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HomeMy WebLinkAboutPermit D07-090 - CITY OF TUKWILA - HABITAT FOR HUMANITY - NEW HOUSEHABITAT FOR HUMANITY 12230 43 AV S D07.090 Parcel No.: 0179000270 Address: 12230 43 AV S TUKW Suite No: Tenant: Name: HABITAT FOR HUMANITY Address: 12230 43 AV S , TUKWILA WA City ,if 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 Owner: Name: CITY OF TUKWILA Address: 6200 SOUTHCENTER BLVD , TUKWILA WA 98188 Phone: Contact Person: Name: KELLY MORGAN Address: 15439 53 AV S, STE B , TUKWILA WA 98188 Phone: 206 292 -5240 X 107 Contractor: Name: HABITAT FOR HUMANITY /SEA/SO KC Address: 15439 53 AV S, STE B , TUKWILA WA 98188 Phone: 206 292 -5240 Contractor License No: HABITFH972LD DEVELOPMENT PERMIT Permit Number: D07 - 090 Issue Date: 07/13/2007 Permit Expires On: 01/09/2008 Value of Construction: $134,915.44 Fees Collected: $3,171.55 Type of Fire Protection: NONE International Building Code Edition: 2003 Type of Construction: VB Occupancy per IBC: 22 * *continued on next page ** Expiration Date: 05/04/2008 DESCRIPTION OF WORK: CONSTRUCTION OF A 1370 SF SFR WITH 164 SF OF COVERED DECK PUBLIC WORKS ACTIVITIES INCLUDE NEW SANITARY SIDE SEWER, ACCESS DRIVEWAY, STORM DRAINAGE, WATER SERVICE W/WATER METER RECONNECT. doc: IBC-10 /06 D07 -090 Printed: 07 -13 -2007 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N Fire Loop Hydrant: N Flood Control Zone: Hauling: N Land Altering: Y Landscape Irrigation: Moving Oversize Load: Sanitary Side Sewer: Sewer Main Extension: Storm Drainage: Street Use: Water Main Extension: Water Meter: N City (LiTukwila 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 Number: 0 Size (Inches): 0 Start Time: Volumes: Cut 40 c.y. Start Time: End Time: Private: Public: Profit: N Non - Profit: N Private: Public: Z.6( Cry /i 3/07 Permit Center Authorized Signature: (�,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 permi does not presume to • 've authority to violate or cancel the provisions of any other state or local laws regulating construction o e p ce of wor = thorized to sign and obtain this development permit. Signs / / 07 Permit Number: D07 -090 Issue Date: 07/13/2007 Permit Expires On: 01/09/2008 End Thee: Fill 0 c.y. Print Name: M /`7,i C � 2c),2 This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. doc: IBC /06 D07 -090 Printed: 07 -13 -2007 Parcel No.: 0179000270 Address: Suite No: Tenant: 1: ** *BUILDING DEPARTMENT CONDITIONS * ** doc: Cond - 10/06 12230 43 AV S TUI W 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 HABITAT FOR HUMANITY PERMIT CONDITIONS Permit Number: Status: Applied Date: Issue Date: D07 -090 ISSUED 03/19/2007 07/13/2007 2: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the Building Official. 3: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431 - 3670). 4: All permits, inspection records, and approved plans shall be at the job site and available to the inspectors prior to start of any construction. These documents shall be maintained and made available until final inspection approval is granted. 5: Truss shop drawings shall be provided with the shipment of trusses delivered to the job site. Truss shop drawings shall bear the seal and signature of a Washington State Professional Engineer. Shop drawings shall be maintained on the site and available to the building inspector for inspection purposes. 6: All construction shall be done in conformance with the approved plans and the requirements of the International Building Code or International Residential Code, International Mechanical Code, Washington State Energy Code. 7: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 8: All wood to remain in placed concrete shall be treated wood. 9: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 10: All construction noise to be in compliance with Chapter 8.22 of the City of Tukwila Municipal Code. A copy can be obtained at City Hall in the office of the City Clerk. 11: Ventilation is required for all new rooms and spaces of new or existing buildings and shall be in conformance with the International Building Code and the Washington State Ventilation and Indoor Air Quality Code. 12: Except for direct -vent appliances that obtain all combustion air directly from the outdoors; fuel -fired appliances shall not be located in, or obtain combustion air from, any of the following rooms or spaces: Sleeping rooms, bathrooms, toilet rooms, storage closets, surgical rooms. 13: Equipment and appliances having an ignition source and located in hazardous locations and public garages, PRIVATE GARAGES, repair garages, automotive motor -fuel dispensing facilities and parking garages shall be elevated such that the source of ignition is not less than 18 inches above the floor surface on which the equipment or appliance rests. 14: Water heaters shall be anchored or strapped to resist horizontal displacement due to earthquake motion. Strapping shall be at points within the upper one -third and lower one -third of the water heater's vertical dimension. A minimum distance of 4- inches shall be maintained above the controls with the strapping. 15: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the Cityof Tukwila 007 -090 Printed: 07 -13 -2007 Permit Center. City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us 16: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206 - 431 - 3670). 17: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the Building Official from requiring the correction of errors in the construction documents and other data. 18: ** *FIRE DEPARTMENT COND1TiONS * ** 19: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 20: 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) 21: 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) 22: Fire hydrants shall conform to American Water Works Association specifications C- 502 -54; it shall be compression type, equipped with two 2 -1/2" N.S.T. hose ports and one 5" Storz pumper discharge port, and shall have a 1 -1/4" Pentagon open -lift operating nut. (City Ordinance #2052) 23: An approved water supply capable of supplying the required fire flow for fire protection shall be provided to all premises upon which facilities, buildings or portions of buildings are hereafter constructed or moved into or within the jurisdiction. When any portion of the facility or building protected is in excess of 150 feet (45,720 mm) from a water supply on a public street, as measured by an approved route around the exterior of the facility or building, on -site fire hydrants and mains capable of supplying the required fire flow shall be provided when required by the chief. (IFC Appendix B, Table B 105.1) (IFC 508.1 thru 508.5.6) 24: Water supply is allowed to consist of reservoirs, pressure tanks, elevated tanks, water mains or other fixed systems capable of providing the required fire flow. In setting the requirements for fire flow, the chief may be guided by Appendix B, Table B 105.1. (IFC 508.2.2) (NFPA 22) 25: The minimum fire flow and flow duration requirements for one - and two-family dwellings having a fire area which does not exceed 3,600 square feet (344.5 m2) shall be 1,000 gallons per minute (3785.4 L/znin.). Fire flow and flow duration for dwellings having a fire area in excess of 3,600 square feet (344.5 m2) shall not be less than that specified in Table A- III -A -1. Exception: A reduction in required fire flow of 50 percent, as approved by the chief, is allowed when the building is provided with an approved automatic sprinkler system. (IFC Appendix B105.1) 26: Fire Department access and existing hydrants shall be constantly maintained during demolition and construction. 27: Adequate ground ladder access to rescue windows shall be provided. 28: Fire hydrant installation requires a Public Works permit. 29: All electrical work and equipment shall conform strictly to the standards of the National Electrical Code. (NFPA 70) 30: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2050 and doc: Cond -10/06 D07 -090 Printed: 07 -13 -2007 #2051) 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 ** 31: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes such condition or violation. does not imply approval of Fire Prevention Bureau at 32: These plans were reviewed by Inspector 512. If you have any questions, please call Tukwila (206)575 -4407. 33: ** *PUBLIC WORKS DEPARTMENT CONDTTiONS * ** 34: Contractor shall notify Public Works Utility Inspector Mr. Greg Villanueva at (206)433 -0179 of commencement and completion of work at least 24 hours in advance. 35: 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. 36: Any material spilled onto any street shall be cleaned up immediately. 37: Temporary erosion control measures shall be implemented as the first order of business to prevent sedimentation off -site or into existing drainage facilities. 38: From October 1 through April 30, cover any slopes and stockpiles that are 3H: 1V or steeper and have a vertical rise of 10 feet or more and will be unworked for greater than 12 hours. During this time period, cover or mulch other disturbed areas, if they will be unworked more than 2 days. Covered material must be stockpiled on site at the beginning of this period. Inspect and maintain this stabilization weekly and immediately before, during and following storms. 39: From May 1 through September 30, inspect and maintain temporary erosion prevention and sediment at least monthly. All disturbed areas of the site shall be permanently stabilized prior to final construction approval. 40: The site shall have permanent erosion control measures in place as soon as possible after final grading has been completed and prior to the Final Inspection. 41: Driveways shall be paved for a minimum distance of 20' from the edge of the existing road pavement. 42: Prior to final permit sign -off developer shall pay Ring County Residential Sewer Capacity Charges and submit payment receipt to Public Works. 43: Applicant shall submit a revision to Public Works if driveway material (pervious concrete) on private property is to be substituted w /other pavement material. D07 -090 Printed: 07 -13 -2007 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us I hereby certify that I have read these conditions and will comply with them as outlined. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provision of any other work or local laws regulating construction or the performance of work. Signs Print Name: doc: Cond - 10/06 Date: V (/L 1,, D07 -090 Printed: 07 -13 -2007 ■na I a %.sI ■ V R 1■a -ra Community Developme• 7epartment Public Works Departme&-' Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.ci.tukwila.wa.us Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. * *Please Print ** Site Address: 1 4-3'' Ave S King Co Assessor's Tax No.: 01 °t 00729 0 Suite Number: Floor: Tenant Name: New Tenant: ❑ .... Yes ❑ ..No Property Owners Name: -1-in 19, 4- -6r Hu rn10.v1 l '�-l - o , K.1 v1 G � (✓O , p� Mailing Address: 154 \ /e t Sut �e F� TUkv0 i (t.` clg 1 O C� City State Zip Name: 1 �44 t L 1*-1 0 r Q h Day Telephone: 7-00 — 29 2— 52-40 eie 101 Mailing Address: 15 43 Q r d Pt Vt? S �Sui+t -r 4&w t 1 a 'AA Gm/ 'ink' g 53 6 City State Zip E -Mail Address: k Yl()!� 1^G�G n CA4He - VIOL b 'Ft . ore] Fax Number: 20 (o - 29'Z-f 2-4 GENERAL, CONTEACTO.R INFORMATION ( Contractor Information for Mechanical (pg_4) for Plumbing and Gas Piping (pg - Sea1-}-k. / 5 0 . K ✓1 5 ex) l f c / - r-u k to't ZI City (1c .147 -te 5a 4 -10 X, 8'4 Day Telephone:iRou) q7?,- r, Rrn Fax Number: WO - - Say- 1-1 uti 4-at Far 1- -1Arncone 1-1-561 5rel AJe 6 ) Contact Person: (t,1 heS E -Mail Address: h v rr� ar 3 cM4 ( tic. hcA ket# . . bl�tne� � �orl+l., — haht+a -F. or' Contractor Registration Number: 1-A11 ITFt -t ci 1 2, L t Company Name: Mailing Address: ARCHITECT OFRECORD - A11 plans must be wet stamped by Architect of 1 • Company Name: Flo p e / Wa C Ofr rr Mailing Address: fit 1 1 Atilt &u f l' to( Contact Person: ‘ Jc ti r1 t lO pp e_. E -Mail Address: j l &O p pe. ( k1N 0.( d, . < D r✓1 ENGINEER OF RECORD All plans must be wet stamped bit Company Name: see A rc i nt 4 e 0C - Repnrci Mailing Address: Contact Person: E -Mail Address: Q:1Appliations\Porms- Application On Line3-2006 - Permit Application.doc Revised: 4 -2006 bh Expiration Date: Seaffle W A state Day Telephone: (20(o 3 y — 5115 Fax Number. ( O b)3 -( State gJ(oy Zip -5 Zip City Day Telephone: Fax Number: Page 1 of 6 Valuation of Project (contractor's bid price): $ C i O 000 Existing Building Valuation: $ 1 no 3. e--CC et V 4- fo btAA k vlp t) Z Strbe Li 4- bit^ v-oo Scope of Work (please provide detailed information): Will there be new rack storage? ❑ ..Yes No (If yes, a separate permit and plan submittal will be required) Provide All Building Areas in Square. Footage Below 1" Floor 2"° Floor 3 Floor Floors Basement Accessory Structure* Attached Garage Detached Garage Attached Carport Detached. Carport Covered Deck Uncovered Deck Existing Interior Remodel Addition to Existing Structure New hs5 (o`$ Type of :... Construction 'perIBC Type- of Occupancy. per IBC SFU-- PLANNING DIVISION: / - QQ 5 5 Single - family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) (0 C) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area for accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: 1 Compact: Handicap: Will there be a change in use? ❑ ....Yes Ft If "yes', explain: FIRE PROTECTION/HAZARDOUS MATERIALS: ❑.. Sprinklers ❑ ..Automatic Fire Alarm .None ❑ . Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ _Yes No If "yes", attach list of materials and storage locations on a separate 8 -1/2 x 11 paper indicating 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. Q:Mpplications\Forms- Applications On Line\3 -2006 - Permit Application.doc Revised: 4-2006 bh Page2of6 YU1fL14 :W V1cna rJL'1Uy11i 111rl.Rluv1.4 41.irv- 't„3J -vl /7 Scope of Work (please provide detailed inxormation): Water District Tukwila 0... Water District #125 ...Water Availability Provided Sewer District . Tukwila ❑ ...Sewer Use Certificate g ...Total Cut 40 cubic yards ...Total Fill (') cubic yards ❑... ValVue 0... Sewer Availability Provided 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 1 9, Right -of -way Use - No Disturbance ... Construction /Excavation/Fill - Right -of -way Non Right -of -way 0 ...Sanitary Side Sewer ❑ ...Cap or Remove Utilities ❑ ...Frontage Improvements J ...Traffic Control '...Backflow Prevention - Fire Protection " Irrigation " Domestic Water 11 X .Permanent Water Meter Size... ❑ ...Temporary Water Meter Size.. `J ❑ ...Water Only Meter Size g..Sewer Main Extension Public ❑ ...Water Main Extension Public Q:Upplications\Forms- Applications On Line 3 -2006 • Permit Application.doc Revised: 4-2006 bh Call before you Dig: 1- 800 -424 -5555 Please refer to Public Works Bulletin #1 for fees and estimate sheet. Abandon Septic Tank ❑ .. Curb Cut ❑ .. Pavement Cut ❑ .. Looped Fire Line ❑ .. Highline Private X Private 7U ❑ ...Renton ❑ .. Renton ❑ ... Seattle ❑ .. Approved Septic Plans Provided ❑ .. 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 ❑ ...Traffic Impact Analysis ❑ ...Hold Harmless — (SAO) 0... Hold Harmless — (ROW) ❑ .. Grease Interceptor O .. Channelization ❑ .. Trench Excavation ❑ .. Utility Undergrounding ❑...Deduct Water Meter Size FINANCE INFORMATION Fire Line Size at Property Line Number of Public Fire Hydrant(s) ...Water ...Sewer ...Sewage Treatment Monthly Service Billing to: Name: 4-kC4 k7I kt* p)r I9 I SO K w J Co Day Telephone: 1 10t0 - 2- ° Z' 5 24O �Kf 10 Mailing Address: 1514 ? c 53 P � , Flu; j42.. B T ty � 1 t ('1. GOA ` State q Esp Water Meter Refund/Billing: Name: ( Y . QS A IOD v.& Mailing Address: Day Telephone: City State Zip Page 3 of 6 Unit Type: Qty Unit Type: Qty Unit Type: Qty `' : Boiler /Compressor: Qty Furnace<100K BTU Air Handling Unit >10,000 CFM Fire Damper 1 0-3 HP /100,000 BTU I Furnace>100K BTU Evaporator Cooler 0 Diffuser 0 3 -15 HP /500,000 BTU Floor Furnace Ventilation Fan Connected to Single Duct c Thermostat I 1 15 -30 HP /1,000,000 BTU Suspended/Wall/Floor Mounted Heater Ventilation System ,< Wood/Gas Stove 0 30 -50 HP /1,750,000 BTU Appliance Vent Hood and Duct 1 Water Heater 1 50+ HP /1,750,000 BTU Repair or Addition to Heat/Refrig/Cooling System Incinerator - Domestic Emergency Generator Air Handling Unit <10,000 CFM Incinerator — Comm/Ind " Other Mechanical Equipment ,o( f MECHANICAL CONTRACTOR INFORMATION Company Name: t — kalni, -lVYto vl l Mailing Address: 15(-4 c j 3rd F, 5) ! Contact Person: 1 Y) ( In fS E -Mail Address: 19k i ✓1 es Sohn H (e. — 61/16+ . O rq Contractor Registration Number: ti-A 8 rl FF+ Q7 2LD Expiration Date: Valuation of Project (contractor's bid price): $ � 1 00 Scope of Work (please provide detailed information): (h 4fal ( I Q -a to \1/■- 6361 O- 2 Iro- kin roov i S I PA( Ina Use: Residential: New ....xi Replacement -... ❑ Commercial: New . -.. ❑ Replacement .... ❑ Fuel Type: Electric ❑ Gas ... Other: Indicate type of mechanical work being installed and the quantity below: — I so t I L CO Tu kl la (,OA QfIZR City State Zip Day Telephone: (2-0()L/ 3 - "7O ' (o Fax Number: (2h(0)2,C)7,' �I Q:Upphations \Forms- Applications On Line \3-2006 - Permit Appliation.doc Revised: 4-2006 bh Page 4 of 6 Fixture Type: Qty Fixture Type: 18 Fixture Type: Qty Fixture Type: Qty Bathtub or combination bath/shower 2 Drinking fountain or water cooler (per head) Wash fountain Gas piping outlets 2 ;J Bidet 0 Food -waste grinder, commercial Receptor, indirect waste b Clothes washer, domestic i Floor drain 7) Sinks Dental unit, cuspidor ¢1 Shower, single head trap Urinals 4 Dishwasher, domestic, with independent drain 1 Lavatory 2 Water Closet fS Building sewer or trailer park sewer 5' Rain water system— per dram (inside building) ng) :J r Water heater and/or vent ' Industrial waste pretreatment interceptor, including its trap and vent, except for kitchen type grease interceptors 0 Repair or alteration of water piping and/or water treating equipment T Repair or alteration of drainage or vent piping 7 3 Medical gas piping system serving one to five inlets/outlets for specific gas Additional medical gas inlets/outlets — six or more PLUI4I3ING AliI)':GAS PIPIN(' OR1VIATION - 206 -431 `S7 PLUMBING AND GAS PIPING CONTRACTOR INFORMATION Company Name: Mailing Address: city state zip Contact Person: Day Telephone: E -Mail Address: Fax Number: Contractor Registration Number: Expiration Date: Valuation of Project (contractor's bid price): $ Scope of Work (please provide detailed information): 1 h CIO o r h PCrk l,J tth 0 fl Cto M(,t n ck go 5 Inv* (dattli" VO0 1t( 525 C ) Qa5 calm Indicate type of plumbing fixtures and/or gas piping outlets being installed and the quantity below: Q:Uppliations\Fonns- Applications On Line\3-2006 - Permit Application.doc Revised: 4 -2006 bh Page 5 of 6 'PE'RMIT APPLICATION NO' S Applicable to all permits in this Inca 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. Print Name: 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. BUILDIN • • j ■� • OR AUTHO• AGENT: Signa ►are: ( /iii / // R _ __ / Date: 5//9/0 Mailing Address: /��,j9 ,- 3'P /. 