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HomeMy WebLinkAboutPermit D04-257 - KHAN RESIDENCE - LOT 149 - NEW HOUSEKHAN DEVELOPMENT LOT 149 13827 MACADAM RD S D04 -257 Z 1 Z. re 6 J 0 0 0: • 0 W= N u W 0 La N3 =d �.. ~ W ? F- 0 ZH la 2• p U O - CI I- W uj Z • 0. O H. Z \% • M N � X908 DEVELOPMENT PERMIT Parcel No.: 1523049149 Permit Number: Address: 13827 MACADAM RD S TUKW Issue Date: Suite No: Permit Expires On: Tenant: Name: KHAN RESIDENCE - LOT 149 Address: 13827 MACADAM RD S, TUKWILA WA Owner: Steve Lancaster, Director D04 -257 11/30/2004 05/29/2005 Name: AIA INTERNATIONAL VENTURED Phone: Address: 24719 43RD AVE S, KENT WA Contact Person: Name: SARA) KHAN Phone: 253 653 -6491 Address: 24719 43 AV S, KENT, WA Contractor: Name: AIA CONTRACTING INC Phone: 253 854 -7005 Address: P.O. BOX 3280, 306 N 1ST AV Contractor License No: AIACOI *990KU Expiration Date: 10 /18/2006 DESCRIPTION OF WORK: CONSTRUCTION OF A NEW 2322 SF SINGLE FAMILY RESIDENCE WITH 660 SF ATTACHED GARAGE AND 32 SF COVERED DECK PUBLIC WORKS ACTIVITIES INCLUDE: TESC, LAND ALTERING, DRIVEWAY ACCESS, STORM DRAINAGE, STREET USE, UNDERGROUNDING OF POWER, AND SAWCUTTING OF PAVEMENT. WATER DIST. 125 & VAL -VUE SEWER DIST. Value of Construction: $211,632.28 Fees Collected: $5,833.28 Type of Fire Protection: N/A International Building Code Edition: 2003 Type of Construction: VB Occupancy per IBC: 22 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: Y Fire Loop Hydrant: N Flood Control Zone: N Hauling: N Land Altering: Y Landscape Irrigation: N Moving Oversize Load: N Sanitary Side Sewer: N Sewer Main Extension: N Storm Drainage: Y Street Use: Y Number: 0 Size (Inches): 0 Start Time: End Time: Volumes: Cut 600 c.y. Fill 0 c.y. Start Time: End Time: Private: Public: Profit: N Non- Profit: N doc: IBC-Permit D04 -257 Printed: 11 -30 -2004 City G. `Tukwila ,^, Steven M. Mullet, Mayor Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: cOukwila.wa.us Z Z �w QQ W (3O &) a; co W J = 1-- CO U_ w O. J LL. Q' Cl) �w Z i t_ O Z �o U UJ ON Q1__ LLJ a H F LL' O. ..Z w CO) O Z Water Main Extension: Water Meter: City olm Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: ci.tukivila.tiva.its N Private: N * *continued on next page ** Steven M. Mullet, Mayor Steve Lancaster, Director Public: doc: IBC-Permit D04 -257 Printed: 11 -30 -2004 Z w u� 5 . U O' CO) W ='. CO) LL wO w Q. S2 D Z i. �Z °` 2 D; U � ;0 col AU W — O: .. Z W U =; Z �O Cit y G Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: cOulcwila.wa.its Steven M. Mullet, Mayor Steve Lancaster, Director Permit Number D04 -257 Issue Date: 11/30/2004 Permit Expires On: 05/29/2005 i Permit Center Authorized Signature, 1 Date: I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or th performance of work. I am authorized to sign and obtain this development permit. Signature: Date: Print Name: a-A \k�\ J 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-Permit D04 -257 Printed: 11 -30 -2004 Z Z W W it 2 D � 0 � : U O CO o W = H CO LL W O �Q a =W Z �.. f- o Z ►-- LU5 O N, 13 F— WW LL O Z . U= O ~: Z . rscs e City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 PERMIT CONDITIONS Parcel No.: 1523049149 Address: 13827 MACADAM RD S TUKW Suite No: Tenant: KHAN RESIDENCE - LOT 149 Permit Number D04 -257 Status: ISSUED Applied Date: 07/20/2004 Issue Date: 11/30/2004 1: ** *BUILDING DEPARTMENT CONDITIONS * ** 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 III, 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: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 9: All wood to remain in placed concrete shall be treated wood. 10: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 11: 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. 12: 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. 13: 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. 14: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the Department of doc: Conditions D04 -257 Printed: 11 -30 -2004 ;.i..: �, :,it.. �,. �» �: a; f�;. �. o1:: a::: ..isacaW.}:�`au.� ?uii3.;:�:�a5i � ,f,n�w�t.�a: :eldrs:aatYCCv. • �. ;an ,w.� :.,n �asw� "' : �:: ,5:..ci;in'rAt:'swead`»ti�}:,�rp Z ~w � 5 UQ CO J = LL WO �Ei U. ¢ N � = Cl F_ W Z H 0 Z w U� co 01 WW ILL O W Z co oF- z City of Tukwila rave Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Public Health - Seattle and King County (206/296- 4932). 15: All electrical work shall be inspected and approved under a separate permit issued by the Washington State Department of Labor and Industries (206/248- 6630). 16: 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. 17: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 18: 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) 19: 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) 20: 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) 21: Your street address must be conspicuously posted on the building and shall be plainly visible and legible from the street. Numbers shall contrast with their background. (IFC 505.1) 22: 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) 23: 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. 24: Acceptance of residential fire sprinkler systems shall include field verification of GPM and residual pressures meeting or exceeding the listing for the sprinkler type. 25: Any overlooked hazardous condition and /or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 26: These plans were reviewed by Marshal 51. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 -4407. 27: ** *PUBLIC WORKS DEPARTMENT CONDITIONS * ** 28: 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. 29: Work affecting traffic flows shall be closely coordinated with the City Utilities Inspector. Traffic Control Plans shall be submitted to the Inspector for prior approval. doc: Conditions D04 -257 Printed: 11 -30 -2004 j' .'it.1:q'a -5tari�a�.ti:i,4ert�:d�v`a3" WF.ue.'Yrt+n ,uwF.a..s w., a a .. EGitw57«.Yri+ �ftsu" "'v.3titivdu`''L'+iL,Ffrgih6:,. Z �w Q D 3 U to o co W J = (0 LL W LLQ UD = �w z zI­- W w U� ON OH wW O w z U= O Z ...'Q City of Tukwila tyre Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 30: The City of Tukwila has an undergrounding ordinance requiring the power, telecommunications, and cable service lines be Z underground. z �w 31 Any material spilled onto any street shall be cleaned up immediately. QQ 32: Flagging, signing and coning shall be in accordance with MUTCD for Traffic Control. Contractor shall provide certified JU N o flagmen for traffic control. Sweep or otherwise clean streets to the satisfaction of Public Works (No flushing N w � allowed). Notify City Inspector before 12:00 Noon on Friday preceding any weekend work. E_-- Co w w O 33: A copy of the Certificate of Insurance Coverage (minimum of $2,000,000 naming the City of Tukwila as additionally insured). 34: A bond in the amount of 150% x cost of construction within the City right -of -way, made out to the City of Tukwila for Q co d possible property damages caused by activities. w. Z 35: Temporary erosion control measures shall be implemented as the first order of business to prevent sedimentation z O off -site or into existing drainage facilities. w W 36: The site shall have permanent erosion control measures in place as soon as possible after final grading has been v - completed and prior to the Final Inspection. o F- 37: The Land Altering Permit Fee is based upon an estimated 600 cubic yards of cut and no fill. If the final quantity wW U exceeds this amount, the developer shall be required to recalculate the final quantity and pay the difference in permit t 0 fee prior to the Final Inspection. z ui co 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 0 Z 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 Geotechnical Engineer shall provide certification on a lot by lot basis, that the work has been completed in accord with all geotechnical recommendations. 41: Driveway approach to garage shows a 20% grade. Slope driveway in the field so that vehicles will not bottom out, Coordinate with the Public Works Utlilities Inspector. 42: Verify size, type, and conditions of existing storm pipe located (within Macadam Rd. South right -of -way / at the lower portion of the new driveway access). If not to current City standards, then replace to City standards. Coordinate with the Public Works Utilities Inspector. 43: Storm drainage vault and retaining walls each require a separate permit from the Building Department, for Structural Design approval. 44: 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 this Building permit by Public Works. * *continued on next page ** doc: Conditions D04 -257 Printed: 11 -30 -2004 Cit y of Tukwila i9QB Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 I hereby certify that I have read these conditions and will comply with them as outlined. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provision of any other work or local laws regulating construction or the performance of work. Signature: Print Name: vv S P" Date: 1 0 3 -1 o � z �w 2 u� D U O N O CO W J = H U) WO } J LL N = W z �. �- O z �-. w w U� O N O F- WW 2 H E). LL O W z: U N O z doc: Conditions D04 -257 Pr(nted: 11 -30 -2004 ILA, w CITY OF T UKWI L4 Community Development Department Public Works Department Permit Center rsoe 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 Building Permit No. Mechanical Permit No. Public Works Permit No. Project No. f / / 4-Y�)r -- 30 (For o ice use onl Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. * *Please Print ** SITE LOCATION King Co Assessor's Tax No.: 1 SZ 3 �� - ` ► y Site Address: �' � 4 AO 5 Suite Number: Floor: y Tenant Name: 1� /✓G L D� New Tenant: ❑ .... Yes ❑ ..No Property Owners Name: Mailing Address: City �r c AfA d 3.2 City / State r Zip Day Telephone: .ZS 3 - 'f 3 - Fax Number: 2S3 -- 95 '-7v . CONTACT PERSON Name: 5 i!\ "fJ Day Telephone: 2 S 6 _q __ 4 C f z I Mailing Address: �• t,l-1 �3� D A � s K i1ir &uA 9 © 3z } City State Zip E -Mail Address: p+M At' -IhT 23 Oct I�T144 �- " C_°_ �1/VI Fax Number: 25�3-'�,5�9-7� 2 � GENERAL CONTRACTOR INFORMATION - (Mechanical Contractor information on back page) Company Name: Mailing Contact Person: l i-1) 1� RA 4 V E -Mail Address: Contractor Registration Number: Expiration Date: * *An original or notarized copy of current Washington State Contractor License must be presented at the time of permit issuance ** ARCHITECT OF RECORD - All plans must be wet stamped by Architect of Record Compan Mailing Contact Person: Day Telephone: l/ 5& OS' O1 C) E -Mail Address: Fax Number: ENGINEER OF RECORD - All plans must be wet stamped by Engineer of Record Company Name: 6 /q 9/4 "5Z1! /J �ti tZ T / ✓�' Mailing Address: 1 9 - -7 1 T `7 2 /V P AYE _ S Contact Person: /Tl �j`LI g E -Mail Address: \permits plus \icc changes \permit application (7.2004) r✓ r State Zip 3Z- City ff -- State Zip Day Telephone: � - 2 " - Z S i --6 - 2 - 2Z_ Fax Number: 2L'5 978 - Page l i Z '~ W � D 00 (n 0 Ito W J = CU_ O WO LLQ ND = ul Z� 1-- O Z f- �5 U O� o ff W W H LO W Z U= O~ Z BUILDING PERMIT INFORMATION - 206. 431 -3670 Valuation of Project (contractor's bid price): Existing Building Valuation: $ Scope of Work (please provide detailed information): A/i:w > /NciG42 ` 9Z Will there be new rack storage? []..Yes ❑ .. No If "yes ", see Handout No. for requirements. Provide All Building Areas in Square Footage Below 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) /0,; *For an Accessory dwelling, provide the following: Lot Area (sq ft): 0 9wo Floor area of principal dwelling: Floor area for accessory dwelling: *Provide documen ation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: f ' Compact: Handicap: Will there be a change in use? ❑ .... Yes .No If "yes ", explain: FIRE PROTECTIONMAZARDOUS 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 1f "yes ", attach list of materials and storage locations on a separate 8 -112 x 11 paper indicating quantities and Material Safety Data Sheets. \permits plus\icc changes\permit application (7.2004) Page 2 Z �z '~ W JU U O CO LU N O J F.- CO) W WO LL. Q N � = fJ �. W Z F- Z0 W �p U 0— OH W F=— -- �- O Z W U= O Z Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC I` Floor ��� V -e 9 e3 2° Floor 3 Id Floor Floors thru Basement V t i t� I Accessory Structure* Attached Garage t / V -J r 3 Detached Garage Attached Carport Detached Carport 1 Covered Deck �� i,3 Uncovered Deck 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) /0,; *For an Accessory dwelling, provide the following: Lot Area (sq ft): 0 9wo Floor area of principal dwelling: Floor area for accessory dwelling: *Provide documen ation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: f ' Compact: Handicap: Will there be a change in use? ❑ .... Yes .No If "yes ", explain: FIRE PROTECTIONMAZARDOUS 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 1f "yes ", attach list of materials and storage locations on a separate 8 -112 x 11 paper indicating quantities and Material Safety Data Sheets. \permits plus\icc changes\permit application (7.2004) Page 2 Z �z '~ W JU U O CO LU N O J F.- CO) W WO LL. Q N � = fJ �. W Z F- Z0 W �p U 0— OH W F=— -- �- O Z W U= O Z M PUBLIC WORKS PERMIT INtMATION - 206 - 433 -0179 Scope of Work (please provide detailed information): C- Call before you Dig: 1- 800 - 424 -5555 Please refer to Public Works Bulletin #1 for fees and estimate sheet. Water District ❑ Tukwila ` Water District # 125 ❑ .. Highline ❑ ...Renton .Water Availability Provided Sewer District ❑ ...Tukwila jam. Va1Vue El.. Renton ❑ ...Seattle ❑ ...Sewer Use Certificate ' Sewer Availability Provided ❑ .. Approved Septic Plans Provided ❑ ...Septic System - For onsite septic system, provide 2 copies of a current septic design approval by King County Health Department. Su fitted with ApOication mark boxes which apply) Civil Plans (Maximum Paper Size — 22" x 34 ") Technical Information Report (Storm Drama e) ❑ ...Bond -- El.. Insurance Eascment(s) El Pronosed Activities (mark boxes that a ❑ ...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 LOD cubic yards ..Total Fill to cubic yards ❑ ...Sanitary Side Sewer ❑ ...Cap or Remove Utilities ` Frontage Improvements ...Traffic Control ❑ ...Backflow Prevention - Fire Protection _ Irrigation Domestic Water `Ef Geotechnical Report ❑ ... Traffic Impact Analysis Maintenance Agreement(s) ❑ ... Hold .Ha6 'V) El Use - Profit for less than 72 h ld , u s ❑ .. Right -of -way Use — Potential Disturbance ..k Work in Flood Zone . . Storm Drainage ❑ .. Abandon Septic Tank ��❑ /.. Curb Cut 1 Pavement Cut ❑ .. Looped Fire Line ❑ ...Permanent Water Meter Size... WO# — ❑ ...Temporary Water Meter Size.. WO# _ ❑ ... Water Only Meter Size............ WO# ❑ ...Sewer Main Extension ............ Public Private ❑... Water Main Extension .............Public Private ❑ .. Grease Interceptor ❑ .. 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 Biilinta to: Name: Day Telephone: Mailing Address: City State Zip Water Meter Refund /Billing: Name: Mailing Address: City State 1.1p \permits plus \icc changes \permit application (7.2004) Page 3 Day Telephone: Z W 0 Co o co W J I NW WO �Q N� l.. W Z H ' W� W U N 0H WW LL O Z U= O Z MECHANICAL PERMIT INFOkI ATION — 206- 431 -3670 MECHANICAL CONTRACTOR INFORMATION Company Name: Mailing Address: City Contact Person: Day Telephone: E -Mail Address: Fax Number:_ Contractor Registration Number: Expiration Dad * *An original or notarized copy of current Washington State Contractor License must be p sei Valuation of Project (contractor's bid price): $ Scope of Work (please provide detailed information): Use: Residential: New .... ❑ Commercial: Ngw .... ❑ Fuel Type ' ",ftec fic el.:M Gas .... ❑ Replacement..... Replacement.. , Indicate type of mechanical work being installed an he quantity below: f Zip at the time of permit issuance ** Unit Type: Qtv Unit Type: Qty Unit Ty e: Q Boiler/Compressor: J Furnace <100K BTU Air Handling nit >10,000 Fire Damper -I CFM ow : Furnace>100K BTU Eva ora r Cooler Difffser - Unit Type: Qtv Unit Type: Qty Unit Ty e: Q Boiler/Compressor: Q Furnace <100K BTU Air Handling nit >10,000 Fire Damper 0 -3 HP /100,000 BTU CFM ow : Furnace>100K BTU Eva ora r Cooler Difffser - 3 -15 HP /500,000 rKU Floor Furnace Ventil ton Fan Connected Thermostat 15 -30 HP /1,000,000 BTU to S' le Duct Suspended /Wall/Floor V tilation System Wood /Gas Stove 30 -50 HP /1,750,000 BTU Mounted Heater Appliance Vent i ood and Duct , Water Heater 50+ HP 11,750,000 BTU Repair or Addition to Incinerator - Domestic Emergency Heat/Refrig/Cooling Generator System Air Handling Unit Incinerator — Comm/Ind Other Mechanical <10,000 CFM E ui ment s/ v PERMIT APPLICATION NOTES — Applicable to all permits in this application L _ 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. The Building Official may extend the time for action by the applicant for a period not exceeding 180 days upon written request by the applicant as defined in Section 107.4 of the Uniform Building Code (current edition). No application shall be extended more than once. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION ND KNOW THE SAME TO BE TRUE UNDER I PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER OR AUTHORIZED AGENT: j Signature: Date: - el Print Name: Mailing Address: Z-V� Date Application Accepted: \permits plus\icc changes \permit application (7.2004) Day Telephone: Iry j Wit- City state Zip Date Application Expires: /- - i Z�d5 Page 4 Staff Initials: ) Z 1 Z �W 0 U) 0 C0 LU J H CO LL W O C U Q Nd �W Z F— Z� W W U O N 0 H Ww HC LO .Z W co O Z I .,, FROM 1Ronhovde Architects, LLC FAX N0. :4256560501 Jul. 15 2004 09:39AM P6 JtL 15 '04 09 a OIAM TU1441 j DCD /PW P. 6/8 BULLETIN A2 TYPE C PERMIT FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION PWmay adjust estimated fees PROJECT N E ffhakt 3 - Lvf" PERMIT # ( 50UTv If you do not provide axftctor bide or an engineer's estimate with your permit application, Public Works will review the coat mft tes br reasonableness and may adjust estimates. 1. APPLICATION BASE FEE 2. Enter total construction cost for each Improvement General Edon prevention Water Sewer Storm water Road /Parldng /Ac c,vas A. Totallmprovements 3. Calculate Improvement -band : (1) o i t C-0 ✓ Q Z "W/44 21 A� RMttC � NT Fig B. 2.5% of first $100,000 of A. 50 C. 2.0% of amount over $100,000, but less then $200,000 of A. --� D, 1.5% of amount over $200,000 of A. 4. TOTAL. PLAN REVIEW FEE (B +C +D) $ _ 1 0.50.5 0 (4) 5. GRADING Plan Review and Permit Fees $ 37.00 (5) Enter total excavation volume 6 cubic yards Enter total fill volume cubic yards QUANTITY IN CUBIC YARDS RATE up to 50 CY Free 51 -100 3.50 101 -1000 $37.00 1.001-10,000 $49.25 10,001 - 100,000 $45.25 for 1 10,000,_ PLUS $24.50 for each additional 10,000 or fraction thereof. 100,001 -200,000 $269.751br 1 100,000, PLUS $13.25 fbr each additional 10,000 or fractlon thereof. 200,001 or rnore $402,25 for 1 200,000, PLUS $7,25 for each additional 10,000 or fractian thereof. Use the following table to estimate the grading application fee. Use the greater of the excavation and fill volumes. TOTAL PLAN REVIEW AND APPROVA FEE DUE WITH PERMIT APPUCATION (1 +4t6) $ --- 1 , 33Z.50 The Plan Review and Approval fees cover TWO rovlaws:1) the first review assoclated with the submission of the applicationiplan and 2) a follow -up review associated with a correction letter. Each additional review, which is attributable to the AppllcanVs action or inaction shall be charged 25% of the Total Plan Review Fee. ApFxoved 09.25.02 Revised 03.18.03 Revised 05,13.00 R&AW 06.07.04 ":boq-2s7 z '~ w D �U 0 0 0 w= Lo LL w J � =w z� w D0 o - Q F- wW U-- o z w U =. O F-- z 190% City of Tukwila Department of ommunity Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http:/ RECEIPT Parcel No.: 1523049149 Permit Number: D04 -257 Address: 13827 MACADAM RD S TUKW Status: ISSUED Suite No: Applied Date: 07/20/2004 Applicant: KHAN RESIDENCE - LOT 149 Issue Date: 11/30/2004 Receipt No.: R07 -00044 Initials:. JEM User ID: 1165 Payment Amount: Payment Date: Balance: $33.00 01/09/2007 03:30 PM $0.00 Payee: I AIA CONTRACTING INC. TRANSACTION LIST: Type Method Description Amount ---- - - - - -- -- - - - - -- --------------------- - - - - -- ------ - - - - -- Payment Check 3854 33.00 ACCOUNT ITEM LIST: Description Account Code Current Pmts ------------------------ - - - - -- ---------- - - - - -- ------ - - - - -- PHOTOCOPIES/DUP SERVICES 000/341.690 33.00 Total: $33.00 01/09'71.;:i 1 doc: Receipt -06 Printed: 01 -09 -2007 Q JU U CO C3 co W N LL. WO LL a Nd �_. w z 11,- O. w ~ W U �. O :0 H w LL .z W U CO) O z City of Tukwila rsoe 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 RECEIPT Parcel No.: 1523049149 Address: 13827 MACADAM RD S TUKW Suite No: Applicant: KHAN RESIDENCE - LOT 149 Permit Number: D04-257 Status: ISSUED Applied Date: 07/20/2004 Issue Date: 11/30/2004 Receipt No.: R06 -00261 Initials: 7EM User ID: 1165 Payment Amount: 58.00 Payment Date: 02/24/2006 04:20 PM Balance: $0.00 Payee: AIA CONTRACTING INC. 1 TRANSACTION LIST: Type Method Description Amount ---- - - - - -- -- - - - - -- --------------------- - - - - -- ------ - - - - -- Payment Check 3388 58.00 ACCOUNT ITEM LIST: Description Account Code Current Pmts ------------------------ - - - - -- ---------- - - - - -- ------ - - - - -- BUILDING INVESTIGATION 000/322.800 58.00 Total: 58.00 2922 02/28 4716 TOTAL. 58.00 doc: Receipt Printed: 02 -24 -2006 z a� �W 00 CO o Uj U. W O J. U- ¢. N d = W z E- 0 z 5 O N . W W t— U .. z U= O z �.i k ���Nw1' �l•� 6 ...gig C of Tukwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 z �0 UO C o o. CO) J (H cn LL. WO }} �J �a a =W E-- _ H- O Z F- W U COF 0 F- 'W W HU —0 .. Z U =. O Z RECEIPT Parcel No.: 1523049149 Address: 13827 MACADAM RD S TUKW Suite No: Applicant: KHAN RESIDENCE - LOT 149 Permit Number: Status: Applied Date: Issue Date: D04 -257 ISSUED 07/20/2004 11/30/2004 Receipt No.: R05 -00335 Payment Amount: 262.75 Initials: SKS Payment Date: 03/08/2005 03:24 PM User ID: 1165 Balance: $0.00 i Payee: AIA CONTRACTING INC I TRANSACTION LIST: Type Method Description Amount Payment Check 3667 262.75 ACCOUNT ITEM LIST: Description Account Code Current Pmts ------------------------ - - - - -- ---------- - - - - -- ------ - - - - -- PW ADDL PERMIT /INSP FEE 000/342.400 262.75 Total: 262.75 I j doc: Receipt Printed: 03 -08 -2005 k..{ Cit of Tukwila race 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 RECEIPT Parcel No.: 1523049149 Permit Number D04-257 Address: 13827 MACADAM RD S TUKW Status: APPROVED Suite No: Applied Date: 07/20/2004 Applicant: i 1 KHAN RESIDENCE - LOT 149 Issue Date: y i Receipt No.: R04 -01602 Payment Amount: 3 i Initials: BLH Payment Date: 11/30/2004 12:45 PM i User ID: ADMIN Balance: $0.00 Payee: AIA INTERNATIONAL VENTURES INC TRANSACTION LIST: Type Method Description Amount ---- - - - - -- -- - - - - -- ------- -------------------- ------------ Payment Check 1142 3,189.26 ACCOUNT ITEM LIST: Description Account Code Current Pmts i BUILDING - RES 000/322.100 2,009.26 PW LAND ALT PERMIT FEE 000/342.400 124.50 PW PERMIT /INSPECTION FEE 000/342.400 1,051.00 STATE BUILDING SURCHARGE 000/386.904 4.50 Total: 3,189.26 T%96 11, 97:1..6 .fit T tal.. doc: Receipt Printed: 11 -30 -2004 z Q Z W UO Cj) Cl' LU J H S2 U. W O 9 5 LL co C7 UJ Z �.. H- O z i-- W U� .O C0 C3 E- w W LL _ Z' W O ~. z g City of ru 1908 � 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 RECEIPT Parcel No.: 1523049149 Permit Number D04 -257 Address: 1390148"S TUKW Status: PENDING Suite No: Applied Date: 07120/2004 Applicant: KHAN RESIDENCE - LOT 149 Issue Date: Receipt No.: R04 -00918 Payment Amount: Initials: SKS Payment Date: User ID: 1165 Balance: Payee: AIA INTERNATIONAL VENTURES, INC. TRANSACTION LIST: Type Method Description Amount Payment Check 1122 2,644.02 ACCOUNT ITEM LIST: Description Account Code Current Pmts PLAN CHECK - RES 000/345.830 1,306.02 PW BASE APPLICATION FEE 000/322.100 250.00 PW LAND ALT PLAN REVIEW 000/345.830 37.00 PW PLAN REVIEW 000/345.830 1,051.00 2,644.02 07/20/2004 03:42 PM $3,259.26 Total: 2,644.02 If 2957 07/21 9716 MAL 7932-06, doc: Receipt Printed: 07 -20 -2004 FW i f I i z W �7- V`. 00 N O wLU J U) U. W 0 L J = W ZO 5 U� -0 N 0 F- W W �U LL E- Ill Z U =, O Z INSPECTION RECORD Retainiia copy with permit INSPECTIOWNO. P I NO. is CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., *100, Tukwila, WA 98188 ; T (206 431 Project Project 41 l y e ? Type of Inspection: j 74 Add 2,-7 lk':�' el oe Date Called: �Q Special Instructions: Date Wanted f a.m. Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. Inspector: M $58-0 CEI N paid at 6300 R1 celpt No.: Date: Date I *EE REZIRED. Prior to inspection, fee must be r Blvd., Suite 100. Call the schedule reinspectior I Z Z� 00 CO co LU LL W O LL CY UJ z WO LU 5: Cl C.) N LLI Uj u_ W z U P 0 z INSPECTION RECORD Retain a copy with permit �J INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Project: Type of Inspection: P 03 Address: 432- t Date Called: u Special Instructions: Date Wanted: i ` a.m. p.m. Requester: Phone No: EI Approved per applicable codes. Corrections required prior to approval. 1 COMMENTS: 0 In C L v actor: Date: 58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must b aid at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspectii ipt No.: Date: Z �Z W UO cf) J H CO) LL W O 9 -JI LL Q N� To �W Z WO 5 U� O - o r- WW U -O W U= O Z INSPECTION RECORD Retain a copy with permit��� INSPECTION N0. PER N CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3¢7 Project: 11 Type of Inspection: I Address* Date Called: SpecialInstructions:, Date Wanted: a.m " Requester: Phone No: / // 1 -> c k - - 7 Approved per applicable codes. Corrections required prior to approval. 1z paid at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. Receipt No.: Date: 1 , Z W U to . J h T WO LL N� = F uJ Z H WO U� LLj O N. OH W w �U - O ..Z W U= O Z J INSPECTION RECORD r Retain a copy with permit INSPECTION NO. W( 26)431-367 � CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 ❑ Approved per applicable codes. MC orrections required prior to approval. Project: Type of Inspection: Address: r ;,f Date Called: , Special Instructions: Date Wanted: i. - Z a.m. Requester: Phone No: I �Ir .PLr� _ �, Mg i .� s.I 1i J IP 1 WMA Inspector ( Date: d' o4 1i3::—_ I $58.00 REINSPECTI N FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. 4 Receipt No.: Date: 6"• r" 3M^"' V�§ k''"?' l' +',xr°.Y''.(f'�Y4ayniA:fa` -, P'. ,�''Y A"�' ..::�,"•r�J" , i- �,.. ✓.,.�i. -.k. �u: -0r ':qpt, Z � L U C UO NO CO) LU J � �LL uu 0 LL to �W Z H W O l'— W U �. ON 0 1.— LU U j H �O .. Z W CO) O Z INSPECTION RECORD Retain a copy with permit z1-2:57 INSPECTI NO. PER No CITY OF TUKWILA BUILDING DIVISION 6300 Souihcenter Blvd., *100, Tukwila, WA 98188 20*631-31(7 Approved per applicable codes COMMENTS: 1 Corrections required prior to approval. 4 Project: Type of inspection: Address: Date Called: Special Instructions: Date Wanted: Ca.m -.5 Requester: Phone No: ,Ilhspectlr: Dates -ir A A M 00 REINSPECTION FF REQ UIRED./ rior to inspection, fee must be id at 6300 Southcenter Blvd., ii C Suite 100. Call the schedule reinspection. Receipt No.: ate: Z Z 0� (1)(3 CO) W. LLI CO) u- W 0 5 a F- W Z F-� 1!— 0. Z F- UJ LLI 5. ON 0 U. I-- —0 id z UN O F- z F. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT, NO. IQ a CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Project: Type o M Approved per applicable codes. Corrections required. prior to approval. COMMENTS: 4 1 J/ J? 61Y-5 x` f • ctor: uate— AO REINSPECTION FE-J REQUIRED. Prior to inspection, fee must be aid at 6300 Southcenter vd., Suite 100. Call the schedule reinspection. pt No.: I Date: �,;jR}tF.yNy',i�,.•. ✓•.. ...i - � • Y..4Lt '•J fA..,.� J.t.1, f.. ..t r'... � , `,.�,.••.u, y .. ,. • yi,'x,�:s:. ,lea�,"'a}•'Z.` }, t• y�:• �� ,y,:.:u�.,�.'1„�,�.,,....�,!. �:N �±».,�:� Z •, - W � i D UO N co W J = I^ Cl) W WO J LL �D = a � W Z� z W W 2 5 U O N OH WW 2 H ~. ti O LLI z U CO) p H. O z Inspection: Address: !/ ate Called: Special Instructions: Date Wanted: a.M. S ,->•a-7 P�n1• Requester: Phone No: M Approved per applicable codes. Corrections required. prior to approval. COMMENTS: 4 1 J/ J? 61Y-5 x` f • ctor: uate— AO REINSPECTION FE-J REQUIRED. Prior to inspection, fee must be aid at 6300 Southcenter vd., Suite 100. Call the schedule reinspection. pt No.: I Date: �,;jR}tF.yNy',i�,.•. ✓•.. ...i - � • Y..4Lt '•J fA..,.� J.t.1, f.. ..t r'... � , `,.�,.••.u, y .. ,. • yi,'x,�:s:. ,lea�,"'a}•'Z.` }, t• y�:• �� ,y,:.:u�.,�.'1„�,�.,,....�,!. �:N �±».,�:� Z •, - W � i D UO N co W J = I^ Cl) W WO J LL �D = a � W Z� z W W 2 5 U O N OH WW 2 H ~. ti O LLI z U CO) p H. O z 4 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. Proj ct: rt�C_�/�✓1 T e of Inspection: Address: 1 �J 1 I IG�Ca �mlL Date Called: Special Instructions: Date Wanted: a.m. p.m. Requester: Phone No: Inspector: a (21• ,;� J = ate: / U Receipt No.: Date: $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Z �Z W �QQ � JU UO N O Co i. J co LL W O. LQ N d = W ? F- H O Z h- LU 5 U co � H WW 1— �. LL ui Z co O Z INSPECTION RECORD Retain a copy with permit INSPECTION NO. PE CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 =3 e7 Approved per applicable codes. Corrections required prior to approval. COMMENTS: Type of Inspection: � NA IQ 2 (ot; I N4 I Address: Date Called: Special Instructions: Date Wanted: a.m. 1 j - �-l- o Requester: Phone No: Insp ctor Date: r Project: Type of Inspection: � NA IQ 2 (ot; I N4 I Address: Date Called: Special Instructions: Date Wanted: a.m. 1 j - �-l- o Requester: Phone No: Q 58 REINSPiCTIO FEE REQUI8R4D. Prior to inspection, fee must be pai at 6300 Southce er Blvd., Suite 100. Call to sechedule reinspection. Z �Z �W QQ� JU v O 00 co III J = (0 LL W O �aEi LL Q co =a F- w Z I— H O W ~ w U� O� Q H WW LL �Z U= O Z / INS XECTION RECORD (� Retain a copy with permit /JD 7-25 7 INSPECTION NO. PERMIT NO CITY O TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)4 1 r67O Proje / Type of Inspection: / Address: Date Called: Special Instructions: Date Wanted: a. m. �/- 2 Requester: Phone No: 7 1Z _5 ❑ Approved per applicable codes. EI Corrections required prior to approval. COMMENTS: �J ;E REQVRED. Prior to inspection, fee must be Blvd.,. Suite 100. Call to sechedule reinspection. Z � H W JU UO N CO) S2U WO U - _ d W ' ZF t` O W !` �o U O - 0 F,_ WW �O .Z W Cl) O F- Z INSPECTION RECORD _ Retain a copy with permit INSPECTION NO. PERMIT O. CITY OF TUKWILA BUILDING DIVISION Aev� 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (200411-3670 Project: Type of I spection: Address 3 iZ 7 � AMv Date Called: Special Instructions: Date anted: Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. -- J 8.00 REINSPECTIO FEE REQ#ute D. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., 100. Call to sechedule reinspection. Receipt No.: Date: i Z � W QQ � JU UO CO) 0 4 C0 LLJ J = DLL WO r r 9-5 U. N C1 = W H Z� H- O W f- Uj �Q U ON 0 F- W W U tL ~O LLJ Z O Z 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 f7o ( Approved per applicable codes. Corrections required prior to approval. COMMENTS: / I' /�v�' �t.S • Al 14 / '7 � / 'f�'� �iit � �iVSl /�h'�'�l ` /7.