Design fr /tv' • C.33 rb /31:' - C.96 0.30 0.39 �$' Or.t.e.c ra: toted: 1364 .odd- :.oad2 1366 2214 1214 Toted Besz_rg; 02 to .. a +n � . O .i Load Comm Length 0.64 Cb 1.0) Cri=e: ion .L.na yyel3 7a1.e 10esign value 71na119ie /Design fr /tv' • C.33 rb /31:' - C.96 0.30 0.39 Shear Sending( +r 1.:'..a Ooil'n j'utal Defl'n eV = 65 ; irv' - .95 Ch - 927 Ells' - 962 x:.06 0 41999 I 0.21 ■ L/360 0...9 O L;616 ! 0.32 ■ L /240 :+ oad Type dead Snow osatribotion Fu.) VOL e*i_1 ODL Pat- Location :f c) Start End Megni =ude Ocit Star: Rod! 1 255.t 425.0 A lf j .odd- :.oad2 May 02 OS. 03 • 4 LOADS: MAXIMUM REACTIONS (Ms) end BEARING LENGTHS (hi) : a' RECEIVE!) , 1 0.. s CO= ��: :tTY MVELCaklaNT Thomas E. Hammond. P.t.. Woodworks' IO W.ieF "voo OM4td COMPANY PROJECT Thomas E. Hammond, P.E.. Inc. 07013 TuMw(a I 13727 NE 1741h Strewt Window header - MOP ReOmcrm, WA 900524037 j 8eernl phone: a29IB82.22e5 May 2, 2008 15:21 I Design Check Calculation Sheet Slyer 8.1 Timber - soft, DPW-L, No.2, 6tte" segweght of 9.8 tilt Included Ill Toads; Lateral support: tops at aupporta. Dodom= al supporta; Analysis vs_ Allowable Stress (psi) and Deflection (In) usima Nob 200a : ADDITIONAL DATA: irk :e$: lrts CO C)1 Cc CL Cr CCu Ct Cert Cl. Co t.::lI rv' 17) 1.15 1.0C 1.00 - - - - 1.00 1.00 1_i+3 2 rho'• 15; 1.15 1.00 ;.CO L.000 1.000 1.0C 1.00 1.00 1.00 - 2 rop' 623 - 1.40 1.00 - - - - 1.00 1.00 - - E. 1.3 million 1.90 1 .00 - - - 1.00 ..00 - 2 emirs' C.00 million 1.00 1.00 - 3.00 1.07 - 1 Shear : i,C 1" - D's, c - 2219, V design = 1769 1bs sendi- :.0 12 = 0 +S, d = 3554 1b: -ft Oe(lec:.iun: LC 12 - i:'-S (live; LC f2 - 0 +3 (total) St 251606 lb -tu: Total Dee.ertlon - 1.5(11Deed Load Deflection) • Live load 1:ellac :ion. :•dead :diva S•snow to.wind I0impact Lt =roof live Lo•concentsated Ali :d:'a are listed in the Analysis Output Dad combinations: ICC -IBC DESIGN NOTES: I. Please verify that the defaut deflection brats are appropriate for your 80050a0on. 2. Sewn lumber bending members shalt be laterally suocorted according to the proviaiann of NOS Cleu 4 6.40`004-4'4 I u I r rtlEPP $ 0' JUN .,,'- :rnfactered: te yp Distribution Pat- petaro Demo 794 Unit 794 dtber 1860 fvlFv' r 0.45 1860 Factored: pit pl: Pb' a 1200 2654 Live De #1'n 2654 Total 8earim): 12 0.29 e2 Load Corr.b Lengtr, 0.77 L/240 0.77 Cb 1.00 i 1.00 I1"'"ao te yp Distribution Pat- petaro Location (ft) Start Bra .lam .tune s :pxt a Unit i:.caoi IT.oaa2 Dead �iLive Nvl1 UAL Evil UD]. fvlFv' r 0.45 1?er✓aingl +) 255.0 620.0 pit pl: criterion ;Analysis Value Design Va'ue Analysie /Deai9n , Shea. Pc • 76 Lrv' - 170 fvlFv' r 0.45 1?er✓aingl +) It a 027 Pb' a 1200 tb /Fb' - 0.71 Live De #1'n 0,06 • <L/999 0.20 = L/360 0.29 Total oefi'n 0.10 = L/750 0.30. L/240 0.32 Oay 02 09 03:47p Thomas E. Hammond, P.E., • Y ► LOADS: WoodWork? eoawar wa r000 or. IC$ Design Check Calculation Sheet Sizer 8.1 MAXIMUM REACTIONS (Ibe) and SEARING LENGTHS (In) : Cl COMPANY Thomas E. Hammond, P.E., Inc. 13727 P45 174th Sneer Redmond, WA 99062.4037 phone: 426/982.2295 May 2. 2009 15:17 ADDITIONAL DATA: FACTORS: '/E CD rv' 170 1.00 FF'4 1200 1.00 Fop' 625 - E' 1.6 million Emin' 0.00 aillion Sheer dendin9 I +) : Deflection: LC 02 LC 12 - LC 52 LC 52 CM 1.00 1.00 1.00 1.30 1.30 O +L, 34L, 0+L RECEIVED cQMMt1NfTY '^ 7 C. 1.00 1.00 1.00 1.00 1.00 Timber-soft, D.Fir -L, No. 1 Sae" Self weight of 9.8 WI Included In loads; Lateral support top at supports. bottom= at supports: Analysis vs. Allowable Stress (psi) and Deflection (In) using NOS 2005 : :L Cr 1.000 1.000 Cfu Cr 1.00 1.00 ✓ - 2654, V des.gn - 2101 LOS • - 9982 lbs -ft !live! (total) Cf rt 1.00 1.00 1.00 1.00 1.00 Ci 1.00 1.00 1.00 1.3C 1.00 E: = 309006 lb -in2 Total Deflection - 1.50 :Deed Load Deflection) + Live Load Deflection. V =dean L-live 8 -anow 'W»wiad t- impact tr'root live Lc =concentrated All :.C's ars listed in the Analysis output Load cCmbLnacions: ICC -IBC CA LC1 1.00 2 DESIGN NOTES: 1. Please verify that the defauit deflection limas are appropriate for your application. 2. Sawn lumber banding members shall be laterally supported according to the provisions of NOS Clause 4 4L3 -4130V 4ly PROJECT 07013 Tukwila I Window heads• - 800 Family Rm door Seam t P.0 r f ar:f O•CC4` : r Wee Deae S. ?41 fb u 194 total 13141 La11 LC21e Cf. b f2 :1.022 a <.. /999 �_ 'erg :r. 0.50e 0.:9 0. ti(. Cb 7.20 ■ L/240 I Ctlr.erion A.:alvrie valpe ' Deai . Wee AALL •elan:eel 1 9s :Lair:g E.•1 fb u 194 1 ." - FL ' - 962 tb.9b' - C.69 L: :rep DatL'n :1.022 a <.. /999 0.1J ■ L/360 0.:9 LTots:. Oefl'n, 0.05 ■ c /999 7.20 ■ L/240 0,24 Moy 02 09 03:48p 4 �' ♦ I- :- i .... _ •,,. n Thomas E. Hammond, P.E.. Wood Wo rks' CtWW.d0 r00 WOO OCL COMPANY Thomas E. HammOnA, P. E . Inc. 13727 NE 174th Street Redmond. WA 98032.4037 phone: 4261882.2265 I May 2. 2009 15:06 Design Check Calculation Sheet S ar 8.1 LOADS: Ln.d :'y9e GietriDLtlon Oat- Location i,tt) n g i..udee .0olc tern Start. Mel Stet 2001 . :.pod: Dead r'1:1 UDL „a'� 5" P 1 loon Snow Full 00L 4:5.0 plf 1 MAXIMUM REACTIONS (Ibs) and BEARING LENGTHS (In) : aZa- oov -J E L' PROJECT 07013 TAW° i Window header - roof 9eernl Titnber4oft, D.FIr -L, No.2, 6x8" Self - weight of 7.19 pl 1nduded in loads: Lateral support top- at supperte, botionw at supports: Analysis vs. Allowable Streets (pail and Deflection (n) using Nos 2005 : ADDITIONAL DATA: FACTORS: 5' /S CD Clc Cc :.L CF Cfu Ct Cfrt J. Cn L_N Er' ':►0 1.15 3.00 :.t0 - - - - 1.00 1.30 1. ^0 2 m.4. 150 1.:5 1.30 1.99 1.070 1.00 1.vt 1.00 1.00 1.30 - 2 rep' C:°. - 1.30 1.00 •• - - - 1.30 1.00 M. 1.5 mi: :.Lon 1.00 :.40 - - 1.00 1.00 - c Lair.' 0.3(::eii.Lon 1.00 1.00 - - 1.00 1.00 - Z 9heae L:: 12 - Ott, V = 1574, V design. - t3i9 1Ds 3.5:.4:.19 E +: : LC 42 = D +S. ' - 2374 lb8 -ft 3er1e.71_;nt LC 12 = 3-1 (:avu) LC 12 • 3's (tata]) CI = 95e06 lb -in2 Total DE:Slection ■ 1.50:3oad Lded Oetletticn) r. Live loan Dee - 10 =ton. Drdea4 .. ■Live S -arc+i 11=vied 1.impac: Lt' =toot live Le=conoer. T:.. ! C'e ate lasted in the .Ind :yair n :rrut :'.can combinational 3CC -IBC DESIGN NOTES: 1. Pupae verify that the dtfeu3 dif'eclivt itmice are appropriate for your application. L 2. Sawn :umber bending rnernbees shalt be teteraily supported according to the provision. of NDS C!euse 4 4.1. 05/04/2009 09:04 4257883112 May 02 09 03:43p Thomas E Hammond, PE, e3 4 R CIVED •••:i « nuti cOMMUNITY otVELOPMENT • r— ■••••■•■•••• RICHARD CAUSEY 425-869-9419 • TuK11.A -1 I - 11 3,41ctioti:: — • q 5 1 I. 1.1t2: 7x. - ; I ..!;! • g • 1 0 1. • • 1 PAGE 03 p.2 ..1 • • 1 •••1 et do; .! • t. • • !":•-•..;: ••"••••: U.1 . : I 41 _ •-• • —• — E E T • co op • ELI to EN 03 E 0 •-• • THOMAS E HAMMON!), RE. 1372714. E. 74111 Street Redmond, WA 98052-4037 • • • - 1 " = •• ..•••••••• •• 41" -jr%—.•••• "".• ri • F rOVIE3 0? JUNE IrCOCI •C•••:., •••77••■•••• •••• 1 • •••••• - ' 3 poRpt, !....ept&ER I — n • I?? • •••• • a C L PORT FRAME • • • ••••••.".• • r. OaCA RAii-R46 . • 4 Vr k FLAN; (P. STAIR SEC OM ..A=. • : January 19, 2011 Raymond Ng PO BOX 626 Renton, WA 98057 RE: Request for Extensions Development Permits1D08 471D& 472 Mechanical Permits M08 -251 & 252 Plumbing /Gas Piping Permits PG08 -267 & 268 Dear Mr. Ng, 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, File: ifer M hall it Technician City of Tukwila Department of Community Development Jack Pace, Director Permit No. D08 -471, D08 -472, M08 -251, M08 -252, PG08 -267, PG08 -268 W:\Pennit Center \Extension Letters \Denials \Permits \2008 \D08 -47I Permit Extension Denial.doc jem Jim Haggerton, Mayor 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 -431 -3665 To &VI 6141s -Pii ad 49_, uirt,-5-takibi. ktelf / 7 Poj ex* 14 / 4 f At 04 (4A_ 4 - 00_1./1 414Q f 4,1 ke.“(is tAle- _Ave alAkLel -&dr_._ -(-tha4___ iL via - A dadefe/LI kg LA_ aLLeeL, We 1. 1/14 a6 +a AOtAL 4L ot( fek/Pliti Ss% Agux_r_ _4"4/1_ G.Ak yo L 117 __AARrh PG )1) ?GI - 26R p O_ELL7 3).06) zfa loollo ,I1(8 -( -z52_ / 10 -01 -2010 DICK CAUSEY 16518 203 PL NE WOODINVILLE WA 98077 RE: Permit No. D08 -471 12258 48 AV S TUKW Dear Permit Holder: Department of Community Development Jack Pace, Director In reviewing our current records, the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the International Building Code, 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. -or- 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. Sincerely, Bill Rambo Permit Technician File: Permit File No. D08 -471 Jim Haggerton, Mayor 6300 Southcenter Boulevard, Suite #100 o Tukwila, Washington 98188 o Phone: 206 - 431 -3670 ® Fax: 206 - 431 -3665 12 -01 -2009 DICK CAUSEY 16518 203 PL NE WOODINVILLE WA 98077 RE: Permit Application No. D08 -471 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 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, ? O' L U — ?'