5 vtt Date Application Expires: olltoth74— Date Application Accepted: Q:1Applications\Forna- Appliations Oa Line 3 -2006 - Permit Application.doc Revised: 4 - 2006 bh Day Telephone: 2nt ',92 521D X7//3 77.4 e City state Staff Initials: Zip Page 6 of 6 Parcel No.: 0179000270 Address: 12230 43 AV S TUKW Suite No: Applicant: HABITAT FOR HUMANITY Receipt No.: R07 -01384 ACCOUNT ITEM LIST: Description . City of Tukwila Initials: LAW Payment Date: 07/13/2007 12:15 PM User ID: 1632 Balance: $0.00 TRANSACTION LIST: Type Method Description Payment Check 1120 1,732.88 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 Payee: HABITAT FOR HUMANITY OF SEA/SKC BUILDING - RES PW LAND ALT PERMIT FEE PW PERMIT /INSPECTION FEE STATE BUILDING SURCHARGE Account Code Current Pmts 000/322.100 000/342.400 000/342.400 000/386.904 RECEIPT Permit Number: D07 -090 Status: APPROVED Applied Date: 03/19/2007 Issue Date: Payment Amount: $1,732.88 Amount 1,474.88 23.50 230.00 4.50 Total: $1,732.88 doc: Receiot -06 Printed: 07 -13 -2007 RECEIPT NO: R07 -00391 Initials: JEM User ID: 1165 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 Payee: HABITAT FOR HUMANITY SET ID: S000000708 SET NAME: HABITAT FOR HUMANITY SET TRANSACTIONS: Set Member Amount D07 -090 1,438.67 M07 -051 34.31 PG07 -067 64.00 TOTAL: 1,536.98 TRANSACTION LIST: Type Method Description Amount Payment Check 23571 ACCOUNT ITEM LIST: Description PLAN CHECK - RES PW BASE APPLICATION FEE PW PLAN REVIEW SET RECEIPT TOTAL: Payment Date: 03/19/2007 Total Payment: 1,536.98 1,536.98 1,536.98 Account Code Current Pmts 000/345.830 1,056.98 000/322.100 250.00 000/345.830 230.00 TOTAL: 1,536.98 Project l r . I t r (' wl�, $, i 1.41 7f%✓� Type of Inspection:F, A r Address: 1,2 61 30 1 13 Av 5 Date Called: 12127/02 Special Instructions: Date Wanted: a.m. 12/2-7/ 1 �D9 Requester: 1171 Phone No: 2- P q q•Z 5'2 IN PECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 120 PERMIT NO. (206)431 -36 El Approved per applicable codes. El Corrections required prior to approval. COMMENTS: ►/ DL. - IF'K l 1 f (Inspector: Date: /2729/0 2 $58.00 ER INS E1� CTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. 'Receipt No.: (Date: Project: Sprinklers: Type of Inspection: Address: Suite #: (2 �� — c+3 frW S Contact Person: Special Instructions: Monitor: Phone No.: Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: / Monitor: Pre -Fire: Permits: Occupancy Type: ( 0 -4, INSPECTION NUMBER CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206 -575- Approved per applicable codes. INSPECTION RECORD Retain a copy with permit DO-7 - o90 PERMIT NUMBERS n Corrections required prior to approval. COMMENTS: Inspector ` o1 c� Date: I 21 Z4A (I Hrs.: n $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Word /Inspection Record Form.Doc 1/13/06 T.F.D. Form F.P. 113 Proje t : 1 t2rt(�T I ; tIJirGh. /1 'Type of Inspection: f 1 --( Add s: es � 3 ') GPs D ate CalI d: yic)-7 Special Instructions: -� (c4c;). � 1 C,0 ,l:t�e_L Date Wanted: i a.m. I 1 c� -(tit(l) 7 p.m. Requester: n2 c6'r Phone r.- ( ) q 3— 7°76' COMMENTS: rt. >% 64 gzz- lq.' f (r 0� V INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Ei Approved per applicable codes. Corrections required prior to approval. 'Inspector: 'Date: El $58.00 REINSPECTION FEE REQUIRED. Prior to inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection. 'Receipt No.: 'Date: Lt Pr ject: I o f fi �rf� Tye Ins ection: �. Ad ess! Date Called: Special Instructions: Date Wanted: {j ^ /07 alm R Pho Vljq ,\f 5-927 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 L) ❑ Approved per applicable codes. Th-TWO El Corrections required prior to approval. COMMENTS: r •5 I I (. / r . -71/ v ✓�!� (Inspector: !Date: $58.00 REINSPECTION FEE REQUIRED. Prior to inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection. 'Receipt No.: 'Date: ss Pr1oJPect: 1 t Type of Inspection: Address: V 12230 `/ ✓e S Date Called: 1. > y/07 Special Instructions: Po c)) /( on Date Wanted: a m : Requester: ( L Phone No: d 3yl- 5)i 7 INSPECTION NO. INSPECTION RECORD Retain a copy with permit D07 -090 PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 El Approved per applicable codes. Corrections required prior to approval. COMMENTS: Inspector: 'Date: LJ $58.00 REINSPECTION FEE REQUIRED. Prior to inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection. (Receipt No.: 'Date: COMMENTS: Type of Inspection: S D I „ikp Address I -1 1 • -- L /; E ; \ �, Date Called: - F . • Ohio 7 • . I 4 it/4 sU dr ((ti \4/1-6J^ S6 c rj v44.1 t ote) Requester: 1 305,..4 i ,Q, r � b (M. c f< no.,�,.u,"., L A) C o-. 1) c( 1?- /1)i /U-) U 1■ `) 0 V -e c, tit/ ' ! Q -4A 5ortil S J IP i , • i. LL v Projec f t : 6._ " ; ( ■ , Type of Inspection: S D I „ikp Address I -1 1 • -- L /; E ; \ �, Date Called: - F . Special Instructions: Date Wanted: a.m. p.m. Requester: Phone No: ,)cL _ • 2 C `r � INSPECTION NO. Approved per applicable codes. Inspector: INSPECTION RECORD Retain a copy with permit PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300- Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 ❑ Corrections required prior to approval. (Date: 2 (3 lS 1 J $58.00 REINSPECTION FEE REQUIRED. Prior to inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection. 'Receipt No.: 'Date: Project: � - kW 7 L / 14 /lr7it/ Type of i spection: FQp7Liit/, Address: / /2220 Y3 J S Date Called: // Special Instructions: Date Wanted: /2-/ /c 7 a Requester: P o6- 35 i ... a 7 r INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION I ' 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -36 Approved per applicable codes. Corrections required prior to approval. COMMENTS: ,7d,J1 / Peyer" 1 Dat I e: �/� �% G� .00 REINSPECTIOt FEE RE IRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd , Suite 100. Call the schedule reinspection. 'Receipt No.: 'Date: a77-640 COMMENTS: Type of Inspection: .5S S 1116 1 Skive (0 J S 5 kL, V� �►' Gh v 11.:22, 13 s 1-1 c ft-o-P . w. G x q '' T- . rat- I F- u'' t'VC 5SS Tv 1- , .4sA fi. tc l o p- Aac., kt If dvk (d` x It I, C t-e_e" ..(A..V y� (LL RD t....pr L i t -5-1- T€LE., ce 11 1—i,—dif (ci_L, , J r4. - V) - it- - h� ks 1 Proje.cj: / Hcil 1 t l - ( 3( i-iJo n Type of Inspection: .5S S Address: /2�rO / ,4'' 5 Date Called: /11/ y /o7 Special Instructions: , \: - t �' .� % r 'N, Date Wanted: /, //// /07 a.m. p.m. Requester Phone No: 2'0G 7f4 — 5"dI 46 INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 El Approved per applicable codes. Corrections required prior to approval. 'Inspector: C,k1 (Date: RI( (iQ El $58.00 REINSPECTION FEE REQUIRED. Prior to inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection. 'Receipt No.: 'Date: Doi-090 PERMIT NO. Project: 4.6 :49 / ;= �, r 4/vigil's Type of Inspection: �t� A/4// 1,vSId/4)7L Address: /2230 4'3 4v $ Date Called: Special Instructions: Date Wanted /1z m. /e Requester: Phone No: _ '2 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. 0 Corrections required prior to approval. COMMENTS: 58 0 REINSPECTION FEE R ' UIRED. Pri r to inspection. fee must be d at 6300 Southcenter Blvd.. uite 100. 1,- 11 the schedule reinspection. 'Receipt No.: 'Date: Project: , f/4 L. 7 /;v /� /i/ 9)n , 4/ of Inspection: rg /9,z 7 � / v t' Address: /L 230 1 /J , 74i Su Date Called: Special Instructions: _2 0(2 Date Wanted: /0 � 2 Ar? . Requester: Phone No: 9/ 5 ,g7 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Ei Approved per applicable codes. O Corrections required prior to approval. COMMENTS: VC n--7 (rT✓✓r6'1( °''t/ r ✓d (.vv1 'Receipt No.: 'Date: fispecto; Date: h .� I I /zz 1 0 .00 REINSPECTION FEE RE=QUIRED. Prior to inspection, fee must be aid at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. COMMENTS: Type of Inspection: r,T //d1>,‘v Address: /2Z36 /.39 a S Date Called: �� Date Wanted: /O//?/? Requester: i __- / 2 7 7 c, l+4h -=,- / 4,, • // . S '- /r%r .S 4/ArAfi / l> V /V / ? /.t / /� / 1 L / 4 / l / 1 7 1 4 ; Ire/ 1 / - (v /) evrA s, /c/) , lit. /- ) / 1 / /ffr cid 2c �,1 Projec : / -�/ ., .9-7/ ,��- / / ,�,�, Type of Inspection: r,T //d1>,‘v Address: /2Z36 /.39 a S Date Called: Special Instructions: Date Wanted: /O//?/? Requester: Phone No: 2Gq -.?5 / -5 S e 7 INSPECTION NO. EI Approved per applicable codes. 'Receipt No.: INSPECTION RECORD Retain a copy with permit PERMIT NO. ` CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 0 Corrections required prior to approval. REINSPECTION FEE REQUIRED. Prior to inspection, fee must be at 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection. 'Date: Project: / /,q /);Mf / Type of Inspection: Ad s: /7230 R Avg Date Called: _-, Special Instructions: Date Wanted /0 //6 kTh L P.m. Requester: Phone No: INSPECTION RECORD Retain a copy with per PERMIT NO. CITY OF TUKWILA BUILDING DIVISION -• 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -36 Approved per applicable codes. El Corrections required prior to approval. COMMENTS: �� ! 'i erk -t i & / ✓c_. � ✓f iC /, gn_ s Dat e: / 0 – / 00 REINSPECTION FEEL REQUIRED. 'rior to inspection, fee must be id at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. 'Receipt No.: 'Date: COMMENTS: 7 M e/0 (°7c 4 n.t� / S //l,v (14 3F - -- L.L S 7� 6; a ° /I s ), -7 ,. s p / i- w, / 4/6(c/ -. i o b-t • s /,, ,- / / ,-q 1�f 6.01 /1 o n _,, ,/ f ,,Y. 1 y ,4 -/ / • (T 2G 3(1.2 >z) CY dw-r t--/ ,Lt <:--/ ✓ / 04- S t . _() - / 7 i ; 4,7 i t ) ,L ✓-1_ —e -y- 5 5 i e °'if 1 ' oty 5 7 . U S ; c,/l 9- , 0.1 /7 d5 eCi' -,) d -1 � 3 ) / 3 A { / 1 VOni1 I T - Oa i 9 F,v 4, 1-11,,t. , ,,� , ; �1( 11 3 ;0( ! " S N s,c6 -,e h-, .5.0) I P fa..-t35 Wi vcddWJ' 4- ✓C dvl/ 5 c(e$ h oz,"st (Ail) 2 does AAA- r e1— /Z /avez,,,,,t Pro ect: /7 ,9/) / 7iii, - it- ✓ fitr, i i' Type of Inspection: /eA'' "AL6 Address: /2 Z30 /3'4' - Date Called: . Special Instructions: Date Wantecl /G /' 6 /a Requester: Phone No: o2. -39) -s 537 INSPECTION RECORD Retain a copy with permit DO INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 El Approved per applicable codes. pect t4 ( ?k 'Date: /0 /6 et) Corrections required prior to approval. 8.00 REINSPECTION FEE REQUIRED f Prior to inspection, fee must b` aid at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. (Receipt No.: 'Date: COMMENTS: r 5,, ,_ 4 i4v;A1, Type of Inspection: t r /? A�7 / 4/4, �J �nV�r 7 U f I/ /,71'7( ,e r(f / 9 / ✓/ A ,Fit.74 "- /) OY� / T u /1'5r0 - rP sr//Lt /r xt./. (,J tai S Special Instructions: Dri/ 0-1 4/1S 4 G4rs ' A/4 / Fey iv r rie / Z / IZtie" Requester: (-/U ,/G` , ' 7 (f - p S_r 7 /v 4r . Ii/ re�. '] __. r' c ?fo, I. 1 Projec5t / /7 /5,, 1 e 4 i4v;A1, Type of Inspection: t r /? A�7 / 4/4, �J Address: / Date Called: Special Instructions: Date Wanted: /O/' /l' Requester: Phone No: t INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION F 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 - 6 '0 ❑ Approved per applicable codes. ,Q Corrections required prior to approval. tor: t i„/ l 1 Dat A.A. A. I 70 /a/ (€7) I .00 REINSPECTION FEE REQUIRED. /Prior to inspection, fee must be d at 6300 Southcenter Blvd., Suite 1000. Call the schedule reinspection. `Receipt No.: 'Date: Project: _ / /� , 1 f - f v ��l�I7it�/ Type of Inspection: / - /2 /7 /N 6 Address: / .22-36 4 /3 ,/ Date Called: Special Instructions: Date Wanted /0 //� 7 Requester: Phone No: 90C — /— 5 -5°7 COMMENTS: 42 igDy Date: I d EINSPECTION E R UIRED. Prior to inspection. fee must be Rai at 6300 Southcenter :lv .. Suite 100. Call the schedule reinspection. (Receipt No.: 'Date: IN ECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 El Approved per applicable codes. ■Corrections required prior to approval. INSPECTION RECORD Retain a copy with permit /)o 7-65-0 Project: / _.� 1 ;1/?"I - 07 / /' /A7�U' Type pe of Inspection: % / / U H ' � ' Address: j /223r <i'';_. Calle : Special Instructions: Date Wanted: // ` �� 7 fJ GfG/ . ` i / 1/ s. /l" of v-,-„, 7 4 (lam - p.m. Requester: Phone No: - `J pproved per applicable codes. Corrections required prior to approval. OMMENTS: 4 04. f /�/ l`-e// ) //s /1 / . /// C/r�O " ' fJ GfG/ . ` i / 1/ s. /l" of v-,-„, 7 4 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION �I/J'_' 6300 Southcenter Blvd., #100, Tukwila, WA 98188 ( -3 Insp paid at 6300 Date • i, 7- $58.00 REINSPCI'10N FEE REQUIRED. PtSr to inspection, fee must be' outhcenter Blvd., Suite 100. Call the schedule reinSPection. 'Receipt No.: 'Date: y 4 7 Proj c . , / , d ') ' - ( 1 / / A I;: /UP 4 Type of Inspection: , 5 / e 6 _Li ,t./.5?/ i ,; J Address: /zz3O "73 A,/ -S /Date Called: - Special Instructions: Date Wanted: (m - G - a --- ] p.m. Requester: Phone No: 2(96- 4 5 5 - g3s9, INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 12 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)43(1 -670 1R Approved per applicable codes. COMMENTS: A.4.7 � � rt_C $ .00 REINSPECTION aid at 6300 Southcente R-ceipt No.: Dat G E RE IRED. Prior to inspection, fee must be Blv ., Suite 100. Call the schedule reinspection. 'Date: b) 7- a sa Corrections required prior to approval. �� Projep: , . / , , /1 1 9 4 619 / 7 4 - / e > /- /4 1 n-7 .1 it/ / 1) 'Type of Inspection: , /-- C.,9 /4.1d A / / J ,u (U/31 Addres_s; _.., /ZZ_..50 Y3/W 5 Date Called: Special Instructions: Date Wanted: a.th. Requester: Phone No: 587 J NSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION g 6300 Southcenter Blvd., #100, Tukwila, WA 98188 ( COM NTS: ) 7/ / ,it/0 /232/e-- ctor A CA-I.. I - 3 0$ REINSPECTION FEE RE IRED. for to inspection, fee must be p t 6300 Southcenter Blvd.. uite 100. Call the schedule reinspection. r ecei No.: 'Date: Approved per applicable codes. Corrections required prior to approval. COMMENTS: Type of Ins pection: :/ A d) //v( /9 "° / 7 / Address: /2 . 2 93 i f ��/, /(10 7P/ 97F h< /d 4 ; / ;', 7//1 i'7 /a) i)4/..s , Special Instructions: Date Wanted: 4/(17/, if/j � � / 7/4 T/ A/ / -SJ / - Proje t: ` / fl U/ l/97 /G%' 17 ✓/4 Type of Ins pection: :/ A d) //v( /9 "° / 7 / Address: /2 . 2 93 S / Date Called: Special Instructions: Date Wanted: a.m Requester: Phone / -SJ CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. Corrections required prior to approval. INSPECTION NO. $5: .00 REINSPECTION FE EQUIRE . Prior to inspection, fee must be id at 6300 Southcenter 131 Suitg. 00. Call the schedule reinspection. (Re eipt No.: INSPECTION RECORD Retain a copy with permit 'Date: PER NO. (206)431- Project:, /� Type of In Addr�es �� �v r ^ Date Called: Special Instructions: � Date Wanted: !/ 7 L( .,s p.m. Requester ) r/ 1 1 r�i2°C.,' Phone No: 76 3 ;' INSPECTION RECORD Retain a copy with permit INSPECT N NO. — PER IT NO. CITY OF TUKWILA BUILDING DIVISION 1 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3 O . __ pproved per applicable codes. Corrections required prior to approval. COMMENTS: �" � J lit / ■ As /p ) -, _ (74 4 / Q ( 't $58. i I ' INSPECTIO, EE REQUIRED. Prior to inspection. fee m t be paid at 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection. 'Receipt No.: 'Date: PI: r. Strt4ctural Calculations Habitat for Humanity Tukwilla House 9/21/2006 Koppe Wagoner Architects FILE COPY Permit No. STA \ REGISTERED ARCHITECT /, OF WASHINGT t.) . L ".J C".:!ssIonS. pt REVIEWED FOR CODE COMPLIA APPROVED JUN 2 7 2007 4 ty r f Tukwila B LDINC DIVISION RECEIVED CITYOFTU MAR 19 1407 PERMITCENTER V0} 01 o STAIR STRINGERS r-1 I I II I - I - I I r MN VENTING. lie atAwi. AREA !Et x24* x24' FOOTING W/ (3J REAR LW r TO EAST S101a4 ORAN FOUNDATION PLAN we r-o• V4 r-o• 2ND FLOOR FRAMING PLAN 314' • Habitat Tukwilla Beam 1 Choice Conditions Data Attributes Actual Critical Status Ratio Values Adjustments Loads R1 = 3674 Min Bearing Area R1= 4.9 in R2= 4.9 in DL Defl 0.15 in Section (in Shear (in TL Defl (in) Fb (psi) LL Defl Fv (psi) E (psi x mil) BeamChek has automatically added the beam self- weight into the calculations. Uniform TL: 550 = A Uniform LL: 400 Uniform Load A SPAN = 13 FT Uniform and partial uniform loads are lbs per lineal ft. Date: 9/13/06 R2 = 3674 Fc (psi) BeamChek 2.2 5 -114x 9-1/4 2.0E TJM Parallam® W.S. PSL BASE Fb = 2900 ADJ Fb = 2985 Beam Span Beam Wt per ft Beam Weight Max Moment TL Max Defl LL Max Defl 13.0 ft 15.18 # 197 # 11939'# L / 240 L / 360 Reaction 1 Reaction 2 Maximum V Max V (Reduced) TL Actual Defl LL Actual Defl 3674 # Reaction 1 LL 3674 # Reaction 2 LL 3674 # 3238 # L/298 L/421 2600 # 2600 # 74.87 48.00 OK 64% 48.56 16.75 OK 34% 0.52 0.65 OK 81% 0.37 0.43 OK 86% 2900 Base Values Base Adjusted 2985 290 290 2.0 2.0 750 750 CF Size Factor Cd Duration Cr Repetitive Ch Shear Stress Cm Wet Use 1.029 1.00 1.00 Habitat Tukwilla Beam 3 Choice Conditions Data Attributes Actual Critical Status Ratio Values Adjustments Loads R1 = 1813 4x 10 DF -L #2 BASE Fb = 875 ADJ Fb = 1050 '91 NDS Min Bearing Area Beam Span Beam Wt per ft Beam Weight Max Moment TL Max Defl LL Max Defl 6.5 ft Reaction 1 1813 # Reaction 1 LL 7.87 # Reaction 2 1813 # Reaction 2 LL 51 # Maximum V 1813 # 2946 '# Max V (Reduced) 1383 # L / 240 TL Actual Defl L / >1000 L / 360 LL Actual Defl L / >1000 1300 # 1300 # Section (in Uniform TL: 550 = A R1= 2.9 in R2= 2.9 in DL Defl 0.02 in Shear (in TL Defl (in) Fb (psi) LL Defl 49.91 33.67 OK 67% 32.38 21.84 OK 67% 0.06 0.32 OK 19% 0.04 0.22 OK 20% Fv (psi) E (psi x mil) Base Values Base Adjusted 875 1050 95 95 1.6 1.6 625 625 CF Size Factor Cd Duration Cr Repetitive Ch Shear Stress Cm Wet Use 1.200 1.00 1.00 BeamChek has automatically added the beam self- weight into the calculations. Uniform LL: 400 Uniform Load A SPAN = 6.5 FT Uniform and partial uniform loads are lbs per lineal ft. Date: 9/13/06 R2 = 1813 Fc L (psi) BeamChek 2.2 BASE SHEAR CALCULATIONS Seismic V= 1.2 Sds W R per IBC 1615.1.3 Sds = 2/3 Sms Sms= FaSs Fa= Ss= Sms= 1.38 Sds= 0.92 R= 6:5 per IBC 1617.6.2 V= Roof Wroof= Wwall= Second Floor Wfloor Wwall First Floor Wfloor Wwall Wtotal V= V= Fx= 0.170 W area (sq.ft.) height 868 68 110 0.170 56256 9555.34 1.4 6825.245 V (wh) sum(wh) w /sq.ft. Total 18288 16 13888 10 4400 19680 16 » 10880 0 8800 ................ 18288 .............. 16 13888 0 4400 56256 Level height weight hxw Fx Roof 17 18288 310896 3781.29 Second Floor 9 19680 177120 2154.23 First Floor 4 18288 73152 889.72 Total Base Shear 56256 561168 6825.24 WIND CALCULATIONS Per IBC 2003 1609.6 Use simplified wind load method V 85 mph lw= 1.00 Roof angle 34 degrees Mean Roof Height 22.5 feet Ps= Longitudinal Base Shear area (sq.ft.) psf Roof Roof= Wall= Second Floor Wall First Floor Wall Wtotal Roof Roof= Wall= Second Floor Wall First Floor Wall Wtotal (Lambda)IwPs30 1.0 based on table 1609.6.2.1(1) use 12.9 psf for wind pressure as conservative loading 315 1 80 . 1 Transverse Base Shear area (sq.ft.) psf 1 80 12.9 Total . # /ft .......................... i.9 3006.7.. 117.8706 1806 70.82353 188.7 4663 5 169.3125 358.0 ... ................... ....... 806 37.625 10681.2 222.525 Total ......................... 864.3 72.0 1032 86.0 2.9 2322 193.5 .............. 12 9!> 12.9 1032 121.4 4218.3 496.3 W= Wall # 1 -3 L Wall # L= Base Wall Total Shear Length (ft) Shear ( #) 255:: 2.5 637.5 >25ft. Base Wall Total Shear Length (ft) Shear ( #) 255 3.5 892.5 3;5.ft. T = `!8 _ 8 ft. 637.5 ' ft. 892.5 Roof Weight Wall Weight >1 Bldg. Weight (1/2 of wall) L tribut. # /sq.ft. Weight Roof /floor= 13 3 16 60 height Wall= 1.3 14 10 175 Total 235 6 # /sq.ft. 0 # /sq.ft. ft Overturning- (bldg.wt.