Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
Permit D05-426 - DOAK HOMES - LOT 9
DOAK HOMES INC LOT 9 11641 35 LN S D05 -426 Z a,W 2: -J C.) 00: NO' W =' J W 0: . g J, lL Q = W . Z I- 0. Z I- LL! uf UO 'O 91 W W'. LL wZ. 0 -. z O O City ate Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 -431 -3665 Web site: ci.wkwila.wa.its DEVELOPMENT PERMIT Steven M. Mullet, Mayor Steve Lancaster, Directoi- Parcel No.: 0733000032 Permit Number: DOS-426 Address: 1164135 LN S TUKW Issue Date: 03/31/2006 Suite No: Permit Expires On: 09/27/2006 Tenant: Name: DOAK HOMES INC - LOT 9 Address: 1164135 LN S, TUKWILA WA Owner: Name: DOAK HOMES INC Address: 11812 26 AV SW, BURIEN WA 98146 Phone: Contact Person: Name: DARRYL E DOAK, SR. Address: 11812 26 AV SW, BURIEN WA 98146 Phone: 206 246 -6587 Architect of Record: Name: - Address: , Phone: Engineer of Record: Name: Address: , Phone: Contractor: Name: DOAK HOMES INC. Address: 11812 26 AV SW, SEATTLE, WA 98146 Phone: 206 246 -6587 Contractor License No: DOAKHI *092NZ Expiration Date: 08 /08/2007 DESCRIPTION OF WORK: CONSTRUCTION OF A NEW 2,221 SQ FT SINGLE FAMILY RESIDENCE, 240 SQ FT ATTACHED GARAGE AND 232 SQ FT COVERED DECK AREA. PUBLIC WORKS ACTIVITIES INCLUDE: FILL AND GRADING SO SITE SLOPES TOWARDS EAST MARGINAL WAY SOUTH. CONNECT TO NEW PRIVATE WATER MAIN EXTENSION. NEW 3/4" WATER METER. STORM DRAIN CONNECTIONS FOR ALL NEW IMPERVIOUS SURFACES. CONNECTION TO VALVUE SEWER. DRIVEWAY CONNECTION TO PAVED EASEMENT. See D05 -422 for erosion, right -of -way work, private water main extension. Value of Construction: $207,786.09 Fees Collected: $10,732.92 Type of Fire Protection: NONE International Building Code Edition: 2003 Type of Construction: V -B Occupancy per IBC: 22 z = Z � $. JU UO N co W W O. 9 -. U. Q co d =w z F- t— O Z t`- w 25 U� ON 0 i— wW U ILL W z v _ O z d oc: I SC- PERMIT 005 -426 Printed: 03 -31 -2006 Cit y a 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: ci.tukwila.wa.its Permit Number: Issue Date: Permit Expires On: Steve Lancaster, Director D05 -426 03/31/2006 09/27/2006 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: Y Fire Loop Hydrant: N Number: 0 Size (Inches): 0 Flood Control Zone: N Hauling: N Start Time: End Time: Land Altering: Y Volumes: Cut 0 C.Y. Fill 150 c.y. Landscape Irrigation: N Moving Oversize Load: N Start Time: End Time: Sanitary Side Sewer: N Sewer Main Extension: N Private: Public: Storm Drainage: Y Street Use: N Profit: N Non - Profit: N r Water Main Extension: N Private: Public: Water Meter: Y i Permit Center Authorized Signature4 Date: 3� I hereby certify that I have read an mi?� d this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will 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 Qewst-Kurt�on or the perfornlatce of work. I am authorized to sign and obtain this development permit. Signature: Print Name: ��`r �-- D044. TR- Date: 3 -3 _01!5 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 D05 -426 Printed: 03 -31 -2006 n Z i f.' Z X w QQ JU UO CO o. J = H U) L w 0 U? � = w ? ZO w Do U w �Z w co OH Z City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 PERMIT CONDITIONS Parcel No.: 0733000032 Permit Number: DOS-426 Address: 1164135 LN S TUKW Status: ISSUED Suite No: Applied Date: 11/29/2005 Tenant: DOAK HOMES INC - LOT 9 Issue Date: 03/31/2006 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: All construction shall be done in conformance with the approved plans and the requirements of the International Building Code or International Residential Code, International Mechanical Code, Washington State Energy Code. 7: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 8: All wood to remain in placed concrete shall be treated wood. 9: Manufacturers installation instructions shall be available on the job site at the time of inspection. 