`CL'k- 0 / (- Bill Rambo Permit Technician File: Permit File No. D08 -471 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 October 5, 2009 Dick Causey 16518 203 P1 NE Woodinville, WA 98077 City of 7'u ila Department of Community Development RE: Request for Permit Application Extension #3 Development Permit Application No. D08 -471 Mechanical Permit Application No. M08 -251 Plumbing/Gas Piping Application No. PG08 -267 Ng Residence, Lot 1 -12258 48 Av S Dear Mr. Causey: This letter is in response to your written request for an extension to Permit Application Numbers D08 -471, M08 -251, and PG08 -267. 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 most recent application expiration date, through January 14, 2010. If you should have any questions, please contact our office at (206) 431 -3670. Sincerely, File: ifer M . shall it Technician Permit No. D08 -471, M08 -251, & PG08 -267 W:U'ermit Center\Extension Letters \Applications\2008\D08 -471+ Application Extension #3.doc AY Jim Haggerton, Mayor Jack Pace, Director 6300 Southcenter Boulevard, Suite #100 6 Tukwila, Washington 98188 0 Phone: 206 - 431 -3670 a Fax: 206 - 431 -3665 September 23, 2009 City of Tukwila Dept. of Community Development Attn: Mr. Bob Bendicto 6300 Southcenter Boulevard, #100 Tukwila, WA. 98188 RE: Request for permit extension for DO -471, M08 -251, PG08 -267 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. Sincerel Dick Causey cc: Raymond Ng. gas 61-Q 1K ' I 011lt (01 Oi Ito 09 -01 -2009 DICK CAUSEY 16518 203 PL NE WOODINVILLE WA 98077 RE: Permit Application No. D08 -471 12258 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. Sincerely, Bill Rambo Permit Technician File: Permit File No. D08 -471 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 July 20, 2009 Dick Causey 16518 203 PI NE Woodinville, WA 98077 RE: Request for Permit Application Extension #2 Development Permit Application No. D08 -471 Mechanical Permit Application No. M08 -251 Plumbing /Gas Piping Application No. PG08 -267 Ng Residence, Lot 1 -12258 48 Av S Dear Mr. Causey: This letter is in response to your written request for an extension to Permit Application Numbers D08 -471, M08 -251, and PG08 -267. 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, File: ifer Marshall it Technician City of Tukwila Department of Community Development Jack Pace, Director Permit No. D08 -471, M08 -251, & PG08 -267 W:\Permit Center\Extension Letters \Applications\2008\DO8 -471+ Application Extension #2.doc jem Jim Haggerton, Mayor 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206- 431 -3670 • 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 12254 48 Ave. S. Dear Mr. Rambo: We have just been acquired the demo permit for the above noted address and would like to extend the building permit D08.471 for 90 days to allow us to schedule the work. M6-1 , Thank you you for your consider Dick Causey cc: Raymond Ng. JUL 15 2009 COMW UN:TY DEVELOPMENT 4#tge( d do)aezx u-aip 07/17/6 "ExP`kS - t &' ID(Rt 06 -03 -2009 DICK CAUSEY 16518 203 PL NE WOODINVILLE WA 98077 RE: Permit Application No. D08 -471 Dear Permit Applicant: 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. Thank you for your cooperation in this matter. Sincerely, Bill Rambo Permit Technician xc: Permit File No. D08 -471 Department of Community Development Jim Haggerton, Mayor Jack Pace, Director 6300 Southcenter Boulevard, Suite #100 0 Tukwila, Washington 98188 ® Phone: 206 - 431 -3670 9 Fax: 206 - 431 -3665 C April 8, 2009 City of Tuckwila 6300 Southcenter Blvd. # 100 Tuckwila, WA. 98188 RE: Correction Letter #1 Permit # D08 -471 Lot 1 — 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 Caus y 16518 20 pl NE Woodlinville, WA. 98077 425 -788 -3112 • • CORRECT9ON RECEIVED APR 14 2009 PERMIT CENTER April 8, 2009 City of Tuckwila 6300 Southcenter Blvd. # 100 Tuckwila, WA. 98188 RE: Correction Letter #1 Permit # D08 -471 Lot 1 — 12258, 48 Ave S • 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. Sincerely, Dick Causey 16518 203 pl N Woodlinville, WIA. 98077 425 - 788 -3112 CORRECTION oB 1 -1 1 1 RECEIVED APR :14 2009 PERMIT CENTEF, April 8, 2009 City of Tuckwila 6300 Southcenter Blvd. # 100 Tuckwila, WA. 98188 RE: Correction Letter #1 Permit # D08 -471 Lot 1 — 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. Sincerely, 1 Dick Causey 1 16518 203 pl NE Woodlinville, WA. 98077 425 - 788 -3112 • • CORRE^i'VON RECEIVED APR 14 2009 -tHrMII CENTER w March 9, 2009 Dick Causey 16518 203 P1 NE Woodinville, WA 98077 Dear Mr. Causey: Sincerely, M er Marshall t Technician City of 7iaxwt • Department of Community Development RE: Request for Permit Application Extension Development Permit Application No. D08 -471 Mechanical Permit Application No. M08 -251 Plumbing/Gas Piping Application No. PG08 -267 Ng Residence, Lot 1 —12258 48 Av S This letter is in response to your written request for an extension to Permit Application Numbers D08 -471, M08 -251, and PG08 -267. 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. File: Permit No. D08 -471, M08 -251, & PG08 -267 P:\Permit Center\Extension Letters\Permit Applications \2008\D08 -471+ 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 Dear Jennifer Marshall: Thank you for informing me of the permit deadline. Sin Dick Causey • MAR 0 5 2009 COMMUN:T Y DEVELOPn.EAT RE: Request for permit extension Permit Application NO. PG08- 267, PG08- 268,M08- 251,M08- 252,D08 -471,008 -472 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. 64f 0 0.4 01'1111CA 03 -02 -2008 DICK CAUSEY 16518 203 PL NE WOODINVILLE WA 98077 RE: Permit Application No. D08 -471 12258 48 AV S TUKW Dear Permit Applicant: 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: r Marsh 1 Technician Permit File No. D08 -471 • • Guy of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 -431 -3665 I December 16, 2008 Dick Causey 16518 203 PINE Woodinville, WA 98077 S Department of Community Development RE: CORRECTION LETTER #1 Development Permit Application Number D08 -471 Ng Residence, Lot 1 -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 Departments 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. Jim Haggerton, Mayor 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) 433 -7165. Sincerely, A rshall it Technician Fit Poo. D08 -471 P:'Pemiit Center\Correction Letters \2008\D07 -471 Correction Ltr #1.DOC jem Jack Pace, Director 6300 Southcenter Boulevard, Suite #100 0 Tukwila, Washington 98188 0 Phone: 206 - 431 -3670 0 Fax: 206- 431 -3665 1 Building Division Review Memo Date: October 24, 2008 Project Name: NG Residence, Lot 1 Permit #: D08 -471 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 %Z" 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. (8311.5.3.3) 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 Caysey D08 -471 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 are 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 north 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. The gutters and roof overhang along the step -out along the south property line extend more than 18 inches into the setback. The roof overhand with gutters cannot extend more than 18 inches into the setbacks. 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. 5. 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. DATE: December 15, 2008 PROJECT: NG Residence, Lot 1 12258 48 Ave S Parcel No. 017900 -1436 PERMIT NO: D08 -471 • CITY OF TUKWILA PUBLIC WORKS DEPARTMENT REVIEW COMMENTS www.ci.tukwila.wa.us Development Guidelines and Design and Construction Standards 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 existing water meter and new service line to include material type and size. 4. Show and label size and location of sanitary side sewer and sewer stub location. 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. Single Family Residence Bulletin Cl, attached and other bulletins and information, are available on the City of Tukwila web site. 8. Remove 2" Galv. Waterline and show 8" D.I. Water main. 9. Show project site at correct location on Vicinity Map. 4 Reference Number(s) of Related Document(s): D08 - 471 and D08 - 472 Grantor: Yoe J Chun lit)“ Grantee: CITY OF TUKWILA, a municipal corporation of King County, Washington Work Location: Abbreviated Work Description: Indemnification and Hold Harmless and Permit Temporary in Nature Along 48 Ave. South, adjacent to 12258 48` Ave S and 12254 48` Ave S 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 Jan , 2010. rty Owner / Authorized Signature STATE OF WASHINGTON) )ss. County of King ) I certify that I know or have satisfactory evidence that 7 L'�l��C'd►�.� ��'� C 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 L / /11 L ,l CL(� Ir' ,4aW Notary Public in for the State of Washington residing at / 1-( f Sty , C My appointment expires C S /c) // 6' DATED this GRANTEE: By: Print Name: Its: I CITY of TUKWILA Bob Giberson STATE OF WASHINGTON) )SS. COUNTY OF KING ) day of Public Works Director 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. Name: ( L G (t (.L.