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HomeMy WebLinkAboutPermit D07-148 - KHAN RESIDENCE - LOT 1 - NEW HOUSEKHAN RESIDENCE LOT 1 13821 MACADAM RD S D07 -148 Parcel No.: 3229200010 Address: 13821 MACADAM RD S TUKW Suite No: Tenant: Name: IRAN RESIDENCE - LOT 1 Address: 13821 MACADAM RD S , TUKWII,A WA Contact Person: Name: SUIH SANDHU Address: 306 N 1 ST , KENT WA 98032 Phone: 425 766 -9867 Citf Tukwila Owner: Name: AIA INTERNATIONAL VENTURES Address: 24719 43RD AVE SOUTH , KENT WA 98032 Phone: Contractor: Name: AIA CONTRACTING INC Address: P.O. BOX 3280 , 306 N 1ST AV 98089 Phone: 253 854 -7005 Contractor License No: AIACOI *990KU Value of Construction: Type of Fire Protection: Type of Construction: doc: IBC-10/06 Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us DEVELOPMENT PERMIT * *continued on next page ** Permit Number: D07 -148 Issue Date: 06/27/2007 Permit Expires On: 11/20/2007 Expiration Date: 01/10/2009 DESCRIPTION OF WORK: RENEWAL OF PERMIT NO. D04 -255 FOR THE CONSTRUCTION OF A NEW SINGLE FAMILY RESIDENCE. $0.00 Fees Collected: $584.50 International Building Code Edition: 2003 Occupancy per IBC: D07 -148 Printed: 06-27 -2007 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N Fire Loop Hydrant: N Number: 0 Size (Inches): 0 Flood Control Zone: Hauling: N Start Time: End Time: Land Altering: Volumes: Cut 0 c.y. Fill 0 c.y. Landscape Irrigation: Moving Oversize Load: Start Time: End Time: Sanitary Side Sewer: Sewer Main Extension: Private: Public: Storm Drainage: Street Use: Profit: N Non - Profit: N Water Main Extension: Private: Public: Water Meter: N Permit Center Authorized Signature: I hereby certify that I have read and governing this work will be complie The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the perfprmance of wgfk. I am authorized to sign and obtain this development permit. Signature: Print Name: doc: IBC-10 /06 `) City ao.i Tukwila �. Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us Permit Number: D07 -148 Issue Date: 06/27/2007 Permit Expires On: 11/20/2007 Date: `9'C(2. ii"1 permit and know the same to be true and correct. All provisions of law and ordinances er specified herein or not. Date: r, /2-7/0-7 This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. D07 - 148 Printed: 06-27 -2007 Parcel No.: 3229200010 Address: Suite No: Tenant: 13821 MACADAM RD S TUI{W KHAN RESIDENCE - LOT 1 1: ***BUILDING DEPARTMENT CONDITIONS * ** City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us PERMIT CONDITIONS Permit Number: Status: Applied Date: Issue Date: D07 -148 ISSUED 04/24/2007 06/27/2007 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: Insulating materials, where exposed as installed in buildings of any type of construction, shall have a flame spread index of not more than 25 and a smoke development index of not more than 450. Where facings are installed in concealed spaces in buildings of Type lII, IV, or V construction, the flame spread and smoke - developed limitations do not apply to facings, that are installed behind and in substantial contact with the unexposed surface of the ceiling, wall or floor finish. 7: All construction shall be done in conformance with the approved plans and the requirements of the International Building Code or International Residential Code, International Mechanical Code, Washington State Energy Code. 8: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 9: 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. 10: 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. 11: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the Cityof Tukwila Permit Center. 12: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206 - 431 -3670). 13: 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. doc: Cond -10/06 007 -148 Printed: 06-27 -2007 14: ** *FIRE DEPARTMENT CONDITIONS * ** City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us 15: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 16: In lieu of a fire hydrant, an approved residential fire sprinkler system may be installed when vehicular travel distance from the nearest hydrant exceeds 250 feet. 17: Acceptance of residential fire sprinkler systems shall include field verification of GPM and residual pressures meeting or exceeding the listing for the sprinkler type. 18: Every building shall be accessible to Fire Department apparatus by way of access roadways with all- weather driving surface of not less than 20' wide and 13'6" vertical clearance. Access roads in excess of 150' shall be provided width an approved turn - around area. Access shall be within 150' of all portions of the buildings. (City Ordinance #2047) 19: 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) 20: 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) 21: 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/min.). 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) 22: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 23: All required hydrants and surface access roads shall be installed and made serviceable prior to and during the time of construction. (IFC 503.1, 508.1) 24: ** *PUBLIC WORKS DEPARTMENT CONDITIONS * ** 25: 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. 26: Any material spilled onto any street shall be cleaned up immediately. 27: Temporary erosion control measures shall be implemented as the first order of business to prevent sedimentation off -site or into existing drainage facilities. 28: 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. 29: From October 1 through April 30, cover any slopes and stockpiles that are 3H:I V 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. doc: Cond -10/06 D07 -148 Printed: 06-27 -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 30: 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. 31: The City of Tukwila has an undergrounding ordinance requiring the power, telecommunications, and cable service lines be underground. 32: The Land Altering Permit Fee is based upon an estimated 1,000 cubit yards of cut and no fill. If the final quantity exceeds this amount, the developer shall be required to recalculate the final quantity and pay the difference in permit fee prior to Final Inspection. 33: The Geotechnical Engineer shall provide certification on a lot by lot basis, that the work has been completed in accordance with all geotechnical recommendations. 34: Driveway approach to garage shows a 20% grade. Slope driveway in field so that vehicles will not bottom out. Coordinate with the Public Works Utilities Inspector. 35: Storm drainage vault and retaining walls each require a separate permit from the Building Department, for Structural Design approval. 36: Owner shall enter into and record at King County, a Sensitive Area Covenant and Hold Harmless Agreement with the City of Tukwila, prior to final inspection of the Building permit by Public Works. doc: Cond -10/06 * *continued on next page ** D07 -148 Printed: 06-27 -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 this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provision of any other work construction or the performance of work. doc: Cond -10/06 D07 -148 Date: 6 (2 ordinances governing or local laws regulating Printed: 06-27 -2007 Site Address: Tenant Name: Property Owners Name: ' .C6 K — `0 1a Mailing Address: 3 ■/ 1 S f sT )<'€i&' City CONTACT PERS w Name: SU14 �{ Mailing Address: 3 e E -Mail Address: GENERAL CONTRACTOR INFORMA (Contractor Information for Mechanical (pg 4) for Plumbing and Gas Piping (pg I ,'A Co 1 h 14 4' Mailing Address: 3 ° /' f / 2 / ( i Company Name: Contact Person: E -Mail Address: Contractor Registration Number: ARCHITECT OF RECORD =- AlI plans must be wet stamped by Architect of Record Company Name: E -Mail Address: CITY OF TUKWIL4 Community Developmeeepartment Public Works Department 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 ** King Co Assessor's Tax No.: 13FO1 I`cl Ac- A)Avv\ \( o "do we " contact when your permit is ready to be issuec Company Name: Opp (-, l -+, ; a v S `L- 1� Mailing Address: J �.� 7,- H4') AV Contact Person: fl() QA Applications On Line\3 -2006 - Permit Application.doc Revised: 9-2006 be SOuTI1 Suite Number: New Tenant: Day Telephone: 4 14'.eN City Fax Number: a 5 Mailing Address: ac a S 1 0 sfi — I n 5 14(4 City Day Telephone: laid 5 - 015 Fax Number: C — 2 J Floor: ❑ .... Yes ❑ ..No rA3 State Zip Wei X 18 t),3Z State Zip /cam 1 9 " -- City , State Zip S U Day Telephone: `1 a S � f 19 4 Fax Number: 3 Su r-- 1 1 } co I qq 0 KU. Expiration Date: IA r State City State Zip Contact Person: Day Telephone: 'la S- .6— 0 S E -Mail Address: Fax Number: ci a S- 6 G Q Col ENGINEER OF RECORD — All plans must be wet stamped by Engineer of Record ;', Zip I:2_ Page 1 of 6 Valuation of Project (contractor's bid p: $ Existingilding Valuation: $ Scope of Work (please provide detailed information): Will there be new rack storage? ❑.... Yes Number of Parking Stalls Provided: Standard: Will there be a change in use? ❑ Yes Q: Applications\Forms- Applications On Line \ 3-2006 - Permit Application.doc Revised: 9 -2006 bh N o If yes, a separate permit and plan submittal will be required. PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Compact: Handicap: No If "yes ", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: F Sprinklers ❑ Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes ❑ No If `yes , attach list of materials and storage locations on a separate 8 -1/2" x 11 " paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM ❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. Page 2 of 6 Scope of Work (please provide detailed information): Water District ❑ ...Tukwila .. Water District #125 ❑ ...Water Availability Provided Sewer District ❑ ...Tukwila ❑ ...Sewer Use Certificate Please refer to Public Works Bulletin #1 for fees and estimate sheet J... ValVue 0... Sewer Availability Provided Septic System: ❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. Submitted with Application (mark boxes which apply): ❑ ...Civil Plans (Maximum Paper Size — 22" x 34") ❑ ...Technical Information Report (Storm Drainage) ❑ .. Geotechnical Report ❑ ...Bond ❑ .. Insurance ❑ .. Easement(s) ❑ .. Maintenance Agreement(s) Proposed Activities (mark boxes that apply): ❑ ...Right -of -way Use - Nonprofit for less than 72 hours ❑ ...Right -of -way Use - No Disturbance ❑ ... Construction /Excavation/Fill - Right -of -way Non Right -of -way ❑ ...Total Cut cubic yards ❑ ...Total Fill cubic yards ❑ ...Sanitary Side Sewer ❑ ...Cap or Remove Utilities ❑ ...Frontage Improvements ❑ ...Traffic Control ❑ ...Backflow Prevention - Fire Protection Irrigation Domestic Water ❑ ...Permanent Water Meter Size... ❑ ...Temporary Water Meter Size.. ❑ ...Water Only Meter Size ❑ ...Sewer Main Extension Public ❑ ...Water Main Extension Public ,> >, „ „ FINANCE INFORMATION Fire Line Size at Property Line ❑...Water ❑...Sewer Monthly Service Billing to: Name: � Y f � C vi /1 /s Mailing Address: 3 Cs i!