10: All construction noise to be in compliance with Chapter 8.22 of the City of Tukwila Municipal Code. A copy can be obtained at City Hall in the office of the City Clerk. 11: Ventilation is required for all new rooms and spaces of new or existing buildings and shall be in conformance with the International Building Code and the Washington State Ventilation and Indoor Air Quality Code. 12: Except for direct -vent appliances that obtain all combustion air directly from the outdoors; fuel -fired appliances shall not be located in, or obtain combustion air from, any of the following rooms or spaces: Sleeping rooms, bathrooms, toilet rooms, storage closets, surgical rooms. 13: Equipment and appliances having an ignition source and located in hazardous locations and public garages, PRIVATE GARAGES, repair garages, automotive motor -fuel dispensing facilities and parking garages shall be elevated such that the source of ignition is not less than 18 inches above the floor surface on which the equipment or appliance rests. 14: Water heaters shall be anchored or strapped to resist horizontal displacement due to earthquake motion. Strapping shall be at points within the upper one -third and lower one -third of the water heater's vertical dimension. A minimum distance of 4- inches shall be maintained above the controls with the strapping. doc: Conditions D05 -426 Printed: 03 -31 -2006 TM d� Z ;�- z �w QQ JU UO (/) J = LL w LLa C� = F.. w Z f �o Z i~- w LLj �p U O� 0 H wW U_ O w z U C0 0 H O Z _M ! City of Tukwila roe Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 15: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the Department of Public Health - Seattle and King County (206/296- 4932). Z 16: All electrical work shall be inspected and approved under a separate permit issued by the Washington State Department w of Labor and Industries (206/248- 6630). ¢¢ D 17: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, JU CO o 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 w 0 Building Official from requiring the correction of errors in the construction documents and other data. 18: ** *PUBLIC WORKS DEPARTMENT CONDITIONS * ** LL CY 19: The applicant must notify the City Utility Inspector at (206)433 -0179 upon commencement and completion of work at least w 24 hours in advance. All inspection requests for utility work must also be made 24 hours in advance. z ' 20: ** *FIRE DEPARTMENT CONDITIONS * ** W w 21: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the v N following concerns: 0— 22: Every building shall be accessible to Fire Department apparatus by way of access roadways with all- weather driving UJ surface of not less than 20' wide and 13'6" vertical clearance. Access roads in excess of 150' shall be provided width w an approved turn - around area. Access shall be within 150' of all portions of the buildings. (City Ordinance #2047) Z w UN 23: For all commercial, multifamily and single family