�dQi1�1•� -�� Project: Type of Inspection: Address: 3 6 2 7 -) 14 Date Called: Special Instructions: Date Wanted: Requester: Phone No: Inspe or: Date: eUo —Z '4 X5 8.00 REINSPECTION EE REQU) D. Prior to inspection, fee must be pa id at 6300 Southcenter Blvd.,' uite 100. Call to sechedule reinspection. eceipt No.: Date: z �Z JU (U O CO 0 W = J I S2 LL WO LL Q = �W z li— O z W U� O N o �. WW H lLl z U= O z ., INSPECTION RECORD Retain a copy with permit INSPECTION N0. PER NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 c. Proj ctr Type of Inspection: Add ess: ,2 DEG Date Called: Specia Instructions: `t W .1419 k v ) �j G f7 0 Date Wante : M. - 2- p. ester.Requ Phone No: Receipt No.: Date: Z �Z �QQ2 JU U Co Q W = J S2 U- WO J u_ ca = W H Z 3: 1— O w �O U 0 1^ co W UJ 2 LL Z U= O Z $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. INSPECTION RECORD Retain a co with ermit cop p INSPECTION NO. PE I O CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -36 A lk Project: Type of Inspection: / Address: Date Called: Special Instructions: Date W . _ a Requester: Phone No: "+ Approved per applicable codes. Corrections required prior to approval. COMMENTS: 0 A ry C 5 l r.1 is a 4 �1 . `l I In pector: Date: $58.00 REINSPECTION VEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: Date: Y ^.r�. .�i.. s.a, i.nw:r� y�, �1Et+ e' niV.: isSJiK, �• i�iN�It, S+ �'! " 4f.. awy S. � .. ".: yn:r' ,. rlr, .r, rita -v Z " W �C UQ Cl) J x CO) LL W O' �5 tL Q N� _ CY �W Z H WO 5 U� CO). OH W W. LL fLi Z U= O Z t � INSPECTION RECORD 7 Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 4� C` r . . I' Project: tv /? Type of Inspection: UA- �,v 5 . Address: 3 (92 7 /yC',ADA Date Called: Special Instructions: Date Wanted: a,m. 15p- - Z 7 --- o p.m Requester: Phone No: ved per applicable codes. Corrections required prior to approval. COMMENTS: Inspect Date r5 z _ z El ($ 5 .00 REINSPECTI0 FEE EQUIRED. Prior inspection, fee must be at 6300 Southcenter Blvd., Suite 100. 11 to sechedule reinspection. t ' Receipt No.: Date: t� . ^!%..; it: �� i � 1 { ',ikk.�,:�'a��� ✓ + +�;Y�_ ��4.w , k.� t.7�t .1 ;� j . r ,{r i4rtt', 1 �C ' r t t . °r� S� ,� . "4: C'.0 )3.r. ° r` ".:+ : ti . �r�L. i. Z IZ W JU UO Cl) C0 W J S2 LL WO U . N� i �w ` Z I— t— O w ~ w 25 U� O -, 0H W -O W Z Ucf) H h=- Z INSPECTION RECORD Retain a copy with permi t [Ay LJ_Z INSPECTION NO. PER 0 CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 R(206)431-367t Project: 1 4 1 � (--� N 2 S Type of Ins ti on 1 I A AA I t� Address: v2si Date Called: cZ N—OL Special Instructions: Date Wanted: Requester: Phone No: Approved per applicable qsk E ]Corrections required prior to approval. COMMENTS: K & . . ......... . I\A Insp tor: k..-Tate: J " OVV V E4EQUIRED. Prior inspection, fee must be a $ S. 100 REiNSPECTION FE Ir id I id at 6300 Southcenter Blvd., Suite 100. dt to secheclute reinspection. RecV ipt No.: Date: Z LU U 0 to 13 co Lu LLI :C -J lZ- 00 U. W O 9 -J LL < CO) CY UJ Z OR UJ LLJ 5 CO) WW H C. ) U- . . z LLI C0 U P X . 0 Z ". tl 1 4.}'SP � t 4A ✓ l Y 1Jy`V y'�i t INSPECTION RECORD Retain a copy with permit : y-�57 j INSPECTION NO. PER T O. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes Project: Type of Inspection: Address l 3 t M,41 ,4,24t - kl Date Called: / , ..� O / L Special Instructions: Date Wanted: a.m. / --/ 5- v QE t7 Requester: Phone No: `/ ,;? S -- Corrections required prior to approval. Z '- W JU UO ND J MU- WO 2 QQ U. co = FW ' Z I— H O W U �' LU O N, QH W LU H� W Z 111 U= O Z $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. INSPECTION RECORD Rbtain a copy with permit INSPECTION NO. P*ERM[. MI CITY OF TUKWILA BUILDING DIVISION Alf. 6300 Southcenter Blvd., *100, Tukwila, WA 98188 (2 614 .3670 1 ki 4 Type o Inspection: A"m I A4 cfre�ss: RA :1 Cal&04 Date - Special InstrUctions: Date wanted: a.m. 05 Requester: (`' 1 4- Thope Njo- �fz_ - 19 11M paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. f Receipt No.: 7 e: Z Z ul U 00 wa� (0 UJI W J CO) LL WO 2 � LLa :3 T UJ WO LU 2 25 D 0. 0 CO) 0 .0 1.- WW LL 0 0 z 0 Z FI Corrections required prior to approval. s 1. • }..►, INSPECTION RECORD i i f . . Retain a copy with permit D4 INSPECT109 NO. W2 06)431-3670 CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 P of ct: ..- Type of Ins ection: n Address a Da�t Called: W � �� � � Special Instructio s: Date Wanted: — A nom. 6 1 J, 1 Cp:m. RequeSr: Phone No* d 4 2 2 . Receipt No.: Date: IJ Z ;~ Z �W QQ 2. JU UO. CO 0 C0 �. CO) U 0 u - N :3 _CY H W Z W O W U� ON OH W W. HL) LL O Z U= O Z u paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. i INSPECTION RECORD Retain a copy with permit 1 INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION ► 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 i P Lj* El Approved per applicable codes Ald • COMMENTS: ' S t g : U corrections required prior to approval. O.'Prior to inspection, fee must be 100. Call to schedule reinspection. Z fH �~ W Q � Q C JU UO 0 V) J N U- WO 9 U-a CO3 = a f.. W Z X f— O W 5 U N 0H WW F=- . O tit Z U N 0 Z t: Type of nspection: W�l A dr s : CL Q2 Date Called: � �� O J S Special nstruc ions: Date Wanted: a.rn Z p. . Requester: ' Phone No:b El Approved per applicable codes Ald • COMMENTS: ' S t g : U corrections required prior to approval. O.'Prior to inspection, fee must be 100. Call to schedule reinspection. Z fH �~ W Q � Q C JU UO 0 V) J N U- WO 9 U-a CO3 = a f.. W Z X f— O W 5 U N 0H WW F=- . O tit Z U N 0 Z INSPECTION RECORD . �as Retain a copy with permit INSPECTIJON NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 P j ct: Ty Approved per applicable codes. � Corrections required prior to approval. COMMENTS: 1 I i ...te __._. r 00 REINSPECTION EE REQUIRED. P or to inspection, fee must be at 6300 Southcente Blvd., Suite 10 . Call to schedule reinspection. R4cp fpt No.: Date: Z H JU 0 Cl) a W= J 1... W 0 U-Q co = Cy �.., W ` Z H ' HO W ~ W U� ON D H W LL Z !11 co o'' Z of ins A ds Date Called: �� 5 r5'r Special Instructions: Date Wanted: n P. Requester: Q Ph ne No: P j ct: Ty Approved per applicable codes. � Corrections required prior to approval. COMMENTS: 1 I i ...te __._. r 00 REINSPECTION EE REQUIRED. P or to inspection, fee must be at 6300 Southcente Blvd., Suite 10 . Call to schedule reinspection. R4cp fpt No.: Date: Z H JU 0 Cl) a W= J 1... W 0 U-Q co = Cy �.., W ` Z H ' HO W ~ W U� ON D H W LL Z !11 co o'' Z t ,i �! to ; r a t , 4 •,..,., INSPECTION RECORD bo Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION `r 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -367U( r Pr Typ of Inspecti on L 5 5 Date Ca led: .- Special Instructions: II Date Wanted: a.m. m . Requester: Phone No: Approved per applicable codes. O Corrections required prior to appr ,�I. . COMMENTS: Receipt No.: Date: Inspector: Date: $58.00 REINSPECTIO EE REQUIRED. Prior to inspection, fee must be Paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. t �W Z � W 3U UO J = N LL WO 2 QQ LLQ co d = W H ' ?H O W ~ �O U CO) W H �O 111 Z co F- 3: O Z INSPECTION RECORD Retain a copy with permit raS INSPECTION NO. PERMIT NO. AA- CITY OF TUKWILA BUILDING DIVISION no 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-36T7 PM�t' S Type qff inspection: vo PL� Address: A D M11WM9f ISOefial .- ate CallecT s- w h I b- Instructions: ����� / ?�y � ( �� Yv`� t aU��. Date Wanted: 5 a.m. 0. Cps Requester: .. Ph N 77- I Receipt No.: ate: -1 Z W JU 00 cf) a CO W LU x -J IZZ S2 LL W O LL cf) CY LU Z 0 W �- LLJ LU 5 0 CO) ,0— O H , W W u- z CO Z paid at 6300 Southcenter Blvd., Suite 100. Call to s reinspectio INSPECTION RECORD Retain a copy with permit �-a INSPECTION NO. / P RMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -36 r"qnp No Fl Approved per applicable codes. orrections required prior to approval. COMMENTS: a .... Mc , 1. Inspect O J / - ,/ '# � Date: /a te , i M $58.08 - REINSPECTION FEE REQUIRED. Prior to inspection, fee must be Receipt No.: Date: Z iH Z � 4 W W JU UO 0 W N W WO LLQ =a F. W Z� WO W U� 0- - WW �� �O LLi Z U H H. O Z -bot i y f Insp ctio : c pAddress W—dW < a�e Called: of t qlo'� cial Instructions: /) C A � � y� - CW Date Wante k )Db65� I ( .m. p.m Requester: 31/1 -�_ � �' - . — I M $58.08 - REINSPECTION FEE REQUIRED. Prior to inspection, fee must be Receipt No.: Date: Z iH Z � 4 W W JU UO 0 W N W WO LLQ =a F. W Z� WO W U� 0- - WW �� �O LLi Z U H H. O Z } 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 Pr j Type o spection: / ,L 1 Ad ss: Date Called: 5pecial Instructions: Date Wanted: - -- 7 2 5 :m. �! RequesterC�� Ph e No* 5— 7 t 7 `� t �/ FM Corrections required prior to approval. laq COMMENTS: i b F1 $58.00 REINSPECT!PN FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Z �Z W IX aa� JU UO Co U V) LLJ J = F- �U- W O. g U. Q U) :3 = W Z� F- O W ~ W U� co a H W W LL Z L!J U= O Z INSPECTION RECORD i Retain a copy with permit INSPECTION NO. PERMIT NO. \ Q I CITY OF TUKWILA BUILDING DIVISION ; 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 ' Project• TyMofspection Add Called: Special Instructions: �, ate anted: a. m. Requester* 7n 1. ,i I I Approved per applicable codes. 17Corrections required prior to aoorovgg Receipt No.: Date: Z i� Z W QQ� JU v O 0 W C0 U W O LL Q _ W Z 1 �— O W ~ W �O O - OH WW U LL — 0 •. Z W CO) O ~' Z I paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. INSPECTION RECORD Retain a copy with permit IN ION NO. PER CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Pr iect• Z7� Typtec ion: A � � � � Date j Special Instructions: Date Wanted: O p.m. Requester: • ��� Phone Approved per applicable codes. Corrections required prior to approval. Ins t r: oat �Z vS ( $58.00 REINSPEC ION FEE REQUIR . Prior to inspection, fee must be paid at 6300 Sou center Blvd., 5 to 100. Call to sechedule reinspection. eceipt No.: Date: Z � W Q � JU UO CO o . CO) LU J H CO) W w a - U- � = W Z W O �5 U� O N o� W W' HF LL O id Z U= O~ Z t INSPECTION 'RECORD Retain a copy with permit r �S 7 INSPECTION NO. PER CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 r rn ype of Inspecttig,n: AJ JR � 14D e Called: I Special long: ,, � 0 rig �I `�V��r 1ab /awlo C " ` � �1 O o 0 P � to Wanted: a. 2 o� p.m. Requester: - P 6 e No: I— j v %., r f ♦ pproved per applicable codes. ff Corrections required prior to approval. COMMENTS: ��t ��ecA C L' ili=4� 'I %t= Y k +r� $58.00 REINSPECTION FEE RE( paid at 6300 Southcenter Blvd.; . Prior to inspection, fee must be [M,: (to �echedule reinspection. Z yy W 5 IL i UO CO o . co W= J CO LL WO UQ �D = W Z 3: Z DO U 0 c DH W W f U 60 Z co O Z INSPECTION RECORD �} R i; etain a copy with permit pv f � INSPECTION N0. PER O. CITY OF TUKWILA BUILDING DIVISION ' 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 X Approved per applicable codes. Corrections required prior to approval Pr ' ct: Type of Inspection I A dr s GU/fd ; ate Called: Spedial In�sttru s: �O n t D� ` Date Wanted: P.M. Requester: Ph9pe o: COMMENTS: U r Y I J` ' Sv1 Zl<-- On P t A-4z4o n r 4 c` <1� Inspector: / Date: $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: t �k { Z '~ W UO N o, to 11i W = N LL WO �Q = a �W ZF- H O W H W U� O N o1-- W H �. L L . W z UN H H O Z INSPECTION RECORD Retain a copy with permit v "z INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Project: Type of Inspection: / I Addr s: ,_ � Date Called: Special Instructions: U /y L� �/ / '�,/ Date Wanted: /I Q atm. p.m. Requester: Phone No: El Corrections required prior to approval. ❑Approved per applicable codes. COMMENTS: v � b7 P . $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Z ' ~ Q W JU UO N ca W J 1 Co U- WO LLQ Nd = W H Z f.. HO W 5 U� N 0 1-- WW H� 111 Z U= O Z I NSPECTION AECORD � +��� Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Project: Type of Inspection: 11 1 , Address: � Z� Date Called: Special Instructions: 6 I Date Wanted: a.m. p.m. Requester: Phone No: a Approved per applicable codes. El Corrections required prior to approval. • 11 1 , I / _ o .5�. SJ►.:tit L� �..� I � �r- �� W111 I $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Z Z W. JU UO N U) TU W O LL Q' N :3 = �W Z H H O W ~ W L) O N OH WW 3:U U" O Z co O Z ..- , .•5 . INSPECTION RECORD D��,^ZS7 Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 a Approved per applicable codes. Corrections required prior to approval lJ" Project l Type of Inspection: Ad'r Date Called: � ?J Special Instructions: Date Wanted: a.m. i �' p.m. Reques er: Phone No: Inspector: ' 1 Date: /6 L $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspectio Receipt No.. Date: Z Z �W JU UO (0 J � CO) LL WO �-.1 LL Q N d = W ZF F- O W ~ W U� CO) 0 F- W LL —0 lil Z. U CO) O Z 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 Project: Min Deyelo�me of Inspection: 5 D Address: m P X � s - Date Called: 1-17-0-7 Special Instructions: 0� 5,D, 13821 Date Wanted: a. - Requester: Phone No: 425 - 8 6� Approved per applicable codes. Corrections required prior to approval. COMMENTS: 1 ,h �P)A ut o 0 _ALfi b(Al f; Inspector: IDate: $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedute reinspection I Receipt No.: Date: V'W AA j Z Z W 00 N CO) W LLJ LL 0 . 2� 9_1 U_ W 0 W H W LLJ 5: CO) �0- o ff W L11 Z.) U_ .. z W (r) 0 Z Proj c : J>61e Type of Inspection: Address: 4 I SpelcFal Date Called: U d /���� Instructio s: Date Wanted: a.m Requester: 1 l i U T / C l Phone No: / • 1 / L i 1 M MW 0 EMMA=! WX � I z z �W QQ� JU vo CO �o J = CO) LL W L L CO) _ CY �W Z� �o z F- �= U� 0 H CO wW F- F LL o . z. w CO O I— z Project Type of Inspection: � tih Address: v �t�`P.GL�C� -�... Date Called: C . IZ' J �6 Special Instructions: ate Wanted: Z a. M. U� d ' p.m. Requester: S r -l r ., Phone No: . COMMENTS: iAA T L, P ( 6\,,,, �U _ v ► N C C l d ' Z �2 WV UO NO J H N U. WO 9_j LL a N� = �W Z F- F- O W ~ W U� O- a �. W W LL w Z CO) O Z INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3670 P r 0j P ' L Type of Inspection: CA4/L- Al ess: ?Y,?,7 Date Called: V 5. Special Instructions: Af Date Wanted: a M. lZ 46 p M. Requester* ZIA Phone No: 2-13 %!2 Fl Approved per applicable codes. Corrections required prior to approval COMMENTS: C^ 6 �7112,10 6 &!$CA Inspector: Date: $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be p aid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: — Date: Z 00 CO C3 0 111 W f x J — CO U. W U. < a LU Z 0 z �- W :5 Cl) 0 W !6 ij z 5 Cl) P H: 0 �z 7 777 7' r. INSP ECTION -RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. —CITY OF TUKWILA BUILDING DIVISION e 6300 Southc nter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Pro M Type of Inspection: Address 1 2- - 1 Date Called: l Sp ecial Instruction's: Date Wanted: a.m. p.m. Requester: s Phone No: Approved per applicable codes. Corrections required prior to approval. 1COMMENTS: Inspector: Date: - �/. L � /`��� $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call. to sechedule reinspection. Receipt No.: ate: tt Z Z. Uj C.)0 Cl) CO) UJ CO) U. WO LL Cj) a W 0 W �- LLI LLj 5 V) 0-1 .0 1.- W W U. 0 z Z .... .. ..... . ...... 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 FrojecV. (MA Type of Inspection: Addeess: ?") Date Called: Special Instructions: Date Wanted: a'M. Requester Phone No: Approved per applicable codes. a Correction's i req u i red prior to approval. �COMMENTS: RM 1111=0 AM I Inspector: 6.61 Da te : 7 1 I Receipt No.: F-1 $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. �z c QQ JU 00 CO) CO) LLI W LL 0 LL < Cl) =) C11 UJI Z W Ul 5 0- Q W W 3: Z� W C0 0117 Z 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 Pr eck. Type of-Inspection: SSD Address: Hr r Date Called: e-- ZD to Special Date Wanted: f a.m. p.m. Requester: Phone No: ❑ Approved per applicable codes. Corrections required prior to approval. 1 COMMENTS: Inspecto Date: LW b - 1 r $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspect! on. Receipt No.: Date: Z Z W JU 0 Co 0 C0 W W J C0 LL W 13-¢ a W F- 0 Z F- W UJ C0 0 — 0 I.- W W F- 0, F- 1-- 0 z U O Z 0 INSPECTION RECORD Retain a copy with permit Duq '2-S INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3670 Phone No: F�App per applicable codes. Corrections required prior to approval. Project: Project: CW Type of Inspection: WdAAAM ki Date Called: - 7 L-3 16 b Speiqgl Instructions: Date wanted: a. m. p.m. Reque"er: I Inspector: 6AJ 1 1 Date: 2124 LV6 -- I $58.00 REINSPECTION FEE.REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: Z Z LLJ JU 00 (/)a V) W, W J CO) LL WO 2� 9 -J LL CO) LLI Z O. I-- UJ LLJ 5 CO) W W 3:0 u6 0 - - z LLI U) L) — z M INSPE CTION RECORD Retain a copy with permit INSPECTION NO. PE RMIT NO. -7 CITY OF T,UKWILA BUILDING DIVISION -Souihcenter Blvd., #100, Tukwila, WA 98188 -6300 (206)431 -3670 Projecj;el 116-,AA Type of inspection Address:. 12,121 �A4KOAV(-% Date Called: - 71 1 ZL�2 Special Instructions: Date Wanted: a. M. P.M. ReqjLest r LCD FM /0 g- o Phone No: Zf4 767 2- (,( R wrovecl per applicable codes. Corrections required prior to approval. Inspector: Date $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to secheclute reinspection. teceipt No.: Z Z ILI 0 0 (/)13 CO) W LLJ 3: -J l.- CO) LL W 2� In U. U) W X LIJ U j: 5. C0 13 F- WW 3: (-), ir- LL. 10- 0 z W (1) Z INSPECTION RECORD Retain a copy with permit �� S INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188- (206)431 -3670 Project Type of Inspection: s Address: 13 4 Date Called: 5 - /I/ Special Instructions: Date Wanted: J a.m. ) ( ! p.m. Requester: Phone o: 2' 26d:� Mal Approved per applicable codes. Corrections required prior to approval. COMMENTS: C Inspector: Date: $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: .,.fir_ ��',iJIM ✓SSRJ.;�i L r M}.h :' "�;M. liT'� <Kp '� 11.�: o-4 �; _ .....w� 7� Z 2� � W �a. C V UO N 0 C0 W W = H C0 L WO LL Q N� = �W 2 Ir- O Z H W W U N 0 I-- W LL O W Z O Z P3" .2.. f ..^4n.I 1 e.t.. r: _.t.�_t.,.rr_.._� w.. ........,.., .. _.. .....�_.- ..._.._.. _... .... .. ... .... I INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Pr jest: Type of Inspection: Addr s: /3 xZ? fvP� Date Called: Special Instructions: Date Wanted: a.m. p.m. Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. LA Inspector: Date: i li ZZ v $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection, Receipt No.: Date: Z Z ' ~ v W Il' �U cU 0 c?) (13 LLI J = H CO) U. WO 9 -1 LL S2d = W z� 1-- O Z H W �p U O �. OH WW �_. U �o Z CO 0 H O Z I� N NNIA NM am Env / .- Inspector: Date: i li ZZ v $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection, Receipt No.: Date: Z Z ' ~ v W Il' �U cU 0 c?) (13 LLI J = H CO) U. WO 9 -1 LL S2d = W z� 1-- O Z H W �p U O �. OH WW �_. U �o Z CO 0 H O Z �tY1. 3 +,�.�tfr "+ac? IY �'+ �� a .. „y,._t.' � { INSPECTION RECORD a' Retain a copy with permit �y � INSPECTION NO. PERMIT N0. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 �Y s ProX i ' I de -C Type of Inspection: Address: �v7 �C0WC/r► l-S Date Called: v� Special Instructions: t l' n e '( .IOSz"W Date Wanted: a.m. o-- c 6 p. Phone No: / 9 / E] Approved per applicable codes. 1:1 Corrections required prior to approval. COMMENTS: � - �. y � Inspector: Date: � / f G / — 1 { J I(G? I Receipt No.: Date: $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Z Ii..: i ~ N W M W UO Co o- J = N L W O J U. _° �. W Z H I— O Z H III W Ucl O- o F- W F- F LL' O W 2 U CO) 1= � O z INSPECTION RECORD Retain a copy with permit J)0 r INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., *100, Tukwila, WA 98188 (206)431-3670 Project: Type of Inspection: Aaaress: 10�) Os Date Called: - 0 0 6d /(-)-5 Special In structions: N O S (f Date Wanted: / a. m. k A -.1 / 0 Requester Phone W 2 5 / Z 4 - 7 ef 7 ❑ F Approved per applicable codes. Corrections required prior to approval. ,COMMENTS: RMN Inspector: Date: I Receipt No.. _ JDate: , I r $58.00 REINSIPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedute reinspection. z Z W li J C.) 00 (1) 0 (0 W W J S2 LL W O U. a: W z l'- 0 z 1-- W LU 5 0 — WW 0 ed z 0 z INSPECTION RECORD DD-Z 5 7 Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 i Approved per applicable codes. Corrections required prior to approval. COMMENTS: C Project: Khan Re,. Type of Inspection: Address: 1 3 21 Macad0m Rd S Date Called: - 05 Special Instructions: W111 C. q 1 y)e Date Wanted: 7 a.m. Requester: �Xk Phone No' *5 7 ( �,'qOb Inspector: ; Date: H$58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must bE paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspectii Receipt No.: Date: f f. z W ¢ � ¢ 2 JU U N �_ H N LL WO LL NCY �W ?F- ZO W U N C3 E- W H� z U =. z INSPECTION RECORD INSPECTION NO. lRetain a copy with permit PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3670 Project:// K )<(4x Type of Inspection: g fDa Date Called: Special Instructions: Date Wanted: a.m. p.m. Requester: Phone No: Fl Approved per applicable codes. Corrections required prior to approval. I Inspector: Date: 1 $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be )aid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspectio I Receipt No.: I Date: I Z Z LLI J Q 0 0 (00 C0 W W 3: J H S2 IJL w LL CO m a UJ l'- 0 Z l'- LLJ LLI 10 O N � LLI LL 0 til Z. CO 0 z -`8 INSPECTION RECORD DO'f- 2 5 Retain a copy with permit INSPECTION NO. 10AAW PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3670 Project: Re--S. - j�.. Type.of !nspecti n: -s-e- P�itjr le/ C)0 or) 1, I-an e—, lr) e Address: Date Called:J Special Instructions: ,; )4q Date Wante& -2 P 2- - 05' Requester: 6MX h Phone No: e2 /I Inspector: Date: U� WIWW W&TU., JUILIU I%PLI. A-U%% W J Receipt No.: Date: A z Z W U U 0 Cf) CO) W U. WO LL to :D y CY F UJ z 3: 16- 1-- 0 W ~ LU 5 13 CO) W W 3: I-- 0 lii z X 0 Z INSPECTION RECORD .p Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Pro'e Type of Inspection: P C�US Uf�. Address: � I7�1 <G. , Date Called: U5 Special Instructions: �.ne �.last�;re � ✓l•� Date Wanted: � Requester: S LA KL �►�nt 1 - 1 •�� p'n - 3,uv0� Phone No: �5- •7GG -�'8G Approved per applicable codes. Corrections required prior to approval. VL COMMENTS: Inspector: Date: Receipt No.: Date: $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reirispection. `tr[ ° ).4� .it1li 1!.9•c5'G..,'Y. h P .y4u�•xY „i,, ..3. . ;...i:, v. . C ? ' �t' s�i�` =a- �a.:.�wl� ✓�f.�yy� .�.3.� "" ._._�•... ..(�. �'•�y .•�'�Nt lr:$4t_��,w : � . .�... .r ... .. . 4' Z �Z �QQ W W� UO N0. W = CO) U- w La N d = W ? H WO W U� o�- W W. o LL 111 Z U N H� O Z 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 Proj t: Type of Inspection: Address: �}y� ( t �/t Date Called: Special Instructions: Date Wanted: a.m. p.m. Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: Inspector: Date: v 15 �.5� Receipt No.: Date: $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. 'i Z �Z �W I � . JU UO (D o J 12 LL W O u_ Nd = W H Z F- F- O Z H W 5` U� O N C) !-- W W. H V tL 0 llt to U =. O Z 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 Projec Type of Inspection: Address: Date Called: - �g 2-1 Zhl Special Instructions: Date Wanted: a. m. 7Lo:� P .M. "Of 1 0 Request /4 lq Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: IN 2- Cl dvL� j/ 7 11, 1AIJIV aZ 4C f Inspector: Date: - 1 F $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: 40 Z Z M ILLI 00 NO C0 LLI LLI 1: ,D LL w 0 2 � 9-1 LL CY W Z I– 0 W �– W U J 5 co .0— 0 �– WW �X U- Z WCO Z Ir Ir INSPECTION RECORD Retain a copy with permit O — ZS INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Projecth Type of Inspection: Address: Date Called: Special Instructions: Date Wanted: , P Requester: U j J ' ��• Phone No: Z. 7v- ❑ Approved per applicable codes. Corrections required prior to approval. 1 COMMENTS: Inspector: � 1 Date: Receipt No.: Date: ❑ $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 41 Z UO Cl) 1 W I F = 52 LL WO LL N� T F- W Z = I— O Z t—. W W U� o � OH WW LL O . Z . W U= OH Z s INSPECTION RECORD Retain a copy with perm't INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Proj c Type of Inspection: Ad res : Date Called: Special Instructions: Date Wanted: a.m P.M. Approved per applicable codes. Corrections required prior to approval. w COMMENTS: 1AA- 12 t a 12 G 74 � � ) f o � U' w v 4 6A4-, I& ad C 5 g 9�t 69t -- UL Inspector: Date: '. v $47.00 REINSPECTION FEE REQUIRED. Prior to Inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. f Receipt No.: Date: j I j 1r; 2 :.`Yy:•..e�;:', 1��:. !±-, 1 .. E' s n,• rn .. sti? j nN. E Q * �: ru,: 1 1.. . t' : i.'�7..i�:�::5.`'fa:.,t': '.:,i,. , . ::. . / Requester: Y -) Phone No: 13 Z Z �W f � JU UO N a J = H. WO U. = W r Z iP- ' 1- O W �p U F- UJI UJ. H� �" O W U CO) O ' ~ z O ' ~ z 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 h� Project: K han Re Type of Inspection:� Address: L3827 Mctca:6m �d Date Called: 5-1 8 , 05 Special Instructions: Date Wanted: � a.m. -5 " 1 cl — W C p.m. Requester: 5kyl Phone No: 425- t370- b�do rr I' Inspector: ,r Ai Date: g/ J Receipt No.: 7 : F] $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. z H W 0. UO N J = 0 L W 9� LL � = W W° W co U� 0 F- W w. LL Ill z o� z A INSPECTION RECORD u Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Projec Type of Inspection: Address: I z.7 Date Called: 4� zLl o Spe ial Instructions: J Phone Date Wanted: a.m. Z p.m. Requester: . No: ❑ Approved per applicable codes. O Corrections required prior to approval. / ..L / 0 N !N." WA.WE WE=- ��� I Inspector: Date: 6 � v Receipt No.: Date: F] $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. t I 1. 1 ! j. I i � .'!1".rt.".Sw'.. A.f'YIIN +�uSh•�'kii k�..^t }.�l�i t���';'�a �!x3i:.'iM�Iw ntl...a..+,ii.Y.. �., Z IZ IX W IX UO Cl) 0 J � CO LL W O La N� =d W Z H H O Z H U� O� �H W W H �O Z U= O Z �u INSPECTION RECORD Zs Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Project: Type of Inspection: Address: 7 3 K Date Called: Special Instructions: Date Wanted: a.m. p.m. Requester: Phone No: Approved per applicable codes. 11 Corrections required prior to approval. Inspector: 1 Date: 12- $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: IN Z I z �— W WV 00 Co (3 J = N LL W O LL Q N� FW Z �- O W I— W U O � 0 F- W UJ H ll! Z U= O Z WA i' NEAR Inspector: 1 Date: 12- $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: IN Z I z �— W WV 00 Co (3 J = N LL W O LL Q N� FW Z �- O W I— W U O � 0 F- W UJ H ll! Z U= O Z INSPECTION RECORD Ott Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 { Project: ` �� / J / Type of Inspection�� Address: a-7 , Date Called:: oYd� /oS' Special Instructions: _ U_ /" JeM / a Date Wanted: a. m. Requester L � Phone No: a5 g 70_ 6 C/O Approved per applicable codes. Corrections required prior to approval. 1 .r ff i I- Inspector: 6 Date: 0 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must bi paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspectior Receipt No.: Date: /I � 'M:H'�i'+r • YI�i�L '"-- Z W q � UO tea CO W CO lL, w UQ C0 d H =. ?P Z 0 W �5 0 W W. U_ O ui z U CO) O Z Pr ' � 1 Type of Inspection: L A Address I� 17 �^ t+� At( l it , �. Date Called: Y Special Instructions: Date Wanted: a.m. p.m. Requester: Phone No: • 2I a 'W WI A Q1 1 , ' J �Illls�ialj� Z �Z � W QQ � JU UO in 0 CO w J = CO LL W O � LL Q = �W Z H I— O W ~ W U� O -. o�- W LL O w Z UN H� O Z 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 ti� 1N P ,. 1` ' SV S Pro'e t Type of Inspection: Address: caves Date Called: Special Instructions: Date Wanted: a.m. p.m. Requester: Phone No: Approved per applicable codes. FI Corrections required prior to approval. i� 0 i u P it I 4V 1 Inspector: Date: �z 4 j Receipt No.: Date: $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Z " W iz C 00 Co 0 CO) f- N LL . W O }} �J LL j 4=— _ ? H Z 0. W U O- .0 H W LU H �, LL O id U CO Z INSPECTION RECORD INSPECTION NO. lRetain a copy with permit PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., *100, Tukwila, WA 98188 (206)431-3670 Prompt Type of Inspection: LA Address: Of 4C'*'0x X4 1b / Date Called: Special Instructions: Date Wanted: a.m. p.m. Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. I �COMMENTS: II�� riff a WA S MM% wil I � NFIAW f I Inspector: f, ` 7 �z - 7" / 5 - I I Receipt No.: Dat e: 7 F-1 $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. z SZ 00 (0 Cl Wx !2LL. LLI co) I .- W z T- F- 0 5 co ) 0— o ff WW LL --z W CO) 0 Z I INSPECTION RECORD n ��' -2- 5-7 Retain a copy with permit U INSPECTION N0. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Project* Type of Inspection: Address: � , �� Date Called: Special Instructions: Date Wanted: a.m. p.m. Requester: Phone No: E] Corrections required prior to approval. `F� Approved per applicable codes C ♦.'. Lam' i .'.ic /7 1 F O. W MAM M �.►_ . .A PA. c �� L 1 11Wa/ � i $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Z Z �W QQ � JU tU 0 N U) LLJ J = S2 U_ w 9Ei LL Q CO CY �W Z F- E_ O W F_ 5 U0 ON .0 t_ WW Z H �. LL l!J Z N Ih- � z a INSPECTION RECORD Retain a copy with permit v� 7 INSPECTION NO. PERMIT N0. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Projm Type of Inspection: Address: Z7 Date Called: Special Instructions: Date Wanted: a.m. p.m. Requester: Phone No: I Approved per applicable codes. F1 Corrections required prior to approval. $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Z I '~ W 00 CO co W J H NLL wo J LL co = W F- _ Z �. z0 W �p U O - WW H �. LL ti! Z. Cl) O Z INSPECTION RECORD , ! 7 Retain a copy with permit U INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION I 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 ;. Approved per applicable codes. Corrections required prior to approval. COMMENTS: s a. vim" o 7J r G, TT 4 � A (467 -- Y4641 W2 /�U& D 44 Inspector: Date: $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Cali to schedule reinspection. Receipt No.: Date: i • u. dpi =L��51S`.s?c: �." y "iS'•itti's r. �:.r++:.L,'�'r'.a.�'Ss�„ �?n::sr. <a.. : ' -911111 1 11 1 1 11 1 1111 1 M Project: T Type of Inspection: Address: D Date Called: Spec Instructions: D Date Wanted: a.m. p.m. Requester: Phone No: H WW �U �O �Z U= O Z A INSPECTION RECORD Retain a copy with permit�� INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION Lod )y 9 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 1, I i Project• Type of Inspection: Approved per applicable codes. Corrections required prior to approval. A ;a C OMMENTS - � / = . _ , 6 Inspector: Date: Z I U $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Z �Z '~ W JU UO W = �U- WO LQ N� =C1 �W Z� Zo W 5 U� ON o I— W W H � LL W Z U= O~ Z ZIA Address: n Z 7 M rr4.0 P Date Called: O S 2 d S cia Instructions: Date Wanted: a.m. p.m. Requester: Phone No: C OMMENTS - � / = . _ , 6 Inspector: Date: Z I U $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Z �Z '~ W JU UO W = �U- WO LQ N� =C1 �W Z� Zo W 5 U� ON o I— W W H � LL W Z U= O~ Z G� Type o Inspe�tion: INSPECTION NO. INSPECTION RECORD 25 S" Retain a copy with permit PERMIT NO. CITY OF TUKWILA BUILDING DIVISION Date Called: 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Date Wanted: ` Projec p dNS . p.m. G� Type o Inspe�tion: Addr ss: Date Called: Special Instructions: xe;e a�,( dw C(J1VT1<-)1 ! 40'A.(1'(X.L Date Wanted: ` a.m. p dNS . p.m. J r -^rrn A 1 Req u / ` Phone No: ' VVVIC 1 J 7 ,� �- -� r —Y N "-xx `k� `� ❑ Approved per applicable codes. Corrections required prior to approval. P� COMMENTS; xe;e a�,( dw C(J1VT1<-)1 ! 40'A.(1'(X.L p dNS . J r -^rrn A 1 VVVIC 1 J 7 ,� �- -� r —Y N "-xx `k� V ' �E - C/` Wks �:1it /� r Inspector: 6\/ I Date: Z/r V Receipt No.: Date: $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Z �_- Z 0 Co 0 J = S2 U- WO L L N = W H Z }- ZO W U J �O U 0 F- W UJ H L). LLI Z U= ON Z INSPECTION RECORD ,0a %- 0S2 Retain a copy with permit INSPECTION NUMBER PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East. Tukwila. Wa. 991 RR ?nF - 575 -44n7 Project: Type of Ins a ion: / /� r nG l Address: 1,?4 ?2 -7 , j �� X Contact Person: Suite #: Pre -Fire: Special Instructions: Phone No.: Approved per applicable codes. FI Corrections required prior to approval. COMMENTS: � 7 Needs Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: r/ Date: �f 7 Hrs.: $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from ity of Tukwila Finance Department. Call to schedule a reinspection. Word /Inspection Record Form.Doc 1/13/06 T.F.D. Form F.P. 113 z i� '~ w U (00 co W J � DtL ua 0 U. = a �w Z H F- O z F— W W U ON o H- W H~ LL O .. z W U= O z INSPECTION RECORD 1 >oy - 2--5 �7 Retain a copy with permit INSPECTION NUMBER PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East. Tukwila. Wa. 98188 206 - 575 -4407 Project: Type of Inspection: JM,(CL� �2 Address: /3$2 /yJ��q- py�- j1�,�� Contact Person: Suite #: Pre -Fire: Special Instructions: Phone No.: Fl Approved per applicable codes. `` Corrections required prior to approval. COMMENTS: --- Z heec{ -C ! o vv 4- 1 nnl rr ,, Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: ncy Type: Inspector: �.