-, • Water Meter Refund/Billing: Name: Mailing Address: Number of Public Fire Hydrant(s) ❑ ...Sewage Treatment s f City Day Telephone: 1 r., ."6 State Zip Day Telephone: City State Zip Q:\Appliations\Forms- Applications On Line\3 -2006 - Permit Application.doo Revised: 9.2006 bit Call before you Dig: 1- 800 -424 -5555 ❑ .. Abandon Septic Tank ❑ .. Curb Cut ❑ .. Pavement Cut ❑ .. Looped Fire Line Of WO # WO # WO# Private Private /re.. U ❑ .. Highline ❑ .. Renton ❑ .. Work in Flood Zone ❑ .. Storm Drainage ,yi ± tS lP ❑ ...Renton ❑ ...Seattle ❑ .. Right -of -way Use - Profit for less than 72 hours ❑ .. Right -of -way Use — Potential Disturbance ❑ .. Grease Interceptor ❑ .. Channelization ❑ .. Trench Excavation ❑ .. Utility Undergrounding ❑...Deduct Water Meter Size ❑ ...Traffic Impact Analysis ❑ ...Hold Harmless — (SAO) ❑ ...Hold Harmless — (ROW) Page 3 of 6 Unit Tytk: : '` - Qty .Unit:TYPe= . Qty ; ;' Unit Type : ::QtY2 4011PrICompressor. ' Qti' Furnace<100K BTU Air Handling Unit >10,000 CFM Fire Damper 0 -3 HP /100,000 BTU Furnace>100K BTU Evaporator Cooler Diffuser 3 -15 HP /500,000 BTU Floor Furnace Ventilation Fan Connected to Single Duct Thermostat 15 -30 HP /1,000,000 BTU Suspended/Wall/Floor Mounted Heater Ventilation System Wood/Gas Stove 30 -50 HP /1,750,000 BTU Appliance Vent Hood and Duct Emergency Generator 50+ HP /1,750,000 BTU Repair or Addition to Heat/Refrig/Cooling System Incinerator - Domestic Other Mechanical Equipment Air Handling Unit <10,000 CFM Incinerator — Comm/Ind "\c MECHANICAL CONTRACTOR INFORMATION c Company Name: ► D 9 L C D c H G"h (0A Contact Person: ST-e E -Mail Address: Use: Residential: New Replacement ....0 Commercial: New .... 0 Replacement .... 0 Indicate type of mechanical work being installed and the quantity below: Q:\ Applications\Forms- Applications On Line\3 -2006 - Permit Application.doc Revised: 9 -2006 bh t o ca' Mailing Address: 3 0/0 cl� rig g P 1 11 A p 1 1 City State Zip Day Telephone: (.t 3 3 1 1 I 3 — L k -Ls Fax Number: 1c) -- ( 4/3 - 7.7 S Contractor Registration Number: n1 I h L o yy L `l GUT Expiration Date: wcr 19 Valuation of Mechanical work (contractor's bid price): $ Scope of Work (please provide detailed information): Fuel Type: Electric ❑ Gas ...44 Other: Page 4 of 6 Fixture Type:' y , Qh' Fixture Type:, �; "- 1 _ Qty Fix ture a • . T3'P 4t3' `" ' Fixture Type: Bathtub or combination bath/shower Drinking fountain or water cooler (per head) Wash fountain Gas piping outlets Bidet Food -waste grinder, commercial Receptor, indirect waste Clothes washer, domestic Floor drain Sinks Dental unit, cuspidor Shower, single head trap Urinals Dishwasher, domestic, with independent drain Lavatory . Water Closet Building sewer or trailer park sewer Rain water system — per drain (inside building) Water heater and/or vent Additional medical gas inlets/outlets — six or more Industrial waste pretreatment interceptor, including its trap and vent, except for kitchen type grease interceptors Repair or alteration of water piping and/or water treating equipment Repair or alteration of drainage or vent piping Medical gas piping system serving one to five inlets/outlets for specific gas 'PLUMBING Contact Person: E -Mail Address: Contractor Registration Number: D GAS ` PIPING= PERMIT INFORMATION - 206 -437 -1 PLUMBING AND GAS PIPING CONTRACTOR INFORMATION Company Name: Mailing Address: City Day Telephone: Fax Number: Expiration Date: Zip State Valuation of Plumbing work (contractor's bid price): $ Valuation of Gas Piping work (contractor's bid price): $ Scope of Work (please provide detailed information): Building Use (per Intl Building Code): Occupancy (per Intl Building Code): Utility Purveyor: Water: Sewer: Indicate type of plumbing fixtures and/or gas piping outlets being installed and the quantity below: Q: Applications\Fonns- Applications On Line\3 -2006 - Permit Application.doc Revised: 9 -2006 bh Page 5 of 6 Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. Building and Mechanical Permit The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). 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. Mailing Address: BUILDING OWNE$ OR A GENT: Signature: c 1 1t Seri t I Print Name: OK I k � -A^ Day Telephone: Date Application Expires: Date Application Accepted: Q:Wpplications\Forms- Applications On Line\3 -2006 - Permit Application.doc Revised: 9 -2006 bh City Date: t.. 4 \ ` 6 - th 0 32 , Zip State Staff Initials: Page 6 of 6 Doc: RECSEfS -06 RECEIPT NO: R07 -00698 Initials: JEM User ID: 1165 Payee: AIA CONTRACTING INC. SET ID: 0426 SET NAME: KHAN DEVELOPMENT SET TRANSACTIONS: Set Member Amount "D07 -148 584.50 M07 -090 146.00 M07 -091 146.00 M07 -092 146.00 PG07 -109 208.00 PG07 -110 178.00 PG07 -111 208.00 TOTAL: 1,616.50 TRANSACTION LIST: Type Method Description Payment Check 4137 ACCOUNT ITEM LIST: Description City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http.• //www ci.tukwila.wa.us BUILDING INVESTIGATION MECHANICAL - RES PLUMBING - RES STATE BUILDING SURCHARGE SET RECEIPT TOTAL: Payment Date: 04/27/2007 Total Payment: 1,616.50 Amount 1,616.50 1,616.50 Account Code Current Pmts 000/322.800 580.00 000/322.100 438.00 000/322.100 594.00 000/386.904 4.50 TOTAL: 1,616.50 7585 04/27 9716 TOTAL 1616.50 Project: A Type of Inspection: Address: I I 114 it( NA 44 Date Called: !^ / 0 7 1 iJ f l Special Instructions: ��I a v V' (1 Date Wanted: i i 1 1 a.m. p.m. Requester: Phone No: i(e INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. ° CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. El Corrections required prior to approval. COMMENTS: q c/o) k-Y (,)-12-4/\ iec. 67u d DT 4 4 , ILN t i7 & y6/6-2 � w c ,, f� X21 , R6 /3 (`2Y27 Inspector: 64) IDate: 0 / 6 4 2 $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. Project ��� y � Type of Inspe on: Addr s� s: ` / 2J ,/A / !�� Of./4 Date Called: Special Instructions: Date Wanted:: Requester: Phone No: INSPECTfON NO. INSPECTION RECORD Retain a copy with permit PERM NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 ( 06)431 -3670 Approved per applicable codes. Corrections required prior to approval. COMMENTS: 7( /)11( "V Date: 4 il EI $58.00 REINSPECTION FE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. 'Receipt No.: 'Date: - Yya ' r.. t 1'' 4�. Project: /�' v /<//ti / ?ecs . I Type of Inspection: /- /11/9 / Address: / .7 &21 /114( 4/ ieD Date Called: Special Instructions: ( 14 // / / / Date Wanted: -/47-07 p.m. Requester: Phone No: 253 - 65 _ 5/5 y INSPECTION RECORD Retain a copy with permit_ INSPEC'T'ION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION l e- 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 - 6 ❑ Approved per applicable codes. Corrections required prior to approval. COMMENTS: / 7-7 ,9. -( .► (��,- r__, /2-- , y / pz-f/ / rt 7 G-t. `'i l Gf/L/ / 4)L � /e/t9 / - �/ 4 , Eh 1; ti�.11---7 $58.00 REINSPECTION ftE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection. (Receipt No.: 'Date: 7 Project:/ K M(//fr; -- t. / Type of Inspection \ l 760 > .9 r,, A, Addres�� � � 11 l/r redArti Date Called: Special Instructions: Date Wanted: /57 p . Requester: Phone Nq� `'' ,/ 6/,�5/59 INSPECTION NO. El Approved per applicable codes. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 COM MNTS: ‘./d 4 Z - 4,./e �is�� S CJ liY1 4 _ i $58.0 NSPECTIONIEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection. 'Receipt No.: 'Date: L 7 vg PE (2 31 -3670 lig Corrections required prior to approval. Project: Type of Inspection: Address /3 62/ 47/7( Date Called: Special Instructions: Date Wanted: a.m Requester: Phone No: INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 El Approved per applicable codes. Inspector: INSPECTION RECORD Retain a copy with permit Corrections required prior to approval. (206)431-367 1—e )-7# /-1/F 31 itt / .-et!_e" ) 5 41./Arla El $58.00 REINSPECT! f FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection. Date:6 'Receipt No.: 'Date: - , 4 Project: ILrV.. ∎ t ✓ 47) ✓SC& T mam. ^.'of Inspection: G1 , t— , ✓� Y� Address: I ';Sa. I Ale.. ,i€ c Date Called: Special Instructions: Date Wanted: a.m. p.m. Requester: Phone No: INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Z Approved per applicable codes. Corrections required prior to approval. COMMENTS: Inspector: i d Date: . 