(( % G .� c I . `C 6 (. ei NOTARY PUBLIC, in and for the State of /(..t ILL' e Cl Washington, residing at My commission expires: ti)LIIi ,2010. ACTIVITY NUMBER: D08 -471 DATE: 04 -14 -09 PROJECT NAME: NG RESIDENCE, LOT 1 SITE ADDRESS: XXXXX 48 AV S Original Plan Submittal Response to Incomplete Letter # X Response to Correction Letter # 1 Revision # After Permit Issued DEPARTMENTS: ui GU in g 'vision Public Works DETERMINATION OF CO (Tues., Thurs.) Complete Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: LETTER OF COMPLETENESS MAILED: TUES/THURS ROUTING: Please Route ❑ Structural Review Required REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: Approved n Approved with Conditions Notation: REVIEWER'S INITIALS: Documents/routing slip.doc 2 -28 -02 PLAN REVIEW /ROUTING SLIP Fire Prevention Structural Incomplete n n Planning Division ❑ Permit Coordinator DUE DATE: 04 -16 -09 DATE: DATE: Not Applicable No further Review Required 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 -471 PROJECT NAME: NG RESIDENCE, LOT 1 SITE ADDRESS: 0 . 48 AV S X Original Plan Submittal Response to Correction Letter # DATE: 10 -21 -08 Response to Incomplete Letter # Revision # after Permit Issued DEPARTM NTS: Bui 4ng D 'M 441:36 Ppblic Works. kr Structural rA v (ILIA 4V 12 - 14 . 06 DETERMINAT ON OF COMPLETENESS: (Tues., Thurs.) Complete Comments: Documents/routing slip.doc 2 -28 -02 APPROVALS OR CORRECTIONS: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: 0 PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP Fire Incomplete n TUES/THURS RO TING: Please Route Structural Review Required REVIEWER'S INITIALS: Bldg Fire ❑ Ping PW Staff Initials: !M d�iWl tt Planning Division Permit Coordinator n DUE DATE: 10-23-08 Not Applicable ❑ Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: No further Review Required DATE: n DUE DATE: 11 -20 -08 Approved n Approved with Conditions n Not Approved (attach comments) F1 Notation: REVIEWER'S INITIALS: DATE: • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 0- �� I Plan Check/Permit Number: D08 -471 ❑ 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 1 Project Address: 1225848 Av S A � Contact Person: a ` _4-tt,�f Phone Number: Y' - ge 31/ 2,- Y Summar of Revision: / i - /- �-�';r /9.6",t2 7 /79E1T Sheet Number(s): , -t2 - Al %4"/0 "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: Entered in Permits Plus on \applications\forms- applications on line\revision submittal Created: 8 -13 -2004 Revised: OM, CR TuK ll.A APR 14 2009 Parcel No.: 0179001436 Address: 12258 48 AV S TUKW Suite No: Applicant: NG RESIDENCE, LOT 1 DESCRIPTION OF WORK: CONSTRUCTION OF 2677 SF SFR WITH 570 SF ATTACHED GARAGE Water Meter Size: 0.75 0 0 Quantity: 1 0 0 Water Meter Type: PERM Work Order Number: 5204a09 Connection Charge: Y $60.00 $0.00 $0.00 Installation: Y $490.00 $0.00 $0.00 Additional Install Deposit: $0.00 $0.00 $0.00 Plan Check Fee: Y $10.00 $0.00 $0.00 Inspection Fee: Y $15.00 $0.00 $0.00 Turn On Fee: Y $25.00 $0.00 $0.00 Subtotal: $600.00 $0.00 $0.00 Cascade Water Alliance (RCFC): Y $5,674.00 TOTAL WATER FEES: $6,274.00 doc: WTRMTR City o/II'ukwila • 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 WATER METER INFORMATION METER #1 Permit Number: D08 -471 Issue Date: 01/22/2010 Permit Expires On: 07/21/2010 METER #2 METER #3 $0.00 $0.00 D08 -471 Printed: 01 -22 -2010 Department of Natural Resources and Parks Wastewater Treatment Division King County 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 Age S Prop - rt Str•et ddress 77/X6 //LA- Ain City State 1241 -/0 AI Owner'g Name %n h 10840 Owner's Mailing Address kith- City State „) - 35 6 - -16 283 Owner's Phone Number (with Area Code) • ZIP ZIP Property Contact Phone Number (with Area Code) Party to be Billed (if different than Owner): r<y /,r-1 /--/n di 7mM je n — Name "Q0. &l Street Address City ACA ?SO .59- State Please check appropriate box: A Single-family (free standing, detached only) 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 ZIP Residential Customer Equivalent (RCE) 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 Cf No If yes, will this property have a Homeowner's Association? ❑ Yes c&No Signature of Owner /Representative n Print Na ma of nwnpr /Ranracantativo 12//k For King County Use Only Account # No. of RCEs Monthly Rate 1 v "wit Sewer District / Agency Contact & Phone Number Date of Sewer Connection Side Sewer Permit Number Required: Property Tax Parcel Number Subdivision Name Subdivision Number Lot Number Building Name Block Number RECEIVED CITY Of TUKWILA Please report any demolitions of pre - existing building on this property. Credit for a demolition 1.0 may be given under some circumstances. �� Demolition of pre- existing building? ❑ Yes I�No 1.6 Was building on Sanitary Sewer? ❑ Yes o 2.4 3.2 Date /c/s/ /pg) OCT 212008 PERMIT CENTER Was Sewer connected before 2/1/90? " Yes ❑ No Sewer disconnect date: ?Cif 9- Type of building demolished? S. ,, Request to apply demolition credit to multiple buildings? ❑ Yes ❑ No DO '7 • Pursuant to King County Code 28.84, all sewer customers who establish a new service which uses metropolitan sewage facilities shall be subject to a capacity charge. 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 of o d data for determination of a revised capacity charge. 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 Other Associated Licenses • • General /Specialty Contractor A business registered as a construction contractor with LEtI 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 Page 1 of 2 Business Owner Information Bond Information https://fortress.wa.gov/lni/bbip/Detail.aspx 01/22/2010 EXIST'G' 5.5.M.H. LJ NO SCALE EXIST'G WATER METER 0' EI-EV� 1 S 51° 1 1 4"E 1 00.00 EXIST'G FIRE HYDRANT S e e s �,�ee.�4- - - .---------- �__-- __ -- - -� ___ / VICINITY MAP 1 EXIST'& 1 2" WATER MAIN EXIST'G S" PVC, SEINER LINE SOUTH 1 24TH STREET "C. SITE PLAN SGALE: 1 "= 1 O' 5 s' - O" 55 17 1° 1 1 "E 1 0.00' 5 GONG. PATIO In !n O 1 O' LiSBL j - -- -------------- - - - - -� PROJECT DATA: ASSESSOR'S #017 9001436 LOT AREA: LOT AREA: 1,000 S.F. b m STREET ADDRESS: 12551 48th AVE SOUTH TUKWILA, WA. '15155 LEGAL DESCRIPTION: THE SOUTH 10.00 FEET OF LOTS 11, 20, 21, AND 22, ALL IN BLOCK 1, ALLENTOINN ADDITION TO THE CITY OF SEATTLE, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 12 OF PLATS, PAGE 100, RECORDS OF KING COUNTY INASHINGTON. SITUATE IN THE CITY OF TUKWILA, COUNTY OF KING, STATE OF WASHINGTON: CODE INFORMATION: ZONING JURISDICTION: CITY OF TUKINILA ZONING CLASSIFICATION: LDR BUILDING: INTERNATIONAL BUILDING CODE WASHINGTON STATE ENERGY CODE LAND U5E CODE ANALYSIS: MAXIMUM BUILDING FOOTPRINT REDUCED BY .125 %/100 5F IN EXCESS OF 6,500 5F. (.1 25 % *5005F =62.55F) MAXIMUM BUILDING FOOTPRINT ALLOWED 1,0005F *35 % =2,4005F- 62.55F =2,387.5 5.F. AREA CALCULATIONS: BUILDING AREA: LOWER FLOOR: GARAGE: UPPER FLOOR: TOTAL BUILDING AREA: BUILDING FOOTPRINT: LOWER FLOOR GARAGE TOTAL 1,146.255.F. 569.88 S.F. 1,551.00 5.F. 5241.15 S.F. 1,116.15 S.F. 569.88 5.F. 1,116.15 5.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: 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 CARPENTRY: 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 FV 75 75 JOISTS & RAFTERS HEM -FIR #2 (2x10) 75 1,075 1,300,000 HEM -FIR #2 (2x12) 75 980 1,300,000 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 500 675 980 1,350 E 1,200,000 1,200,000 1,600,000 1,600,000 2,400 1,800,000 2,600 1,900,000 2,900 2,000,000 WOOD BEARING 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" 1/4" PLATE WASHERS @ 4' -0" O.C. UNLESS NOTED OTHERWISE. 7" MINIMUM EMBED. CONNECTORS AS MANUFACTURED BY SIMPSON STRONG TIE COMPANY OR APPROVED EQUAL. PROVIDE DOUBLE 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 HP TRUSSES TO MAIN GIRDER TRUSSES. PLANNING APPROVED • No changes can be madeto these plans without approval from the Planning Division of DCD Approved By: .T1- IA t �4S I Date: SEPARATE PERMIT F1EQ9RED FOR: B EDWanical LITElociricat !IT rjunbing tMtas Piping City of Tukwila BUILDING DIVISION No COMMAS EVISroNS as shall be m da a to the scope of work without prior approval of Tukwila Building Division. NOTE: Revisions will require a new plan submit! ?I and may include additional plan review freS 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 L;GHT FIXTURES TO LIMIT AIR LEAKAGE PER W.S.E.C. VAPOR BARRIERS /GROUND 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`, °LOOR. ALL FACTORY BUILT WINDOWS TO BE CONSTRUCTED TO PERMIT MAX. INFILTRATION OF 0.5 CFM PER LINEAL FOOT OF OPERABLE SASH PER AS TESTED B - STANDARD ASTM E 288.83. SITE BUILT AND MILLWORK WOODEN SASH ARE EXEMPT FROM INFILTRATION CRITERIA BUT SHALL BE MADE WEATHER- STRIPPED, CAULKED AND BE MADE TIGHTLY. GLASS DOORS TO PERMIT MAXIMUM INFILTRATION OF 0.5 CFM OF OPERABLE AREA. FILE COPY Permit No.. 6" L I 1 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 conditions is acknowledged: Date: City Of Tukwila BUILDING DMSION CORRECTION DOS -171 REVIEWED FOR CODE COMPLIANCE APPROVED MAY 2 9 2009 A-T Ciry of Tukwila BUILDING DIVISION I RECEIVED APR 1 4 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 Alb SOUTH & WEST ELEVATIONS -SHEET- OF /11 p•.l() -+0Zcn EXIST'G' 5.5.M.H. LJ NO SCALE EXIST'G WATER METER 0' EI-EV� 1 S 51° 1 1 4"E 1 00.00 EXIST'G FIRE HYDRANT S e e s �,�ee.