�, h, 1Z I Date: Hrs.: c' ❑ $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 z Z �w Q � WU U (n o co W J = TLL W U- Q = �w z �O z �- w LLI U� O N QH WW H� LL O W z co O z f Wit' .c LUCIA ENGINEERING INC. JUZA valley Jtreet Seattle, Washington 98109 Phone: 206.790.8039 Facsimile: 206.237 -3500 AIA Contracting 305 North First Avenue Kent, Washington 98032 Attention: Sukh Sandhu Reference: 13821 & 13827 MacDam Road Tukwilla , Washington 98031 Sukh, clry' OP -rUED L,q F EB 2 3 7011 "�OAQ r utiv i f , I have completed my review of the framing at this site. The issues presented to me were as follows: Framing of stairway landing — Lower level into garage Framing of TJI floor joist and support of overhang areas Use of 8d Nails on TJI hangers Framing of stairwa landing Lower level into garage After review of the framing at the stairway landing, and the inclusion of an added 2x6 ledger, the framing at the landing is adequate and no further work is required. The added 2x6 ledger was needed, the framing as installed was not adequate without this additional support. No additional work is needed. Framing of TJI floor joist and support of overhang areas Two TJI floor joist are to be added to the framing to help support the overhang area. The existing two cantilevered TJI floor joists on each side of the overhang window area are capable of supporting the full loads of the two stories of overhang, however after reviewing the existing framing at this location, it is my opinion that an additional floor joist should be placed on each side of the lower window under the cripples supporting the window header. These two added floor joist should be of the same material as the existing TJI floor joists. They should extend into the garage area at least 3 feet. November 25, 2005 z W D UO U) o J = f-. CO I w 0 U . CO = d �w Z �0 z �-- w LU �o U 0� o� w U u. O w z v� 0� z J E; 7 1� Y Use of 8d Nails on TJI hangers While the use of 8d nails is not per the TJI hanger bracket manufacturer's recommendations, the 8d nails as installed do provide more shear support that the allowable load for the TJI hanger brackets. Therefore the framing as installed is acceptable. Please give me a call if you have any questions. anks Joe Lucia, P.E. M L 23314 1 ST S ` S /4NAL EXPIRES: / -3Q -10 7 z '~ w It J U' UO N LU J CO) u. w O' �Q = d: Z� W Ljj Dp 0 CO O- D I--. WW H �. LL O W Z H Z TECHNICAL INFORMATION REPORT REVISION NO,� be ( 'sS REVIEWED FOR CODE COMPLIANCE APPR ED Khan Property Project RECEIVED Macadam Road South ^ITYr)FT,iKWIiA Tukwila, WA 98168 OCT 2 6 20 04 PERMIT CENTER FZ NOV - 9 2004 �i�Y 0� r ilk GC ~ G ENG November 10, 2003 Revised October 26, 2004 Our Job No. 11217 c " /STER� �S3 /ONAL ENG�r� 1S J EXPIRES; 6 / 10 — J 5 7 - 7 CIVIL ENGINEERING, LAND PLANNING, SURVEYING, ENVIRONMENTAL SERVICES 18215 72ND AVENUE SOUTH, KENT WA 98032 • (425) 251 -6222 • (425) 251 -8782 FAX www.barghausen.com ---R f0 r: American Canadian Real Estate, Inc. P.O: BOX 328C'�r ^►?s. Kent, WA 98032 z �W WV UO 0 W= H N LL W O J LL Q N �. _ CY W� w U� o1- W U. O' . z . W U= O z r 4.0 FLOW CONTROL AND WATER QUALITY FACILITY ANALYSIS AND DESIGN 4.1 Existing Site Hydrology The site is currently mostly undeveloped, and the storm water runoff from the site drains into an existing roadside ditch storm drainage system as described earlier. The upstream drainage basin consists of sheet flows from undeveloped forested land to the west of the project property. The properties to the north and south both drain to the roadside ditch along Macadam Road South in a similar manner to the project property. Macadam Road } South bounds the eastern edge of the property. There are no offsite streams or channeled flows entering the project property. x 4.2 Developed Site Hydrology The proposal for this property is to construct a private access drive and three new single - family residences. This will include installing a new catch basin and conveyance system with Type 1 Catch Basins and 12- inch - diameter pipe. The conveyance pipes will be routed to a flow control and stormwater detention facility as shown on the design plans. As determined by the City of Tukwila's design standards, detention is required for this project because the new construction will add more than 6,000 square feet of new impervious surfaces. The proposal is to install a detention vault sized to meet Level 1 Flow Control as outlined in the 1998 King County, Washington Surface Water Design Manual. The vault, in turn, will discharge directly into the existing roadside ditch system. -. 4.3 Performance Standards As described above, detention meeting the requirements of the 1998 King County, Washington Surface Water Design Manual is required for this project. A detention vault sized to meet Level 1 Flow Control is being proposed on this facility. 4.4 Flow Control System As mentioned above, flow control/detention will meet King County's Storm Drainage Manual requirements for Level 1 Flow Control. 4.5 Water Quality System Water quality treatment is not required for this project site because it meets the criteria for the Surface Area Exemption from Core Requirement No. 8 in the 1998 King County, Washington Surface Water Design Manual. The total PGIS area in the developed state will be 3,930 square feet (< 5,000 square feet per KCSWDM), and the total parcel area is 0.382 acres (< 1 acre per KCSWDM). 11217.001.doe [HPG /tep] Z LL.w D UO 00 J �- CO) L w U. U) D = C7 �w z F- t— O Z h- w w VD O- 0 F-. wW �O ui Z CO) O Z r i' fte c opr A2B STRVCTURAL ENGINEERING CODES 2003 IBC . 1 1105 Jesse L Binford, PE Snow 21322 47TH Ave E. psf Spanaway, WA. 98387 253.846.2005 SIRW771RAL CALCl/LAROW FOR 11 C l�� ��J (47 PROJECT NAME Khan Residence Lot Two Story Plus Basement LOCATION Tukwila Washingt RD FOR ; 2 A OPLIANCE CLIENT Ronhovde Arc hitects ''VED Exp NOV -- 3 2004 47.480. DATE 1- Oct -04 PROJECT No. 04~06 ;u=b Clty Of Tukwila 501L DATA JVRISDICTION City of Tukwila BUILOI D IVISION VERTICAL LOADS Snow 25 psf LATERAL LOADS Wind 85 mph -3 second gust B Exp Seismic 47.480. Latitude - 122.280 Longitude 501L DATA REPORT No. N/A " by Assumed as Allowed by Code Soil Bearing 2000 psf EFP, Vnrestrained 50 psf Unrestrained & Drained 35 psf Restrained 80 psf Restrained & Drained 55 psf I D04257 CORRECTION LTR# RECEM CITY OF TUKWILA 0 C 10 8 2004 PERMIT CENTER + Z 11 ~' W JU UO U) a ! J H N LL W O. U . cr) a H= Z� O. W ~ W U� o OH = U H� ..z co O Z 42B Structural Engineering Date 10/0176i -•- Jesse L Binford, PE )roject Name Khan Residence Lot 2 Two Story Plus Basement Project No -•- 04--06 LOAD COMPUTA 77ONS V, 6 ROOF LOADS DEAD Shingles Asphalt 2.5 ps f Z Sheeting — 7/16 "o5b 2 psf Joists PE Trusses 3 psf U Ceiling - 5/8 "gwb 2. psf o 7 Mech /Elect 1 psf w = Misc/Insul'n 1 Psf -J F- Total 12 psf S2 LL 0 SNOW 5 No Reduction for Slope 25 psf U TOTAL ROOF LOADS �w Z H Dead + Snow 37 ps ZO FLOOR LOADS DEAD D Q Flooring ^- 3.5 psf p H Sheeting ^- 3/4" T&G 3 psf w w - .Joists — 11 - 7/8" TJI @ 16 "o /c 2 psf I=- U Ceiling — 5/8" GWB 2.5 psf p I Mech /Elect 2 psf - ui N Misc/Insul'n 2 sf U = Total 15 psf Z F i LIVE Category -r Residential 40 ps i TOTAL FLOOR LOADS Dead + Live (Typ) 55 ps i WALL LOADS DEAD Fa4ade — Wood Siding 3 ps i Sheeting — 7/16 "osb 2 psf Studs -� EXTERIOR Finish 2x6 5/8 "gwb 2 psf 2.5 psf Mech /Elect 1.5 psf n '' Misc/Insul'n 1 p i Total 12 ps �7� Z r' LOCATION 47.48 Lat. - 122.28 Long. The interpolated Probabilistic ground motion values, in fig, at the requested point are: 10%PE in 50 yr 2 %PE in 50 yr PGA 33.14 65.32 0.2 sec SA 72.88 146.90 1.0 sec SA 24.03 50.51 f - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - PROJECT INFO: Home Pige SEISM HAZARD: Hazard by Lat Un. 2002 s http:// eqint .cr.usgs.gov /eq /cgi- bin/find -U- 2002- interp.cgi 7I5 10/1/2004 Z ~' Z �W QQ � UO J LU CO W W O LL Q. N co F" _: r Z O; ZP 2 � U � OL C) H. WW LL O ; _ Z. U CO), O Z N �/s A2B Structural Engineering -- )esse L. Binforc}, PE Project Na Khan Resl4ence Lot 2 Two Story Plus Basement SEISMIC USE GROUP: I 1. BEARING WALL SYSTEMS K. light frame walls with shear panels -wood An dvral panels d*d steel. panels Ct = 0.020 for all other stivdures h� = ft , height above base to highest level of bullding CT= 0.02 building period coefficient Ta = 0.269 sec , T = sec Cu = 1.2 T= 0.269 sec 0 story drift determination k = 1. 000 vertical distribution exponent (Equation Project No 04~06 Ss = q), Fig 1615(1) - max earthquake ground motion ofO.2 sec spectral response acceleration, site lass B 51 (g) Fig 1615(2) - max earthquake ground motion off.. O sec spectral response acce %ration, site c /ass B Fa = 1.00 Table W5. t2(1) 5MS = 1.469 (Eq 16-16) 5p = 0.979 (Eq 16 -18) Fv = 1.50 Table 1615. 1.2(2) 5Mt = 0.758 (Eq 16 -0 5 = 0.505 (Eq 16 -19) CS = C = CS = C = Cs = SEISMIC DESIGN CATEGORY PER TABLES 1616.30) &U) System Umitations & Bullcling Height Limitations D Based on short perlo4 CS 65 feet, per Table 1617.6 D Bases} on 1 -sec perio4 (S Design Response Spectrum (Figure 1615.1.4) 1.1 Sus- 0.979 a � v 19 zr°.."�_. _ +� Spy - 0.505 Fy d' 0.8 e 0.7 4 t r tti 0.5 I : 0.3 d 0.1 - 0.0 0.0 0.2 0.4 0.6 0.8 1.0 1.2 1.4 1.6 1.8 20 2.2 To - 0.103 period T Ts = 0.5 16 0.1507 (Equation 1635) 0.2888 (Equation 16-M) 0.1507 V = Cs'W = 0.1507'W 0.0431 (Equation f6-37) SEISMIC DESIGN CATEGORY = D N/A (Equation 1638) 0.0000 ASP = 0.1076W 0.1507 Controlling Selsmlc Response Coefflcient Z Z � W QQ � JU UO CO O co III J = C0 LL WO LL? N = ui H ? H F- O W ~ W U� ON o I•- LU =U H� -0 Z CO) O Z DI W6 a Im I tA Z vyll �rlz 9 17'�I, 7- -. q Z €rA z - 4 0 _� C ?5 Z " o -ii �i m M. =� v o Cc mrn -Iz 0 --1 =z ; m� c D "n r� O m =m mN v o n nr c ;a . i m z BIZ+2�'h21���� ZM c m szM; d N O (c1)h7 r ��.��•� � � `'�� ��d��� 2(� ?� "1) z SI Z ea M 2 t i Date 04/ )else L Blnf6H, PE Prolect Na Khan Residence lot 2 Two Story Plus Basement Prolect No - 04--06 2003 IBC BASE SHEAR DETERMINATION SDS 0.979 SDI 0.505 IE 1.00 R ................ TABLE 1617.6 6.5 R Omega .........TABLE 1617.6 3 Omega Period T (seconds) 0.269 T Seismic Design Group D redundancy factor 1 rho ASO Factor 1.4 Ab (ft ^2) 1,021 ground floor area Intl EWi projections ULT E = rIWEh 0.151 (note, for worift stress desing, this value needs to be divided by IA tA*BIIY) ASD E = 0.108 OVERIDE VAWE for caics below i i 3 1 m = .ui 1 - v , our neea n uE exam u.LJ " v forces distributed per formula (30 -15) for diaphragm portion: 0.4 *SDS*IE 0.28 0.2 *SDS*IE 0.14 R diaphragm calculation w/ Ft = zero IMeASOFaLlor? Y (YorN) 1 715 Z '~ W � D UO Cj) CO LL W O }r J . U- ?. N = W H = �o Dp U Co 0 F- W W. F- LL' O .Z W U =. O F- 4 VERTICAL DISTRIBUTION OF FORCE - PRIMARY SYSTEM DIAPHRAGMS number of stories, 3 level h! VA. Wi *hi R EWi ER R ft Id M id W - 11 0 0.000 0.00 0 0.00 0.00 10 0 0.000 0.00 0 0.00 0.00 9 0 0.000 0.00 0 0.00 0.00 8 0 0.000 0.00 0 0.0 0.00 7 0 0.000 0.00 0 0.0 0.00 6 0 0.000 0.00 0 0.0 0.00 5 0 0.0 0 0.181 0.00 0 0.0 , 0.00 4 0 0.0 0 0.181 0.00 0 0.0 0.00 3 32 23.4 749 0.181 4.23 23.4 4.2 4.23 2 24 30.5 731 0.181 5.51 53.862 9.7 5.51 1 15 30.5 458 0.181 1 5.51 84.362 15.3 5.S1 W= 84.362 1937.388 0.904 15.25 V = 0.10761904761! 9.1 Ft = 0 V-Ft 9.1 m = .ui 1 - v , our neea n uE exam u.LJ " v forces distributed per formula (30 -15) for diaphragm portion: 0.4 *SDS*IE 0.28 0.2 *SDS*IE 0.14 R diaphragm calculation w/ Ft = zero IMeASOFaLlor? Y (YorN) 1 715 Z '~ W � D UO Cj) CO LL W O }r J . U- ?. N = W H = �o Dp U Co 0 F- W W. F- LL' O .Z W U =. O F- 4 2B structural Engineering 114 "" "' -- )e55e L Binford, PE vied Name Khan Resf4ence Lot 2 Two Story Plus Basement Project. No - 04--06 Trib 01) 13 Hw /Lw 0.62 0.33 N/A N/A - - 1,705 Back C H1 2,115 13.50 8.00 - - 98 8 784 1,584 (800) A N/A Trib (ft) 13 Hw /Lw 0.59 1.00 N/A N/A 938 (154) N/A Le 103 2,115 4.00 9.00 4.00 - 124 8 992 286 706 A 51 Trib (ft) 20.5 Hw /Lw 2.00 0.89 2.00 N/A 643 349 51 pught 6.50 2,115 6.50 5.00 4.00 - 136 8 1,088 587 02 A 51 Trib (ft) 20.5 Hw /Lw 1.23 1.60 2.00 N/A 286 802 51 Trib (11) 13 Hw /Lw 1.78 0.94 2.91 2.91 363 1,705 912 C H1 Back 4,869 24.00 - - - 203 8 2,506 3,251 (745) A N/A Trib (ft) Le 13 238 Hw /Lw 4,669 0.33 4.00 N/A 4.00 N/A 3.00 N/A 4.00 S 8 31 ql4 - S - - 3 1 101 $ Trib (ft) 20.5 Hw /Lw 2.00 2.00 2.67 2.00 in" 1,463 M _2 1 9V t G #12, pug ht 20.5 4,869 6.50 5.00 3.75 - 319 8 1,077 2 Y ( B 52 Trib 00 20.5 Hw /Lw 1.23 1.60 2.13 N/A 340 �,qw 654 3j-1 2Z B 52 Trib 00 13 Hw /Lw 0.37 N/A N/A N/A Back 4,869 7.00 28.00 - - 139 15 3,912 - N A Conc N/A Trib 60 13 Hw /Lw 2.14 0.54 N/A N/A - Le 341 4,869 26.00 - - - 47 9 1,463 - Conc N/A Trib 00 20.5 Hw /Lw 0.35 N/A N/A N/A - -_ Rig 4,869 5.00 5.00 - . - 487 15 �,qw 2lq(pZ $95ff D 43 Trite (A) ?n_1; Nw/i w 3.00 3.00 N/A N/A 731 - E V " s NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. FE2E ��` G 2, Fir 4 LT%; . I ly let WIG" �Pj liba- Pi (d q, Lit . losat pig y'! Z� 2� q 3 vy. 3d3 .5 y �y(Io%A)(O f/�L �`��'� 5 1 gyp �� 'C7 -7 1 1 : I A)��2 v 0 z �Z ui �_ UQ w= S2 LL w� �Q WD s �w z s Zo W U� co o� w s f- LO .. z w co o� z I - I 3 rd YA O IL �(Oq,0 r �q l �o a l5b ► Cr �, 1 GL J�(i ftonbA3, 1w -4r 'f I N. &9 L rom *b�-S ft Kwlzl 4'110 !g ow use r ✓SIB/ `� � 4 4 -'r, 15 pllob�f s mm'o O-A _ A w J2 1If21� '� l z � W JU 00 W= J U . WO 9:3 U. < N = W I- _ z X. F- O W~ �o Co U o �- WW ui z. co o � z AZ9 structural Engineering Title: Job # -/ p Jesse. L.Sinford, PE Dsgnn Date: 1:07PM, 3 OCT 04 21322 -47th Ave -E Description Spanaway, WA. 98387 Scope Ui_ir K 4293 v ra. 1.3, 22.Arr99, 19 WhU General Timber Beam Page 1 (c) 1903.99 ENEiiULC cAa2b structural engineering \04.06 khan rest Description 3rd Floor Beam Below SW General Information Calculations are designed to 1987 NDS and 1897 USC RequirdnerNs Section Name U10 Dead Load Center Span Beam Width 3.500 in Left Cantilever Beam Depth 9.250 in Right Cantilever Member Type Sawn Douglas Fir - Larch, No.2 ...Location 2.500 ft Fb Base Allow Load Dur. Factor 1.333 FvAllow Beam End Fb ft Pin -Pin Fc Allow Right Cantilever... 1.82 k E 5.00 It .....Lu 0.00 ft ft .....Lu 0.00 It ft .....Lu 0.00 ft 875.0 psi 190.0 psi 625.0 psi 1,600.0 ksi Full Length Uniform Loads Center DL 117.00 #/ft LL 130.00 #/ft Left Cantilever DL #/ft LL #/ft Right Cantilever DL #/ft LL #/ft Point Loads Dead Load Ibs Ibs Ibs Ibs ibs Ibs Ibs Live Load 2,976.0 lbs Ibs ibs Ibs Ibs ibs Ibs ...distance 1.000 ft 0.000 ft 0.000 ft 0.000 It 0.000 It 0.000 ft 0.000ft Summary Span= 5.00ft, Beam Width = 3.500in x Depth = 9.251n, Ends are Pin -Pin Max Stress Ratio Maximum Moment Allowable Max. Positive Moment Max. Negative Moment Max @ Left Support Max.Q Right Support C 2.87 k ft 0.00 k ft 0.00 k -ft 0.00 k -ft 1•548 :1 2.9 k -ft 5.8 k -ft at 1.000 it at 5.000 ft Maximum Shear * 1.5 Allowable Shear. Q Left Max. M 81KM 5.82 Reactions... fb 691.18 psi fv 138.92 psi Left DL Fb 1,399.65 psi Fv 25327 psi Right DL Deflections Right Camber. @ Left Center Right 0.29 k Max 0.29 k Max Beam Design OK 4.5 k 8.2 k 3.00 k 1.21 k 0.000 in 0.007 in 0.000 in 3.00 k 1.21 k Center Span... Dead Load Total Load Left Cantilever... Dead Load ota t Load Deflection -0.004 in -0.030 in Deflection 0.000 in 0.000 in ...Location 2.500 ft 2.280 ft ...Length/Defi 0.0 0.0 Length/Defl 13,469.3 1,981.89 Right Cantilever... 1.82 k Area Required 17.758 in2 7..1.82.in2 Deflection 0,000 in 0.000 in 253.27 psi Bearing @ Supports Length/Def1 0.0 0.0 Stress Calcs 3.00 k Bearing Length Req'd 1.371 in Max. Right Reaction 1.21 k Bending Analysts 0.554 in Ck 30.037 Le 0.000 It Sxx 49.911 in3 Area 32.375 in2 Cf 1.200 Rb 0.000 Cl 0.000 M z �Z '~ W UO Cl) a J ~ CO LL WO I co � = W F- _ Z1-- H O Z H Uj 2 5 U� O co 0H WW H LLO ..z UN O z Max Moment Sxx Reo'd Allowable fb Center 2.87 k -ft 24.65 in3 1,399.65 psi Left Support 0.00 k -ft 0.00 in3 1,399.65 psi Right Support 0.00 k -ft 0.00 in3 1,399.65 psi Shear Analysis Left Support Q Right Support Design Shear 4.50 k 1.82 k Area Required 17.758 in2 7..1.82.in2 Fv. Allowable 253.27 psi 253.27 psi Bearing @ Supports Max. Left Reaction 3.00 k Bearing Length Req'd 1.371 in Max. Right Reaction 1.21 k Bearing Length Req'd 0.554 in M z �Z '~ W UO Cl) a J ~ CO LL WO I co � = W F- _ Z1-- H O Z H Uj 2 5 U� O co 0H WW H LLO ..z UN O z Jesse -L. Blnfor.+d, PE Dsgnr. Date: 1:27PM, 3 OCT 04 1 , 715 21322.47tkAvs .E Description: Spanat+vlrly, WA. 88387 Scope: RN: 1110303 U ser Nw-01104M Ver11.1.3, 22.1uur1999, WWW Cantilevered Retaining Wail Design Page 1 (e) 1911399 ENERGALC GA 2b e_4ri�ettlrei enQln @arine \rlA 06 {than i Description J� S Criteria = 35.0 Retained Height = 15.00ft Wail height above soil 0.00ft Stops Behind Wall = 0.00:1 Height of Soil over Toe = 12.00 in Soil Density = 110.00 pd Wind on Stem = 0.0 psf Surcharge Loads Design Summary ' Total Searing Load = 14,458 lbs, ...resultant ecc. = 7.66 in Soil Data Allow Soil Bearing = 2,500.0 psf Equivalent Fluid Pressure Method Heel Active Pressure = 35.0 Toe Active Pressure - 0.0 Passive Pressure = 350.0 Water height over heel = 0.0 ft Footingli8oil Friction = 0.3m Sal height to ignore = for passive pressure = 0.00 in Surcharge Over Heel = 70.0 psf Used To Resist Sliding & Overturning Stem Construction Top S Design height ft= Stem Wall Material Above "Ht" = Conc Thickness = 1 2 Rebar Size = # Rebar Spacing = Allowable - Rebar Placed at = E Dedign Data 2.91 OK Sliding = fb/FB + falFa = 0 Total Force @ Section Ibs = 7,2 Moment.... Actual ft-# = 37,7 Moment.... Allowable = 43,2 Shear.... Actual psi= = # 8 (4116.00 In Shear..... Allowable psi= Key Reinforcing 51 Bar Develop ABOVE Ht. in = Key: No key defined Bar LWH6& BELOW Ht. in = 1 4 Wall Weight = 1 Rebar Depth ' in = Masonry Data fm psi= Fs psi = Solid Grouting = Soil Pressure @ Toe = 2,290 psf OK Soil Pressure @ Heel = 923 psf OK Allowable = 2,500 psf Soil Pressure Less Than Allowable ACI Factored @ Toe = 2,911 psf ACI Factored @ Heel = 1,174 psf Footing Shear @ Toe 23.4 psi OK Footing Shear @ Heel = 44.2 psi OK Allowable - 85.0 psi Wall Stability Ratios Masonry Block Type = Normal Weight Overtuming = 2.91 OK Sliding = 1.06 Ratio < 1. $Ildinp Calcs Slab Resists All Sliding I Lateral Sliding Force = 5,131.9 Ibs .873 61.7 28.4 02.3 63.7 8&0 46.80 .30 45.0 9.50 Footing Design Results fc = 2,500 psi Fy = 6 Special Inspection = Min. As % = 0 0.0012 Toe W idth = 3 Modular Ratio'n' _ Heel Width• 6 To feel Sh'ott Tenn Factor = Factored Pressure = 2,911 1,174 psf Equiv. Solid Thick. _ Mu' : Upward = 12,232 18,692 ft-* Masonry Block Type = Normal Weight Mu': Downward = 2,111 45,324 ft-# Concrete Data Mu: Design = 10,121 26,632 ft-* fc psi= 2,500.0 Actual 1 -Way Shear = 23.37 44.23 psi Fy psi= 60,000.0 Allow 1 - Way Shear Toe Reinforcing = 85.06 = # 6 @ 16.00 in 85.00 psi Other Acce table Sizes & Spacin Toe: 11.50 in, #5(@ 18.00 in, #6@ 25.50 in, #7@ 34.50 in, #8@ 45.50 in, #9@ 4 Heel Reinforcing = # 8 (4116.00 In Heel: #4@ 4.50 in, #5@ 6.75 in, #6@ 9.50 in, #7@ 13.00 in, #8@ 17.00 in, #9@ 21.5 Key Reinforcing = None Speed Key: No key defined te OK 0.00 rete .00 8 8.00 dge Z i~ }~ W UO ND C0 Lli J = H NLL WO 9� LL Q (0 = FW Z E_.. 1- O Z I- a U� ON �H WW H� U. W Z U= O Z Footing Strengths 8r. Dimensions fc = 2,500 psi Fy = 6 60,000 psi Min. As % = 0 0.0012 Toe W idth = 3 3.00 It Heel Width• 6 6.00 Total Footing Width = - - .00 Footing Thickness = 1 18.00 in Key Width = 0 0.00 in Key Depth = 0 0.00 In Key Distance from Toe = 0 0.00 ft Cover @ Top = 3.00 in @ Btm: 3.00 in Surcharge Over Toe = 0 0.0 psf Used for Sliding & Overturning rn Z i~ }~ W UO ND C0 Lli J = H NLL WO 9� LL Q (0 = FW Z E_.. 1- O Z I- a U� ON �H WW H� U. W Z U= O Z I A20 Structural Engineering J"" L ElInford, PE . 21322 47th Ave E ' Spanmky. WA. 98367 Me: Job 4 bignn DO*: 1:27PM, $ -OCT 04 / Description: scope: uUNr WO MM 5.3.3 22.Jun IM vrrM Cantilevered Retaining Wall Design (e) 19&1-" ENE Lc c \alb structural enaineerina \04.06 Pags 2 khan resi Description Summary of Overturning & Resisting Forces & Moments - - ....__.._. _ .....OVERTURtY�lti..... Fome Distance Moment Force Distance Moment lbws Ibs ft ft4 Ibs It ft-s Had Active Pressure = 5,131.9 5.70 29,235.9 Soil Over Heel 8,250.0 6.50 53,625.0 Toe Active Pressure = 0.83 Sloped Soil Over Heel = Surcharge Over Tad $urcharp Over Heel xi 250:0 5.60 2,275.0 Adjacent Footing Load = Adjacent Footing Load = Added Lateral load = Axial Dead Load on Stem = 0.00 Load a Stem • Above Soil = Soil Over tee , = 330.0. 1 495.0 Seismictmed = Surcharge Over Toe = Stem Weight(s) 2,175.0 3.50 7,612.5 Total = 5,131.9 O.T.M. = 29,235.9 Earth @.Stem TransitiOns = ReelstlnglOveftming Ratio = 2.91 Footing Weight = 2,025.0 4.50 9,112.4 Vertical Loads used for Soil Pressure = 14,457.8 tbs Key Weigh s Vert. Component = 1,327.9 9.00 11 Vertical component of active pressure used for soil pressure Total a 14,457.8 • Ibs R.M.- 85,070.6 a i . r z �z UO to o - W = J I- S2 LL• W O �a N d. h=- _ r Z I•" 1— O' z H 'O U D h- WW � E- - O. !if z U N'. O ~. z ^&= auucuffm culfpz� 'aenn9 I me Jesse L. Binford, PE Dsgnr. 21322 47th Ave E Description Spenaway, WA. 98387 Scope: RK 510M3 , ,« 5.1.3, 224 n-1M. WOW Cantilevered Retaining Wall Description Criteria Soil Data Retained Height = 9.00ft Allow Soil Bearing = 2,500.0 psf Wail height above soil = 0,00 ft Equivalent Fluid Pressure Method Heel Active Pressure 35.0 Slope Behind Wall = 0.00:1 Toe Active Pressure _ 0.0 Height of Soil over Toe = 12.00 in Passive Pressure = 350.0 Soil Density = 110.00 pcf Water height over heel = 0.0 ft Cover @ Top = 3.00 in ' @ Btm.= 3.00 in Surcharge Over Toe = FootingliSoii Friction = 0.300 Wind an Stem = 0.0 psf Soil height to ignore psi= Sliding = 1.14 Ratio < 1.51 for passive pressure = 0.00 In Surcharge Loads . Surcharge Over Heel = 70.0 psf Used To Resist Sliding & Overturning Design Summary Total Bearing Load = 5,146 Ibs ...resultant ecc. = 10.11 in Job "J, f �� Deft: 1:31 PM, 3 OCT 04 ` Page 1 Footing Strengths & Dimensions rc = 2,500 psi Fy = 60,000 psi Min. As % = 0.0012 Toe Width - 1.00 ft Heel Width = 3.50 Total Footing Width = .5o Footing Thickness = 12.00 in Key Width = 0.00 in Key Depth = 0.00 in Key Distance from Toe = 0.00 ft Cover @ Top = 3.00 in ' @ Btm.= 3.00 in Surcharge Over Toe = 0.0 psf Used for Sliding & Overturning Wall Stability Ratios Overturning = Stem Construction Top Stem Stem OK Design height ft = 0.00 Wall Material Above "Ht" = Concrete Thickness 8 Sal Pressure @ Toe = 2,438 psf OK a .00 Soil Pressure @ Heel = 0 psf OK Reber Size - # 5 Reber Spacing 9.00 Allowable = 2,500 psf Rebar Placed at - Edge Soil Pressure Less Than Aikmable Design Data ACI Factored @ Toe = 3,090 psf fb/FB + fa/Fa - ACI Factored @ Heel = 0 psf Total Force @ Section Ibs = Footing Shear @ Toe = 7.5 psi OK Moment... Actual ft-#= Footing Shear a Heel- = 32.3 psi OK Moment... Allowable = Ak wable = 85.0 psi Shear..... Actual psi = Wall Stability Ratios Overturning = 2.04 OK .Shear.... Allowable psi= Sliding = 1.14 Ratio < 1.51 Bar Develop ABOVE HL in Sliding Calcs Slab Resists All Sliding I Bar Lap/Hook BELOW HL in = Lateral Sliding Force = 1,972.7 Ibs Wall Weight = Reber Depth ' in= Masonry Data fm psi= Fs psi = Solid Grouting = Footi Desig Results Special inspection Modular Ratio'n' - Toe Heel Short Tenn Factor = Factored Pressure = 3,090 0 psf Equiv. Solid Thick. _ Mu': Upward = 1,423 2,035 ft-# Masonry Block Type = Normal Weight Mu': Downward = 182 9,149 ft-# Concrete Data Mu: Design = 1,241 7,114 ft-# fc psl= Actual 1 -Way Shear = 7.49 32.35psi Fy psi = 2,500.0 60,000.0 Allow 1 -Way Shear = 85.00 85.00 psi Other Acceptable Sizes & Spacings Toe Reinforcing = # 6 @ 16.00 in Toe: Not req'd, Mu < S ` Fr Heel Reinforcing = # 8 @ 16.00 in Heel: #4@ 9.50 in, #5@ 14.75 in, #6@ 21.00 In, #7@ 28.50 in, #8@ 37.50 In, #9@ 47 Key Reinforcing = None Speo'd Key: No key defined 0 > G .kuc...+a.++ law:. a::.:> r '�:�;wr:.u>:«..�»'.:...us..: -�» 0.827 2,750.5 8,762.7 10,601.6 37.0 85,0 23.40 8.54 96.7 6.19 Z J_ Z '~ W 0! � 00 WLu N O W � 1- �Q Not =w Z h- H O W ~ W U ON 101-- III W HU U. W Z Cl) O Z { A20 Structural Engineering Me Job 5J 3 Jilts LM Biitf fd) PE Ugnr. 15.806: 1:28pM, 3 Odf 64 s ' 21322 47th Ave E ri p ti° " Desc ' spanaway, WA. 98387 Scope: r i u Rw. 510 v« a.i s• �.�,., � , wr,3x Cantilevered Retaining Wail Design (c),03- ! EN NaLC Page 2 ' _ \a2b dr ct Ural analneerina \0 m L4......2 Description y summary of & Resisting Forces & Moments ... . Force Distance Moment Fom Dias nm .Moment Ibm bs ft ft-1 bs ft ft4 Had Active Pressure = 1,972.7 3.52 6,947.0 Soil Over Heel = 2,805.0 3.08 8,648.8 Tae Active Pressure = 0.67 Sloped Soil Over Had = gu"w" Ow T06 = $uroharg6 dv H6el 193.3 3.08 s1 i.5 Adjacent Footing Load = Adjacent Footing Load = Added Lateral load = A)M Dead Load on Stem 0.00 Load Q Stem Above Soil = Soil Over Toe = 110.0 0.50 55.0 SeismicLoad = Surcharge Over Toe = Stem Weights) = 870.0 1,33 1,160.0 Total = 1,972.7 O.T.M. = 6,947.0 Earth @.Stem Transitions : ResistinglOvertuming Ratio = 2.04 Footing Weight = 675.0 2.25 1,518.7 Vertical Loads used for Soil Pressure = 5,146.1 bs Key Weigh = Vert. Component 487.7 4,50 2,1 � f Vertical component of active pressure used for soil pressure Total = 5,146.1 lbs R.M . 14,188.8 I i j . i i i z z �W Q� UO N t] J = t— N LL W O. J LL N CY = W z � t— O Z F— �5 U a W W. �O Cd U =. O z i I ADaPT ftec Z PPI r� W W 1 Jlq { ....w rtit�r •• � V GEOTECHNICAL ENGINEERING REPORT ° SrF CO LU O HELLWIG' S ADDITION LOTS NO. 1 2 & 149 13821 Macadam Road d =w Tukwila,. Washington f �o REIE�EOL O ;� CE W ~ w CODE CON�P v °. - o� w w OP U. �. 0 t/(2 z pZ�TSZON PERMiroF�, AG Submitted To: o gVZ�D� R Z AIA International Development 306 North 1 Avenue Kent, Washington 98032 WA01- 6267 -0 May 2001 RECEIVED CITY 0:: N 0 8 2001 PERMIT CENTER N ADaPT ay , WA01- 6267 -0 AIA International Development 306 North I" Avenue Kent, Washington 98032 Attention: Mr. Saraj Khan Subject: Geotechnical Engineering Report Hellwig's Addition Lots No. 1, 2 & 149 13821 Macadam Road Tukwila, Washington Dear Mr. Khan: LSI ADAPT (ADAPT) is pleased to submit this report summarizing our geotechnical engineering evaluation for the above - referenced project. The purpose of our evaluation was to derive design conclusions and recommendations concerning site preparation, excavations, foundations, floors, drainage, retaining walls, and structural fill. As outlined in our proposal letter dated July 27, 2000, our scope of work comprised a field exploration, geotechnical 'research, geotechnical analyses, and report preparation. We received your written authorization for our evaluation on April 18, 2001. This report has been prepared for the exclusive use of AIA International Development, and their agents, in accordance with generally accepted geotechnical engineering practice and for the specific application to this project. Use or reliance upon this report by a third party is at their own risk. ADAPT does not make any representation or warranty, express or implied, to such other parties as to the accuracy or completeness of this report or the suitability of its use by such other parties for any purpose, whether known or unknown to ADAPT. We appreciate the opportunity to be of service on this project. Should you have any questions concerning this report or need further assistance, please contact us at (206) 654 -7045. Respectfully Submitted, LSI ADAPT � � �/ /�a 1 r Rolf B. Wyllseth, . Senior Geotechnical Engineer Distribution: AIA International Development (2) Attn: Mr. Saraj Khan Mohammad Saleem (2) 800 Maynard Avenue South Suite 403 Seattle, Washington 98134 LSI ADAPT Tel (206)- 654 -7045 Fax (206) 654 -7048 www.adaptengr.com t., f .�x �r. ' ^¢',. 3 w: ,.�++. ; ?a.4;a ;:. ..'tvt:.i: x,l,.w.:�.u:.'L:?x,.:;,e ;a,.`.wa.:la.s r +i�s;i ',.s,a.. ., u,.,'..,., siw: sa:.. w. i+.:::. aw-. u::; slw '..S•.i'dii;�: 3Lfi "- '=_ a:+. �: �.: isdul: s'+!':.:a..�.�:..+++.ri;.wa.. Z �Z o � JU U N 0 ' CO W U. W O u- ¢ U� = O �w z f- H O w �5 U �. O N 0 H WW I— F- 0 . Z. w CO O Z LSI ADAPT TABLE OF CONTENTS WA01- 6267 -0 1.0 SUMMARY 1 ..................................................................................................... ............................... 2.0 SITE AND PROJECT DESCRIPTION ........................................................... ............................... 2 3.0 EXPLORATORY METHODS ........................................................................ ............................... 3 z 3.1 Auger Boring Procedures .................................................................... ............................... 4 4.0 SITE CONDITIONS ........................................................................................ ............................... 4 W 4.1 Surface Conditions .............................................................................. ............................... 5 v 4.2 Soil Conditions .................................................................................... ............................... 5 v O ............................................................ ............................... 4.3 Groundwater Conditions ......... 5 to w w 4.4 Seismic Conditions .............................................................................. ............................... 5 L 4.5 Environmentally Critical Area Conditions .......................................... ............................... 6 CO w 5.0 CONCLUSIONS AND RECOMMENDATIONS ........................................... .....................:......... 6 O 5.1 Site Preparation ................................................................................... ............................... 6. . ........................... ............................... 5.2 Spread Footings ..... ............................... ..................... 8 1L 5.3 Slab -on -Grade Floors ........................................................................ ............................... 10 U a 5.4 Backfilled Walls ................................................................................ ............................... 10 w 5.5 Drainage Systems .............................................................................. ............................... 13 z �. 5.6 Structural Fill ..................................................................................... ............................... 14 z O 6.0 RECOMMENDED ADDITIONAL SERVICES ........................................... ............................... 16 w w 7.0 CLOSURE ...................................................................................................... ............................... 