1 - 1 $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: 'Date: Project,/ k T ype of Inspection: �� Add ¥; I Mo(J(, , io Date Called: iric 7 Special Instructions: Date Wanted: t L( a.m. p.m. Requester: Phone No: INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 ❑ Approved per applicable codes. Corrections required prior to approval. puJ COMMENTS: rte c . � � ( �f 4 ioige 'Inspector: 'Date: 9W ❑ $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: 10225 224' St S • Kent, WA 98031 (206) 604 2111 • • ARCO DRYWALL AND CONSTRUCTION fir May 31 2007 IJUN 11:07171/ ellll ( - N‘ t • 1 100TH i PERMIT CENTER Whom it may concern Dear Sir or Madam: This is to certify that the primer used on the project known as 13821 Macadam Rd, Tukwila, WA, was Rodda Paint Vapor Shield 32976, applied in accordance with the manufacturer's specifications. Attached: Manufacturer's Specification Sheet. Sincerely, Projects Manager tcoaaa rain o. - welcome dda Paint P R O D U C T D A T A S H E E T PRODUCTS 532976x Vapor Shield PRODUCT DESCRIPTION A styrene butadiene interior latex moisture vapor barrier coating. Basic Use rage 1 OI L Vapor Shield 32976 A non - breathing latex primer sealer designed for use on interior walls. Provides a moisture vapor barrier with a perm rating of less then 1.0 when applied to a finished coat of one dry mils (see application chart. Product helps maintain insulation efficiency when applied as specified. Packaging Stocked in single and five gallon containers. Finish A flat, smooth coating. Thinning None recommended. If necessary use water. Cleanup Use warm soapy water for most efficient clean up. Spreading Rate 1 coats @ 212 sq ft/gal = 1.25 dry mils 0.75 perm, 1 coats @ 160 sq ft/gal = 1.70 dry mils 0.65 perm, 1 coats @ 105 sq ft/gal = 2.50 dry mils 0.60 perm. PHYSICAL PROPERTIES Dry Film Thickness 1.0 - 2.5 Light Reflectance 84% Viscosity Range 88 - 92 Krebs Units Odor No offensive odor during application and no odor from the dried film. Toxic Properties Non -toxic as a dry film. Resistance Good Weight 10 lbs. per gallon. Solids Weight 34% Solids Volume 21% Theoretical VOC 115 grams per liter. SURFACE PREPARATION Wallboard Preparation Interior wallboard surfaces should be thoroughly cured and cleaned of all dust, etc. before painting. APPLICATION Application Method Brush, roller, or spray. Brush Application No thinning recommended. Use a nylon /polyester brush is recommended. Roller Application No thinning is recommended. Use a 3/8" to 3/4" nap synthetic roller cover. Pad Application No thinning is recommended. Use a synthetic pad. Airless Sprayer No thinning is recommended. Recommended using 1800 psi to 2500 psi using a .013" to .019" tip Application orifice. Conventional Sprayer Reduce up to 1 pint per gallon with water. Recommended air pressure 40 - 60 psi; fluid pressure 20 Application psi; tip size .0042" - .0045" with matching cap. HVLP Reduce up to one pint per gallon. Accuspray 24K. DRY TIME At 77 Fahrenheit and 50% Relative Humidity: http: / /www.roddapaint.com /viewpds.asp ?32976 5/31/2007 Kowa rains t o. - welcome rage z or .c Dry time to re -coat 30 minutes, To Finish: 4 hours Notes Disclaimer - All technical advice, recommendations and services regarding this product are rendered by the Seller gratis. They are based on technical data which the Seller believes to be reliable and are Intended for use by persons having skill and know -how, at their discretion and risk. Seller assumes no responsibility for results obtained or damages incurred from this product use by Buyer whether as recommended herein or otherwise. Such recommendations, technical advice or services are not to be taken as a license to operate under or suggest Infringement of any patent. Last modification made on: 4/18/2006 8:52:03 AM One Coat @ 320sq ft per gallon = .68 Perm Rating One Coat @ 210sq ft per gallon = .50 Perm Rating One Coat @ 160sq ft per gallon = .42 Perm Rating Two coats @ 640sq ft per gallon = .55 Perm Rating Two coats @ 425sq ft per gallon = .50 Perm Rating Two coats @ 320sq ft per gallon = .30 Perm Rating Rodda Paint Co. Corporate Office: 6107 N Marine Dr., Portland, Oregon 97203 Regional: 3838 4th Avenue So., Seattle, Washington 98134 http:/ /www.roddapaint.com/viewpds.asp ?507901 5/31/2007 v PERMIT COORD COM- PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D07 -148 DATE: 04 -24 -07 PROJECT NAME: KHAN RESIDENCE, LOT 1 SITE ADDRESS: 13821 MACADAM RD S X Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # After Permit Issued DEPARTMENTS: �j,� G 4� Buil�thg Division Public Works ❑ Fire Prevention Structural C n Permit Coordinator ❑ Planning Division DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: ASAP Complete [V1 Incomplete Comments: Not Applicable ❑ Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROU NG: Please Route Structural Review Required REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: Approved ❑ Notation: Documents/routing slip.doc 2 -28 -02 REVIEWER'S INITIALS: Approved with Conditions ❑ No further Review Required DATE: DUE DATE: ASAP n Not Approved (attach comments) ❑ DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: License Information License AIACOI *990KU Licensee Name AIA CONTRACTING INC Licensee Type CONSTRUCTION CONTRACTOR UBI 602066086 Ind. Ins. Account Id SECRETARY Business Type CORPORATION Address 1 PO BOX 3280 Address 2 City KENT County KING State WA Zip 98089 Phone 2538547005 Status ACTIVE Specialty 1 GENERAL Specialty 2 UNUSED Effective Date 5/31/2001 Expiration Date 1/10/2009 Suspend Date Separation Date Parent Company Previous License Next License Associated License Business Owner Information Name Role Effective Date Expiration Date KHAN, MOHAMMAD PRESIDENT 05/31/2001 KHAN, SAJJAD SECRETARY 05/31/2001 Look Up a Contractor, Electrician or Plumber License Detail Page 1 of 3 Washington State Department of Labor and Industries General/Specialty Contractor A business registered as a construction contractor with L&I to perform construction work within the scope of its specialty. A General or Specialty construction Contractor must maintain a surety bond or assignment of account and carry general liability insurance. Bond Information Bond #6 Bond Company Name WESTERN SURETY CO Bond Account Number 70199417 Effective Date 12/08/2006 Expiration Date Until Cancelled Cancel Date Impaired Date Bond Amount $12,000.00 Received Date 06/25/2007 DEVELOPERS https: // fortress .wa.gov /lni/bbip /printer.aspx ?License= AIACOI *990KU 06/27/2007 License Information License AIACOI *990KU Licensee Name AIA CONTRACTING INC Licensee Type CONSTRUCTION CONTRACTOR UBI 602066086 Ind. Ins. Account Id SECRETARY Business Type CORPORATION Address 1 PO BOX 3280 Address 2 City KENT County KING State WA Zip 98089 Phone 2538547005 Status SUSPENDED Specialty 1 GENERAL Specialty 2 UNUSED Effective Date 5/31/2001 Expiration Date 1/10/2009 Suspend Date 2/16 /2007 Separation Date Parent Company Previous License Next License Associated License Business Owner Information Name Role Effective Date Expiration Date KHAN, MOHAMMAD PRESIDENT 05/31/2001 Bond Amount KHAN, SAJJAD SECRETARY 05/31/2001 548811C Bond Information Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date #5 DEVELOPERS SURETY & INDEM CO 548811C 10/18/2005 Until Cancelled 02/16/2007 $12,000.00 11/01/2005 Look Up a Contractor, Electrician or Plumber License Detail Page 1 of 3 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= AIACOI *990KU 04/27/2007 I AC AFP. ALT. APPROX. ARCH. BD. BLDG. BLK BM. DOT. BML BHA. Olt C1.6. CLR GHQ M COL. CONG. GONER. G.T. CCM DEG. DET/DIL. DP D1A6. D1# 0 pit CS. DWG. L E.J. EMS. ELEV. ELEC. Ear. EJIGL. BD. EMIR EH EJLG. E EXr. FA FD. FOG. FDIC FL FUG. F.F. FAG. FIN. FL. FIB. FDA roc.. l.5. FT. PT6. F1JrIR. Ha WC Nara RIME HG (NAG Atom DOLT AGOUeTIGAL GEILI?& TILE ABOVE FNKSIfD FLOOR AGGREGATE AUHR14 ALTERNATE APFROXIMATE ARLHTEGRRAL BOARD MOW BLOCK BLOCKING BEAM BOTTOM BEIVEEN EULT LP ROOFING EOM WAYS CONTROL JI. GEO.OIS CLEAR CONCRETE MA50HRY UNIT COMM COMPETE CO IECTHON GONSTRIXTKON CONTIM/CV6 CERAMIC TII E DEGREE PETAL PRIMUS FOLMANH DIAGCNAL DIAMETER DOM DOPHSPCIR DRAM& EAST ExISTING EACH E?YA1 IOU . N1 E).'ERIOR INSU ATION AIPP FIh:SH SYSTEM aEVAnoti ELECTRICAL ELEVATION EMERGENCY ENGLOraRF EQUAL EACH HAY ELEGTRIG WATER COMER MANSION EXTERIOR FIRE ALAI•'M FLOOR DRAIN FIRE DEPARTMENT COlieGDON rawATION FIRE EXTINGUISHER FIRE EXTONSUSIER CABaET FOCSui FLOOR FIRE NOSE GABItET FINISH FLG 1 Let FLOOR FLUORESCLM FWOATION FACE OF EURHCK FACE OF CONCRETE BALL SIZE FOOT OR FEE=T FO!OTONS MARRO 6A. SAME 6ALV. 6ALYAIOTD 6.. GENERAL CONTRACTOR 6L GLASS 6R GRADE 6YR 6YP54M 61P. BD. 6175LN BOARD HOSE RIB POLLAN GC RE HARACAPIED FIAROSIAft HOU.C.I Mf TAL HOUR lEIGHr IEATNi4S,\iNTEATlOII AND Alt GOAVITIOKNS LAY-4 ACOUSTICAL GEIL1N6 TILE 2 x 2 LAY -IN AC046UGAL CEILING TILE 2x4 F' FLUORESCENT Fl CRS E RtEr.ESS2x2 FILICRESCOff MUM • ID. INEUL. INT. .IAN. "TT. .1ST. KIT. LAB. LAM LAV. LT. MAX. PECK MEMB PER. MA MIL MSG. MO. H11. Mu. O.G. OD. Ott OPP. PICT. PL. PLAN. PEAS PLYrD. PR. Q.T. 5 5G. SLIER SECT. SF. Slit. 5tM SPEC. so. OR 4 SS. STAb6_ sTD. STIFF SA- 5i . StSP. TR Tie TER T T/ TYP_ VCT V RT O • • INSIDE DIAM'.TER INSULATION INTERIOR JANITOR JOINT JOIST KITCHEN LABORATORY LAMINATE LAVATORY LIGHT 4 CEh1ERLDE R PLATT~ MAXII -U4 MEGHAMGAL MEMBRANE MANEACILHLR MANHOLE MJULI A)tC.US MASONRY OIIJING IE MULLION WORTH NOT DI CONIRAGT TIMER NOMINAL NOT TO SCALE ON CENTER OUTSIDE °IANETCR AP OPPOSITE PRE -CAST PROPERTY LIrE ELASTIC LAM :HATE FLASTFR R.YY1701, PAIR a TILE RISER ROOF DRAIN MITA TO- REFRIGERATOR REINFORCED REaIJtRFD ROOM ROUGH OFBINC, e 5J• oLV cO9 SCHEDULE SECTION SQUARE FOOT SHEET SIMILAR SPECIFICATION SQUARE STARLESS STEEL 5TA66ERED STA/ ARD STI F#R STEEL 5TR ICRIRAL 5f5PENDED TREAD TOP AND BOflO:I TTRfAAU/O 'MOUE 1 6RO0'. t TICK TOP CF T1rFicAL UO.N LN.ESS OBEW'i.E rJTED VAit CO PIOS!ILT: :L.E VtRFY vERTICA . PEST NTH INTER CLOSET PCKNA NTH01.T ASSOCIATED SYMBOLS *NAG 5.n's. SMILE /VAC RiETJ:: 6RUE 54RFACE r• :PARED acArGES: E: rT FIXTIRE E7444 5T ARQ GRILLE RECESSED PTOUNTED FLUORESC[ aT RXRRE S1 FUp!.'vSGENT SURFACE Kt$TED EMT LXitsT .611 rV BATTERY BACL3P ereasetcr : sari w BATTERY aAGtlP • SPRIVIL R •ZAD • ABBREVIATIONS NOTE: Clarify with Architect all abtxovtatton• not holed. ARCHITECTURAL SYMBOLS SECTION: SECTION LETTER 51•FET 'LIVER C41.4111 6/Z12 CENTER Ere V 1STP6 COh!OUR LITE RNTDOOK ELEVATION. ELEVATION LETTER • ELEVATION TA6 SPOT El EYATION NORM 1.t51.5MATIai t r I>� GtANIUE RI ELEVATION Roc.: SLOPE i Vl.C. 1)014 ENERGY INFO I EATING TYPE GLAZING AREA SI• OF FLOOR VERTICAL GLAZII 5 U -VALUE • OVERHEAD GLAZING U -VALUE : DOOR U -VALUE CEILING R -VALUE SLOPED CEILING R -VALUE FLOOR (OVER Lecourine, o SPACE) : 1iI ILL EXT. fELOPI GRADE SLAB ON 6RADE GAS Ib.4b .