�4- - - .---------- �__-- __ -- - -� ___ / VICINITY MAP 1 EXIST'& 1 2" WATER MAIN EXIST'G S" PVC, SEINER LINE SOUTH 1 24TH STREET "C. SITE PLAN SGALE: 1 "= 1 O' 5 s' - O" 55 17 1° 1 1 "E 1 0.00' 5 GONG. PATIO In !n O 1 O' LiSBL j - -- -------------- - - - - -� PROJECT DATA: ASSESSOR'S #017 9001436 LOT AREA: LOT AREA: 1,000 S.F. b m STREET ADDRESS: 12551 48th AVE SOUTH TUKWILA, WA. '15155 LEGAL DESCRIPTION: THE SOUTH 10.00 FEET OF LOTS 11, 20, 21, AND 22, ALL IN BLOCK 1, ALLENTOINN ADDITION TO THE CITY OF SEATTLE, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 12 OF PLATS, PAGE 100, RECORDS OF KING COUNTY INASHINGTON. SITUATE IN THE CITY OF TUKWILA, COUNTY OF KING, STATE OF WASHINGTON: CODE INFORMATION: ZONING JURISDICTION: CITY OF TUKINILA ZONING CLASSIFICATION: LDR BUILDING: INTERNATIONAL BUILDING CODE WASHINGTON STATE ENERGY CODE LAND U5E CODE ANALYSIS: MAXIMUM BUILDING FOOTPRINT REDUCED BY .125 %/100 5F IN EXCESS OF 6,500 5F. (.1 25 % *5005F =62.55F) MAXIMUM BUILDING FOOTPRINT ALLOWED 1,0005F *35 % =2,4005F- 62.55F =2,387.5 5.F. AREA CALCULATIONS: BUILDING AREA: LOWER FLOOR: GARAGE: UPPER FLOOR: TOTAL BUILDING AREA: BUILDING FOOTPRINT: LOWER FLOOR GARAGE TOTAL 1,146.255.F. 569.88 S.F. 1,551.00 5.F. 5241.15 S.F. 1,116.15 S.F. 569.88 5.F. 1,116.15 5.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: 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 CARPENTRY: 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 FV 75 75 JOISTS & RAFTERS HEM -FIR #2 (2x10) 75 1,075 1,300,000 HEM -FIR #2 (2x12) 75 980 1,300,000 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 500 675 980 1,350 E 1,200,000 1,200,000 1,600,000 1,600,000 2,400 1,800,000 2,600 1,900,000 2,900 2,000,000 WOOD BEARING 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" 1/4" PLATE WASHERS @ 4' -0" O.C. UNLESS NOTED OTHERWISE. 7" MINIMUM EMBED. CONNECTORS AS MANUFACTURED BY SIMPSON STRONG TIE COMPANY OR APPROVED EQUAL. PROVIDE DOUBLE 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 HP TRUSSES TO MAIN GIRDER TRUSSES. PLANNING APPROVED • No changes can be madeto these plans without approval from the Planning Division of DCD Approved By: .T1- IA t �4S I Date: SEPARATE PERMIT F1EQ9RED FOR: B EDWanical LITElociricat !IT rjunbing tMtas Piping City of Tukwila BUILDING DIVISION No COMMAS EVISroNS as shall be m da a to the scope of work without prior approval of Tukwila Building Division. NOTE: Revisions will require a new plan submit! ?I and may include additional plan review freS 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 L;GHT FIXTURES TO LIMIT AIR LEAKAGE PER W.S.E.C. VAPOR BARRIERS /GROUND 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`, °LOOR. ALL FACTORY BUILT WINDOWS TO BE CONSTRUCTED TO PERMIT MAX. INFILTRATION OF 0.5 CFM PER LINEAL FOOT OF OPERABLE SASH PER AS TESTED B - STANDARD ASTM E 288.83. SITE BUILT AND MILLWORK WOODEN SASH ARE EXEMPT FROM INFILTRATION CRITERIA BUT SHALL BE MADE WEATHER- STRIPPED, CAULKED AND BE MADE TIGHTLY. GLASS DOORS TO PERMIT MAXIMUM INFILTRATION OF 0.5 CFM OF OPERABLE AREA. FILE COPY Permit No.. 6" L I 1 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 conditions is acknowledged: Date: City Of Tukwila BUILDING DMSION CORRECTION DOS -171 REVIEWED FOR CODE COMPLIANCE APPROVED MAY 2 9 2009 A-T Ciry of Tukwila BUILDING DIVISION I RECEIVED APR 1 4 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 Alb SOUTH & WEST ELEVATIONS -SHEET- OF /11 REASON- PUBUC ROADS BY MOTOR OF VEHICLES OR' ETC. TRANSPORTED ONTO RUNOFF. CONSTRUCTION ACCESS E2.10 R =25' MIN. 4 " -8" QUARRY SPALLS GEO- TEXTILE FABRIC 12" MIN. THICKNESS LENGTH PER THE DPD SITE DEVELOPMENT INSPECTOR PROVIDE FULL WIDTH INGRESS /EGRESS AREA STABIUZED ACCESS SHALL BE USED IN ALL AREAS OF THE SITE WITH VEHICLE TRAFFlC AND PARKING, INCLUDING PLANTING STRIPS. OTHER MEANS OF PROVIDING STABIUZED ACCESS WILL BE CONSIDERED. HEM FILTER FENCE METAL FENCE POSTS NOTE: ANGLE SILT FENCE BACK UP THE SLOPE AT THE END OF RUN. ALTER FABRIC MATERIAL BACKFILL WITH NATIVE SOIL MATERIAL OR GRAVEL BACKFILL IN TRENCH AND ON BOTH SIDES OF FENCE FABRIC ON THE SURFACE FILTER FABRIC MATERIAL 60" WIDE BOLLS, USE STAPLES OR WIRE RINGS TO ATTACH FABRIC TO WIRE MIRAF1 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- D DISTURBED E AREAS DURING CONSTRUCTION. T SEDIMENT UNDER SHEET O DECREA E VELOCITY SHEET OF C FROM FLOWS. SYMBOL: REASON- TO PREVENT SEDIMENT FROM ENTERING STORM DRAINAGE SYSTEMS PRIOR TO PERMANENT STABIUZATION OF THE DISTURBED AREA. SYMBOL: 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. SYMBOL: STRAW WATTLE 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 10' Md, CONVEY RUNOFF TO APPROVED LOCATION. 10' MAX. REASON- DISTURBED PROVIDE IMMEDIATE TEMPORARY EROSION SLOPES AND AREAS THAT CANNOTBECOVERED BY MULCHING & MATTING SOIL BERM STRAW BALES CUT SLOPES ----ANCHOR WEIGHTS WITH STAKES CONVEY RUNOFF TO APPRO./ED LOCATION. UP SIDE DOWN WYE SPLASH BLOCK WASHED GRAVEL DRY WELL PETAL NO SCALE EXIST'G WO S.S. EXIST'G S.S.M.H.I 1 SCALE: 1/5" =1' -O" NEW ( WATER SERVICE CONNECTION t4i WATER SEWER F-L As Ap SCALE: 1/8" =1' -0" 6" 0/044" TEST T TWO 6x4 NYE'S NEW 4" PVC SIDE SEWER CONNECTION 1 1' NORTH ® EXIST'G M.H. PER CITY OF TUKWILA REQUIREMENTS EXIST'G 5E w 3 I14u pek Ccp r _sNe a a__a_NiID _■_ NEW 3 /4' WATER MET R AS PER GIT OF TUK YILA RE UIREMENTS \ STORMWATER CONTROL PLAN -5.5' C/O RAISED TO GRADE _ n \ 001.1. MEIN= STOCKPILE �- EXIST'G WATER METER CONSTRUCTION ACCESS \ I DRIVEWAY \ GONG. I 3 /4' TYPE 'K' I 1 COPPER _ __________ 4" PERFORATED rVC EXIST'G FIRE HYDRANT J I) I M 1 - i " " i 1-4 "d' D5 4"(1) MO an, MMOO/MOM imp mimMEMMO Oa /NO alloomom VP 40a MO IMP PROPOSED SFR WITH (2) \ GAR GARAGE GARAGE F.F. EL. 1.0' SILT FENCE (TYP. ) -- -_ - - -- 58 ci° 1 724 "E 100.00 •1`k s sick of ptopert lire I rictLf o-P Ut G SIDE NEW 4 "4' PVC 55 5891 7'24 "E 58q ° 17'24 "E 100.00' 1 \ \ 589117'24 "E 100.00' ■ 1 PROPOSED 5FR WITH (2) \ GAR GARAGE D5 GARAGE F.F. EL. 1. PLUGGED CLEAN OUT CLEAN OUT 100.00' \ EXIST'G 12" WATER MAIN \ EXIST'G S" PVC SEWER LINE \ \ 1 1 4 "cP D5 • (4. • - - - - -1 O BBL These plans have been reviewed by the Public 11 Works Department for conformance with current City standards. Acceptance is subject to errors and omissions which do not authorize violations of for the adequacy of the design rests totally with the designer. Additions, deletions or revisions to these drawings afterthis date will void this acceptance and will require a resubmittai of revised drawings for subsequent approval. Final acceptance is subject to field inspection by the Public Works utilities inspector. Date: By: 5' BSBL \ OM famomomeal mO OM .M■m/. MD OM teMmpromo OM PM MMMMOMID OM MD OP MO IOMM■ /MP MPI/MMImM OM Nov 3.0 2010 0 \ a REVIEWED FORA CODE COMPLIANCE APPROVED MAY 2 9 2009 City Tukwila 1 1 DRY WELL SEE DET 1/A1.1 (TYP.) \ oIMP•M/OMP 0=0 /2, tale3 \ uKwila 1 1 BUILDING DIVISION I I I 1 ♦ ♦♦ 1 0 O RECEIVED APR ,1 2009 PERMIT CENTER - SHEET- A1.Xj OF % 11 l-OZ REASON- PUBUC ROADS BY MOTOR OF VEHICLES OR' ETC. TRANSPORTED ONTO RUNOFF. CONSTRUCTION ACCESS E2.10 R =25' MIN. 4 " -8" QUARRY SPALLS GEO- TEXTILE FABRIC 12" MIN. THICKNESS LENGTH PER THE DPD SITE DEVELOPMENT INSPECTOR PROVIDE FULL WIDTH INGRESS /EGRESS AREA STABIUZED ACCESS SHALL BE USED IN ALL AREAS OF THE SITE WITH VEHICLE TRAFFlC AND PARKING, INCLUDING PLANTING STRIPS. OTHER MEANS OF PROVIDING STABIUZED ACCESS WILL BE CONSIDERED. HEM FILTER FENCE METAL FENCE POSTS NOTE: ANGLE SILT FENCE BACK UP THE SLOPE AT THE END OF RUN. ALTER FABRIC MATERIAL BACKFILL WITH NATIVE SOIL MATERIAL OR GRAVEL BACKFILL IN TRENCH AND ON BOTH SIDES OF FENCE FABRIC ON THE SURFACE FILTER FABRIC MATERIAL 60" WIDE BOLLS, USE STAPLES OR WIRE RINGS TO ATTACH FABRIC TO WIRE MIRAF1 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- D DISTURBED E AREAS DURING CONSTRUCTION. T SEDIMENT UNDER SHEET O DECREA E VELOCITY SHEET OF C FROM FLOWS. SYMBOL: REASON- TO PREVENT SEDIMENT FROM ENTERING STORM DRAINAGE SYSTEMS PRIOR TO PERMANENT STABIUZATION OF THE DISTURBED AREA. SYMBOL: 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. SYMBOL: STRAW WATTLE 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 10' Md, CONVEY RUNOFF TO APPROVED LOCATION. 