subdivisions, hydrants shall be placed so that a hydrant is within 150 feet of a building and so that no point of a building (around its perimeter) is greater than 300 feet from a z hydrant. Distance from a hydrant to a building is measured along the path of vehicular travel. (City Ordinance #2052) 24: Fire hydrants shall conform to American Water Works Association specifications C- 502 -54; it shall be compression type, equipped with two 2 -1/2" N.S.T. hose ports and one 5" Storz pumper discharge port, and shall have a 1 -1/4" Pentagon open -lift operating nut. (City Ordinance #2052) 25: 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) 26: 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 8105.1) 27: 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) 28: Any overlooked hazardous condition and /or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 29: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 -4407. 30: ** *PLANNING DEPARTMENT CONDITIONS * ** doe: Conditions D05 -426 Printed: 03 -31 -2006 !mss e: i+: l: t: r> 4lsGwvl% �l.«+ i. iWUJ". YWC /iu4Wwi.9,vv�'P�'�+�b4 - +i r �g City of Tukwila 19ce Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 i 31: Eaves may only extend 18" into the minimum setback area. * *continued on next page ** Z ;r z mo w: u� D! , U O CO 0.. J I--- fA .LL w 0. U- Q. N d. �w M. Z �. F- 0 z 0 -; .0 E- w U` lL 0 LLI Z. U =, O Z doc: Conditions D05 -426 Printed: 03 -31 -2006 I I I J��V1IA n face I i 1 City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 1 (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 i 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: Date: 3. 31 ^ 06 j Print Name: i f . 1 z Z � S W i U O' CO) o. CO N .u„ W O; u _ D . S2 d �w Z= F- Z W 2 D o. o N. o � W W' i=— V LL O t� z CO F� O Z doc: Conditions D05 -426 Printed: 03 -31 -2006 w i J� CITY OF TUKWILA Community Development Department Public Works Department Ik ft, Permit Center 1906 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 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" L.y King Co Assessor's Tax No.: (0 2 53 000 0 Site Address: f6 �j Suite Number: Floor: Tenant Name: /L) O/V e New Tenant: ❑ .... Yes [R Property Owners Name: : && Mailing Address: �� A / � - �� 6 � /� L'f S' .Lc,� A z� 0-7/ City State Zip CONTACT ,PERSON Mailing Address: j / a 12. - E -Mail Address: L e? Ltd c Day Telep City State Zip Fax Number: 2 , ed'- _-� 4 / 6- GENERAL :CONTRACTOR.INFORMATI.ON (Mechanical Contractor information on back page) Company Name: rJ./n/11E A/4-1m e S !ey C , Mailing Address: 2 6 777 1 - e 2- 6�2 , 42a, ", ";rte �t , /..� rl Ste' City ceZI 2-C>.6 Contact Person: �f a2 / l ��� �i-� , Day Telephone: E -Mail Address: ��g' Fax Number: e E; — Contractor Registration Number o921Vz Expiration Date: ©r 0 a 00- * *An original or notarized copy of current Washington State Contractor License must be presented at flie tirde of permit issuance" ARCHITECT OF RECORD - All plans must be wet stamped by Architect of Record Company Name: /=414 f . )o I �y Mailing Address: /C City State Zip Contact Person: -G Oak Day Telephone: 95'y E -Mail Address: Fax Number: ENGINEER OF RECORD —A ll plans must be wet stamped by Engineer of Record Company Name: Mailing Address: P,01 o a 4' A 5 g Contact Person: Di y 5'c r /2> eelv 4 /v E -Mail Address: Jli' /W k q.Npcnnits pWVcc changes\permit application (7 -2004) Revised: 6.1.03 hh Page t r 1 Ui e 1 City State Zip Day Telephone , 4 / c59 - /0 Fax Number: 4 '/ ;� 5-? 