17 > >: U� �. O Figure 1 Location/Topographic Map o Figure 2 Site & Exploration Plan v ~O tL Boring Logs B -1 through B -3 ui Z ' U— H � Z I AIA International Development May 25, 2001 LSI ADAPT Project No. WA01- 6267 -0 Table of Contents LSI ADAPT 1.0 SUMMARY Based on our field explorations, research and analyses, the proposed construction appears feasible from a geotechnical standpoint, contingent on the implementation of the recommendations presented in this report. The following summary of project geotechnical considerations is presented for introductory purposes and, as such, should be used only in conjunction with the full text of this report. Q • Project Description Development plans call for constructing three new, 2 to 3 -story, g residential houses with garage and basement levels. The specific type, size and location _3 0 of these houses were not available at the time of this report. N v w w = • Exploratory Methods We explored subsurface conditions by means of three borings J N U_ advanced at strategic locations across the lot and anticipated house footprint areas, to w O depths ranging from about 14 to 19 feet below ground surface (bgs). Q i d a Soil Conditions Soils underlying the site generally consist of near - surface, weathered, �_. w tannish gray and gray with rusty mottling, medium stiff sandy silts and loose to medium Z �- dense silty sands, underlain by stiff to very stiff, blue -gray, clayey silts and silts. The site w O soils are mantled by approximately 6 to 12 inches of forest duff, grass, sod and topsoil. W =o U ON • Groundwater Conditions At the time of exploration (May 2001), perched groundwater was encountered within a sand layer at a depth of approximately 13 feet bgs (elevation w H v 143 feet) in exploration B -2 in the western portion of Lot No. 1. This groundwater zone �'_- p g- f may be related to the groundwater seepage emanating along the existing-cut slope at the v western end of Lot No. 2. N Z • Surface Seepage Conditions Groundwater seepage was observed emanating along an existing, apparent cut slope at the western end of Lot No. 2 during our site visit. We ' recommend that this seepage water be controlled with the use of a trench drain system to minimize risk of potential future erosion and slope instability. • Environmentally Critical Area Considerations The proposed site is located within an Area of Potential Geologic Instability identified on City of Tukwila Sensitive Area maps, with a moderate to high landslide potential and general slopes between 20 and 40 percent (Class 2 and Class 3 Area). Provided that the recommendations of this report are implemented, the project is considered feasible and is not anticipated to adversely affect the stability of the subject site or adjacent properties. AIA International Development May 25, 2001 LSI ADAPT Project No. WA01- 6267 -0 Page 1 LSI ADAPT Foundations In our opinion, the proposed houses can be supported by conventional spread footings that bear on the native, medium dense sands /silty sands or medium stiff sandy /clayey silts. For properly prepared footing subgrades, these spread footings may be designed for an allowable, static bearing pressure of 2,000 pounds per square foot (psf) and a seismic bearing pressure of 2,660 psf. • Floors Typical soil - supported, slab -on -grade floors are feasible at this site, contingent on proper subgrade preparation. • Subsurface Walls In our opinion, conventional backfilled, cast -in -place concrete walls will adequately support the proposed basement and site perimeter retaining wall system. These walls should be designed to withstand appropriate lateral pressures, as discussed in this report. • Seismic Considerations Based on our literature review and subsurface interpretations, we recommend that the project structural engineer use the following seismic parameters for design of buildings, retaining walls, and other site structures, as appropriate. Design Parameter Value Acceleration Coefficient 0.30 Risk Zone (1997 UBC) 3 Soil Profile Type (1997 UBC) S • Temporary Excavation Considerations All temporary soil cuts associated with site regrading or excavations should be adequately sloped back to prevent sloughing and collapse. For the loose to medium dense sand and medium stiff sandy /clayey silt that will likely be encountered within the anticipated excavation depths, we tentatively recommend maximum, temporary cut slope inclinations of 1 %2H:1V and 1H:1V, respectively. If groundwater seepage is encountered within the excavation slopes, the cut slope inclination should not exceed 1' /2H:1 V. 2.0 SITE AND PROJECT DESCRIPTION The subject site is located at 13821 Macadam Road in Tukwila, Washington, as shown on the enclosed Location/Topographic Map (Figure 1). The site consists of three vacant building lots measuring approximately 50 by 100 feet, identified as Lots No. 1 & 2 within Block 1 and Lot No. 149 on the west side of Macadam Road on the lot plan provided for our review. AIA International Development May 25, 2001 LSI ADAPT Project No. WA01- 6267 -0 Page 2 z � z �W W .t U U N J = U) U_ W O UL Q U = Cd �w z X 1— O w �5 U� O �. OH W H �- O w z U O z LSI ADAPT Site boundaries are generally delineated by neighboring residential lots on the northwest and the southeast, by Macadam Road on the northeast, and by an adjacent wooded area on the southwest. The existing lots slope down towards the northeast (Macadam Road), with an overall topographical relief of about 40 feet across the site. A relatively level, roughly 40 -feet wide bench area is located at approximately elevation 148 feet (ground surface) in the center of Lots No. 1 and 2. An existing basement structure remains within this bench area in Lot No. 1, where a previously demolished house was situated. The enclosed Site & Exploration Plan (Figure 2) illustrates these site boundaries and adjacent existing features. It is our understanding that the lots will be developed for single- family residential dwellings. The proposed houses are to be constructed within an existing, relatively level bench area at approximately 148 feet in elevation (ground surface) within the center of Lots No. 1 and 2. The house on Lot Nor. 149 is expected to be located at the end of an existing asphalt driveway (roughly ground surface elevation of 135 feet). In order to limit driveway grades up from Macadam Road, we understand that the houses are expected to consist of a garage level and a basement level below ground surface (bgs), requiring site excavations up to 20 feet in depth bgs. Foundation support will consist of a system of shallow footings and basement retaining walls. We anticipate that the building walls and columns will impose relatively 4 light foundation loads. Figure 2 illustrates the proposed location of one the houses (Lot No. 149). The conclusions and recommendations contained in this report are based on our understanding of the currently proposed utilization of the project site, as derived from layout drawings, written information, and verbal information supplied to us. Consequently, if any changes are made in the currently proposed project, we may need to modify our conclusions and recommendations contained herein-40 reflect those changes. ' 3.0 EXPLORATORY METHODS We explored surface and subsurface conditions at the project site on May 9, 2001. Our exploration and testing program comprised the following elements: • A visual surface reconnaissance of the site; • .3 borings (designated B -1 through B -3) with Standard Penetration Tests, advanced at strategic locations across the proposed house footprint and general lot areas; • A review of published geologic and seismologic maps and literature. The following text sections describe our procedures used for performing the auger borings. Figure 2 depicts their approximate relative locations. The specific number, locations, and depths of our explorations were selected in relation to the existing and proposed site features, under the constraints of surface access, underground utility conflicts, and budget considerations. We estimated the relative location of each exploration by measuring from existing features and scaling these measurements onto a layout plan supplied to us, then we estimated their elevations by interpolating between contour lines AIA International Development LSI ADAPT Project No. WA01- 6267 -0 May 25, 2001 Page 3 `5. ,., » .dn'.r:. +.(oa:�'a:;. "�a�1�� ,.; ,i::�i�3:.:�+5: «..iit'w;S'i;;�; '';kk iuNrt ,. � . L.u.�y . w��: • �:y:�n . ems, .. ��.�k,:}�E . L4surs.6'fi r . k#�t�h •• �Yk r Z �w QQ WV 00 Cl) J = CO W w 9-1 U? � =w �_ z� F— O Z w U� OU) oM W 1L O --Z w U= O~ Z LSI ADAPT shown on this same plan. Consequently, the locations depicted on Figure 2 should be considered accurate only to the degree permitted by our data sources and implied by our measuring methods. It should be realized that the explorations performed for this evaluation reveal subsurface conditions only at discrete locations across the project site and that actual conditions in other areas could vary. Furthermore, the nature and extent of any such variations would not become evident until additional explorations are performed or until construction activities have commenced. If significant variations are observed at that time, we may need to modify our conclusions and recommendations contained in this report to reflect the actual site conditions. 3_1 Auger Boring Procedures Our exploratory borings were advanced with a portable hollow -stem auger and a trailer- mounted'drill rig operated by an independent drilling firm working under subcontract to ADAPT. A geotechnical engineer from our firm continuously observed the borings, logged the subsurface conditions, and collected representative soil samples. All samples were stored in watertight containers and later transported to our laboratory for further visual examination and testing. After the borings were completed, the boreholes were backfilled with a mixture of bentonite chips and soil cuttings. Throughout the drilling operation, soil samples were obtained at 2%2- or 5 -foot depth intervals by means of the Standard Penetration Test (SPT) per ASTM:D -1586. This testing and sampling procedure consists j of driving a standard 2- inch - diameter steel split -spoon sampler 18 inches into the soil with a 140 -pound r hammer free - falling 30 inches. The number of blows required to drive the sampler through each 6 -inch interval is counted, and the total number of blows struck during the final 12 inches is --recorded as the Standard Penetration Resistance, or "SPT blow count." If a total of 50 blows is struck within any 6 -inch interval, the driving is stopped and the blow count is recorded as 50 blows for the actual penetration distance. The resulting Standard Penetration Resistance values indicate the relative density 'of granular soils and the relative consistency of cohesive soils. The enclosed Boring Logs describe the vertical sequence of soils and materials encountered in the borings, based primarily on our field classifications and supported by our subsequent laboratory examination and testing. Where a soil contact was observed to be gradational, our logs indicate the average contact depth. Where a soil type changed between sample intervals, we inferred the contact depth. Our logs also graphically indicate the blow count, sample type, sample number, and approximate depth of each soil sample obtained from the borings. If any groundwater was encountered in a borehole, the approximate groundwater depth is depicted on the boring log.' Groundwater depth estimates are typically based on the moisture content of soil samples, the wetted height on the drilling rods, and the water level measured in the borehole after the auger has been extracted. 4.0 SITE CONDITIONS The following sections of text present our observations, measurements, findings, and interpretations regarding surface, soil, groundwater, and seismic conditions at the project site. AIA International Development May 25, 2001 LSI ADAPT Project No. WA01- 6267 -0 Page 4 1.9PIYS1 f#f�dfi91z1xh1xc 4']? k•( itr? y' gv�ei* WwS..•+ a�trt+ irlrm+' NP, Y.± n�mNZwt�yca. �rr�u�« s+. Uw.: w. n: r �.. w. +.. s: �, �^. x!., nwruo-rso-F +.� +uan ..............n ..,...,. 1 Z �Z �w QQ JU UO Cl) U) LIJ J = H U) U_ w J U_? co) a = w z� �O z�_ w w U� ON 0 F- wW w z U= O Z LSI ADAPT 4_1 Surface Conditions The subject site is vegetated by second - growth trees with a relatively thick growth of understory vegetation. We observed seepage water emanating along the face of what appears to be a cut slope at the west end of the existing driveway in Lot No. 2 (between roughly 140 and 150 feet elevation contours). The seepage was observed to collect at the top of the driveway and flow along the driveway to a drain system located at the bottom of the driveway. Filamentous vegetation was observed in the northwest corner of Lot No. 1, just to the south of this surface seepage area, indicating saturated, near - surface soil conditions. We did not observe surface seepage conditions elsewhere across the site. 4.2 Soil Conditions According to published geological maps, the general soil conditions at the site location consist of glaciofluvial sands and gravels overlying glacial drift. Our on -site explorations did not confirm the presence of glaciofluvial or glacial drift deposits; rather, the observed site soils correlated better with the Lacustrine Silt and Clay deposits mapped near -by the site. Our explorations revealed a fairly uniform subsurface stratigraphy across the site. Specifically, our borings revealed weathered, tannish gray to gray with rusty mottling, medium stiff sandy silts and loose to medium dense silty sands above an elevation ranging from about 135 feet in the southeastern portion to roughly 145 feet in the northwestern portion of the site. Below these near- surface, weathered soils, our borings disclosed stiff to very stiff, blue -gray, clayey silts and silts. The site soils are mantled by approximately 6 to 12 inches of forest duff, grass, sod i and topsoil. 4.3 Groundwater Conditions At the time of drilling (May 2001), groundwater was observed at a depth of approximately 13 feet in boring B -2 at the western end of Lot No. 1, corresponding to an elevation of about 143 feet. This groundwater was encountered within a limited sand layer and is interpreted to be perched atop the underlying, relatively impermeable sandy silts or clayey silts. This groundwater zone may be related to the groundwater seepage emanating along the existing cut slope at the western end of Lot No. 2. Because our explorations were performed during an extended period of moderately wet weather, these observed groundwater conditions may closely represent the yearly average levels; somewhat higher levels probably occur during the winter and early spring months, while slightly lower levels may occur during the summer and early fall months. Throughout the year, groundwater levels would likely fluctuate in response to changing precipitation patterns, off -site construction activities, and changes in site utilization. 4.4 Seismic Conditions Based on our analysis of subsurface exploration logs and our review of published geologic maps, we interpret the on -site soil conditions to correspond to seismic soil profile type SE, as defined by Table 16 -J of the 1997 Uniform Building Code. This soil profile type is characterized by soft soils with an average blowcount less than 15 within the upper 100 feet bgs. Current (1996) National Seismic Hazard Maps prepared by the U.S. Geological Survey indicate that a peak bedrock site acceleration coefficient of about 0.30 is appropriate for an earthquake having a 10- percent probability of exceedance in 50 years AIA International Development LSI ADAPT Project No. WA01- 6267 -0 May 25, 2001 Page 5 Z Z QQ JU 0 V) 0 C0 LU J = l-- �LL w 9-1 LL N_ Z C1 �w z F— O Z~ �5 U� ON 0H wW �- O •Z w U= O Z LSI ADAPT (corresponding to a return interval of 475 years). According to Figure 16 -2 of the 1997 Uniform Building Code, the site lies within seismic risk zone 3. 4_5 Environmentally Critical Area Conditions The proposed site is located within an Area of Potential Geologic Instability identified on City of Tukwila Sensitive Area maps, with a moderate to high landslide potential and general slopes between 20 and 40 percent (Class 2 and Class 3 Area). Specifically, the topographic survey for the site indicates that Lot No. t 2 and the eastern margin of Lots No. 1 and 149 slopes at an inclination 2H:1 V (25 percent) downward towards the north - northeast, while the uphill area within the western portion of Lots No. 1 and 149 (above the level bench area) is inclined at approximately 4H:1 V downward towards the northeast. The recommendations and conclusions of this geotechnical engineering report address the concerns related to the steep slope designation, in general accordance with the Sensitive Areas Overlay of the City of Tukwila building code. 'Provided that the recommendations of this report are implemented, the project is considered feasible and is not anticipated to adversely affect the stability of the subject site or adjacent properties. 5.0 CONCLUSIONS AND RECOMMENDATIONS Development plans call for the construction of new residential houses at the site. Based on our findings and the results of our analyses, the project is considered feasible from a geotechnical standpoint, provided that the recommendations of this report are implemented. The following text sections of this report present our specific geotechnical conclusions and recommendations concerning site preparation, spread footings, slab -on grade floors, backfilled walls, drainage systems, and structural fill. WSDOT Standard Specifications and Standard Plans cited herein refer to WSDOT ; publications M41- 10;"2000 Standard Specifications for Road, Bridge, and Municipal Construction, and M21 -01, 2000 Standard Plans for Road, Bridge, and Municipal Construction, respectively. 5.1 Site Preparation Preparation of the project site should involve temporary drainage, clearing, stripping, cutting, filling, excavations, dewatering, and subgrade compaction. The paragraphs below discuss our geotechnical comments and recommendations concerning site preparation. Temporary Drainage We recommend intercepting and diverting any potential sources of surface or near - surface water within the construction zones before stripping begins. Because the selection of an appropriate drainage system will depend on the water quantity, season, weather conditions, construction sequence, and contractor's methods, final decisions regarding drainage systems are best made in the field at the time of construction. Nonetheless, we anticipate that curbs, berms, or ditches placed along the uphill side of the work areas will adequately intercept surface water runoff. AIA International Development LSI ADAPT Project No, WA01- 6267 -0 May 25, 2001 Page 6 W.M¢1f .. ii1 ,__X G%it1.:.�i.4Y4N.+l��S Z �z �w 00 0 w� CO U. w 0 � J LL Q N 0 = d �w Z �0 z�_ LLJ w VO ON o ff wW �0 w Z to O F- z LSI ADAPT Clearing and Stripping After surface and near - surface water sources have been controlled, the construction areas should be cleared and stripped of all trees, bushes, sod, topsoil, debris, asphalt, and concrete. Our explorations indicate that an average thickness of about 6 to 12 inches of forest duff, sod, duff, and topsoil will be encountered across the site, but significant variations could exist, especially where tree root balls are encountered. Furthermore, it should be realized that if the stripping operation proceeds during wet weather, a generally greater stripping depth might be necessary to remove disturbed, surficial, moisture- sensitive soils; therefore, stripping is best performed during a period of dry weather. Demolition: As a part of the initial site preparation, any existing structures present within the construction areas should be demolished. Any associated underground structural elements or utilities, such as old footings, stemwalls, and drainpipes, should be exhumed as part of this demolition operation. Excavations Site excavations ranging up to about 20 feet deep will be required to accommodate the proposed house garage and basement levels. Based on our explorations, we anticipate that these excavations will encounter medium stiff, sandy silts and loose to medium dense, silty sands, underlain by stiff' to very stiff clayey silts and silts within the anticipated excavation. Some perched groundwater seepage zones may be encountered where isolated sand lenses are encountered within the silty soils. These soils can likely 'be cut with conventional earth working equipment such as small dozers and trackhoes. Temporary Cut Slopes All temporary soil cuts associated with site regrading or excavations should be adequately sloped back to prevent sloughing and collapse. For the various soil layers that will likely be encountered in the excavation, we tentatively recommend the follovying maximum cut slope inclinations: Soil Type Loose to medium dense Sand Medium dense Silty Sand Medium stiff Sandy /Clayey Silt Maximum Inclination 1' /2H: IV 1H:1V 1H:1 V If groundwater seepage is encountered within the excavation slopes, the cut slope inclination should not exceed 1' /2H: l V. However, appropriate inclinations will ultimately depend on the actual soil and groundwater seepage conditions exposed in the cuts at the time of construction. It is the responsibility of the contractor to ensure that the excavation is properly sloped or braced for worker protection, in accordance with OSHA guidelines. In addition to proper sloping, the excavation cuts should be draped with plastic sheeting for the duration of the excavation to minimize surface erosion and ravelling. Dewatering Our site surface and subsurface exploration reveled the presence of perched groundwater conditions within Lots No. 1 and 2. The proposed site excavations might encounter perched groundwater seepage, depending on the actual excavation depth and time of year. If groundwater is encountered, we AIA International Development LSI ADAPT Project No. WA01- 6267 -0 May 25, 2001 Page 7 Z '~ w tr � UO 0 w= H �U_ w 9 L L = �w z F— O Z w U� O� OH wW H- LLO .. Z w U= O Z LSI ADAPT anticipate that an internal system of ditches, sump holes, and pumps will be adequate to temporarily dewater the excavation. Subgrade Compaction Exposed subgrades for footings, floors, pavements, and other structures should be compacted to a firm, unyielding state, if warranted by soil moisture conditions. Any localized zones of loose granular soils observed within a subgrade should be compacted to a density commensurate with the surrounding soils. In contrast, any organic, soft, or pumping soils observed within a subgrade should be overexcavated and replaced with a suitable structural fill material. Permanent Slopes All permanent cut slopes and fill slopes should be adequately inclined and revegetated to minimize long -term ravelling, sloughing, and erosion. We generally recommend that no permanent slopes be steeper than 2H:1 V. For all soil types, the use of flatter slopes (such as 2.5H:1 V) would further reduce long -term erosion and facilitate revegetation. It should be noted that the existing cut slope at the western end of Lot No. 2 appeared to be oversteepened and may need to be regraded to a more stable configuration, following installation of a subsurface trench drain system as described in the Drainage Systems section of this report. Alternatively, a concrete or segmental retaining wall may be constructed,, t if required due to spacial constraints. ADAPT is' available to assist with additional geotechnical design criteria, should this become necessary. Slope Protection We recommend that a permanent berm, swale, or curb be constructed along the top edge of all permanent slopes to intercept surface flow. Also, a hardy vegetative groundcover should be established as soon as feasible, to further protect the slopes from runoff water erosion. Alternatively, if slopes are too steep for vegetation to take hold, permanent slopes could be armored with quarry spalls or a geosynthetic erosion mat. 1.2 Spread Footings In our opinion, conventional spread footings will provide adequate support for the proposed houses if the subgrades are properly prepared. We offer the following comments and recommendations for purposes of footing design and construction. Footing Depths and Widths For frost and erosion protection, the bottoms of all exterior footings should penetrate at least 18 inches below lowest adjacent outside grades, whereas the bottoms of interior footings need penetrate only 12 inches below the surrounding slab surface level. All footings should bear within the native, medium dense sands /silty sands or medium stiff sandy /clayey silts. Continuous (wall) and isolated (column) footings should be at least 18 and 24 inches wide, respectively, to act as a true footing element providing the specified bearing capacity. Footing Surcharge Considerations: The current plan calls for basement retaining walls supported on spread footing elements. Some of these may be in close proximity of the adjacent structure . north of Lot No. 2. Generally, we recommend that the base of an upper footing be placed below a 1 H:1 V plane extending upwards from the heel of any lower footing, in order to reduce the risk for surcharging the AIA International Development May 25, 2001 LSI ADAPT Project No. WA01- 6267 -0 Page 8 Z �z �w U Cl) 0 CO W J 1 CO) w �Q = �w z 1--0 w �5 U ON o E- W W U.F- F- 0 O z LSI ADAPT backfilled footing stem walls or footing- supported retaining wall. Surcharge loads resulting from walls located closer than this may be evaluated by using elastic methods. ADAPT is available to assist with additional geotechnical design criteria, should this become necessary. Bearing Subgrades The native, medium dense sands /silty sands or medium stiff sandy /clayey silts Z underlying the proposed house locations appear well- suited for supporting the proposed shallow spread w footing system. Before concrete is placed, any localized zones of loose soils encountered in the footing Ce 2 subgrades should be compacted to a firm, unyielding condition. c L) 0 CO �. Subgrade Verification All footing subgrades should consist of firm unyielding, dense, undisturbed, W H native soils. Footings should never be cast atop loose, soft, or frozen soil, slough, debris, existing u. uncontrolled fill, or surfaces covered by standing water. We recommend that the condition of all W O subgrades be verified by an ADAPT representative before any concrete is placed. Q CO d Bearing Capacities Based on the bearing subgrade conditions described above, we recommend that all �_.. _ footings be. designed for the following allowable bearing capacities for static and seismic loadings: i zO .S Design Parameter Allowable Value U to { Static Bearing Capacity 2,000 psf = w Seismic Bearing Capacity 2,660 psf + —O i W Z CO Footing Settlements We estimate that total post - construction settiements of properly designed footings v bearing on properly prepared subgrades will not exceed 1 inch. Differential settlements could approach O Z ! one -half of the actual total settlement between adjacent foundation elements. Footing and Stemwall Backfill To provide erosion protection and lateral load resistance, we recommend that all footing excavations be backfilled on both sides of the footings and stemwalls after the concrete has cured. Either imported structural fill or non - organic on -site soils can be used for this purpose, contingent on a suitable moisture content at the time of placement. Regardless of soil type, all footing backfill soil should be compacted to a density of at least 90 percent (based on ASTM:D- 1557). Lateral Resistance Footings and stemwalls that have been properly backfilled as described above will resist lateral movements by means of passive earth pressure and base friction. Passive pressure acts over the embedded front of the footing (neglecting the upper 1 foot for soil foreslopes) and varies with the foreslope inclination. For site - specific design purposes, we are providing recommended allowable passive pressure values for level and 2H:1 V foreslopes. The level foreslope condition may be assumed if the ground surface is level within a horizontal distance equal to two times the footing width. We recommend using the following design values, which incorporate a static safety factor of at least 1.5: AIA Intemational Development LSI ADAPT Project No. WAOI- 6267 -0 May 25, 2001 Page 9 }YMVw.M. IN wNrs4+6tetFUCr7frrNt4f:aPF Yar{ �*.! awawn.. y xwv�v�v* mb+. Y. rnl nrm.!. 1w. v{ W, �. ka. y; awr5< r+. + rt.ln.sta+s+w!mv.Rr* *^+q•C..Ak�t a I LSI ADAPT Allowable Design Values Design Parameter Level Foreslope (2H:1 V) Foreslope Static Passive Pressure 250 pcf 125 pcf Seismic Passive Pressure 330 pcf 160 pcf Base Friction Coefficient 0.30 0.30 5_3 Slab -on -Grade Floors In our opinion, soil- supported slab -on -grade floors can be used for the proposed house if the subgrades are properly prepared. We offer the following comments and recommendations concerning slab -on -grade floors. 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), but clean angular gravel can be used if it adequately prevents capillary wicking. Vapor Barrier We recommend that a layer of plastic sheeting (such as Crosstuff, Visqueen or Moistop) 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. Vertical Deflections Soil - supported slab -on -grade floors can deflect downward when vertical loads are applied, due to elastic compression of the subgrade. In our opinion, a subgrade reaction modulus of 100 pounds per cubic inch (pci) can be used to estimate such deflections. Subgrade Verification All slab -on -grade floors should bear on firm, unyielding native soils or on suitable structural fill soils. We recommend that the conditions of all subgrades and overlying layers be verified by an ADAPT representative before any concrete is placed. 5_4 Backfilled Walls In our opinion, backfilled concrete retaining walls can be used around the below -grade portions and to support interior shear walls of the houses. Our wall design recommendations and comments are presented i below. Footing Depths For frost and erosion protection, all perimeter and basement retaining wall footings should penetrate at least 18 inches below the lowest adjacent ground surface, whereas the bottoms of AIA International Development May 25, 2001 LSI ADAPT Project No. WA01- 6267 -0 Page 10 z �w JU UO N o ` J � U. w 0 U_ ¢ to = Cd �w Z l- O z I— w � o' U O N o I— ww U- O w z U= O ~• z LSI ADAPT interior wall footings need only penetrate 12 inches below the surrounding slab surface level. All footings should bear within the native, medium dense sands /silty sands or medium stiff sandy /clayey silts. Curtain Drains To preclude hydrostatic pressure development behind the perimeter retaining walls, we recommend that a curtain drain be placed behind the entire wall along the perimeter of the houses. This Z curtain drain should consist of pea gravel, washed rock, or some other clean, uniform, well- rounded z gravel, extending outward a minimum of 2 feet from the wall and extending from the footing drain upward to within about 12 inches of the ground surface. We also recommend that a 4- inch - diameter U O perforated drain pipe be installed behind the heel of the wall, as described for Perimeter Drains in the � W Drainage Systems section of this report. J z N LL Backfill Soil The on -site granular soils could be used as backfill placed behind the curtain drain, if they are near the optimum moisture content. Alternatively, the wall backfill would consist of clean, free- Q draining, granular material, such as "Gravel Backfill for Walls" per WSDOT Standard Specification 9- N d 03.12(2). w ? t 4 Backfill Compaction Because soil compactors may induce significant lateral pressures on retaining I-- O w w a walls, we recommend that only small, hand - operated compaction equipment be used within 3 feet of a v o completed wall. Also, all backfill should be compacted to approximately 90 percent of the maximum dry O U) density (based on ASTM:D- 1557); a greater degree of compaction closely behind the wall would increase 0 H uI W ' the lateral earth pressure, whereas a lesser degree of compaction might lead to excessive post - construction settlements. 