- 11 = 0_•1 U =0.5r) 11=0.2•1 R -31$ R -3E/ LEGAL DESCRIPTION A PORTION OF THE t 1/4, 5E 1/4, SECTION 15. TOf TIP 23. NORTH, RANGE 4 EAST, W.M_ SEPA lira ' IEV DE 'fl" tJ *•s• Se Gran v y, �t i - > ; ,. 1 NEN"N RETAINING WALL • .=s t I i I •t 1 • • • Ijill_DING 5E11:3AGK LINE - SEE PROJECT INI O• -- - I t + t. 4 t VA ;. GONc.RETE O GRADI_ TA1R5 I -----' Vti sf i / . I I I :r• -_� _ r I Il ! -dti / ` / -� - - - -- • I i • SITE PLAN - LOT 1 • • PE p J B in1 (Mat G. CABLE T.V. MITT : D. POPER UTILITY (VAULT 14 • EASEVENTS) E. TRASH SERVICE : F. MATE UTILITY . of • I FOR LIAN 1 TIE TaLOI i ITEMS 9011 It BIDOER UESIot• STSJEM lit CONTRACTOR Sila[L FROYOE A COMPLETE SYSTEM TO TIE Oft Ala &NAMYi VEPARTI4•'T MICH COe4'l lf5 NTH ALL .IRKSOIZIk NAL REa4REK :ITS. OF WOWED) A. BluDING A.OSITE ELECTRICAL B INAC SYSTEM G_ R U1"b►TiG SYSTEM D. 511E RQ, ;ATION SYST111 L 1 4 OWNER/CONTRACTOR COORDINATION NOTES TIE FOLLOM1145 NOTES SHALL 5L RVE AS A GUIDE TO DE CONTRACTOR TO VERIFY EACH CONDITION F1111 R TIE PRODUCT HANIFACTURER OR WIN ER. AND /OR LOCAL JRlcSDICTIONS FOR TILIR RE(IJ$ROE NTS PRIOR: 10 SMUTTING A DIP TO THE OM ER OR PROCEEDING NTH TIEIR MORK TIE ITEM 01111 ItPT LEI OM Asi III fI elit.MAD 10 DE AN L XIIADAIVE ANALYSIS OF ALL POSSIBLE AREAS OF CONCERN UK C.OWLJCT. BUT RATHER TO SERVE AS A 13E6WNING PONT RI IDENTIFYING a -1 .Y OVERT (JOKED AREAS IN DE CONSTRUCTION PROCE%. I. REVEf MAlu PI:.A4.tC l LITERATURE ALP GEICRAL NOTES FOR INSTALLATION RISTRUCTIOI15 TO TIE PROJECT CONSTRUCTION TYPE A. HOG E6VIPIi3IT AK) IXIr. rill, B ALL EX»W15T FAILS ANID WlGT * C. RECEPTACLE ems OF. TV.. TELEFIVIE, ELECT.. FLItte C) COIORDMAIw N111 TIE FOl I (4tH , UTILI1IL5 ATww COMA NM LOCAL JrRISTACTIONAL RECLII.4EI-ENIS IIEAI1NG TYPE: CS AI.I A2.1 A22 A31 A3.2 A4.1 A5.1 A5.2 PARCEL NO. : SITE ADDRESS : CODE NOTES CODE CONSTRUCTION TYPE : OCCUPANCY GROUP FLOOR AREA (U i EFINITION) - tee Permit No, ;Yarn review r ^• I; ' : '— a'IProV�I c c _ n errors �r,j Nxn�ssblse, 0 violation or aOOePaed code or +ppro �e l Field Copy oondarc mule SINGD PROJECT NFO OWNER INFORMATION SERAJ KHAN 3W NORTH 1st AVEI'UE KENT, WA g8O32 ZONWN&: [DR 131/11. DING Sf_ (hNIN.! . 1 0 322 -O0k :3821 MACAO TUKWILA, FROM - 20 FEET REAR - 10 FEET SIDE - 5 FEET 1.01 I A1:LA: 5480 50.I BLDG LOT COVERALL=: 1 .466 50. I - . =41 ROAD 5. . iINGTON ,18188 REVIEWED FOR CODE COMPLIANCE APPROVED APR 2 7 2007 City Of Tukwila BUILDING DMSI ©N ., 1.45 2003 IBC i ASi iINGTON STATE All :.1:; Ii:NTS 1 -1 -04) V -N K -3 SECOND F1 DOR 1,021 5.F. t IRST FLOOR 1011 5.F. 3ASEMENT 284 5.F. HEATED TOTAL 2,322 5.F. GARAGE 660 5.F. F'ORGH 32 5.F. GAS FIRED FURNACE (OTHER FUELS) 17D - lye SHEET INDEX ARCIUTECTURAL - TIE RptftIOVVE ARCHITECTS LLC COVER SLEET FLOOR PLANS FOUNDATION PLAN AND FRAMING PLANS STRUGIU2AL NOTES. TABLES AND SC ELF LES EXTERIOR ELEVATIONS BALDING SEGTIO`LS ARCHITECTURAL DETAILS STRUCTURAL DETAILS - rOW:DATION STRUCTURAL DETAILS - F VICINITY tAXP (425) 656 -O CT TON IIMEISKOM N, changes shall be made to the soc ^o c? t: c:ft without prior approve! c2 11 ; :vai[b Cuitding NOTi;: Revisions will require a new ` :z.n an I may Include additional plan review fees. E RECEIVED am u+ APR 2 4 7 0n7 PEPoYIfTCINTER 4 8 7 6 5 4 6.625 5. IclOth SL Suite B -IO5 KENT, WASHINGTON c18032 (425) 656 -0500 ■ FAX (425) 656 -0501 ronhovdeorchItects.com 3 ; 2 . 1 t 4 REV. :3N5 SMEt CONT. :am• a F4 E RON HO VDE ARCHITECTS L L C ›- ct 0 0 to- N DA: _ DE5GRIPf ION P� 1.1;:-:CT IN "Ot. M ATION N. TE-i w U z W (7)< o: > J � "±" 4( le D I,t1 I C/3 J z C O tl SECTION LT R: I JOE Is 20020k • SKEET NO DR* a BY, 01 G*4 �D a r, T.F DAT . - 1, • s II IT. " 4 - :,111 y) .1• 0 z W ._ IC 3 ,. i 3 _ - 110 9C Y ' ' , • M ' I � W II- J CO Z Z - OF TUKW1tA 0 I 0 8 2004 RIAIT CENTER � ,, ; A,I I( -.._. - r I I yu.l. CLOSET r i • mol •1 II N S, g1 APR 2 4 ?IXbl PEMTGiER r EQ. EQ. O N N 0 0 4-2' \ ; / _ ________ T is 10" I l'-0 - 3 1 B 8'-0' 1 -0* 7-44 E Ea ^ SMOKE DETECTOR 110 VOLT INTERCONNECTED WITH *is 10 -Ib r " ��� iii 0 BATTERY BACKUP - TYPICAL (q) TREAD 0 10' EACH 3 -1` 2' -1 ! i Lm 1 I 1 �!1 I■t mu E 41101111 r= Q + g� 1 (q) TREAD 010" EACH PROVIDE I V2' DIA. W41'VORAIL 0 34' ABODE STAIR NOSING ON Ott SIDE OF STAIR - TYPICAL ! i - 1 '- o ' ZO I # iiiP" RONHOMOE ' WASHINGTON - :,111 y) .1• 0 z W ._ IC 3 ,. i 3 C5 W II- J CO Z Z - OF TUKW1tA 0 I 0 8 2004 RIAIT CENTER CITY PI :ARIPnoN N S, g1 APR 2 4 ?IXbl PEMTGiER r NO Alel • Illo••■■■ emoolls GUTTER PER OWNER !- DOWNSPOUT PER OWNER OS/ 1' I :OFIN PER O WNER D5. I. ALL ROOF SLOPES 6:12 UNLESS RIOTED OTHERWISE 2. ALL ROOF OVERHANGS AR Is" UNLESS NOTED OTHERWISE HUFF PLAN SCALE U4' = I • 1 ij •1 22 "x30" ATTIC ACCESS L ___I_ _ _ _ I I L I ::.•t E 1 t"-7 x~11 l I I I `r ` I 1 r I. 1 41'-0" SECOND FLOOR PLAN Ij ;; - 14 1 1 1 RUN DOUNSPOUT DOWN TO LOWER ROOF - 5' -4' 11 I I ' ' — 1 r ATTIC VENTILATION: PROVIDE EAVE, RIDGE, ROOF JACK OR GAME VMS TO PROVIDE VENTILATION AREA EQUAL TO OR GREATER THAN 1/300 OF ATTIC AREA TO BE VETITED. AT LEAST 1/2 OF THIS VENTILATION AREA TO BE L OGATED IN THE UPPER PART OF THE AMC. EACH EAVE BLOCK TO HAVE (3) -2' DIA. SCREENED HOLES PROVIDING (4) 5Q. I!! OF VENT AREA PER LINEAL FT. • 5 1_ 6 " II II I I II i I I II II IS is 1 1 II is 11 II II 26 GA STEPPED FLASHING AT ALL ROOFMALL INTERSECTIONS pS . 5 5 . • 8! - • 's DS. RUN DOUNSPOUT DO1N TO LOWER ROOF II I 1 Li f' 7 II v 7-0" , „ RUN DOUNSPOUT DOWN TO LONER ROOF SECOND FLOOR FIRST FLOOR BASEMENT GARAGE PORCH 0 N v Zeo Lt TI O 8'xIO' CONCRETE FLOOR AREAS (as defined by IBC): 1021 S.F. 1011 S.F 284 S.F. 660 S.F. 32 S.F. 1 OPEN SIDES OF STAIR AND LANDINGS SHALL HAVE GUARDRAILS . OPENINGS IN GUARDRAIL SHALL NOT ALLOW A 4" DIA. SPHERE TO PA55 THROUGH- TOP OF GUARDRAIL MAY BE 34 ABOVE STAIR NOSING AT STAIR RUN AND 36" ABOVE STAIR LANDING 41' -O 6 1 -q " FAMILY / DININS 13 -7 3'-2 t /2" 3' -4. 2'_,T. 111.■ AND EIMER PROVIDE I VT DIA. HANDRAIL 0 34" ABOVE I STAIR NOSING ON ONE SIDE OF STAIR - TYPICAL I I L_ - 0 0O SCALE 114' = I'-O 10' -2 I /2" 13 -5" I3' -5" (q) TREAD 0 10 EACH 13/8' THICK, SELF - CLOSING, TIGHTFITTING, SOLID CORE II49O0 DOOR OR LABELED fELF- CLOSING, TK HT- FITTING 20 MIN DOOR ABC SEC 302.4, EXC. 3) MILT-EOM 9-IOKE ! ; ETECTOR - I %:0L'I - :TERCONNECTED LAMP TTEl2Y TYPICAL i:3) TREAD 0 ICY EACH s`n 2' -t0' 28' -5 I/2' FIRST FLOOR PLAN 5068 3 1_ 1 " 2T -V 3 -I" 2' -1' 2 1_111 3/_I" i i i a 41 41 -0 .1 � I _LJL.L_1L.��J 41 TOTAL 3P15F BASEMENT FLOOR PLAN I 1 1 1 0 In LLYilia (q) TREAD 0 10" EACH DIRECT -VENT 6A5 FIREPLACE - INSTALL PER MANUFACTURER RECOMMENDATIONS HEARTH AND SURROUND PER OI*IER (3) TREAD d IO" EACH 3' -6 3/4'1 6` -1O' I I L J PROVIDE I 1/2" DIA. HANDRAIL 0 34' ABOVE STAIR NOSING ON ONE SIDE OF STAIR - TYPICAL i 5 2' I' -O" 2I' -II` 5' -0' PROVIDE 1 I/2' DIA. 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(rf rrp00V CASA:0►5M N �► �+ O t 12 oc)$• ✓ r011Vr r•• xr 3 • O rh R evie io t SIGNi TREE REPLACEMENT LANDSCAPE PLAN KHAN 3 —LOT DEVELOPME • • 40 1 S I Shat)1 ' I 11217 N_ 0 t7 z m • doSPA,, of P:\ 1 1 UOOO\ 1 121 \engineering\ 1 121 / tV ci g r• 0 D GO O 3 a n m c n rn , , • -- • N � O 16215 i 2 NL i%V�iMUt. �vV i'i KENT, WA 98032 ' , '1444 r � �y' CML ENGINEERING, LAND PLANNING, No e Na 01* \ • 1 1111. , . Q r .. V , •• •- 1 1 .11 1 SURVEYING, ENVIRONMENTAL SERVICES co • • .... SAW..:CUT.. EX„ ASPHALT. G . • c•rn Drown ._...DC • Scale: Horizontal Date 2/13/04 AS SHOWN 1 Dote /Time: 07/14/2004 08:21 Scale: 11.20 dgobriel Xrets: zt 1217— t,11217— GRD— STM,S_Kohn,zt 1217 —p, ( 1 M I / I / / /.1/ i r .! • / / cZ:2> •z›.Z) X ! < • _.._ --•ate ,•( r . •..rrr.r••-- •.- . M___M • - 6+ Cn r; AKALi"►i ti.../ ..La� � ►r.�.. 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Dote J P /AA/SO Ytrets: 4t, 9i,CA.F „'•'•h' M OM a p•L�"6�•..rr � •r• - -- Scale: Horizontal 1 "- Vortical N/A 21 121 7 -t,z 1 121 7b, na1,1 1217 - GRD- STM,S_ Kohn, 1 3 N ryr f 0 2 g a 8 8 • "- • 1 • , `..• I 600 4 0 z 3 z E 0 W to) 20;4 ” ...... ....��... .l t 15 • N ._,....- „'r r. • i 2 .. r e".. n •,. F: j / N ,.__ .» _ ..,- -- `•,, 1 r. `•,• ,\.,/ . ,' _. , .c w • ' . � 1 / , �r'•r ""• �"" '` •• •' • '•3i I .........- 1.., i •. I 'y: .. r''Go • \ • ♦. . - ...c �yy • • .- • ..... • ,-1_ . • T ' P` qtr +r ..•\ - v� . ' S e •-•r• Srr 1 \ • Fi ('1' M / i ;? ,= J ':... -. _ • -�-_ ,_. _.. d,1; I . 0 For: AMERICAN CANADIAN REAL ESTATE, INC. P.O. BOX 3280 KENT, WASHINGTON 98032 (253) 854 -7002 1' • g 53 rn O 0 1 z° is - 0 O2 O RR Pt J, No ohi _ _ _..._ _ _ ..•r..•._. r722 4e) r73g2 (.6 rV 1%3 N E ON N =loose I t ag Og O W N N7C Q OO rn - N C) N Q Q ofpNOO ®N Op ® IV A NN° � ) r4 • iqr1 Pgq: • • N • -+ • U I . 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For: W N J, t• • f L ia.I4 : : t1% ti.• ., 1 :r \ /y�; ,,,...� �.• y r- •- 4cx•— 4.". �•v • m• • z z 0 m r� &I •\ •,01 •`♦ V7•••• , • I `• .. ♦,, vs • ' • ••• P.O. BOX 3280 KENT, WASHINGTON 985032 (253) 854 -7002 • : : • =N Ng P CEIMINIMImmo o t I r" r 141 `� !A Ilg IN ga ob =1: 1 82.1 % 2 1 rl 2 ' 0 O rn No. Ui Title: Dote A 0 N / =111=111=111=111=111= Eo • c am = - EPOri>6 o. o; ° y Ckd. I Appr. FOR KHAN 3 -LO T DEVELOPMENT Revision i WY OF WKWLA STORM DRAINAGE GENERAL. NOTES 1. ALL WORK AND MATERIALS SHALL. BE IN ACCORDANCE WITH THE "STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION; WASHINGTON STATE DEPARTMENT Of TRANSPORTATION AND AMERICAN PUBLIC WORKS ASSOCIATION, WASHINGTON STATE CHAPTER, 1994 EDITION. TOGETHER WITH THE LATEST EDITION OF THE CITY OF TUKWILA ENGINEERING STANDARDS. 