(.66))= Hold down load 2040 - 155.1 = 1884.9 Hold Down = HD2A Panel Edge Nailing= 6" 0.C. 8 d nails (per IBC 2306.4.1) 1.5 H.D.stud thickness Shear Wall Designation P1 -4 Bldg. Weight (1/2 of wall) L tribut. # /sq.ft. Weight ............. . Roof /floor= 18 3 16 84 height Wall= 1.8 14 10 245 Total 329 Overturning- (bldg.wt.(.66))= Hold down load 2040 - 217.1 = 1822.86 Hold Down = HD2A Panel Edge Nailing= 6 " 0.C. 8; nails (per IBC 2306.4.1) f5" H.D.stud thickness .............................. Shear Wall Designation P1 -4 1.• Base Wall Total Shear Length (ft) Shear (#) W= 106.a 2.5 26535 Wall # 1-4 L= 2.5 ft. Base Wall Total Shear/ft Length (ft) Shear (#) W= . 255. 3 765 L= 3 11. Wall # 1-6 1-6 H= 8 ft. 265.75 Roof Weight Wall Weight 10 #/sq.ft. Bldg. Weight (1/2 of wall) L tribut. #/sq.ft. Weight Roof/floor= 1.3 . .3 18 67.5 height Wall= 1.3 14 10 175 Total 242.5 Overtuming-(bIdg.wt.(.66))= Hold down load 850.4 - 160.1 = 690.35 Hold Down = Panel Edge Nailing= 6 O.C. 8 d nails (per IBC 2306.4.1) H.D.stud thickness Shear Wall Designation H= 8 ft. 765 Bldg. Weight (1/2 of wall) L tribut. #/sq.ft. Weight Roof= 1.5 3 18 81 height Wall= 1.5 14 10 210 Total 291 Overtuming-(bldg.wt.(.66))= Hold down load 2040 - 192.1 = 1847.94 Hold Down = FID2A. • Panel Edge Nailing= ..• 6" O.C. S d nails (per IBC 2306.4.1) H.D.stud thickness Shear Wall Designation P1-4 L= L= Base Shear .................. 152 3!!ft. 8 : Wall Total Length (ft) Shear ( #) 3 456 Wall # 17 Base Wall Total Shear Length (ft) Shear ( #) ................ 152 8 1216 Wall # 1 8 ft. Bldg. Weight (1/2 of wall) L tribut. # /sq.ft. Weight ............... Floor = 1.5 5 18 135 Roof = 1.5 • 1 0 18 270 .............. height Wall= 1.5 12 10 180 8 ft. Total 585 456 Overturning- (bldg.wt.(.66))= Hold down load 1216 - 386.1 = 829.9 H= .E 1216 Roof Weight 18 # /sq.ft. Wall Weight 10 # /sq.ft. Floor Weight 18 # /sq.ft. Hold Down = HD2A Panel Edge Nailing= 6 >" 0.C. 8 d nails (per IBC 2306.4.1) 3 H.D.stud thickness Shear Wall Designation P1-4 • existing w Bldg. Weight (1/2 of wall) L tribut. # /sq.ft. Weight Roof = 4 5 18 360 Floor = 4 5 18 360 height Wall= 4 17 10 680 Total 1400 Overtuming- (bldg.wt.(.66))= Hold down load 1216 - 924 = 292 Hold Down = none Panel Edge Nailing= 6 " O.C. 8 d nails (per IBC 2306.4.1) 3 H.D.stud thickness Shear Wall Designation Pt 6 Base Wall Total Shear Length (ft) Shear ( #) W= 152.0 16 2432 Wall # L= 1;6 ft. Base Wall Total Shear Length (ft) Shear ( #) W= 179 5.5 984.5 Wall # 1 -10 L= 55 ft. H= 8 ft. Total 3120 2432 Overturning- (bldg.wt.(.66))= Hold down load 1216 - 2059 = -843.2 Hold Down = none Panel Edge Nailing= 6'" O.C. 8 d nails (per IBC 2306.4.1) 1,5 H.D.stud thickness Shear Wall Designation P1 -6 H= 8 ! ft. Total 825 984.5 s Floor Weight Wall Weight Roof Weight 18 # /sq.ft. 10 # /sq.ft. 18 # /sq.ft. Bldg. Weight (1/2 of wall) L tribut. # /sq.ft. Weight Roof= 8 10 18 1440 Floor= 8 5 18 720 height Wall= 8 12 10 960 Bldg. Weight (1/2 of wall) L tribut. # /sq.ft. Weight ................ Roof= 2.8 10 18 495 Floor= 2.8 5 18 247.5 height Wall= 2.8 12 10 330 Overtuming-(bldg.wt.(.9))= Hold down load 1432 - 742.5 = 689.5 Hold Down = HD2A .. Panel Edge Nailing= 6 " 0.C. 8d nails (per IBC 2306.4.1) • H.D.stud thickness Shear Wall Designation P1-6 Base Wall Total Shear Length (ft) Shear (#) W= 179.0 5.5 Wall # 141 L= 5,5 ft. W= L= Base Wall Total Shear Length (ft) Shear (#) 179 9 1611 Wall # 1-12 9 ft. 8 #/sq.ft. 0 #/sq.ft. 8 #/sq.ft. Bldg. Weight (1/2 of wall) L tribut. #/sq.ft. Weight Roof= 2.8 10 18 495 Floor= 2.8 5 18 247.5 height Wall= 2.8 12 10 330 H= 8 ft. Total 1072.5 984.5 Floor Weight • I Wall Weight I Roof Weight I Overturning-(bIdg.wt.(.66)). Hold down load 1432 - 707.9 = 724.2 Hold Down = Panel Edge Nailing= 6 0 C 8 d nails (per IBC 2306.4.1) : :ia:i3.,:H.D.stud thickness Shear Wall Designation Bldg. Weight (1/2 of wall) L tribut. #/sq.ft. Weight Roof= 4.5 10 18 810 Floor= 4.5 5 18 405 height Wall= 4.5 12 10 540 H= a ft. Total 1755 1611 Overturning-(bIdg.wt.(.9)). Hold down load 1432 - 1580 = -147.5 Hold Down = none: Panel Edge Nailing= .6 " 0.C. .8 d nails (per IBC 2306.4.1) • H.D.stud thickness Shear Wall Designation P1.-6 • W= L= Wall # 1-1 3 L= W= Base Wall Total Shear Length (ft) Shear (#) 179.0 2.5 Base Wall Total Shear Length (ft) Shear (#) 0 0 Wall # • 1-x • Oft. Bldg. Weight (1/2 of wall) L tribut. #/sq.ft. Weight Roof= 13 5 18 112.5 Floor 1.3 10 18 180 height 8 Wall= 1.3 12 10 150 H= 8 ft. Total 442.5 447.5 Floor #/sq.ft. Wall Weight 10 #Isq ft Roof Weight 18 #/sq.ft. Overtuming-(bIdg.wt.(.66))= Hold down load 1432 - 292.1 = 1140.0 O ft. 0 Hold Down = Panel Edge Nailing= O.C. 0 C 8 d nails (per IBC 2306.4.1) !::!:Iii:::gaiH.D.stud thickness Shear Wall Designation Bldg. Weight (1/2 of wall) L tribut. #/sq.ft. Weight Roof= 0 0 18 0 height Wall= 0 0 10 0 Total 0 Overtuming-(bldg.wt.(.9))= Hold down load #DIV/0! - 0 = #DIV/0! Hold Down = Panel Edge Nailing= 6 " 0.C. .8 d nails (per IBC 2306.4.1) H.D.stud thickness Shear Wall Designation P1-6* W= L= W= L= Base Wall Total Shear Length (ft) Shear ( #) 0 0 0 Wall # 1- unused 0 ft. Base Wall Total Shear Length (ft) Shear ( #) .................... 21Q 8 10 2108 Wall # 1 -14 10>ft. H= H= 0 Overturning- (bldg.wt.(.9))= Hold down load #DIV /0! - 0 = #DIV /0! Hold Down = 1402A Panel Edge Nailing= 6 <" 0.C. 8 d nails (per IBC 2306.4.1) 3 H.D.stud thickness Shear Wall Designation P1.6 8 2108 Roof Weight 16 # /sq.ft. Wall Weight 15 # /sq.ft. Floor Weight 12 # /sq.ft. Bldg. Weight (1/2 of wall) L tribut. # /sq.ft. Weight Roof /Floor= 0 0 28 0 height Wall= 0 0 15 0 Total 0.0 ft. 0 Bldg. Weight (1/2 of wall) L tribut. # /sq.ft. Weight Roof /Floor= 5 1_ _ 12 60 height Wall= 5 16 15 1200.0 Total 1260.0 ft. Overtuming-(bldg.wt.(.66))= Hold down load 1686.4 - 831.6 = 854.8 , Hold Down = . HD2A Panel Edge Nailing= B. " 0.C. 8 d nails (per IBC 2306.4.1) H.D.stud thickness ... ............................... Shear Wall Designation P1 -6 Base Wall Total Shear Length (ft) Shear (#) W= •90,3 : 8 722.4 Wall # 2-1 L= Base Wall Total Shear Length (ft) Shear (#) W= 90.3 2.5 225.75 Wall # 2-2 L= 8 ft. 23 ft. H= 8 722.4 Roof Weight 16 #/sq.ft. Wall Weight 10 #/sq.ft. Bldg. Weight (1/2 of wall) L tribut. #/sq.ft. Weight Roof= 4 3 16 192 height Wall= 4 13 10 520 Total 712 Overturning-(bldg.wt.(.9))= Hold down load 722.4 - 640.8 = 81.6 Hold Down = :- Panel Edge Nailing= 6 O.C. 8 d nails (per IBC 2306.4.1) ••• H.D.stud thickness Shear Wall Designation P1-6 H= 8 225.75 Bldg. Weight (1/2 of wall) L tribut. #/sq.ft. Weight Roof= 13 0 16 0 height Wall= 1.3 17 10 212.5 Total 212.5 Overtuming-(bldg.wt.(.9))= Hold down load 722.4 - 191.3 = 531.15 Hold Down = •mita36 Panel Edge Nailing= 6 -" 0.C. • 8 d nails (per IBC 2306.4.1) 3M H.D.stud thickness Shear Wall Designation P1-6 Base Wall Total Shear Length (ft) Shear (#) W= 3 237 Wall 2-4 2-5 2-6 L= Base Wall Total Shear Length (ft) Shear (#) W= 94.3 3 282.99 Wall # 2-7 2-10 2-14 L= 3. ft. H 3 ft. H= . 8 ft. 237 Overturning-(bIdg.wt.(.9)). Hold down load 632 - 291.6 = 340.4 Hold Down = None Panel Edge Nailing= 6 " 0.C. .;8. d nails (per IBC 2306.4.1) :1 thickness Shear Wall Designation P16 H= f•: 282.99 Roof Weight 16 #/sq.ft. Wall Weight 10 #/sq.ft. Bldg. Weight (1/2 of wall) L tribut. #/sq.ft. Weight Roof= 1.5 3 32 144 height Wall= 1.5 12 10 180 Total 324 Bldg. Weight (1/2 of wall) L tribut. #/sq.ft. Weight Roof= 1.5 11,5 16 276 height Wall= 1.5 17 10 255 Total 531 Overtuming-(bldg.wt.(.9))= Hold down load 754.64 - 477.9 = 276.74 Hold Down = None Panel Edge Nailing= 6 u 0 C 8 d nails (per IBC 2306.4.1) 3 H.D.stud thickness Shear Wall Designation P14; Base Wall Total Shear Length (ft) Shear (#) W= 9433 9 848.97 Wall L= :ft. Base Wall Total Shear Length (ft) Shear (#) W= 9433 10.6 999.898 Wall # 2-9 • L= 10.6 ft. H= 8 ft. 848.97 Roof Weight 16 #/sq.ft. Wall Weight 10 #/sq.ft. Bldg. Weight (1/2 of wall) L tribut. #/sq.ft. Weight Roof= 4.5 11.5 16 828 height Wall= 4.5 17 10 765 Total 1593 t Overtuming-(bIdg.wt.(.9))= Hold down load 754.64 - 1434 = -679.06 Hold Down = none Panel Edge Nailing= - 8 0.C. -8 nails (per IBC 2306.4.1) 4.5 H.D.stud thickness Shear Wall Designation P1.6 H= 8 ft. 999.898 Bldg. Weight (1/2 of wall) L tribut. #/sq.ft. Weight Roof= 5.3 11.5 16 975.2 height Wall= 5.3 17 10 901 Total 1876.2 Overtuming-(bldg.wt.(.9))= Hold down load 754.64 - 1689 = -933.94 Hold Down = 'none Panel Edge Nailing= 6 " 0.C. -:.8 d nails (per IBC 2306.4.1) . .:3" H.D.stud thickness Shear Wall Designation P1.6 Base Wall Total Shear Length (ft) Shear (#) W 9423 7 660.31 Wall L= Base Wall Total Shear Length (ft) Shear (#) W= 94.33 6.5 613.145 Wall # '2-12 L= CSft. H= .8 ft. 660.31 H= 8 ft. 613.145 Roof Weight #/sq.ft. Wall Weight Bldg. Weight (1/2 of wall) L tribut. #/sq.ft. Weight Roof= 3.5 11.5 16 644 height Wall= 3.5 17 10 595 Total 1239 Overtuming-(bldg.wt.(.9))= Hold down load 754.64 - 1115 = -360.46 Hold Down = none . Panel Edge Nailing= 1 .8 " O.C. 0 C & d nails (per IBC 2306A.1) 1 5 H 0 stud thickness Shear Wall Designation Solid 4' thick wood wall Bldg. Weight (1/2 of wall) L tribut. #/sq.ft. Weight Roof= 3.3 1i5 16 598 height Wall= 3.3 17 10 552.5 Total 1150.5 Overtuming-(bldg.wt.(.9))= Hold down load 754.64 - 1035 = -280.81 Hold Down = -none . • . • • Panel Edge Nailing= e 6- ' O.C. - • . 8 d nails (per IBC 2306.4.1) -...H.D.stud thickness Shear Wall Designation 'F.1 - . Solid 4' thick wood wall Base Wall Total Shear Length (ft) Shear (#) W 94,33 9 848.97 Wall # .:.2-13 L= L= 9 ft. Base Wall Total Shear Length (ft) Shear (#) W= 0.00 0 0 Oft. H= 8 ft. 848.97 Roof Weight Wall Weight Bldg. Weight (1/2 of wall) L tribut. #/sq.ft. Weight Roof= 4.5 .11,5 16 828 height Wall= 4.5 17 10 765 Total 1593 Overtuming-(bidg.wt.(.9))= Hold down load 754.64 - 1434 = -679.06 Hold Down = none Panel Edge Nailing= 6 O.C. 8 d nails (per IBC 2306.4.1) 1.5 H.D.stud thickness Shear Wall Designation Solid 4" thick wood wall 0 Bldg. Weight (1/2 of wall) L tribut. #/sq.ft. Weight Roof= 0 0 16 0 height Wall= 0 18 10 0 Total 0 Overtuming-(bldg.wt.(.9))= Hold down load #DIV/0! - 0 = #DIV/0! Hold Down = • ". Panel Edge Nailing= -.-. 6" O.C. 8 d nails (per IBC 2306.4.1) 3N H.D.stud thickness Shear Wall Designation Pt-6 Mode! No. Allowable Tension DP/P1133160) Wood Member Thickness 3 Loads 31/2 5' 12 Allowable Tension SPF/HF Wood Member 2 2 Loads (1331 660 ) Thickness 3 31/4 2570 2565 54 2550 T3lz 21 111)2A 1555 2055 2565 2775 2775 2760 1320 1740 1 2165 HD5A 1870 2485 3095 3705 4010 3980 1585 2110 1 2625 3130 3645 - 3680 HD6A 2275 2980 3685 4405 5105 5510 1870 2470 3065 3680 4280 ` 5020 HD8A 3220 4350 5415 6465 7460 7910 2710 3655 4530 5480 6350 7330 HD10A 3945 5540 6935 8310 9540 9900 3275 4600 5745 7045 8160 ` 9195 HD14A — -- -- — 11080 13380 — -- — — 9495 12485 H015 — — — — — 15305 — — — — — 13810 Simpson Strong-Tie I FWaii. . notaowns rie 1. Allowable loads have been increased for earthquake or wind load duration wth no further increase allowed; reduce load durations govern. 2. HD15 requires a minimum 4x8 (in a 3 1/2' wide shearwall) or a 6x6 nominal post. To ensure the tension load carryi the critical net section meets the holdown capacity. 3. Use a minimum 4x6 nominal post for the HD14A. Minimum post size is required to ensure the tension load carryinc the critical net section meets the holdown capacity. 4. HB is the required minimum distance from the end of the stud to the center of the first stud bolt hole. End distance increased as necessary for installation. 5. The designer must specify anchor bolt type, length and embedment. See SSTB Anchor Bolts and Additional Anchc 6. See retrofit anchor bolt. 7. Lag bolts will not develop the listed loads. 8. See testing and other important information. 9. Deflection at Highest Allowable Design Load: The deflection of a holdown measured between the anchor bolt and the strap portion of the holdown when loaded t allowable load listed in the catalog table. This movement is strictly due to the holdown deformation under a static lc conducted on a steel jig. All other sources of deflection shall be in addition. 10. When using structural composite lumber columns, bolts must be applied to the wide face of the column. 11. The Designer shall reduce the allowable loads show per NDS requirements when bolt threads are in the shear plar 12. HDA and HD allowable loads are based on the lower of the NDS 2001 fastener values or the ultimate load on a ste divided by 2.5. 13. Post design shall be by Designer. Code Reports (PDFs) See table above for specific product code references ICC ER Reports (formerly ICBO Reports) aboutth_e_ICC Code Ref. 40: ER5708 (2.9mb) MAB. HIT. JB /LB, PF. LU, LUP, HD. HDA, LTT /LTTI/MTT/HTT. H1 /H2 /H2.5 /H2.5A /H3 /H4 /H5, AE LCB /CB, PA/PAI /PAT /PATM /PAR /PAHD42. HPA/HPAHD22 City of Los Angeles Research Reports Code Ref. 105: RR25528 (3mb) HD and HDA Holdown Framing Connectors Florida Statewide Product Approvals Code Ref. 122: FL503 View the products covered in FL503 Drawings To download drawings, right -click or Ctrl -click on the link, then choose "Save Target As..." DWG Perspective Download the Simf http: / /www.strongtie.com/ products /connectors/HDA- HD.html 9/19/2006 31111pSln L UL111 I 111 LLM a•-• a • Available with additional corrosion protection. Check with factory • Model No. Gal Dimensions Fasteners wi (Total) L Nails LSTA9 1¼f 9 ; 8-10d LSTAl2 11/4 7 12 1 10-10d LSTA15 - 11/4 15 ; 12-10d LSTA18 ; 11/4 18 ; 14-10d • . _ ;• LSTA21 11/4 ; 21 ; 16-10d !- LSTA24 : 20 . 11/4 24 ; 18-10d ST292 21146 9A6 12-16d ST2122 2V16 121'16 ; 16-16d ST2115 I 16346 8-16d ST2215 . ; 2%6 ; 16-1 20-16d 11/4 30 22-10d ESTA3 1 11/4 1 36 24-10d LSTI49 I 33/4 49 32-10dx116 L LSTI73 33/4 1 73 48-10dx11/2 114 9 8-10d LlYiSTA,L 111 Li.,4STAl2 , 1 11/4 12 10-10d ! 1. 4T A,„1 § ,_] i1/4 is 12-nd ik MSTA18 1 18 14-10d 16-10d MSTA21_1 11/4 21 1D-; MSTA24 11/4 24 18-10d MSTA30 ,.1 1/4 22-10d 1 MSTA36 1v4 ; 36 26-10d . ST6215 2%6 ; 16 20-16d CU A 'IA Allowable Allowable Tension Tension Loads (DFJSP) Loads (SPF/HF) ST6224 2%6 236 28-16d ST9 11/4 9 8-16d ST12, 16 11/4 11% _ , 10-16d ST18 11/4 17% 14-16d , ST22 11/4 ' 21% 18-16d MSTC28 3 28 36-16d sinkers MSTC40 3 , 401/4 52-16d sinkers MSTC52 3 521/4 62-16d sinkers MSTC66 7 ; 3 1 65 i 76-16d sinkers 5660 5660 j 5660 ! 5660 „ MSTC78 14 ' 3 ; 7744 1 76-16d sinkers 5660 5660 1 5660 : 5660 ST6236 r „ . 2166 13313/161 40-16d 3845 3845 3465 , 3845 HRS6 1% ' 6 6-10d 525 630 455 545 HRS8 1%,8 10-10d 875 1050 760 910 • HRS12 1% 12 14:70d 1225 1465 1065 1275 ,. ................ ........... FHA6 1 6% 8-16d 810 975 705 845 — - FHA9 1 , 9 8-16d 810 975 I 705 : 845 • FHAl2 1 ' 11% ; 8-16d 810 975 705 845 FHA18 ; 12 1 17% 8-16d 810 975 705 845 _,.. Oin n7c 7Aa • *AC Code Ref. (133) (160) (133) 1, (160) 645 775 555 665 805 L970 695 830 970 1160 830 1000 , 62. 90, 121 1130' I 1235 970 1165 1235 1235 1110 1235 1235 1235 1235 1235 1120 1265 970 1160 1505 1535 1290 1535 3, 39, 88 665 665 665 665 104. 121, 12 1880 1880 1625 1880 1640 1640 1555 1640 , . 1640 1640 1640 1640 7. 62 90 12; 2580 3100 2220 2660 9, 121, 128 3870 4215 3330 3995 9, 128 650 780 565 ! 680 815 975 705 850 7. 62. 90. 975 1170 850 11020 123.128 1140 1365 990 1185 1300 1560 1130 1355 1465 I 1640_1_ 1270 1525 7, 6a 90, 121 1835 2050 1585 1900 2050 2050 1870 2050 1895 2095 1640 1970 3. , 39.88 2540 2540 2315 2540 104. 121, 12: 755 910 655 785 . 39. 88, 104. 12 945 1135 1 820 985 3. 39. 88 1325 1420 1150 1380 121. 128 1420 1420 1420 1420 3000 - 3600 2590 3110 9, 23, 121, 1'4' 4335 4585 3745 4495 4585 4585 4465 4585 3, ?:3. 39, 9. 23. 128 128 http://www.strongtie.com/productskonnectors/HRS-ST-FHA-PS-HST-LSTA.html 9/21/2006 Model No. Da Dimensions Fasteners (Total) Allowable Tension toads (DF/SP) Allowable Tension Loads (SPfMF) s tit L Nails Batts Nails Botts Nails Bolts (By Dia (133) 1 (160) (133) (160) (133.) (160) 1 (133) (160) MST27 12 2 27 30-16d 4 1 /2 _ 3140 3770 1800 2165 2740 ! 3290 1 1665 2000 ,_ MST37 MST48 2'/,37 2V /ie ' 48 42 -16d 46 -11611 6 8 1/2 ' _4395 4845 5080 5310 2525 3065 3025 _ 3835 3675. 4200 4605 2335 5040 i 2840 2805 3410 MST60 10 2 60 56-16d 10 li 6420 6760 3740 4485 ( 5600 ` 6510 1 3480 1 4175 MST72 HST2 2 /e 1 72 56-16d 10 ' 6420 6760 3740 4485 # 5600 — 6510 1 3480 4175 — 1 4030 ? 4835 1 21/2 211 — 6 3 — — 4350 5220 HST5 5 1211 — 12 % — — i 8875 10650 — — 1 8225 1 9870 '/z HST6 M 3 3 + — — — 6400 7680 — — 1 5550 1 6660 - 1111001 — 12 4 — — 12880 15470 - 1 1111LJavii J1.1V11b — L 1• I ill \ Ulf v lil aa.a aia vaav A. ...... —. .. - -- - - - - _ 1. Loads include a 33% or 60% load duration increase on the fasteners for earthquake or wind loading, but DO NOT i 33% stress increase on the steel capacity. Refer to Steel Stress Increase for further explanation. 2. 10dx1 1/2" nails may be substituted where 16d sinkers or 10d are specified at 100% of the table loads. 3. 10d commons may be substituted where 16d sinkers are specified at 100% of table loads. 4. 16d sinkers (0.148" dia x 3 1/4" long) or 10d commons may be substituted where 16d commons are specified at 0. table loads. 5. Use half of the nails in each member being connected to achieve the listed loads. 6. PS strap design loads must be determined by the Designer for each installation. Bolts are installed both perpendict and parallel -to- grain. Hole diameter in the part may be oversized to accommodate the HDG. Designer must determ oversize creates an unacceptable installation. 7. For overlap splice details, see T -CMST. 8. Straps with 10d (0.148 dia. x 3) nails specified may be substituted with 10dx1 1/2 (0.148 dia. x 1 1/2) with no reduc 9. NAILS: 16d = 0.162" dia. x 3 1/2" long, 16d Sinker = 0.148° dia. x 3 1/4" long, 10d = 0.148" dia. x 3" long, 10dx1 1/2 = 0.148" dia. x 1 1/2" long. See other nail sizes and information. Available with additional corrosion protection. Check with Factory. See footnotes below. Floor -to -Floor Clear Span Table http: / /www.strongtie.com/ products /connectors/HRS -ST- FHA -PS- HST - LSTA.html 9/21/2006 Model No. ' Clear Span I Fasteners Allowable Tension Loads (DF/SP) Allowable Tension Loads (SPF/HF) (Total) (133) (160) I (133) - (160) MSTC28 ° 18 - 1 6 ` 12 -16d sinker .r 16 -16d sinker 1000 1200 865 ..._ .. _._. 1335 1600 1150 1035 1380 2420 MSTC40 18 128 -16d sinker 2335 2800 2015 16 36 -16d sinker 3000 3600 2590 3110 h1STC52 MSTC66 MSTC78 MST 37 18 16 44 - 16d sinker ..... 48 -16d sinker 3665 4400 3170 4000 4585 3455 3800 4145 5660 5660 5660 5660 2190 2410 3505 _.. 3635 18 64 -16d sinker 5505 5660 4780 ____ 1 6 18 16 _ 18 16 18 16 1 68-16d sinker 76 -16d sinker ' 76 -16d sinker 5660 5660 5075 5660 5660 5660 5660 5660 5660 20 -16d __. 22 -16d 2095 1 2510 1825 1 2010 2305 I 2765 32 -16d 34 -16d 3370 3695 2925 3580 3695 3105 MST6O MST72 MSTI36 18 46 -16d 4830. 4830 4600 4830 4830 1 48 -16d 4830 4830 4800 1 8 16 46 -16d 48 -16d 4830 _ _ , 4830 4830 4600 s ... ___ _... 