10' MAX. REASON- DISTURBED PROVIDE IMMEDIATE TEMPORARY EROSION SLOPES AND AREAS THAT CANNOTBECOVERED BY MULCHING & MATTING SOIL BERM STRAW BALES CUT SLOPES ----ANCHOR WEIGHTS WITH STAKES CONVEY RUNOFF TO APPRO./ED LOCATION. UP SIDE DOWN WYE SPLASH BLOCK WASHED GRAVEL DRY WELL PETAL NO SCALE EXIST'G WO S.S. EXIST'G S.S.M.H.I 1 SCALE: 1/5" =1' -O" NEW ( WATER SERVICE CONNECTION t4i WATER SEWER F-L As Ap SCALE: 1/8" =1' -0" 6" 0/044" TEST T TWO 6x4 NYE'S NEW 4" PVC SIDE SEWER CONNECTION 1 1' NORTH ® EXIST'G M.H. PER CITY OF TUKWILA REQUIREMENTS EXIST'G 5E w 3 I14u pek Ccp r _sNe a a__a_NiID _■_ NEW 3 /4' WATER MET R AS PER GIT OF TUK YILA RE UIREMENTS \ STORMWATER CONTROL PLAN -5.5' C/O RAISED TO GRADE _ n \ 001.1. MEIN= STOCKPILE �- EXIST'G WATER METER CONSTRUCTION ACCESS \ I DRIVEWAY \ GONG. I 3 /4' TYPE 'K' I 1 COPPER _ __________ 4" PERFORATED rVC EXIST'G FIRE HYDRANT J I) I M 1 - i " " i 1-4 "d' D5 4"(1) MO an, MMOO/MOM imp mimMEMMO Oa /NO alloomom VP 40a MO IMP PROPOSED SFR WITH (2) \ GAR GARAGE GARAGE F.F. EL. 1.0' SILT FENCE (TYP. ) -- -_ - - -- 58 ci° 1 724 "E 100.00 •1`k s sick of ptopert lire I rictLf o-P Ut G SIDE NEW 4 "4' PVC 55 5891 7'24 "E 58q ° 17'24 "E 100.00' 1 \ \ 589117'24 "E 100.00' ■ 1 PROPOSED 5FR WITH (2) \ GAR GARAGE D5 GARAGE F.F. EL. 1. PLUGGED CLEAN OUT CLEAN OUT 100.00' \ EXIST'G 12" WATER MAIN \ EXIST'G S" PVC SEWER LINE \ \ 1 1 4 "cP D5 • (4. • - - - - -1 O BBL These plans have been reviewed by the Public 11 Works Department for conformance with current City standards. Acceptance is subject to errors and omissions which do not authorize violations of for the adequacy of the design rests totally with the designer. Additions, deletions or revisions to these drawings afterthis date will void this acceptance and will require a resubmittai of revised drawings for subsequent approval. Final acceptance is subject to field inspection by the Public Works utilities inspector. Date: By: 5' BSBL \ OM famomomeal mO OM .M■m/. MD OM teMmpromo OM PM MMMMOMID OM MD OP MO IOMM■ /MP MPI/MMImM OM Nov 3.0 2010 0 \ a REVIEWED FORA CODE COMPLIANCE APPROVED MAY 2 9 2009 City Tukwila 1 1 DRY WELL SEE DET 1/A1.1 (TYP.) \ oIMP•M/OMP 0=0 /2, tale3 \ uKwila 1 1 BUILDING DIVISION I I I 1 ♦ ♦♦ 1 0 O RECEIVED APR ,1 2009 PERMIT CENTER - SHEET- A1.Xj OF % 11 S I NMAI IOD ki.Nal-42Inz92 J.lIJ ?13d Inva 60 /8 /h' 'ON ‘.-. P44.1>)--frOZci) SIM K ry>c> I.; " • > >KU \ , ;„; ‘-- /\,• >e,, :.1 / 21K.>c>. \° ), <.\ \,‹ \/. ;,-•\ /./\. >c „<" v‘,/ /„/:„ ."<„, ,>•\ x , >< •• ,;>:.\)<-.. \ >r )< - i r 6 2'-O" r x S) 1C 2 ( >4 ;‹,/ X 7 < \ \.:<" z \ :;x: Cs \: -''XX< ) e 1 / ( / \/( / ' / >r :( x „ ■/..\ >," \ / e \>-/ \x/ 4" CONC. SLAB a/ 4" GRAVEL FILL SLOPED 5" TOWARD DOORS. w/ 6x6 / 1 OX 1 0 IN1NM -..-- ICONST. JOINTS 4I-" R- 1 0 RIDGID INSUL. EXTEND 24" 4" CONC. SLAB, 6x6 / 1 ININM 0/ 4" GRAVEL FILL w/6 MIL BLACK V.5. • ,/ • \ 4 7 J 2'-O" E 2'- 1 3 1 co (11 NOTE: SEE SHEET AS FOR HOLDOINN LOCATIONS 4 1 0 1 17 -0" FOUNDATION PLAN SCALE: 1 /4"= 1 '-0" PET. 4/A2 1 S"x 1 Efr 1 0" CONC. PORCH FT'G' (TYP FOR 5) 6 S , I>- , \/ / •< / ,<L(.4,:._\ , •••-.4-• '4.-< ''.< \ /<(e)(< ./ A N SUBFL NAILING: 5/4" T 4 G CDX PLYIND GLUED 4 NAILED w/ Sd @ 6" 0.C. @ SUPPORT EDGES 861 @ 1 2" 0.C. INTERIOR SUPPORTS SIM. CI Y 9 2x 6 STUDS 4" CONC. SLAB w/ 6x610x10 MM o/6 MIL. BLACK V.B. 0/ 4" GRANULAR FILL #4 BAR VERT. @24 12"0.C..4 HORZ. @ 12" 0.C. (2) #4 BARS CONT. 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 1/ 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 near location of power panel.) 2x P.T. SILL PLATE w/ANCHOR BOLTS PER SHEAR 'MALL SCHEDULE, 1 2" MAX. FROM ENDS AND "7" MIN. EMBED. USE GALV. WASHERS PER STRUGT. NOTES . (1) #4 BAR CONT. MAX 6" BELOW TOP OF FIN.INALL 2-#4 CONT. GARAOE YiALL SCALE: 3/4"= TIGHTLINE STORM DRAIN SEE SHEET A2 2-#4 CONT. TOP 'PBS44A' w/ 2-1/2" GALV. MB. FOUNDATION V4ALL SCALE: 3/4"= 1'-0" 10" SONOTUBE PLINTH )ar 44. PORCH FIG 111 SCALE: 3/4"= •/ / H71 NOV 3,0 Z0.10 2x P.T. SILL PLATE w/ANCHOR BOLTS PER SHEAR WALL SCHEDULE, 1 2" MAX. FROM ENDS AND I MIN. EMBED. USE 2" x5/16" GALV. WASHER . R-10 RIDGID INSUL. EXTEND 24" 2-#4 C • • • ...• •••,- >\y 6 MIL. BLACK V.B. 4" GRANULAR FILL #4 @ 1 2" 0.C. E.W. P.T. 4x4 DF# 2 POST 3-#3 TIES IN TOP 5" 4- #4 BARS VERT. $ #3 TIES @ 8" O.G. < : •• \ //, 1 I-6" ONT. NOTE: IF STEMINALL CAST SEPARATE FROM FT'G, USE #4 VERTICAL @ 48" O.G. (MIN) w/ STD HOOK IN FT'G 3" ABOVE BOT. OF FTG. COMPACT EXIST'G SOIL. REVIEWED FOR CODE COMPLIANCE APPROVED MAY 2 9 2009 City of Tukwila BUILDING DIVISION 1 RECEIVED APR 1 4 2009 PERMIT CENTER I EXPIRE3 07 JUNE 1001 1 dgut)RJ enalf (s3 11111r1111•11 - A Or / 1 1 FURN.I VTO FAMILY ROOM W H' VTO5 50 CFM E VTOS COATS GARAGE GARAGE 1 rh DR. 1 6 %2' GLB OPENER I ./ 1.S E __._ /1 / 1 5/S" TYPE 'X' AT ALL WALLS 4 CEILING. 5 1 /2 "x 1 1 /2" CpLB SINGLE ATER HEATER SHALL BE PROVIDED WITH SEISMIC ANCHOR STRAP HOLDERS TO WALL STUDS AT UPPER AND LOWER ONE -THIRD POINTS AND PROVIDE 4" INSULATION AT BASE. GARAGE 2 1 _0" 6 3 q" 4' -0" 5' -S" 2'- 1 1" 3' -7" 2'_O" m Appliances located inside living space. (IRC M1703.2, M1703.2.1) Combustion air: Outside combustion air shall be supplied through openings or ducts. One opening shall be within 12 inches for the top and one shall be within 12 inches of the bottom. Openings shall have a free area of at least 1 square inch per 4,000 Btu /hr total input rating of the appliances. (IRC M1701.4 Exception #2.) Appliances installed in an enclosure in which all combustion air is taken from the outdoors, the enclosure shall be equipped with a solid weather stripped door and self - closing device. (IRC 303.5) Air exhaust and intake openings that terminate outdoors shall be protected with corrosion - resistant screen minimum open size of /a inch or maximum '/2 inch... and protected against weather conditions. 5 5' -O" LOWER FLOOR FLAN SCALE: 1 /4" =1' -O" LEGEND 2' -O" 2x6 STUDS @ 1 6' O.G. 2x4 STUDS @ 1 6" O.G. O SMOKE DETECTOR PER IBC R 3 1 3.1 • SAFETY GLAZING FASTEN SHEATHING TO HEADER WITH Sd COMMON NAILS IN 3" GRID PATTERN AS SHOWN AND 3" O.G. IN ALL FRAMING (STUDS AND SILLS) (TYP.) MIN. (2) 2" X 6" (TYP.) FASTEN SHEATHING TO .• HEADER w/ Sd COMMON OR GALV BOX NAILS #4 3" GRID PATTERN AS SHOWN AND 3" O.G. IN ALL FRAMING (STUDS, BLOCKING, AND SILL PLATES) TYP. 'STHD 1 4' (TYP) MIN. 2 "X2 "X3/ 16" PLATE WASHER ANCHOR BOLT PER R403.1.6 (TYP.) FOUNDATION PER PLAN EXIST'G SHEATHIN 4 SIDING P.T. 2x BLOCK W/ SLOPED TOP ADD 2X BLK { Is IX 2' -O" 2 -O " d 'LSTA2 1' STRAP OPPOSITE SHEATHING 2 PORCH LEDGER 3 SCALE: 1 /2 " =1' -O" ELEVATION SECTION 'A-A' GARAGE PORTAL- FRAME FLASHING TUCKED UNDER SIDING 4 EXTENDED BELOW LOWEST PIECE OF SIDING. 11 , P.T. DF #2 @ 1 cL2 ' O.G. 'U2 1 O' JOIST HANGER 2X12 P.T. LEDGER 5/8 "CD GALV. M.B. 16" O.G. FLUSH FRAME PROVIDE SIMPSON U26 4 U26 -2 HANGERS NAIL INTO RIM JOISTS 2x8 P.T. LEDGER 2x8 P.T. JOISTS @ 1 6" O.G. w /'H1' @ EA. JOIST. 4x4 P.T. RAIL POST (TYP) 2x 1 2 P.T. CARRIAGE 1 2x 1 2x 1 CONC. FT'G (TYP) w/ 4x4 P.T. POSTS 4'PBS44A' POST BASE NOTE PET. 5/A3 TYP. STAIR SECTION SCALE: 1 /2 " =1' -O" c: 41. ENTRY STAIRS FRAMING PLAN _p) 5GALE: 1 / 2"= 1 4 NOV 10 ZOO GLB5 1 /2 "xq 1/2 "24F 4' -6" N.T.S. 1 r m 2x P.T. TREADS 4 RISERS ALV. STEEL ANGEL LAGGED TO CARRIAGE 4 A.B. TO GONG. 2X4 CEDAR HANDRAIL 2x4 CEDAR - ---- __ 4x4 CEDAR POST 2x2 CEDAR BALUSTERS 3 /8 "c GALV. BOLTS 'U210' w/ 10-10d �1x12TRIM P.T. 4X12 'PC44' P.T. 4x4 POST PORCH RAILING SCALE: 1 /2 " =1' -O" 1 ' -O" GALE: 1 / 2"= 1 ' -O" REVIEWED FOR CODE COMPLIANCE APPROVED MAY 2 9 2009 City of Tukwila BUILDING DIVISION 1 0 1 d-� CD GLB 5 1 /2 "xq 1 /2" 24F SHEATHING FILLER IF NEEDED 'LSTA2 1' 1 6d SINKER NAILS IN 2 ROWS @ 3" O.G. 'STHD 1 4' (TYP) 4 SIMPSON'A55' -∎ r 2x10 P.T. BLK'G '- 2x 1 2 P.T. CARRIAGE YP. STAIR SECTION 5565 �ctin c ' 4007 5T ULrOI LONUi RECEIVED APR ; 14 2009 PERMIT CENTER - SHEET- A3% o� % 11 CHECKLIST WASHINGTON STATE ENERGY CODE ELECTRIC RESISTANCE KITCHEN FAN (1) OTHER FUELS CH. 6 PRESCRIPTIVE 50GFM CH. 5 TRADEOFF LAUNDRY FAN (1) OPTION NUMBER IV PROPOSED INSULATION wr MAX. GLAZING PERCENTAGE ALLOWED 15% FLAT CEILINGS / ATTICS R -38 PROPOSED PERCENTAGE GLAZING 9% VAULTED CEILINGS R -38 MAX. VERTICAL U -VALUE ALLOWED .35 EXTERIOR WALLS R -21 PROPOSED VERTICAL U- VALUE .35 INTERIOR HOUSE 1 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 (5) 50GFM LAUNDRY FAN (1) 5OGFM WHOLE HOUSE FAN (CHOOSE ONE) O SOGFM ( 1 -2 BEDROOMS) O SOCFM ( 3 BEDROOMS) ® 1 OOGFM ( 4 BEDROOMS) 1 20CFM ( 5 BEDROOMS) NOTE: 1 OOGFM WHOLE HOUSE FAN WITH 24 HOUR TIMER SWITCH HOT WIRE AND UNDERCUT DOOR FOR AIR PASSAGE TYPICAL. A TOP PLATE SPLICES USE 5- 1 6d THIS GRID 'GS 1 6 W/ 1 Od @ 4" O.G. SEE DET. 3/A4 N x N x YVHOLE HOUSE VENTILATION TOP PLATE SPLICES - USE 1 1 -1 6d THIS GRID S w 'U 0- QP' (T SCALE: 1 /4 " =1' -O" 1/2 E.E#1.) TOP PLATE SPLICES USE 6 -16d THIS GRID 4x 'P 1 44 4 1 4 ST 2H DR NZ UPPER FLOOR FRAMING PLAN ® r 1 U- N N x fit, C 6� 6 TOP PLATE SPLICES USE 5- 1 6d THIS GRID G SUBFL NAILING: 3 /4 "T GLUED 4 NAILED W/ Sd @ 6" D.G. @ SUPPORT EDGES Sd@ 12 " O.G. @ INTERIOR SUPPORTS 'H2.5 @ EA. REF. LINE '5' PET. 4 SCALE: 3/4 " =1 -O" NAIL SHEATH'G TO 2x SLOCK'G NAILS w/ Sd COMMON NAILS @ 6" O.G. 