2. AN APPROVED COPY OF THESE PLANS MUST BE ON SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 3. IT SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE AND ANY OTHER RELATED PERMITS PRIOR TO ANY CONSTRUCTION ACTIVITY IN CITY RIGHT -OF -WAY. 4. PRIOR TO ANY CONSTRUCTION ACTMIY, THE CITY OF TUKWILA ENGINEERING DEPARTMENT (433 -1850) MUST BE CONTACTED FOR A PRECONSTRUCTION MEETING. 5. ALL LOCATIONS OF EXISTING UTILITIES SHOWN HEREON HAVE BEEN ESTABLISHED BY FIND SURVEY OR OBTAINED FROM AVAILABLE RECORDS AND SHOULD THEREFORE BE CONSIDERED APPROXIMATE ONLY AND NOT NECESSARILY COMPLETE. IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO INDEPENDENTLY VERIFY THE ACCURACY OF ALL UTILITY LOCATIONS SHOWN, AND TO FURTHER DISCOVER AND AVM ANY OTHER MUTES NOT SHOWN HEREON WHICH MAY BE AFFECTED BY THE IMPLEMENTATION OF THIS PLAN. THE CONTRACTOR SHALL CONTACT THE UTILITIES UNDERGROUND LOCATION SERVICE (1- 800 - 424 -5555) PRIOR TO CONSTRUCTION. THE OWNER OR HIS REPRESENTATIVE SHALL BE IMMEDIATELY CONTACTED IF A UTILITY CONFLICT DUSTS. 6. CATCH BASIN - TYPE I - PER WSOOT /APWA STANDARD PLAIN 8 -1 OR ASSOCIATED SAND AND GRAVEL CB -15, OR EQUAL 7. CATCH BASIN - TYPE II - PER WSOOT /APWA STANDARD PUN 8 -1E (48 -INCH I.D. OR 54 -INCH I.E. AS DESIGNATED) OR ASSOCIATED SAND AND GRAVEL CB -19. OR EQUAL 8. UNIT COVERS AS DESIGNATED ARE WSDOT /APWA STANDARD, (PER STANDARD PUN 8 -12). 9. ALL TYPE II CATCH BASINS SHALL HAVE LADDERS OR SAFETY STEPS PER WSDOT /APWA STANDARD PLAN 8 -12. 10. ALL CATCH BASIN FRAMES AND GRATES SHALL BE DUCTILE IRON PER WSDOT /APWA STANDARD PLAN B -2A. 11. ALL CATCH BASIN GRATES SWILL. BE DEPRESSED 0.10 FEET BELOW PAVEMENT /CURB LEVEL. 12. ALL 01L/WATER SEPARATOR CB GRATES SHALL BE OF THE ROUND SOUD LOCKING TYPE. 13. ALL STORM DRAINAGE CONVEYANCE PIPE SHALL BE ONE OF THE FOLLOWING AS DESIGNATED: A. HELICAL CORRUGATED ALUMINUM (OR ASPHALT- TREATED STEEL). MINIMUM 16 GAUGE OR GREATER AS SHOWN 2 2/3 -INCH x 1/2 -INCH CORRUGATION, WRH WATERTIGHT CONNECTING BANDS. 8. CONCRETE, PER A.S.T.M. C -14, CLASS II. NONRENNFORCED BELL AND SPIGOT (WITH BELL FLUSH WITH C.B. WALL OF USED), WITH RUBBER GASKETS. C. P.V.C. CONFORMING TO A.S.T.M. 0 -3034 - SOR 35. D. PIPE MAY BE ANY OF THE ABOVE PROVIDED: 1) PIPE JOINTS MUST BE OF THE SAME MATERIALS. AND 2) WHERE A PIPE MATERIAL IS SPECIFICALLY SHOWN ON THE PUN, THAT MATERIAL MUST BE USED. E. MINIMUM PIPE COVER SHALL BE 2.0 FEET. F. SMOOTH WALL SPIRAL RIB ALUMINUM (OR ASPHALT- TREATED STEEL) PIPE. 16 GAUGE. W/34 -INCH 3/4 -INCH RIBS AT 7 -1/2 INCHES O.C. G. ADS TYPE N -12 HIGH- DENSITY POLYETHYLENE CORRUGATED PIPE WITH AN INTEGRALLY FORMED SMOOTH INTERIOR TO THE REQUIREMENTS OF AAS.H.T.O. M -294. 14. ALL PIPE BEDDING SHALL CONFORM TO WSDOT/APWA SECTION 9- 30.7(1)B FOR ALUMINUM AND P.V.C. PIPE, AND SECTION 9- 30.7(1)A FOR CONCRETE PPE. ALL TRENCH BACKFlLL SHALL BE COMPACTED TO 92 PERCENT MINIMUM DRY DENSITY PER A.S.T.M. D- 1557 -70. 15. ALL PIPE SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION ACCORDING TO WASHINGTON STATE SPECIFICATION 7- o2.3(1). MIS SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL AS WELL AS PLACEMENT MID COMPACTION OF REQUIRED BEDDING MATERIAL TO UNIFORM GRADE SO THAT ENTIRE LENGTH OF THE PIPE WILL BE SUPPORTED ON A UNIFORMLY DENSE UNYIELDING BASE. IF THE NATIVE MATERIAL IN THE BOTTOM OF THE TRENCH MEETS THE REQUIREMENTS FOR 'GRAVEL BACKF#.L FOR PIPE BEDDING; THE FIRST LEFT OF PIPE BEDDING MAY BE ORMED. PROVIDED THE MATERIAL IN THE BOTTOM THE TRENCH IS LOOSENED. REGRADED, A COMPACTED TO FORM A DENSE UNYIELDING BASE. 16. ALL BUILDING ROOF DRAIN DOWNSPOUTS AND FOOTING DRAINS SHALL BE DIRECTLY CONNECTED TO THE MAIN STORM DRAINAGE CONVEYANCE SYSTEM THROUGH AN UNDERGROUND PIPE SYSTEM. ROOF DRAWS AND FOOTING DRAINS SHALL BE SEPARATE SYSTEMS AND SHALL BE CONSTRUCTED OF 6- NCH (OR 8 -INCH DIAMETER WHERE SHOWN) P.V.C. (RICO, NONPERFORATED FOR ROOF DRAINS. PERFORATED FOR FOOTING DRAINS.) SUFFICIENT CLEANOUTS AND BENDS SHALL BE INSTALLED SO THAT THE SYSTEM CAN BE EASILY MAINTAINED. THE SYSTEM SHOWN HEREON IS SCHEMATIC ONLY. THE DRAINAGE /GRADING CONTRACTOR OR LANDSCAPER MAY ALTER THE LAYOUT AS REQUIRED TO BETTER DRNN THE SITE. THE CONTRACTOR SHALL KEEP A DIMENSIONED RECORD OF THE LOCATION OF ALL PIPES AND CLEANOUTS AND SUBMIT SAME TO THE CITY, ENGINEER. AND OWNER UPON COMPLETION OF THE WORK. 17. ALL ROOF AND FOOTING DRAINS Stall. BE LOCATED IN THE FIELD AND ADJUSTED AS NECESSARY TO AVOID IIPACTiNG THE DUSTING TREES DENOTED ON 1W GRADING PLAN TO BE SAVED. DRAIN LINES 511011D BE LOCATED OUTSIDE THE DRIP LINE OF TREES TO BE SAVED WHEREVER POSSIBLE. 18. THE STORM DRAINAGE SYSTEM SHALL BE CONSTRUCTED ACCORDING TO THE APPROVED PLANS WHICH ARE ON FILE IN THE ENGINEERING DEPARTMENT. ANY DEVIATION FROM THE APPROVED PLANS WILL REQUIRE WRITTEN APPROVAL FROM THE PROPER AGENCY. 19. STRICTURES SHALL NOT BE PERMITTED WITHIN 10 FEET OF THE SPRING LINE OF ANY STORM DRAIN PIPE 20. CONSTRUCTION OF DEWATERING (GROUNDWATER) SYSTEM. F REQUIRED. SHALL BE IN ACCORDANCE WITH THE A.P.WA STANDARD SPECIFJCA11ONS. SECTION 61 -3.02. 1981 EDITION. 21. PRIOR TO OCCUPANCY. THE PERMANENT STORM DRAINAGE SYSTEM MUST BE CLEANED OUT BY PUMPING. (00 NOT PUMP OR DISPOSE INTO ANY OTHER STREAM, STORM SEWER, OR SANITARY SEWER SYSTEM.) 22. RP RAP ROCK FOR EROSION PROTECTION SHALL BE OF SOUIIA QUARRY ROCK PLACED TO A MINIMUM DEPTH OF ONE (1) FOOT. ROCK AGGREGATE TO BE AS FOLLOWS: 1/2 RCH - 2 INCHES - 10 PERCENT - 40 PERCENT 2 IINCDiES - 4 INCHES - 20 PERCENT - 40 PERCENT 4 ANDES - 8 INCHES - 40 PERCENT - 70 PERCENT 21 TESTING OF ALL STORM SEWER PIPE TOIL BE AT THE OPTION Of THE CITY OF RAM A. 24. WHEN PLAIN ALUMNAE PIPE OR PIPE ARCH IS USED WHERE IT WILL BE IN CONTACT WITH CONCRETE OR CONCRETE PIPE. ALL ALUMINUM SURFACES N CONTACT WITH THE CONCRETE OR CONCRETE PIPE SHALL BE PAINTED WITH TWO COATS OF PAINT. THE ALUMINUM PIPE TO SE PAINTED SHALL BE CLEANED Will SOLVENT TO REMOVE CONTAIA WOES. AFTER CLEANING. THE PIPE SNAIL BE PAINTED WITH TWO COATS OF PAINT CONFORMING TO FEDERAL SPECFICATK I TT -P -645 (PRIM/ER. PALM. ZINC CFNOMATE, ALKYD VEHICLE:) a • 12" SD IN IE =122.50 �. 3' f 1 i • 7' MIN. DEPTH CB 12 12 SD IN (P 14) it,==...0 � C 4 ti tts RIM = 131.24 STANDARD FRAME AND SOLID LOCKING UD PER KCRS DRWGS 2 -022 AND 2 -023. • . 4 • • • 4 MAX WS EL =1273 V `_HANDHOLDS, STEPS OR LADDER PER KCRS DRWG 2 -011, T1lP. DEAD STORAGE WS EL =123.5 6 MIN. SED. STORAGE NOTES: 1. ALL METAL PARTS MUST BE CORROSION RESISTANT. STEEL PARTS MUST BE GALVANIZED AND ASPHALT COATED (TREATMENT I OR BETTER.) 2. PROVIDE WATER STOP AT ALL CAST -IN -PLACE CONSTRUCTION JOINTS. PRECAST VAULTS SHALL HAVE APPROVED RUBBER GASKET SYSTEM. 3. VAULTS s 10' WIDE MUST USE REMOVABLE UDS. 4. PREFABRICATED VAULT SECTIONS MAY REQUIRE STRUf_1URAL MODIFICATIONS TO SUPPORT 5')(10' OPENING OVER MAIN VAULT. 2' COMPACTED DEPTH CLASS '8' AC. PAVEMENT 4" COMPACTED DEPTH CRUSHED ROCK BASE COURSE (ALT. IS 3' ATB) PRIVATE ASPHALT PAVING SECTION NOT TO SCALE (PROVIDED IN GEOTECH REPORT) 3 o� LOCATED IN A PORTION OF THE NE 1/4 OF THE SE 1/4 OF SECTION 15, TOWNSHIP 23N, RANGE 4E, WILLAMET'T'E MERIDIAN, TUKWILA, WASHINGTON 1' TIP. . • • _ 42' 4. 4 MAX SEDIMENT STORAGE EL =122.0 VAULT BOTTOM EL. = 121.50 (ALONG WALLS). 120.13 (ALONG FLOWUNE) • SCALE: 1' = 2' 12" SUBGRADE COMPACTED TO 95!: (MODIFIED PROCTOR DENSITY) ., .-. DETENTION VAULT DETAIL - SECTION A -A RIM= 131.24 STANDARD FRAME AND SOLID LOCKING UD PER KCRS DR IYGS 2-022 AND 2 - 023. OFFSET FROM INLET PIPE SO HNIOHOLDS/tADDER CAN EXTEND TO FLOOR. sti K a - i DETENTION VAULT DETAIL - PLAN SCALE: Hoc. 1 = 5' TIP. FLOIk1JNE EL= 120.13 11 TYP. FLOOR AT BASE t OF WALL EL= 120.13 I 42' T)P. FLOOR AT BASE OF WALL EL= 120.13 DETAILS FLOOR GRATE OVER 4'x4' SUMP WITH 2'12' HINGED /CMS DOOR (1x1/4' 4' GALVAHITZELED METAL BARS) I • • NOT TO SCALE FLOW RESTRICTOR DEVICE. SEE DETAILS BELOW. FLOOR GRATE OVER SUMP 12" MIN 12" R,IN. DIAMETER (OR EQUNALENI) VENTILATION PIPES TO St RFACE IN ALL FOUR CORNERS OF VAULT FLOII RESTRICTOR DEVICE (SEE OEMS THIS SHEET) RIM =132.52 STANDARD FRAME AND SOLID _LOCKING UD PER KCRS = = -- = : DRWGS 2 -022 AND 2-023. E a I- G-I t1 Bo OM OF UD • I . EI. ATION = 128.5 12" SD OUT IE= 123.50 4' SQ. SUMP 4 2' TO 2" MIN 3' Sow • • 12" 4' LIVE STORAGE 0 4' TO SUMP BOTTOM - RISER 6' MAX. j REMOVABLE MATER -TIGHT COUPLING OF FLANGE PLATE WELDED TO ELBOW WITH ORIFICE AS SPECIFIED FLOW RESTRICTOR ELBOW DETAIL 12' SD OUT • I-- - -- 1 2" SD IN __ _ .. EL= 121.50 RAI =132.52 STANDARD FRAME MO SOLO LOCKING UD PER KCRS OR=S 2-022 AN 2-023. OFFSET FROM FLOW RESTRICTOR SO K HOWDS/IADOER CAN EXTEhe TO FLOOR GRATE 4 • = = = = • 7' MIN. DEPTH SCALE: Nor. 1" = 2' R1M= 131.24 STANDARD FRAME AND SOLID LOCKING UD PER KCRS DRWGS 2 -022 AND 2 -023. •• • MAX WS EL =127.5 V HANDHOLDS, STEPS OR LADDER PER KCRS DRWG 2-011. TYP. DEAD STORAGE WS EL =123.5 6' MIN. SEO. STORAGE PAVED ROAD SURFACE BOTTOM OF LID ELEVATION = 128.5 MAX WS EL= 127.5 PIPE SUPPORTS: 3"x0.090 ACE BOLTED OR IMBEDDED 2' IN WALL 0 MAX. 3' - 0' SPACING (MIN. ONE SUPPORT) NOT TO SCALE 4 .. CLEANOUT GATE: CAo*E SHEAR 11' r -� FLOW RESTRICTOR DEVICE (BEYOND). L .rr SEE DETAILS BELOW. 0.5 OEID STORAGE E= 123.5 V RESTRICTOR PLATE W/ORIFICE DIA= 0.55 IN. (SEE DETAIL THIS SHEET VAULT ACCESS LID •.A 5% EL. =120.13 L 7 MAX SEDIMENT STORAGE EL =122.0 0 �• • •I • .• • j"---- 4' SQ. SUMP I 1' (BEYOND) I I L DETENTION VAULT CROSS SECTION B -B FLOW RESTRICTOR RISER = =- =I 1- 3 Ci 3 ' t -� J � L RIM= 132.52 STANDARD FRAME AND SOLID LOCKING UD PER KCRS DRWGS 2 -022 AND 2 -023. 12' I • EL= 124.5 STANDPIPE 12" MIN. RESTRICTOR PLATE WITH ORIFICE DUI = 0.54 IN. • BOT 0M OF LID EL TION = 128.5 4' UVE STORAGE t2 " SD OUT - > X 4' TO SUMP BOTTOM REVIEWED FOR CODE COMPLIANCE APPROVED APR 2 7 2007 Qty Of Tukwila 8 ILDING DM I O N FIELD VERIFY LOGS' FOR ATTACHMENT !.: ;HEAR GATE HANDLE TO .. • OF VAULT CLEANOUT SNEAK HANDLE HANDLE TO BE Hl::: FROM LADDER FOR EASIER ACCESS VAULT BOTTOM (BEYOND D) EL= 1230 p. t 4 -DES 6- 13 -05 0 a U) O► 0 0 0 U) IW Q N N N 03 .