5 / O e''3 " GM�nY14" ?°' �t1ti1' EF, 4: RyMt9t3 �ti< ltl4%^'. dA* ISh U[ ni tl,. ... wri r , ,gX' , ??4'd+'+ 1 R:P I� Z '~ W tY � D UQ W= C0 LL WO LL j rn 0 =w H = Z F. �O Z F- w w U� O� OH W F- H LL O W Z U U) P= O ~' Z UILDING PERMIT INFORMATION 206 -d31 -3 Valuation of Project (contractor's bid price): $, Scope of Work (please provide detailed r Existing Building Valuation: $ Will there be new rack storage? (]..Yes JR'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) *For an Accessory dwelling, provide the following: Lot Area (sq ft): `d _ '9 1 7 Floor area of principal dwelling: Floor area for accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Z Compact: Handicap: Will there be a change in use? ❑ ....Yes ;31..No If "yes ", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: ❑.. Sprinklers ❑ ..Automatic Fire Alarm ��Ione ❑ . Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ .. Yes [:]..No Ij " yes ", attach list ojmaterials and storage locations on a separate 8 -112 x 11 paper indicating quantities and Material Safety Data Sheets. Revised 6-8-05 Page 2 w su:..•w -'.,,. u�.�.::..iHF ,LJ w' �r `�e'++$:L:::U..k.i.i�u�, ;�,r.! a+.tu:+N 4ti :d..!a!t :!"r:e : ''n „;,; - u,F:,.,«+.<mJ...,. v..+..tua...1.c..aw'.u�:,.;4::: Jaw�iwLti :`'.� 3` is +3rNffiiT.Y.G Y. S+N” :r iTYi8.1"' Z i}— Z �W QQ� JU UQ N CO U.1 1� C0 LL WO 9a W = �w Z i— O W 1— 25 U C3 O� �H WW H� u. O 111 Z U= O Z Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC 1" Floor 2 Floor 1 X30 Y .Floor: Floors thru Basement Accessory Structure* Attached Garage a y Detached Garage . Attached Carport Detached Carport Covered.Deck 3.� Uncovered Deck PLANNING DIVISION: Single- family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): `d _ '9 1 7 Floor area of principal dwelling: Floor area for accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Z Compact: Handicap: Will there be a change in use? ❑ ....Yes ;31..No If "yes ", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: ❑.. Sprinklers ❑ ..Automatic Fire Alarm ��Ione ❑ . Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ .. Yes [:]..No Ij " yes ", attach list ojmaterials and storage locations on a separate 8 -112 x 11 paper indicating quantities and Material Safety Data Sheets. Revised 6-8-05 Page 2 w su:..•w -'.,,. u�.�.::..iHF ,LJ w' �r `�e'++$:L:::U..k.i.i�u�, ;�,r.! a+.tu:+N 4ti :d..!a!t :!"r:e : ''n „;,; - u,F:,.,«+.<mJ...,. v..+..tua...1.c..aw'.u�:,.;4::: Jaw�iwLti :`'.� 3` is +3rNffiiT.Y.G Y. S+N” :r iTYi8.1"' Z i}— Z �W QQ� JU UQ N CO U.1 1� C0 LL WO 9a W = �w Z i— O W 1— 25 U C3 O� �H WW H� u. O 111 Z U= O Z PUBLIC WORKS TERMIT.INFORMATION -20 d33 oi79 _ t Scope of Work (please provide detailed information) : &/ / ❑ .. Work in Flood Zone ❑ .. Storm Drainage .Please refer to Public Works Bulletin #1 for fees and estimate sheet. Wat er District ..Tukwila ❑... Water District # 125 ❑ .. Highline ❑ ...Renton ❑ ... Water Availability Provided Sewer District ...Tukwila Nt- 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. Submitted with Application (mark boxes which apply): ❑ ...Civil Plans (Maximum Paper Size — 22" x 34 ") ❑...Technical Information Report (Storm Drainage) ❑ .. Geotechnical Report ❑ ... Traffic Impact Analysis ❑ ... Bond ❑ .. Insurance ❑ .. Easement(s) ❑ .. Maintenance Agreement(s) ❑ ... Hold