1L O wZ CO Grading and Capping To retard the infiltration of surface water into the backfill soils, the backfill 0 t- surface of exterior walls should be adequately sloped to drain away from the wall. We also recommend Z i that the backfill surface directly behind the wall be capped with asphalt, concrete, or 12 inches of low- ; permeability (silty) soils. Applied Loads Overturning and sliding loads applied to retaining walls, can be classified as static pressures, surcharge pressures, seismic pressures, and hydrostatic pressures. We offer the following specific values for design purposes. • Static Pressures Yielding (cantilever) retaining walls should be designed to withstand an appropriate active lateral earth pressure, whereas non - yielding (restrained) walls should be designed to withstand an appropriate at -rest lateral earth pressure. The criteria for yielding walls may be applied where the top of the wall is allowed to translate or rotate a distance equal to 0.001 to 0.002 times the wall height. These pressures act over the entire back of the wall and vary with the backslope inclination. For various backslope angles, we recommend using the following active and at -rest pressures (given as equivalent fluid unit weights): AIA International Development LSI ADAPT Project No. WA01- 6267 -0 May 25, 2001 Page I I LSI ADAPT Backslope Angle Level 4H:1 V 2H: I V Active Pressure 35 pcf 44 pcf 53 pcf At -Rest Pressure 55 pcf 62 pcf 75 pcf • Surcharge Pressures Static lateral earth pressures acting on a retaining wall should be increased to account for any surcharge loadings from traffic, construction equipment, material stockpiles, or structures. We have assumed that the retaining walls supporting the proposed basement and perimeter walls will be placed far enough apart so as not to exert surcharge pressure on the lower walls. This requires that the base of an upper wall footing is placed below a 1H:1V plane extending upwards from the heel of any lower wall. • Seismic Pressures Static lateral earth pressures acting on a retaining wall should be increased to account for seismic loadings. These pressures act over the entire back of the wall and vary with the backslope inclination, the seismic acceleration, and the wall height. Based on a design acceleration coefficient of 0.25 to 0.30 and a wall height of "H" feet, we recommend that these seismic loadings be modeled as the following uniform horizontal pressures for various backslope angles: Backslope Angle Active Pressure At -Rest Pressure Level 3H:1 V 4HA V 4H psf 6H psf 8H psf 12H psf 18H psf 24H psf • Hydrostatic Pressures If groundwater is allowed to saturate the backfill soils, hydrostatic pressures will act against a retaining wall. If an adequate drainage and discharge system is installed behind the retaining wall, we do not expect that hydrostatic pressures will develop. Resisting Forces Static pressures, surcharge pressures, seismic pressures, and hydrostatic pressures are resisted by a combination of passive lateral earth pressure, base friction, and subgrade bearing capacity. Passive pressure acts over the embedded front of the footing (neglecting the upper 1 foot for soil foreslopes) and varies with the foreslope inclination, whereas the base friction and bearing capacity act along the bottom of the footings. For site - specific design purposes, we are providing recommended allowable passive pressure values for level foreslopes. The level foreslope condition may be assumed if AIA International Development May 25, 2001 LSI ADAPT Project No. WA01- 6267 -0 Page 12 Z Z t � JU 0 U O CO w J = E-' CO U, wO � J LL Q N � = CO �. w Z F_ O Z F- W U� ON WW -O .Z W CO O Z LSI ADAPT the ground surface is level within a horizontal distance equal to two times the footing width. We recommend using the following design values, which incorporate a static safety factor of at least 1.5: Allowable Design Values Design Parameter Static Passive Pressure Seismic Passive Pressure Base Friction Coefficient Static Bearing Capacity Seismic Bearing Capacity 250 pcf 125 pcf 330 pcf 160 pcf 0.30 0.30 2,000 2,000 2,660 2,660 5.5 Drainage Systems In our opinion, the houses should be provided with permanent drainage systems to minimize the risk of future moisture problems. We offer the following recommendations and comments for drainage design and construction purposes. Perimeter Drains We recommend that the houses be encircled with a perimeter drain system to collect seepage water. This drain should consist of a 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 tie wrapped with filter fabric to reduce the migration of fines from the surrounding soils. The drain invert should be installed no more than 8 inches above or below the base of the perimeter footings. All perimeter drains should discharge to a municipal storm drain, sewer system, or other suitable location by gravity flow. Runoff Water Roof-runoff and surface -runoff water should not discharge into the perimeter drain system. Instead, these sources should discharge into separate tight line pipes and be routed away from the house to a storm drain or other appropriate location. Grading and Capping 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 house. Ideally, the area surrounding the house would be capped with concrete, asphalt, or low - permeability (silty) soils to reduce surface -water infiltration. Subsurface Trench Drain Groundwater seepage was observed to be emanating along the apparent cut face in the western end of Lot No. 2. We recommend that this seepage be controlled prior to site development by constructing a permanent subsurface trench drain system at the base of the slope, directly connected via tightline to a municipal storm drain, sewer system, or other suitable location by gravity AIA International Development May 25, 2001 LSI ADAPT Project No. WAO1- 6267 -0 Page 13 Level Foreslope (2H:1V) Foreslope Z Z �w Q � J 00 C J = H CO U_ w UQ =d �W F- O Z F_ W W U� O CO, 0 !_ ww �- O W Z 0 O Z LSI ADAPT flow. This subsurface trench drain should consist of a main drain line parallel to the base of the slope, connected to "finger drains" excavated perpendicular to and into the slope face. The purpose of the finger drains would be to draw down the perched groundwater seepage from the slope face and divert it into the main trench drain system, to minimize slope surface erosion due to soil /groundwater piping. The main trench drain and the finger drains should consist of a 4 -inch diameter, perforated PVC pipe within an envelope of pea gravel or washed rock, extending at least 6 inches on all sides of the pipe and upwards to within 12 inches of the ground surface. The gravel drain rock should be wrapped with filter fabric (same as footing drains) to reduce the migration of fines from the surrounding soils. The trench drain should be capped with silty on -site soils or topsoil, to minimize infiltration of surface runoff water and reduce the long -term. risk of clogging due to siltation. Clean -outs should be provided at both ends of the perforated drain pipe. 5_6 Structural Fill The term "structural fill" refers to any placed under foundations, retaining walls, slab -on -grade floors, sidewalks, pavements, and other such features. Our comments, conclusions, and recommendations concerning structural fill are presented in the following paragraphs. Materials Typical structural fill materials include clean sand, granulithic gravel, pea gravel, washed rock, crushed rock, quarry spalls, controlled - density fill (CDF), lean -mix concrete, well - graded mixtures of sand and gravel (commonly called "gravel borrow" or "pit- run "), and miscellaneous mixtures of silt, sand, and gravel. Recycled asphalt, concrete, and glass, which are derived from pulverizing the parent materials, are also potentially useful as structural fill in certain applications. Soils used for structural fill should not contain any organic matter or debris, nor any individual particles greater than about 6 inches in diameter. Fill Placement Generally, pea gravel, washed rock, quarry spalls, CDF, and lean -mix concrete do not require special placement and compaction procedures. In contrast, clean sand, granulithic 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. On -Site Soils Because relatively large cuts are planned for the project, we expect that large quantities of on -site soils will be generated during earthwork activities. We anticipate that fill will be needed to backfill footings and retaining walls at the site. Given that the site soils are predominantly fine- grained and, as such highly moisture- sensitive, we recommend that the construction planning includes a contingency for importing "clean ", granular fill, in the event that adequate soil aeration is not feasible within the construction time -frame due to unfavorable site conditions. As such, we offer the following evaluation of these on -site soils in relation to potential use as structural fill. AIA International Development LSl ADAPT Project No. WA01- 6267 -0 May 25, 2001 Page 14 i.i. f.:4rsl•S: xc:.i*::v..,::k:xd�' iw: ry�wYa '��,���;'r�7A':;ikS!,�:N' =.3i: " iai�aFee«d.�` �t' ' aA.: dl 1+1+1�Xfi�jatv:%3:t+•3.'NwL.iCr� iG. w b! N z Z �W QQ JU UO Cl) CO W - _ H �W WO U_ N� = �W z E- F— O Z F— W W U 0 O� 0 F- WW �z lii U= O Z LS{ ADAPT • Surficial Organic Soils The sod, duff, topsoil, and organic -rich soils mantling most of the site are not suitable for use as structural fill under any circumstances, due to their high organic content. Consequently, these materials can be used only for non - structural purposes, such as in landscaping areas. • Silty Sand /Sandy Silt The silty sand or sandy silt units underlying the surficial organic and fill soils appeared to be above their optimum moisture condition. We anticipate that these sandy soils may be reworked and recompacted, given favorable weather conditions when they can be aerated to reduce their moisture content. However, these soils would be difficult to reuse during wet weather, due to their moderately high silt content. • Silt / Clayey Silt The silt and clayey silt units underlying the surficial organic - soils do not appear to be suitable for reuse as structural fill at their present moisture contents. However, these soils may become suitable for reuse during a period of dry weather if they can be aerated to reduce their moisture content. It should be noted that these fine - grained soils are extremely moisture- sensitive and are not likely to be suitable for use as structural fill during wet site conditions. 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: Minimum Fill Application Footing subgrade or bearing pad Footing and retaining wall backfill Slab -on -grade floor subgrade and subbase Roadway embankment (upper 2 feet) Roadway embankment (below 2 feet) Concrete sidewalk subgrade Compacti 90 percent 90 percent 90 percent 95 percent 90 percent 90 percent It should be noted that the City of Seattle compaction standard for construction work within right -of -way areas requires 95 percent density, based on the Standard Proctor test (ASTM:D -698). This requirement is generally equivalent to about 90 percent compaction using the more stringent Modified Proctor criteria (ASTM:D- 1557). Subg ade Verification and Compaction Testing Regardless of material or location, all structural fill should be placed over firm, unyielding subgrades prepared in accordance with the Site Preparation section of this report. The condition of all subgrades should be verified by an ADAPT representative before filling or construction begins. Also, fill soil compaction should be verified by means of in -place AIA International Development May 25, 2001 LSI ADAPT Project No. WA01- 6267 -0 Page 15 z ;3: Z �w aa JU UO mo J = E- NU. w 0 LLQ Cl) = d F _ w z� I— O z I— w w VO O N. � I— wW U F U. F- . z w U= O z LSI ADAPT 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. CDF Strength Considerations CDF is normally specified in terms of its compressive strength, which typically ranges from 50 to 200 psi. CDF having a strength of 50 psi (7200 psf) provides adequate support for most structural applications and can be readily excavated with hand shovels. A strength of 100-psi (14,400 psf) provides additional support for special applications but greatly increases the difficulty of hand- excavation. In general, CDF having a strength greater than about 100 psi requires power equipment to excavate and, as such, should not be used where future hand - excavation might be needed. 6.0 RECOMMENDED ADDITIONAL SERVICES Because the future performance and integrity of the structural elements will depend largely on proper site preparation, drainage, fill placement, and construction procedures, monitoring and testing by experienced geotechnical personnel should be considered an integral part of the construction process. Consequently, we recommend that ADAPT be retained to provide the following post -report services: • Review all construction plans and specifications to verify that our design criteria presented in this report have been properly integrated into the design; • Prepare a letter summarizing all review continents (if required by City of Tukwila); • Attend a pre - construction conference with the design team and contractor to discuss important geotechnically related construction issues; • Observe all exposed subgrades after completion of stripping and overexcavation to confirm that suitable soil conditions have been reached and to determine appropriate subgrade compaction methods; • Monitor the placement of all structural fill and test the compaction of structural fill soils to verify their conformance with the construction specifications; AIA International Development LSI ADAPT Project No. WA01- 6267 -0 May 25, 2001 Page 16 .. ..i�`i'� :+:6Ei12c;!«y4.SatRFJk.�e. eSa:' ,ai.4 �:wt'+:i �;Sl;�v s.�at F :aAv.s�;�" dW+awlu+�✓ 'ra' uur - s;. Z z �w Q � JU U Cl) CO LU J = CO W w 9-1 U. CO d = uJ Z �. E_ O Z f_ U1 w U� O �. 0 F- wW �F- "-- O Z U= 01-- z LSI ADAPT • Check all completed -subgrades for footings and slab -on -grade floors before concrete is poured, in order to verify their bearing capacity; • Observe the installation of all perimeter drains, wall drains, and capillary break layers to verify their conformance with the construction plans; • Prepare a post - construction letter summarizing all field observations, inspections, and test x results (if required by City of Tukwila). Upon request, we could submit a proposal for providing some or all of these construction monitoring, inspection, and testing services. Such a proposal is best prepared after the project plans and specifications have been approved for construction. 7.0 CLOSURE The conclusions and recommendations' presented in this report are based, in part, on the explorations that we performed for this study; therefore, if variations in the subgrade conditions are observed at a later time, we may need to modify this report to reflect those changes. Also, because the future performance and integrity of the project elements depend largely on proper initial site preparation, drainage, and construction procedures, monitoring and testing by experienced geotechnical personnel should be considered an integral part of the construction process. 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. Respectfully submitted, LSI ADAPT "4" /< Rolf B. yllse , P.E. Senior Geotechnical Engineer 1 K. ew, P. Eft:' mor Geotechnical Engineer Senior Reviewer i AIA International Development May 25, 2001 LSI ADAPT Project No. WA01- 6267 -0 Page 17 Z Z �w dd JU UO to 0 co W J = I— Co u.. wo U. Q N� = F- w z� l'— O Z �5 U ON 0 F— wW XU ti O .. Z C0 H H: O Z EXPlFIES 8 / 51 D3 w woo �d o a� 0 0q J :NOTICE: IF THE DOCUMENT IN THIS FRAME I LESS DOCU R TH N THIS NOTICE IT IS DUE TO THE. QUALITY A ac T w W D -� 11, "7Y -t 07. ' .2 0 BORING /MONITORING WELL LOG LSI ADAPT 800 Maynard Avenue south, Sub 403 Seattle, Washington 98134 nL:208.654.7045 FAX: 208.654.7048 PROJECT Hellwig's Addition Lots 1, 2 & 149 Job Number : WA01- 6267 -0 Boring No.: B -1 .LOCATION : 13821 Macadam Road South Tukwila Washi 98168 Monitoring Well No.: Ground surface Elevation: 139' Casing Elevation: WA Elevation Reference: City of Tukwila 01 Of 1- 0 SOIL DESCRIPTION Stiff to very stiff, moist, blue -gray, clayey SILT /SILT with some clay Becoming very stiff . S-1 S-z s-3 S-4 4 7 10 6 7 e 5 9 12 6 8 12 g AS -BUILT WELL DESIGN LABOPATOW TMM 5 10 15 Boring terminated at 14.0 feet. No groundwater seepage observed. NOTE: Surface soils were observed to be saturated from surface seepage. 20 25 30 LEGEND 24nch 0. D. 80"p= Sw* S npb not Rwwwed V _ Stab WNW is W at Dd*V ® Type of Arrf *W TWYV Pab. ® Gr fr_ d—) 70( 3 1H - Yrh O.D. D�nrs i Moon SrrpM V f � WSW Law NR No Rocowy Omb S-09 (SW Cutlfrw) OATS _ SfMby Tubs Sr�pb —i— PNdwd Gmvid~ ATD At TNr of VMV (% Own) >tan uate : 05/l) MI completion uate : 05m/01 Logged t3y : H.t3.H. z Z �w QQ JU U <n W = H N u- w 0 a� w D � d W Z H O z F- w w U� O CO) o t- =U H � LL O ui z U= O z Start Date: 05/09/01 compleuon uate : uaivyiul t.owvu or . n.w.". BORING /MONITORING WELL LOG SwMaynnardAv ~D S South, Sul* 403 Sealtie, Washington 98134 TEL: 206.654.7045 FAX: 206.654:7048 PROJECT Hellwig'S Addition Lots 1,2& 149 Job Number : WA01 -6267-0 Boring No.: B -2 LOCATION : 13821 Macadam Road South Monitoring Well No.: Tukwila Washington 98168 9 Ground Surface Elevation : 155 Casing Elevation: WA Elevation Reference: City of Tukwb 0 P age: A S — 0— SOIL DESCRIPTION Forest duff, sod and topsoil Medium stiff, moist to wet, tan -gray with rusty mottling, sandy SILT with thin sand lenses — __ — - — , - - - - -- - - -- Medium stiff, moist et blue -gray and tannish gray with rusty and dark brown spots, intermixed sandy SILT and fine SAND with scattered fine rootlets (Disturbed ?) . Mum stiff, moist, gray with some rust spots, edi fine sandy SILT with some clay Medi m wet, bluray, clayey SILT u stiff, moist to " -g with occasional thin, fine sand lenses Medium dense, satur�T�d iue- gr ay,.fine � medium SAND j r $4 S-2 S-3 s4 S-5 3 3 4 4 3 4 4 3 4 3 3 4 7 c # -BUILT WELL DESIGN 5 . 10 15 Boring terminated at 14.0 feet. Groundwater observed at 12.5 feet. NOTE: SPT sample from 12.5 to 14.0 feet contained indications of saturated sand lens, however, no recovery due to missing catcher in sampling tube. Cuttings sample (S -5) collected from auger lead section after withdrawal. 20 25 30 f I LEGEND _ I _1_ 24noh O. D. SpM•Spoon Sample Sample not naoowrad V S1dc W&W Uvd r Drirp ® Tm of Anak" T-*V Pa tunW alb .J— DATE � 3 114 . lrch O.D. Dw w i Moon Sample � Stwo Wow LMW NR No Y I Grab Sample (Sol CU*W) DATE 200 H Shabr Tuba Sampta ® Pwdud 6wAvaM AM At Tkrr of Dr1Fp anw �Iianl z �Z w U CO)O J CO LL w �Q N� = F w ZO 25 U O� o�_ wW H� LL O LLi z CO O F- z LSI ADAPT BORING /MONITORING WELL LOG 800W „ TEL: 206.654.7045 FAX: 206.654.7018 PROJECT Hellwigs Addition Lots 1, 2 & 149 Job Number : WA01- 6267 -0 Boring No.: B -3 LOCATION : 13821 Macadam Road South Monitori Well N O.: Tukwila Washington 98168 9 (around Surface Elevation: 149 Casing Elevation: WA Elevation Reference: Cq of Tukwila 0o O: 1 0 SOIL DESCRIPTION Medium dense, moist, tannish gray with some rusty mottling, gravelly, silty SAND -- - -- - -- - - - - - -- - -- - -- Medium stiff, moist to wet, tannish gray with rusty mottling, fine sandy SILT — - - - -- ----- - - - - -- - - - - -- Medium stiff, moist td wet, tan -gray with some -\` rusty mottling, clayey SILT -- - - - - -- J � Loose, moist to wet, tan -gray with some rusty mottling, fine SAND Loose to medium dense, wet to saturated, gray, silty, fine SAND Stiff, moist, blue -gray, clay S-1 ` S•2 s-3 S•4 5 5 3 3 4 3 3 4 4 5 4 AS -BUILT WELL DESIGN 5 10 15 20 Boring terminated at 19.0 feet. No groundwater seepage observed. 25 s 30 i I LEGEND roe not .d Static mis, UW W r M" ® T d Ai 60od T.dnp Potmrd ® (% * bin Arrly�it I 2•Mch O.0.6p4SDoon Snow X Sr � DATE " �� *WW4 • 31A • Mch OD. ones & Moore Son* D � Stdlc WOW LOW NR � fLoowy xC t Grob �rPw (`Sd �Oc) 20o w.h I Shek rub. Un* ® Pordrd Grow& i" ATD At Ttrrr of DftV ® (%tars dmn) t stare uate : uNWIul uompfeuon Liam; varueiui L.Vubw or • �• z �z "~ W JU UO CO o W H �W W� 9_j LL.? Cj)a =W �- _ Z f-- ZO W W U ON 0 F— Ww z U= O z July 2, 2001 2 LSI ADAPT Project No. WA01- 6267 -0 w a! _J 2 AE�cNED AIA International Development �R.f OFTUKWILA v 00 306 North I Avenue N W Kent, Washington 98032" PERMIT C NTEA to w w O Attention: Mr. Saraj Khan UQ Subject: Geotechnical Supplement No. 1— On -Site Storm Water Infiltration N d Hellwig's Addition Lots No. 1, 2 & 149 w z3: 13821 Macadam Road O Tukwila, Washington � w. Dear Saraj: �o p Co • off As requested, LSI ADAPT, Inc. (ADAPT) are pleased to submit this letter addressing the suitability of w — U on -site storm water infiltration on the project site referenced above. The additional engineering review q_ p and letter was requested by Mr. Mohammad Saleem on June 22 2001. This letter supplements the LLi W conclusions and recommendations presented in our Geotechnical Engineering Report for the subject ~O project dated May 25, 2001. Z We understand that the City of Tukwila requires on -site infiltration of storm water if favorable site soil infiltration conditions exist at the site. The borings advanced as a part of our geotechnical study revealed the site soil conditions to generally consist of surficial, medium stiff sandy silts and silty fine sands overlying stiff to very stiff silt and clayey silt. Based on the observed soil conditions and generally accepted infiltration characteristics of fine-grained soils (sandy silts, clayey silts, etc), it is our opinion that the site surface and subsurface conditions are not favorable for the use of on -site infiltration systems, primarily for the following reasons: • Based on the soil classification performed as a part of our geotechnical report, the fine- grained site soils would be classified as Hydrologic Soil Type C or D (Silt Loam or Clay Loam, based on the USDA Soil Texture Class). These soil types are typically associated with infiltration rates of 60 miniinch, or less. Such low infiltration rates are generally not considered favorable for infiltration systems. i 800 Maynard Avenue South LSI ADAPT, Inc. Tel (206)- 654 -7045 Suite 403 Fax (206) 654 -7048 Seattle, Washington 98134 www.adaptangr.com } LS1 ADAPT • The proposed building sites are located near the top of existing steep slopes (Class 2 and Class 3 Areas). Soil infiltration systems are generally avoided close to the top of slopes to minimize the risk of adversely affecting the stability of the slope area. In fact, we typically recommend to minimize surface infiltration into the subsoils near the top of slopes by channelling surface water flow and providing good surface drainage. We appreciate the opportunity to be of continued service on this project. Should you have any questions concerning this letter, or if we can assist you further, please contact us at 206- 654 -7045. t , Respectfully submitted, LSI ADAPT, Inc. Rolf B. Ayllscth, P.E. Senior Geotechnical Engineer Distribution: AIA International Development (1) Attn: Mr. Saraj Khan Mohammad Saleem (2) Z Cr.w �U UO CO J � CO LL W O. �:3 U- Q Nd =w E- 3: Z t— �O Z �- W U ON 0 I-- WW 2 H LL O W Z to O� Z EMPIRES e / 5 i 0 —� .. N-- +a• r�iara.rraavusresra ,+ FROM AIR Contracting,Inc. 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InOKM - rnrM oN1H3e los i 13AM NO aXVG- SI RMS3G y0i oho .�z w x w 3m , . -Oi f — sow ais 35n • N'10 ��� � T i lr IiMl NOD NC v i 301 sa }NM01 r47j5 N3x3wl "0 x a 0 0/0 ,L NViii sS3' S31014 319v1 AS OdNI 'JNUYY2Id d001� SS31Nt1 0/0 „Zi 6 4 0i sliwf.3a 1p S310N x53 -v sew ,V /s SNVld DMWYkU 33S /M 3Ldld zho 94 id Wk RIOXION? 1 J ryy` ? � '^N 1,'�ra�d �vr;nlanals 1� oxoi 9998 cis :n7 crn7'r any ' JUN•17`2005 Jesse Binford s. V0 JTTRUCTURAL ENGINEERING JESSE VINEORD. PE LICEWDSMUCTURAI ENGINEER 2132147 Ave. E. Spansway, Washington 98387 Project No. 04--02 Phone: 253.677.9409(c) 253.846,2005 (lU DATE: 4/25/05 'PR dACT: Khan 3-Lot Development CLIENT: AIA CONTRACTING LOCATION: Tukwila, Washington JURISDICTION.- City of Tukwila Mr. Khan, Per your requesr I have reviewed the design of the basement wall and foundation. The original dtsign was for a V basement wall. Due to site conditions this was changed to 13'•0'. The original design utilized an unrestrained retaining wall design that woijld allow for wall to move and yield prior to the floor being placed over the wall. This would elirninate the need for expensive and labor intensive detalls for the floor framing / connectfons to the basement wall. As the footing has already been poured there are only rAvo alternatives. The ;first alternative is to use epoxy rebar dowels and increase the overall footing size and provide additional reinforcement required in the wall. This alternative is the most lebor intensive and costly of the two - alternatives. The second alternative is to design the wall as a restrained basement well with.gi vehide The 'basement wall will be restrained by the floor.framing. The r'einforcenwnt place&ibe the vertical dowels.is on the opposite side of applied mornent,at the bottom of the basement wail'ond is rhereforc considered to. be "pinned" and not "fixed' at its'base: hu T requlires the primary reinforcement to be placed at the mid height of the wall and not at the base• (per the original design). This' altertiattve will require that the wall thickness'be Increased to 10" and that the full• height reinforcement be revised as we)l. This altemative will also require that the Floor framing and connections be revised. The floor framing design revisions that are needed at this phase of constructlon are just the plate size and anchor bolt size and spacing. This information has been provided, along with the proposed revision to the basement wall, as an enclosure to this memo. Please contact me wit`► any questions, comments. or concerm- Respectfully, lesse Binford, PF A28 Struefural ft1neer1ng t b 'Al. 74 P1 '; 10 Enclosures: Basement Wall Revisions & Floor Framing Revlsions to Place & Anchor Belts RECEIVED OiTY OF Tt1KMLA jUN 2. 2, N05 PERMIT CENTER Ed WdeE : To S00z 0z -unr L.z0Lbsersz :"ON dNOHd •oUI16Utj.ot?aa.UOO IJIH : WONJ Z �Z d U.1 JU U Cl) 13 co LU J H Co U. WO u_ Q U 0 = FW Z P— H O Z H W W U� N 0 1-- W W H L). U_ O W Z CO ~ O Z Z --lo �C/ m Z** m N O 0 oc :c m mm --I z 0 --1 M --j x . > -n : 0) 0 Cl) 00 �o r- c : .E;U* , m .z Z FROM : AIR Contracting,Inc. PHONE NO. : 2538547027 vl"M..jo jjl,) Jun. 20 2005 01:28PM Pl * Swau"" • S1*&* 6586 ❑ f4dam sweld ❑ Pm= ❑ MOMOV J ❑ pown [I :am MUG Mu"d :SaBcd mod moid 'RL X.-R "3ul %U143equoo lolf tfivo 900&t9B ZE086 VM 'Oft 0999 X Od GnUQAV,L 40ON 90C lolf 3'-b" H16H RAILING ABOVE WALL PER U.B.G. N BC ENT 0 A PARKING LOT W16, ADD 2' TO TT FOM-O' R PUR TO P FOR i { GOLD JOINT BAR 'G' #5 ® 12" O.G. o HT. Y" PER TABLE — OF GONT. ® CENTER d '1 • III =1 I I aa�. l i I I_. da !aN. [2)AT5 OF A5PHALTIG tr u 510N DAMP PROOF % a ggAR 'A" ® �IE16HT PER TABLE - FIOOK TO 2 LLGLR OF ENID TTO TOE ' a BO 2 "GLR OFIOF TOE 2' GLR o B LL OF GLEAN A ET%1 I_ 2 a OVERA- DIRAIN IPE C 11 a WI 5TR P BAR IT MIN. CrAdalmlm—d mplimm-al STEM L H TOTAL FOOTING INCOMPLETE LTR# f RETAINING WALL DETAIL AIrls STEM VERT. REINF. FOOTING BAR "A" NZ STEM L H TOTAL FOOTING INCOMPLETE LTR# f RETAINING WALL DETAIL AIrls STEM VERT. REINF. FOOTING BAR "A" I BAR 'B' BAR 'D" HEIGHT 51ZE d 5PAGIN6 b' -0" #b o 12" O.G. #5 ® 12' O.G. #5 ® ION D.G. 4' -0" #5 0 12" O.G. #4 ® 12' D.G. #5 ® 10" D.G. FULL #5 ® 12" O.G. NA #5 o 14" O.G. FULL #4 ® 16' O.G. NA #4 ® 18' O.G. FULL #4 o 18" O.G. NA #4 ® 18" D.G. OB16N PERAMETER5: 501L BEARING PRE55LRE =2000 P5F 501L COEFFICIENT OF FRICTION = 0.4 ACTIVE FLUID PRE55ME = 35 PGF COMP. 5TRENGTH OF GONG., F'c = 25 K51 PASSIVE FLUID PRE55URE = 350 PGF 5TEEL YIELD 5TRENGTH = 60 K51 501L UNIT WEIGHT 125 PGF F � /rc r�� �o�t/�vr�� ��•�lr��s FNr Fq REGISTERED. "ARCHITECT Tor-Jan Ronhovde STATE OF WASHINGTON PKI Z S 7 5TEM VERT. REINF. I FOOTA6 DIMEN510 KEY IDTH = 2 .0 HEIC7HTI 51ZE d 5PAGING V-O" FTC. #5 ® lb O.G. DEPTH AR PC" WALL 'H" 'V" HEIGHT TOE STEM HEEL TOTAL T 'D' 12' -0' 2' -0' 10' 4' -2' 1' -0" 12' 12" NA 2'-q' 10' -0' 1' -2' W 4' -0' b' -0" 12' NA NA NA 8' b 10" 8" 2'-b" 4b" 10' NA NA NA b' -0' b" 8" 1' -10" 3' -0 ' 10' NA NA NA 4'-0" b' 8" 10" 2' -0" 10' NA NA NA 5TEM VERT. REINF. I F OOTIM BAR "A" I BAR 'B' I BAR b" HEIC7HTI 51ZE d 5PAGING V-O" #b ® I6' O.G. #5 ® lb O.G. #5 ® 10" O.G. 4' -0" #5 ® 12" O.G. #4 o 12' O.G. #4 ® q' O.G. FULL #5 A 12" O.G. NA #4 ® 18' O.G. FULL #4 ® Ib' O.G. NA #4 ® 18" O.G. FULL #4 ® 18" O.G. NA #4 ® 18' O.G. (FLIPPED FOOTING) REINFORCEMENT SCHEDULE: z '~ W � WV 0 CO) 11- NLL W uQ N� = �W z F- w0 W U� N O F- W T ILL — tll U= O z FOOTING 0IMEN510N5 I KEY WIDTH = 12' U.N.O FT6. DEPTH AR ' ' WALL 'H' 'V" HEIGHT TOE STEM HEEL TOTAL T 'D" 12' -0' 4' -2' 10' 2'-0 l' -0' 12' I'-6" NA 3' -3' 10' -0" 8b' 4' -0' 2'-b' 8" 8" 1' -2' 10' 6' -0 " 4' -0" 12" 10' 12" q" NA NA 2'-q" 2'-4' b' -0' P -10" 8' b' 3' -0' 10' NA NA NA 4' -0" 1 ION I 8" I b" 2' -0" 10' NA NA NA z '~ W � WV 0 CO) 11- NLL W uQ N� = �W z F- w0 W U� N O F- W T ILL — tll U= O z • 1908 07 -03 -2006 SARAJ KHAN 24719 43 AV S KENT, WA 98032 City ©f Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director RE: Permit No. D04 -257 13827 iVIACADAIVI RD S TUKW Dear Permit Holder: In reviewing our current records the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the International Building Code and/or the International Mechanical Code, every permit issued by the Building Division under the provisions of this code shall expire by limitation and become null and void if the building or work authorized by such permit is not commenced within 180 days from the date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work is commenced for a period of 180 days. Based on the above, you are hereby advised to: Call the City of Tukwila Inspection Request Line at 206 - 431 -2451 to schedule for the next or final inspection. This inspection is intended to determine if substantial work has been accomplished since issuance of the permit or last inspection; or if the project should be considered abandoned. If such determination is made, the Building Code does allow the Building Official to approve one or more extensions of time for additional periods not exceeding 90 days each. Extension requests must he in rvritinq and provide satisfactory reasons why circumstances beyond the applicants control have prevented action from being taken. In the event you do not call for the above inspection and receive an extension prior to 08/27/2006, your permit will become null and void and any further work on the project will require a new permit and associated fees. Thank you for your cooperation in this matter. Sincerely, J nt ifer �ar hall, Pe t Tec ician xe: Permit File No. D04 -257 Z '~ W u� D J U W CO) Ui J3: L WO }} J U. Q N� 3: �W Z 2 H F— O Z 1— W �p U O O F— WW u' 0 .. Z W U =, O Z h;nn CnnthrontAr Rnulpvarrl Rititp j�lnn • Tukwila W.;.chinvton ORlR,4 • Phnne 206 -431-3670 • F ax: 206 -431 -3665 10225 224 St S Kent, WA 98031 (206) 604 21 l 1 ARCO DRYWALL AND CONSTRUCTION May 31, 2007 en"%c "tA Whom it may concern IJ UN 1 1 2007 I � Dear Sir or Madam: RMIr CENTer, I This is to certify that the primer used on the project known as 13827 Macadam Rd, Tukwila, WA, was Rodda Paint Vapor Shield 32976, applied in accordance with the manufacturer's specifications. Attached: Manufacturer's Specification Sheet. Sincerely, Z W � D CO U; U O W =' CO LL w 2 J u. Q N C Z �.. F — O' z 1-- w 5, U� �O CO). O I-. w U. O ..z w U� O z Rodda Paint Co. - Welcome Page l of 2 rte*ri Vapor Shield R Paint 32976 • • t PRODUCTS 532976x Vapor Shield PR ODUC T D ESCRIPTION A styrene butadiene Interior latex moisture vapor barrier coating. �S;fPAAiN�btF Basic Use 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 TIM At 77 Fahrenheit and 50% Relative Humidity: j ,Z W . tr � 00 to 0 co LLI J H CO LL W O j N �W Z = H Z O. W U O CO) 0 H W W �O .Z W U= O Z Rodda Paint Co. - Welcome Page 2 of 2 Dry time to re -coat 30 minutes, To Finish: 4 hours Notes 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 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 Rodda Paint Co. Corporate Office: 6107 N Marine Dr., Portland, Oregon 97203 Regional: 3838 4th Avenue So., Seattle, Washington 98134 t.com/vievmds.asv ?507901 5/31/2007 z W . 