4830 4800 4830 4830 18 14 -1 Odx1 % 1270 1525 1100 1320 1 i 16 -10dx1 1/2 1450 1740 1260 1510 t Simpson otrong -ile I illtaiJlil i IA/iJi iiva,a.v a.v a-.v....._.._._•_" --- - , .rr 1. MST148 MSTI60 MSTI72 26- 10dx1 16 28_ -10dx1 �t 38 -1 Odxl i12 40- 1Odxl 50-106)(1' 52 -1 Odx1' /2 18 2355 2830 2540 3045 3445 __ 3625 4350 4535 5080 3935 4720 4715 5080 4090 4910 2205 2645 2990 3585 Loads include a 33% or 60% load duration increase on the fasteners for earthquake or wind loading, but DO NOT i 33% stress increase on the steel capacity. Refer to Steel Stress Increase for further explanation. 2. 10d commons may be substituted where 16d sinkers are specified at 100% of the table loads. 3. 16d sinkers (0.148" dia. x 3 1/4" long) or 10d commons may be substituted where 16d commons are specified at 0. table loads. 4. Allowable bolt loads are based on parallel - to-grain loading and these minimum member thicknesses: MST -2 1/2 "; F HST5 -4 "; HST3 and HST6 -4 1/2 ". 5. Use half of the required nails in each member being connected to achieve the listed loads. 6. For overlap splice details, refer to T -CMST. 7. Straps with 10d (0.148 dia. x 3) nails specified may be substituted with 10dx1 1/2 (0.148 dia. x 1 1/2) with no reduc 8. NAILS: 16d = 0.162" dia. x 3 1/2" long, 16d Sinker = 0.148" dia. x 3 1/4" long, 10dx1 1/2 = 0.148" dia. x 1 1/2" long. See other nail sizes and information. Code Reports (PDFs) See table above for specific product code references ICC NER Reports (formerly NES Reports) about the ICC Code Ref. 3: NER413 (907k) A34/A35, A35F, DS, FC, HH, J /JP, L -30, L -50, L70 and L -90, NCA, NBA. SA and HSA. ST FHA http: / /www. strongtie.com/ products /connectors/HRS -ST- FHA -PS- HST- LSTA.html 9/21/2006 poc 04A• \°/‘ . 0 a5 re4i1li-C 411 X 6 telEE tk.) L ta i le 5 • • • lq-SIBtkkl ft RECE WED NOV 3 0 200 TUK"' PUB' • • • I .. • • H. • Wl , ' . I . 4. V -V -VV F ._ V - VI -V I I N H co a N H N y t -I-12) C ; ct\) Or- R_K L Oc.,m O (i PERVIOUS PAVING SEE NOTES • 11367 cOMkQTo � swTAllrgWER (— SS — SS — SS — 1 :41 • 14.17 2. DECOMMISSION SEPTIC TANK PER CHAPTER 8 OF THESE STANDARDS AND KING COUNTY \ \r HEALTH DEPARTMENT. 9. WATER AND SEWER LINE SEPARATION 10' HORIZONTALLY. F WATER AND SEWER LINES CROSS, SEWER SHALL BE AT LEAST 18" BELOW THE WATER LINE. 114 17 NOTES C Tl �caw' U ° Q ' P� culv�b� TRENCH F EP q[R1pN F --13..4m.v' 6• rYJ•Ydt C.C. PC° C i NTS THICKNESS OF 7/8• CRUSHED ROCK AGGREGATES TO SE ORENGRAMEO FRACTIMW. FRCIONCOMR. TO e'OIME FREE MANAGE. MATERIAL TO SS CLEAN SMIHMIaa1t FINES The compacted top course permeable spprepMe ntinorrenn in0rMhn rate CE RO hchet per hw EXISTING SOILS ARE GRAVEL OVER SANG ( FOLIN SAMI IM TIE LVECF C DRAIN PONT \ \`E KiHT LINES OF S' AW�Y FROM ti � FOUNDATIONS. WITH A MNLRAR OF I, V' PER I no, ;sr Eta e .t,cvtr.e a . M..r. 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'-` -- - tY � -4-1J • �+ --.0 : V • • ^. -•- -'U U — U _�J July 26, 2007 7- 917- 16106 -0 Habitat for Humanity Seattle /South King County 15439 — 53rd Avenue South, Suite B Tukwila, Washington 98188 Attention: Mr. Ben Hines Subject: Dear Mr. Hines: SITE AND PROJECT DESCRIPTION AMEC Earth & Environmental, Inc. 11335 N.E. 122 Way, Suite 100 Kirkland, Washington USA 98034 Tel (425) 820 -4669 Fax (425) 821 -3914 www.amec.com Geotechnical Engineering Evaluation 12230 43rd Avenue South Tukwila, Washington 98178 RECEIVED CITY OF TUKWILA AUG 0 8 2007 REVIEWED FOR CODE COMPLIANCE APPROVED AUG - 9 2007 - .City Of Tukwila BUILDING DIVISION REVISION ND. I AMEC Earth & Environmental, Inc. (AMEC) is pleased to submit this letter describing our geotechnical evaluation of the above - referenced project site. As outlined in our proposal dated July 17, 2007, our scope of work consisted of a site visit, research, and report preparation. We received your written authorization on July 18, 2007. This report has been prepared for the exclusive use of Habitat for Humanity and their consultants, for specific application to this project, in accordance with generally accepted geotechnical engineering practice. The project site is located at 12230 43rd Avenue South in Tukwila, Washington. The site consists of a rectangular parcel that measures about 100 feet by 30 feet. Site boundaries are generally delineated by similar single - family residences to the north, south and east, and a paved residential road to the west. Based on our review of the permitted design plans (A1.0 Site Plan by Koppe — Wagoner Architects, 8 June 2007) the project calls for building a new two -story house with a crawl space as shown on Figure 1, Site Plan. Footing drains and roof drains would discharge to two dry wells located in the front yard. However, during excavation for the foundations and crawl- space, we understand the City of Tukwila building inspector, Dave Larsen, expressed concerns regarding the assumed foundation bearing pressure and the potential of flooding the crawl space. For these reasons, Mr. Larsen requested a geotechnical report be completed for the project. After a discussion with the project architect, we understand that the house is being redesigned to utilize a slab -on -grade floor, instead of a crawl- space, with standard shallow spread footings. Structural fill will be placed within the excavation to raise grades to the proposed slab subgrade elevation. ame0 -oho PERMIT CEm^ ts116000s116106 Habitat for Humanity116106 Tukwila Habitat House 072507.doc Habitat for Humanity July 26, 2007 EXPLORATION AND TESTING METHODS We explored the subsurface soils at the project site on 20 July 2007 by hand probing the excavated building subgrade and by advancing two hand boring explorations (designated HB -1 and HB -2) at strategic locations, using a hand auger. Hand boring HB -1 was located near the southwestern corner of the building pad, within the existing excavation, which was approximately 2% feet below the surrounding surface. For clarity, we included soils exposed in the sidewall of the excavation as the top 2% feet of HB -1, so that the level ground surface would be the depth reference for both borings. Hand boring HB -2 was located in the front yard, west of the building, between the two proposed dry wells. We estimate the relative ground surface elevation to be 113.5 feet, based on the relative elevations shown on the site plan provided to us. Hand boring HB -1 was advanced to a depth of 6 feet, and hand boring HB -2 extended to a depth of 4 feet. Figure 1 displays the locations of our explorations. SITE AND SOIL CONDITIONS ame 7- 917- 16106 -0 Page 2 At the time of our site visit (20 July 2007) the previous structure had been demolished and removed from the site. Excavation for the proposed house had been completed down to the footing subgrade elevation (approximately 111 feet) over the entire building footprint. The rest of the site was covered in grass and level, at an approximate elevation of 113.5 feet. Total grade change drops about one foot from west to the east (114 to 113 feet). Based on our review of published geologic maps, soil conditions in the site vicinity are characterized by Holocene Alluvium consisting of river deposited silts and sands. The soil description found in the USDA Soil Survey of King County, Washington is Oridia silt loam. This deposit is described as poorly drained river alluvium. Our excavation observations and explorations revealed fairly uniform near - surface soil conditions and confirmed the mapped stratigraphy. The excavated subgrade appeared to consist of native, intact, medium stiff, damp, tan silt. In general, our explorations encountered approximately four feet of medium stiff, damp, tan silt, underlain by loose, damp dark gray sand to the full depth of our explorations. The enclosed exploration logs provide a detailed description of the soil strata encountered in our subsurface explorations. Groundwater was not encountered in any of our explorations, however mottling, a possible indication of intermittent groundwater during wet seasons, was observed at a depth of 2 foot, in both explorations. Since our explorations were done during an extended period of dry weather, groundwater is probably near its seasonal low elevation, and higher groundwater is anticipated during the wet winter and spring seasons. Based on the observed mottling of the soils, groundwater probably rises within 2 feet of the ground surface (elevation 111.5 feet). W1 Projects \16000x\16106 Habitat for Humanity \16106 Tukwila Habitat House 072507.doc Habitat for Humanity July 26, 2007 CONCLUSIONS AND RECOMMENDATIONS Based on information provided by the City Inspector and our recent subsurface explorations, we are providing the following geotechnical engineering recommendations. Foundations In our opinion, the foundation subgrade will provide adequate support for conventional spread footings that are lightly loaded. Subarade Verification: All footing subgrades should consist of undisturbed, native soils, or suitable structural fill materials placed over native soils. Footings should never be cast atop slough, debris, or surfaces covered by standing water. Exterior footings should be embedded at least 18 inches below the surrounding ground surface, while interior footings should be embedded at least 12 inches below the floor. Soil Bearing Capacities: In our opinion, the soils beneath the foundations will provide the following allowable soil bearing capacities, which incorporate static and seismic safety factors of at least 2.0 and 1.5, respectively. Design Parameter Allowable Value Static Bearing Capacity Seismic Bearing Capacity ame0 1,000 psf 1,500 Of 7- 917- 16106 -0 Page 3 Footing Settlements: We estimate that total post - construction settlements of properly designed footings will not exceed 1 inch. Differential settlements could approach one -half of the actual total settlement between adjacent foundation elements. These settlements would be reduced if the actual design bearing pressures are lower than our recommended maximum pressures. Lateral Resistance: Footings and stemwalls that have been properly backfilled will resist lateral movements by means of passive earth pressure and base friction. We recommend using the following design values, which incorporate static and seismic safety factors of at least 1.5 and 1.1, respectively. Base friction can be combined with the respective passive pressure to resist static and seismic loads. Design Parameter Allowable Value Static Passive Pressure Seismic Passive Pressure Base Friction Coefficient 300 pcf 400 pcf 0.3 W \_Proiects116000s \16106 Habitat for Humanity\16106 Tukwila Habitat House 072507.doc Habitat for Humanity July 26, 2007 Slab -on -Grade Floors ame6 7- 917- 16106 -0 Page 4 It is our understanding that the existing building excavation will be backfilled with structural fill to raise grades and support a slab -on -grade floor, in place of the crawl space that was originally planned. Subqrade Conditions and Verification: All soil- supported slab -on -grade floors should bear on on suitable structural fill soils. Recommendations for structural fill are provided in a later section of this report. Capillary Break: To retard the upward wicking of groundwater beneath the floor slab, we recommend that a capillary break be placed over the subgrade. Ideally, this capillary break would consist of a 4- inch -thick layer of pea gravel or other clean, uniform, well- rounded gravel, such as Gravel Backfill for Drains per WSDOT Standard Specification 9- 03.12(4). Alternatively, angular gravel or crushed rock can be used if it is sufficiently clean and uniform to prevent capillary wicking. Vapor Barrier: We recommend that a layer of durable plastic sheeting at least 10 mils thick be placed directly between the capillary break and the floor slab to prevent ground moisture vapors from migrating upward through the slab. During subsequent casting of the concrete slab, the contractor should exercise care to avoid puncturing this vapor barrier. Drainage Systems In our opinion, the house should be provided with permanent drainage systems to minimize the risk of future moisture problems. Based on conversations with the City Inspector and our exploration observations, it appears that a shallow groundwater table will limit infiltration of stormwater during the wet season. For this reason, we recommend that the proposed dry wells also include an overflow pipe that discharges to the stormwater sewer. We offer the following recommendations and comments for drainage design and construction purposes. Perimeter Foundation Drains: We recommend that the house be encircled with a perimeter drain system to collect any seepage water. This drain should consist of a 4- inch - diameter perforated pipe within an envelope of pea gravel or washed rock, extending at least 6 inches on all sides of the pipe, and the gravel envelope should be wrapped with filter fabric to reduce the migration of fines from the surrounding soils. Ideally, the drain invert would be installed no more than 8 inches above or below the base of the perimeter footings; however the drain should be set to drain by gravity to the stormwater sewer system. Runoff Water: Roof -runoff and surface -runoff water should not be allowed to flow into the foundation drainage systems. Instead, these sources should flow into separate tightline pipes and be routed away from the building to the dry wells and stormwater sewer system. Also, final site grades should slope downward away from the house so that runoff water will flow by gravity to suitable collection points, rather than ponding near the foundations. W :\ Projects116000s \16106 Habitat for Humanity116106 Tukwila Habitat House 072507 doc Habitat for Humanity July 26, 2007 Structural Fill Fill Application Footing subgrade Footing and stemwall backfill Slab -on -grade floor subgrade and subbase Sidewalk subgrade Driveway pavement base Driveway pavement subgrade ame& Minimum Compaction 90 percent 90 percent 90 percent 90 percent 95 percent 95 percent 7- 917- 16106 -0 Page 5 Infiltration: Because there is evidence that seasonal groundwater could be within 2 feet of the ground surface, infiltration dry wells should have an overflow pipe that discharges to the storm system. Ideally, the overflow would have a valve preventing backflow towards the house. During other times of the year, such as the time of our exploration, the proposed dry wells are feasible. We anticipate the dry well subgrade soils (approximately 6 feet deep) to be native, medium grained sand. Based on the State Department of Ecology Stormwater Design Manual, we recommend a long -term design infiltration rate of 2 inches per hour. Alternatively, using the King County Stormwater Design Manual for residential downspouts, the infiltration area can be calculated based on sand as the site soils. The term "structural fill" refers to any materials placed under foundations, slab -on -grade floors, sidewalks, pavements, and other such features. We expect that structural fill will need to be imported to the site in order to backfill the building foundation excavation to achieve the floor slab subgrade elevation. For imported structural fill, we recommend a well - graded sand and gravel with a limited amount of fines(silt and clay), less than 5 percent would be ideal. This type of material is easier to compact properly over a wide range of moisture contents. Materials: Typical structural fill materials include clean sand, gravel, pea gravel, washed rock, crushed rock, quarry spalls, well - graded mixtures of sand and gravel (commonly called "gravel borrow" or "pit- run "), and miscellaneous mixtures of silt, sand, and gravel. Recycled concrete is also potentially useful as structural fill. Soils used for structural fill should not contain any organic matter or debris, or any individual particles greater than about 6 inches in diameter. Fill Placement: Generally, quarry spalls do not require special placement and compaction procedures. In contrast, clean sand, gravel, crushed rock, soil mixtures, and recycled materials should be placed in horizontal lifts not exceeding 8 inches in loose thickness, and each lift should be thoroughly compacted with a mechanical compactor. Compaction Criteria: Using the Modified Proctor test (ASTM:D -1557) as a standard, we recommend that structural fill used for various on -site applications be compacted to the following minimum densities: W'1 Projects116000s116106 Habitat for Humanity116106 Tukwila Habitat House 072507.doc Habitat for Humanity July 26, 2007 Subgrade Verification and Compaction Testing: Regardless of material or location, all structural fill should be placed over undisturbed native soils. Also, structural fill compaction should be verified by means of in -place density tests performed during fill placement so that adequacy of soil compaction efforts may be evaluated as earthwork progresses. Soil Moisture Considerations: The suitability of soils used for structural fill depends primarily on their grain -size distribution and moisture content when they are placed. As the "fines" content (that soil fraction passing the U.S. No. 200 Sieve) increases, soils become more sensitive to small changes in moisture content. Soils containing more than about 5 percent fines (by weight) cannot be consistently compacted to a firm, unyielding condition when the moisture content is more than 2 percentage points above or below optimum. For fill placement during wet - weather site work, we recommend using "clean" fill, which refers to soils that have a fines content of 5 percent or less (by weight) based on the soil fraction passing the U.S. No. 4 Sieve. CLOSURE The conclusions and recommendations presented in this report are based, in part, on our interpretations and assumptions regarding subsurface conditions; therefore, if variations in the subgrade conditions are observed at a later time, we may need to modify this report to reflect those changes. AMEC is available to provide geotechnical monitoring, soils and concrete testing, steel and masonry inspection, and other services throughout construction. We appreciate the opportunity to be of service on this project. If you have any questions regarding this report or any aspects of the project, please feel free to contact our office. Sincerely, AMEC Earth & Environmental, Inc. Stephen A. Siebert, P.E. • I. r entworth, ., L.G. Senior Engineer ' enior Engineer Enclosures: Figure 1 — Site Plan Hand Boring Logs — HB -1 and HB -2 amed 7- 917- 16106 -0 Page 6 W:1 Projects116000s116106 Habitat for Humanity V16106 Tukwila Habitat House 072507.doc CLIENT LOGO CLIENT HABITAT FOR HUMANITY AMEC Earth & Environmental 11335 N.E. 122nd Way, Suite 100 Kirkland, WA, U.S.A. 98034-6918 ame OWN BY: JRS CHK'D BY: TDW DATUM: NONE PROJECTION: NONE SCALE: AS SHOWN PROJECT TUKWILA HABITAT HOUSE TITLE SITE PLAN REV. NO.: DATE: JULY 2007 PROJECT NO: 7-917-16106-0 FIGURE No. 2 L NOM 1 .22•2222/2auruunsueumaasernesoaumuuat ) I 1.1.1.114•1114■UnZINKRACYPIE7110,VM1VMCOJCON.RUninntt nu.....uuununt $ namunarnouranuenauvraraunnunv FnORPONOMERIARII COKNUNIMUNIMAAnAt annICMIZAVINEWAIGIra. sollm1.1 HIM SIDE SEVVER DETAIL G:L 91016000 D16106 — Tukwila Habitat HoueeE16106-02.dwg — Layoutl — Jul. 25, 2007 9:51am — jeffrey.sandera . hil■.•■ .1/1 Nti .1.. 1 0 , :l ... t.A . 00.11,11.■ ■11,47 111114••. Now. 0 DRY WELL DETAIL 3 ,u ,_ a— n— n— n — --.....— ------ L -$---..n . --‘ n -"--, • - nNshi — — ---, 1 -'-- — 1 0 . ,."