Harmless Proposed Activities ( mark boxes that a ❑ ...Right -of -way Use - Nonprofit for less than 72 hours ❑ .. Right -of -way Use - Profit for less than 72 hours ❑ ...Right -of -way Use - No Disturbance ❑ .. Right -of -way Use — Potential Disturbance O...Construction/Excavation/Fill - Right -of -way k Non Right -of -way ...Total Cut d cubic yards ...Total Fil cubic yards .Sanitary Side Sewer ... Cap or Remove Utilities ® ...Frontage Improvements ❑ ...Traffic Control ❑ ...Backflow Prevention - Fire Protection _ Irrigation Domestic Water_ ':..Permanent Water Meter Size... ❑ ... Temporary Water Meter Stze.. " ❑ ... Water Only Meter Size............ " ❑ ...Sewer Main Extension ............ Public _ ❑ ... Water Main Extension ............. Public El.. Abandon Septic Tank El.. Curb Cut ❑ .. Pavement Cut ❑ .. Looped Fire Line 71 M Call before you Dig: 1- 800 -424 -5555 s] WO# WO# WO# Private Private ❑ .. Grease Interceptor ❑ .. Channelization ET'. Trench Excavation &.. Utility Undergrounding ❑ ...Deduct Water Meter Size ........ " FINANCE INFORMATION Fire Line Size at Property Line ❑ ... Water ❑ ...Sewer Number of Public Fire Hydrant(s) ❑ ...Sewage Treatment Name: /C Alcot i !v i Day Telephone: 12 (a Mailing Address: �ry -= . ` fir' 10 �, R a i t � 1v W a � � � Ci State Zip Water Meter Refund/Billing: Name: Day Telephone: Mailing Address: City State Zip gMpennits plus%kc changeslp"it application (7- 2004) Revised: 6 -9-05 bh Page 3 Z Z W 0 UQ U NLL WO J U. CO = W F- _ Z F— F- O Z F - �5 U� O- Q WW H F- I1 O �Z U= O F- Z h t, q• • I 'w.. %� -+.: ..k rn� v.,t . ?F.. . I. MECHANICAL PERMIT INFORMATION - 206 431= 3670 { MECHANICAL CONTRACTOR INFORMATION Company Name: /�Pi" 7 f' ��P •�c� r� yg;2 C oy�ticl?Iij k• A•. -may 7� //LAC Mailing Address : �G ? �' ��i C �l`i L G�E'�G /,i✓' ,j C?�19,rz /�,. City State Zip Contact Person: ieft Day Telephone: E -Mail Address: Fax Number: _ 3 —J 7B Contractor Registration Number. f r 2 Z 3 boy Expiration Date: /0 - Z G O * *An original or notarized copy of current Washington State Contractor License must be presented at the time of permit issuance ** Valuation of Project (contractor's bid price): � Scope of Work (please provid detailed information Use: Residential: New. .. � Replacement..... ❑ Commercial: New .... ❑ Replacement..... ❑ Fuel Type Electric ..... ❑ Gas .... jj�- Other: Indicate type of mechanical work being installed and the quantity below: UnitT e: Qty Unit Type: Qty Unit Type: Qty Boiler /Corn ressor: Q Furnace<100K BTU Air Handling Unit >I 0,000 Fire Damper 0 -3 HP 1100,000 BTU CFM Furnace >100K BTU Evaporator Cooler Diffuser 3 -15 HP /500,000 BTU Floor Furnace Ventilation Fan Connected Thermostat j 15 -30 HP /1,000,000 BTU to Single Duct Suspended /Wall /Floor Ventilation System Wood/Gas Stove r 30 -50 HP /1,750,000 BTU Mounted Heater A liance Vent Hood and Duct Water Heater 50+ HP /1,750,000 BTU Repair or Addition to Incinerator - Domestic Emergency Heat/Refrig/Cooling Generator System Air Handling Unit Incinerator- ComnV1nd Other Mechanical <10,000 CFM Equipment PERMIT . APPLICATION NOTES Applicable .to all permits in this application 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 grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING O R O T ORIZED AGENT: Signature: " Date: 1 ( - I ce/ X06 17.Z - A.70 Print Name: !A ee � y �—� Day Telephone: �20 Mailing Address: /11,Z2 - , a 62Z Zb , �" ( u el Div 9 rF/V 6 city State Zip Date Application Accepted: Date Application Expires: Staff Initials: Revised 6.9.05 Page q J bh iii ru rrr . .