0 0 U U J = I-- Co U_ W O: LL Q cf) c �W z z O. U� O U 4 F—: Z ~ O liJ Z U N, H � O Z GHA Cis � = u o Dave McPherson City of Tukwila Public Works Department Department of Community Development 6300 Southcenter Boulevard Tukwila, WA 98188 RE: Submittal of Revised Drainage Design Plan The Khan Residences Development Permit Application Nos. D04 -255, D04 -256, and D_ 04 =257 Our Job No. 11217 Dear Dave: RECEIVED r:ITV nc TI IKWII A OCT 2 6 2004 PERNIff CENTER Enclosed are copies of the revised Sheet Nos. Cl and C3 of the Khan 3 -lot development project. These plans have been revised to eliminate the originally designed wet vault for the project. You might remember that you and I discussed the allowance for eliminating the treatment portion of the facility from this project. This project no longer proposes to install more than 5,000 square feet of new impervious surface subject to vehicular use and, therefore, does not require a water quality treatment facility. Therefore, we have provided a slightly revised detention vault that is the same length and width, but without the 4 feet of dead storage. The detention volume calculations have not been modified since the live storage portion of the vault remains the same. Since we have only revised a few pages of the Technical Information Report, we are enclosing only those portions that have changed. Please approve these plans as soon as possible and let me know if you have any further questions. Respectfully, Hal P. Grubb, P.E. Director of Engineering Services HPG /tep /ca 11217c.006.doc enc: 4 Copies of Revised Sheet Nos. Cl and C3 for each permit application 4 Copies of Revised Portions of the Technical Information Report for each permit application cc: Saraj Khan, American Canadian Real Estate, Inc. (w /enc) DO s Y--; 18215 72ND AVENUE SOUTH KENT, WA 98032 (425) 251 -6222 (425) 251 -8782 FAX BRANCH OFFICES ♦ OLYMPIA, WA 4 TEMECULA, CA ♦ WALNUT CREEK, CA www.barghausenxom wo CIVIL ENGINEERING, LAND PLANNING, SURVEYING, ENVIRONMENTAL SERVICES October 26, 2004 COURIER DELIVERY Z � W u� U O NO CO) W: W O 2 �. �a CO D = d. F.. W z� r-O z �-. W LLV � o U N 0 — ; C3 H W u. O. z U =. ~ z... . %LA, O! � 't2 Ji ini �90B a September 21, 2004 1 City of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director Mr. Saraj Khan 24719 43` Avenue South Kent, Washington 98032 RE: CORRECTION LETTER #1 Development Permit Application Number(s) D04 -255, D04 -256 and D04 -257' Khan Residence(s) — Lots 1, 2 and 149 Dear Saraj: 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 and Public Works Department. At this time, the Planning and Fire Departments have no comments. Buildine Department: Jim Dunaway, at (206) 431 -3674, if you have any questions regarding the attached memo. Public Works Department: Dave McPherson, at (206) 431 -2448, if you have any 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, for each permit listed above, be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections /revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at (206) 433 -7165. Sincerely, Stefania Spencer Permit Technician encl xc: File No. D04 -255, D04 -256 and D04 -257 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 Z ~ w o: W D U N o J = U. f- w O LL Q =w F- O Z w U� O CO o H- wW u. O. W Z CO) Z BUILDING DIVISION REVEIW Date: September 04 2004 Project Name: Khan Residence — Lot 149 1390148"' Avenue South Application M D04- 257 Plan Review: Jim Dunaway, Building Inspector A Building Division plan review has determined that your plans need to be revised. Please address the following comments with applicable revised plans, specifications, and /or other documentation. Please submit revised plans as follows: 1. Your plans reflect both the UBC and IBC. The plans and any associated engineering must correlate specifically to the IRC and or IBC. Please remove all references pertaining to the UBC from the plans and engineering. 2. The structure as designed under the IRC (section R- 301.3) is three stories not two stories plus a basement. Please provide the supporting engineered calculations for lateral and gravity loads and change plans to reflect three stories. 3. Your plan sheet A2.2 references UBC seismic criteria for concrete placement, and instead must meet IRC section R403, D -2 seismic criteria for concrete placement in footings and foundations. Please remove all other A2.2 references to UBC tables. No further comments at this time. ......... ..,.;.�..,,.....:.....,......_ �a......- .�,.,..:w:.:,.sew '� wur�..:w.:aw.: wl. nsc.. u.. a...:: lua. e. aw, l wvlitalL,+�L::..�u..,..:a.s; ►.ssi:: ,GS 1 a:...1.:�:,Lali'M Li. :. �:S�.:p z H '~ w 1U UO. moo. CO W J T U. w O. 9 - LL CO) D T �w z �O z� W D o, o �' o H- ww � �. LL o ui z _. o~ z W CITY OF TUKWILA PUBLIC WORKS DEPARTMENT REVIEW COMMENTS Z Z : DATE: September 9, 2004 U . 0 0 PROJECT: Khan — Lot 149 Cl) o 138xx Macadam Rd. South J � D w O PERMIT NO: D04 -257 Ei PLAN REVIEWER: Contact David McPherson at (206) 431 -2448, if you U_ = a, have any questions regarding the following comment. z W 1. Verify that costs shown on the enclosed Permit Fee Estimate Sheet, �O Uj include one -third (1/3) of the total cost for all work. Specifically, all D o. Retaining Walls, Driveway Access, and the Private Storm Vault. o co o� = V` 2. Your plan shows driveway grades at 20% in some portions. Verify that ° Fire Department has approved this grade. The City Standard, is that no LLi Z`. driveway grade, to be greater than 15 %. co o� z 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 lire mail or by a messenger service. If you have any questions, please contact me at the Permit Center at (206) 433 -7165. Sincerely, Stefania Spencer Permit Technician i Enclosures File: Permit File No. D04 -255 D04 -256 D04 -257 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax. 206 - 431 -3665 O :. I �� City of Tukwila j �; Steven M. Mullet, Mayor Department of Communfty D ev elopment Steve Lancaster Director 1908 Z Z. W. July 29, 2004 U U Mr. Saraj Khan w i -J I.- 24719 43` Avenue South LL Kent, Washington 98032 O � 5 RE: Letter of Incomplete Application # 1 Development Permit Application No. #D04 -255, D04 -256, D04 -257 CO d = % Khan Residences - Lot 1, 2 and 149 - Macadam Road South W r ? 1 Dear Mr. Khan: O 3 This letter is to inform you that your application(s) received at the City of Tukwila Permit Center on July 20, 2004, Z F ? o. ! are determined to be incomplete. Before your application(s) can continue the plan review process the following O CO items need to be addressed: N O F Building Department: Ken Nelsen, at 206 431 -3677, if you have questions W W concerning the following: LL Z j 1. Engineering calculations and plan details are required for all retaining walls over four (4) feet, or uj N U j supporting a surcharge. = 0 Please address the above comments in an itemized format with applicable revised plans, specifications, and/or other Z 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. Revisions must be made in person and will not be accepted through lire mail or by a messenger service. If you have any questions, please contact me at the Permit Center at (206) 433 -7165. Sincerely, Stefania Spencer Permit Technician i Enclosures File: Permit File No. D04 -255 D04 -256 D04 -257 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax. 206 - 431 -3665 PLAN RB11 B/V/R0 U T1 N G SIJP ACTIVITY NUMBUt D04 -257 DATE 03/03/05 PROJECT NAME Khan Residence — Lot 149 SI TE AD D RES& 13827 Macadam Rd S Original Plan Submittal _Response to Incomplete Letter #_ Response to Correction Letter # X Revision # 1 After Permit Is Issued DEPARTM ENT& Building Division ❑ Fire Prevention ❑ Planning Division ❑ Public Works 64 ructural F] Permit Coordinator se e DErIE MINATION OFCOMPLIErENESS (rues, Thura) Complete Wr Incomplete ❑ Comments DUE DATE 03/08/05 Not Applicable ❑ Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COM PLErEN LESS MAI LID: Departments determined incomplete: Bldg ❑ Fire ❑ Rng ❑ PW ❑ Staff Initials TU ESfTH U RS RDUTI N G: Please Route lyr Structural Review Required ❑ No further Review Required ❑ REVIEWERS IN ITIALS DATE APPROVALS OR CORRECTION & DUE DATE 04 /05/05 Approved le Approved with Conditions❑ Not Approved (attach comments) ❑ Notation: RE IN ITIALS DATE Permit Center Use Only CORIRIDTION LETTER MAILED: Departments issued corrections Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials Documenldrouting dip.doc 248-02 z �z �w 2 JU UO Lu �o S2 LL w 0 LL a �d �w z t- z� LU w U 0 - o� w L ui z U= O z PLAN RB11 B/V/R0 U T1 N G suP ACTIVITY NUMBER D04-257 DATE 10/26/04 PROJECT NAME Khan Residence SI TE AD D F EM& 13827 Macadam Rd S— Lot 149 Original Plan Submittal __Response to Incomplete Letter # Response to Correction Letter # X Revision # 1 Befor Permit Is Issw DEPARTMENTS Building Division ❑ Fire Prevention ❑ Planning Division ❑ Public Works O ❑ Permit Coordinator DETERMINATI N OFCOMPLETIENESS (rues,, Thurs.) DUEDATE 10/28/04 Complete E Incomplete ❑ Not Applicable ❑ Comments Fbrmit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TU ESITH U RS RO U G: Please Route E Structural Review Required ❑ No further Review Required ❑ REVIEWER'S IN ITIALS DATE APPROVALS O CORRECTIONS: DUE DATE 11/25/04 Approved Approved with Conditions❑ Not Approved (attach comments)❑ Notation: REVIEWERS INITIALS DATE Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documentslrouting dip.doc 2 -2"2 z �W QQ JU UO 0 = w t-- �LL WO La co D = �-W Z f- ZO W5 U� ON 0H WW U U- O _ ui U= O Z PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D04 -257 DATE: 10 -08 -04 PROJECT NAME: KHAN RESIDENCE - LOT 149 SITE ADDRESS: 13827 MACADAM ROAD SOUTH Original Plan Submittal _Response to Incomplete Letter # X Response to Correction Letter # I Revision # afteribefore permit is issu DEPARTMENTS: Buildin Division Fire Prevention ❑ Planning Division Public Works ®__ G Structural ❑ Permit Coordinator DETERMINAT JQN OF COMPLETENESS: (Tues., Thurs.) Complete R Incomplete ❑ Comments: DUE DATE: 10 -12 -04 Not Applicable ❑ i Permit Center Use Only INCOMPLETE LETTER MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ TUES /THURS RgiJTING: Please Route ,LYJ( Structural Review Required REVIEWER'S INITIALS: LETTER OF COMPLETENESS MAILED: Ping ❑ PW ❑ Staff Initials: ❑ No further Review Required ❑ DATE: APPROVALS OR CORRECTIONS Approved ❑ Approved with Conditions Notation: REVIEWER'S INITIALS: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: DUE DATE: 11 -09 -04 Not Approved (attach comments) ❑ DATE: Documents /routing sllp.doc PERMIT C O O R D COPY 2 -2B -02 z Z �w 2 JU U0 CO) C0 LLI J H S2 LL w 9Q c d = W ? F- ZO W U� O CO off w � .. z w Cl) O ~. z PERMIT COORD CuRY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D04 -257 DATE: 08 -19 -04 PROJECT NAME: KHAN RESIDENCE - LOT 149 SITE ADDRESS: 1390148 TH AVENUE SOUTH Original Plan Submittal Response to Incomplete Letter # 1 Response to Correction Letter # Revision # afteribefore permit is issued DEPARTMENTS: ' 2 _ 6 f Building ivis'Fdn C � M Public Works Fire Prevention ❑ Planning Division ❑ q &ructural ❑ Permit Coordinator J( DETERMINATION OF COMPLETENESS (Tues., Thurs.) Complete W 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 ;,Structural TING: Please Route Review Required REVIEWER'S INITIALS: ❑— APPROVALS OR CORRECTIONS DUE DATE: 09 -21 -04 Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) Notation: REVIEWER'S INITIALS: DUE DATE: 08 -24 -04 DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg Fire ❑ Ping ❑ PWx Staff Initials: PERMIT COORD COPY Documents /routing sllp.doc 2 -28 -02 :.t: : r:� ,re�. �:1 � ,r �et�; ;;r, Sri. tj�: �;;, is .�;:�.•,ie.nr;:::a....i;..�c:� •�i::�...�.:,r�.L:; •:. i.. ua >t.,:'+�5�.�;r::.v,::.t::�a.:u � .:_.�._. . . _. :.r:.a:a.•M::�. ❑ No further Review Required DATE: z Z J U 0 Q J = F— NLL w U. a = �w z F- ZO W W U� co o f- w tL O . z U= O z PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D04 -257 DATE: 07 -20 -04 PROJECT NAME: KHAN RESIDENCE - LOT 149 SITE ADDRESS: XXXXX MACADAM ROAD SOUTH X Original Plan Submittal _Response to Incomplete Letter # _Response to Correction Letter # Revision # after/ permit is issued DEPARTMENTS Ew Building i'[3 "vision _ ❑r Fire Prevention Planning Division Public Works❑ Structural ❑ Permit Coordinator' DETERMINATION OF COMPLETENESS (Tues., Thurs.) DUE DATE: 07 -22 -04 Complete ❑ Incomplete Not Applicable ❑ Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: �I' Z LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldgg Fire ❑ Ping ❑ PW ❑ Staff Initials: 51 TUES /THURS ROUTING: Please Route ❑ Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS Approved ❑ Approved with Conditions ❑ Notation: REVIEWER'S INITIALS: DUE DATE: 08 -1 9 -0 Not Approved (attach comments) ❑ DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents /routing sllp.doc 2.28 -02 PERMIT COORD COPY ,a, .,i: �at7 „x..tr„..�.:� � t ..�::.a�« H.9duu.,d. ;cit:..:.ai:o:.: .inw.: ::.',L,,.�wii....u.. _•'4 �: nail.....51 .::,,.:ru::.tr.L:+w:i.::�a .. f eSV:iu��an ❑ No further Review Required ❑ z ~ w U Cl) J S2 LL w L� U =w z� �O z F- w w U CO o E- wW �F- u_ O ..z W CO) O z PROJECT NAME: � I `�l iii -�v /Y� PERN� x..10•. �I�L�`� -� �, --' Site Address: / � x',,2'7 �Yy E['c.2cl��,►f�C( t - -- Original Issue Date: C/ REVISION LOG Kev)s)on No. Uate Received Staff I Initials Date ; ''Staff Icctto,4 i -- tttuals Summary of Revision: Received By: �) 6 Ic Rt4 tplease prino Revision No. I Date Staff I Received i Initials Date Staff I Issued I Initials I ( I I Summary of Revision: Summary of Revision: Received By: (please print) Revision No. I Date Received I Staff I Staff Issued Initials I I I I Summary of Revision: Summary of Revision: Received By: (please print) Revision No. I Date Received I Staff Initials I Date Issued I Staff Initials Summary of Revision: Received By: t p tzaac p1 mu Ipleaie prim) z W Q � Q 2 JU 00 CO J = I— DLL WO U. u) :D = �w z I— O z ll— LU5 U ON 0 F— WW H� LL O w 00 P: _ O z 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 Web site: http: / /www.ci.tukwila.wa.us REVISION SUBMITTAL S � � Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: A - Z(p -d Plan Check/Permit Number: DO e-/ — o?S ❑ Response to Incomplete Letter # ❑ Response to Correction Letter # ❑ Revision # after Permit is Issued Revision requested by a City Building Inspector or Plans Examiner Project Name: Kk A bt R-es I Q r nc Project Address: Ma c_ad am Jzoct (4 'g nazM Contact Person: 4 R (- , Phone Number: Summary of Revision: Vg Lt l i / rew I' e 1P O+ie) v1 1/LI 11.1T REAM F TI 1KWI1 A A 4 PERMIT CENTER Sheet Number(s): C 1 t C;3 o-F S "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: Entered in Permits Plus on /U 1 1(1/0 q app I icationsWorms-appi (cations on fineVrevision submittal Created: 8 -13 -2004 Revised: z �Z '~ W —J C.) UO W= J �LL w 9:3 LL to = C! �W z H HO w ~ w U CO o� ww U- O w z CO O z I 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.rts Steven M. Mullet, Mayor Steve Lancaster, Director REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: �b Plan Check/Permit Number: C� G�� ❑ Response to Incomplete Letter # Response to Correction Letter # ❑ Revision # after Permit is Issued CJ' 4 Revision requested by a City Building Inspector or Plans Examiner d , p FaMlTC � X 00, Project Name: = Lo T 1 T F R Project Address: Contact Person: Td(Z, - E j � L U LC Phone Number: Summary of Revision: rLez) CA�C,5;,- '-- 610 t L 13 off' P— G? UQ WI,L�CTZ� Sheet Number(s)• ` "Cloud" or highlight all areas of revision including dat of revision S Received at the City of Tukwila Permit Center by: ..�5 M/ Entered in Permits Plus on � q - z1 L ( app scat' ions\forms- applications on lin6revision submittal Created: 8 -13 -2004 Revised: Z Z '~ w �U UO CO 0 CO _ 52 LL w u- -cc �D CO H- _ WO w U� ON 0 E- w ~� u O .Z w to O Z 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.tulnvila.wa.us j Steven M. Mullet, Mayor Steve Lancaster, Director REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 1 Plan ChecWPermit Number: ✓ b � — 2`57 ❑ Response to Incomplete Letter # ❑ Response to Correction Letter # ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name:_ Project Address: j� �/�7✓ A2,n✓ eOef Phone Number: & Contact Person: - Summary of Revision: ��T/�/�✓ /�G �L�T iL 0 `l/ CF Q E� Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision 4. Received at the City of Tukwila Permit Center by: V Entered in Permits Plus on F'1P --6 -Y z ;H Z �w D JU UO rn o CO) LL WO 9 - U. ¢ �D = F- w z ZO W U� CO WW U. O .- z W CO O z app ications forms -app ications on line\revision submittal Created: 8 -13 -2004 Revised: z N A Certificate of Sewer Availability OR P.O. Box 69550 TO' 'is, WA 98168 Phone: (206) 242 -3236 Fax: (208) 242 -1527 ❑ Certificate of Sewer Non - Availability Part A: • Be Completed by A•• Purpose of Certificate: 0 Building Permit ❑ Preliminary Plat or PUD ❑ Other ❑ Short Subdivision ❑ Rezone Proposed Use: 0 Residential Single Family ❑ Residential Multi - Family ❑ Commercial ❑ Other Applicants Name: k4ea .SG' ` 4 Phone: ;7 6-3 — 6 S — `t R Property Address or Approximate Location: Tax Lot Number: / 3? Al a-cci c l q w, R Legal Description(Attach Map and Legal Description if necessary): Part F � gyp, : • Be by • 1. 5 a. Sewer service will be provided by side sewer connection only to an existing size sewer 40 feet from the site and the sewer system has the capacity to serve the proposed use. OR ❑ b. Sewer service will require an improvement to the sewer system of ❑ (1) feet of sewer trunk or lateral to reach the site; and /or ❑ (2) the construction of a collection system on the site; and /or ❑ (3) other (describe): 2. (Must be completed if 1.b above is checked) ❑ a. The sewer system improvement is in conformance with a County approved sewer comprehensive plan, OR ❑ b. The sewer system improvement will require a sewer comprehensive plan amendment. 3. a. The proposed project is within the corporate limits of the District, or has been granted Boundary Review Board approval for extension of service outside the District, OR ❑ b. Annexation or BRB approval will be necessary to provide service. 4. Service is subject to the following: PERMIT: $ a. District Connection Charges due prior to connection: GFC: $ SFC: $ UNIT: $ TOTAL: $ (Subject to Change on January 1st) King County/METRO Capacity Charge: Currently, $1867.54 /residential equivalent, will be billed directly by King County after connection to the sewer system. (Subject to change by King Co/Metro without notice.) b. Easements: ❑ Required ❑ Maybe Required c. Other: 0 C 1 hT certify that the above sewer agency information is true. This certification shall be valid for one year frodate of signatur . 4 11710 By Title Date D * Z i~ '~ w 00 �o CO W J � �LL w La cf) = �w Z �O Z E- w LL) U ON OH wW IL O w Z CO O Z ATTACHMENT TO VAL WE SEWER DISTRICT CERTIFICATE OF SEWER AVAILABILITY/NON- AVAILABILITY The following terms and conditions apply to .the attached Val Vue Sewer District "District ") Certificate of Sewer Availability/Non- Availability ( "Certificate "). 1. This Certificate is valid only for the real property referenced herein ( "Property "), which is in the District's service area, for the sole purpose of submission to the King County Department of Development and Environmental Services, King County Department of Public Health, City of Seattle, City of 'Tukwila, City of Burien and /or City of SeaTac.- This Certificate is between the District and the applicant only, and no third person or party shall have any rights hereunder whether by agency, third -party beneficiary principles or otherwise. 2. This Certificate creates no contractual relationship between the District and the applicant and its successors and assigns, and does not constitute and may not be relied upon as the District's guarantee that sewer service will be available at the time the applicant may apply to the District for such service. 3. As of the date of the District's signature on this Certificate, the District represents that sewer service is available to the Property through sewer systems that exist or that may be Z extended by the applicant. The District makes no other representations, express or implied, w including without limitation that the applicant will be able to obtain the necessary permits, approvals and authorizations from King County, City of Seattle, City of Tukwila, City of Burien, o City of SeaTac .oT •any other governmental agency before the applicant can utilize the sewer N o service which is the subject of this Certificate. w = 4'...: ,. -If the District.of the applicant must extend the•Distridt's sewer system to provide CO o sewer service to the Property,, the District or applicant ' may be required to obtain from the appropriate governmental agency the necessary permits, approvals and authorizations. In j addition, the governmental agency may establish requirements that must be satisfied as a d condition of granting any such permits, approvals or authorizations, which may make impractical _ or impossible the provision of sewer services to the Property. ? I'_ o. Z 1— S. Application for and possible provision of sewer service to the Property shall be UJ UJ subject. to and conditioned upon availability of sewer service to the Property at the time of such D 0, application, and compliance with federal, state, local and District laws, ordinances, policies, 0— and/or regulations in effect at the time of such application. = ui 1 acknowledge that 1 have received the Certificate of Sewer AvailabilitylNon Availability and this 1L p Attachment, and fully understand the terms and conditions herein. ui Z co Applicant's Signature Date Z. 8953910QI 1270798;01 ISSY601 I-DOC (1/26104) ob .r r. . .:.r.:u:.<.d,.�' i ". e.✓ z.. � z.' � �vd:.;: �.: t; v�: w. i. ..;.- :,.:a,-:a.,.;tn•..,k >v -1- R Oct tttVtttJt JtUt )PERTY TAX RP10 COUNT NUMBER 52304 - 9149 -05 1988A A JG ALL PARTS WHEN PAYING IN PERSON KEEP THIS PORTION r '1 Ylu V vv Vl• 1 1 I • AI •I•..r\\. ..V II'91 V •!'\ /\ RM 600 - 500 FOURTH AVE, SEATTLE WA 98104.2387 CU B ILLING DIST State ..................... .... 68-92 Leal Sheol Support..... 126 .3 2 Count ....................... 35 7 8 Cit ........................... 77:69 Unincorporated /Road ..... 13-4228 Port ........................... 6.35 Fire........................... ! 6_ J C Sewer Wor Water......... 342.0 Library ........................ 13 • 41 Othe ......................... 1.17 Emergency Mad Svc ...... 5 .93 • Other Charges ........... 6 - 5 TOTAL CURRENT BILLING 342 -07 CU RRENT O. Land value ................... 25100 Improvements NOX WEED Less: Exempt Value ....... KENT WA TAXABLE VALUE ......... 25,00 Levy Rate .................... 13-4228 General Tax ................. 335.5 'Other Charges ............ ! 6_ J C TOTAL CURRENT BILLING 342.0 Omitted Taxes .............. INTEREV 4 / 0 4 TOTAL CURRENT BILLING 15-23-04 Zk B E G N W C O R INCLUDING OMITS........ interest and penalty as prescribed by second hal I s mu Octobe VOTER APPROVED PENALT 140.5 — KHAN SAJJAD A 229999 *OTHER CHARGES — 24719 43RD AVE S NOX WEED 1.50 SOIL CON 5.0 KENT WA 98032 first halt must be paid or postmarked DELINQUENCY INFORMATION LOT BLOCK CODE SEC TWP RG by April 30, or FULL AMOUNT BECOMES DELINQUENT and accrues YEAR INTEREV 4 / 0 4 PRINCIPAL 15-23-04 Zk B E G N W C O R 9149 2 413 15 23 04 O F S E 1/ 4 O F S E 1/ 4 T H interest and penalty as prescribed by second hal I s mu Octobe PENALT 03 22-47 16 0.5 S 87-48-32 E 270 F T TH N t paid 31 of it becomes delinquent and 59-49-22 E 250-35 F T TO TRUE BEG accrues interest and penalty TH N 59 -49 -22 E 111.75 FT TH S FULL AMOUNT MAY BE 40 -20 -25 E 60 FT TH S 64 -46 -25 W ETC PAID APRIL 30th DELINQUENT TOTAL 183.0 525.0 Z i Z � _3 U' UO CO 0 ' U W' J� C0 LL W0 J . U - Q. N C=! = W Z H- O Z I — U� O co OH WW �O LLI Z; U =; O ~ Z 1,4 CERTIFICATE OF WATER AVAILABILITY Required only if outside City of Tukwila water district PERMIT NO.: � 1 / 0 P �1 C n.w•."f ' u ;,, .,. r r v� i(�1 11'CC!F` S isl i•Tfi. i .9ba r•h' CR •:•w�� . +M! f •' ��I�rfl `,�1.�'V?v+�r�r'r k•�eM1Yl+�,l� ,1421 Site address (attach map and I g S? xx M lwc_a1t14 ) q description showing hydrant location and size of main): -7_1.c," /E ri fi u Y+ - Aaaress: V� S' l<� iti Pr9''3z Phone: This certificate is for the purposes of: (Residential Building Permit ❑ Preliminary Plat ❑ Commercial /industrial Building Permit ❑ Rezone Estimated number of service connections and water meter size(s): 5 ❑ Short Subdivision ❑ Other Vehicular distance from nearest hydrant to the closest point of structure is ft. C/ U Area is served by (Water Utility District): '° a FR / 1 7 0 Owner /Agent Signature Date .. � .� `�' •6 � t ' Sk' • r 1 i..q. „ A'.1�1:!' MM %1:F� +: r { „i }i'• 4 +t lzr >n „• �•. r u�� °; ,.:' r:•..... ..m , I a I (li ( � °M1'• SA�, •(I' C.. "il :'��i iV�•��. ° r 1. The proposed project is within[ k rls i cL K i v� q (City /County) 2+ U-N rimprovements required. i 3. The Improvements required to upgrade the water system to bring it into compliance with the utilities' comprehensive plan or to meet the minimum flow requirements of the project before connection and to meet the State cross connection control requirements: I (Use separate sheet it more room is needed) 4. Based upon the improvements listed above, water can be provided and will be available at the site with a flow of 11 4 -4 5? gpm at 20 psi residual for a duration of 2 hours at a velocity of '7 fps as documented by the attached calculations. 5. Water availability: �cceptable service can be provided to this project El Acceptable service cannot be provided to this project unless the improvements In Item B -2 are met. ED System is not capable of providing service to this project. I hereby certify that the above information is true and correct. _K i A a cc k L, 0 L+'Q (r i t 2 IS 1" i� c, Agency/Phone By _ L 0( ':' - Z CI TY O F TU - - Permit Center /B uilding Division. . Community Development Department 206. 431.3670 Permit Center Public Works Department: 6300 5outhcencer Blvd,, 5ulte 100 206- 433 -0179 Tukwila, WA 96188 Planning Division: 206 -431 -3670 Date G ^ Z ( --O.S This certificate is not valid without Water District No. 125's attachment entitled "Attachment to Certificate of Water Availability." ")D Z �W JU 00 J H C0 U. w 9 -1 U. � = W I. _ Z� F_ O I W — W U� ON o l- W W H~ LL O iii Z U= O~ Z f i Detach And Display Certificate .1- i "s 1�� =. s `..r.. • . �. % mss' i "s : v < : S?C'ti , .• r .. ,jar -- �: s. `•'•1 J=Y ,fx. `tti � �; :i; t •r, r *. ;. j: : ;r: '•' a "':•'. •-- .`2%.w. . 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M;FD Duff" � � + i , 1 , �r, � • . � VA �1 T !A - � � .. � � I l OWNER INFORMATION ED LLEY Act AGA5IK.N. NHS TLLE W-A. no"" "P. ADO& F � . NSOM FLOOR qtr. IHIERIOR � : t - - r�- -- SERAJ KHAN AG6R A66R66AIE CIO ' / ( _T / ! I • { AL. l�LI,MwFI 4W 44WOR ALT. ALTERMTE W. \ 1 `• �� i ; ` t �: '- / / �/ r t I ! :, j , KENT, 360 NORTH Ist AVENUE , - ' !; l j -, // r r [ � i ` j WA 88032 AFPRO?L APPRO�tAIE J5T. JOIST 1 ! � � / t ' APGHL aunIlSGIURAL ', Al 8D BOARD OLDS SITE INFORMATION r B �AeorrATOmr ROM BIX ! ► j / r ' I i f 1 i i PARGEL NO. 322�I20 -OOIO H3UC15. etjocH:lt�s LAV. L VATORR�r �+ !� r J �/ ; ) ' =- �� : 1 T • ;� ' . 19K OEM . I, i4 � S ITE A DDRESS : 13821 MACADAM ROAD S. �■■•� LT. U6Frr r ! - i : , •; i ! '4 t �? t, , INASHIN6TON g8I88 Bor. eOrroF+ TUKWILA, t , r r �z I i ::� '�! /i r 1 i� ; sm OEM" 0 1 1 e! / z BlrR BUNT IIP fEOr'JFRIk<, r 4 , .� Y `., ZONING: LDR ON BOTH NAYS t EFV ttj48PAFE i / I 1 8 l ' 1 ?�• . % 't ti ui G-L GO OROL Jr. EI 1 r; I j '; ` MA�" I • • ' 1 ! J ! ' « E : � t Q BUILDING SE (MIN.) . CL6. COLle FAIL ' I ! , I , , 148.2 5 ,,' I I - , I ; GLK6. CAU IcIF15 , ! + , , �f I f J - Q - Lu TOP 157.25 c�/ - F E E T ` Cut u.EAR c:� I i i ; t ; ', i -� k !' i REAR 10 EE T GHl1l GOWGIQEIE MASOHier UFdT � I r � / / 1 uj CC _ co " MIL. r�T �3 , ! ! ! ; '; i 1 l ; I l l j 51 DE - 5 FEET CM. CoNr.RE1E F1A . ru LION ( 1 1 � I \� + f i � ! •�� i i �// � * _ � . I�� � Z o c� c" N ten+ I i j r r N� r J� DEN E /' ! / ' Q !4q 44 W COW. ctwnWa� N �. NOT qt CONTRACT _ 1. , I I ! I I , Y LOT AREA: 6 8 SQ.F a c r. cERAtaG Ti1.E Mg. NTH �;� I I ! + / 1 s ! I ` i E 1 d I BLDG LOT COVERAGE: I jO66 50. FT 06.53%) DES. VE6Rff RT5 NOT TO SCALE N, DETAM. DETAIL DP. DROKM{ FOIWAM O�G. OKCEHt1@Z -.• 1 ! ! ! ` \` 't ,� `� `� �I / ! / / i ILI DIM. VIA600L O.P. OUTSWE DI4EIER rn ! # . ti CODE NOTES at ° OVERH �... our vu OVERHEAD `� _ � CODE 2003186 (WASHiN6TON ■� D5� DOwt<PeIlr oPF: oPPnslrE r� ` j ` �� Drl� IIRAreNS ; , ,. . �• i e STATE AMENDMENTS 1 -1 -04) '. H: EAST T. Pu r Lam i �` j `�� �' ` i ' ` , , ` ` ' ` ` \` 1 j j ► ' , CONSTRUCTION TYPE ..,J 'J W EIOSTINS PLAK RASTIG LAMMIE `• f `� :� .� -'-�� 1 . `` �� I / f ` ": ;� v - N �- s EA. EACH FLAS FLASTat r `` ��-- ` `� t� I I ' ! ; OCCUPANCY GROUP . R - W (L PLY1"rOOD EA EXPA •+�- - Fl�H JOINT A-�'o -a_� � ) t . � FLOOR AREA LEW o - ATION TV PR PAIR ! , ' � f ' �-- . •.�` � ' EL ELI°Y. THT•1 O. T. TILE / _ _ _ FIRST FLOOR i�011 S.F. ~�- • , ' , SECOND FLOOR 1 021 S.F. Y EIP/ TtoH r �'- 1' I �t s YS r l� DEFINITION) • e.E� t }• LL =0 ELH5GTRIGAL / - • ti ! -- `,� ELEV. MWATION R. RIB f ;' '' _ ' -. { BASEMENT 264 S.F. 9'6t 120469ZGY RD: Poor VRAN Im H9ZGF.. EHHGI.o5I1RE R5 REFIER To ` l �. i' i ' ` HEATED TOTAL 2,322 S.F. Lu Ea. Sam REPR �69?ATOR = . Soup EGUWp W RErtC ` ! 1 ; R GARAGE 660 S.F. 0 J Ex EACH MAY FWD. Its sep �� � iANQ� PORCH 32 S.F. E Ema MGM HATER COOLER RK ROOM 1AUILDIN6 SETBACK L INE AAA R� W EWAIt" ILO. ROUEN PE M i�a FOR." EXT. EXTERIOR - -. _ -SEE PRO.C. INF � Z 5 SOUTH � p FA FIREALARH! 5UG SOLID CORE No clHmnmdmNbe mW% tID tho �`� - --- - NFW RETAINING HALL , _- 3 A i .04 HEATING TYPE: 6AS FIRED FURNACE (OTHER FUELS) FD. FLOOR DRAM `s SGI�E Of Work WIthONt prior 8pPWW Of � FD f.