/, .//./' '. z ,/ 7 I .:-.. „ , vl ,' ,/...'/e.1! II I J SITE PLAN 0 LEGEND HR-1 HAND BORING NUMBER AND APPROXIMATE LOCATION 20 40 E IN Depth (feet) 0.0 - 2.0 2.0 - 4.0 4.0 - 6.0 0.0 - 0.5 0.5 - 2.0 2.0 - 4.0 4.0 — 4.2 HAND BORING LOGS 7 - 917 - 16106 - 0 Material Description Sample No. Hand Boring HB -1 Location: Southwest corner of house excavation Approximate ground surface elevation: 113.5 feet Medium stiff, damp, tan SILT Becomes mottled tan and gray Loose to medium dense, damp, dark gray, medium SAND Hand boring terminated at approximately 6.0 feet No caving observed No seepage observed Hand Boring HB -2 Location: West of house excavation, between proposed drywells Approximate ground surface elevation: 113.5 feet Loose, damp, tan, gravelly SILT (Fill) Medium stiff, damp, tan SILT Becomes mottled tan and gray Loose to medium dense, damp, dark gray, medium SAND Hand boring terminated at approximately 4.2 feet No caving observed No seepage observed G -1 G -1 Date Excavated: 20 July 2007 Logged by:TDW W:1 Projects116000s116106 Habitat for Humanityl16106 HAND BORING LOGS7 072507.doc *N Department of Executive Services King County Fi nance and tY Business Operations Division Agency Name andAddress 0300 a. (Rev Ka) ment of ive Services x and ass Operations Division lame andAddress 4fm flePx/ ,s g1{r3 if Fad / / ew i Kelly Morgan 15439 53 Av S, Ste B Tukwila WA 98188 RE: CORRECTION LETTER #1 Development Permit Application Number D07 -090 Habitat for Humanity —12230 43 Av S Dear Applicant, This letter is to inform you of corrections that must be addressed before your development permit(s) can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the Building, Planning, and Public Works Departments. At this time the Fire Department has no comments. Building Department: Allen Johannessen at 206 433 -7163, if you have questions regarding the attached memo. Planning Department: Minnie Dhaliwal at 206 431 -3685, if you have questions regarding the attached memo. Public Works Department: Joanna Spencer at 206 431 -2440, if you have questions regarding the attached memo. Please address the attached comments in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that four (4) complete sets of revised plans, specifications and/or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections/revisions must be made in person and will not be accepted throufh the mail or by a messenier service. If you have any questions, please contact me at (206) 431 -3760. Sincerely, arshall hnician encl File No. D07 -090 P:\Pemrit CenterCCorrection Letters\2007D07 -090 Correction Ltr #1.DOC jem City of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 e DATE: May 18, 2007 APPLICANT: Habitat for Humanity RE: D07 -090 ADDRESS: 12230 43 Ave S PLANNING DIVISION COMMENTS Please review the following comments listed below and submit your revisions accordingly. If you have any questions on the requested revision, Minnie Dhaliwal is the planner assigned to the file and can be reached at 206 -431 -3685/ The building permit cannot be issued until the property ownership transfer process is complete. DATE: May 18, 2007 PROJECT: Habitat for Humanity New SFR PERMIT NO: D07 -090 (P:Laurie Admin/Joanna /Comments 1D07 - 090) PUBLIC WORKS DEPARTMENT COMMENTS PLAN REVIEW: Contact Joanna Spencer at (206) 431 -2440 if you have any questions regarding the following comments. 1) Please execute the attached Hold Harmless Agreement — Right of Way for work inside the City of Tukwila Right of Way. 2) Please submit specs for proposed permeable driveway material and revise site plan sheet no. A1.0 per attached mark -up. Building Division Review Memo Date: April 24, 2007 Project Name: Habitat For Humanity Permit #: D07 -090 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. Sheet # 50.0 "General Notes" make reference to outdated UBC codes. Please review general notes and revise general notes to be consistent with current 2003 IRC & IBC codes. 2. The site plan does not show a footing -drain discharge system. Provide additional plan details that identify a footing drain or a crawl space water discharge system. The footing discharge system will generally be separate from the roof drainage system. 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. (IRC R405.1, R408.6) 3. Relative to item # 2) above provide topographical elevations that identify finish floor building foundation elevation as it relates to street elevations. Show surface drainage shall be diverted to a storm sewer conveyance or other approved point of collection so as to not create a hazard. Lots shall be graded to drain surface water away from foundation walls. The grade shall fall a minimum of 6 inches within the first 10 feet. (IRC R309.5, R401.3 & 401.4) Should there be questions concerning the above requirements, contact the Building Division at 206 -431- 3670. No further comments at this time. March 21, 2007 Kelly Morgan 15439 53 Av S, Ste B Tukwila WA 98188 Dear Applicant: Cizof Tukwila Department of Community Development Steve Lancaster, Director RE: Letter of Incomplete Application # 1 Development Permit Application D07 -090 Habitat for Humanity —12230 43 Av S Steven M. Mullet, Mayor This letter is to inform you that your permit application received at the City of Tukwila Permit Center on March 19, 2007 is determined to be incomplete. Before your application can continue the plan review process the following items from the following department needs to be addressed: Public Works Department: Joanna Spencer, at 206 431 -2440, if you have any questions concerning the following comments. 1. Submit a site plan showing how individual utilities will serve the new building (water, sanitary sewer, storm drainage, power, gas, phone). Also show the nearest fire hydrant. Contact Mike Cusick, PW Senior Water Sewer Engineer, if you need information regarding sanitary sewer stub location. Show existing and proposed contours. Please address the comment above in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that four (4) sets of revised plans, specifications and/or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at the Permit Center at (206) 433 -7165. Enclosures File: D07 -090 P:Vennifer\Incomplete Letters\2007\D07 -090 Incomplete Ltr #1.DOC jem 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 Work Location: Reference Number(s) of Related Document(s): — 0 90 Grantor /Borrower: I4 G r 14ur' h, - Sea l e 1 3 4. ) 11 1u1� �ti't Cx \.\)/\ Grantee /Beneficiary: CITY OF TUKWILA, a municipal corporation of King County, Washington Ave S f k ii I a , Abbreviated Work Description: Indemnification and Hold Harmless and Permit Temporary in Nature A.+Fc cL + p t.(bt i C- u1-1 I fi es on 5ttrne,+-, 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. Page / of )( Ect.cieb Co J4�► DATED this I I individual(s) COUNTY OF KING GRANTOR(s): Icxbl r man 11-(4 -Seca .) $i GRANT GRANTOR(s): STATE OF WASHINGTON day of J t- 1 � ss. My commission expires: Page 2 of Y , 200/ On this 11 day of c )une , 2007 , before me a Notary Public in and for the State of Washington, personally appeared r do TL Fp e F0 , and , to me known to be the individual(s) that executed the foregoing instrument, and acknowledged it to be the free and voluntary act of said individual(s), for the uses and purposes mentioned in this instrument, and on oath stated that he /she /they was /were authorized to execute said instrument. IN WITNESS WHEREOF, I ave hereu set hand and official seal the day and year first above written ;R Name: UYfl1 Cb • f�a G (12 NOTARY PUBLIC, in and for the State of Washington, residing at 311 o hOr i h g Ig DATED this 21 SL day of J iL,ri.Q , 200_7 GRANTEE: CITY of TUKWILA By: Print Name: James Morrow Its: Public Works Director STATE OF WASHINGTON COUNTY OF KING On this day, before me personally appeared JIM MORROW to me known to be the PUBLIC WORKS DIRECTOR for the City of Tukwila, and executed this instrument on behalf of the City of Tukwila in his capacity as PUBLIC WORKS DIRECTOR and acknowledged that he is authorized to do so at his free and voluntary act and deed, for the uses and purposes therein mentioned. IN WITNESS WHEREOF, I have hereunto set my hand and official seal the day and year first above written. NOTARY PUBLIC, in and for the State of Washington, residing at % f''u 1 c My commission expires: C '5 'gq'/ Page 41 of / REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS D l o avt, 8 -9-0 Summary of Revision: �, ilk I, &Irj t i 41140 Au rtth V V / Summary of Revision: Received by: REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS D l o avt, 8 -9-0 Summary of Revision: �, ilk I, &Irj t i 41140 Au rtth V V / Summary of Revision: Received by: REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS D l o avt, 8 -9-0 Summary of Revision: �, ilk I, &Irj t i 41140 Au rtth V V / Summary of Revision: Received by: REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS c,(,(2 D l o avt, 8 -9-0 Summary of Revision: �, ilk I, &Irj t i 41140 Au rtth V V / Received by: 72e-- /1 8A / / t( REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: - Received by: PROJECT NAME: M, 04 fog- k Mn rna. PERMIT NO: 704 0 SITE ADDRESS: I221/0 1 $ ksJ ORIGINAL ISS DATE: VII f j REVISION LOG (please print) (please print) (please print) (please print) (please print) ACTIVITY NUMBER: D07 -090 DATE: 08 -07 -07 PROJECT NAME: HABITAT FOR HUMANITY SITE ADDRESS: 12230 43 AV S Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # X Revision # 1 After Permit Issued DEPARTMENT , : u Div st n Public Works n DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROUTING: Please Route ❑ Structural Review Required REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: Documents/routing slip.doc 2 -28-02 PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP Fire Prevention Structural Incomplete n Planning Division ❑ Permit Coordinator CI DUE DATE: 08-09-07 Not Applicable ❑ No further Review Required DATE: DUE DATE: 09-06-07 Approved Approved with Conditions ❑ Not Approved (attach comments) C Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: DEPARTMENTS: A1/11 j11,141 Bui +� g Divisio Public Works Complete TUES/THURS ROtATING: Please Route Documents/routing slip.doc 2.28 -02 RMIT COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D07 -090 DATE: 06 -12 -07 PROJECT NAME: HABITAT FOR HUMANITY SITE ADDRESS: 12230 43 AV S Original Plan Submittal Response to Incomplete Letter # X Response to Correction Letter # 1 Revision # After Permit Issued DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 06 -14 -07 Incomplete ❑ Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials:_ Structural Review Required Fire Prevention ❑ Plarfning Di'vdsion -114 Structural ❑ Permit Coordinator Not Applicable ❑ No further Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 07 -19 -07 Approved ❑ Approved with Conditions Not Approved (attach comments) ❑ Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D07 -090 DATE: 04 -20 -07 PROJECT NAME: HABITAT FOR HUMANITY SITE ADDRESS: 12230 43 AV S Original Plan Submittal Response to Correction Letter # X Response to Incomplete Letter # I Revision # after Permit Issued DEPARTMENTS „I, Bui g ision Fire Prevention Public Work� _ Structural PHA DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 04 -24 -07 Not Applicable ❑ Complete g APPROVALS OR CORRECTIONS: 2 -28.02 Incomplete € 18-01 Planning Division IN Permit Coordinator n Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROyTING: Please Route g Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: DUE DATE: 05 -22 -07 Approved ❑ Approved with Conditions El Not Approved (attach comments) Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg Fire ❑ Ping PW Staff Initials: PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D07 -090 DATE: 03 -19 -07 PROJECT NAME: HABITAT FOR HUMANITY SITE ADDRESS: 12230 43 AV S X Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # After Permit Issued DEPARTMENTS: M g°1 g 9z- 3 Planning Building Division Fire Prevention Plannin Division Public Wprks Structural ❑ Permit Coordinator CO � 0 _ filhiA el .0).4.0 01 DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 03-20-07 Complete n Incomplete ❑ Not Applicable Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: 0 Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ttl Staff Initials: V TUES/THURS ROUTING: Please Route ❑ Structural Review Required REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: Documenls/roultng slip.doc 2 -2&02 LETTER OF COMPLETENESS MAILED: No further Review Required DATE: DUE DATE: 04-1 7-07 Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) n Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: 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: / per! L Zo 1.b07 Plan Check/Permit Number: D07-090 ® Response to Incomplete Letter # 1 ❑ Response to Correction Letter # ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: Habitat for Humanity Project Address: 12230 43 Av S Contact Person: 1 r- ( , t o R 'D Phone Number: 29 2 – rJ 7i� Summary of Revision: t,S 1, f f - 17L ? A 1. ihf.1 ( p.1 u-r t -11 ,wt' f ter— -{-(` Sheet Number(s): A 1.0 "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: X l , Entered in Permits Plus on \applications \forms- applications on line\revision submittal Created: 8 -13 -2004 Revised: Steven M Mullet, Mayor Steve Lancaster, Director APR o ?Oil Date: Project Name: Created: 8 -13 -2004 Revised: X /Y /a 7 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. Received at the City of Tukwila Permit Center by: Entered in Permits Plus on \applications\forms- applications on line\revision submittal Plan Check/Permit Number: ❑ Response to Incomplete Letter # ❑ Response to Correction Letter # Revision # I after Permit is Issued a Revision requested by a City Building Inspector or Plans Examiner /I 6. ¢�7- , /2-.5=50 t/ 3 ✓ ' AvA_ S . R e--A /,�..)Aws Project Address: Contact Person: Summary of Revision: . • w ��r TY w. e /i- o.J / SO -c -c_ .0 ( a_ £ c - S r 4 C Phone Number: „2-0 C .. s-S s - -E,r tl,G Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision 10 — CITY OF Tt y yLA At16 I- 8 2007 PERMIT CENTER Contact Person: Summary of Revision: - 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: L I it /too 7 Plan Check/Permit Number: D07-090 ❑ 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: Habitat for Humanity Project Address: 12230 43 Av S Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: 1 ) Entered in Permits Plus on ( o \applications\forms- applications on line\revision submittal Created: 8 -13 -2004 Revised: Steven M Mullet, Mayor Steve Lancaster, Director Phone Number: W o - 29 2 - 521 a f:E1VED 04. TUKINILA JUN 11200/1 -'EPMiT ' :ENTER License Information License HABITFH972LD Licensee Name HABITAT FOR HUMANITY /SEA/SO KC Licensee Type CONSTRUCTION CONTRACTOR UBI 601059723 Ind. Ins. Account Id 82709900 Business Type CORPORATION Address 1 15439 53RD AVE SO SUITE B Address 2 City TUKWILA County KING State WA Zip 98188 Phone 2062925240 Status ACTIVE Specialty 1 GENERAL Specialty 2 UNUSED Effective Date 6/4/2003 Expiration Date 4/5/2008 Suspend Date PRESIDENT Separation Date 03/09/2006 Parent Company Previous License SEATTHF055MJ Next License Associated License Business Owner Information Name Role Effective Date Expiration Date HADALLER, DONNA TREASURER 06/04/2003 GALLEGOS, DIANE VICE PRESIDENT 06/04/2003 CROSON, KATHLEEN VICE PRESIDENT 03/09/2006 GAYLORD, TOM VICE PRESIDENT 03/09/2006 EPP, BRYON M VICE PRESIDENT 03/09/2006 HINES, BENTON VICE PRESIDENT 10/30/2006 LARSON, ALLEN VICE PRESIDENT 10/30/2006 WILSON, ALICE VICE PRESIDENT 03/09/2006 10/30/2006 HOWLAND, TIMOTHY PRESIDENT 06/04/2003 03/09/2006 Look Up a Contractor, Electrician or Plumber License Detail Page 1 of 2 Washington State Department of Labor and Industries General/Specialty Contractor A business registered as a construction contractor with L &I to perform construction work within the scope of its specialty. A General or Specialty construction Contractor must maintain a surety bond or assignment of account and carry general liability insurance. https: // fortress .wa.gov /lni/bbip /printer.aspx ?License= HABITFH972LD 06/29/2007 KOPPE I WAGONER A r c hi t o c t s 811 FIRST AVENUE SUITE 615 SEATTLE, WASHINGTON 98104 P. (206) 344 -5788 F. (206) 344 -5789 STATE O \ REGERED ARC CLIENT: Habitat for H Humanity 1 k $11 13 PORCH ROOF DETAILS 14 PORCH ROOF DETAILS 1' = 1" = 1' -0" PORCH ROOF 1" - 1" = 1' -0" 1 5 FRONT PORCH o\/er hea c elelmerts unclerR olesign #4 REBAR AT NOSING, (2) "4 e BOTTOM 6X6 WWF COMPACTED STRUCTURAL FILL PER GEOTECH REPORT SLOPE 1/4' PER FOOT —Ix NAILER a ANCHOR BOLTS r 3 -1/2' HIGH CURB BEARING PORCH ONLY .4° ° d v o d °° e d a a 1 2 RAILING DETAIL 1 " 1' -0" • • 4: . . •0 . #,. •a • M• 0 •'. • 1" = 1' -0" • 1 5 FOOTING DETAIL . . • .. . . +. + .p diyr •• ,• ▪ M' . •• •. • r • • � • • ,� • • - • a - REBAR COMPACTED STRUCTURAL FILL 10 MIL VAPOR BARRI 2' SAND LAYER (OPTIONAL) COMPACTED STRUCTURAL FILL 20 WALL SECTION 1' = 1' -0" 1 • CONTINUOUS AIR VENTING 1=111= =111=111= Il —I1 PRE - MANUFACTURED ROOF TRUSS AIR BAFFLES TO ALLOW CONTINUOUS VENTING TYPICAL NEW ROOF ASSEMBLY R -38 BATT INSULATION S /S' CDX PLYWOOD 13# MIN. BUILDING FELT COMPOSITION ROOFING BIRD BLOCKING AT EVERY BAY AND INSECT SCREENING NE'L' SE-:=OND FLOOR ASSEMBLY FLOOR JOIST PER STRUGT. PLAN S /S° GIB. CEILING 3/4° CDX SUBFLOOR FLOORING PER PLAN RADIANT 1- 4EATING TUBES R -19 INSULATION FILE COPY Permit No. an review 7.7rcvai is subject to errors and omission. Approval cf ccnstruction documents does not authoriz the violatcn cf c: y accepced code or ordinances. Receipt of approved r c,7/ end co d.tions Is ackntn'iedgedo BY TYPICAL NEW WALL ASSEMBLY I/2° GWB 2X6 STUDS m 16° O.G. R -2I HIGH DENSITY BATT INSUL. I/2' SHEATHING 15$ BUILDING FELT OR TYVEEIC BUILDING WRAP I- IARDIPLAN< SIDING NEW FIRST FLOOR ASSEMBLY FLOATING WOOD FLOOR SYSTEM 4'S.O.G_ W/ 6X6XIO GAUGE WWF R -10 RIGID INSULATION PERIMETER 10 MIL. VAPOR BARRIER COMPACTED STRUCTURAL FILL PER GEOTECH REPORT FINISH GRADE - (2) "4 REBAR e TO ANCHOR BOLTS 4' O.G. - I 0 4 REBAR HORIZ_ e 15' O.G. 4 REBAR VERTICALLY e IS' O.G. — FILTER FABRIC - 4° WASHED GRAVEL 3/4' MINUS OR PEAGRAVEL o, -- PERFORATED 4' LINE (2) •4 REBAR CONTINUOUSLY STRUCT. NOTES FOR CO TE COVER CLEARANCE City of Tukwila BUILDING DIVISION 'BREWED FOF _ COMPLIAN( .PPROVED AUG - 9 2007 REVISIONS No charges shall be ma of wort without prior Tukwila Builcling NOTE Regions wU refire a and may include additional RECEIVED CITY OF TUKWILA AUG 0 8 2007 PERRMVIIT CENTER REVSIONNOI___ C� � irvh od Te (' r `� ,w4- C S: &/c i c 10 C �D O�� Glestur) ivl KOPPE I WAGONER A r c hi t o c t s 811 FIRST AVENUE SUITE 615 SEATTLE, WASHINGTON 98104 P. (206) 344 -5788 F. (206) 344 -5789 \ R H T I EREY ARCHITECT STATE OF WASHINGTON CLIENT: Habitat for Humanity Contact: Tom Gaylord 13925 Interurban Ave S # 200 Tukwila, WA 98168 (206) 292 -5240 PROJECT: CITY OF TUKWILA H ABITAT H OUSING PROJECT PROJECT FILE: NO: FRAMING PLANS DRAWN BY: SMH DATE: PLOTTED: S/2/2001 — — — N 3 Aug 2007, 14:09 MARK DATE DESCRIPTION STEP WD2A ` �' SLAB ON GRADE W/ WWF HD2A J Q 5-0" 