- x c 0 0 I s 0 • N o I 0 O 0- x1 .. Y O I 0 • a • 0 < 0 '':=CE:`. EC +r r, ,,,%P m A -, - I -vf i:Eri c^ 0 z� u) a. L g z 0 c 1 I- z 5 01 ao Z tn � w CI C4 1-- e i i N N IC In I 0 01 an� LrA APR 2 4J 3 ? PERVICEIVER ,.s v N 0 u N n 0 0 n 0 = 0 • fro • f i q Fit si gg g4 1 Pil !, b i i :! 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AN CANADIAN REAL ES 1 A i '- . , P.C', PDX 3280 KENT, WASHINGTON 98032 (253) 854 -7002 • t•: • ry • 11• i r— . 5 i '' `a QI SI E 23 Vcer y , .% 1, V M /ta' AI/ :L W 5- A R 0 a 2 A 0 N I m m m ci) n 0 C1 z z m 0 z r Z 2 7/19/04 TES HPG HPG REVISED HOUSES PER ARCHITECT 1 o . 5/7/041 oate 13y Ckd. ( APP G REVISED PER CI'iY COMMENTS Ttla ER CONNECTION PLAN FOR KHAN 3-LOT DEVELOPMENT Revision • ea • a Job Number 11217 Sheet 5 T"sr, �� cr► �< 4/0 • 4 EN4 1N$ • 1TE ••• •.• . • • 18215 72ND AVENUE SOUTH KENT, WA 98032 (425)751 -6222 I L'• NJ SURVEYING, ENVIRONMENTAL SERVICES 0 Designed .. IR. Drown _ ____ KU •,.. Approved .•••10_ Date LQ/Z/Q Foie n \110001\ )1:17 \enQ0100►1n9 \11217 d2.dw9 Dote /Time: 07/19/2004 13;38 Same: t.10 tstephens Xreir z11217b•hol, Scale: Horizontal Vertical • ,• i ,—r w 0 0 16 14. • •. •• ..... .. ............. ..,, 1414 eie,. •. • . . • • km.s.1 0 t `6 • . EX• : ED„GE, :.OF PAVEMENT; , OF MACADAM RD S EX. 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Till iCRADtNG NOTES /CROSS SECTION FOR ;:t'►;-.N. 1.1 EV ELOFMCNT O z z O m n 0 cp cp m n 0 z Revision 4 SHEAR VIALL DESIGNATION - SEE SHEET 51.3 (CROSSHATCHING DENOTES EXTENT) HIP TRUSS PACKAGE HIP TRUSS PACKAGE TYP :1/4 rtP Si a•11•I+ a - -- I L / / - 1/ /?_ 1 777(71I f TAII I SCALE 1/4' : 1' -0' / SCALE 1/4' = / / / • �.0 1 ROOD FRAMING PLAN I MS 111•11111.■W - • 6 4 7 ? 5 , INIw■1111• -on- ::1t09 se -II4. oft-it. T NOTES: SECOND FLOOR FRAMING PLAN / / 4 b / - _ - _ - _ - d -- -- -- .:r r -- 7 41 - / - Z - Z l :r +-- - - r. -:4 I. ALL FRAMING TO BE APPROVED PRE- ENGINEERED ROOF TRUSSES AT 24" O.G. (1)14.0) 2. ALL HEADERS TO BE 4x10 DF #2 (U.N.0 ) 3, iet /A.V /14- tie fn( pL .Pw SHADING DENOTES 2x6 ® 24" O.G. OVERFRAMING l OMIT OVERHANG AT GIRDER TRUSS i '- "f(' L t _y • HIP TRU55 PACKAGE 41 HIP TRUSS PACKAGE HIP TRU55 PACKAGE M5$ ? /A5.2 �i � 11 415.i 6 S I 5 ki I. ALL FLOOR FRAMING TO BE II -7/8' TJI 360 lb" 0G. (l1N0) 2. ALL HEADERS TO BE 4x10 DF #2 (1114.0) 3, ., ('fA t -p,f 640 !_l L_!_!C%/r_ -/_ L— J L r r , " • SCALE 1/4' = 1' -0' SCALE 1/4' = 1'-0' Nt I3' -5' (Z)it6 E.f. -- 4i ' RUC o v lts . MAN- Dry Nos OIti4 IS (aL® } - I WINDOW HELL `. T / ! ' L_(Z i �•/ 1 31, 1 6 .144 , t *4- 1 17 0 6. 1 - fvf-loiro • I I I 1' 12 . M • FOUNDATION PLAN FIRST FLOOR FRAMING PLAN 41' -O" 3 '-2 3/4' 2' -3 I/2" 3' -4 I/2' yo.90.1 NELL fr4- o ft cam✓ as - arm= - sr umparruirEpri Tirttrisr DBLoj -4 TJI JOIST S4 sis I L r I DBL JOIST DBL JOIST I8' -8 I/4' T NOTES: l I I '!L 11/.5.2 -Silk PROVIDE SLEEPERS 1 ON c1 FLOOR JOISTS AT LIVING ROOM AND HALL jL IV45.2 I 143 sp I -Pe I. ALL FLOOR FRAMING TO BE II -7/8' TJI 3W 0 16' O.G. (11.14.0,) 2. ALL HEADERS TO BE 4xIO DF #2 (U.N.0) 3 got 64 e f 55uCt. CD O Q ED AObonvt0 f NOV -- 3 ?OUP city orrui- BUIt D IVISION WI- Da- 64 1r ULD FOR 1/4" PLF SLOPE AWAY FROM BUILDING LINE OF CANTILEVERED FLOOR ABOVE I� X (i7-/A52 (t)Pus 6415-i S _(2 RECENED PEARY • R CO B APR 2 4 X'!1 6625 E.. IgOth 5t. Suite 13-105 KEHr, WASHINGTON 88032 (425) 656 -0500 • FAX (425) 656 -0501 ror!1 = = chit, .com ■Pf.,7 # 7e sow' 1 Li l g 1 L : 2 .. W V ( z W CO 0 0) w ,. a IL j J a u. w F/5 J Z F .i EVNED OR E COMPLIANCE PPROVED APR 2 7 211CI ty Of Tukwila WING DMSION • f S T E E RONHO ARCHITECTS L C TOR JAN RONHOMDE STA Of WASHINGTON CM( OF NEVER/El) A O CT 0 8 ?804 P`w 17 CENTER Ar / 1 Pt AN Ad/ - DESCw . NATION PLAN FRAMING PLANS FRAMING PLAN 2002 ak. KU SHEET 140. A2.1 • TWO STORY L ; � 'f4 I iiO-i I I 4 C ON C RETE G ARAC E r I SLAB a l v = OD I �! , A I I Ev = -s,� • • b • MIM SLAB OVER b MIL VAPOR I' BARRIER OVER 4" I ( f 1 . l v� '' iti � CL. r. ... ...._ I I ' FREE- DRAINING MATERIAL - SLOPE I/8 PLF-7 36'x36'x12' THICKENED i 1 K�IXIL ; �' f N. I PLLS A1 N Jg mg; gl SLAB W/ 5114'SON 0866 AT POST GONP EGTION -SO, � , �- 64) COST —.. I i'1 zsz• g I } BUCK Our STEM WALL FOR I I 1 1 THICKENED SLAB ED6E - nOnel ' 2 FOO • . E I il 111 i II AT POST C.ONIECTION - _ 0",' qii‘ ' f TtN&S �'� °� 1 i-'l /r 0 I 1 .. i 4 SHEAR VIALL DESIGNATION - SEE SHEET 51.3 (CROSSHATCHING DENOTES EXTENT) HIP TRUSS PACKAGE HIP TRUSS PACKAGE TYP :1/4 rtP Si a•11•I+ a - -- I L / / - 1/ /?_ 1 777(71I f TAII I SCALE 1/4' : 1' -0' / SCALE 1/4' = / / / • �.0 1 ROOD FRAMING PLAN I MS 111•11111.■W - • 6 4 7 ? 5 , INIw■1111• -on- ::1t09 se -II4. oft-it. T NOTES: SECOND FLOOR FRAMING PLAN / / 4 b / - _ - _ - _ - d -- -- -- .:r r -- 7 41 - / - Z - Z l :r +-- - - r. -:4 I. ALL FRAMING TO BE APPROVED PRE- ENGINEERED ROOF TRUSSES AT 24" O.G. (1)14.0) 2. ALL HEADERS TO BE 4x10 DF #2 (U.N.0 ) 3, iet /A.V /14- tie fn( pL .Pw SHADING DENOTES 2x6 ® 24" O.G. OVERFRAMING l OMIT OVERHANG AT GIRDER TRUSS i '- "f(' L t _y • HIP TRU55 PACKAGE 41 HIP TRUSS PACKAGE HIP TRU55 PACKAGE M5$ ? /A5.2 �i � 11 415.i 6 S I 5 ki I. ALL FLOOR FRAMING TO BE II -7/8' TJI 360 lb" 0G. (l1N0) 2. ALL HEADERS TO BE 4x10 DF #2 (1114.0) 3, ., ('fA t -p,f 640 !_l L_!_!C%/r_ -/_ L— J L r r , " • SCALE 1/4' = 1' -0' SCALE 1/4' = 1'-0' Nt I3' -5' (Z)it6 E.f. -- 4i ' RUC o v lts . MAN- Dry Nos OIti4 IS (aL® } - I WINDOW HELL `. T / ! ' L_(Z i �•/ 1 31, 1 6 .144 , t *4- 1 17 0 6. 1 - fvf-loiro • I I I 1' 12 . M • FOUNDATION PLAN FIRST FLOOR FRAMING PLAN 41' -O" 3 '-2 3/4' 2' -3 I/2" 3' -4 I/2' yo.90.1 NELL fr4- o ft cam✓ as - arm= - sr umparruirEpri Tirttrisr DBLoj -4 TJI JOIST S4 sis I L r I DBL JOIST DBL JOIST I8' -8 I/4' T NOTES: l I I '!L 11/.5.2 -Silk PROVIDE SLEEPERS 1 ON c1 FLOOR JOISTS AT LIVING ROOM AND HALL jL IV45.2 I 143 sp I -Pe I. ALL FLOOR FRAMING TO BE II -7/8' TJI 3W 0 16' O.G. (11.14.0,) 2. ALL HEADERS TO BE 4xIO DF #2 (U.N.0) 3 got 64 e f 55uCt. CD O Q ED AObonvt0 f NOV -- 3 ?OUP city orrui- BUIt D IVISION WI- Da- 64 1r ULD FOR 1/4" PLF SLOPE AWAY FROM BUILDING LINE OF CANTILEVERED FLOOR ABOVE I� X (i7-/A52 (t)Pus 6415-i S _(2 RECENED PEARY • R CO B APR 2 4 X'!1 6625 E.. IgOth 5t. Suite 13-105 KEHr, WASHINGTON 88032 (425) 656 -0500 • FAX (425) 656 -0501 ror!1 = = chit, .com ■Pf.,7 # 7e sow' 1 Li l g 1 L : 2 .. W V ( z W CO 0 0) w ,. a IL j J a u. w F/5 J Z F .i EVNED OR E COMPLIANCE PPROVED APR 2 7 211CI ty Of Tukwila WING DMSION • f S T E E RONHO ARCHITECTS L C TOR JAN RONHOMDE STA Of WASHINGTON CM( OF NEVER/El) A O CT 0 8 ?804 P`w 17 CENTER Ar / 1 Pt AN Ad/ - DESCw . NATION PLAN FRAMING PLANS FRAMING PLAN 2002 ak. KU SHEET 140. A2.1 • TWO STORY FLOOR FRAMING NOTES ROOF FRAMING NOTES 1. ALL HEADERS INTERIOR HEADERS, SUPPORTED DF) UNLESS 2. PLACE TO TRUSS 3 . L TO BE A MINIMUM OF 4X8 /2 -HF FOR EXTERIOR AND UNLESS NOTED OTHERWISE ON THE PLANS. ALL BEAMS. AND GIRDER TRUSSES (0 BEARING WALLS) ARE TO BE BY (1) 2x6 BEARING STUD & (1) 2X6 JAMB STUD (/2 NOTED OTHERWISE. LONG DIRECTION OF ALL PLYWatoo SHEETS PERPENDICULAR OR JOIST DIRECTION. 4e4 1051. DENOTES THE SHEARWALL (S.W.) CONSTRUCTION PER THE COMPONENT TABLE. SHEARWALL CONSTRUCTION SHALL FOR THE ENTIRE WALL LINE FOR ''MUCH IT IS CALLED OUT I. ALL HEADERS TO INTERIOR UNLESS NOTED HEADERS, AND GIRDER SUPPORTED BY (I) 2x6 NOTED OTHERWISE. 2. ALL ROOF FRAMING SHADING INDICATES 3. PLACE LONG DIRECTION TRUSS OR RAFTER DIRECTION. . 4 Q DENOTES THE SHEARWALL COMPONENT OCCUR FOR THE ENTIRE AND 1S SHOWN HATCHED ALL EXTERIOR WALLS 5. GALLED OUT A5 OTHERWISE. 6. TRU55 AND RAFTER PLANS, IT 15 NOT GRAPHICALLY LOCATE OUT- THE CONTRACTOR MEMBERS AS NOTED FOR SHOP DRAWINGS 7. SEE THE ROOF PLAN AND VENT DETAIL. 8. ALL ROOF TRUSSES HANGERS AND ROOF TRLJS6 MANL FACTURER GARRY THE ROOF MEMBER. TYPICAL ROOF q. TYPICALLY ALIGN SHEARWALLS. WHERE MAN UFAG1URER SHALL TRUSS SHALL BE SHEATHED TO BOTTOM CHORD THE TRUSS 15 OVER. THE TRUSS MAPVFAGTURER CAPACITY GALLED O. GLULAM BEAMS ARE R= CAMBER. ALL GLU II. PROVIDE SIMPSON H2.5 PLATE. 12. P.E. TRUSS MFR TO TRUSSES AND WINDOW BOTTOM CHORDS - 13. ALL 2x ; BEAMS 14. ALL yf _ is cot j)-(*MS 15. ALL EXTERIOR WALLS lb. ALL INTERIOR BEARING Akfti iftlegOit AVIKIttostc BE A MINIMUM OF OTHERHI5E TRU55E5 (o BEARING STUD 15 P.E. TRU55E5 OVERFRAMING. 'S€i OF ALL PLYWOOD 5t $/A. AKWALL MTV TABLE. SHEARWALL WALL LINE 4)0 R2-HF FOR EXTERIOR AND ON THE PLANS. ALL BEAM5, BEARING WALLS) ARE TO BE 4 (I) 2X6 JAMB STUD UNLE55 AT 24" 9.C. - - Val- SHEETS PERPENDICULAR TO CONSTRUCTION PER THE CONSTRUCTION SHALL FOR WHICH IT 15 CALLED OUT ON THE PLANS. OF TYPE a UNLESS SCHEMATICALLY SHOIMI ON THE STRUCTURAL PLANS TO MEMBERS EXCEPT WHERE GALLED FOR SPACING FRAMING AND GENERATING MEMBER LAYOUT TAKEOFFS. REQUIREMENTS BY OTHERS. ALL SHALL BE BY OTHERS. THE CONNECTION HARDWARE TO LOAD TO THE LOAD CARRYING CHORD SHALL BE 2x6. AND RAFTERS OVER/WITH OVER SHEARWALLS THE TRUSS TRU% TO GARRY 250 PLF OR THE PLYWOOD (BLOCKED) FROM TOP SPACING FOR THE WALL WHICH ARE USED - A5 DRAG STRUTS THE TFyros WITH THE V( i .L. • UNLESS CALLED OUT AS 24F V4 TRUSS / RAFTER TO TOP TOLERANCE BETWEEN FRAME DIRECTLY INTO TRUSS SUPPLIER F. *2 D.f• V 0 16• O-G. Vfi Dc . GAg d 11.1as, (? 5.6.H.F. o 16" O.G. U.N.O. Zry S -6. t. F .e zceo.c. ow. SHEARWALL OCCUR AND IS 4. ALL EXTERIOR CALLED 5. TRUSS PLANS. GRAPHICALLY CALLED FRAMING MEMBER 6.. TYPICAL MANUFACTURERED SHALL FOR APPROVAL COORDINATED ALL MECAHNICAL FLOOR. 7. TYPICALLY TRUSSES 8., G.ULAM R s CAMBER. 