'A35' CLIP PER S.1N. SCHEDULE UPPER FLOOR NOV 3 Q 2010 GAL. FLASH' PER S.W. SGHED t 1� EA�lE PETAL 2 FLOOR @ EXT. NALL L�• SCALE: 3/4 " = -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. 7 - 3/4" T4G PLYWD SHEATHING (GLUE 4 NAIL) (TYP) 1Y4' p MIN. CONT. HANDRAIL SEE PET. 4 -A /4 2x4 THR BLOCK COMPOSITION ROOFING 0/ 1 5# FELT 1/ 16" UNBLOCK'D GDX OR 05B SHEATHING w /Sd @ 6" O.G. / 1 2" INTERM. REVIEWED FOR CODE COMPLIANCE APPROVED MAY 2 9 2009 City of Tukwila BUILDING DIVISION UPPER FLOOR UPPER FLOOR 2X 1 2 FLOOR JOIST @ 1 6" O.G. 2x6 STUDS @ 16' O.G. 1 5/32" GDX OR 05B W/ VAPOR BARRIER LONER FLOOR (3) 2x 1 2 FIRE BLK'G @ STRINGERS MID -SPAN 1 /2" G.W.B. BELOW STAIRS, WALLS 4 CEILING. INTERIOR STAIR SECTION A4 SCALE: 1 /2 " =1 -O" 1 RECEIVED APR 14 2009 PERMIT CENTER BSc'' 07 JUNE 'ZOO? 5 oe rU1RALOW/ r - SHEET- A4 or 1 wr OZcA A TOP PLATE SPLICES USE 5- 1 6d THIS GRID 'GS 1 6 W/ 1 Od @ 4" O.G. SEE DET. 3/A4 N x N x YVHOLE HOUSE VENTILATION TOP PLATE SPLICES - USE 1 1 -1 6d THIS GRID S w 'U 0- QP' (T SCALE: 1 /4 " =1' -O" 1/2 E.E#1.) TOP PLATE SPLICES USE 6 -16d THIS GRID 4x 'P 1 44 4 1 4 ST 2H DR NZ UPPER FLOOR FRAMING PLAN ® r 1 U- N N x fit, C 6� 6 TOP PLATE SPLICES USE 5- 1 6d THIS GRID G SUBFL NAILING: 3 /4 "T GLUED 4 NAILED W/ Sd @ 6" D.G. @ SUPPORT EDGES Sd@ 12 " O.G. @ INTERIOR SUPPORTS 'H2.5 @ EA. REF. LINE '5' PET. 4 SCALE: 3/4 " =1 -O" NAIL SHEATH'G TO 2x SLOCK'G NAILS w/ Sd COMMON NAILS @ 6" O.G. 'A35' CLIP PER S.1N. SCHEDULE UPPER FLOOR NOV 3 Q 2010 GAL. FLASH' PER S.W. SGHED t 1� EA�lE PETAL 2 FLOOR @ EXT. NALL L�• SCALE: 3/4 " = -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. 7 - 3/4" T4G PLYWD SHEATHING (GLUE 4 NAIL) (TYP) 1Y4' p MIN. CONT. HANDRAIL SEE PET. 4 -A /4 2x4 THR BLOCK COMPOSITION ROOFING 0/ 1 5# FELT 1/ 16" UNBLOCK'D GDX OR 05B SHEATHING w /Sd @ 6" O.G. / 1 2" INTERM. REVIEWED FOR CODE COMPLIANCE APPROVED MAY 2 9 2009 City of Tukwila BUILDING DIVISION UPPER FLOOR UPPER FLOOR 2X 1 2 FLOOR JOIST @ 1 6" O.G. 2x6 STUDS @ 16' O.G. 1 5/32" GDX OR 05B W/ VAPOR BARRIER LONER FLOOR (3) 2x 1 2 FIRE BLK'G @ STRINGERS MID -SPAN 1 /2" G.W.B. BELOW STAIRS, WALLS 4 CEILING. INTERIOR STAIR SECTION A4 SCALE: 1 /2 " =1 -O" 1 RECEIVED APR 14 2009 PERMIT CENTER BSc'' 07 JUNE 'ZOO? 5 oe rU1RALOW/ r - SHEET- A4 or 1 ATTIC ACCESS RANGE 1 OOGFM E VTOS SCALE: 1 /4 "= 1' -O" UPPER FLOOR FLAN LEGEND 2x6 STUDS @ 1 6 "O.G. 2x4 STUDS @ 1 6" O.G. O SMOKE DETECTOR PER IBC R 3 1 3.1 SG SAFETY GLAZING WINDOW SCHEDULE (ALL WINDOWS SHALL 5E U =.35) 5YM SIZE TYPE LOCATION 1 QUANTITY 1 S.F. TOTAL 1 REMARKS 1 2 4 5 6 7 8 q TOTA 3 -0x4 -O 4 -0x3 -6 6 -Ox3 -O 2 -0x5 -O 6 -0x5 -O 3 -0x5 -0 2 -0x5 -O 3-0x1-6 4 -0x3 -O L 50. FT. OF SHLHG SLID'G SHLHG CAS'MT FIX'D FIX'D FIX'D FIX'D SLID'G NEW WIND LIVING RM BEDRM M.BEDRM DINING DINING DINING ENTRY CLOSET KITCHEN OWS IN CONDIT 4 4 1 2 1 2 1 4 1 IONED SPAC E 12 14 18 10 30 15 10 4.5 12 48 56 15 20 30 30 10 18 12 242 SAFETY GLAZING SAFETY GLAZING POOR SCHEDULE 5YM SIZE TYPE LOCATION U- FACTOR I QUANTITY I REMARKS A B F H J K 3068 2668 2068 2668 3068 6068 3068 2068 6068 c1070 4068 5C SG HG HG 5C SLID'G GL. BI-FOLD POCKET BI -PA55 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 DOOR 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. 5. 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 -I" 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 DOORS. Nov 3 0 2010 REVIEWED FOR CODE COMPLIANCE APPROVED MAY 2 9 2009 LI7 1 RECEIVED APR 14 2009 PERMIT CENTEF City of Tukwila sTizocrogiti, or iui BUILDING DIVISION - SHEET- TOPE SPLICES:H- USE 5- 1 6d GOMM N B 0 r I -2" C 2x6 FTI RS @ 24" C.O. WINS' GARAGE ROOF A r ' it 22X::.0 e OY � �� I H EAD mI TIG ��[' - INSU I. ��.G. i� OYE � 24' —O" P.E. JACK TRUSSES @ 24" O.G. 4I3' —O" P.E. TRUSSES @ 24" O.G. SCALE: 1/4"= 1s-0" LEI L J -2x4 U5 = S @ 24" • G. r 2X' AIL ∎ IN / GAB D HAP ROOF FRAMING FLAN 'PC44' ROOF VENT GALLS. MAIN ROOF AREA: 1 5 45F / 500 - 4.65 SF REQ'D 4.65 SF / 2 • 2.32 5F VENTING REQ'G AT ROOF RIDGE 2.32 5F / (.44 x .15) • 1 VENTS REQ'D. GARAGE ROOF AREA: 1 66 SF / 300 • .56 SF REQ'D TOPE SPLICES: USE q -1 6d COMMON \- TOPE SPLICES.: USE 9 -1 6d GO 4IMON 4X6 HF #2 'HS' HURRICANE TIE AT EA. TRUSS BEARING TOPE SPLICES: USE 5- 1 6d COMMON M111111/74‘ 2x 1 O RAFTERS @ 24" O.G. ROOF FRAMING NOTES: 1. CONTRACTOR SHALL VERIFY ALL NOTES, DIMENSIONS $ 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 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 GAP OF SAME MATERIAL AS ROOFING KEEP SHEATHING 1 Y2 FROM RIDGE BOARD. RIDGE VENT SCALE: 3/4 "= 1' -0" NOV 302010 REVIEWED FOR CODE COMPLIANCE APPROVED MAY 2 9 2009 City of Tukwila BUILDING DIVISION I CORRUGATED - PLASTIG RIDGE VENT CONFORM TO ROOF SLOPE RMV RIDGE BLK'G TRUSS PER PL REQ'D AT PANEL EDGES tX 97l MUMS 07 JUNE RECEIVED APR 1 2009 PERMIT CENTER J "tt < - SHEET Or /11 I—ozcil TOPE SPLICES:H- USE 5- 1 6d GOMM N B 0 r I -2" C 2x6 FTI RS @ 24" C.O. WINS' GARAGE ROOF A r ' it 22X::.0 e OY � �� I H EAD mI TIG ��[' - INSU I. ��.G. i� OYE � 24' —O" P.E. JACK TRUSSES @ 24" O.G. 4I3' —O" P.E. TRUSSES @ 24" O.G. SCALE: 1/4"= 1s-0" LEI L J -2x4 U5 = S @ 24" • G. r 2X' AIL ∎ IN / GAB D HAP ROOF FRAMING FLAN 'PC44' ROOF VENT GALLS. MAIN ROOF AREA: 1 5 45F / 500 - 4.65 SF REQ'D 4.65 SF / 2 • 2.32 5F VENTING REQ'G AT ROOF RIDGE 2.32 5F / (.44 x .15) • 1 VENTS REQ'D. GARAGE ROOF AREA: 1 66 SF / 300 • .56 SF REQ'D TOPE SPLICES: USE q -1 6d COMMON \- TOPE SPLICES.: USE 9 -1 6d GO 4IMON 4X6 HF #2 'HS' HURRICANE TIE AT EA. TRUSS BEARING TOPE SPLICES: USE 5- 1 6d COMMON M111111/74‘ 2x 1 O RAFTERS @ 24" O.G. ROOF FRAMING NOTES: 1. CONTRACTOR SHALL VERIFY ALL NOTES, DIMENSIONS $ 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 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 GAP OF SAME MATERIAL AS ROOFING KEEP SHEATHING 1 Y2 FROM RIDGE BOARD. RIDGE VENT SCALE: 3/4 "= 1' -0" NOV 302010 REVIEWED FOR CODE COMPLIANCE APPROVED MAY 2 9 2009 City of Tukwila BUILDING DIVISION I CORRUGATED - PLASTIG RIDGE VENT CONFORM TO ROOF SLOPE RMV RIDGE BLK'G TRUSS PER PL REQ'D AT PANEL EDGES tX 97l MUMS 07 JUNE RECEIVED APR 1 2009 PERMIT CENTER J "tt < - SHEET Or /11 5/8" TYP 'X' GWB ALL WALLS 4 GL'G IN GARAGE :7017671fa: - COMPOSITION ROOFING o/ 15# FELT 5/S UNBLOCK D GDX OR OSB SHEATHING w /Sd @ 6" O.G. / 1 2" INTERIM. 2x6 STUDS @ 16 15/52" GDX OR OSB W/ VAPOR BARRIER 3/4" T4G PLYWD SHEATHING (GLUE 4 NAIL) (TYP) R -2 1 INSUL. DET. 1/A4 MF'G TRUSS @ 24" O.G. DET. 2A2 DET. 1/ DET. 2/ C DET. 1 A2 — MF'G TRUS @ 24" O.G. R- 1 0 RIDGE INSUL. EXTEND 2' UNDER SLAB 6 MIL BLACK V.B. 12 la 2 /% f/N/ i/N\ f% C/A//. ✓"ff %f /. ✓ %f %f %f /.'f% ///(//%/ %//.off %<<k, / /\f / % /. // /. < ;% ✓ % %f % /% / %f %f /.off % / /.\ //j\ • \ . ' \\,X i� R -38 INSUL. INSULATION E PROVIDE 1- CLEAR VENT SPACE OVEI INSULATION 26 GA. G.I. FL SH'G 1 1_5026'w/ 2A LEDGER 12 Ig \ /.\ \ /•.< /f 2\% ��\\ �/ \� / \� /\ \ /� \ � / \ f Vtvhf.\ / /.\ % :. AFFLE /2" MIN. D AIR 5/8" CDX w/ Sd COMMON@ 6" O.G. (EDGES) 4 1 2" O.G. INTERIM. 2x6 RAFTERS @ 24" O.G. w /'H3' 2x BL'K w/ 2" SCREEN VENT DET. 1A2 !QAWAI WNW a 11.10!:!02A . VA! A. GARAGE 2x 1 2 DF #2 F.J. @ 16" O.G. 5/5" TYP 'X' GWB ALL WALLS 4 GL'G IN GARAGE LIVING ROOM BEDROOM #2 • 7 'LU24' HANGER DINING ROOM CLOSET A51-1'G – DIAPHRAGM NAILING CONT. 2x4 BLK' FIN. FL N. FL. RIDGE .m GALV. STEEL ANGLE LAGGED TO CARRIAGE 4 A.B. TO GONG P.E. JACK TRUSS @ 24" O.G. 0 2x BL'K w/ 2" SCREEN VENT PLATE 'A34' PER S.W. SCHED. 2x 12 DF# 2 F.J. @ 16" O.G. DET. 2A2 Y F44' POST GAP 'PB544A' POST BASE DET. 4/A2 C 5I 12 ) r;\j� ' jam \� ��f�� \/� %i \�� %i� % \�/ � �''��%�1/ \ /��r f� /f�G \ // 4<„,v,,,,,<\\ % //�1 \ ✓1iy %%i /›. \ t i ttt i,</:?k,/,;.sy:\>;:,./; „ :!,,.. NOV 3:02010 REVIEWED FOR CODE COMPLIANCE APPROVED MAY 2 9 2009 City of Tukwila BUILDING DIVISION f MRCS 07 JUNE°ZOO? I 5 ET. 2A2 RECEIVED APR 14 2009 PERMIT CENTER 1) z W X ui v Lu a 0 c0 O z 1 F- 0 w Ao cf3 �SHEET� A7 4 OF �11 Structural Notes International Building Code (IBC), 2003 edition, plus local .amendments. Live Loads: Floor 40 psf Roof Snow 25 psf ►ind 85mph, Exposure "B Seismic designed using Simplified Procedure, for Site Class 0 SUS 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 boats through the sill plates of the walls :Overturning forces are transferred from the end members of the shear walls via :Simpson Bald -down hardware into the concrete foundation "walls Foundation: Footings are assumed to have allowable bearing pressure of 1500 psf. The bearing surfaces are to be examined bye 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) Pc = 2,500 psi at 28 days. Use a minimum of 514 sacks of cement per cubic yard of concrete and a maximum of 6% gallons of water per 944 sack of cement. Concrete protection for reinforcing: Bottom of footings 3" Formed surfaces exposed to earth (#5 bars) 1 '/2" All concrete in footings shall be placed monolithically. Aluminum conduit and accessories shall not be embedded in concrete. CaII 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'srecomrrtendations 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. WWF shall be held in position with #5 raiser bars at 4' 0.C. each way. Steel Anchor Rods (Bolts): Use galvanized, headed anchor bolts per ASTM F11554, 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 lumber. Structural LumberlTilmber All lumber shall be graded in accordance with current Rules for Western Lumber. Use the following species unless noted otherwise on the plans 2x6 "Studs Joists & Rafters Headers & Flush Beams Beams (4x) Beams and Columns (6x Glued Laminated beams to be western species, 24 F, 17E 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 plywood shall be APA rated sheathing (CDX) with a minimum span 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 nails 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 -1554 Grade A36) sizes and s acin s Provide 3" x 3"`x 114" galvanized late washers for each sill plate anchor bolt between the sill plate and the nut j\j \J A Standard Grading and minimum'grades 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 the architectural s. Fabricator shall submit shop materials s specified on th a p : l . : . o' approval .data for. the mechanical connectors to ::co drawings, calculations and code the Engineer for review prior to fabrication. Verify all truss lengths in the field nrio tc fabrication Framing Notes: Roof Framing: 1 Provide continuous vented solid blocking for roof framing at supports. panel edges :at spacings shown on the plan and at . 2. ...Nail thesheathing a p p g p 12" o.c. at intermediate supports. 3. Roof diaphragms are unblocked. Wall Framing: Hotdipped galvanized .headed anchor bolts shall be located 6" from each end of the sill plate and ,at 4' -n" o.c. (maximum) using 5/8 diameter F1554, Grade. 36 headed bolts. with 7" (min.) embedment into the concrete. Place galvanized :2 " °square by 3/16" steel plate the sill plate. etween h nut and ll ere b t e as e washers P .. :H .: Studs, plates and blocking to be F' #2 or better. to studs, Nail all edges of panels per the Schedule ' t s , p lates and �� C i bid k n g 4. . Nail the interior Of . each anel to the framing : at 12 o.c. P 0 A See the Foundation Plan, Second Floor Framing Plan, or building . and for locations of Simpson Strong-Tie hold-downs elevations o ,.: g T . ra st s l h Where hold-downs are called out, connect them to double studs using fasteners recommended by Simpson Strong -Tie. Miscellaneous: P VI e location of all openings :with'Architect s. drawings. o d Vera size::and coat on o 1 _._ i it d until all permanent nen connections i h re ui a nt 1 rri t temporary bracing as a ave been h e ba rnp iY O q p .... installed. A ir 'G522' x 3' - w/ 14 -10d(1/2 E.E.) 1 'PHD2 -51,53' (TYP. FOR 5) NORTH ELEVATION SCALE: 1 /4 "= 1 ' -0" 114 SOUTH ELEVATION SCALE: 1 /4 " =1 -0" W G IT 'PH172 -5175 -V (TYP. FOR 4) 1" '651 4' x 3' -O" w/ 34-10d(1 /2 E.E.) (TYP FOR 4) 'G522' X 3' -O" w/ 1 4- 1 Od (1 /2 E.E.) lw � A SHEAR, WALL ELEVATIONS NAIL SCHEDULE SIZE GOMMON LENGTH Scl " 2.5" 1 Ocl " 3.00" 1 2c1 " 3.25" 1 6d " 3.50" PIAM. 0. 131" 0. 1 4 S" 0.1 4E3" 0. 1 62" NOV 30 2010 ri] 'PHD2 -51753' w /5/S" A.B. EAST ELEVATION SCALE: 1 /4 "= 1' -0" '651 S' x 2'-6" w/ 20 -1Od( 1/2 E.E. TYP.1 OR 4) SCALE: 1 /4 " =1' -O" 11 6 'G522' x S' -O" w/ 14 -1 Od (1 /2 E.E.) (TYP. FOR 1 ) I V4 WEST ELEVATION I wet m 'PHD2 -51753' ] 1 0520'w/ 1 6- 1 Od --A HALF E.E. 116 'C522' x 4' -6" w/ 1 4 -1 Od NAILS (1 /2 E.E.) 'PHD2 -51753' w /5/8" A.B. '(L+ 1S ")w14- 10d(1/2 E.E.) 'G5 w/ CODE COMP FOR ECEIVEA LIAIVGER APPROVED . APR 1 4 2009 MAY 2 9 2009 PERMIT CENTER City of Tukwila BUILDING DIVISION t SHEAR WALL SCHEDULE 13 Where wood sheathing is applied over sum sheathing , engineer of record for. l : alternate nailing e [ 1 g �} pR gYP g G (} 9 g rUirements. q At adjoining ne edes, 2 2 studs na iled together May be used in ace:of:a sin le 3x :stud; Double 2x studs ma : b' connected together by nail the 1 1 panel 9 O g Y place 9 y ,l3 _ Y nailing he studgth s together with 3" long w nails of the sames acin and diameter as t p late nailin A spacing p - -.. [15] Contact the engineer of record for adhesive or expansion bolt alternatives to cast-in-place ; anchor bolts. (special inspection may be required) _ 2' x S' -o" 4 -1 Od (1/2 E.E.) 2X Bottom Plate Slll Plate Attachment: h .. ttac mu:. Naih n To Wooend Anahar Bolt to Con rate Be1 Below C 01N. 0.162" x 3 5:'' 6" 0 C. 518" DIA..c 48" 1,:C: 0.162" x 3:5" .@ 4 �. 518" DIA. '42132" 1 I SIII Plata Size @ Foundation t1. PLF Capacity 2x . 213 2x 311 0.182 "x3.5' @2 "'0C 1s/8 DtA@)-18" 0.C.1 2W3 :[1] Install: panels. either horizohtally or vertically [2] Where sheathing is applied on. both aides of wall,: panel` edge Joints on•2x•framing shall :besteggered so that joints on the opposite Idea are not located. on the same studs.. 3 ] 9 q panel 9 BIackin Is -re q uired:at all anel ed es:. : . ,. i , 4 rovide Shear wall hea in and o P ea a s t nd ailin for. the: entire 1e o h n nth f the wells indicated an the le s n Ends of full height Walls. ere d esi ed b re rat eater o [ irof ] g the building, co d 9 . _. , 8 p .:. 9 8 by 9. corridors, windows, or doorways or as.designeted on plans.: See. plans for I oldown.requirements.Alternate note: watis perforated ShearWallsreotittasheathing above and below all openings} 5 Sheathing ;ed e:nall[n Is required at ail holdown osts. E d a nailin ma also be re� uired. each used l ulit- - h l ow [ l S 5 . 5 : 5 q .. p ... g g , Y b q ,. Eo e n b up o d n posts Refer to the. holdown detalls for additional information 161 Interrnediete framing to: be with 2x minimum members: • F ield nailing 12 ".n.C. Basedon.0 :131 x 1 1/2" lon nails :used to attach.framin clips directly :to.framin : •••Use 0131 x 2•••112" .nalis where:installedover sheathin i71 g A P 9 9 [8 Framing clips: A35.or LTP5 or.a proved :equivalent ] P , [9] Where plate attachment specifles (2) rows of nails, provide double foist; rim or equal; Attach per details • [101 (in Seisinic Design Categories D,E&P Anchor bolts shall be provided:witt .steel ptate:washers 3116" i2 "x2'.': Embed anchor.bolts 7" minimum into the. concrete. 11 ressure treated ateri l can c ssiv c ros f e . r� o i zed (electro- plating Is not acceptable [ ] P tit , . a n sure exce a r o, lon.ln •the. aster rs P o e. h trdlpped galvanized ). nalls and::contrector plates: _ , I . n framin angles, etc.. o al con actors incontact with e ressur treated:framin mmbers_; » � `` ( g 9 ) p g e d Alternate Notes . .. 1121 7116' APA rated sheathing (08B) may be used In place of 15132" sheathing provided that all studs are spaced at 16 "-a G. Rim Joist or block connection to top ate P pi mtel.: 1 A35 1 Q 24" 0.C. ::'A35'@ 18" O.G. A35 8" .0.C: APA Rated Label Sheathing (11[2114][12H13j 2W4 .. 15/32" COX 0:131 "x2,5' Nail Size & Spacing Edges tgl51 We 15/32" CDX 0.131'5(2.5" Q 6" :O.C, W4 15/32" CDX 0.131"x2.5" c 4" a0.C. W3 , Stud Blocking g Size Adjoining Edg PROM 41 -SHEET- A8 OF % 11 I xw›. ozcn Structural Notes International Building Code (IBC), 2003 edition, plus local .amendments. Live Loads: Floor 40 psf Roof Snow 25 psf ►ind 85mph, Exposure "B Seismic designed using Simplified Procedure, for Site Class 0 SUS 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 boats through the sill plates of the walls :Overturning forces are transferred from the end members of the shear walls via :Simpson Bald -down hardware into the concrete foundation "walls Foundation: Footings are assumed to have allowable bearing pressure of 1500 psf. The bearing surfaces are to be examined bye 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) Pc = 2,500 psi at 28 days. Use a minimum of 514 sacks of cement per cubic yard of concrete and a maximum of 6% gallons of water per 944 sack of cement. Concrete protection for reinforcing: Bottom of footings 3" Formed surfaces exposed to earth (#5 bars) 1 '/2" All concrete in footings shall be placed monolithically. Aluminum conduit and accessories shall not be embedded in concrete. CaII 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'srecomrrtendations 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. WWF shall be held in position with #5 raiser bars at 4' 0.C. each way. Steel Anchor Rods (Bolts): Use galvanized, headed anchor bolts per ASTM F11554, 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 lumber. Structural LumberlTilmber All lumber shall be graded in accordance with current Rules for Western Lumber. Use the following species unless noted otherwise on the plans 2x6 "Studs Joists & Rafters Headers & Flush Beams Beams (4x) Beams and Columns (6x Glued Laminated beams to be western species, 24 F, 17E 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 plywood shall be APA rated sheathing (CDX) with a minimum span 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 nails 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 -1554 Grade A36) sizes and s acin s Provide 3" x 3"`x 114" galvanized late washers for each sill plate anchor bolt between the sill plate and the nut j\j \J A Standard Grading and minimum'grades 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 the architectural s. Fabricator shall submit shop materials s specified on th a p : l . : . o' approval .data for. the mechanical connectors to ::co drawings, calculations and code the Engineer for review prior to fabrication. Verify all truss lengths in the field nrio tc fabrication Framing Notes: Roof Framing: 1 Provide continuous vented solid blocking for roof framing at supports. panel edges :at spacings shown on the plan and at . 