�. ..`..+a. �:m .idr_.H% �1{: �: ��.. r . ' a '!Y:�i�.1`�'...,`'r.�A',���, t*^±aa?"�'�£M 7f'(h'u"` "r ero;ytr; �rf•��'7-'. { 'Ja 9 .y :�v +r JE, k.S:'t ..> +.ibi .WYS.Y -'3r M4.tAMrtb ![MImf:2WA�iKk dfI .�Nd.tSl.. �na.h..w�ru.wwr.i. - I� I�1 Z = F- '~ W D JU UO to 0 CO W J = CO WO 9_J LL < � = FW ZF- i— O Z F-- W LU gy U O� 0 1— W H F- u. O W Z U= O Z 1LA, yygs Account Code s �±� Illkwil� Steven M Mullet Mayor ------------------------ - - - BUILDING - RES G) Department of Community Development Steve Lancaster, Director 6300 Southcenter Boulevard, ------ - - - - -- 8,057.86 Suite #100 2 000/322.100 ' Tukwila, Washington 98188 PLAN CHECK - WATER METER 1808 Phone: 206 -431 -3670 40.00 Fax: 206 - 431 -3665 000/342.400 3 Z Z 000/345.830 148.00 PW PERMIT /INSPECTION FEE 000/342.400 SET RECEIPT STATE BUILDING SURCHARGE 000/386 o, WATER - ALLENTOWN /RYAN 401/379.004 15,901.76 o — W = WATER INSPECTION FEE 401/342 } Copy Reprinted on 03 -31 -2006 at 15:49:23 03/31/2006 � LL O 401/386.520 w WATER TURN -ON FEE zi RECEIPT NO: R06 -00436 U TO )A. U4 /U3 Na Initials: JEM Payment Date: 03/31/2006 F- i User ID: 1165 Total Payment: 28,122.74 Z f- I— O Payee: DOAK HOMES, INC. w ~ 5 U� N 0 SET ID: 0331 SET NAME: Doak Homes H w w U SET TRANSACTIONS: f= — Set Member Amount Z ---- - - - - -- ------ - - - - -- D05 -424 6,944.80 v — ~O H j D05- 42.5.,, .,. 6,812.94 D((�� -�4_ 2 -r` 6,812.94 Z D05 -427 6,812.94 M05 -187 184.78 M05 -188 184.78 1 1 M05 -189 184.78 M05 -190 184.78 TOTAL: 28,122.74 TRANSACTION LIST: Type Method Description Amount ---- - - - - -- -- - - - - -- --------------------- - - - - -- ------ - - - - -- Payment Check 5165 28,122.74 TOTAL: 28,122.74 ACCOUNT ITEM LIST: Description Account Code Current Pmts ------------------------ - - - BUILDING - RES - -- ---------- - - - - -- 000/322.100 ------ - - - - -- 8,057.86 MECHANICAL - RES 000/322.100 739.12 PLAN CHECK - WATER METER 000/345.830 40.00 PW LAND ALT PERMIT FEE 000/342.400 218.00 PW LAND ALT PLAN REVIEW 000/345.830 148.00 PW PERMIT /INSPECTION FEE 000/342.400 640.00 STATE BUILDING SURCHARGE 000/386 18.00 WATER - ALLENTOWN /RYAN 401/379.004 15,901.76 WATER CONNECTION 401/379.002 240.00 WATER INSPECTION FEE 401/342 60.00 WATER INSTALLATION (DEP) 401/386.520 1,960.00 WATER TURN -ON FEE 401/343.405 0 TO )A. U4 /U3 971U a'�*2.h 122.74 City of 1 ul wila r�os } 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 RECEIPT Parcel No.: 0733000030 Permit Number: DOS-426 Address: Status: PENDING I Suite No: Applied Date: 11/29/2005 Applicant: DOAK HOMES INC - LOT 9 Issue Date: s Receipt No.: R05 -01801 Payment Amount: 2 I Initials: LAW Payment Date: 12/16/2005 11:51 AM User ID: 1630 Balance: $2,769.50 3 7 t Payee: DOAK HOMES INC TRANSACTION LIST: Type Amount - - - - -- Method Description - - - - -- Payment Check 5104 2,222.00 r ACCOUNT ITEM LIST: Description Account Code Current Pmts i ------------------------ - - - - -- ---------- - - - - -- ------ - - - - -- { CASCADE WATER ALLIANCE 401/386.550 2,222.00 Total: 2,222.00 Z P ' P Z U O. N Q. W = H C0 U. w O � = W z� F- 0 Z �- C =, = Q O �, Q I- WW H� -0 W Z 0 Z doc: Receipt Printed: 12 -16 -2005 J AW %LA, - r 1906 I Deparbnent of Cominunity Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206- 