9- WINDOW TRANSFER SIDES SHOWN HATCHED ON THE PLANS. WALLS ARE SHEARWALLS OF TYPE DA UNLESS OUT AS OTHERWISE. AND JOIST LOCATIONS ARE SCHEMATICALLY SHOWN ON THE IT IS NOT THE INTENT OF THE STRUCTURAL PLANS TO LOCATE AU. FRAMING MEMBERS EXCEPT WHERE OUT. THE CONTRACTOR IS RESPONSIBLE FOR SPACING MEMBERS AS NOTED ON THE PLANS AND GENERATING LAYOUT FOR SHOP DRAWINGS AND OUANIITY TAKEOFFS. FLOOR TRUSSES SHALL BE TJI TRUSSES AS BY TRUS MST MACMLUAN. MANUFACTURER SUBMIT SHOP DRAWINGS OF ALL TRUSS LAYOUTS / DESIGNS PRIOR TO FABRICATION. TRUSS LAYOUT SHALL BE WITH MECHANICAL CONTRACTOR / ARCHITECT FOR AND ELECTRICAL PENETRATIONS THROUGH THE PROVIDE BLOCKING (ON EDGE) OR ALIGN JOIST OR BELOW WALLS ABOVE. s 54�/ $t BEAMS ARC TYPICALLY IUNCAMBERED ULESS CALLED OUT AS SUPPLIER TO VERIFY THAT WINDOW AND WINDOW FRAMES WIND LOADS EVENLY TO STRUCTURAL FRAMING ON ALL 4 OF WINDOW ' r.�,�,n►Ii ARE �L5 LOCATIONS ARE THE INTENT OF THE ALL FRAMING 15 RESPONSIBLE ON THE PLANS AND QUANTITY FOR ROOF VENTILATION ARE TO BE ENGINEERED TRUSS OVERFRAMING SHALL PROVIDE DEAD AND LIVE TRUSS TOP ROOF TRUSSES 'TRUSSES ALIGN PROVIDE THE WITH I/2' WITH THE FASTENER WHERE TRUSSES SHALL PROVED OUT ON THE PLANS. TYPIGAL UNGAMBERED -LAMS ARE GRADE HURICANE ANCHORS, VERIFY DEFLECTION WHERE WINDOWS VERIFY PER WINDOW /JOISTS ARE R211 McArrea A ARE 2x6 5.6.H.F. WALLS ARE .2X by 1 & FOUNDATION NOTES I . A59/ ED LICENSED Al A56 6) AT REST C) 501UGOtNG. 0) PASSIVE 2. TYPICAL OR FOOTING. ARCHTEGT. ELEVATIONS 3. PROVIDE 4. 51B' CONCRETE 5. TYPICAL REFER b. EXTEND ALL BEAWNG T. TYPICALLY 8. TYPICAL OVERNSE PLACE ACE IO.FLOOR PER ARCH m PIGAI) AND/OR CONTROL ARCHITECT. II. ALL TIICIIED - GO.mMI0U5 iiV; 5015 PROPERTIES ARE SHOYI BELOW AD MUST BE VERIFIED BY A 5011.5 ENGINEER. = 20‘01:5F EFP = 35 IF (Ds -Aw ) FRICTION = O.[{o W/ FS 15 INCLUDED = 3% PCF DIMEI6ION5 ARE TO FACE OF WALL. OR TO CENTERLINE OF COMM VERIFY ALL DIMENSIONS AND ELEVATIONS 111TH TIE AREAS SHADED ON TIE PLANS INDICATE FLOOR AREAS *ERE CHANCE. FOOTING SUBSTRATE PREPARATION PER THE SOILS REPORT. FO011N65 AA5 SITE � ` TYPICAL DETAILS 1. la 5.1 ISOLATED F00711165 SHALL BE CONSTRUCTED PER DETAIL. TO TABLE FOR RED OIRFD IDIMENS101/6 / REINFORCEMI NT. ALL CONTRA/GUS CONTRA/GUS FOOTINGS AT END WN15 I'-O' MINIMUM BMW) ,3V eilli WALLS AND 51EARWN.LS (iYPIGAi. }. MATCH FOOTING GUMS NTH WALL DOWNS MISS NOTED O 0 LD O W N TABLE I TYPE KSTily ANCHOR DIAMETER ANCHOR E143EDMENT DRILL DIAMETER BOUNDARY ELEMENT 3 = . WA WA WI 3' �. NA J (Oa I ' (Wall. 'Eg 3 333= 72)x6 STUDS (2)4x6 STUDS 4th POST (1 ZA,: tie, 5 2) AG; Sit- PS POST Z MLIT6O S (2 ' WA LL REINFORCEMENT SHALL BE 44 AT OL. EACH WAY if MESS NONliv�lT y t ALL TIL PER E TYPICAL DETAILS. SLABS - 4' CONIC. SLAB ON GRADE OVER 2' WAAI? SAM (OR / OPIPER) OVBR 6 MIL VAPOR BARRIER OVER 6' WASTED GRAVEL W we 6X6 - past x paq • cam_ LBE. SEE m tA1E. tows RECOMHDDATION5 Pet 6EOTEC,TMGAL B PROVIDE /CONSTRUCTION WRITS F9R DETAIL. 45- AT THE DIRECTION OF TIE STAIRS ON 6RADE SHALL BE CONSTRUCTED PER DETAIL. EDGE SLABS SHALL BE 8' AIDE x 8' DEEP W/ (U- $4 BAR (3' FROM BOTTOM) ASS NOTED OTiERNSE. SE DETAIL.. 0154. „+- s 1 {W 1Lp i4WJ/ J U SWAP HOI E Pk.- MAY BE INSTAU.ED OVER SHEATHING OR DNEGTLY TO BOLNDARY MEMO `ATE SHEATHING. T70 NOT INSTALL STRAP NOLDOWNS UNDER SHEATHING: 21 IICIPCIAIANCEC95 MAY BE CAST W PLACE OR DRILLED IN P0114 TIE EMMERT FER Tk_v E. FOR DRILL DIAMETER PER TAKE, SPECIAL INSPECTION 15 FOR ttAGEMlI7TT OF DILL W moats. FOR CAST TN PLACE APPLICATION USE STANDARD NH AND Ii8S ER AT BOTTOM OF ANCHOR. 3) NAIL. SEAMY PIER STEARMALL %TEDU.E TO TIE Bc vAQY MEMBER PER . TIE TABLE. 4) IIOLD01,I6 SHALL EE INSTALLED WITH FASIE?ERS P R THE MAILFACTURER TO ACHIEVE THE MAXIMA TA LI ATEfD LOAD. 5) 53 V /.AS,A Az Ito Pm 0_ 9irt, z/45•7. rop., Hpg A. SHEARWALL COMPONENT TABLE MARK N Got FOIENTS I!2' AD FL TO GONG. SPA N& ON) U.14 C P - MAIL PL NADAS WAGING (N) 511'550N A35 GLP ANGLE SPAGRI6 (*11 A 15137 FWD OR 05B, BLOCKED, W/ 8d NAILS • 6' OL. • PANEL EDGES AM • 12' 0.C. O FIELD 38.OL. - b' GAG. 24" GAG. 4 ' 151/32' PAD OR 058, BLOCKED, W 8d NAILS • 4" 0L. • PANEL EV6E5 AND o 12' 0.C. • FWLP u i"1 POL. 4" 0.G. 10 OL. A $5/32' PHD OR OSB, BLOCKED, W 8d NAILS • 3' OL. 0 PANEL EDGES AID o IT OL. • FAD SEE NOTE 2. 8 ZO 0.G. 3" 0.G. 12" 0.G. A 151/32' PTV OR OSB. BLOCKED, W 8d NAILS O T OL. o PANEL EV6E5 AMD 0 12' GAG. • F18.17. SEE MOTE 2. O0.G. 25' OL. 5TA661 D, 9 " OL. n E 32. PYV OR OSB, EACH SVE, BLOCKED, Wed 0 2' 0L. 0 PANEL EDGES AND I2' O. • FELD. SEE NOTE 2. or OL: (2) _ ROWS • f " OL_ 5TA66ERED, T OL. _ - TYPICAL L ULESS onees5E IVIED II TABLE, ALL MUM 9441 CC FGN44 TO Pm UHG TALE 23 moms 2. 115E 7x7x3i,' PLATE KA61625 AT ALL AuMGNOR HOLM ANCHOR BOLTS SMALL NO? DE DAPPED INTO RATES 3. OJ ' P PRE TO BE 25' DI L@IGTNL 4P 4P-NVIIES AIQE TO DE RIVET'! CF WIN L1316TIL NAILS SIWI. BE INSTALLED SO AS TO tiOT SPLIT TIE TIMBER FRAHM 4. 5/4 A35 ay AN LIES SHILL BE INSTALLED MIT TIE AFFRO RJME FASTENERS FER THE MMUFACILRERS SFECFKGATTONS 5. 3x STUDS ARE REGUIRIP AT AAA.: PANG EDGES FOR ! LL TYPES GP S E. 6. 5HEARMALL (Alan FBt DE TABLE SHALL APPLY FOR TIE FILL L646411 OF THE 9EMITYLLS NOTED ON ME FLAK 3 83 i4 5.61t, (4 8LIM'4 i et 1 RAM'S 61W bi (Aµ "d x She -mss r a • • 01/010 .fi r - •_r..� ..�...... • • STRUCTURAL AND GENERAL NOTES: 1) DESIGN CRITERIA: A) CRITERIA: ALL WITERW.S, WORKMANSHI DESIGN ANO CONSTRUCTION SHALL CONFORM TO THE DRAWINGS, SPECIFICATIONS AND g Z . SNOW o NG Coot � �. LOAD 25 PSF C) LATERAL FLOOR LOOADS LOAD 20 PSF WAND: �5 M PH. EXPOSURE B 2) OTECHNCAL A) GE FOUNDATION: I : ASSUMED SOIL BEARING PRESSURE LATERAL EARTH PRESSURE. RESTRAINED: LATERAL EARTH PRESSURE. UNRESTRAINED: PASSIVE 8) CONSTRUCTION: CONCRETE COVER FOR REINFORCING STEEL SHALL BE PROVIDED AS UNFORMED SURFACES IN CON= WITH FORMED SURFACES EXPOSED TO EARTH 16 BARS AND MGM /5 BARS AND SMALLER: SLABS OR WALLS NOT EXPOSED TO EARTH OR WEATHER: SLABS AND WALLS: COLUMNS AND BEMIS: C) CHANGES: 2X JOISTS: BEAUS AND STRINGERS: POSTS AND TIMBERS: STUDS. PLATES. & MISC LIGHT NR WIG: BOLTED STUDS AND LEDGERS: TOP CHORD LIVE LOAD TOP CHORD DEAD LOAD BOTTOM CHORD DEAD LOAD 5 PSF TOP CHORD WIND UPLIFT 2500 PSF 50 PSF PSF F (W/ FS 1.5 INCLUDED) 350 Pe BACK FILL BEHIND ALL RETAINING WALLS TO BE FREE DRAINING GRANULAR FILL WITH SUW;JRFACE DRAINAGE AS NOTED IN THE SOILS REPORT.' 3) CONCRETE: A) CONCRETE MIX: UNLESS OTHERWISE NOTED, CONCRETE SHALL ATTAIN A 28 DAY COMPRESSIVE STRENGTH CF 2500 PSI. MIX SHALL CONTAIN NOT LESS THAN 5 SACKS OF CEMENT PER CUBIC YARD AND SHALL BE PROPORTIONED TO PRODUCE A SLUMP OF S OR LESS. ALL CONCRETE WITH SURFACES EXPOSED TO STANDING WATER SHALL BE MR- ENTRAINED WITH AN MR-ENTRAINING AGENT CONFORMING TO UBC STANDARDS. TOTAL AIR CONTENT SHALL BE W ACCORDANCE WITH TABLE 19 -A -1 OF THE UDC. B) CONCRETE PLACEMENT: CONCRETE SHALL BE CONVEYED AND PLACED IN ACCORDANCE Win! UDC SECTION 1905 IND ACl 301. C) REINFORCING STEEL: UNLESS OTHERWISE NOTED. REINFORCING STEEL SHALL CONFORM TO ASTM A615. GRADE O. WELDED WIRE FABRIC (Wf4F) SHALL CONFORM TO ASTM A185. BARS SHALL NOT BE FIELD BENT UNLESS SO DETAILED OR APPROVED BY THE STRUCTURAL ENGINEER. 4) TIMBER: A) FRAMING LUMBER: FRAMING LUMBER SHALL BE KILN DIED. OR MC -1S. AND GRADED AND MARKED IN ACCORDANCE TAME WWPA STANDARD GRADING RULES FOR WEST COAST LUMBER. LATEST EDITION. FURNISH TO THE FOLLOKWI.G MINION STANDARDS: 25 PSF 10 PSF FOLLOWS: EARTH: OR WEATHER: 2 1 % 3' 1 %• 20 PSI AT PERIMETER HEM -FIR /2 DOUG FIR 11 HEM -FIR /1 DOUG FIR OR HEM -FIR STANDARD GRADE DOUG FIR STArtDAI+O GRADE ALL WOOD IN DIRECT CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESSURE TREATED. ALL DECK FRAMING LUMBER SHALL BE TREATED. LUMBER INCLUDING PLYWOOD SHEATHING USED. FOR DECKS %MTH 1:E7ATED WING SPACE BELOW SHALL BE TREATED. ��I „ FOR ENGINEERED LUMBER PRODUCTS SHALL BE AS NOTED ON THE DRAWINGS. ALTERNATE : yti'UFAG'TIUR AlC @MIA NCE SUBJECT TO REVIEW AND APPROVAL BY THE OWNER AND THE STRUCTURAL. DICKER. I /1DPRT'N./F1.) B) ROOF TRUSSES: City Of BUILDING Tukwila DIVISION SUBMIT SHOP DRAWINGS AND DESIGN CALCULATIONS TO THE OWNER MID ARCIRTECT FOR REVIEW PRIOR TO FABRICATION. SUBMITTED DOCUMENTS SHALL BEAR THE STAMP AND SIGNATURE OF A PROFESSON .sL ENGINEER UCENSED TO PRACTICE IN THE STATE OF WASHINGTON. C) FRAMING HARDWARE: ALL CONNECTION HARDWARE SHALL BE BY SIMPSON STRONG TIE. AS NOTED ON TI-_ ( ALTERNATE HARDWARE MAY BE SUBSTITUTED PROVADED THEY HAVE ICBO APPROVAL FOR EQUAL OR GREATE3 : • ?ACHRES FOR THE GNEN APPLICATION. MINIMUM NAILING SHALL CONFORM TO TABLE 23-1 -0 OF THE (Dec. UNLESS NOTED G1iIERW ISE. WAS SHALL PROVIDE WASHERS UNDER THE HEADS AND NUTS OF ALL BOLTS AND LAG SCREWS GEARING ON WOOD. D) STRUCTURAL SHEATHING: PLYWOOD SHALL BE APA RATED COX IN ACCORDANCE %VIIH THE FOLLOW/SG MNIYJ :4S: ROOF SHEATHING: 1/2' WITH PANEL INDEX 24 /o FLOOR SHEATHING: 3/4' T do C WIIH PANEL INDEX 40/20 WALL SHEATHING: 1/Y WITH PANEL INDEX 24/0 E) FRAMING: ALL STUD WALLS SHOWN AND NOT OTHERWISE NOTED SHALL BE 2X4 STUDS 0 16 OC. TWO FULL HEIGHT MINIMUM SHALL BE PROVIDED AT THE ENDS OF ALL WALLS AND AT EACH SIDE Cr CPENINGGS. UNLESS 0 5) GENERAL A) COORDINATION: B) SHOP DRAWINGS: SHOP DRAWINGS FOR THINE FOLLOWING SHALL BE SUBMITTED TO TIE OWNER AND ARCHITECT FOR REVIEW PRIOR TO FABRICATION: RENFORCNG STEEL FOR CONCRETE AND MASONRY STRUCTURAL STEM GEM LAMENTED MEMBERS WOOD ROOF TRUSSES PLYWOOD WEB JOISTS 1 e S NOV • 3 7004 7• ED FO CODE COMP APPROVE APR 2 7 21181 City Of Tukwi ILDIN DID CE ON CONTRACTOR HINTED MANGES SHALL BE SLIMMED TO THE OYHTRR FOR APPRO AIL PRIOR TO FABRICATION OR CONSTRUCTION FOR APPROVAL. CHANGES SIIDIIN ON THE SHOP DRAWS 0.4:( t . HOT SATISFY TARS REOUREIJENT. 0) ERECTION: HE CONTRACTOR SHILL PRIME TEMPORARY BRACING FOR THE STRUCTURE MO S'• `-row& OONFONQN1S UMa< ALL FINAL C 'RECTIONS HAVE BEEN COMPLETED N ACCORDANCE ITTH THE PL1A•: THE CONTRACTOR SWILL BE RESPONSIBLE FOR ALL SAFETY PRECAUTIONS AND TrE I ETi+OOS, T EOesOUES. SEQUENCES OR PROCEDURE'S REQUIRED TO PERFOH81 THE WORK. E) INSPECTION: THE FOUOWNG SHALL BE SUPERVISED IN ACCORDANCE WITH SEC:hON 306 OF Tee viIC MO THE PRCIJECT BY A CAMLNIED TESTNG AGEWCf OESG IMEO BY THE ARCHITECT: CONCRETE RETAWNG WALL MD RETA ANG TUILL FOOTIIIG WWAIAq NRIF caNsTRUCTION STRUCTLI AL STEEL ERECTION CaPANSaOM BOLT NO EPDXY G UT INSTALLATIONS THE ODNETRr A c1i1Ea MD 1I MOMMG WARMEST SIPU. BE FtM494ED 1TMDI CON S Of ALL INSPECTION REPORTS NA TEST RESULTS. • RECEIVED CIIYOFTIJKWILA APR 2 4 NI ? PERMITC9ITER 6625 S. IclOth 5t. Suite 13-105 KENT, WASHINGTON 88032 (425) 06-0500 • FAX (425) 656-0501 I"U: chov • - • GhIteGtt.Gom 4 7 6 5 3 2 NO. u z w w U � a G Wok MIL 4 T ribb T H E RONHOVDE ARCHITECTS L L C 4344 p ,w, , TOR - RONMIOMDE STATE ' WASHINGTON / 2c"11. 