10" THICK FOOTING W/ (3) #4 REBAR E.W. u; Eo SHEET TITLE: FOUNDATION AND FRAMING PLANS SHEET NO.: S2.0 -6 TO DRYWELL KEEP FTG. AND ROOF DRAINS SEPERATE 9' -1 3/4" L5TA36 L5TA36 L5TA36 L5TA36 NL- L5TA36 DL TL DL TL FOUNDATION PLAN 1/4" = 1'--0" 1/4" = 1' -0" (3) 2X6 COLUMN W/ SIMPSON CC66 54 x9z'PSL LIVING ROOM 6x8 W>=ADER DL TL CLOSET 4X6 COLUMN - W/ SIMPSON CC66 2ND FLOOR FRAMING PLAN DL 9 U2 TL 6x8 DSg CLOSET . .11 210 JOIST GAS METER MECH. N UP N WATER 6x6 l- SHUTOF TL HB DL 4X6 COLUMN W/ SIMSON CC66 5-4 x 9 PSL ELECTR CAL P N L KIT D O :HEN DINING /FAMILY AREA (2) no SIMPSON TIES m LLi HD24 L5TA36 L5TA36 L5TA36 r 9 L5TA36 L5TA36 L5TA36 L5TA36 — 6x8 HEADER LSTA36 STEP 7" RISE/11" RUN SLAB ON GRADE W/ 6X6 WWF SLOPE 1/4" PER FT. CONTROL JOINT -I — 1° LEVEL CHANGE SLAB ON GRADE W/ 6X6 WWF SEE FOUNDATION PLAN FOR HOLD DOWNS CURB — SLAB PLAN 1/4' = EXTEND SHEMWALL TO ROOF DIAFHRAM RU55ES 2X6 QpUTLOOKIER 6 NEA F ROOF FRAMING PLAN 1/4" = 1' -0" N SLAB ON GRADE W/ WWF SLOPE 1/4" PER FT. EWED� CODE COMPUiANCE APPROVED AUG - 9 2007 City Of Tukwila RECEIVED CITY OF TUKIAIIL AUG 0 8 [ w.1 ' PEWIT CENTER 1-- — — — — — — — N — STEP WD2A ` �' SLAB ON GRADE W/ WWF HD2A J Q 5-0" 10" THICK FOOTING W/ (3) #4 REBAR E.W. u; Eo r 1' 0 1/2' 3' -8 1/4' 2' -0' 4' -8" 2' -6' 4' -2 1/4° r ' -`" 2' -0° 4' -0' l' - � A 3 i 1-02A 4. , WD2A JJ ° i N WD24 T WD2A \ SLAB ON GRADE WD2A CCONTROL JOINT N 7 9 N A — L _1 L _I WD2A I�_ J W/ WWF i—J 5 ® A 5 � I-ID2A A4.0 A4.0 A4 0 1-8" 2' - 0" typical J WD2A ti r.1 A ° i J ~ A WD2A • J ~� � A : , , a a.' -6 TO DRYWELL KEEP FTG. AND ROOF DRAINS SEPERATE 9' -1 3/4" L5TA36 L5TA36 L5TA36 L5TA36 NL- L5TA36 DL TL DL TL FOUNDATION PLAN 1/4" = 1'--0" 1/4" = 1' -0" (3) 2X6 COLUMN W/ SIMPSON CC66 54 x9z'PSL LIVING ROOM 6x8 W>=ADER DL TL CLOSET 4X6 COLUMN - W/ SIMPSON CC66 2ND FLOOR FRAMING PLAN DL 9 U2 TL 6x8 DSg CLOSET . .11 210 JOIST GAS METER MECH. N UP N WATER 6x6 l- SHUTOF TL HB DL 4X6 COLUMN W/ SIMSON CC66 5-4 x 9 PSL ELECTR CAL P N L KIT D O :HEN DINING /FAMILY AREA (2) no SIMPSON TIES m LLi HD24 L5TA36 L5TA36 L5TA36 r 9 L5TA36 L5TA36 L5TA36 L5TA36 — 6x8 HEADER LSTA36 STEP 7" RISE/11" RUN SLAB ON GRADE W/ 6X6 WWF SLOPE 1/4" PER FT. CONTROL JOINT -I — 1° LEVEL CHANGE SLAB ON GRADE W/ 6X6 WWF SEE FOUNDATION PLAN FOR HOLD DOWNS CURB — SLAB PLAN 1/4' = EXTEND SHEMWALL TO ROOF DIAFHRAM RU55ES 2X6 QpUTLOOKIER 6 NEA F ROOF FRAMING PLAN 1/4" = 1' -0" N SLAB ON GRADE W/ WWF SLOPE 1/4" PER FT. EWED� CODE COMPUiANCE APPROVED AUG - 9 2007 City Of Tukwila RECEIVED CITY OF TUKIAIIL AUG 0 8 [ w.1 ' PEWIT CENTER licsansanasammir KOPPE I WAGONER A r c h i t e c t s 811 FIRST AVENUE SUITE 615 SEATTLE, WASHINGTON 98104 P. (206) 344 -5788 F. (206) 344 -5789 \ REGISTERED ARCHITECT STATE OF WASHINGTON i CLIENT: Habitat for Humanity Contact: Tom Gaylord 13925 Interurban Ave S # 200 Tukwila, WA 98168 (206) 292 -5240 PROJECT: CITY OF TUKW1LA H ABITAT HOUSING PROJECT CORRECTION LTR# PROJECT NO: FILE: DRAWN BY: 5M1-I DATE: __ q/25/200 = PLOTTED: 8 Jun 2007, 12:55 MARK DATE DESCRIPTION I SHEET TITLE: COVER SHEET RECEIVED JUN 1 1 2007 PERMIT CENTEF SHEET NO.: A - "e, ABBREVIATIONS Syrn6ole used as abbraVialartx 0- ANO 0- AT, CENTERUNE /- DIAMETER OR ROUND d- PENNY A M,OUS ACOUSTICAL AB =MR BOLT ACT ACOUSTIC 11LE AD ACCESS DOOR ADJ ADJUSTABLE ;Fr ABOVE FINSH FLOOR ALT ALTERNATE ALUM ALUMINUM � X APPROBATE ARCHITECTURAL ASPH ASPHALT B BOTTOM BB BULLETIN BOARD; BOARD BLDG BUILDING SU( BLOCK; BLOWING am BEM BRK BRICK B$UT seam BUR BUiLT UP ROOF C TO C CENTER TO CENTER CAB CABINET ca CATCH eAstm Cal GIEMENr CH CONDUCTOR HEAD CJ CONTROL JOINT CL CENTER IHNE CLG CEILING CLKG CAULKING CLOS CLOSET aR CLEAR CMU CONCRETE MASONRY TAT COL caULIN CLINT CONC CONCRETE CONTINUOUS � Q CT CERPUIC TILE OR CENTER GUST CUSTODIAN DB ` D) DK DOUBLE DEPT DEPARTMENT DET DETAIL Of DRINKING FOUfNUVN DIA METER ON DIENSON OSP D D� DR DOOR CS DOWRSPOUT � c DISHWASHER EA EACH EJ JOINT s. ELEVATION ELEC ELECTRICAL ELEY ELEVATOR EC) EQUAL Lw � � DT; _ MST EXIS11NG EXP EX EGAUST ECT� ARCHITECTURAL SYMBOLS A LOBBY 100 o'-0 " emu-o11 FA FAT BAR FL FE FLOOR DUN POND FE FIRE EXR FEC ERE EXTINGUISHER carer FO- FF FINISH FLOOR Ft, FIR F OOR �) PROM FLUOR FOF FOS FR FR FT FIG FURR ak GALv GB GEN DI. GLs GSF ORB GIP H to NOR HDWD HOW HW HOR FIR HT ID tH INFO INSUL 1NT JET JET Jr L L LAv LAM LTG LVR NAT M"E�N MET MFG MFR M MR VISO MLDG MO MiD NIL Max NC NO. Nrs DG OCC OD OH OPG OFP NAME 1 FLUORESCENT FACE Of ROSH FACE Of STUD F E1E�, FiRE RE51SITVE FEET; FOOT FOOTING FURRING GAUGE GR? E BAR GENERAL GLASS; RAM GLAZED a L E-LAM BEAM FEET GYYP BOARD GYPSUM HIGH (I) HOSE BIB HEADER MITA100D HOLM HORIZONTAL PANDRAIL M EE DNMEiER I NCH cN INSULAION INTERIOR sit SO JUNCTION BOX JOIST JOINT LONG (DIM) LAVATORY MATED UGHTING LOANER MATERIAL LIMA/TINE MA Fk U� MINIMUM MIRROR MISCELLAPEOUS OPETING MOULDING MOUNTED METAL MULL NOT M) CONTRACT NUMBER NOT TO SCALE OVER OCCUPANT(S) ON CENTER OUTSIDE DIAMETER OVERHEAD OP PARTITION PROPERTY LINE FtYNOOD PANEL POLISH: POUSHED MOB �A QED PROP PROPERTY PT PANT PT RD POINT _ PAPER TOLAEL TH TN PAART N O ISOR P R RADIUS: RISER RD ROY DRAIN • BASE REF REIN REFRIGERATOR Rex RELOCATE READ MOM R£S RESILIENT REV REVISED; NING RD ROUGH OPENING R ROUGH SAWN RIBBER SINIC swarm C � SEES SOUD SOAP DISPENSER SQUARE FEET SAFETY MASS SHELF, SHELVING SHEET SHEATHAV SMEAR SHEET METAL SQUARE SIFT. SQUARE FOOT (F'EET) MIN SQUARE N GHES m srsn. STEEL. STOR STORAGE STRUC STRUCTURAL SUB SUBSIMITE SIISP SUSPEND(ED) SV SHEET VINYL SAM SYMMETRICAL T,TRD TREAD T.O. TOP OF T.O.P. TOP OF PAVEMENT T.O.S. TOP OF STAB , T E A W. TOP OF WALL MEWS 'TEMP ;Tf 'ERATURE; TEMPERED RIX MESH T THRESHOLD MU THROUGH TJT TRUSS JOIST YP HOLDER S 54s Sc SD SF SG SIT SHT ENG SHWR SIM UNO VAR VCT V WD WOO LW WO VIP WS INTERIOR ELEVATION REFERENCE DRAWING REFERENCE NUMBER SCALE DRAWING NAME & SCALE REFERENCE NORTH ARROW ROOM NAME AND NUMBER DOOR REFERENCE NUMBER WINDOW REFERENCE NUMBER ASSEMBLY REFERENCE CEILING HEIGHT REFERENCE FINISH MATERIAL REFERENCE SMOKE DETECTOR UNLESS NOTED OTFERWISE VINYL �POSION 111.E VERTICAL OVAL GRAN WITH WFIiEEOARD WOOD WINDOW WATER WWUHOU ('srm) �PING) BUILDING GRID LINES BUILDING SECTION LINE WALL SECTION DETAIL REFERENCE DETAIL REFERENCE EXTERIOR ELEVATION REFERENCE 1. All work shall be clone in conformance with the 2003 International Building Code, 2003 Residential Building Code, Uniform Plumbing Code (UPC), National Electric Code (NEC), Washington Industrial Safety and Health Act (WISHA), and applicable Washington State codes and ordinances. dimensions. GENERAL NOTES on 1s drawing s all hay = preceden ale 3. All dimensions on drawings are to the face of studs, the face of concrete, and door /window rough openings unless otherwise noted. 4. All wood framing members are noted by nominal dimension on the drawings, all trim by actual dimension If noted with inches , and nominal if noted without inch symbol. 5. Contractor shall verify all dimensions, conditions, etc. pertaining to the work before proceeding. The architect must be notified of any variations from the dimensions and /or conditions shown on these drawings. Any such variation shall be resolved by the Architect prior to the Contactor proceeding with the work, or the contractor shall accept full responsibility for cost to rectify same. 6. Each sub — Contractor shall be responsible for the joining of his work to the work of other trades. Discrepancies on drawings or in specifications, if any, shall be brought to the attention of the architect immediately upon discovery or before proceeding with the work, or accept full responsibility for costs to rectify the some. 7. Repetitive features not noted on the drawings shall be completely provided as if drawn in full. Drawings indicate general and typical details of construction. Where conditions are not specifically indicated, but are similar in character to details shown, similar details of construction shall be used, subject to review and approval by the Architect and Structural Engineer. Refer to architectural drawings for openings, architectural requirements and dimensions. 8. These drawings do not include necessary components for construction safety. 9. Contractor is responsible during the construction for providing protection as necessary to preserve and maintain the building, grounds, landscaping and adjacent buildings and materials, and to assure the safety of the public. 10. Contractor is to confine operations and storage to the work areas indicated on the drawings. Keep the work areas and building clean and orderly. Provide necessary signage, barricades, fencing and lighting as required to restrict site access. ROOF VENTILATION Roof ventilation shall be provided by eave vents, and gable end vents (see elevations on A3.0). All vents shall conform with roof ventilation notes below. New roof area = 690 SF required ventilation at 1/150 = 4.6 SF TOTAL 1) Enclosed attics and enclosed rafter spaces formed where ceilings are applied directly to the underside of roof rafters shall have cross ventilation for each separate space by ventilating openings protected against the entrance of rain and snow. 2) Where eave or cornice vents are installed, insulation shall not block the free flow of air. A minimum of 1 inch of air space shall be provided between the insulation and roof sheathing. 3) The net free ventilating area shall not be less than 1/150 of the area of the space ventilated, or 1/300 if 50% of the required venting area is provided by ventilators located in the upper portion of the space to be ventilated, at least 3' -0" above cave or cornice vents. 4) Openings for ventilation shall be covered with corrosion resistant metal mesh with mesh openings of maximum 1/4 inch in dimension. SMOKE DETECTORS 1) Smoke detectors shall be installed in all new and existing bedrooms, and at central locations in hallways leading to bedrooms. 2) On the upper floor, a smoke detector shall be installed on the ceiling in close proximity to the stairway. 3) At least one smoke detector shall be installed in the basement. 4) Smoke detectors shall receive their primary power from the building wiring and be equipped with a battery backup. 5) Smoke detectors shall be interconnected. B) See A1.02 & A1.03 for smoke detector locations. VICINITY MAP 3 HAND & GUARDRAILS The top of handrail shall be 36" above the nosing of the treads & landings. Handrails shall be continuous the full length of the stair & the ends shall be returned or terminated in newel posts or safety terminals. The hand grip portion of handrails shall be of not less than 1 1/2" or more than 2" in cross — sectional dimension or the shape shall provide an equivalent gripping surface. The hand grip portion of handrails shall have a smooth surface with no sharp corners. Guardrails are to be 36" in height, typical. Open guardrails shall have intermediate rails or an ornamental pattern such that a sphere 4" in diameter can not pass through. FLASHING NOTES 1) All flashing and sheet metal work shall comply with S.M.A.C.N.A. standards. 2) Valley flashing shall be minimum 28 gauge corrosion resistant metal and shall extend at least 8 inches from the center line each way. Sections shall have an end lap of not less then 4 inches. Valley flashing shall have a 36 inch wide underlayment directly under if consisting of one layer of type 15# felt running the full length of the valley, in addition to the typical roofing underlayment for asphalt shingles. 3) Miscellaneous flashing — at the juncture of the roof and vertical surfaces, flashing and counterflashing shall be provided per the roof manufacturer's instructions and, when of metal, shall not be less than 26 gage corrosion resistant metal. MOISTURE CONTROL 1) Vapor barriers shall be installed on the interior side of the building envelope. 2) All exterior doors, including attic access doors, are to be weatherstripped and insulated. 3) All plumbing, electrical, and HVAC penetrations in floors, walls, and ceilings shall be caulked and sealed with sealants apprved for those locations. 4) Electrical outlet and light— switch boxes on exterior walls shall be sealed at the back of the receptacle with a face —plate gasket. 5) Sole—plate shall be glued or caulked to subfloor. Mud —sill to foundation wall joint shall be sealed. Caulk /seal rim joists between stories. All sealants and glues shall be approved for specific location and application. ENERGY CODE COMPLIANCE This project shall comply with Option III of the prescriptive approach for climate zone 1 of the WSEC 2003. The following R & U values, or better, shall apply: PROPOSED U AND R VALUES vertical glazing: overhead glazing: doors: ceilings: wall(ext) below grade: floors: slab on grade: 0.40 0.58 0.20 R -38/U =0.031 R -10 R -30 /U =0.029 R -10 MECHANICAL VENTILATION 1 The project shall also comply with all other applicable portionso of the WSEC, SEC, and VIAQ. Source specific ventilation shall be provided in each kitchen, bathroom, water closet, and laundry room. Bathroom and laundry room fans shall be 50 cfm min., kitchen fans shall be 100 cfm min. New forced —air system shall provide for whole house ventilation with at least 0.35 air changes per hour, but not less than 60 cubic feet per minute. Mechanical system shall provide outside air to all habitable rooms. WHOLE HOUSE VENTILATION SYSTEM WHOLE HOUSE EXHAUST FAN FAN MANUAL SWITCH 24 HOUR TIMER 6" DIA FRESH AIR DUCT FROM OUTSIDE TO RETURN AIR SIDE OF FURNACE. MOTORIZED DAMPER 2 FLOW DAMPER (SET TO ALLOW .35 ACH MIN. TO ,50 ACH MAX.) -. CENTRAL FORCED AIR UNIT 4 CODE DATA: PROJECT ADDRESS: 12230 43RD AVE S TUKWiLA, WA 98178 LEGAL DESCRIPTION: LOT 10, BLOCK 2 ALLENTOWN ADD TO THE CITY OF SEATTLE ACCORDING TO THE PLAT RECORDED iN VOL. 12 OF THE PLATS, PAGE 100. PARCEL NUMBER: 0179000270 ZONE: LDR ZONING - SUBSTANDARD LOT SIZE APPLICABLE CODES: 20031RC 2003 WASHINGTON STATE ENERGY CODE, LOT COVERAGE: LOT AREA: 3000 SF ALLOWABLE LOT COVERAGE: formula 35% yield 1050 SF PROPOSED LOT COVERAGE: HOUSE FOOTPRINT: NEW REAR DECK NEW FRONT DECK EAVES OVER 18 °: 690 SF 25 SF 139 5F 0 yield: 854 SF PROJECT DESCRIPTION: CONSTRUCTION OF A NEW, 1400 SF SINGLE FAMILY HOUSE ON A NARROW LOT. BUILDING D INTENT OF DOCUMENTS Plan review c pproval is erect to errors and omissions Approval cr C :r.- Wan documents does not autho the violet:- c: c 7 ,-..,cep; code or ordinenCe. Receipt of approvcJ Fay: ; r / r.:-.d conditions n i vL ctaTO� vled9ed: The Intent of These Documents is to provide the basic information necessary for an experienced General Contractor to properly execute the work, complete in all respects unless specifically noted otherwise. Dimensions: The drawings may not be drawn to scale in some instances; follow dimensions but do not scale drawings. Where dimensions are noted "verify ", consult the Architect for critical dimension criteria. All dimensions are given to the face of stud or top of plate, plywood subfloor, and face of concrete, unless noted otherwise. interpretations: These documents are subject to interpretation. Any detail, dimension, or statement not completely clear to the Contractor shall be referred to the Architect for interpretation. By proceeding without such interpretation, the Contractor assumes the responsibility for making corrections, if so directed by the Architect, at Contractor's expense. Conflicts: Conflicts in the drawings or conflicts between any drawing and specification shall be brought immediately to the attention of the Architect who will render a final decision as to the result intended. Where conflicts occur, it shall be assumed that the Contractor has figured the most expensive installation, If the Contractor does work that conflicts with another part of the drawings or specifications before receiving a decision from the Architect, he shall remove all such work deemed necessary by the Architect at his own expense. After the Contract is signed, no increase in price will be allowed for any conflict or for any omission when the intent, as interpreted by the Architect, is established by the character of the project, similar conditions which exist elsewhere in the project, or by surrounding conditions. Codes and Ordinances: The whole of the work is to be executed in strict accordance with applicable codes and ordinances. The Contractor shall secure and pay for all permits except general Building Permit which the Owner will secure. My work required by code but not specifically called out in drawings or specifications is part of this contract. If there is a conflict in drawings or specifications with a code, the code shall govern. Any conflicts shall be brought to the attention of the architect per "Conflicts" paragraph above. At completion of the work, supply the Owner with "final signed off" electrical, plumbing, and building permits (even though some may be Owner secured). Contractor Responsibilities: The Contractor shall be responsible for safety in the area of work in accordance with all applicable safety codes; for the verification and coordination of the work of all trades to assure compliance with the drawings, specifications, and all applicable codes; and for protecting all existing elements during construction that are to remain. The Contractor shall review with the architect the condition of the existing structure after demolition work. A copy of the approved plans must be on the site whenever construction is in progress. 5 PROJECT DIRECTORY CLIENT: HABITAT FOR HUMANITY 13925 INTERURBAN AVE S 0200 TUKWILA, WA 98168 TEL 206.292 -5240 CONTACT: TOM GAYLORD ARCHITECT: KOPPE WAGONER ARCHITECTS 81 1 FIRST AVE, SUITE 615 SEATTLE, WA 98104 TEL 206.344.5788 FAX 206.344.5789 CONTACT: JOHN KOPPE STRUCTURAL: KOPPE WAGONER ARCHITECTS 811 FIRST AVE, SUITE 615 SEATTLE, WA 98104 TEL 206.344.5788 FAX 206.344.5789 CONTACT: JOHN KOPPE DRAWING INDEX A0.0 COVER SHEET A1.0 ARCHITECTURAL SITE PLAN A2.0 FLOOR PLANS AND SECTION A3.0 EXTERIOR ELEVATIONS A4.0 DETAILS S0.0 STRUCTURAL NOTES 52.0 FRAMING PLANS No changes shall be made to the scope of vicri withcz:': prior approval Cf Tullyznz NOTE: n Revisiito-f dz. CODE COMPLIANCE APPRO SEPARATE PERMIT n QUIRED FOR: ?flechanical i Electrical OPlumbing IGG Js Piping City of Tukwila BUILDING' DIVISION BUILDING DIVISION (0(ZNo7 EROSION CONTROL NOTES JdS 1) PROTECT ADJACENT PROPERTIES FROM SEDIMENT DEPOSITION BY APPROPRIATE USE OF VEGETATIVE BUFFER STRIPS, SEDIMENT BARRIERS OR FILTERS, DIKES OR MULCHING, OR BY A COMBINATION OF THESE MEASURES. 2) PROVIDE FOR PERIODIC STREET CLEANING WHEN NECESSARY TO REMOVE ANY SEDIMENT THAT MAY HAVE BEEN TRACKED OUT. SEDIMENT SHOULD BE REMOVED BY SHOVELING OR SWEEPING AND CAREFULLY REMOVED TO A SUITABLE DISPOSAL AREA WHERE IT WILL NOT BE RE— ERODED. 3) INSTALL CATCH BASIN PROTECTION IN THE DOWNSTREAM CATCH BASIN IN THE STREET OR ALLEY 4) CLEAN STORM WATER INLETS AND CATCH BASINS IN THE STREET IF SEDIMENT FROM THE SITE GETS INTO THE STREET. 5) INSTALL EROSION CONTROL (STRAW BALES) DURING SITE CLEARING PRIOR TO START OF GRADING. INSTALL CATCH BASIN PROTECTION IN THE DOWNSTREAM CATCH BASIN IN THE STREET OF ALLEY. COVER ALL STOCKPILED SOILS AND CUT SLOPES WITH CLEAR PLASTIC AT CLOSE OF WORK EACH DAY. COVER ALL DISTURBED SOILS WITH 4" TO 6" OF STRAW OR MULCH AS SOON AS POSSIBLE AFTER BACKFILL IS COMPLETE. 