% FEE DEP/1RIF'ENTCOHl�EGTiON �T. �," � �� Wdon. FM Fa SITE PLAN -LOT 149 � � � ll'VATION `SP. Samm FOOT NONE: Reraavns will r+egtdrr: a new plan ��IIIi«ai Q FEC. FM CASr-ET sot S*4LAR and may flAwe addlfiol d plan review fry. SCALE: 1` = IO' -O' ���N Ff. FIRE 0 S m City Of Tt*wu � FK Rmsl 55. STARISS SIM BMW DIMON FL FLOiI LIFE STAW. STA66�ED FM FLOOR PLUM noold3caff 1" 5 ARCHITECTURAL SYMBOLS ENERGY INFO - f�SC RIPfNT -0 GY FaWATIOHI ST&- SIM OWNER/CONTRACTOR COORDINATION NOTES S F .08. FAM OP BRIM STTt<rG. 5nmrom THE MO" NOTES SHALL. SERVE AS A GLIDE TO THE CONHRAGTOR TO VERIFY EACH F-or6. FAGS OF C 0W.FM' E 515PH�DED ICATING TYPE : GA�i C00111001 EITHER THE PRODUCT MANIUFAGTUIT�ER OR 5U1F' M NVIOR LOCAL MaSIXTIOt�� ARGIBTEGTURAL - TIE RONiOVDE ARGHIIFGTS LLG (4251 656 - ,00 Fs. Liu 5m % q _ _ FOR TrEIR REGENTS PRIOR TO 5"41TI�IG A BID TORE OWIZ OR PROC.EEOM "I" FT. FOOT OR H$'r IR TREAD 56GTrONr - EXTERIOR B"ATIOF� - - - - -- - -- - _ THEIR "Owl M6. F IM% T T t 9 TOP ATV 8=104 - ,, WGTION LETTER ,► ELEVATION LETTER GLAZING AREA % OF FlIaOR lb THE tFEMS 01111) ED BE OH /IRE NOF WENDED TO 1£ AN B OW6WE ARALY515 OF ALL G5 FLOOR LAN CffY MR. FrJgRr l6 H?R ERRAZZO 5�ffr NE�ETR SIM W WEst - --" - . -- - - - -- - FlO56WLE AREAS OF OMERN OR CMLIGT, BUT RATTER TO SERVE AS A BEfii!'N * POIRT AI_I FLOOR PLA115 T t 6 TOlIEiIE t 6'ROOME r W Il7QlTIFYlN6 GOl4"l011Y OVHti3O�OKED AREAS RI THE f.ONSTtdiIGTION A2.1 Fg1FlDAT.ON PLAN AND T�ZAMMG PLANS O CT 0 $ 2004 6l� 6AG6E TW_ T�eGSI: VERT.GAL GLAZING U -VA! I.E . U =OAO +RbR EL�vATrow. A2 2 STRUGTUIRAL NOTES. TABLES AND SCHEDULES 6e11LK 6N.VA� :/ TOPaF ELFvATrOrt IFrTER __ - - -- - _ _ ,. _ -- - - -- _ _ I. REV�1 MAl�1EAGTi�?5 PRODIHGT U1PtATil1� AND CETERA! !tr17F5 FOR �iTAl.LAI!ON 1NSTRUUCWSMWE TO THE PRO.EGT COH�S7MTRM rtff EXTERIOR ELEVATIONS PERWr &L F,EHFRAL Gf7NIRAGTCR Ty ,a tlrprGAL OVERHEAD GLAZING U - VA LUE : U =058 A. WAG EaWH %T AND VIXTW7 BUILDING SECTIONS 6L 6LA65 6R GRAVE - - _ - -- - -_ B_ ALL E)QVAbT FANS AND MTHI�Hri ARGHHITEGTUJRAL DETAILS 6YP. 6T•ps" VON WLE56 OTFlE33i5E NOIFD s DETAIL N1! E'H2 G. RECEPTACLE BOXES (Hf. T'.V, TELEPHOIE, ELECT. PI.Wt4 ) 6w ap 6YF5IR4 BOARD 5 r DOOR U- VALUE : U =020 STRM UJRAL DETAILS - FOWAP014 vGT V E.n � r>t E - 2 COORDINATE NTH THE FOLLOKW7 MUMS AID COI`PLY Hr! rH L OCAL _. - _l. J,RK�DIGTUOM�IL A5.2 STRe;1GTU2AL DETAILS - F RAMrNG Ira "mom VER T. V ERIFY GEILIVG R -VALUE : - R -30 � Q RG. POLWM COraE VA ��� D�0t7Q EQ.IP! @ti MOVER m NMOK•APP® l "1 fD - - -- - - -- - �tD m PEST II/itDrbOD' BI- TELEPHONE r Ip.E ill NON m K �Gr1 TYf� `_LOPED GEILI?TG R- VALI�I R -3�^ G_ CABLE T.V. UTILITY : 8 NH HOLUN FETAL ro I �`'E SST LAYaff DES•rE,NAT�ON 4 ELEVATION TACK E W60 5 T�ITY NNt_T PEQl�?EiIT EASflENI�a1 : T E_ TIt/lSHI 5ER11lGE : Or �r We "THW e s/IE)t tl1HWt 3 H•aiALt R- VALUE - - R -21 F. HI1T1R JiILl11f . 6 Ar SFEtT NR'BER � Spor EL EVAno" 3. THE 0i SHWLL BE BIDDER VES16N SYSTEM . COMTRACTOR SWLL 5 NVAG FEATl16, VE1RtJ1Tr0!1 AAV F - - -- -- - - - - -.- PRpy/M A GO["PLE?E SYSTEI�1 TO DIE DIE OHi�ER App HAM* DEPARTF�EM N" PLA AIR ta4"l%ONP* 4 caamat: ,` 'E LOOK LOVER SI T r, , SPAGE . R- � MrA ALL „lf2ISDCTIONAL %;Ta�REZ'ENTS . m REt� VED) V MAP 4 a A REV�pr -- - - - - - -- - -- 0 A BU4D2a APD SITE ELECTRICAL 3 t•KL EXT. BELON C-� m i R i 8 WAG SY'5T@: A SSOCIATED SYMBOLS 1 ��� � Q TYL � -- - -- _- _ -- -- - _- -_ G_ P tW.7 SYSTEM - - t = 8 •��enF Nt 2 D SITE 0W-A". 5Y5TFH rNAG SUPPLY E t `�U. /19 ON 6R/1DE q - t,� W I -- - - -- - - -- - cmY NO RATE 04LLE LSE C.Pr'EQ F81 r'0.+� t�E HY 1 C.HIAPTER 6 - !3`•9'111 -1 . 1 467 PI�5CRiPrr /E REWMEWNTS LAY- M AC,QbTHLJIL fPERM 4r TABLE 6 -: (C7°T� •: - U[�LI"�ITED G�IVG) alLN6 TLE 2 x 2 EAST445 CC�JQ LME El AGE PIMTED _ +► -`..� °" `� LEGAL DESCRIF'TiON um mom � CGRRECTQ J E*V45T AM NORTH V_FSW04A*r4N ably �waoo�o� � st,b�ectm e�asand . ao��dm rr r g PROJE C PROJECT LT4= E A_ CASEI CW ft " lolabon of WN adopm cob Or ar A N ICG Psom IM- 0 AcasT.GAL o ' F A PORTION OF `14F NE W4, SE 114. SECT :O'V 15 of avaowea FW Cog adanorl�eo�b�dt J TL INFORMATION CE+L>� T.F ? x 4 L, ral�ilP 23. �x-e =: j, RAN�E 4 E�,�_. IN�I_ NOTE c:rArGE � R E1/AT10w1 e1► S"W FLUOFe'W_Zff V 5118zAGE tqU'AED �� WCESS FU X RESCEW FiXrLW + WW OATTM 6ACAlP &WHIG SCALE VQ7F SLOFF *VVAT� 1 3a Lm D04 -257 2 x ? � W �' �O # .JOB N0.9 1t710?OTc FLUORESCM FDCR#E • 5 HEAD M of '- DRAM Brs XM Mr. mo DAM V2004 c s GUTTER PER ONJER •DOY#45P0UT PER O MVER (P5) wow vOUN5raur vows TO LONER F200F 26 GA STEPPED FLA5HIN6 AT ALL ROaFM1ALL � 7riNTER5ECTIONS py D5. 1 •, ; 1 r '- I � 1 - -• - -- J I i I f 1 1 11 1 1 ' I ,I 1 1 1 I1 js �1 f i it , ' I 22 "x30" ' ROOFING PER ATTIC 1 , , 1 1 1 11 1 fl l I t i t ' OWNER 1 1 1 , 1 ' 1 ,! AGGES� 1 I I , 1 , I 1 , 1 1 7 1 r -- ------ - - - - -- - ____ -. r 1 11 1 1 rl 1 1 L -t 1 E `• , 1 1 : f 1 05. A I. ALL ROOF SLOPES 6.12 UNLESS NOTED OTHERWISE 2. ALL ROOF OVERHANGS AR 18" UNLESS NOTED OTHERWISE ROOF PLAN SCALE V4' = I'-0' 41' !O' -1N II' -l r r • • n - m -s• ATTIC VENTILATION8. PROVIDE FAIR; WW, MM .AM OR 6At M VENTS TO PROVIDE VEIiTR.A" MM EQUAL TO 0R 6 MUM nM V" M AM MEA TO W VMW. AT M%T W OF DIM VMN.A" AREA TO 8E LOCATED W 7W IA'PER PART OF TIE An1G EoWA EAVE MOM TO HAVE (J)-2' DIA 5GOMW HOLES MOM% (4 50. W. OF VENT AREA PER LWAL FT. ' -O' 5' -4' W-O" 13' -5' i 4 R r L OPEN 51DE5 OF STAIR AND LANDINGS SHALL HAVE GUARDRAILS . OPENINGS IN GUARDRAIL SHALL NOT ALLOW A 4' PIA. 5PHE TO PA% THROUGH- TOP OF GUARDRAIL MAY BE 34' A801/E STAIR NOSING AT STAIR RUN AND 3b" ABOVE STAIR LANDING 4!'- 2W -51/2" Y -2 112" Y -4' - 4 A 13'-b 3/4 Y -8 3/4' IY -5' Y -I' 2' -7" Y -I" W -p" 51- - til I WAR] I ► I I ►, l ot LIVINS • r TRW 1 EACH =Nil im FIREPLACE - . if •1 �II 1 �- - w• • , r r HEARTH AN ... W -. r I • . . ■ ■■■■■■■■■ a FIRST FLOOR PLAN SCALE 1/4' = I'-0 Y -1" -- 2-1' PROVIDE 1 112" VIA. HANDRAIL ® 34' ABOVE STAIR NOSING ON ONE SIPE OF STAIR- TYPIGAL -- , 1'-O" ' -0' m PIN i 21' -11' (25) RISERS AT 1 -318' EACH (24) TREAD AT 10' EACH IN 3/4" N051% PROVIDE INTERMEDIATE LANDING AT STAIR RUN5 GREATER THAN 12' IN HEIGHT - TYPICAL 3 b IT 0 REVIEWED FOR CODE COMPLIANCE APOROVED Nov - 3 2044 City Of Tukwila 10 B UILDING_ mSION A O 1 L— _... - - - - -J PROVIDE 11/2 VIA, 1 HANDRAIL @ 34' ABOVE STAIR NOSING ON ONE 1 (q) TREAD ®lo• EACH SIDE OF STAIR- TYPIGAL I u , WRAP P05T5 WITH 5/8' TYPE ' ' 61113 1 3/8` THICK, SELF - CLOSING, + AND STAINLESEI STEEL T 16HTFITTING, 5OL ID GORE ( GUARDS TO 72' A% 302.4, W00D DOOR OR LABELED 1 SELF- GL051NG, TIC-4417- FITTING I `- 20 M14 DOOR (1186 SEC 1 I p 302.4, EX. 3) I 1 0 N � I 1 n AFMILY ROrOM — F !8' - -_ -- H16H PLATFORM FOR Gs MT SMOKE �oRO 0 I - 1 AID 6AS HEATER - IN5T PER I DETECTOR - I � 615 I 1 - - - - - -� CODE AID MANUFACTURERS I VOLT � 1 - - -- - - RECO OMAT"15 INTERGORECTED I T -- - - - --I WITH BATTERY _ -- __ - - -_{ �- g,�1P _ N - - - - - -- + ____ -- m PROVIDE 5E15MIG TYPICAL — 1 _ ____ -I STRAP PER GORE (3) TREAD ®10' EACJN I I LIFE OF STAIR ABOVE r l r r I 1 1 r r 1 I t t EQ. ' 314 ��y A l -- ' 41'-0' SECOND FLOOR PLAN ticMear-0, FLOOR AREAS (os defWined bu MO- I0' -2 1/2' • -2 3/4' 6625 S. IgOth 5t. 5uite 8-105 KENT, WASHMoTON 88032 SEC.ONV FLOOR 1.021 S.F. R TOR JAM R01�pMDE STAi OF WASHWGTON FIRST FLOOR 1011 SF. 13A5EMEW 284 S.F. W 2'-OPL 6A 660 S.F. CO ul I PORC" 32 S.F. 41 -0 , TOTAL 3,014 S.F. BASEMENT FLOOR PLAN j3.. J J — SO.E 1W = r-O' >m aY U m J= W I o j z EQ. EQ. s 0 41 Mai 1) CAYOFT &*" 0 C 10 8 2004 PEAWcEWM 10 - g e b 5 4 3 . ,. . 0 ND. DATE i FLOOR PLAN S. ROOF PLAN "W.0 20020Th 51l M W. cv 50681 t •' i; 4 1_ 2 9 _ N B 2'-4'- T' -10" IIN-0 3' -5' -- ------------ - - - - -- - B - -- - - -- - - - - - 1! ai.i O I SMOKE DETECTOR - 110 VOLT 1 ir I TED WITH BATTERY BACKUP - TYPICAL O p t (g) TREAD 10' EACH i Y -I' 7-1' H&CM FM ROOM C4 8FDR00l� #2 i t TREAD 0 10' EACH O t I PROVIDE 11/2 VIA. � ' — r HANDRAIL A 34 ABaVE ' ITM STAIR NOSING ON OW e SIDE OF STAIR- TYPICAL SCALE 1/4' = I'-0 Y -1" -- 2-1' PROVIDE 1 112" VIA. HANDRAIL ® 34' ABOVE STAIR NOSING ON ONE SIPE OF STAIR- TYPIGAL -- , 1'-O" ' -0' m PIN i 21' -11' (25) RISERS AT 1 -318' EACH (24) TREAD AT 10' EACH IN 3/4" N051% PROVIDE INTERMEDIATE LANDING AT STAIR RUN5 GREATER THAN 12' IN HEIGHT - TYPICAL 3 b IT 0 REVIEWED FOR CODE COMPLIANCE APOROVED Nov - 3 2044 City Of Tukwila 10 B UILDING_ mSION A O 1 L— _... - - - - -J PROVIDE 11/2 VIA, 1 HANDRAIL @ 34' ABOVE STAIR NOSING ON ONE 1 (q) TREAD ®lo• EACH SIDE OF STAIR- TYPIGAL I u , WRAP P05T5 WITH 5/8' TYPE ' ' 61113 1 3/8` THICK, SELF - CLOSING, + AND STAINLESEI STEEL T 16HTFITTING, 5OL ID GORE ( GUARDS TO 72' A% 302.4, W00D DOOR OR LABELED 1 SELF- GL051NG, TIC-4417- FITTING I `- 20 M14 DOOR (1186 SEC 1 I p 302.4, EX. 3) I 1 0 N � I 1 n AFMILY ROrOM — F !8' - -_ -- H16H PLATFORM FOR Gs MT SMOKE �oRO 0 I - 1 AID 6AS HEATER - IN5T PER I DETECTOR - I � 615 I 1 - - - - - -� CODE AID MANUFACTURERS I VOLT � 1 - - -- - - RECO OMAT"15 INTERGORECTED I T -- - - - --I WITH BATTERY _ -- __ - - -_{ �- g,�1P _ N - - - - - -- + ____ -- m PROVIDE 5E15MIG TYPICAL — 1 _ ____ -I STRAP PER GORE (3) TREAD ®10' EACJN I I LIFE OF STAIR ABOVE r l r r I 1 1 r r 1 I t t EQ. ' 314 ��y A l -- ' 41'-0' SECOND FLOOR PLAN ticMear-0, FLOOR AREAS (os defWined bu MO- I0' -2 1/2' • -2 3/4' 6625 S. IgOth 5t. 5uite 8-105 KENT, WASHMoTON 88032 SEC.ONV FLOOR 1.021 S.F. R TOR JAM R01�pMDE STAi OF WASHWGTON FIRST FLOOR 1011 SF. 13A5EMEW 284 S.F. W 2'-OPL 6A 660 S.F. CO ul I PORC" 32 S.F. 41 -0 , TOTAL 3,014 S.F. BASEMENT FLOOR PLAN j3.. J J — SO.E 1W = r-O' 0 Is 41' -O' i R• • APCHITFCTS 6625 S. IgOth 5t. 5uite 8-105 KENT, WASHMoTON 88032 (425) 656 -0 ■ FAX (425) 656-0501 ronhovdearchlte -tax om R TOR JAM R01�pMDE STAi OF WASHWGTON H W W LU v z CO ul I a W W� w J �- u j3.. J J — 3t >m aY U m J= W I o j z s co 0 CAYOFT &*" 0 C 10 8 2004 PEAWcEWM 10 g e b 5 4 3 . ,. . ND. DATE DESCA0 FLOOR PLAN S. ROOF PLAN "W.0 20020Th 51l M W. OWN WIN RTI ticcm WIN E.IR Al m l tm7m i SHEAR WALL DESIGNATION - SEE SHEET 513 (GRO55HATGHIN6 DENOTES EXTENT) TYP HIP TRU55 PAGKA6E. HIP Tf;W% PACKAGE I I t it IL lyr 001 HIP TRUSS PACKAGE � + b -- — -- -------- 2 e as•L !j I i � SHADING ' I DENOTES 2x6 I ® 24' OG. OVERFRAMING OMIT OVERHANG i I AT GIRDER TRU55 L u WAS.? \ � [ s \\ i i 1 I \ I MIA% HIP TRU55 \ I PAGKA6E o i i I HIP TRU55 PAGKAGE . �j ROOF FRAMIN 1. ALL FRAMING TO BE APPROVED PRE- ENGINEERED ROOF TRW-+5E5 AT 24" O.G. AN.+DJ 2. ALL HEADERS TO BE 4x10 OF #2 (UND) PLAN 3, *0 & /AS.L fO- fide n(' JeW 6 0s WWf V 4' = 1'-0' e S� H� 51 � �b HI e 5� tii 1 NI ,\ V ' L P4 wow H �� �I K► � I e . ,A- g� ve IA Z i �•w w. — w��w w��w wr�wi ��w��w w��wrr-� SECO su" ur = r-ow �j s2 A N Y - ---- - - - - -- - ---- :..._ f � - - ......_..._.._ _ ... �- & � DB r I I I� c � to Q q �• ' t e w �.ww w�wr �rw r��w ww w � wwrrrrww � I` ;...—� II 1 FOR 1/4" PLF SLOPE • • AWAY FROM BUILDING PROVIDE 5LEEPER5 I 141 ON q -112' FLOOR JOISTS AT LIVING ROOM AND HALL ' 1 T� c ✓ t�/as.2 6625 5. 140th 5t. 5ulte 5-105 s s s KENT, W aiMTON 48032 - �� TJI JOIST �1'� M3 SfRS.1 - tY� .: L 1'425) 656 - 0500 FAX (425) 656-0501 . ronhov �ltscts�o�1 1 II r OfM 2 � u 1 2' 0% J015T t I B t I I I ' I Q� 013L. JOIST I j -{D` Aolk I = I DB JOIST �P c (P5 y I I ..... : [17Trl�� .c.. _ ._ LINE OF to ti ` A GANTILEVERED S• A3, FLOOR ABOVE NOTE5: I. ALL FLOOR FRAMING TO BE 11 -118' TJ! 360 I6' O.G. NNAJ 2. ALL HEADERS TO BE 4x10 DF #2 AN.OJ FIRST FLOOR FRAMING PLAN :3 500 bi42t rov--PV fr-MSMcOS SO&E I!4' = I' -0' REVIEWE FOR I CODE COMPLIANCE r Aoo 41 moo = 7004 3' -2 3/4' ?' 3' -4 1/2„` !8' -8 !/4" - - - - (y) �• F f4o L �tl6ubd�► 2 �1 1 p i Nl[N• 0 1 A" �k [% i �..ti� � - - WINDOW NELL - - - JAI ! T j S2 �n�psi�l�) VOL JOIST I �- I B MR ohs VOL JO IST D FLOO FRAMING PLAN I �� `2 L 1. ALL FLOOR FRAMING TO BE 11 -1/8' T.A 360 8 IV OL. NNO) 2. ALL IEADER5 TO BE 4x10 OF 02 W O) 3. � �IA �a- �e R�ct� �pu►c� 1 /As.2 rte) �I � - r Of fic�l�'rr :I� RIALD)NO DIVISION O c�v -Ty ----- - -1- -- -- 1- - - - --j - - - ° -- -- - - - -�- - - -� - -_ - -4- - - - --j i�Y€)Ol+�t SELL - -# - A 3 lye tz ! ,, �' (6 A&ows ;" ww fu to /As -I etc- ' fr O/. Tw- Dn- FOUNDATION PLAN SG&E =rte s +i3 aIA5 a _� wxd (mss UJ z U ui Z v ku a d to co co =1 W J a Z wo Q ~ co 2 Y 3 W V Z W 0 _ co W 0:9 a >. a sJ J ay LL UJ Z I � WY OMMMA 0 C T 0 8 2004 PMcscqfMR lQ_ a� Q� Q C1L� FOUNDATION PLAN FLOOR FRAMING PLANS ROOF FRAMING PLAN .M tom.. 2=0X S EIM W. ORAht�i 61r• K1i DJ►ZF. VaDAOrt � • ! I r -- - - -�- - I St.AB EII � -- --------- -�- - -- ' CONCRETE G ARAGE I '� O __--- - - - -I- ---� I SLAB Et.EY -- � I I = ono I t I 5LA13 OVER b MIL VAPOR � [ �. I t 51 OR 6 STEP ! BARRIER OVER 4" 1 •I I I , FREE - DRAINING MATERIAL ! 1 I = O SLOPE 1/6" PLF 7 I m lt W 7 0b'xl2' I I 1 THICKENED SLAB W/ SIMP50H G366 I J I ' GONGRE7E SLAB OVER : I I I AT P05T GONIEGTION- 1 (� a ' SAND OVER b MIL ! VAPOR BARRIER OVER 21 OAND OVER 4 I r ! 11 _ AREE- DRAINING MATERIAL I I ( I ! m B tt L ,� ! g I �• I I I = ! L- �ST BUCK OUT STEM WALL FOR THICKENED SLAB E06E I I � 1 ILo I I 1 Foanw I - TYPICAL I I Pb :� = - - ' - 24' x24'ScN2' THICKENED t 13 S6 fc I I I �'� °� L_ - I rn SLAB W/ 5U1'50N C4344 AT POST GOIWTi01d - --- = - - - - - -- - - - — - -- - - -- — - - -- -- - - --� O I LIM] O c�v -Ty ----- - -1- -- -- 1- - - - --j - - - ° -- -- - - - -�- - - -� - -_ - -4- - - - --j i�Y€)Ol+�t SELL - -# - A 3 lye tz ! ,, �' (6 A&ows ;" ww fu to /As -I etc- ' fr O/. Tw- Dn- FOUNDATION PLAN SG&E =rte s +i3 aIA5 a _� wxd (mss UJ z U ui Z v ku a d to co co =1 W J a Z wo Q ~ co 2 Y 3 W V Z W 0 _ co W 0:9 a >. a sJ J ay LL UJ Z I � WY OMMMA 0 C T 0 8 2004 PMcscqfMR lQ_ a� Q� Q C1L� FOUNDATION PLAN FLOOR FRAMING PLANS ROOF FRAMING PLAN .M tom.. 2=0X S EIM W. ORAht�i 61r• K1i DJ►ZF. VaDAOrt � • • • FLOOR FRAMING NOTES ROOF FRAMING NOTES 1. ALL HEADERS TO BE A MINIMUM OF 08 /2 -HF FOR EXTERIOR AND I. ALL HEADER5 TO BE A MINIMUM OF 4X6 0 2 -HF FOR EXTERIOR AND INTERIOR UNLESS NOTED OTHERWISE ON THE PLANS. ALL BEAMS. INTERIOR UNLESS NOTED OTHERWISE ON THE PLANS. ALL BEAMS, HEADERS. AND GIRDER TRUSSES (A BEARING WALLS) ARE TO BE HEADED, AID GIRDER TRUSSES (0 BEARING NALL5) ARE TO BE SUPPORTED BY (1) 2x6 BEARING STUD do (1) 2X6 JAMB STUD (02- SUPPORTED BY (E) 2xb BEARING STUD T (1) 2X6 JAMB STUD UNLESS DF) UNLESS N07ED OTHERWISE. NOTED OTHERWISE. 2 PLACE LONG DIREC SETS PERPENDICULAR TO TRUSS OR DIRECTION. 4 A(t 8IA5.Z. 2. ALL ROOF FRAMING 15 P.E. TRUSSES AT 24' .C. - SHADING INDICATES OVERFRAHNG. %I t 3IAS.1 3. PLACE LONG DIRECTION OF ALL PLYNOOD5HEETS PERPENDICULAR TO 3. A DENOTES THE SHEARWALL (S.W.) CONSTRUCTION PER THE TRUSS OR RAFTER DIRECTION. $f$ .2. SHEARWALL COMPONENT TABLE. SHEARWALL CONSTRUCTION SHALL OCCUR FOR THE ENTIRE WALL LINE FOR WHICH IT IS CALLED OUT AND IS SHOWN HATCHED ON THE PLANS. 4 Q DENOTES THE SHEARNALL (S.H) CON5TRUGTION PER THE SHEARWALL COMPONENT TABLE. SHEARWALL GONSTRUGTION SHALL 4. ALL EXTERIOR WALLS ARE SHEARWALLS OF TYPE nA UNLESS OCCUR FOR THE ENTIRE WALL LINE FOR WHICH IT 15 GALLED OUT CALLED OUT AS OTHERWISE. AND IS SHOWN HATCHED iz z z Z=I ON THE PLANS. 5. TRUSS AND JOIST LOCATIONS ARE SCHEMATICALLY SHOWN ON THE PLANS. IT IS NOT THE INTENT OF THE STRUCTURAL PLANS 70 5. ALL EXTERIOR WALLS ARE 5HEARWALLS OF TYPE /A NLESS IT GRAPHICALLY LOCATE ALL FRAMING MEMBERS EXCEPT WHERE GALLED OUT A5 07TiERW15E. CALLED OUT. THE CONTRACTOR IS RESPONSIBLE FOR SPACING FRAMING MEMBERS AS NOTED ON THE PLANS AND GENERATING 6. TRU55 AND RAFTER LOCATIONS ARE SCHEMATICALLY SHOM ON THE MEMBER LAYOUT FOR SHOP DRAWINGS AND QUANTITY TAKEOFFS. PLANS. IT 15 NOT THE INTENT OF THE STRUCTURAL. PLANS TO GRAPHICALLY LOCATE ALL FRAMING MEMBERS EXCEPT WHERE GALLED 6. TYPICAL FLOOR TRUSSES SHALL BE TJL TRUSSES AS OUT. THE CONTRACTOR 15 RESPONSIBLE FOR SPAGING FRAMING MANUFACTURERED BY TRUS JOIST MACMILI.IAN. MANUFACTURER I EKOZ5 AS NOTED ON THE PLANS AND GENERATING MEMBER LAYOUT' SHALL SUBMIT SHOP DRAWINGS OF ALL TRUSS LAYOUTS / DESIGNS FOR SLOP DRAWINGS AND AUANTITY TAKEOFFS. FOR APPROVAL PRIOR TO FABRICATION. TRUSS LAYOUT SHALL BE COORDINATED WITH MECHANICAL CONTRACTOR / ARCHITECT FOR �. SEE THE ROOF PLAN FOR ROOF VENTILATION REQUIREMENTS ALL MECHHNICAL AND ELECTRICAL PENETRATIONS THROUGH THE AND VENT DETAIL. FLOOR. 7. TYPICALLY PROVIDE BLOCKING (ON EDGE) OR ALIGN JOIST OR b. ALL ROOF TRUSSES ARE TO BE ENGINEERED BY OTHERS. ALL TRUSSES BELOW WALLS ABOVE. -fa, 54 .q1 *t HANGERS AND ROOF TRU55 OVERFRAMING SHALL BE BY OTHERS. THE TRUSS MANUFACTURER SHALL PROVIDE CONNECTION HARDWARE TO k GLULAM BEAMS ARE TYPICALLY LUNCAMBERED ULESS CALLED OUT AS' GARRY THE ROOF -DEAD AND LIVE LOAD TO THE LOAD GARRYING R- CAMBER. MEMBER. TYPICAL ROOF TRUSS TOP CHORD SHALL BE 2x6. 9• WINDOW SUPPLIER TO VERIFY THAT WINDOW AND WINDOW FRAMES TRANSFER WIND LOADS EVENLY TO STRUCTURAL FRAMING ON ALL 4 SIDES OF WINDOW q. TYPICALLY ALIGN ROOT= TRU55ES AND RAFTERS OVERMIITH SHEAP4 ALLS. WFERE TRUSSES ALIGN OVER SHEARNALLS THE TRUSS MANUFAG7U2ER SHALL PROVIDE THE TRUE-5.6 TO CARRY 250 PLF OR THE TRUSS SHALL BE SHEATHED 3NITH 112 PLYHOOD (BLOCKED) FROM TOP TO BOTTOM CHORD WITH THE FASTENER SPACING FOR THE WALL WHICH THE TRU55 15 OVER. MERE TRU55E5 ARE USED AS DRAG STRUTS THE TRU _56 MANUFACTURER SHALL PROVED THE TRArS6 WITH THE cAPAc1TY CALLED our ON THE PLANS. im I ti L . 10. 6LU AM BEANS ARE TYPICALLY UNGAMBERED UNLESS GALLED OUT AS FOUNDATION NOTE R= CAMBER. ALL 61-10-LAMS ARE GRADE 24F -V4 11. PROVIDE SIMPSON 112.5 HURIGANE ANCHORS, Mr-6 / RAFTER TO TOP I. ASGI MED 5011.5 PROPERTIES ALE 5HOM BELOW AND MT BE VBZiFIED BY A PLATE. LK.EN5ED 5OIL5 ENGINE 12. P.E. TWJ55 MFR TO VERIFY DEFLECTION TOLERANCE BETMEN AJ ASO = 74WPSF &WMV) TR1,155E5 AND WINDOW WHERE WINDOWS FRAME DIRECTLY INTO TRU55 IV AT RE51 UP = 35 MF BOTTOM CHORDS - VERIFY PER WINDOW SUPPLIER G) 5OILKIM. I:WGTION = 040 W F5151NGLUDED D) PASSIVE =55D PICF 13. ALL 2x , BEAMS /J015T5 ARE #2H.F. 2. TYPICAL DIMBION5 ARE TO FACE OF WALL OR TO CDITElkINE OF COLT N 14. ALL if 9 WE OGA IS IOMW A" OR FOOTING. VERIFY ALL DIMENSIONS AND ELEVATIONS WITH THE AROPECT. AF06 SIfADED ON THE PLANS IND"TE FLOOR ARFAS NOT 15. ALL EXTERIOR NADALLS ARE 2xb S.G.H.F. O I6 O.G. V`>(t Vt - P ANAL, ELEVATIONS UTANEE. 16. ALL INTERIOR BEARING WALLS ARE • 2X (? S.G.H.F. • l e O.G. U.N.O. 3. PROVIDE F0071M 5U05TRATE P14FARATION PER THE SOILS REPORT. kw otmilAt O% W6 h*A "A 2vy S -6. i 1r.� 2y` -c. U1l 4. STEP FOOTINGS AS SITE T"6 REGM PER TYPICAL CONCRETE DETAILS. %&. 10 5•I jht *4WAIW 5. TYPICAL 150LATW FOOTING56 SHALL BE CO315TRX7ED PER. DETAIL. REI TO TABLE FOR REWRED DINEt SM15 / WNFORC0 -* NT. . 6 ASI TABLE 6. EXTBNv ALL GONTQIXJE?r F00T1 % AT END WARS I •-O• H mmm oEyoNDevcMOLDOWN ALL BFJARI% WALLS AND %FARNIALLS (TYPICAU. .,�,v ANGTIOR ANCHOR DRILL 130"ARY F�'r TYPE DIAMIETER EN>B LENT DIAMETER ELEVEN' 1. TYPICALLY MATCH FOOTIN& VOMS NTH WALL DONELS MX-56 NOTED OTHI3tIW1 t MS - WA WA WA mb STUDS I I Z M5T60 WA WA WA (2)4x6 STUDS 8. TYPICAL WALL REINFORCEMENT SHALL 13E 114 AT f2 OL_ FJ1GH NIaY 1>KE56 WR Ukfdla I WA WA WA 4xb POST . _• WA ZxAw ! ,n•%T S OTHERN%_ tNA IK 1A ll`!f n a NIA �. � ZA; Si Z1S ER q. PLACE ALL REI FOR -EMM P THE TYPICAL DETAILS a• n� I" ES tVrt3llr- 1 14 11 POST 10.11OOR 5LA195 - 4' COW. 5LM ON GRADE OVER 2' WIASIED SAND (OR NOTES: PER ARCH / OHM OVER 6 MIL VAPOR DER OVER 6' NV &W GRAVEL U STRAP HOL00NI6 MAY BE INSTALLED OVER S EATHIN6 OR DWIREGTLY TO (TYPICAL) W ALIT 6x6 - 112A x 112A O CENTER LIFE. 5E E 6BERAL NOTES BaINVARY OPPOSITE SHFJAMIN6. DO NOT INSTALL STRAP HOUXW# G AND/OR RE ,0111 EIVATTONS PER 6E CITECRK-AL EiSINEI t PROVIDE IlmR SIEATE#N6 CONTROL / CONSTRUCTION JOiNIS PER DETAIL - /5- AT THE DIRECTION OF TIE 2) HOLD" ANCHORS K&Y BE CAST N PLACE OR VRILME V IN MM THE ARCHITECT. STAIRS ON GRADE SHALL ICE (O6WXTIL7 PER DETAIL TNf PER TAME FOR DRILL DIAMETER PER TABU SPEGIAL. INSPECTION 15 R66111IRED FOR PLAC04Eff OF DRILL IN ANCHORS. FOR CAST IN PLACE APPLIGA" ME STANDARD HT€ AND MOW AT 80FTOM OF ANUM 3) HAIL WAN" PER SICARYOLL SC#WU TO THE BMWAR' HIE M PER 11- ALL T}IC40W EDGE 5LAB6 5141ALL BE 6' NNE x 8• DES W/ (0- IM a AR THE TASM. - CONTWIWAUS (3• FROM BOTTOAU UJ kf% NOTED OUB W -f- SEE DETAILS 4) HOLDON O SMALL !3r N5TALL® IITTHH FASTENERS PER THE MAKFACTUIREit RS,I. TO ACHM TIE MAXEIM TARLA7EL7 LOAD_ 5) %*. S�� `��AS.I DE�TtI� 12/AS•Z �p10}3. SHEARWALL COMPONENT TABLE MARK G *lPOty TS N2' AB PL U *" P4VW 5It*'I SON A35 TO GONG. PL NALBH6 CLIP AN61.E SPAGDIG riv. SWAGING w SPACN6" Q IW32' RV OR 05I3,13 C<AW, VV 8d NML5 0 6' OL. O PANEL EDGES AND O 12' OL. O FIELD OL. 6" OL. 24' OL. Q I5W32' PhD OR OSI3, BLIOCKMtV Od KAA-5 a 4' O.G. PANEL. EDGES AND 12' � f oL. �' 4" OL. O , O A OL. O FIELD A 15,032• PkV OR OSM BLOCKED, W ba NAILS • 3' OL. At OL. 3' OL_ 12" OL. O PANES. E06ES AND a 12 04.0 FIELD. SEE NOTE 2. ZO D W2' PAD OR 053 (BLOC CED, Ii/ 8d HAMS O 2' OL. � OL. 25' OL: 9 OL_ O PAMEL EEC- AND O 12' OL. O FAD. SEE NOTE 2. i7 ST S Q 15/32' FM OR 053. EIAAeH SIDE, BLOUA�D. Kl5d O t2 � O 2' OL. O PANEL EDGES AM 12' O.G. O MD. SM NOTE 2. 12' O.G. ' O.C. T OL. STA W. TYPICAL 1_ UiE56 OTHI38r65E LWIOW v N TAELt; ALL TN4.m swa GObFOw TO mi ux T AI3.E 2}k4m 2 ICE 25c2'xW PLATE W96 AT ALL AWhIbR BOLTS. AWA40R BOLTS SNOLL NOT EE 0AAN) INTO PLAT'_ -5. 3. 001' P -It4tS APE TO BE JV IN LE N&IH 414 P41ALS ARE TO IBE !'OftH OF 3V N WK&Tll NktS 9fALL IBE M &,LID 50 AS TO NOT 5PL.IT 7FE TIT"R TRTAM0 6 4- SW_0N A35 CLP A? 6LF5 9 AIL EE 96TA UM MR THE APPROPRIATE FASTENM PER THE 1`+JANIFAGMERS 5PI50aFI ATION5. S 3x 511105, AREREON AT .PLC PNAILL IDES FOR I ALL TYPES CD 4 E:. 6. SIEJA10011 CALLItOIlTS PER THE TABLE SHALL APPLY FOR TW RILL LE N&rd OF THE 5lEAf3Nl15 NOTED 0111 THE PLABI f. � IA;W,1,•.� `JIII� !� �f31�� AT ?Tjl. 1� tA�� �K� 8+"E tiW, ti'i�''ct x '�J y. STRUCTURAL AND GENERAL NOTES: 1) DESIGN CRITERIA: A) CRITERIA: ALL MATERIALS, WORKMANSHIP, DESIGN AND CONSTRUCTION SHWA CONFORM TO THE DRAWINGS. SPECIFICATIONS AND 8)� � OADSgNG CODE (Ift). SNOW LOAD 25 PSF FLOOR LIVE LOAD 40 PSF C) LATERAL LOADS: WIND: �6 MPH. EXPOSURES SEISMIC: LkC k�.N FA r - 1 22. ? y to r✓t,ArbS 2) GEOTECHNICAL: A) FOUNDATION: ASSUMED SOIL BEARING PRESSURE: LATERAL EARTH PRESSURE. RESTRAINED LITERAL EARTH PRESSURE. UNRESTRAINED: PASSIVE B) CONSTRUCTION: 25M PSF 50 PSF O (W/ FS 1.5 INCLUDED) ) BACK FILL BEHIND ALL RETAINING WALLS TO BE FREE DRAINING GRANULAR FILL WITH SUBSURFACE DRAINAGE AS NOTED IN THE SOILS REPORT. 3) CONCRETE: A) CONCRETE MIX: UNLESS OTHERWISE NOTED. CONCRETE SHALL ATTAIN A 28 DAY COMPRESSIVE STRENGTH OF 2500 PSI. LOX SHALL COMAIN NOT LESS THAN S SACKS OF CEMENT PER CUBIC YARD AND SHALL BE PROPORTIONED TO PRODUCE A SLUMP OF 5 OR LESS. ALL CONCRETE WITH SURFACES EXPOSED TO STANDING WATER SHALL BE AIR-ENTRAINED WITH AN AIR - ENTRAINING AGENT CONFORMING TO UDC STANDARDS. TOTAL AIR CONTENT SHALL BE IN ACCORDANCE WITH TABLE 19 -A -1 OF THE UBC. B) CONCRETE PLACEMENT: CONCRETE SHALL BE CONVEYED AND PLACED IN ACCORDANCE WITH UDC SECTION 1905 AND ACN 301. C) REINFORCING STEEL- UNLESS OTHERWISE NOTED, REINFORCING STEEL SHALL CONFORM TO ASTM A615. GRADE 60. WELDED WIRE FABRIC (WWF) SHALL CONFORM TO ASTM A185. BARS SHAT NOT BE FIELD BENT UNLESS SO DETAILED OR APPROVED BY THE STRUCTURAL ENGINEER. CONCRETE COVER FOR REINFORCING STEEL SHALL BE PROVIDED AS FOLLOWS- UNFORMED SURFACES IN COEQACT WITH EARTH: FORMED SURFACES EXPOSED 1+0 EARTH OR WEATHER: #6 BARS AND LARGM 2 15 BARS AND SMALIMt: 1 SLABS OR WALLS NOT EXPOSED TO EARTH OR WEATHER: SLABS AND WALLS- 3 COLUMNS AND BEAMS: 1 WR' 4) TIMBER: A) FRAMING LUMBER: FRAMING LUMBER SHALL BE KILN DRIED. OR MC -15. AND GRADED AND MARKED IN ACCORDANCE WITH WWPA STANDARD GRADING RULES FOR WEST COAST LUMBER. LATEST EDITION. FURNISH TO THE FOLLOWb1NG MRM INUM STANDARDS- 2X JOISTS: HEM -FIR #2 BEAMS AND STRINGERS- DOUG FIR i1 POSTS AND TIMBERS: HEM -FIR 11 STUDS. PLATES. & MISC LIGHT FRMG: DOUG FIR OR HEM-FIR STANDARD GRADE BOLTEO STUDS AND LEDGERS- DOUG FIR STANDARD GRADE ALL WOOD IN DIRECT CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESSURE TREATED. ALL DECK FRAYING LUMBER SHALL BE TREATED. LUMBER INCLUDING PLYWOOD SHEATHING USED FOR DECKS WITH HEATED LIVING SPACE BELOW SHALL BE TREATED. ENGINEERED LUMBER PRODUCTS SHALL BE AS NOTED ON THE DRAWINGS. ALTERNATE MAN ACltll igj !'� ► SUBJECT TO REVIEW AND APPROVAL BY TINE OWNER AND THE STRUCTURAL ENGINEER CODE COMPLIANCE 8) ROOF TRUSSES: AupW;sovrf) TOP CHORD LIVE LOAD 25 PSF Noy TOP CHORD DEAD LOAD 10 PSF BOTTOM CHORD DEAD LOAD 5 PSF TOP CHORD WIND UPLIFT 20 PSF AT PERIMETER SUBMIT SHOP DRAWINGS AND DESIGN CALCULATIONS 70 THE OWNER AND ARCHITECT FOR TEVJ ?�� SUBMITTED DOCUMENTS SHALL BEAR THE STAMP AND SX MTURE OF A PROFESSIONAL ENGINEER LICENSED TO PRACTICE IN THE STATE OF WASHOMON. C) FRAMING HARDWARE: ALL CONNECTION HARDOW SHALL BE BY SNPSON STRONG TIE. AS NOTED ON THE DRAIINGS. ALTERNATE HARDWARE WAY BE SUBSTITUTED PROVIDED THEY HAVE ICBO APPROVAL FOR EQUAL OR GREATER CAPACITIES FOR THE GIVEN APPLlC,ATION. MINIMUM NILMG SHALL CONFORM TO TABLE 23 - 0 OF THE UBC. UNLESS NOTED OTHERWISE, NAILS SHALL BE COYMDL PROVIDE WASHERS UNDER THE HEADS AD NUTS OF ALL BOLTS ALA LAG SCREWS BEARING ON WOOD. D) STRUCTURAL SHEATHING: PLYWOOD SHALL BE APA RATED COX N ACCORDANCE WITH T1IE FOLLOWING 1021iMIUMS: ROOF SHEPINFI G: 1/ WITH PANEL INDEX 24/0 FLOOR SHEATFMN - 3/4' T * O WITH PANEL INDEX 40/20 WAIL SHEATHING: 1/2' WITH PANEL 644 24/0 E) FRAMING: ALL STUD WALLS SHOWN AND NOT OTHERWISE NOTED SHALL BE 2X4 STUDS O 16" OG TINO FULL HEIGHT STUDS MIlWUY SHALL BE PROVIDED AT THE ENDS OF ALL WALLS AND AT EACH SIDE OF OPENINGS, UNLESS 07H UMSE NOTED. 5) GENERAL A) COORDINATION: )o B) SHOP DRAWINGS: SHOP DRAIWrNGS FOR THE FOLLOWING SMALL BE SUBMITTED TO THE OWNER AND ARCWMCF FOR REVIEW PRIOR TO FABRICATION: REINFORCING STEEL FOR CONCRETE AND MASONRY STRUCTURAL STEEL GLUED LMA140M MEMBERS WOOD ROOF TRUSSES PLYWOOD WEB JOISTS C) CHANGES: CONTRACTOR BA'NN'ED CHANGES SHALL BE SUVATMD TO THE GUNER FOR APPMVAL PWA TO FASRSCATAONI OR CONSTR IXTION FOR APPROVAL. CHANGES SHIOIIIN ON - INNE SHOP DRi1NR M MLY WWLL NOT SATISFY THIS REOUIRD EM. D) ERECTION: THE CONtRACTIM S AI.L PROVIDE 'OOVPARY SRACM FOR THE SF JCr%M JWD l 4 AL CC4f CA Q - A'_lS UNITE ALL FINk COh7iECTIONS HANAIE BEEN C0IWPWW IN ACCORDANX WITH THE PLR4& THE COMTRACTOR SHALL SE RESPON455+NEE FOR ALL SAFETY PRECAU110N6 AND TEE METHOEJS. TEChWMAOLrM SEOUVOCES OR PROCEDURM REOUIRFD TO PETWFORM THE WrJRJC E) RISPECTHONAT: THE FOL.LOWIG S1ALL BE SJF%RMSED N ACCDFA%` X 1FTH SEC1104 306 OF THE U9C NO TIHE PQWEiCT BY A OUAL*IED T STING AGENCY OESK;r TED BY THE ARCHITECT. CONCAETE RUA1 M TALL AND F&MM NG WALL FOOT -4W CQAtS'RUCTIOlA1 MI Slom Y COP611 RUCTION STRUCTURAL Seem amcna H DPANSION BOLT AND O VY GRO A NSTXIJAT10 6 THE Cw44 ARo*TECT AM BUALOM OEPIAR ?1iE11T SWAUi BE FuRNSKD woN COPES OF ALL WAISPECTION REPORTS AND TIC FAULT& 6625 5. lqm 5t. 5ulte 13-105 KENT, WA - WINGTON 88432 (425) 656 -OWO ■ FAX (425) 656 -OWI RONItJ K WASHINGTON W U Z uj D co uj Z Q 2 Y W V z Lu 0 - a Lu Iw J J LLI DIY Lu J co Z co OffyOF: OCT 0 8 2004 PcAJ111T CElA1Tu 0 M INO 5"MT I .a,. STRUCTURAL & GENERAL NOTES, FRAMING & FOUNDATION NOTES SCHEDULES & TABLES W.M 2Na02A7L oRAE� eir. IA:n c4v3caAw 8yv TIP VAM if2". 5Im w. A2.2 s 4 s • z W g w a m co J CL >111111 cr. 0 O 3 H ►7 1 6 r I 0 6625 5. lg0th 5t. 5uite B-105 KENT, WA514INOTON g8032 (425) 656 -0.00 ■* FAX (425) 656-0501 ronhovdewc.hltew..ts.com TOR -JAN RONH(YVDE SIATE Or WASHINGTON 0 SCALE RW = I -(V LEFT SIDE ELEVATION le REAR ELEVATION 12 %- I& (tYPIGAI.) PLATE LINE Q PLATE LINE 2ND FF. ` PLATE LINE Q I5T F.F. ' PLATE LINE O i 4 F.F. AT FAWY ROOM 1 F... �o GAR_ 5LA0 # POINT) -=#* FRONT ELEVATION • t) 0 00,W. vg IRS 6 VA R r REVIBVED FOR CODE COMPLIANCE U 1 �r PO • • • �• 011,1 r• VINYL MIN" - TYPIGAL 2x10 CMAR TRIM BAND . .5.�.►Y r • • . W U Z ui D W Z Q 2 Y W V Z W 0 r W� �c w J J a� LL =0 W FM J (09 Z co YT OCT 0 8 20x4 cmFA SHEET W EXTERIOR ELEVATIONS JOB NO.. 2002-Oft DRAM MKn GIB are Lp DAM X2 -fo4 1� z w ..m w a� Q m I O 0 3 StIlET NO. A3.1 Ll RIGHT SIDE E LEVATION O® SHEET W EXTERIOR ELEVATIONS JOB NO.. 2002-Oft DRAM MKn GIB are Lp DAM X2 -fo4 1� z w ..m w a� Q m I O 0 3 StIlET NO. A3.1 Ll RIGHT SIDE E LEVATION a� 210 F.F. PLATE LINE O ROOFING PER OW`ER OVER I 12" APA RATED ' EPX05WE I n %EATHIN6 ON APPROVED PRE - ENGINEERED ROOF TRUSSES AT 24" O.G. IN 5/8" 6NI3 AT CEILING PLATE LINE I r ir lk FA MIN 1ST F.F. CONCRETE RETAINING WALL NTH WATERPROOFING. WKFILL PER 50IU5 ENGINEER5 RECOMMENDATIONS --zzz:Z- FAMLY •♦ O I �r t 1 J; C OCREM 5LALR OVE •I • BARR r. ■ r., ' • r• ■ F OOTIN67 DRAIN PER 50IL5 i i RECA7.4430ATIM BUILDING SECTION B=B. SCAM VV z r-W 1 L ►r UPPER PLATE LINE PLATE LINE O 3/4" APA RATED TW0511RE I 5i-EATHING OVER 11 -1/8" APPROVED PRE- ENGINE-ERED 5EE DETAIL WOOD I - JO15T5 W/ 112" 6M AT 4 /AI4.1 FOR GEILING - TYPICAL TREAD, R15ER 4 PROVIDE 5/8" TYPE 'X' 6413 ON 5TRINGER 6ARA6E CEILING W 5EG 302.4, EX. 3) PROVIDE R -30 BATT INSIA_AwN IN FLOORS OVER 6AR6AE Z iz I & (ttPIcAU REVIEWED FOR CODE COMPLIANCE NOV = 3 2004 it 1Uktiqila �t� t-9ING DIVISION PLATE LINE _ 0 1 : 0 in 4 2ND F.F. = PLATE LINE :t • � _ cn IST F.F. Q s r F.F. AT SLOPE 4' CONG_ 6A.RA6F- SLAB I/6" FIER FOOT !8" M6H PLATFORM FOR 6A5 Imo! AND Hw BUILDING SECTION A=A SCALE 1/4' = Pte' FAMILY ROOM I = - N� < GAR (NCI Paw) � Q � w • P 1 7, H F 6625; S. IqM 5t. kite 5-105 KENT, WASHINGTON q&V2 (425) 656 -OWO ■ FAX (425) 656 -0501 ronhovdaw hl .rom mIt -�uw SIATE Of 1NJlNGTON Z ._ . LEI � LLI W V Z co) a W Im a co W cf) J w �4c (L �MJ .� >= m 3 L a: 0 F W m j (v Z mr O IEPIM WYOF A OCT 0 8 2004 P EAwrceir R 10 {� ti • • 1 e b 5 f 4 3 2 i NO. PATE r " Sir UNTIMM BUIIdIN Q SECTIONS "My MUM er u sr. Kn s.R I A3w 2 IMM 1f."m MEME I i 1 4 r I . -.. -.- -- ..--.- -w -.. - — •� .•.w�.r.�...•.. .-- ... r.- - -'� ... :-•w.'.f• - •.—.. J�t.F��.sY. \- MfrLS�..-r .f.- .f....W W.. 1.allom.. ..... • 1.008NOWS186 - .. - .• — . .:...— Yilrrr.L if&Mr.a• i.• - I.Y•...q - .£ ft 40H A I L [ 8'min. 12 . FIG. 1 FIG. ?. uo INSTALL FLASHING PAPER. SILL PIECE • A' INSTALL SILL FLASHING PIECE 'B'; EXTEND FIRST. ATTACH AT EDGE OF OPENING ONLY. SILL FLASHING UP JAMB 4" LAIN. MATFRIALS: FLASHING PAPER AND WEATHER BARRIER PAPER: PER UBC STANDARD 14 -1. I►NO FEDERAL SPECIFICATION UU- 0 -90o. VAPOR BARRIER COATED AND REINFORCED. SEE SPECIFICATIONS FOR GRAPE. SILL FLASHING AND BUTTERFLY: 25 TAIL BITUPIE7NE (WWCOR PLUS) DRIP FLASHING: PER SPECIFICA71ONS WEATHERPROOFED OPENING SCALE: I /2" = I•-O" . 11 . c .mow 6 min. FIG. 3 FIG. 4 INSTALL 4• MADE BUTTERFLY FLASHING INSTALL FLASHING PAPER PIECE 'D• PIECE • C' AT LOWER CORNERS Of AT JAMBS. ATTACH AT EDGE OF OPENING; FLASHING SHOULD BE OPENING ONLY; APPLY A BEAD OF STARTED AT THE INTERIOR SURFACE SEALANT WITHIN 1/2 OF OPENNG OF THE OPENING. OVER THE SILL FLASHING. THEN FOLDED OVER THE EXTERIOR SURFACES OF THE SILL FLASHING AHD PRESSED INTO PLACE MAX RAV%* RsSR I' 2X4 TOP RAIL- ' STWFENER--- 1 2 L5 LA& SMT INTO STRINCAERS. SEE 3/A16 r FASTEN TOP 4 BOTTOM Or CACH PICKET. 4X4 POST - BOTTOM C GTRM (2) 51e0.6 TtM ETOL.TS H/ 13/4 HASHERS BOTH SIDES 4X12 STRRNER i0 (EACH S IDE ) GUARDRAILMANDRAIL SCALE I - I'-W HATERPROOP Nt3t- RAC OVER 3/4 T ! 6. APA RATBD 'EXTERIOR' 3/4 40 1 C�,HA, VTR SUA UMNLMANORAIL 1• 1 1 SEE L7ETA!L #.g ! 4X12 STRING � SiN t126 JO'ST PANGFIt S!MPSON tw-o " NOTCH HORSE PRECAST PrOr. LONG. TRIAD (COW.,- I STLEL SYSTEM M. OR APPRa ED EOWL ) ON 2X20116' CLW 5 M ( 2 ) —"O)G* BMTS IMMO COW, WCAP : ( 2 ) 31VX3• uG j WARD a INTO R. O S110%E (TYPICftJ -- - - -- -- LANDING AT STAIRS SCALE 1 _ , -0• — 5 U i Ill" FAD - V1.430111.4 KKF. \- N05I+Lra ow TYP. FIG. 5 SET VANDOW NAILING FLANGE INFO SEALANT AND FASTEN TO STRUCTURE . ' 04 FIG. 6 *WALL DRIP F ASHNNG PIECE (NOT SHOWN) ACROSS TOP OF FRAME. APPLY FLASHING PAPER V AT HEAD. OWJWPING DRIP FLASHING AND JAW PIECES. WEATHER BARRIER PAPER. APPLIED MATH EXTERIOR FINISH MATERIAL. IS APPL" SHINGLE FASHION. PIECE 'F UNDERLAYS THE SILL PIECE. PIECE 0 0" SHOULD OVER LAP PIECE 'F BY AT LEAST 2 0 . REVIEWED FOR CODE COMPLIANCE APOROVED NOY 3 2004 C_ttv Of W(wila BUILDI DIVISION TREAD J ARCHITECTS w- - da ronF orchltec corn Y� !"T —.IAN STATE OF LU 9 V2 /WA RATE) IDWOSURE r ;fjt 2Q SIRMSM W 24 56THMP • 24' OX, lIlSE 13) MK PER IW Z � INTERIOR STAIR 1 vror-w 4X4 POST (LOCATION PER I STAIR SECTIOW TOP CONNECTION s (4) & 6A. 50REHS W/ MIN. 1 1/2" CMEV - N IN POST. 2X2 PICKETS, TYPICAL AT 5 1/4' O.G. CONCRETE SCE 3/A16 • PAMTED 57EM 6UARURAIL - I-'J2' VIA VBZTIC&S O W-O OL. INFO 8' LONG PIPE SLEEVE WITH EPDXY GROUT - I-U2' DIA HORIZOITALS AT 5-318' OL. MAX (A 4' SPHERE CANNOT PA% FINISH GRADE RETAINING WALL - SEE 1 r���eQn IIL AT NET WWI STAIRS THAT SERVE OH iw71VID1m LM AND HAVE LES6 THAN 4 DO NOT HANDRAILS I-w DIA. PA ww STl$ 6WtRDRAIL - TYPLGAL EACH SIDE ,Hf VM M05M VL -- /- J V 230 [ � 2 ) LEDGER DETAIL I SCAE. I-vr a 1--w 12" I_w T'm TREAD (811AW I- LUOOD) OR EaW- J 2'-4• 4 c5- f a I a' L % PIPE SILEEVE FM wAMVAA' L - SEF HAAoRNt _......./.