5FEE7 : .. ..T51 ST .. (URAL & GENERAL NC : FRAMING & FC ' iATION NOTES S( )ULES & TABLES .NOB : _ . 2002071: DRA Y. KU G, of . T.R DATE_ 1120104 9T NO. G1YOF OCT (1 8 2 PERMIT A2.2 OS TWO STORY immememmoso A 1050 SLIDER 1 RIGHT SIDE ELEVATION SCALE V4' = = rte t + • LE T SIDE ELEVATION • VOL Gsto a 11 WINDOW WELL PROVIDE DRAIN 0 9 4 PLATE LINE PLATE LINE 2ND F.F. PLATE LII4E 1ST F.F. PLATE LR4E FF. AT -- - FAMILY ROOM r- ° ° o e � GAR SLAB (It 11 PONT) • 4040 SCALE 114' = r-o' 5 5• GALE 114' = r-o 606 SGD (SAFETY) SLIDER REAR ELEVATION 9 1111 1111 D OI dB 0 FRONT ELEVATION • 1 1 1 vmmer 4040 SLIDER 12 b (TYPICAL) El 0 Jr 0 pol-u. !Lig C D£E COMPLIANCE FOR P CIqNCE A f , b NOV - 3 200,E ROOFING BY OVER GUTTER AND DOWNSPOUT SIDING PER OPRER WINDOW TRIM PER COVER VINYL WINDOW - TYPIGAL 2x10 CEDAR TRIM BAND PLANTER 6ARA6E POOR TRIM PER OAR alYOFTUKWI ? 2 O PT C�TE 2x10 CEDAR TRIM BAND FETAL GARAGE DOOR • 1 66: 5. IqOth 5t. Salta B-105 i . _ . "NT, IIA5HIN6TON '8032 (425) E•' - 0507 N FAX (425) 65b -0501 . -nhovdearchitects.corn q 8 1 b 5 4 2 1 u o Ip �c C � P R OVED aPR la of Tu � ION ? %: C I p� HO. ANTE SHEET C =a13t EXT "R! J0131 NC DRAM _'s CHECK: Or. DATE. 1 .14 - RECEIVED CITY OF TUIGVIIA OCT 0 8 2004 PERMIT CE TER .. ELEVATIONS i NO. A3.1 • porJ1 f kRCH1TECTS .. F l i 25 S. IgOth I :i, 656 -O :00 ror; wdecr .6 . 1 ': 4-1AX ) — I I ) s ) L 00 r NM E.WE VO "per , poV QR 21 20 itY O t Tukwila _si J -HOVDE L 5t. PASiiINOTON • chi= _ C suite 8-105 88032 PM (425) 656-0501 = . corn r OF WASHINGTON E z M LLI CO Q W Cs) z W o (0 D ...J a » u1 1 : Cr 0 I— 0 0 CE N CO a W w > 4 J 2 "CC le . W I"' z ._. cmr A OCT 0 8 2004 P E 'INTER 4 , .. . --- . • PATE R PTIOI4 t : oNi9�T'S. diN Q SECTIONS . , .0 2002.ijk 8Y. KTI 12 Bre T.R SEM HO. A 9 c• i PLATE LINE 2ND F.P. PLATE LINE 1ST FF. CONCRETE RETAINING WALL HUH WATERPROOFING. BAGKFILL PER 50ILS ENGINEER'S RECOMMENDATIONS F.F. AT FAMILY ROOM Q GAR. SLAB 0.1644 POINT) 4' CONCRETE SLAB OVER b ILL VAPOR BARRIER OVER 4' FREE- DRANING MATERIAL ROOFING PER OWNER OVER I /2" APA RATED ' EPXOSURE I' SCATHING ON APPROVED PRE - ENGINEERED ROOF TRU55E5 AT 24' O.G. NI 5/8" GNB AT CEILING FOOTING DRAIN PER SOILS ENGINEERS FT:COMKENDATIONS-0 • FOOTING DRAIN PER SOILS 1346I RECON AT1O: 5 • • • MatTfl EEDRQ01 UPPER PLATE LINE PLATE Liter O FAMILY ROOM / DINING 1 BUILDING SECTION B -B • 3/4' APA RATED 'EXPOSURE I` SWATHING OVER APPROVED PRE - ENGINEERED WOOD I- JOISTS W/ 1/2` 013 AT CEILING - TYPICAL PROVIDE 5/8' TYPE `X' MB ON GARAGE CEILING (1BG SEC 302.4, EXC. 3) PROVIDE R -30 BAIT INSULATION IN FLOORS OVER GARGGE WOOD BRACKET SEE DETAIL 4 /A14.I FOR TREAD, RISER 4 STRINGER IS' 11I611 PLATFORM FOR MS MAN AI) • BUILDING SECTION VP H 12 • (TYPICAL) I REVIEWED ---_ I ODE COMPLIANCE i AboROVEI) r I NOV 3 2004 I � I BUILDING Of Tukwila DING b N PLAT_ LINE 2NV .F PLC`. LitE FF. AT FAMILY ROOM GAR. SLAB Ofi6u PONT) tszl '5 vzo i RECEIVED CIT/OFTUKWILA APR 2 4 26O1 PTCUITER • f • • • • c • ao 8"min.- 12"mox. FIG. 1 INSTALL FLASHING PAPER: SILL PIECE 'A' FIRST. ATTACH AT EDGE OF OPENING ONLY. FIG. 2 INSTALL SILL FLASK .0 PIECE 18'; EXTEND 5(1 FLASHING UP JAMB 4' MIN. MATERIALS: FLASHING PAPER AND WEATHER BARRIER PAPER: PER UBC STANDARD 14 -1. AND FEDERAL SPECIFICATION UU- B -90o. VAPOR BARRIER COATED AND REINFORCED. SEE SPECIFICATIONS FOR GRADE. SILL FLASHING AND BUTTERFLY: 25 Mt BIIUTHENE (WCOR PLUS) GRIP FLASHING: PER SPECIFICATIONS � WEATHERPROOFED OPENING \ SCALE: 1/2" =.ra • 2X4 TOP RAIL sTlrrcNER- 2'X2'3/16" L"5 LAG BOLT INTO STRINGERS. SEE 3/A16 SCALE 1' s 1' WATERPROOF MEMBRANE OVER 3/4' T 1 G. APA RATED 'EXTERIOR SHEATHING -- GUARDRAIL/HANDRAIL SEE DETAIL Iel /A5J SIMPSON U26 JOiST 9IM1P50/4 U4T0 RANGER NOTCH HORSE 1 • PRECAST RER, COM. TREAD (CONC. t STrD. ST'STEm MC OR APPROVED [ANAL) ON 2x2x3116° CUPS Pi' ( 2 ) - 318')0' DOLTS 2470 CONC. TREAD I ( 2 ) 3/b'xY LAG SGRDIS i TO STRINGER (Tre5CAL) — SCALE I' * I 4X4 POST (LOCATION PER STAIR SECTION) TOP GOHU+EGTIOH • (4) 8 GA. SGFzEMS W/ MIN. I I/2° EMETDMENT IN POST. 2X2 PICKETS. TYPICAL AT 51/4' O.G. CONCRETE TREADS SEE Tab OUARDRAILIHAND WAIL 1 LANDING AT STAIRS FASTEN TOP 1 BOTTOM OF EACH PICKET. 4X4 POST - BOTTOM CONNECTION (2) 5/&',b TM) BOLTS W/ 13/4',b WAERR BOTH SIDES 4X12 STRINGER ( EACH SIDE ) 1 314' 45 GHANFER 4)02 STRI • FIG. 3 INSTALL 4 WIDE BUTTERFLY FLASHING PIECE 'C" AT LOWER CORNERS OF OPENING; FLASHING SHOULD BE STARTED AT THE INTERIOR SURFACE OF THE OPENING. OVER THE SILL FLASHING. THEN FOLDED OVER THE EXTERIOR SURFACES OF THE SILL fLASHING AND PRESSED INTO PLACE i i� i 1 i i GUARDRAIL AT RETAINING WALL PAINTED 57EE. 6UARDRAIL - 1 -V2' DIA VERTICALS a 6 OI. INTO 8' LOAD'& PIPE SLEEVE vem EPDXY 6ROUT - 1 -1/2 DMA HORIZONTALS AT 5318' OL. MAX (A 4' SPHERE CAM?T PASS FTI85H 6RADE RETAINING WALL - SEE STRUCTURAL AL SCALE. I -112' = P-0' ITO'IE. STAIRS THAT SERVE ON I NDIVIDUAL MIT AND HAVE LES6 1W14 4 RISERS DO NOT REGUIRE HANDRAILS • e • SCALE, 17 = r-o• 6' min. FIG. 4 INSTALL FLASHING PAPER PECE b' AT JAMBS. ATTACH AT EDGE OF OPENING ONLY; APPLY A BEAD OF SEAL NT WITHIN 1/2' OF OPENING • k i v CONS. E CAST'ON'GRADE • FIG. 5 SET WINDOW NAILING FLANGE INTO SEALANT AND FASTEN TO STRUCTURE 1•1A'8' MG. TREAD ($1tRDI- 010O0) OR EQUAL 1/2- M X RADIUS Po • • • SCALE • 1 -V2' -1'-O' 2185-1.D-1 0 INSTALL DRa° • ACROSS 10 : PAPER 'f' . FIASHIN';. A.. BARRIER P. : FINISH MATE. FASHION. Pg PIECE. PIECL 'F' BY AT E O H g LEDGER DETAI! t TREAD (T) EXIST. r4 = ; )4 ALL FLOGS' F. PER PLAN w FIG. 6 •ASHWG PIECE (NOT SHOWN) FRAME. APPLY FUSING - :EN). OVERLAPPING DRIP :M8 PIECES. WEATHER ?. APPLEO WITH EXTERIOR . IS APPLIED SHINGLE 'F' UNDERLAYS THE SQL SHOULD OVER 1AP PIECE • • 2', .; CODE COMPLIANCE REVIEWED O APPROVED NOV - 3 2004 C' OFkw ' ' INTERIOR STAIR ;. .' • DOLT EA. MALI. STUD -raw MN / EOM ` rte 2 112' APA RATED 'EGOSIJRE r 51 Ali a 2x/2 SIMMER W 2x4 WISED • 24' O.G. WE 0) MX PER RLTV _ AAA- rr Imo �M DE APPROVED gR' '72441 MY Of Tukwila ION DIVISION i G- RONHOVDE ARCHITECTS L I_ C - 25 '. 140th St. Suite 13-I05 WASHINE'TON 48032 ` ii -0500 • FAX (425) 656 -0501 -c i :hovdearGhlte &. .GOm -.LAN RONMOYDE STATE OF WASHINGTON >1S ac 0 0 DESCRIPTION DETAILS w 0 Z w 0 a w >. J J aY w in5 J C'3 Z RECEIVED C TY OF 71./KWRA OCT 0 8 20 PERMIT CENTER RECEIVED CRYOFTUKWILA APR 2 4 7G( PER .4iTGE! T ER SHEET NO. A4.1 t - c w 2 w w sue• ...... a � � J M a � o C T — 0 8 2004 • s ! 47 1 j /cAlk.) Re : ... DESCRIPTION 'ii-5s :`AURAL DETAILS RECEVED CTIYOFTHKWk \ APR 2 4 ii-( Pffill1TC84TER — _ i z 0 Pi SHEET NO A5.1 4 p� NENING WALL • 7. ... �MOM". — . ..... • • • ASPHALT PAVING 4 BAR CONT. • Ca•T1R OF KEY SOL DEARM ACTIVE ?WO rAx1►1: a uO 604. 1IheT - REp.F. 4.10' '.G. .� •s• s - ?TO TOE s OR GONPA ;T THIS Mar. ▪ DMA. PEW. FIFE W 6• • STRIP OF FELT - DRAIN PER CIVIL FT6. •4. 10' 0.C. D 1 4 • • O� FOOTING) • 0.4 • 2S IC51 KM • •o u LINT OCCURS TYP.OARAGE FOOTING SCALE : 1-112• • r-e- 3fc -6t -2 511:91 r 2X WALL • • 2jt TRE�,DED L 1O' • \ • 4b' • 0L O_ f1AA 80LT • < tN a t d SLAB 14'4 Le'i* * . 0) 13-"..R5 I aTc -Ia(-3 ` • J ��-- 51EM HALL —1' r FOOTING T 1GKIZ55 STEPPED 4 FOOTING E! V• •X/v • !#4 • s s GARAGE DOOR ."" 11ETO D EXP. ICN J0243 DRSVE.AT • w 4 w £ f G WAX : ! -:,• • 1'-o• ac- TSGd -i 4'—O' MIN. 4 X X •4CONT. G 6- 4 ly �n4 ;UAW Al (.) 2x For 1/1195 �f�? IA& latt flWe lag w2 rued n T' ' W) DS (YICA�- � Cbt�fR- octs,�1 `"' /{_t�+�r,�.r�5 (A3,) 1 4 /1E' ;'C' -�L 5t,.l %' 'f tz p Th• I FOOTIN5 • • X55 FIRM (t • 11RSED GAR:e.€ DOOR 1YP;G:L 51.18 /—CONSTRICTION SEE PLAN f TYP. GARAGE FOOTING 9 THK. SLAB at GARA DOOR •g 1.ra,, fr6 oft, 1- D —4 X 4 4 4 4 4 SCALE : 1 -V2' • r -®" 2/t•PFC -1 a 7w fox - aL 1) 44 00 • ° risT' ( to. HOLD DOW1 i tali }�D 1'14 gar goo if. gor a�►f.. d v X 4 4 fr 1AL LNG) 4 4 • 4 d Q 4 4 l POST 5/8'• ROLE W EPDXY GUT See Plan For Size 4 Reinforcing 6 POST /FOOTING CONNECTION a s �. v • �� 4 � }eo`'� - rw24-E 4 d Q CO4 z s k o x a , • E : f -6 • " 2' :„E€ LATER& FLAW • 4 4 RI COI ft*, N p _J 3 2 ,9 VIEWED FOR E COMPLIANCE 140V 311104 ;'v I�R- WlkK D4\flN6 r SCALE : I/4• • 1 aty Of Tukwila , • `' BUILDING VISION. o�.11aL SCALE f 1!2• s 1•-O'" S iEAa Ts3LE FOR 3x ' .iZI R@�1T 4D4 P : fJ i 4,7 •c CONDI ONT O KFI • I C ONS A T LL SO O ILLS I � t FREE DRAINING •4 • 0.G. t1ORIZ. � i 1 11% PoTHL6 • 1115t/NA FA MO 6)/4/C gtvitiviAA mu, rugv eP�u mom.) w u�. lt3kti BAGKFILL PRIOR TO PLAGIt:G FLOOR SYSTEM S a4 • IT O.G. HORIZ. IS • W O.G. RU. HT. l5 x •c TO KFILLI! 6 OR s4 x J i • 24' O.G. Cl) 84 HORIZ. -- (5)10e {z-) DoT RETAINING BASEMENT WALL sa� 6 ,( / '•/,K Viza toce • &,_— I " '"v D�wt ,Itcriu ) (s)* '&o'. y r0 6 21,0 RETAINING GARAE WALL - ft O VW. i15 A/a6[ft.D i t- GHQR PL4IN g _iIT PPR 4 — PER 5 I NAILING t • aab x J • 'OG (2)4CONT. _ '--C TYPICAL FOUPDATION WALL 9 E i C bb_ 5 5. 1.10th St. Suite 13-105 KENT, r . N5i1INGTON 88032 (425) 06-050c _ FAX (425) b56 -0501 ronhov. .rchlteGtgzom r► j I` A GOD JI p. .ii GO B W An 2 ' Pt.. D. RE 70 ✓. CO 'RI N E - <EC a r I • w • f at wig ftfo 23t? -5 `r *fa & Flr4 r etz- ffttsvc tpa 1lAtL 2• (2) 2x4 ' j (Xs Coag1 ts3 / f' 14. - WW1 S(-19 1'1 D [DG 1) FeL41 fiDla WO ; p(, vile NAIBS e T Ve Reef' 511 Hx-taA11 * X15 \ 3yc WHIG c H P 6cfk PO- 907 O .JI/ ¥: > L (6 t Fiat f € It Of SW Nom, 1 II-tfre gag (3)I d grab ID IOW WO 2442 4) • NAILINS PER 51EARWr'LL TABLE IOd 0 6' O.G. s 9L TABLE T-31; raz4. s SST P4:: I✓- o-; rte 4,4 `i /4' (s 111_1 ; 1 -c 4-" /7C2; 4 Vic S I- 3/4x0 -71. 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