6) COVER ALL STOCKPILED SOILS AND CUT SLOPES WITH CLEAR PLASTIC AT CLOSE OF WORK EACH DAY. 7) COVER ALL DISTURBED SOILS WITH 4 TO 6 INCHES OF STRAW OR MULCH ASAP AFTER BACKFILL IS COMPLETE. 8) REMOVE EXCESS SOIL FROM SITE AS SOON AS POSSIBLE. 9) ALL ROOF, FOOTING, AND OTHER SITE DRAINS SHALL BE CONNECTED TO AN APPROVED DRAINAGE SYSTEM PER THE CITY OF SEATTLE. 10) INSPECT ALL EROSION AND SEDIMENT CONTROL BEST MANAGEMENT PLANS REGULARLY, AND AFTER ANY LARGE STORM. MAINTENANCE, INCLUDING REMOVAL AND PROPER DISPOSAL OF SEDIMENT SHOULD BE DONE AS NECESSARY (GENERALLY WHEN ONE—HALF OR MORE OF THE TOTAL CAPACITY OR THE SYSTEM iS FILLED WITH SEDIMENT). 11) FINAL SITE GRADING MUST BE DIRECT DRAINAGE AWAY FROM ALL BUILDING STRUCTURES AT A MINIMUM OF 2% SLOPE PER UBC. 17crfroqd KOPPE 1 WAGONER A r c h i t e c t s 811 FIRST AVENUE SUITE 615 SEATTLE, WASHINGTON 98104 P. (206) 344 -5788 F. (206) 344 -5789 \ REGISTERED ARCHITECT STATE OF WASHINGTON 1 CUENT: Habitat for Humanity Contact: Tom Gaylord 13925 Interurban Ave S # 200 Tukwila, WA 98168 (206) 292 -5240 PROJECT: CITY OF TUKWILA HABITAT H OUSING PROJECT PROJECT NO: FILE: DRAWN BY: SMH DATE : .1 PLOTTED: 8 Jun 2007, 12 :5 MARK DATE DESCRIPTION SHEET TITLE: SITE PLAN RECEIVED JUN 1 I Zthi1 PERMIT CEN i i SHEET NO.: Ai 1 EXISTING FIRE HYDRA T W W W 22'-2 1/7 RIGHT OF WAY W 0 0 0 0 N V 0 0 N h 0 to to N 0 0 N vi 0 0 0 0 W 2 ,1 113,67 160' MAX. NOTES: ai z w a . 30" PLUGGED CLEAN OUT (TOTAL 90° REQUIRES CLEAN OUT) LONG SWEEP BEND PLUGGED CL EAT! 0C T owz II I [+ II EXISThJ SEPTIC TEST TEE AT CITY I WIN LINE A* CLEAN OUT Ii 6° PLUG 8 ° x6 "at 4' WYE 5° SEWER PIPE 11111 SEWER MAIN (7\ 4° MIN. SEWER PIPE SADDLE AT EXISTING MAIN CONNECT TO EXISTING SS SS SANITARY SEWER DPIVE \xray. 6" P -'l 1P^7 is (7/IV n‘7EPl^ THICKNESS OF 7/8' CRUSHED ROCK AGGREGATES TO 8E OPEN GRADED, FRACTURED, FRICTION COURSE, TO INSURE FREE DRAINAGE, MATERIAL TO BE CLEAN WITH MINIMAL FINES The compacted top course permeable aggregate minimum infiltration rate of 40 inches per hour. EXISTING SOILS ARE GRAVEL OVER SAND. FOOTING c-• • NS TIE INT► ORM DRAIN TIGHTUNES - OF5' AWAY FROM FOUNDATIONS, VI- • MINIMUM OF 1/4' PER FOOT OF FAL AY BUILDING. PROPERTY LINE SOIL PIPE ADAPTER NTS n� ADDRESS STREET W a SS TL 1 13,84 UP 3 RISERS @ 6' 2 TREADS @ 10' WOOD DECK AND COVERED TRE111S �1 TL 3 Elm ■ 1 14.17 20' -0" TRENCH SEPERATION • • IREME NEW SINGLE FAMILY RESIDENCE LINE OF STRUCTURE BELOW RIDGELINE SLOPE 2% I / / / /l / / //I REEN ON CITY kW LINE 1. MATERIALS AND INSTALLATION CHAPTERS OF THESE STANDARDS. 2. DECOMMISSION SEPTIC TANK PER CHAPTER 8 OF THESE STANDARDS AND KING COUNTY HEALTH DEPARTMENT, 3. WATER AND SEWER LINE SEPARATION 10 HORIZONTALLY. IF WATER AND SEWER LINES CROSS, SEWER SHALL BE AT LEAST 18" BELOW THE WATER LINE" SIDE SEWER DETAIL NOT TO SCALE rr — M1 M/Mw rr MI r w rr 100•1111 rw — r■ SS SS SS SS • TL '_ LL DS TL TL FRONT PORCH J A -ia - la W W --- W AS GAS 1 GAS U SS SS NOTES: 1. THE NEIGHBORING LOT SOIL LOGS SHOW THE SOILS TO BE SAND, WITH NO INDICATION OF WATER TABLE IN THE TEST BORES. VERIFY SOIL TYPE PRIOR TO INSTALLING DRYWELLS. 2. EACH DRYWELL IS DESIGNED TO ACCOMODATE 1000 SOFT, OF IMPERVIOUS SURFACE, BUILDING ROOF AREA IS 878 SOFT. PROPERTY LINE IoO' -0' a a s a a a s M+wsaa SS SS �a la 1Q "la ■•• nn w 1011M0PWRIMw — — i01111■■ — — MIMrrsr — r ■ A ■ r r 36'-6" - OVERFLOW 70'-0" 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 the grade level of the crawl space. A geotech analysis report shall be required to show the ground soil conditions shall 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. Otherwise it is recommended for the residence to be slab on grade construction with no crawl space. In either case the foundation shall be elevated to ensure proper drainage away from building to a storm water drainage system or culvert. 4 TYPE I CATCH BASIN W/ VANED GRATE 4 "MES PIPE I DRY WELL DETAIL 1/2' = 1' -0" la Ow MP — — - — I wrMM011•10 — w rMrrr.• UP RIS ERS@6" 26READS@ 10" r 3/16' = 1' -0" — 7 WOOD DECK AND COVERED — J TRELLIS wow■ — 1010 SIDE YARD SETBACK SIDE YARD SETBACK 31'-0" _L_ J i,rer, plans have been reviewed by the Public n otkc Department for conformance with c.rteint t �itti ! , !andards 5 Acceptance is subject to errors ra .d on-11 whi -' or ordinances, o not authorize riol�t s kt c4 andards pie ua '��1�;.i , a�,....: l q cy of the design tests al with Additions, delete or revisions to these '.. ::gs after this date will void the acceptance require a resulmi iu: << en ;; i nal t th I�UbliC accep Works al t i t ' Dale: Pg rc7,Q w pe,2J'f i r 6/6/J #- cIFF D &VELopC,. SH p1.1.* !N Fi l.L, IC / NCB G>oc.0 S�J ' I re F.SLc e H,9 -,e1 es /411V0 S4-1 /5 M I r P,4 -ray R.-6C 5 .- GO /pj 727 Pi rf3Gtc PaoRXS_ MARK CENTER OF HOLE V S WITH REBAR FOR FUTURE LOCATION J w SITE PLAN FILTER FABRIC ON ALL SIDES OF WASHED DRAIN ROCK EXCEPT BOTTOM. 48" DAME I ER DRYWELL FII I FD WITH 1 -1/Z TO 3° liiiiSti60 DRAIN ROCK 12" MIN. ABOVE SEASONAL WATER TABLE OR gRIC1IVE LAYER 10'-0" 1 13.0 ▪ war r r N rn a rn CODE CONPVINACE.', APPRO 0 2,1 26i IUD ‘. COI Oi 101.14G 01\1151.: KOPPE I WAGONER A r c h i t e c t s 811 FIRST AVENUE SUITE 615 SEATTLE, WASHINGTON 98104 P. (206) 344 -5788 F. (206) 344 -5789 KEY t DESCRIPTION TYPE REGISTERED ARCHITECT C STA OF WASHING N CLIENT: Habitat for Humanity Contact: Tom Gaylord 13925 Interurban Ave S # 200 Tukwila, WA 98168 (206) 292 -5240 PROJECT: CITY OF TUKWILA H ABITAT HOUSING PROJECT 101 PROJECT NO: FILE: DRAWN BY: SMH DATE: 9/25/2006 PLOTTED: 26 Oct 2006, 10:24 102 MARK DATE DESCRIPTION - - 103 BATH 2'-8'x6'-8' - - DOUBLE WINDOW, FIXED 104 CLOSET 2'- 8'x6'--8' - - B RECEIVED CITY OFTUKWIL NCR 19 7007 KITCHEN 2'- 8'x6' -8' - .20 106 W/D CLO. 2'- 8'x6' -8' BI -FOLD - SHEET TITLE: PLANS, BLDG SECTION & SCHEDULES SHEET NO.: A2,0 DOOR SCHEDULE ASSUMED U -VALUE GLASS. E SEE PRIOR TO 9RDERI)ig, KEY LOCATION DESCRIPTION TYPE U -VALIE REMARKS 101 ENTRY 3'- O'x6' -8' - 20 4'-- 0'x4' -3' 102 COAT CLO. 2'- 0'x6' -8' - - - 103 BATH 2'-8'x6'-8' - - DOUBLE WINDOW, FIXED 104 CLOSET 2'- 8'x6'--8' - - B 105 KITCHEN 2'- 8'x6' -8' - .20 106 W/D CLO. 2'- 8'x6' -8' BI -FOLD - - 107 MECHANICAL 2'-8'x4'-0 ACCESS .20 17sf 201 BEDROOM 1 2'- 8'x6' --8' - - 4'- 0'x4' -3' 202 CLOSET 5'- 0'x6''8' PAIR BI -FOLD - - 203 BEDROOM 2 2'- 8'x6' -8' - - DOUBLE WINDOW, SINGLE HUNG 204 CLOSET 4`- 6'x6' -8' PAIR BI -FOLD - J 205 BATH 2'- 8'x6' -8' - - EGR 206 CLOSET 2'- 0 -8' - - 0.40 207 - - - - 17sf 208 BEDROOM 3 2'--8'x6' -8' - - 2'- 9'x5' -0' 209 CLOSET 3'- 0'x6' -8' PAIR - - - 210 BEDROOM 4 2'- 85(6'--8' - - SINGLE WINDOW, SINGLE HUNG 211 CLOSET 5 '- 0'x6' -8' PAIR BI -FOLD - P 212 - - - - WINDOW SCHEDULE ASSUMED U -VALUE GLASS. E SEE PRIOR TO 9RDERI)ig, IS U =0,40 FROM TABLE 6 -1, 2003 WSEC N FOR SWING T PROV DE SUBMITTAL TO OWNER KEY TYPE GLIM RHO. MID ARCMs REMARKS A DOUBLE WINDOW, SINGLE HUNG - 4'-- 0'x4' -3' 17sf 0,40 B SINGLE WINDOW, SINGLE HUNG - 2'- 0`x4' -3' 8.5sf 0,40 C DOUBLE WINDOW, FIXED - 4'- 0'x1' -9' 7sf 0.40 B SINGLE WINDOW, SINGLE HUNG - 2'- 0'x3' -0' 6sf 0,40 E DOUBLE WINDOW, CASEMENT - 4'- 0'x3' -0' 12sf 0,40 F DOUBLE WINDOW, SINGLE HUNG - 4 0'x4' -3' 17sf 0.40 G DOUBLE WINDOW, SINGLE HUNG - 4'- 0'x4' -3' 17sf 0,40 H TRIPLE WINDOW, SINGLE HUNG - 6'--0'x4' -3' 25Ssf 0,40 I DOUBLE WINDOW, SINGLE HUNG - 4'- 0'x4' -3' 17sf 0,40 J SINGLE WINDOW, SINGLE HUNG - 2'- 9'X5' -0' 13.75sf 0,40 EGR K DOUBLE WINDOW, SINGLE HUNG - 4'- 0'x4' -3' 17sf 0.40 L DOUBLE WINDOW, SINGLE HUNG - 4'- 0'x4' -3' 17sf 0.40 H SINGLE WINDOW, SINGLE HUNG - 2'- 9'x5' -0' 13,75sf 0,40 EGR N SINGLE WINDOW, SINGLE HUNG - 2'- 0'x3' --0' 6sf 0,40 0 SINGLE WINDOW, SINGLE HUNG - 2'- 9`x5' -0' 13,75sf 0.40 EGR P DOUBLE WINDOW, SINGLE HUNG - 4'- 0'x4' -3' 17sf 0,40 0 DOUBLE WINDOW, SINGLE HUNG - 4'- 0'x4' -3' 17sf 0,40 R SINGLE WINDOW, SINGLE HUNG - 2'- 9'x5' -0' 13.75sf 0,40 EGR TOTAL 256sf CENTER STAIR AND 4' WIDE POLYCARBONATE PANEL ABOVE WITH ENTRY DOOR z U — 1/4° = 1 9' -3 1/2" PORCH PORCH ,.\ m I — PORCH O N (N co N N 6-5' 1ST FLOOR PLAN 2ND FLOOR PLAN 1/4" = 1'-•-0" 2'-0" 6-3 1/4' 8' -0° 4' -0" ENTRY N 6-6' O 15-6' LIVING ROOM 6' -0' 2'-0' N 2' -0' 0® CLOSET m N N 3-3' 3-9 1/4* 33-6" 8-4 1/2° CLOSET 2' -0' 2' -71/4' MECH. W/D m 3-1 1/4' r 4 M N. CG Ul UP O A- 2' -6' REFR. 13' -0' 00 00 KITCHEN DINING /FAMILY AREA 13-0° 4' -0° 4 N 0 6' -10 1/2' Z-9 3/4" BEDROOM 2 CLOSET BATH LINOLEUM BEDROOM 1 4' -7 1 /2° CLOSET CLOSET BEDROOM 4 MIN NNW MIN MItE 1111•1 INN M= IIIIIIIII STAIR CONT. CARPET HANDRAI CLOSET BEDROOM 3 CARPET 2' -0' 2' -9 1/4' 4' -1 1/2' 2' -7 1/2' 10' -7 1 /2' 2' -7 1/2' 12-0 1/2' 9'-0 1/2' 3-2 1/2' I SMOKE DETECTOR: SEE NOTES SHEET A0.0 — 7 - 7 24' -6" TOP OF RIDGE 17' -1" BOTTOM OF BASE PL• 9 '_ O " T.O. 2ND SUBFLOOR O' -0" T.O. 1ST SUBFLOOR -1'-6" GRADE Las I` ■ - - Y - - t ,��1 t� �l- �r 1/4' = 1 A BUILDING SECTION PROVIDE 4.6SF MN. CONTINUOUS VENTING TO GABLE END VENTS \ i REVIEWED FOR CODE COMPLIANCE APPROVED JUN 2 7 2007 City Tukwila BUILD !PA STAIR AND LANDING NOTES GUARD OPENINGS: SMALLER THAN 4' SPHERE TRIANGULAR OPENINGS: SMALLER THAN 6' SPHERE GUARD HEIGHT: MIN. 36' RISERS: 15 @7 -1/4'; CLOSED TREADS: 13@l0' NOSINGS: 1'; ALL WITHIN 3/8' VARIANCE A, t KOPPE I WAGONER A r c h i t e c t s 811 FIRST AVENUE SUITE 615 SEATTLE, WASHINGTON 98104 P. (206) 344 -5788 F. (206) 344 -5789 \ REGISTERED ARCHITECT 42* STA : OF WASHINGTO CUJENT: Habitat for Humanity Contact: Tom Gaylord 13925 Interurban Ave S # 200 Tukwila, WA 98168 (206) 292 -5240 PROJECT: CITY OF TUKWILA HABITAT H OUSING PROJECT PROJECT NO: FILE: DRAWN BY: SMH r)JATE: 9/25/2006 PLOTTED: 26 Oct 2006, 10:27 MARK DATE DESCRIPTION RECEIVED CITYOrTuIC'uvii.. + 1 PERMITGEITER SHEET TITLE: ELEVATIONS SHEET NO.: A3 24' -6" TOP OF RIDGE 17-0" CEILING 9 , -0 " T.O.F. 2ND FLOOR WOOD DECK WITH COVERED TREWS 0 -0" T.O.F. 1ST FLOOR • EXIST. GRADEY 24'_6" [�, TOP OF RIDGE Y 17-0" d CEILING 9'—O" T.O.F. 2ND FLOOR 0 -0" T.O. 1ST SUBFLOO — 1' - 6" EXIST. GRADE 4 1 2 1 -6' D. 8 EGRESS 12 WEST ELEVATION 1/4" = 1 HARDIPLANK SIDING 1/4 = 1' — O ° COMPOSITION ROOFING rONCRFTF NORTH ELEVATION - GABLE END VENT: 3sf WOOD DECK AND COVERED TRELLIS EGRESS D.S D.S. D. SOUTH ELEVATION 1/4' = 1' — O° EGRESS i 8 12 CONCRETE .WN.CRETE HARDIPLANK SIDING EAST ELEVATION 1/4" = 1'-_On COMPOSITION ROOFING i HARDIPLANK --- SIDING GABLE END VENT: 3sf ■ V 1 EGRESS D. WOOD DECK AND COVERED TRELLIS A] 24' -6" YTOP OF RIDGE 17' - 0" At 1'_6" EXIST. GRADE 9 , -0 „ T.O.F. 2ND FLOOR At] a' -0" YT.O.F. 1ST FLOOR ✓ 24' - - -6" TOP OF RIDGE 1 7' -0" CEILING dt] 9'-0" • T.O.F. 2ND FLOOR 0' -0" WOOD DECK AND COVERED TRELLIS T.O. 1ST SUBFLOOR 1' -6" • EXIST. GRADE 5 R Cel EVVED FO CODE COMPLIANCE APPROVED RiN 2 7 2007 Cifi� t Tukwila B :iWING DIVISCp � KOPPE I WAGONER A r c h i t e c t s 811 FIRST AVENUE SUITE 615 SEATTLE, WASHINGTON 98104 P. (206) 344 -5788 F. (206) 344 -5789 IF \ REGISTERED ARCHITECT rd l ? STA ; OF WASHINGTON CLIENT: Habitat for Humanity Contact: Tom Gaylord 13925 Interurban Ave S # 200 Tukwila, WA 98168 (206) 292 -5240 PROJECT: CITY OF TU KWI L_A H ABITAT H OUSING PROJECT PROJECT NO: FILE: DRAWN BY: SMH DATE: 9/25/2006 PLOTTED: 21 Sep 2006, 18:16 MARK DATE DESCRIPTION RECEIVED CITY OF UKWILA ti MAK 16 /nn! PERMITGENTER SHEET TITLE: DETAILS SHEET NO.: A4 1 2 3 6 MIL. VAPOR BARRIER 4 AS AW,6*. WergreVe ` BIRD BLOCKING AT EVERY BAY AND INSECT SCREENING d� „ , tit z =1 I ICI 1=1 I Il 11 111 _ I II I 11= III - (I 1 =1 11 =1 I I I I \II 11 1 i 1 I1 111_1 11 I I II —I I ICI 11 —I 11 — III IIII I- - III —I I`1 II -ii iiiiii — ii1 1II 111 = V--4i 6 • • : 31 - 4••_ -e oo� ` L I' CONTINUOUS AIR VENTING 0 0 AA WALL SECTION PRE - MANUFACTURED ROOF TRUSS AIR BAFFLES TO ALLOW CONTINUOUS VENTING TYPICAL NEW ROOF ASSEMBLY P--38 BATT INSULATION 5/8" CDX PLYWOOD 15# MIN. BUILDING FELT COMPOSITION ROOFING NEW SECOND FLOOR ASSEMBLY FLOOR JOIST PER STRUCT. PLAN 5 /8" GWB CEILING 3/4" CDX SUBFLOOR FLOORING PER PLAN RADIANT HEATING TUBES R -19 INSULATION TYPICAL NEW WALL ASSEMBLY 1/2" GWB 2X6 STUDS @ 16"0.C. R -21 HIGH DENSITY BATT INSUL. 1/2" SHEATHING 15# BUILDING FELT OR TYVEK BUILDING WRAP HARDIPLANK SIDING NEW FIRST FLOOR ASSEMBLY FIRST FLOOR JOIST PER STRUCT. PLAN 3/4" CDX SUB FLOOR FLOORING PER PLAN R--30 BATT INSULATION 6MIL VAPOR BARRIER RADIANT HEATING TUBES RIM JOIST FINISH GRADE PRESSURE TREATED SILL PLATE - (2) #4 REBAR i/2" ANCHOR BOLTS © 4' O.C. #4 REBAR HORIZ. C 18"0.C. #4 REBAR VERTICALLY © 18" O.C. FILTER FABRIC - 4" WASHED GRAVEL 3/4" MINUS OR PEAGRAVEL PERFORATED 4" LINE (2) #4 REBAR CONTINUOUSLY • � V . :• 00 n O 0 SEE STRUCT. NOTES FOR I I- III -t I I III I I - III -III -1 CONCRETE COVER CLEARANCE 1 11 = 1 I H I I --- 111 111 111911 . IIIIII111t�t 'IIIII 1 11 11 111 111 111 111 111 111 5 REVIEWED FOR n CODE COMPLIANCE APPROVED jut 2 7 2001 City Of Tukwila 1 BUILDING MVO/NJ KOPPE A r c h I WAGONER i t e c t s 811 FIRST AVENUE SUITE 615 SEATTLE, WASHINGTON 98104 P. (206) 344 -5788 F. (206) 344 -5789 1. Joist to sill or girder, toenail JI S 2. Bridging to joist, toenail each end �- o REGISTERED ARCHITEC CP C. KOIP TE OF WASHINGT CLIENT: Habitat Contact: 13925 Interurban Tukwila, ( 206) 292 PROJECT: CITY TUKWILA HABITAT HOUSING PROJECT -_ for Humanity Tom Gaylord Ave S # 200 WA 98168 -5240 OF - w1 f 4 , 5. 2" subfloor to joist or girder, blind and face nail PROJECT NO: FILE: DRAWN BY: DATE: (3) 16d per 16" 7. Top plate to stud, end nail (2) 16d l PLOTTED; (4) 8d, toenail J01a-- 8 ! 20 0 16d at 24 "oc MARK DATE DESCRIPTION _ (8) 16d 11. Blocking between joists or rafters to top plate, toenail (3) 8d 12. Rim joist to top plate, toenail 8d at 6 "oc 13. Top plates, laps and intersections, face nail (2) 16d 14. Continuous header, two pieces 16d at 16 along each edge 15. Ceiling joists to plate, toenail _ (3) 8d 16. Continuous header to stud, toe nail (4) 8d 17. Ceiling joists, lap over partitions, face nail (3) 16d 18. Ceiling joists to parallel rafters, face nail (3) 16d 19. Rafter to plate, toenail (3) 8d 20. 1" brace to each stud and plate, face nail (2) 8d 21. 1 x 8" sheathing or less to each bearing, face nail (2) 8d 22. Wider than 1" x 8" sheathing to each bearing, face nail (3) 8d • 23. Built -up corner studs 16d at 24 "oc SHEET TITLE: STUCTURAL NOTES RECEIVED JUN 1 1 Zuo 1 SHEET NO.: solo PERMIT DEN I L MINIMUM NAILING SCHEDULE (per table 23 - I--Q, U.B.C. '97) CONNECTION NAILING 1. Joist to sill or girder, toenail (3) 8d 2. Bridging to joist, toenail each end (2) 8d 3.1 » x6" subfloor or less to each joist, face nail (2) 8d 4. Wider than 1" x 6 subfloor to each joist, face nail (3) 8d 5. 2" subfloor to joist or girder, blind and face nail (2) 16d 6. Sole plate to joist or blocking, typical face nail 16d at 16 "oc Sole plate to joist or blocking, at braced wall panels (3) 16d per 16" 7. Top plate to stud, end nail (2) 16d l 8. Stud to sole plate (4) 8d, toenail or (2) 16d, end nail �. 9. Double studs, face nail 16d at 24 "oc 10. Doubled top plates, typical face nail 16d at 16 "oc Double top plates, lap splice _ (8) 16d 11. Blocking between joists or rafters to top plate, toenail (3) 8d 12. Rim joist to top plate, toenail 8d at 6 "oc 13. Top plates, laps and intersections, face nail (2) 16d 14. Continuous header, two pieces 16d at 16 along each edge 15. Ceiling joists to plate, toenail _ (3) 8d 16. Continuous header to stud, toe nail (4) 8d 17. Ceiling joists, lap over partitions, face nail (3) 16d 18. Ceiling joists to parallel rafters, face nail (3) 16d 19. Rafter to plate, toenail (3) 8d 20. 1" brace to each stud and plate, face nail (2) 8d 21. 1 x 8" sheathing or less to each bearing, face nail (2) 8d 22. Wider than 1" x 8" sheathing to each bearing, face nail (3) 8d • 23. Built -up corner studs 16d at 24 "oc 24. Built -up girder and beams 20d at 32 "oc at top and bottom and staggered (2) 20d at ends and at each splice STUDS PER HOLDOWN PLAN 1/4° = 1' -0" HOLDOWN DETAIL AS REQUIRED TO FIT HOLDOWN HD SERIES HOLDOWN PER PLAN ALL - THREAD ROD ALL - THREAD ROD COUPLING BOLT FLOOR DECK FOUNDATION WAL P.T. PLAN General Structural Notes (THE FOLLOWING APPLY UNLESS SHOWN OTHERWISE ON THE DRAWINGS.) CRITERIA: 1. ALL MATERIALS. WORKMANSHIP, DESIGN, AND CONSTRUCTION SHALL CONFORM TO THE DRAWINGS, SPECIFICATIONS, ' :' .:. - «: :: " ,: ' : • . a - 114z - wo tt.lt i t.1b 14PdL. - ex - 1 .1 Lt' 17 ' 1( .1 Lc7 Ve ANNY57 1- I t4 ?- 1:+{ - •,w c�. {� a��7" `�i1.�t� C_aDL 2. DESIGN LOADING CRITERIA: ROOF LIVE LOAD FLOOR LIVE LOAD (RESIDENTIAL) WIND EARTHQUAKE SEE PLANS FOR ADDITIONAL LOADING CRITERIA. 3. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH ARCHITECTURAL DRAWINGS FOR BIDDING AND CONSTRUCTION. CONTRACTOR SHALL VERIFY DIMENSIONS AND CONDITIONS FOR COMPATIBILITY AND SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES PRIOR TO CONSTRUCTION. 4. CONTRACTOR SHALL PROVIDE TEMPORARY BRACING FOR THE STRUCTURE AND STRUCTURAL COMPONENTS UNTIL ALL FINAL CONNECTIONS HAVE BEEN COMPLETED IN ACCORDANCE WITH THE PLANS. 5. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SAFETY PRECAUTIONS AND THE METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES REQUIRED TO PERFORM THE WORK. 6. CONTRACTOR - INITIATED CHANGES SHALL BE SUBMITTED IN WRITING TO THE OWNER AND STRUCTURAL ENGINEER FOR APPROVAL PRIOR TO FABRICATION OR CONSTRUCTION. CHANGES SHOWN ON SHOP DRAWINGS ONLY WILL NOT SATISFY THIS REQUIREMENT. 7. DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION. WHERE CONDITIONS ARE NOT SPECIFICALLY INDICATED BUT ARE OF SIMILAR CHARACTER TO DETAILS SHOWN, SIMILAR DETAILS OF CONSTRUCTION SHALL BE USED, SUBJECT TO REVIEW AND APPROVAL BY THE OWNER AND THE STRUCTURAL ENGINEER. 8. SHOP DRAWINGS FOR REINFORCING STEEL (FOR BOTH CONCRETE AND MASONRY CONSTRUCTION) AND STRUCTURAL STEEL, SHALL BE SUBMITTED TO THE OWNER AND STRUCTURAL ENGINEER FOR REVIEW PRIOR TO THE FABRICATION OF THESE ITEMS. 9. SHOP DRAWING REVIEW: DIMENSIONS AND QUANTITIES ARE NOT REVIEWED BY THE ENGINEER OF RECORD, THEREFORE MUST BE VERIFIED BY THE CONTRACTOR. CONTRACTOR SHALL REVIEW AND STAMP DRAWINGS PRIOR TO REVIEW BY ENGINEER OF RECORD. SUBMITTALS SHALL INCLUDE A REPRODUCIBLE AND ONE COPY; REPRODUCIBLE WILL BE MARKED AND RETURNED. SHOP DRAWING SUBMITTALS PROCESSED BY THE ENGINEER ARE NOT CHANGE ORDERS. THE PURPOSE OF SHOP DRAWING SUBMITTALS BY THE CONTRACTOR IS TO DEMONSTRATE TO THE ENGINEER THAT THE CONTRACTOR UNDERSTANDS THE DESIGN CONCEPT BY INDICATING WHICH MATERIAL IS INTENDED TO BE FURNISHED AND INSTALLED AND BY DETAILING THE INTENDED FABRICATION AND INSTALLATION METHODS. IF ORATIONS, DISCREPANCIES, OR CONFLICTS BETWEEN SHOP DRAWING SUBMITTALS AND THE CONTRACT DOCUMENTS ARE DISCOVERED EITHER PRIOR TO OR AFTER SHOP DRAWING SUBMITTALS ARE PROCESSED BY THE ENGINEER, THE DESIGN DRAWINGS AND SPECIFICATIONS SHALL CONTROL AND SHALL BE FOLLOWED. 