�.rK.f .• -r -:�� -. -- •• fi"►iiJVJ.1as -:-y NSa o�. r .w. J ARCHITECTS o - (425) 656 -0500 ■ FAX (425) 656 -050l ronF orchltec corn Y� !"T —.IAN STATE OF LU 9 Lu Lu V Z W Q W o a� Q W3: cl) M w LLJ J O.. J J >- LL 0 .101ST HAN6ER z co N V4' • DOLT LA riALL SnO W 0 STABO Mm ON / WH oemm [ � 2 ) LEDGER DETAIL I SCAE. I-vr a 1--w 12" I_w T'm TREAD (811AW I- LUOOD) OR EaW- J 2'-4• 4 c5- f a I a' L % PIPE SILEEVE FM wAMVAA' L - SEF HAAoRNt _......./.�.rK.f .• -r -:�� -. -- •• fi"►iiJVJ.1as -:-y NSa o�. r .w. ARCHITECTS 6625 S. igOth 5t. Su ite 8 -105 KENT WASHINGTON 48032 (425) 656 -0500 ■ FAX (425) 656 -050l ronF orchltec corn !"T —.IAN STATE OF LU Lu Lu V Z W Q W o i M 41 c W3: cl) M w LLJ J O.. J J >- LL 0 cc W Im 0 -� z co W 0 F OflY A OCT O 8 2004 P aV&TCEWa a 9 8 7 6 5 4 3 2 I ND. D/11 C vmwAIPTION REVl510f!?r SHWT 0MCfE ITN MISC. DETAILS Joe ND.. 2OO2A7c SHBET NO. GIEGKW ewe T.R • 1DAlle 1 xwm IV P , it SUALE- t/2" = t•-O' r ° t-- W H16H GOPU a RETA11" WALL L. ASFW LT PAYS v WALL NF J\ 3 TEFL m REW Kr 12' F--- ' -COATS OP TIG v ON's • •A'• TAME TO Z' STD TO TOE a -HOOK TO 2 OF TOE 2s ° OR d C4;*VAGT THIS cow. ASPNALT PAVWS ' PElif PIPE W/ W • E STRIP OF We MLT -DRAIN FM 0AL - ,I��lI akqo 40 ' rc iml .. s e C40W •lair BAR 'W 4 5 4012' A ° iA Hom PT6. Mar. • W. Y PER TABLE ° T RE•P. • 10"' "s 10' O.G BAR cm • cBi m 12' • B' Of,. OF KEY Tw HEISX -L SOMM 2x ow" V GARAM DOOR MM BEMV ANLTIOR BOLT • 1• pt, w�lou, t EWAS SIM _ X D!Z!V£s4JlY_ v d O 1 M • "t Le vow pU ptio • . s _ � I , a •� L� x Y ,�.,.�. t o 14' 1► sue► ° t-- W H16H GOPU a RETA11" WALL L. ASFW LT PAYS v WALL NF J\ 3 TEFL m REW Kr 12' F--- ' -COATS OP TIG v ON's • •A'• TAME TO Z' STD TO TOE a -HOOK TO 2 OF TOE 2s ° OR d C4;*VAGT THIS cow. ASPNALT PAVWS ' PElif PIPE W/ W • E STRIP OF We MLT -DRAIN FM 0AL - ,I��lI akqo 40 ' rc iml .. s e C40W •lair BAR 'W 4 5 4012' A ° iA Hom PT6. Mar. • W. Y PER TABLE ° T RE•P. • 10"' "s 10' O.G BAR cm • cBi m 12' • B' Of,. OF KEY Tw HEISX -L SOMM 2x ow" V GARAM DOOR MM BEMV ANLTIOR BOLT • 1• pt, w�lou, t EWAS SIM _ X D!Z!V£s4JlY_ v d .4o of me A" W- A- i P1- qx N D pow retz O 1 M • "t Le vow pU ptio • , a •� L� x Y ,�.,.�. t o 14' 1► sue► d a IY► I ?-r flu s • Of.. 11A 0 s w oc. IAV - Wf v- 50t1 IR:J�Ra1fi 4 e P.W SM 44 "FA Af/E1r OF fRJG • O.ls 50 fw AGTNE FIND • '" ftr CG. ST s M OF Carl. a ZS K* � A rAS61VE �1>1D • Leo ftf s T� Yim S�RaTM • •o t� — usT m pro - r - v lcp& Sw Ugwaf e+vRs REINF CEMENT• SCHEDULE: (STANDARD) SEE PLAN WWJ 1l�� f!O� ieL t Y MW IN o M • i �4 I� !�d t� 141 1R 1M qAi �•�O� M •�06. � sus a m wi► 1Y1 Rtl 44* W*c. W " \` 13 TYR 9ARAGE FOOTING WALL � R I � UA INING .V. .Y � L ,� �y� ac" : .-0* f 7-V .4o of me A" W- A- i P1- qx N D pow retz fw � 41% 7sp - bV-� �Ou�o • � �p 8 m 's J , /C. 8 Ll �-7 "W4". i nN 1 «� _ 1 a Exr. uAU. Yx61t2t'DC 'k I®' AB, 46' �G 1 •BARS `� sLAB 4 X • BARS s 14 T FOOTING \ �gTEPPED FOOTING ELEV jE 4 � v A Q In Z w a N A a a v ° a i S Awl 9T j., H �� K �t . SLAB GARAGE D I a s � -- 0 4 CONr. . � . .. - d ��w2f, ' 518" HOLE W EP�c1r cipm —d- -X v 4 _ X X o X— 0 4 s 4 d • Q a a o v d 4 v v 4 d • • i v 4 � 4 1e See Plan For Sizs, i Re 6 POSTIFOOTING CONNECTION I -�• . r-w Nc -fFC•i FILM �D' NO.D DOGN C .sCT a s 4 4 • it )OR 5 HOLD SCALE : t-W * r-W (SEE "nW.AL PLA19ra) # I II �L FM � IYA5.2 M� Wz 90 ift 6625 S. 1410th 5t. Suite 8-105 Nil "MO 2�lLlz BACWILL PRIOR TO PLAGIN6 FLOOR SYSTEM s4. 12' 0.0. HORIZ •5 4 �O . 4s x � •� O�G. TO B 5 !'. A Fq�.b 6 2 �4 x • • 24' oic.. - 2 0 �. CU 4 4 t10wZ 0) -top �oN (z) e*r I L T l.� s �� FREE DRAIIIIN6 3 RETAINING BASEMENT WALL SCAIL1 LAV s r-O" acv of WiM, aN �U VS 04 •+'' W — ��j�:0� MO . l M7- •4x •wo — 1 2 RETAIN SO4 Pat P w-' *4 / 1L O.G. HGRIz SCALE : ur r-W pNG AfV2IVlWk sult� `P swTME. ww A�� �3�P9t �FER, TAME 4 4 xi • b O,G. .-� (2) 44 C T C) . KENT, WA5H1N6GTON 4 18032 (425) 656 -0500 ■ FAX (425) 656 -0501 RMI WASHMON .s�..fl W � U Uj Z u cr) W a � m W J >= a Z O 2 Y 3 W Z Q W w J J s� aY UJ J CD Z p v CIWOFTUIMU OCT 0 8 ?OG4 o� STRUCTURAL DETAILS .IM Iii.. 20020k S EET NO VILOW i M " ewl, T-R �1 .1 PAM V20164 f O 1 M IL pU ptio mr WD IF IAV - Wf 4 e . . o 50 fw a I. � A ----�1 . •� u r - r - v lcp& Sw Ugwaf bzl fw � 41% 7sp - bV-� �Ou�o • � �p 8 m 's J , /C. 8 Ll �-7 "W4". i nN 1 «� _ 1 a Exr. uAU. Yx61t2t'DC 'k I®' AB, 46' �G 1 •BARS `� sLAB 4 X • BARS s 14 T FOOTING \ �gTEPPED FOOTING ELEV jE 4 � v A Q In Z w a N A a a v ° a i S Awl 9T j., H �� K �t . SLAB GARAGE D I a s � -- 0 4 CONr. . � . .. - d ��w2f, ' 518" HOLE W EP�c1r cipm —d- -X v 4 _ X X o X— 0 4 s 4 d • Q a a o v d 4 v v 4 d • • i v 4 � 4 1e See Plan For Sizs, i Re 6 POSTIFOOTING CONNECTION I -�• . r-w Nc -fFC•i FILM �D' NO.D DOGN C .sCT a s 4 4 • it )OR 5 HOLD SCALE : t-W * r-W (SEE "nW.AL PLA19ra) # I II �L FM � IYA5.2 M� Wz 90 ift 6625 S. 1410th 5t. Suite 8-105 Nil "MO 2�lLlz BACWILL PRIOR TO PLAGIN6 FLOOR SYSTEM s4. 12' 0.0. HORIZ •5 4 �O . 4s x � •� O�G. TO B 5 !'. A Fq�.b 6 2 �4 x • • 24' oic.. - 2 0 �. CU 4 4 t10wZ 0) -top �oN (z) e*r I L T l.� s �� FREE DRAIIIIN6 3 RETAINING BASEMENT WALL SCAIL1 LAV s r-O" acv of WiM, aN �U VS 04 •+'' W — ��j�:0� MO . l M7- •4x •wo — 1 2 RETAIN SO4 Pat P w-' *4 / 1L O.G. HGRIz SCALE : ur r-W pNG AfV2IVlWk sult� `P swTME. ww A�� �3�P9t �FER, TAME 4 4 xi • b O,G. .-� (2) 44 C T C) . KENT, WA5H1N6GTON 4 18032 (425) 656 -0500 ■ FAX (425) 656 -0501 RMI WASHMON .s�..fl W � U Uj Z u cr) W a � m W J >= a Z O 2 Y 3 W Z Q W w J J s� aY UJ J CD Z p v CIWOFTUIMU OCT 0 8 ?OG4 o� STRUCTURAL DETAILS .IM Iii.. 20020k S EET NO VILOW i M " ewl, T-R �1 .1 PAM V20164 f fp. Lev vi 9 EM4 %Ax 0 .fppl 905 pct o Nab NA � I V 1' � I !T'. I I watt fL_c"�z lo E1 E �u - 14e D 2. ML rwoo MtRA f t . MY 4m MW p�� c � I taUJO0146.: 64) � 3 u�s�pc P "L w - 14 ETAW e3Y vel (L_= _ SHEARKA 10d0W04. I A351fiR TA8E L i[K COAAW 5�EJI1�W/1LL Ti�BE.E � • it t �f ftAK r? PIP ODM w� • 1 � N��JG tIMt�1 alt o f t6 M Ff - 9. fi4jrw3f9 L� e� loo h� (VYz JAW) a�� 5E<�� %d v 00 sup / fwj �uV b ' btt� -�SS sw '_ ' p i t3) �k'+�S i am , ese so f cep Tom. PUN � �w � � � ��, � �D E _ v. �6 MPS laW _ %fo k pf " f'-I gtly �Z- NUJ f (t '•. N i�tss Z�'� t�' t � �►''�3 r'i` It�li� ref �Twf w 4Tw) , t {x 5w S. W. PARK • 1 -314MI -116 T5 RM W A> o p 6d • 6" 0 -0. 2X BI.IOGiGINb y,� -►&� W* 40 1"& iw w FW5 � 4 TYPICAL OVERHANG gln 5 c A9D�� laC A5 R-�dD r IFW i 5LA 5wY #z ft4jD 5w EGG w4ax, I II , r_lqi q t o ar P • Lt r �p 'p -sly lz>e It- Uk rW- 01W5 9fi 10 ; a (14tN) VL - -- I Wt l b owil qrf6 U I 5� S lof X2.5 4 1W 3 . `� - j a K{r3 .p ''tt r l�r, SNEA'NIAIC P5Am �Qr Wa W_ 7 G� _ParM�G fW' 1whooft) �A PA1� E�fE 5F �L T/li?�E {s A TAsLie 6625 5. IgOth 5t. Suite 15 -105 KENT, WA5HIN&TON g8O32 (425)656 -0540 ■ FAX(425)6%-0501 W z w U � Z a, W a � m co cr) m W CL >= Z o a z co Y W 0 z W 0 � w?� w J � QY LL. m . F•• W J Z CffyC FTtNCWILA OCT 0 8 2004 PERWTC 0� 0 M m STRUCTURAL DETAILS JOB now 2002.0 SHEET NO. ciecxw W. T-P A5w 2 DATE. XV4 • 1 • I + 1 I ( Ro OPIP �0. o QQ E \ V r n � .JS h .,c n 0 ro O n K r ' ( .. ....... ............. M/ell GNP dos i .... .�� ♦ r_.7 1 I .. . .......... M18 1e q �v�t n+ f5 Y1 N _ ILA rn ;+ a q &. •.�• -R,� t •f I` :1' w � • 'j • � r :• n :7 RS80= A5RA4 �• M Job Number 1127 s�h"e — C1 5 l ie v '�•�w 1 Fn L po ❑ z z N Z Z rn rn Z Z m dmh f ji 1 ' L s • I i C1 'z D � Ft* �v �z m ^ z L! m D �Z �m� D AD �;b z CO C N oil Es Designed ..X18_ Scale: 18215 72ND AVENUE SOUTH 0, , KENT WA 98032 M � �� '_� Drown —XIS.. Horizontal �v 1 (425)251 -6222 ^ ' i �� Checked JH20_ 1 "�20' >" (425)251 -8782 FAXz 0 . Approved.. HPG. Vertical CIVIL ENGINEERING, LAND PLANNING, N/A r% BN � SURVEYING, ENVIRONMENTAL SERVICES D ILO / 4/03 �c'r��(nCprmy 1 I «1! -•yml <!wy Uatr I(mo. 10 1r 2UU•t 10:11 5CGIC: 1.20 tstCphenfs Xrcls: 211217'- t,t11217b,1t01,1' • it rl Ii -� f • .1 re it • - 1 �Zm 0- D �Z f 0 m A z d T", n �$ 0 wyr N N N WT Sp 0 N"d'1' 0 N a19 MPG ogzs ® n g �Nig r ,�j ljc;m QQ +� vIg X��! N��j Kjcq MPG i No. I Date I By 0 Appr. W r N ! �A ■M v v v v v a� b � b .v j pcs 7� N C n z n I1; 1. ,1 3 10/22/04 TES MPG MPG REVISED DETENTION VAULT 2 7/19/04 TES MPG MPG REVISED HOUSES PER ARCHITECT 1 15/7/041 KIS MPG MPG REVISED PER CITY COMMENTS No. I Date I By Ckd. Appr. Revision For. AMERICAN CANADIAN REAL. ESTATE, INC. P.O. BOX 3280 KENT, WASHINGTON 98032 (253) 854 -7002 TOF GRADING AND DRAINAGE FOR KHAN 3 -LOT DEVELOPMENT r I n r P P 8 4 518 A R 'OP51 1 1 ;5;5 1 1 P SRO N 9 45 FAX C � Zj j j � 1,4 T Iii g � �1'� � 15 15 � p �S SAM 8 a 9 9 1 x Zia gg T 'M Z 19 00 a g Z ' . 1 L! ; 51 P 1 8 g 10IR re Z 1 — f 10 11 1 r! % 0 oil 0 M 4D C2 I M __4 RE M a 2 OR 29 25 Z 2 FR • � I R ...,.._._..... __....._ _ �...... .�..,:�.. _ ................ ._.. •.._ ................ ..... .. ..... . O • ' ... ............. . ._`._.....'... �. . .,�. ~,..... ..,..... , .. ..� N S • w. •_• QQQ� � ..r•r ,.,,r ,rA f • �� „'.. 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A bi g Flo 0 A � Job Number 11217 Sh «t C2 o f 5 MIA 9 -3 §9R A On Ain 81 g ell Al 1 I e x m6 I "n 9 I c" x CAW -n CA I N� � I n M ......I n C - -- M I ._r1•'w •+' —+ •,mow •— '._..r'1j •'•w.. jG C 1 1 11 3 \ iw' M /8 x' mp rn rnsg 0 0 31. PR - � 2 0 0 g M O 5 C� v 1� �. `� I L al �C*14 A Doelgned J.00- Scale: 18215 72ND AVENUE SOUTH ,Z KENT WA 98032 Drown _.. K19_ horizontal (425)251 -6222 (425)251 -8782 FAX Chocked _8N.. 1• +20' O �' Approved ._IieG_ Vertical O X 40' CIVIL ENGINEERING. LAND PLANNING. N/A `r, HQ ENGt��� SURVEYING, ENVIRONMENTAL SERVICES Dote 0 0 rn M v O D n M Z n rn N � La rn O mo rri v v v v Son � Z Z > a� S� > � Psi g al For. AMERICAN CANADIAN REAL ESTATE, INC. P.O. BOX 3280 KENT, WASHINGTON 98032 (253) 854 -7002 Revision 1 T.E.S.C. PLAN FOR KHAN 3 -LOT DEVELOPMENT d.• �' 1 1UJ':; •'. 11: "',,ri:l.ly� !.f1.,` 1 ! ! ° r• t:M i / TIrrw 07/19/:00.1 1 5.•11 5Cf11�!. 1 %vZ tWephen� xf @1;. 2 11; 17b,h01,Z1 "117"I,a..Konn, Z 0 rn 0 n n n Z �Z r M rn r� OO - D v� z� a m -o O� �o O CO �Z � 0 o r� > =Z M m M mZ � *A%%Q M .a v T (n >�rn ? =o m� jrn o� D O o?z Z 0 , . op Zz NO wr Z Z� o r mD rnZ No. Date By Ckd. TII@= / °° 52 Q �F v � f T It SD IN IE= 122.50 I ,4 LOCATED IN A PORTION OF THE NE 1/4 OF THE SE 1/4 OF SECTION 15, TOWNSHIP 23N, RANGE 4E, 7 MIN. OEPRH FLOW RESTRICTOR DEVICE (BEMD). L_ I DEPTH SEE DETAILS BELOW. _ � --� 12' SD OUT lk___sp I � 12 . � ` '1 IE= 123.50 l DEAD STORAGE WS EL =123.5 - - - - - - !,. ,_ _ _ ` DEAD STORAGE WS EL -123.5 0 - - I our -> n 6. MIN. SAO. 12' SD 6.. MIN. SED. - STORAGE IN - -> STORAGE 0 I ; FLOOR CRATE �[ MA X SEDIMENT STORAGE EL =122.0 _ _ OVER SLUMP FMI�AX:SEDIMENT STORA E L =122.0 ° --- -J ' _ I • -- EL.= 121.50 VAULT BOTTOM EL = 121.50 (ALONG WALLS), 120.13 (ALONG FLOWUNE) - 4' TO SUMP Sx EL= 120.13 - x 4' 7O sump 4 a 4 a •- BOTTOM -- ; 4 BOTTOM 1 4' SO. SUMP 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 IDS. 4. PREFABRICATED VAULT SECTIONS MAY REQUIRE STRUCTURAL. MODIFICATIONS TO SUPPORT 5'x10' OPENING OVER INN VAULT. DETENTION VAULT DETAIL - SECTION A -A SCALE: 1' = 2' VAULT ACCESS LID PAVED ROAD SURFACE WILLAMETTE MERIDIAN, TUKWILA, WASHINGTON STAN RD AA FRAME AND SOLID LID PfIt KCRS RIM = 131.24 RIM-132.52 RIM= 131.24 z a STANDARD FRAME AND SOUD STANDARD FRAME AND SOLID STANDARD FRAME AND SOLID L ORW9GS 2- AND 2 -023. • LOCKING UD PAIR KCRS LOCKING UD PER KCRS LOCKING LID PER KCRS 3 DRWGS 2-022 AND 2 -023. _ _ - _ DRWGS 2 -022 AND 2-023. DRWGS 2-022 AND 2 -023. /� = = _ = ug El • BO OM OF UD ; e 80 OW OF UD a a a 4 ' 4 • 4 ' 4 ElE TION = 128.5 • , , a • . EL TION = 128.5 x s x g �-, �� I IT MAX WS EL =127.5 - - - - - - i - MAX WS EL =127.5 -- - - 12' 42' 4 0 HANDHOLDS, STEPS OR WDHOLDS. STEPS OR LADDER PER KC RS DRVRG 4' LIVE LADDER W PER KCRS ORWG I 4' LIVE a ,� 2 -011. TYP. FLOW RESTRICTOR DEVICE. STORAGE 2-011, T1fP. STORAGE SEE DETAILS BELOW. 4 7' MIN. - - � r I M N z ° e6 10 o ,0 a o ° a 0 °00 °9 o°.% 0 o cml - o. o =Zb 12' SUBGRADE COMPACTED TO 95% (MODIFIED PROCTOR DENSITY) PRIVATE ASPHALT PAVING SECTION NOT TO SCALE (PROVIDED IN GEOTECH REPORT) 2' COMPACTED DEPTH - CLASS '8' A.C. PAVEMENT 4' COMPACTED DEPTH CRUSHED ROCK BASE COURSE (ALT. IS 3' ATB) 12" MIN 6' 2 �.. ORIFICE It DETENTION VAULT CROSS SEC11ON B -B SCALE: Nor. 1' = 2' 2' MIN REMOVABLE WATER -TIGHT COUPUNG OF FLANGE PLATE WELDED TO ELBOW NVITH ORIFICE AS S°EanED FLOW RESTRICTOR ELBOW DETAIL NOT TO SCALE MM= 131.24 STANDARD FRAME AND SOLO C8 #2 LOCKING UD PER KCRS DRIMGS 2-022 AND 2-023. It III. DIAMETER (OR 12' SD IN OFFSET FROM INLET PPE SO EQUIVALENT) VENTILATION (p # ;) EXTET�TOTO C PM TO SURFACE IN ALL FOUR CORNERS OF VAULT O 70 FLO OR AT LASE A ALL �= 120.13 42' 3' l INP. FLONLINE EL= 120.13 11 - ---- �.- . -�_.. i' TYP. FLOOR GRATE OVER 4 TVP. FLOOR AT SUMP WITH 2'x2' HINGED ' T V.) B ASE OF CEO DOOR x l/4} l CAW DITE ND TO FLOOR CRATE ROW RT:RTTiK?C>Et D sun 12' SD OUT (SD: DETAILS us sun DE EMM VAULT MAO.. - PLAN SCALE: Hw. 1' = 5' J O s /STE��' wow, 7Gx L E txP.ft�S 6 -10 -5 co a� o o J ch Y U z a N W � Q � z o W N co 0 m: 6 I z�z� Q =00 co a � a Qo-� U a Y W >L 0 N t z m! m; Q� a• oI r C14 v c 0 N 0 X �-�� v PERMT C W-Eq O 1 z V , - z?r' a gN #� N a __j z Z o ELI cm QONco d' �coNn Z> o M (0 D, LaZ N N I I c� i �a ^ d�� z� 'c" to 0 a to C4 n 4 o��4 g Z:� c 4 Z � cs - c a w ~` E � a 2 a z A w c U DETAILS MY OF: TUKWLA STOfIM DMMM OffAM& WM I. ALL WORK AND MATERIALS Stall BE IN ACCORDANCE WITH THE ' MDAW SPECIFICATIONS FOR ROAD. BRIDGE, AND M UNICIPAL 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 MY CONSTRUCTION ACTIVITY. THE CITY OF TUKWILA ENGINEERING DEPARTMENT (433 -1850) MUST BE CONTACTED FOR A PRECONSTRUC71 ON MEETING. 5. ALL LOCATIONS OF EXISTING UTILITIES SHOWN HEREON HAVE BEEN ESTABLISHED BY FIELD SURVEY OR OBTAINED FROM AVAILABLE RECORDS AND SHOULD THEREFORE BE CONSIDERED APPROAMATE ONLY AND NOT NECESSARILY COMPLETE. R IS THE SOLE RESPONSIBM OF THE CONTRACTOR TO INDEPEND7NRY VERIFY THE ACCURACY OF ALL UTILITY LOCATIONS SHOWN, AND TO FURTHER DISCOVER AND AVOID ANY OTHER UTILITIES NOT SHOWN HEREON WHICH WAY BE AFFECTED BY THE IMPLEMENTATION OF THIS PUN. THE CONTRACTOR Stall CONTACT THE UTILITIES UNDERGROUND LOCATION SERVICE THE OWNER BE IM LATELY CONTACTED IF A UnUff CONFLICT pgSiS. OR HIS REPRESENTATIVE SWILL 6. CATCH BASIN - TYPE I - PER WSDOT /APWA STANDARD PLAN 0-1 OR ASSOCIATED SAND AND GRAVEL CO -15. OR EQUAL 7. CATCH BASIN - TYPE I - PER WSDOT /APWA STADDARD PLAN B -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 PLAN 8 -12). 9. ALL TYPE I CATCH BASINS SHALL HAVE LADDERS OR SAFETY STEPS PER WSOOT /APWA STANDARD PUN 8-12. 10. ALL CATCH BASIN FRAMES AND GRATES SHALL BE DUCTILE IRON PER WSDOT /APWA STANDARD PLAN B - 20L 11. ALL CATCH BASIN GRATES SHALL BE DEPRESSED 0.10 FEET BELOW PAVEMENT /CURB LEVEL_ 12. ALL OIE./MIATM SEPARATOR C8 GRATES SHAH BE OF THE ROUND SOLID LOCKING TYPE. 13. ALL STORM DRAINAGE CONVEYANCE PIPE SHALL BE ONE OF THE FOLLOWING AS DESIGNATED: A HELICAL CORRUGATED ALUMINUM (OR ASIPH&T- TRFJATED STEEL). MINIMUM 16 GAUGE OR GREATER AS SHOWN 2 2/3 -INCH x 1/2 -INCH CORRUGATION. WITH WATERTIGHT CONNECTING BANDS. B. CO .F_ PER AS.T.M. C -14. CLASS II. NONREINFORCED BELL AND SPIGOT (WITH BELL FLUSH WITH C.B. WALL OF USED). WITH RUBBER GASKETS. C. P.V.C. CONFORMING TO AS.T.M. D -3034 - SDR 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 PLN, THAT MATERIAL MUST BE USED. E MINIMUM PIPE COVER Stall BE 2.0 FEET. F. SMOOTH WALL 94PAL RIB XWNUM (OR ASPtW.T TREATED STEEL.) PIPS 16 GAUGE. W /34- M 3/4 -MACH F48S AT 7 -1/2 INCHES O.C. G. ADS TYPE N -12 HIGH - DENSITY POLYETHYLENE CORRUGATED PPE WITH AN INTEGRALLY FORMED SMOOTH INTERIOR TO THE REQUIREMENTS OF AAS.H.T.O. Y -294. 14. ALL PPE BEDDING SMALL CONFORM TO WSOOT /APWA SECTION 9- 30.7(1)6 FOR ALUMINUM MIN P V.C. PPE. AND SECTION 9- 30.7(1) A FOR CONCRETE PPE. ALL TRENCH BACKFILL SHALL BE COMPACTED TO 92 PERCENT MINIMUM DRY DENSITY PER AS.T.M. D- 15`7 -70. 15. ALL PIPE SWILL BE LAID ON A PROPERLY PREPARED FOUNDATION ACCORDING TO WASHINGTON STATE SPECIFICATION 7- 02.3(1). THIS SHIALL INCLUDE NECESSARY LE VELWG OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL AS WELL AS PLACEMENT AND COMPACTION OF REQUIRED BEDDING MATERIAL TO UNIFORM GRADE SD THAT ENTIRE LENGTH OF THE PPE WILL BE SUPPORTED ON A UNIFORMLY DENSE UNYIELDING BASE. IF THE NATIVE MATERIAL IN THE BOTTOM OF THE TRENCH MEETS THE REQUIREMENTS FOR 'GRAVEL BACKFI L FOR PIPE BEDDING.' TH*_ FIRST LEFT OF PPE BEDDING MAY BE OMITTED. 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 WAFT STORM DRAINAGE CONVEYANCE SYSTEM THROUGH AN UNDERGROUND PIPE SYSTEM. ROOF DRAINS AND FOOTING DRAINS SHALL BE SEPARATE SYSTEMS AND SHALL BE CONSTRUCTED OF 6-IVCH (OR 8 -I1NCH DIAMETER WHERE SHOWN) P.V.C. (RIGID. VONPERFORATND FOR ROOF DRAINS. PERFORATED FOR FOOTING ) SUFFICIENT C LEANOUTS AND BENDS SHALL BE INSTALLED SO THAT THE SYSTEM CAN BE EASILY MIAHNTAINED. THE SYSTEM SHOWN HEREON IS SCIEMA71C ONLY THE DRAINAM /C;<tADW CONTRACTOR OR LANDSCAPER WAY AUER THE LAYOUT AS REQUIRED TO BETTER DRAIN THE SITE. THE CONTRACTOR SHALL KEEP A DIMENSIONED RECORD OF THE LOCATION OF ALL F4 ES AND CLEANOUTS AND SUBMIT SAME TO THE CITY. E+IGNEER. AND OWNER UPON COMPLETION OF THE WORK. 17. ALL ROOF AND FOOTING DRAWS SHALL BE LOCATED N THE FIELD Mb ADJUSTED AS NECESSARY TO AVOID 1IMPACEING THE DOSTING TREES DENOTED ON THE GRADWNG PLAN TO BE SAVED. DRAIN LNIES SHOUT D BE LOCATED OUTSIDE TIE DRIP LINE OF TREES TO BE SAVED WHEREVER POSSIBLE. 18. THE STORM DRAINAGE SYSMA SHEALL BE CONSTRUCTED ACCORDING TO THE APPROVED PLANS WHICH ARE ON FILE IN THE ENGINEERING DEPARMW. ANY DEVIATION FROM THE APPROVED PLANS WILL REQURE WRITTEN APPROVAL FROM THE PROPER AGENCY. 19. STRUCTURES SHALL NOT BE PERMITTED WITHIN 10 FEET OF THE SPRING LUIS CE ANY STORY DRAIN PIPE 20. CONSTRUCTION OF DEWIATERIVG (GROU►1NDIIIATER) SYSTEM. IF REQUIRED. SHALL BE N ACCORDANCE WITH THE AP.WJL STANDARD SPECIFICATIONS,, SECTION 61 -3A2. 1981 EDITION. 21. PRIOR TO OCCUPANCY. THE PERMANENT STORK DRAINAGE SYSTEM MUSE BE CLEANED OUT BY PUMIPiNG. (DO NOT PUNP OR DISPOSE INTO ANY OTHER STREAM. STORY SEWF..R. OR SAiNITARY SEINER SYSTEM.) 22. RP RAP ROCK FOR EROSION PROTECTION SHALL BE OF SOUND QIVARRY ROCK PACED TO A 1&INA N DEPTH OF ORE (1) FOOT. ROCK AGGREGATE TO BE AS FOLLO : 1/2 INCH - 2 INCHES ES - 10 PERCENT - 40 PERCENT 2 INCHES - 4 INCHES - 20 PERCENT - 40 PERCENT 4 14C1ES - 8 INCHES - 40 PERCENT - 70 PERCENT 2& TESTING OF ALL SSO M SEVER PIPE WILL BE AT THE OPTION OF THE CITY OF TUKWILA. A. 24. WHEN PLAN ALIAlIN M PIPE OR PIPE ARCH 6 USED WHERE R WILL BE N CONTACT W M CONCRETE OR CONCRETE PIPE. AM A.UMONUMI SURFACES N CONTACT WITH H THE CONCRETE 01I CONCRETE PPE SHALL BE PAINTED WITH TVO OOIATS OF PANT. THE ALUMINUM PPE TO BE PANED SHALL BE CLfAA " WITH SOLVENT TO IREIIMOYE COIreAHf "M AFTER CxFJANIA THE PIPE mia BE PAI rm WITH we COATS OF PM'F COMM" TO FLDERIRAI. SPECIFICATION TT--P- 645 (PRITAM PAM. LAIC CHROMM ALKYD %SlCM) f • i 4' ro M= 132.52 STANDARD FRAME AND SMS LACKING ` LID PER KCRS OR rS 2-022 AND 3• 2-0¢3 OFFSET FROM 11OTI RESIRM OR 90 HAii'DHHOILDSAADDER d , . ` • 4 - . SQ. SUMP 1 1 I [' " (E oND) 2' TO f L_ - - -- - - - ! L---- - - - --- ---� BOTTOM OF LID ELEVATION = 128.5 MAX WS EL =127.5 RESRICTOR PLATE W ORIFICE DMA= 0.55 (SEE DETAIL THIS SHI PPE SUPPORTS: 3'x0.090 GAGE - BOLTED OR IMBEDDED 2' IN WALL A MAX. 3'-0' SPACING (MIN. OXE SUPPORT) C LEANOUT GATE 'T SHEAR GATE OS DEAD STORAGE - IE= 123.5 f, s 1 12. Cup c J FIELD VERIFY LOCATION FOR ATTACHMENT OF SHEAR GATE HANDLE TO WA? L OF VAULT CLEANOUT SHEARGATE HANDLE TO BE HUNG FLADDER AC M IA E EASI SS EL= 124.5 • 2' GIP STANDPIPE . VAULT BOTTOM (BEYC40) EL= 123.0 -12 YIN. 1 2' SD Wrili ORIFICE TE • - - TxA , = 0.54 4ti. FLOW RESTRtCTOR RISER NOT TO SCALE /Xws s 0 IF a 0 • 40 e>. ..._ ... ...... _........ �......_ .., �r.... ....__........,.,..._.......... . _��,... . \\•... \. _,`._,�......_... ......, ; ?.. AN y ... ; ' J Of `. ♦J '� •� rte• wry `Z `` I. , ,.. ••. °•.... �'! •` r try y ��` ).• • " . t l � ��� _-,. ,...�. .. . ........ l • 1` ���_.��, -- • ... of k, 400 Sao _..,. 00 r . _ ��W� 5 3 � Sn r n II I� � N y �z��d zcn� 'a M� at I 'n a` D m Cf) m m n O z z rn n ==q `�u f- y�N W rm ?,A � N � Q O � o � h v 0 Mg I SRI rn -h Job Number 11217 Sheet C4 0 t 5 • q1bC �r v .w �Na 18215 72ND AVENUE SOUTH KENT, WA 98032 (425)251 -6222 (425)251 -8782 FAX v N rya G-a .A— CIVIL ENGINEERING, LAND PLANNING. SURVEYING, ENVIRONMENTAL SERVICES " ! Im.• 13-4t, 1 -20 t tephens 0 z - r D Z q RA 8 � 99 �m r c m 0 C p ; rn CP rn z °m� g N 1 BE Ic m g I o pi �z r I > $� %1% -- Fn Designed _xis_ Scale For: Drawn «_101.. Horizontal AMERICAN CANADIAN REAL ESTATE, INC. Checked .-HP-G.. 1 • -20' P.O. BOX 3280 Approved _HP-G_ Vertical KENT, WASHINGTON 98032 Date 10/-28/_03 N/A (253) 854 -7002 41 1 w 1 %b,hol,:1 1217- 1,11217- GRD- 5TM,5_Kohn, 2 7/19/04 TES HPG HPG REVISED HOUSES PER ARCHITECT 1 5/7/04 KIB I MPG I HPG REMISED PER WY COMMEMS No. Dote I By I Ckd. Appr• .. Revision Titles WATER /SEWER CONNECTION PLAN FOR KHAN 3 —LOT DEVELOPMENT ti I -qqq I 0 • r< � ul . ?i G a nr � 2 It a e 0 M, • 11217 Sheet 0541 5 V1 0 r a y Z ± !A N dp y tl No. I Date I BY I Ckd. Job Number ft rn 12mT �r�s QA i 1 ZCA 2 SRI 1�g oil I' Me X0 -Q 1 fln HA(j m I, G� r �NG E N Q %0�� 18215 72ND AVENUE SOUTH KENT, WA 98032 (425)251 -6222 (425)251 -8782 FAX CIVIL ENGINEERING, LAND PLANNING, SURVEYING, ENVIRONMENTAL SERVICES 6 V, ; C0 VJ rn .... 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Vertical (CENT, WASHINGTON 98432 1 0 05 6 Date W-24/1_O.3 (253) 854 - 7002 D O Z 0 mmi m C0 n 0 Cf) CO Cf) m n M=q 0 z Revision TRW GRADING NOTES /CROSS SECTION FOR KHAN 3 —LOT DEVELOPMENT i,,q �' • 1 , i OO1)' ; �. :,� •���!MtI�1C'I!hrya�� 1 �; 1 i Q.' -0*q (1Qlh IIrTI ;', �)!�� ! /.: 1 Hi I :J�' ;G0 1 = 1 V 1 Arv1 is -qq M it 1 w a e w dw .• 0 u� n" .a O C? M M O v u r it ru� V �) r EA Job Number � p HA&� 11217 r 0, Sheet I V Q ENO, 1V1 1. I 1 1.'l /-- % 1 dwg e v o rn r rn 1 I 1 r� p W I 1 , I S II ' `r O M c n 4 9 F9 1 ..S Y .. �� +•, • . • • i M•• w..r ww , •Y - - -�� - .wr_ �"� ! ..� rr -Y -- ,• � � ..rte; SV_1 ,``. ,RYPRIR /MIIn:/11MIR� '�;r: SAW. .'.CUT :EX..ASP..HALT z ti •• ! ROAD t STAR 0 +00 goo VON don �~ re A .� c� C.1 18215 72ND AVENUE SOUTH KENT, WA 98032 (425)251 -6222 (425)251 -8782 FAX CIVIL ENGINEERING, LAND PIANNING, SURVEYING, ENVIRONMENTAL SERVICES Designed -All_ Scale: Drown . Horizontal Checked J4EG._ AS SHOWN Approved _.M Vertical AS SHOWN Date .7J–1,L04 IM. 0// U6.21 Scale I x:0 dgabrial xret£. 211"117- 1,1 1Zl / —UKU —JIM, I � • •s "am woad avw ............ 0 D z D 'n 0 9 grn rnC M 4t mo M Ch. 71� o rn 2mx Gov a� - 2 rn Oa z T s ial 5 n z - I � I For= AMERICAN CANADIAN REAL ESTATE, INC. P.O. BOX 3280 KENT, WASHINGTON 98032 (253) 854-7002 ,211217 -p, 1 15/7/041 KI8 I HPG HK I REVISED PER CITY COMMEM5 No. I Date I By I Ckd. Appr. Revision Tdkv FIRE TRUCK EXIBIT FOR KHAN 3 -LOT DEVELOPMENT EM -"qqq I • A 0 0 P� 1 2 is $ $�& e4 I fi=g � e &F ai� Z1. I �V a e � r v , ._., ............ .................. �:�: ......................... , OL• y �T f h� • i yob �r� i��,HAGS 11217 Sheet G � " e N a,��� L1 � 1 \11U:N1'. \11.'1 / \phcJ,r►r,ar,r,g \11 1 '- 11 dw,) . No. I Date I By Ckd. I Appr. Tfle: r CD 0 a� m Z � 11 D n �D ��Z m� �rnrn � m ��rn �m—v ��D j "n 0 FR m A :�j Z 0 zZrn Z o� �r =D Z cf) D 9 0 �D �u rn Revision SIGNIFICANT TREE REPLACEMENT LANDSCAPE PLAN KHAN 3 —LOT DEVELOPM -1 u � u � l _ i f; 7 •:rl :i. j •. 1/ I• I 1 i i� ;8 0 'D m •O t: V�00 0 y i� 59 o� b a . 4 . •_ i'I ` .�, i ,p.,IM,.1.M , „y „M,,.. � / Vl C ...,...- �•._......_:,.,�,;1.. •• �fi',� :r; t•'�'' ^,,,.. .._�..._ ._cis i . _.,�, ,_ _ %' .::..... ...._... __..�._ .. _.......... _ ...._..._ ... r._ __..._ ._ .._..._.. __ �.. _ _ra .^ ...... �...__.._... 4 L.. ._... _ ...,. _ .. it low .a ago� � I 18215 72ND AVENUE SOUTH KENT, WA 98032 (425)251 -6222 (425)251-8782 FAX CIVIL ENGINEERING, LAND PLANNING, SURVEYING, ENVIRONMENTAL SERVICES (-/lime. W/ 1'.f U04 1 w m z Ji m gig 91-C 1� a o f/f ps q L-6 c _ 0 iL f Designed _NAM. Scale: For. Drawn .._bW H orizontal AMERICAN CANADIAN REAL ESTATE, INC. Checked _ P0. 1 .'20$ P.O. BOX 3280 Approved _Key Vertical KENT, WASHINGTON 98032 N/A Date .' - 3j _ 04 (253) 854 -7002 CCrory Xrots: : 11217- •t,z11217 —lb• 11'217— GRD— STM.$_Kohn,b W V � iii;i► W 1 1 0 46 v W 1l Rh 1► CN �V v� Of i71 �► (N ! .r. rp,o .00 . al (A �► i tM K) r. `7 NrN r NNN�yN rNr1�1 VN aoNN`�......N N N-•�� i s0 Q i O o N•1►b"ov� ���. �.o N oa,�► .�. 04 a3 �. oo•o►o m t i t i t i t t t i i t i i i t t i i i t i i i t t i t i t co N � r v �p �► N�ao���v�Oo�NNOa ) 'i►Ol�d>rOIOJ'�1\l�� r gNr rrrlVOr 1 101 I I m _............ . ..... __. w "449 • / ri i '2� x n 7 ..o x _4( •_ i'I ` .�, i ,p.,IM,.1.M , „y „M,,.. � / Vl C ...,...- �•._......_:,.,�,;1.. •• �fi',� :r; t•'�'' ^,,,.. .._�..._ ._cis i . _.,�, ,_ _ %' .::..... ...._... __..�._ .. _.......... _ ...._..._ ... r._ __..._ ._ .._..._.. __ �.. _ _ra .^ ...... �...__.._... 4 L.. ._... _ ...,. _ .. it low .a ago� � I 18215 72ND AVENUE SOUTH KENT, WA 98032 (425)251 -6222 (425)251-8782 FAX CIVIL ENGINEERING, LAND PLANNING, SURVEYING, ENVIRONMENTAL SERVICES (-/lime. W/ 1'.f U04 1 w m z Ji m gig 91-C 1� a o f/f ps q L-6 c _ 0 iL f Designed _NAM. Scale: For. Drawn .._bW H orizontal AMERICAN CANADIAN REAL ESTATE, INC. Checked _ P0. 1 .'20$ P.O. BOX 3280 Approved _Key Vertical KENT, WASHINGTON 98032 N/A Date .' - 3j _ 04 (253) 854 -7002 CCrory Xrots: : 11217- •t,z11217 —lb• 11'217— GRD— STM.$_Kohn,b W V � iii;i► W 1 1 0 46 v W 1l Rh 1► CN �V v� Of i71 �► (N ! .r. rp,o .00 . al (A �► i tM K) r. `7 NrN r NNN�yN rNr1�1 VN aoNN`�......N N N-•�� i s0 Q i O o N•1►b"ov� ���. �.o N oa,�► .�. 04 a3 �. oo•o►o m t i t i t i t t t i i t i i i t t i i i t i i i t t i t i t co N � r v �p �► N�ao���v�Oo�NNOa ) 'i►Ol�d>rOIOJ'�1\l�� r gNr rrrlVOr 1 101 I I m _............ . ..... __. w "449 CB �1. TYPE 1 SD PIPET (P /1) STANDARD GRATE 32 LF RIM= 127.00 12' ADS IE= 124.00 O 1.5X CB /2. TYPE 2 SO PIPE #2 (P 12) SOLID LOCKING LID 42 LF RIM-131.12 12' ADS IE= 123.52 O 2.648 CB J3. TYPE 2 SO PIPE13 (P j3) SOLID LOCKING LID 37 LF RIM-1-33.63 12' ADS IE= 124.63 O 1.OX CB 14, TYPE 1 SD PIPE /4 (P j4) STANDARD GRATE 10 LF 1Y ADS RIM= 128.00 IE= 125.00 O 10.2X CO /5, TYPE 1 SD PIPE /5 (P /5) STANDARD GRATE 20 LF 12' ADS RiM= 122.00 O 21.2X IE= 119.26 ------ 100 CB S. TYPE 1 SO PIPE06 (P #6) STANDARD GRATE 1 RIM= 120.00 R IE =11872 (12' NE) cr PROPOSED TYPE I CATCH BASIN N PROPOSED TYPE I CATCH BASIN s< PROPOSED STORM DRAIN CLfANOUT Z DUSTING TYPE N CATCH BASIN EXISTING TYPE I CATCH BASIN PROPOSED STORM DRAINAGE LINE DUSTING STORM DRAINAGE LINE EXISTING SANITARY SEWER MANHOLE a EXISTING SANITARY SEWER LINE EXISTING WATERMAIN ----------W---------- DUSTING FIRE HYDRANT 00ro u C WATER VALVE �Q PROPOSED SPOT ELEVATIONS (TOP OF ASPHALT) PROPOSED SURFACE SLOPE PROPOSED GRADE BREAK G.B. EXISTING SPOT ELEVATIONS �o� EXISTING CONTOURS 100 PROPOSED CONTOURS ------ 100 PROPOSED BARRIER CURET PROPOSED ASPHALT PAVEMEW c*) SURFACE AREA CALCULATIONS TOTAL PARCEL. AREA -0.382 ACRES DUSTING WPERVIOUS SURFACE ARE& ="16 ACRES (=4.2% SiTE COVERAGE) PROPOSED IMPERVIOUS SURFACE AREA =0.158 ACRES (=41 AX SiTE COVERAGE) CUT AND FiLL VOLUMES APPROXIMATE QUAWIY OF CUT = 2,300* Y& APPROXIMATE WNW OF FILL-125:1: YD PROPOSED 6' WIDE NO -BUILD EASEMENT AROUND EXISTING DECK (TO BE RECORDED ON FINAL PLAT). INSTAL 10' MAX WALL PER SIRUCT ENGINEERING DE9 (BY OTHERS). ROCKERY WALL PE OF TUKWILA STAKE MAY BE USED IF 1 4' HIGH OR LESS. un l 99he m W - CALrrM THE CONTRACTOR SHALL BE RESPONSIBLE FOR OF ALL DOSTWG UTILITIES WHETHER SHOWN 01 Ui1TH1FS APO SURVEIM THE HORIZONTAL ANI THIS SHALL !NCLLIDE CALLING UIIlTY LOCATE 4 ALL OF THE cXISM UTILITIES AT LOCATIONS 1 VERITY WHETHER OR NOT CONFLICTS E Mr. L PLANS ARE BUSSED UPON THE tin pta O�OCUR, THE: OOIYTRACTO i, INC. TO RESOLVE ALL LOCATION. ODOISION. AND OR NOT ETY POTHOLING THE DEPTH NON PRIOR TO CONSTRUCTION. &% AND THEN POTHOLING GROSSING TO PHYSICALLY ID UTILITIES AS SHOWN ON THESE L MID� CT TO VARIATION. R TO PROCEEDING WITH wb • • 4 GRADING AND DRAINAGE PLAN LOCATED IN A PORTION OF THE NE 1/4 OF THE SE 1/4 OF SECTION 15, TOWNSHIP 23N, RANGE 4E, WILLAMETTE MERIDIAN, TUKWILA, WASHINGTON 1 I AVAILABLE ENTERING SM I DISTANCE - 25O' *. j I . l m DOWNSTREAM LE. = 119.26 REFER TO C -3 FOR UPSTREAM I.E. 30' PRIVATE JOINT - j AOCM UTIUIY AND MAINTENANCE EASEMENT DETENTION VAULT, SEE DETAILS ON SHEET C3. INSTALL V CEMENT CONCRETE BARRIER CURB PER WSDOT STANDARD PLAN F -1. (i D S TTI I N � G : FIRE fliR AN SAW= EX ASPHALT . TO PROVIDE SMOOTH TRANS. w /IOW ASPHALT EX CO TO BE REMOVED AND REPLACED W/ Iw cam ( W Z CL 0 1 D H z c) I U N o s< Z Z a � YI W C O 0) a- ` Or 0 Q Q � Z c*) R cr 6 z a a ci Cn v U a � Cy � LY CF r x vi a v► i Ll a . N o s< Z _ t YI = C O V 0 a- ` Or 0 Q •- N :.: v x I N S T A L L 10' MAN( WALL PER STRUCTURAL ,,• i , ENGINEERING DESIGN (BY OTIi ms). ROCKERY' WALL PER CiTY 1 OF TUKWILA STANDARDS MAY BE USED E WALL iS i 4' HIGH OR LESS. 1 i 1 � 69- �►31� t � AVA9JW ENTER9G SW DISTANCE > 500 i T �• i �i e i d S 144th ST. c N a C }� O U O S a go CL ___x g 0.IRR _ _ = Z V a M � n VICINITY MAP pu ewy r• 6 k SPECIAL NOTES SURVEY PREPARED BY CRONES AND ASSOCIATES, INC DATED 1 -8- 2001, JOB # KHANiB.FLX. BARGHAUSEN CONSULT WO ENGINEERS HAS NOT VERIFIED ANY OF THE SURVEY ISO SHOWN. CONTRACTOR SHALL VERY THE ACCURACY OF ALL EXISTING WROMAENT S AND CONTACT FOR OR ENGINEER IF ANY CONFLICT EXISTS. CONNECT EX. 12' (E) AT a EX. 118.72 CE - SURVEYOR'S NOTES (CRONES AND ASSOC.) I. VERTICAL DATUM FM THIS SURVEY IS BASED ON THE CRY OF TUKWILA LION NO. 1 N MAP REGION V; LOCATED AT THE SE CORNER OF SEC. 15 -23 -4 ALSO BEING THE INTERSECTION OF S 144Th ST AND 51ST AVE S. USE WATER METER AS LOCAL BOXMIMARK; ELEVATION 126.69 FEET. SITE ADDRESS MACADAMI ROAD SOUTH TtMWNA WA 98188 PARCEL NOS. 3229200006 3229200010 1523049149 V RECEIVED cRY VAR 0 3 200 5 X z � PUBLIC W RKS PERLLTf C1:NTER U) W x a ° o i s � a M N N Z O N a0 Z 'Q? -- ` N��� wLd h0 9 to 10 z C9 O INDEX OF SHEEN Cl OF 5 GRAw AND DRAINAGE PLAN C2 OF 5 1Op1DRARY EROSION AND SEDIYENUATLON CONTROL PLAN C3 OF 5 DETAILS C4 OF 5 WATER AND SEWER CONNECTION PLAN C5 OF 5 CONSTRUCTION NOTES inn W N WAIN -� - 00 Y �v U N a J z , a —� .�,A• P �K/A �si w c cp THESE PLANS ARE APPRONEO FOR CO ORE WITH THE CRY OF TUKWILA EWNEERiNG DMSION CALL BEFORE YOU DICE " 1-600- 424 —WW 1 04W Air hIZ: I L E '. 4 '*A L E � .a� Z H 'c r._Irt`n l�py- a s7 0 1 • i �i a File: D04 -0257 35mm Drawing #1 , , , RIW 6 R , , �, '•` LEGEND: � B -1 , A ' , BORING NUMBER AND APPROXIMATE LOCATION •, NOTE: . SITE PLAN IS BASED ON LOT SURVEY AND TOPOGRAPHIC SURVEY BY CRONES & ASSOCIATES (DATED DECEMBER, 2DDD) 46 .0'; , �xaWWON 9 7=7 0 30 60 SCALE IN FEET FIGURE 2 - Site & Exploration Plan Project : Hellwig's Addition Lots 1, 2 & 149 Location :13821 Macadam Road South Tukwila, Washington 98168 Client : AIA International Development nata nr, /r%7 /.,, .. I III I fll I II I �I I I.I , Inch' 9b 4 I 6 E6 Z6 6 . � 6 . ��Ifl����IIILII1. 11. uIIIILILI�IILL�� (LLI_I�IIIII�L�f (<<1.����L���.�.L���I(I. I� I f;l t l Y l l I')I 1�� IIIII�I I�IIIjI - ---- - - - ----- f B r' I I L . 9 I, W J Z IIII�II 0 IIIIIII�IIIII I=(