2. ...Nail thesheathing a p p g p 12" o.c. at intermediate supports. 3. Roof diaphragms are unblocked. Wall Framing: Hotdipped galvanized .headed anchor bolts shall be located 6" from each end of the sill plate and ,at 4' -n" o.c. (maximum) using 5/8 diameter F1554, Grade. 36 headed bolts. with 7" (min.) embedment into the concrete. Place galvanized :2 " °square by 3/16" steel plate the sill plate. etween h nut and ll ere b t e as e washers P .. :H .: Studs, plates and blocking to be F' #2 or better. to studs, Nail all edges of panels per the Schedule ' t s , p lates and �� C i bid k n g 4. . Nail the interior Of . each anel to the framing : at 12 o.c. P 0 A See the Foundation Plan, Second Floor Framing Plan, or building . and for locations of Simpson Strong-Tie hold-downs elevations o ,.: g T . ra st s l h Where hold-downs are called out, connect them to double studs using fasteners recommended by Simpson Strong -Tie. Miscellaneous: P VI e location of all openings :with'Architect s. drawings. o d Vera size::and coat on o 1 _._ i it d until all permanent nen connections i h re ui a nt 1 rri t temporary bracing as a ave been h e ba rnp iY O q p .... installed. A ir 'G522' x 3' - w/ 14 -10d(1/2 E.E.) 1 'PHD2 -51,53' (TYP. FOR 5) NORTH ELEVATION SCALE: 1 /4 "= 1 ' -0" 114 SOUTH ELEVATION SCALE: 1 /4 " =1 -0" W G IT 'PH172 -5175 -V (TYP. FOR 4) 1" '651 4' x 3' -O" w/ 34-10d(1 /2 E.E.) (TYP FOR 4) 'G522' X 3' -O" w/ 1 4- 1 Od (1 /2 E.E.) lw � A SHEAR, WALL ELEVATIONS NAIL SCHEDULE SIZE GOMMON LENGTH Scl " 2.5" 1 Ocl " 3.00" 1 2c1 " 3.25" 1 6d " 3.50" PIAM. 0. 131" 0. 1 4 S" 0.1 4E3" 0. 1 62" NOV 30 2010 ri] 'PHD2 -51753' w /5/S" A.B. EAST ELEVATION SCALE: 1 /4 "= 1' -0" '651 S' x 2'-6" w/ 20 -1Od( 1/2 E.E. TYP.1 OR 4) SCALE: 1 /4 " =1' -O" 11 6 'G522' x S' -O" w/ 14 -1 Od (1 /2 E.E.) (TYP. FOR 1 ) I V4 WEST ELEVATION I wet m 'PHD2 -51753' ] 1 0520'w/ 1 6- 1 Od --A HALF E.E. 116 'C522' x 4' -6" w/ 1 4 -1 Od NAILS (1 /2 E.E.) 'PHD2 -51753' w /5/8" A.B. '(L+ 1S ")w14- 10d(1/2 E.E.) 'G5 w/ CODE COMP FOR ECEIVEA LIAIVGER APPROVED . APR 1 4 2009 MAY 2 9 2009 PERMIT CENTER City of Tukwila BUILDING DIVISION t SHEAR WALL SCHEDULE 13 Where wood sheathing is applied over sum sheathing , engineer of record for. l : alternate nailing e [ 1 g �} pR gYP g G (} 9 g rUirements. q At adjoining ne edes, 2 2 studs na iled together May be used in ace:of:a sin le 3x :stud; Double 2x studs ma : b' connected together by nail the 1 1 panel 9 O g Y place 9 y ,l3 _ Y nailing he studgth s together with 3" long w nails of the sames acin and diameter as t p late nailin A spacing p - -.. [15] Contact the engineer of record for adhesive or expansion bolt alternatives to cast-in-place ; anchor bolts. (special inspection may be required) _ 2' x S' -o" 4 -1 Od (1/2 E.E.) 2X Bottom Plate Slll Plate Attachment: h .. ttac mu:. Naih n To Wooend Anahar Bolt to Con rate Be1 Below C 01N. 0.162" x 3 5:'' 6" 0 C. 518" DIA..c 48" 1,:C: 0.162" x 3:5" .@ 4 �. 518" DIA. '42132" 1 I SIII Plata Size @ Foundation t1. PLF Capacity 2x . 213 2x 311 0.182 "x3.5' @2 "'0C 1s/8 DtA@)-18" 0.C.1 2W3 :[1] Install: panels. either horizohtally or vertically [2] Where sheathing is applied on. both aides of wall,: panel` edge Joints on•2x•framing shall :besteggered so that joints on the opposite Idea are not located. on the same studs.. 3 ] 9 q panel 9 BIackin Is -re q uired:at all anel ed es:. : . ,. i , 4 rovide Shear wall hea in and o P ea a s t nd ailin for. the: entire 1e o h n nth f the wells indicated an the le s n Ends of full height Walls. ere d esi ed b re rat eater o [ irof ] g the building, co d 9 . _. , 8 p .:. 9 8 by 9. corridors, windows, or doorways or as.designeted on plans.: See. plans for I oldown.requirements.Alternate note: watis perforated ShearWallsreotittasheathing above and below all openings} 5 Sheathing ;ed e:nall[n Is required at ail holdown osts. E d a nailin ma also be re� uired. each used l ulit- - h l ow [ l S 5 . 5 : 5 q .. p ... g g , Y b q ,. Eo e n b up o d n posts Refer to the. holdown detalls for additional information 161 Interrnediete framing to: be with 2x minimum members: • F ield nailing 12 ".n.C. Basedon.0 :131 x 1 1/2" lon nails :used to attach.framin clips directly :to.framin : •••Use 0131 x 2•••112" .nalis where:installedover sheathin i71 g A P 9 9 [8 Framing clips: A35.or LTP5 or.a proved :equivalent ] P , [9] Where plate attachment specifles (2) rows of nails, provide double foist; rim or equal; Attach per details • [101 (in Seisinic Design Categories D,E&P Anchor bolts shall be provided:witt .steel ptate:washers 3116" i2 "x2'.': Embed anchor.bolts 7" minimum into the. concrete. 11 ressure treated ateri l can c ssiv c ros f e . r� o i zed (electro- plating Is not acceptable [ ] P tit , . a n sure exce a r o, lon.ln •the. aster rs P o e. h trdlpped galvanized ). nalls and::contrector plates: _ , I . n framin angles, etc.. o al con actors incontact with e ressur treated:framin mmbers_; » � `` ( g 9 ) p g e d Alternate Notes . .. 1121 7116' APA rated sheathing (08B) may be used In place of 15132" sheathing provided that all studs are spaced at 16 "-a G. Rim Joist or block connection to top ate P pi mtel.: 1 A35 1 Q 24" 0.C. ::'A35'@ 18" O.G. A35 8" .0.C: APA Rated Label Sheathing (11[2114][12H13j 2W4 .. 15/32" COX 0:131 "x2,5' Nail Size & Spacing Edges tgl51 We 15/32" CDX 0.131'5(2.5" Q 6" :O.C, W4 15/32" CDX 0.131"x2.5" c 4" a0.C. W3 , Stud Blocking g Size Adjoining Edg PROM 41 -SHEET- A8 OF % 11 RIDGE PLATE FIN. FL. PLATE FIN. FL. GARAGE FIN. F I . I L_J C C O C RIDGE PLATE FIN. FL. PLATE FIN. FL. GARAGE FIN. FL. H - - T NORTH ELEVATION SCALE: 1 /4 "= 1 ' -O" { I r I I L Q EAST ELEVATION SCALE: 1 /4 " =1' -O" II L F - - -H 11 lac e rg NOV 3 2010 REVIEWED FOR CODE COMPLIANCE APPROVED MAY 2 9 2009 City of Tukwila BUILDING DIVISION 1 RECEIVED APR 1 4 2009 PERMIT CENTER J Nt. < J , -SHEET- A9 %1 r4r ► -trAo-OZ RIDGE PLATE FIN. FL. PLATE FIN. FL. GARAGE FIN. F I . I L_J C C O C RIDGE PLATE FIN. FL. PLATE FIN. FL. GARAGE FIN. FL. H - - T NORTH ELEVATION SCALE: 1 /4 "= 1 ' -O" { I r I I L Q EAST ELEVATION SCALE: 1 /4 " =1' -O" II L F - - -H 11 lac e rg NOV 3 2010 REVIEWED FOR CODE COMPLIANCE APPROVED MAY 2 9 2009 City of Tukwila BUILDING DIVISION 1 RECEIVED APR 1 4 2009 PERMIT CENTER J Nt. < J , -SHEET- A9 %1 SINOWIAIOD PER CITY REQUIREMENTSj ELLV 1 bO /8 /i 'OM N p44.1> El PH LJ / \ / EI / --- / / /\ SOUTH ELEVATION SCALE: 1 /41 WEST ELEVATION SCALE: 1 /4" 1 '-0" H L J 11 I I I I I I L 1 J - 4 1 7 7 -LTITA-7-74;VT - 9 7 4-7 1 -T- 131 : 111 : 11 TT-P 7 - 121 : 11 - 1.- T f -T I T=IL I TZ . ', -,4 ..-W,C .,ITT-M -I: .., 17 .- -1, r` - - --, 7 -71-T- P D M I :jf i F d I• 'V=1T,EF,T.fl1111 Ji - - - - 14 -1 111117 1- * T ' T1 1 j111 r 1 Ill I . 1 d_11. 1 TM J.LT11_1.11 1,' ' ' ' ' ' ' t_J__J 1 1_11 1 _, I L.Jt i l 1 11.0,1 11_1141,1 .11J.17. 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LILIIIILJ .L11_1q_u_ 1.1.1_ L .1__Lt li J AI- Il II 11 11 t I1J I "1111,111.J.L111HIL__19_11.,i, 1_1 LLi. 11.b.01_1 I 11,11_7_. 1J 1.0 t11 U LI h 1 MIMI 1 1111.11111111 ,II4I I POH,111,„1 - 1' - ' ,A), j).4 PAIL) T Lij i LiiiiLa L I 11.1_411.1j_11,11_ U , if, L .1 _,N111_1, La l l .L_iiiii111. Li 1 :f1 1 _1 1 .1 1 )1 11 ,1 - 1_ 1- 1 1 1 10 1 ti "41 1 I 11._a. 1 I 41_ Itil 11 I -. . iJ J, I Ill 1 ILL [ ._ c ,.1_, 1 T 1I II VII.LAL_Ii f ,li 1 ' \ .1,LJ at l k S ' II .J ' j 1 1 . L11 II Lii ''' r JU I 1 L .1.1,1 1,1 j 1 I 111 1 r_41.1._11 li .JJ ... 1 11111JI ILL 1.11 11, 1 I l L,1.1" t ittui 11.11 LILL .1_,I . \ 41-111LJIJ. fli ,1 II li 7 li 11 ' 1 1 II II I II II il Illi 11 It III 1 ; ; 11 11_1 1i 1 _,! - C f . L l i d 1 111_, I 1 U J 1,L11. 1 y I U.014 1 IL_p_p U \ - - \ L / S PLATE FIN. FL. PLATE FIN. FL. -6" (T'1' GARAGE FIN. FL. 1111M 11111041111 1.2 RIDGE PLATE FIN. FL. PLATE FIN. FL. GARAGE FIN. FL. kxr NOV 3. 2010 REVIEWED FOR CODE COMPLIANCE APPROVED MAY 2 9 2009 City of Tukwila BUILDING DIVISION RECEIVED APR 1 4 2009 PERMIT CENTER (1) ITIMI11110 SHEBT A1 / OF / 1 1