10. INSPECTION: CONCRETE CONSTRUCTION, MASONRY CONSTRUCTION, STRUCTURAL STEEL FABRICATION AND ERECTION (INCLUDING FIELD WELDING), EXPANSION BOLTS AND THREADED EXPANSION INSERTS, AND EPDXY GROUTED INSTALLATIONS SHALL BE SUPERVISED IN ACCORDANCE WITH SECTION 1701 OF THE UNIFORM BUILDING CODE AND THE PROJECT SPECIFICATIONS BY A QUALIFIED TESTING AGENCY DESIGNATED BY THE OWNER. THE OWNER AND STRUCTURAL ENGINEER SHALL BE FURNISHED WITH COPIES OF ALL INSPECTION REPORTS AND TEST RESULTS. GEOTECHNICAL: 11. FOUNDATION NOTES: SUBGRADE PREPARATION INCLUDING DRAINAGE, EXCAVATION, COMPACTION, AND FIWNG REQUIREMENTS, SHALL CONFORM STRICTLY WITH RECOMMENDATIONS GIVEN IN THE SOILS REPORT OR AS DIRECTED BY THE SOILS ENGINEER. FOOTINGS SHALL BEAR ON SOLID UNDISTURBED EARTH (CONTROLLED, COMPACTED STRUCTURAL FILL OR BOTH) AT LEAST 18" BELOW LOWEST ADJACENT FINISHED GRADE. FOOTING DEPTHS/ ELEVATIONS SHOWN ON PLANS (OR IN DETAILS) ARE MINIMUM AND FOR GUIDANCE ONLY; THE ACTUAL ELEVATIONS OF FOOTINGS MUST BE ESTABLISHED BY THE CONTRACTOR IN THE FIELD WORKING WITH THE TESTING LAB AND SOILS ENGINEER. BACKF1LL BEHIND ALL RETAINING WALLS WITH FREE DRAINING GRANULAR FILL AND PROVIDE FOR SUBSURFACE DRAINAGE AS NOTED IN THE SOILS REPORT. ALLOWABLE SOIL PRESSURE (NATIVE / FILL) 1,500 PSF / 1,500 PSF LATERAL EARTH PRESSURE -- ACTIVE (RESTRAINED / UNRESTRAINED) 45 PCF / 35 PCF LATERAL EARTH PRESSURE - PASSIVE 200 PCF COEFFICIENT OF FRICTION 0 35 SOILS REPORT REFERENCE: REPORT BY: 1997 UBC TABLE 18 -I -A OWNER SHALL VERIFY SOIL BEARING VALUES PRIOR TO CONSTRUCTION ANCHORAGE: 12. EXPANSION BOLTS INTO CONCRETE SHALL BE "WEDGE ALL" WEDGE ANCHORS. EXPANSION BOLTS INTO GROUTED MASONRY UNITS SHALL BE "SLEEVE -ALL" SLEEVE ANCHORS, AS MANUFACTURED BY SIMPSON STRONG -TIE INSTALL IN STRICT ACCORDANCE WITH ICBO REPORT NO. ER -3631, INCLUDING MINIMUM EMBEDMENT REQUIREMENTS. BOLTS OR INSERTS INTO CONCRETE MASONRY OR BRICK MASONRY UNITS SHALL BE INTO FULLY GROUTED CELLS. SPECIAL INSPECTION IS REQUIRED FOR ALL EXPANSION BOLT AND INSERT INSTALLATION. EXPANSION BOLTS AND INSERTS SHALL NOT BE USED AS SUBSTITUTES FOR EMBEDDED ANCHOR BOLTS UNLESS SPECIFICALLY APPROVED BY THE STRUCTURAL ENGINEER. 13. EPDXY-GROUTED ANCHORS (THREADED ROD OR REINFORCING BAR) SHALL BE GROUTED WITH EPDXY -TIE SET EPDXY BY SIMPSON STRONG - 11E ANCHORING SYSTEMS. INSTALL IN STRICT ACCORDANCE WITH ICBO REPORT NO. ER -5279. SPECIAL INSPECTION IS REQUIRED FOR ALL EPDXY- GROUTED ANCHOR INSTALLATIONS. EPDXY - GROUTED ANCHORS SHALL NOT BE USED AS SUBSTITUTES FOR EMBEDDED ANCHOR BOLTS UNLESS SPECIFICALLY APPROVED BY THE STRUCTURAL ENGINEER. CONCRETE: 14. CONCRETE SHALL BE MIXED, PROPORTIONED, CONVEYED AND PLACED IN ACCORDANCE WITH UBC SECTION 1905 AND ACI 301. STRENGTHS AT 28 DAYS AND MIX CRITERIA SHALL BE AS FOLLOWS: 28 DAY STRENGTHS MAXIMUM MINIMUM CEMENTITIOUS CONSTRUCTION TYPE (f'c) SLUMP MATERIAL PER CUBIC YARD A. SLABS ON GRADE ## TOPPING SLABS 2,500 PSI** 5" B. FOOTINGS AND STEM WALLS 2,500 PSIS` 5" 0 MIXES SHALL BE PROPORTIONED SO AS NOT TO EXCEED THE MAXIMUM SLUMPS INDICATED. 4 SACKS 4 SACKS THE MINIMUM AMOUNTS OF CEMENTITIOUS MATERIAL AND MAXIMUM AMOUNTS OF WATER MAY BE CHANGED IF A CONCRETE PERFORMANCE MIX IS SUBMITTED TO THE STRUCTURAL ENGINEER AND THE BUILDING DEPARTMENT FOR APPROVAL TWO WEEKS PRIOR TO PLACING ANY CONCRETE. THE PERFORMANCE MIX SHALL INCLUDE THE AMOUNTS OF CEMENT, FINE AND COARSE AGGREGATE, WATER AND ADMIXTURES AS WELL AS THE WATER / CEMENT1TIOUS MATERIAL RATIO, SLUMP, CONCRETE YIELD, SHRINKAGE DATA (WHERE SPECIFIED), AND SUBSTANTIATING STRENGTH DATA IN ACCORDANCE WITH ACI 318 - 89, CHAPTER 5.REVIEW OF MIX SUBMITTALS BY THE ENGINEER OF RECORD INDICATES ONLY THAT INFORMATION PRESENTED CONFORMS GENERALLY WITH THE CONTRACT DOCUMENTS. THE CONTRACTOR AND THE SUPPLIER MAINTAINS FULL RESPONSIBILITY FOR SPECIFIED MIX PERFORMANCE. ALL CONCRETE WITH SURFACES EXPOSED TO STANDING WATER SHALL BE AIR - ENTRAINED WITH AN A1R CONTENT CONFORMING TO 1997 U.B.C. TABLE 19 - A - 1. 15. REINFORCING STEEL SHALL CONFORM TO ASTM A615 (INCLUDING SUPPLEMENT 51), GRADE 60, fy = 60,000 PSI. EXCEPTIONS: ANY BARS SPECIFICALLY SO NOTED ON THE DRAWINGS SHALL BE GRADE 40, fy = 40,000 PSI. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A -185. 16. REINFORCING STEEL SHALL BE DETAILED (INCLUDING HOOKS AND BENDS) IN ACCORDANCE WITH ACI 315-92 AND 318 -99. LAP ALL REINFORCEMENTS IN ACCORDANCE WITH "THE REINFORCING SPLICE AND DEVELOPMENT LENGTH SCHEDULE," PROVIDE CORNER BARS AT ALL WALL AND FOOTING INTERSECTIONS. LAP ADJACENT MATS OF WELDED WIRE FABRIC A MINIMUM OF 8" AT SIDES AND ENDS. NO BARS PARTIALLY EMBEDDED IN HARDENED CONCRETE SHALL BE FIELD BENT UNLESS SPECIFICALLY SO DETAILED OR APPROVED BY THE STRUCTURAL ENGINEER. 17. CONCRETE PROTECTION (COVER) FOR REINFORCING STEEL SHALL BE AS FOLLOWS: FOOTINGS AND OTHER UNFORMED SURFACES CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH 3" FORMED SURFACES EXPOSED TO EARTH (i.e. WALLS BELOW GROUND) OR WEATHER (6 BARS OR LARGER) (#5 BARS OR SMALLER)....1 T COLUMN TIES AND BEAM STIRRUPS 1 i" SLABS AND WALLS (INTERIOR FACE) GREATER OF (BAR DIAMETER PLUS e ") or ... 13" 18. CAST -IN -PLACE CONCRETE: SEE ARCHITECTURAL DRAWINGS FOR EXACT LOCATIONS AND DIMENSIONS OF DOOR AND WINDOW OPENINGS IN ALL CONCRETE WALLS. SEE MECHANICAL DRAWINGS FOR SIZE AND LOCATION OF MISCELLANEOUS MECHANICAL OPENINGS THROUGH CONCRETE WALLS. SEE ARCHITECTURAL DRAWINGS FOR ALL GROOVES, NOTCHES, CHAMFERS, FEATURE STRIPS, COLOR, TEXTURE, AND OTHER FINISH DETAILS AT ALL EXPOSED CONCRETE SURFACES. TIMBER: 19. FRAMING LUMBER SHALL BE KILN DRIED OR MC - 19, AND GRADED AND MARKED IN CONFORMANCE WITH W.C.L.B. STANDARD GRADING RULES FOR WEST COAST LUMBER NO. 17. FURNISH TO THE FOLLOWING MINIMUM STANDARDS: JOISTS: (2x MEMBERS) HEM -FIR NO. 2 MINIMUM BASIC DESIGN STRESS, Fb = 850 PSI, Fv = 75 PSI (6x & LARGER MEMBERS) DOUGLAS FIR NO. 1 MINIMUM BASIC DESIGN STRESS, Fc = 1000 PSI, E = 1600 KSI STUDS, PLATES, LEDGERS & MISCELLANEOUS LIGHT FRAMING: WHERE NOTED ON PLANS OR IN DETAILS, STUDS & PLATES SHALL BE: HEM -FIR NO, 3 OR STUD GRADE MINIMUM BASIC DESIGN STRESS, Fb = 500 PSI, E = 1200 KSI Fc = 725 PSI SILL PLATES SHALL BE HEM -FIR UTILITY GRADE OR BETTER. DOUGLAS FIR STANDARD GRADE OR BETTER MINIMUM BASIC DESIGN STRESS, Fb = 550 PSI, E = 1400 KSI Fe = 1350 PSI NOTE FINGER JOINTED STUDS MAY BE SUBSTITUTED ONLY IF THEY MEET PRESCRIBED STRESS CRITERIA. 20. GLUED LAMINATED MEMBERS SHALL BE FABRICATED IN CONFORMANCE WITH ASTM AND A.I.T.C. STANDARDS. EACH MEMBER SHALL BEAR AN A.I.T.C. IDENTIFICATION MARK AND SHALL BE ACCOMPANIED BY AN A.I.T.C. CERTIFICATE OF CONFORMANCE. All SIMPLE SPAN BEAMS SHALL BE DOUGLAS FIR COMBINATION 24F - V3, Fb = 2,400 PSI, Fv = 165 PSI. ALL CANTILEVERED BEAMS SHALL BE DOUGLAS FIR COMBINATION 24F - V8, Fb = 2400 PSI, Fv = 165 PSI. CAMBER ALL SINGLE -SPAN GLULAM BEAMS TO 2,000' RADIUS, UNLESS OTHERWISE NOTED. DO NOT CAMBER MULTI -SPAN OR CANTILEVERED GLULAM BEAMS. GLUED LAMINATED MEMBERS EXPOSED TO WEATHER OR MOISTURE SHALL BE TREATED WITH AN APPROVED PRESERVATIVE. 21. PLYWOOD SHEATHING SHALL BE GRADE C -C, C--D, OR STRUCTURAL lI WITH EXTERIOR GLUE IN CONFORMANCE NflTH U.B.C. STANDARD NO. 23 -3 OR 23 ORIENTED STRAND BOARD OF EQUIVALENT THICKNESS, EXPOSURE RATING AND PANEL INDEX MAY BE USED IN LIEU OF PLYWOOD. SEE PLANS FOR THICKNESS, PANEL IDENTIFICATION INDEX AND NAILING REQUIREMENTS. 22. ALL WOOD PLATES IN DIRECT CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESSURE - TREATED WITH AN APPROVED PRESERVATIVE. PROVIDE 2 LAYERS OF ASPHALT IMPREGNATED BUILDING PAPER BETWEEN UNTREATED LEDGERS, BLOCKING, ETC., AND CONCRETE OR MASONRY. 23. TIMBER CONNECTORS CALLED OUT BY LETTERS AND NUMBERS SHALL BE "STRONG -11E" BY SIMPSON COMPANY, AS SPECIFIED IN THEIR CATALOG NO. C -2003. EQUIVALENT DEVICES BY OTHER MANUFACTURERS MAY BE SUBSTITUTED, PROVIDED THEY HAVE ICBO APPROVAL FOR EQUAL OR GREATER LOAD CAPACITIES AND ARE SUBMITTED TO THE ENGINEER FOR APPROVAL PROVIDE NUMBER AND SIZE OF FASTENERS AS SPECIFIED BY MANUFACTURER. CONNECTORS SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. WHERE CONNECTOR STRAPS CONNECT TWO MEMBERS, PLACE ONE -HALF OF THE NAILS OR BOLTS IN EACH MEMBER. ALL BOLTS IN WOOD MEMBERS SHALL CONFORM TO ASTM A307. PROVIDE WASHERS UNDER THE HEADS AND NUTS OF ALL BOLTS AND LAG SCREWS BEARING ON WOOD. UNLESS NOTED OTHERWISE, ALL NAILS SHALL BE COMMON. ALL SHIMS SHALL BE SEASONED AND DRIED AND THE SAME GRADE (MINIMUM) AS MEMBERS CONNECTED. ALL JOISTS AND MULTIPLE JOIST BEAMS SHALL BE CONNECTED TO FLUSH BEAMS WITH "LUS" SERIES SIMPSON METAL JOIST HANGERS. TIMBER (CONT.). 24. WOOD FRAMING NOTES: THE FOLLOWING APPLY UNLESS OTHERWISE SHOWN ON THE DRAWINGS: A. ALL WOOD FRAMING DETAILS NOT SHOWN OTHERWISE SHALL BE CONSTRUCTED TO THE MINIMUM STANDARDS OF THE UNIFORM BUILDING CODE AS SHOWN IN DETAIL 16/S3,1. MINIMUM NAILING, UNLESS OTHERWISE NOTED, SHALL CONFORM TO TABLE 23-I -Q OF THE UNIFORM BUILDING CODE. COORDINATE THE SIZE AND LOCATION OF ALL OPENINGS WITH THE ARCHITECTURAL DRAWINGS. PROVIDE WASHERS UNDER THE HEADS AND NUTS OF ALL BOLTS AND LAG BOLTS BEARING ON WOOD. INSTALLATION OF LAG BOLTS SHALL CONFORM TO UBC SECTION 2337.1.2 & INSTALLATION OF BOLTS SHALL CONFORM TO UBC SECTION 2336.1.2. B. WALL FRAMING: ALL STUD WALLS SHOWN AND NOT OTHERWISE NOTED SHALL BE 2x4 STUDS @ 16 "oc. AT INTERIOR WALLS AND 2x6 ®16 "oc AT EXTERIOR WALLS. TWO STUDS MINIMUM SHALL BE PROVIDED AT THE END OF ALL WALLS, AT EACH SIDE OF ALL OPENINGS, AND AT THE ENDS OF ALL BEAMS AND HEADERS. SOLID BLOCKING FOR WOOD COLUMNS SHALL BE PROVIDED THROUGH FLOORS TO SUPPORTS BELOW. PROVIDE CONTINUOUS SOLID BLOCKING AT MID - HEIGHT OF ALL STUD WALLS OVER 8' IN HEIGHT. ALL STUD WALLS SHALL HAVE THEIR LOWER WOOD PLATES ATTACHED TO WOOD FRAMING BELOW WITH 16d NAILS AT 12 "oc STAGGERED OR BOLTED TO CONCRETE WITH n' DIAMETER ANCHOR BOLTS (EMBED 7 ") s� 6' -0 "oc UNLESS INDICATED OTHERWISE. INDIVIDUAL MEMBERS OF BUILT -UP STUD POSTS SHALL BE NAILED TO EACH OTHER WITH 16d to 12 "oc STAGGERED. REFER TO THE PLANS AND SHEAR WAIL SCHEDULE FOR REQUIRED SHEATHING AND NAILING. UNLESS OTHERWISE NOTED, NAIL ALL EXTERIOR WALL PER SHEAR WALL TYPE , 0 P1-6 S' = S x (D1 /D2) S' = NEW REQUIRED SPACING S = DESIGN SPACING SHOWN ON HE DRAWINGS D1 = DIAMETER OF SUBSTITUTED NAIL D2 = DIAMETER OF COMMON NAIL SHOWN IN TABLE AT RIGHT C. FLOOR AND ROOF FRAMING: PROVIDE DOUBLE JOISTS UNDER ALL PARALLEL PARTITIONS THAT EXTEND OVER MORE THAN HALF THE JOIST LENGTH AND AROUND ALL OPENINGS IN FLOORS OR ROOFS UNLESS OTHERWISE NOTED. ATTACH TIMBER JOISTS AND MULTIPLE JOIST BEAMS TO FLUSH HEADERS OR BEAMS WITH "LUS" SERIES SIMPSON METAL JOIST HANGERS. NAIL ALL MULTI - JOIST BEAMS TOGETHER WITH 16d @ 12 "oc STAGGERED. UNLESS OTHERWISE NOTED ON THE PLANS, PLYWOOD ROOF AND FLOOR SHEATHING SHALL BE LAID UP WITH GRAIN PERPENDICULAR TO SUPPORTS. PROVIDE APPROVED PLYWOOD EDGE CLIPS CENTERED BETWEEN JOISTS/TRUSSES AT UNBLOCKED ROOF SHEATHING EDGES. ALL FLOOR SHEATHING EDGES SHALL HAVE APPROVED TONGUE- AND - GROOVE JOINTS OR SHALL BE SUPPORTED WITH SOLID BLOCKING. ALLOW e" SPACING AT ALL PANEL EDGES AND ENDS OF FLOOR AND ROOF SHEATHING. TOENAIL BLOCKING TO SUPPORTS WITH 16d © 12 "oc UNLESS OTHERWISE NOTED. AT BLOCKED FLOOR DIAPHRAGMS, PROVIDE FLAT 2x BLOCKING AT ALL UNFRAMED PANEL EDGES AND NAIL WITH EDGE NAILING SPECIFIED. D, NAILING: ALL NAILS SPECIFIED ON DRAWINGS WERE DESIGNED TO BE COMMON. PNEUMATICALLY DRIVEN NAILS OF THE SAME LENGTH MAY BE SUBSTITUTED FOR COMMON NAILS PROVIDED THEIR NUMBER IS INCREASED (SPACING IS DECREASED) IN PROPORTION TO THEIR DIAMETER ACCORDING TO THE FOLLOWING FORMULA: NAILS COMMON DIAMETER 8d 0.131" 10d 0.148" 12d 0.148" 16d 0.162" REVIEWED FOR CODE COMPLIAN APPROVED JUN 2 7 2007 City Of Tukwila BUILDIN'1$ «KOPPE I WAGONER A r c h i t e c t s 811 FIRST AVENUE SUITE 615 SEATTLE, WASHINGTON 98104 P. (206) 344 -5788 F. (206) 344-5789 • ' REGISTERED ARCHITE •l STATE OF WASHINGTO T CLIENT: Habitat for Humanity Contact: Tom Gaylord 13925 Interurban Ave S # 200 'Tukwila, WA 98168 (206) 292 -5240 PROJECT: CITY OF TUKWI HABITAT H OUSING PROJECT ANCHORAGE OF JOIST OR BLKN'G TO TOP PLATE PROJECT NO: FILE: FRAMING PLANS DRAWN BY: SMH ,DATE: 9/15/2006 PLOTTED: 26 Oct 2006, 10:23 1/2" CDX PLYWOOD or O.S.B. MARK DATE DESCRIPTION 16d @ 6 "oc 5/8"0 @ 48 "oc P1 -4 350 PLF 1/2" CDX PLYWOOD or O.S.B. YES 8d @ 4 "oc A35F @ 12 "oc 16d @ 5 "oc 5/8"0 @ 36 "oc P1 -3 450 PLF 1/2" CDX PLYWOOD or Q.S.B. YES 8d @ 3 "oc ® A35F @ 10 "oc 16d @ 5 "oc II- c1TY OFTUKWILA P1 -2 598 PLF 1/2" CDX PLYWOOD or O.S.B. YES MAR 1 9 7nm r 16d @ 3 "oc rAirnq u Tr+CMYrn SHEET TITLE: FOUNDATION AND FRAMING PLANS SHEET NO.: . S2.0 SHEAR WALL SCHEDULE HEM —FIR LIGHT DUTY MARK 0 CAPACITY 0 SHEATHING BLOCK PANEL EDGE NAILING o2 ANCHORAGE OF JOIST OR BLKN'G TO TOP PLATE BOTTOM PLATE ATTACHMENT FACENAILING TO WOOD BELOW ANCHOR BOLTING TO CONC. BELOW ® P1 -6 230 PLF 1/2" CDX PLYWOOD or O.S.B. YES 8d @ 6 "oc A35F @ 16 "ocQ 16d @ 6 "oc 5/8"0 @ 48 "oc P1 -4 350 PLF 1/2" CDX PLYWOOD or O.S.B. YES 8d @ 4 "oc A35F @ 12 "oc 16d @ 5 "oc 5/8"0 @ 36 "oc P1 -3 450 PLF 1/2" CDX PLYWOOD or Q.S.B. YES 8d @ 3 "oc ® A35F @ 10 "oc 16d @ 5 "oc 5/8 "0 @ 40 "o 10 11 P1 -2 598 PLF 1/2" CDX PLYWOOD or O.S.B. YES 8d @ 2 "oc 03 A35F @ 7 "oc 16d @ 3 "oc 5/8"0 @ 24 "o 10 P2 -4 700 PLF 1/2" CDX PLYWOOD or Q.S.B. (both sides) YES 8d @ 4 "oc C0 A35F @ 6 "oc (2) OWS R, OF oc 16d @5 5 I� © 20 "0 10 P2 -3 902 PLF 1/2" CDX PLYWOOD or O.S.B. (both sides) YES 8d @ 3 "oc 00 A35F @ 4 "oc (2 6 d @ ) ROWS oc OF 1 5 5/8"O @ 16 "oc 10 P2 -2 1,196 PLF 1/2" CDX PLYWOOD or O.S.B. (both sides) YES 8d @ 2 "oc 3 ¢ A35F @ 3 "oc ( ROW oOc F 116 d @ 5/8"0 @ 12 "oc 10 STAIR STRINGERS r - i LJ r — � (2) 2° x 8' BM N • ■ HD2A 3'-0" J HD2A HD2A TL TL - TL TL TL TL TL HD2A VENT TL TL 15' -9 3/4° 36'-6' 4" x 10" BEAM 1 4X4 COLUMN W/ SIMPSON PB44 AND Pr (TYPICAL) c9 CRAWLSPACE MIN. VENTING: CRAWL AREA 10" x 24' x 24" FOOTING W/ (3) #4 REBAR E.W. TL TL TL TL QED TL TL TL U J L, co 4 x rN 1 N J(2) 2" x 8 BM I 1- o J 1 HD2A L.•—_J — HD2A HD2A HD2A STA R r .-- - - VGERS L J 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 1/2" or larger reinforcement bar or #4 copper wire, located near the bottom of the building footing. (NOTE: 20 foot rebar shall be one continuous piece tied along side any vicinity footing rebar and shall protrude 8" min. above top of foundation wall near location of power panel.) TO EXIST. STORM DRAIN 0 aJ (2) 2° x 8' BM LSTA36 HD2 1 HD2A 1-4 LSTA36 FOUNDATION PLAN 1/4° = 1'--0" 1/4' = 1' -O' DR ENTRY 5 x9 PSL LIVING ROOM CLOSET 2ND FLOOR FRAMING PLAN 33'-6° 6x8 HD CLOSET I MECH. W/D UP N 54 x9 "PSL Jo KIT :HEN DINING /FAMILY = AREA 6x8 HEADER 0 HD2A LSTA36 LSTA36 LSTA36 LSTA36 _ LSTA36 SHEAR WALL SCHEDULE NOTES: O SHEAR WALL CAPACITIES ARE BASED ON THE USE OF COMMON NAILS FOR SHEAR WALLS WITH PLYWOOD OR O.S.B. SHEATHING. MAX STUD SPACING = 16 "oc CZ PANEL EDGE NAILING APPLIES TO ALL PANEL EDGES WITHIN SHEAR WALLS. NAIL SHEATHING TO INTERMEDIATE FRAMING MEMBERS WITH 8d NAILS @ 12 "oc. FRAMING MEMBERS SHALL BE SPACED AT NOT MORE THAN 16 "oc. Q FRAMING AT ADJOINING PANEL EDGES SHALL BE 3" NOMINAL (OR WIDER) AND NAILS SHALL BE STAGGERED WHERE PANEL CAPACITY EXCEEDS 350 PLF. ® WHERE PANELS ARE APPLIED TO EACH SIDE OF WALL AND NAIL SPACING IS LESS THAN 6 "oc, PANEL JOINTS SHALL BE OFFSET TO FALL ON DIFFERENT FRAMING MEMBERS, OR FRAMING SHALL BE 3" NOMINAL (OR WIDER) AND NAILS ON EACH SIDE AT 2" OR LESS. ® IF CALLOUT REQUIRES BLOCKING, SHEATHING MAY BE PLACED WITH THE LONGITUDINAL DIMENSION VERTICAL. STUDS AND PLATE WILL BE CONSIDERED TO ACT AS BLOCKING. ® WALL SHEATHING SHALL EXTEND FOR THE ENTIRE WALL LENGTH AT THAT ELEVATION AND SHALL BE CONTINUOUS AROUND OPENINGS. O 8d NAILS ARE TO BE 0.131" DIAMETER AND 2'i" IN LENGTH. 16d NAILS ARE TO BE 0.162" DIAMETER AND A MINIMUM OF 3?" IN LENGTH. NAILS SHALL BE INSTALLED SO AS TO NOT SPLIT THE TIMBER FRAMING OR PENETRATE THE PLYWOOD SHEATHING. ® SIMPSON HARDWARE (LPT4, A35, A35F, & H1) SHALL BE INSTALLED WITH THE APPROPRIATE FASTENERS PER THE MANUFACTURE'S SPECIFICATIONS. A) USE 2 "x2 "x3/16" PLATE WASHERS AT ALL ANCHOR BOLTS. 10 SILL PLATES SHALL BE 3x NOMINAL THICKNESS. SEE NOTE 11 FOR EXCEPTION 11 2x NOMINAL PLATES MAY BE USED PROVIDED THE ANCHOR BOLT SPACING IS REDUCED BY ONE —HALF © A35 MAY BE SUBSTITUTED FOR A35F INDICATES SHEARWALL REFERENCE TO STRUCTURAL CALCULATIONS SHEARWALL NAILING PER SCHEDULE N X HOLDOWNS SHOWN ARE FROM FOUNDATION OR WALL TO STRUCTURE ABOVE rr w ca w 2X6 OUTLOO ;ERS 1/4" = 1' -0° EXTEND SHEARWALL-3 TO ROOF DIAL IRAM ROOF FRAMING PLAN 2X6 C HEADS JTLOOKE RS 6: HEADER r1 rri Q rrl O M DANCE CODE APPROVED JUN 2 7 2007 Cif Tukwila BUILDING DEIFON' I O S x LSTA36 et STAIR STRINGERS r - i LJ r — � (2) 2° x 8' BM N • ■ HD2A 3'-0" J HD2A HD2A TL TL - TL TL TL TL TL HD2A VENT TL TL 15' -9 3/4° 36'-6' 4" x 10" BEAM 1 4X4 COLUMN W/ SIMPSON PB44 AND Pr (TYPICAL) c9 CRAWLSPACE MIN. VENTING: CRAWL AREA 10" x 24' x 24" FOOTING W/ (3) #4 REBAR E.W. TL TL TL TL QED TL TL TL U J L, co 4 x rN 1 N J(2) 2" x 8 BM I 1- o J 1 HD2A L.•—_J — HD2A HD2A HD2A STA R r .-- - - VGERS L J 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 1/2" or larger reinforcement bar or #4 copper wire, located near the bottom of the building footing. (NOTE: 20 foot rebar shall be one continuous piece tied along side any vicinity footing rebar and shall protrude 8" min. above top of foundation wall near location of power panel.) TO EXIST. STORM DRAIN 0 aJ (2) 2° x 8' BM LSTA36 HD2 1 HD2A 1-4 LSTA36 FOUNDATION PLAN 1/4° = 1'--0" 1/4' = 1' -O' DR ENTRY 5 x9 PSL LIVING ROOM CLOSET 2ND FLOOR FRAMING PLAN 33'-6° 6x8 HD CLOSET I MECH. W/D UP N 54 x9 "PSL Jo KIT :HEN DINING /FAMILY = AREA 6x8 HEADER 0 HD2A LSTA36 LSTA36 LSTA36 LSTA36 _ LSTA36 SHEAR WALL SCHEDULE NOTES: O SHEAR WALL CAPACITIES ARE BASED ON THE USE OF COMMON NAILS FOR SHEAR WALLS WITH PLYWOOD OR O.S.B. SHEATHING. MAX STUD SPACING = 16 "oc CZ PANEL EDGE NAILING APPLIES TO ALL PANEL EDGES WITHIN SHEAR WALLS. NAIL SHEATHING TO INTERMEDIATE FRAMING MEMBERS WITH 8d NAILS @ 12 "oc. FRAMING MEMBERS SHALL BE SPACED AT NOT MORE THAN 16 "oc. Q FRAMING AT ADJOINING PANEL EDGES SHALL BE 3" NOMINAL (OR WIDER) AND NAILS SHALL BE STAGGERED WHERE PANEL CAPACITY EXCEEDS 350 PLF. ® WHERE PANELS ARE APPLIED TO EACH SIDE OF WALL AND NAIL SPACING IS LESS THAN 6 "oc, PANEL JOINTS SHALL BE OFFSET TO FALL ON DIFFERENT FRAMING MEMBERS, OR FRAMING SHALL BE 3" NOMINAL (OR WIDER) AND NAILS ON EACH SIDE AT 2" OR LESS. ® IF CALLOUT REQUIRES BLOCKING, SHEATHING MAY BE PLACED WITH THE LONGITUDINAL DIMENSION VERTICAL. STUDS AND PLATE WILL BE CONSIDERED TO ACT AS BLOCKING. ® WALL SHEATHING SHALL EXTEND FOR THE ENTIRE WALL LENGTH AT THAT ELEVATION AND SHALL BE CONTINUOUS AROUND OPENINGS. O 8d NAILS ARE TO BE 0.131" DIAMETER AND 2'i" IN LENGTH. 16d NAILS ARE TO BE 0.162" DIAMETER AND A MINIMUM OF 3?" IN LENGTH. NAILS SHALL BE INSTALLED SO AS TO NOT SPLIT THE TIMBER FRAMING OR PENETRATE THE PLYWOOD SHEATHING. ® SIMPSON HARDWARE (LPT4, A35, A35F, & H1) SHALL BE INSTALLED WITH THE APPROPRIATE FASTENERS PER THE MANUFACTURE'S SPECIFICATIONS. A) USE 2 "x2 "x3/16" PLATE WASHERS AT ALL ANCHOR BOLTS. 10 SILL PLATES SHALL BE 3x NOMINAL THICKNESS. SEE NOTE 11 FOR EXCEPTION 11 2x NOMINAL PLATES MAY BE USED PROVIDED THE ANCHOR BOLT SPACING IS REDUCED BY ONE —HALF © A35 MAY BE SUBSTITUTED FOR A35F INDICATES SHEARWALL REFERENCE TO STRUCTURAL CALCULATIONS SHEARWALL NAILING PER SCHEDULE N X HOLDOWNS SHOWN ARE FROM FOUNDATION OR WALL TO STRUCTURE ABOVE rr w ca w 2X6 OUTLOO ;ERS 1/4" = 1' -0° EXTEND SHEARWALL-3 TO ROOF DIAL IRAM ROOF FRAMING PLAN 2X6 C HEADS JTLOOKE RS 6: HEADER r1 rri Q rrl O M DANCE CODE APPROVED JUN 2 7 2007 Cif Tukwila BUILDING DEIFON'