431 -3665 SET RECEIPT N RECEIPT NO: ROS -01721 Initials: ]EM User ID: 1165 Payee: DOAK HOMES, INC. Steve Lancaster, Director Payment Date: 11/29/2005 Total Payment: 10,938.82 I SET ID: 1235 SET NAME: DOAK HOMES 1 SET TRANSACTIONS: ! set Member Amount ---- - - - - -- ------------ DOS-422 1,914.50 D05 -423 1,914.50 D05 -424 1,783.68 s D05 -425 1,697.98 f ',D05 -426 1,697.98 D05 -427 1,697.98 M05 -185 38.70 i M05 -186 38.70 f m05 -187 38.70 M05 -188 38.70 M05 -189 38.70 M05 -190 38.70 j TOTAL: 10,938.82 ! TRANSACTION LIST: Type Method Description Amount ---- - - - - -- -- --- - -- - -------------------- - - - - -- - - -- Payment Check 5093 10 - 8 82 f TOTAL 10,938.82 ACCOUNT ITEM LIST: Description Account Code Current Pmts ------------------------ - - - - -- ---------- - - - - -- ------ - - - - -- PLAN CHECK - RES 000/345.830 8,478.82 PW BASE APPLICATION FEE 000/322.100 1,500.00 PW PLAN REVIEW 000/345.830 960.00 TOTAL: 10 ,938.82 i 748 11 /4? � r:15 fly r11.. 10938.82 Z ;H Z �W QD 3 UO ND W= J� N O W� U - Cn �. = �. w z F- F- O. Z F— W w U� O -, 0 E- wW U- 0 ui 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 Pro' ct: // 5 Type of Inspection: r- / /V / Address: �� q7 3 /-/VS Date Called: Special Instructions: Date Wanted: �a rr7 -- //- Q p.m. Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: LVrs vp r: Uate: $ 00 REINSPECTI N FEE QUIRED. Prior to inspection, fee must be aid at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. Receipt No.: Date: •a..r. ..i7 ,�4c• ^ *9:R I Z �~ W C UO CO 0 C0 C0 u_ W O. LLQ =a I— W Z I— O W 5 U� ON D f— WW I— H lL O. tii Z U =. O F' Z INSPECTION RECORD - 5 - Retain a copy with permit D 6 INSPECTION NO. PER NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-36 0 r Projerl - Type of InIpection A, .��: ���,,��� � �� �- god �,�-. Address., Date Called: Special Instructions: Date Wanted: — 0 a-: = — 7 p.m. Requester: Phone No: Receipt No.: Date: k Z Z 3 0 0 CO 0, (1) W, LU M J I.- W.LL U j 0. 2� 9 -j U- LU M 0 z F- W LU Cl) 0 O H W LLI P L O Z CO Z In Approved per applicable codes. FI Corrections required prior to approval. 171 INSPECTION RECORD Retain a copy with permit 0 Y2 INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION r- 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3 7 Prdje t: Type of Inspection: Address: r - /G �// A Date Called: pecial Instructions: Date Wanted: p.m. Requester: Phone No: Q G - 3.7Z _7 Zu v Receipt No.: Date: .. ��x. �a' 3 .•.�• - z �W QQ JU UO U CO) Idu LU LL W O 9 -1 LL d C , O D = W z F • I- o W UJ �p U O� o�- WW �� LL O W C.) C0 P T- o z $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. INSPECTION RECORD Retain a copy with permit S- Y,7 L INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION r- 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3�7 Project: Type of Inspection* / Addre s: , G v/ 3-5 Date Called: Special Instructions: Date Wanted: a:m: _ 0 Requester: Phone No: �c C� --57Z- e-1-2,�50 eceipt No.: Date: -.. w�y�' ••;j��'.�: � {..'.'�.. .15.S�,�i". Yl�.. �. \H:4 ��. �� 41� r 1� �zz W _3 C.) UO CO C0 W J = CQL W " 0 J LL Q rn :3 = �.. W . z ? I- O W 4—. LU gy U O CO D E- W W LL O z L) z paid at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. ;;�.a��n,. rhk 7 f�tGc { c !• *. J r i t U% r. 3< - INSPECTION RECORD Retain a copy with permit /� INSPELMON NO. PER V CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3 70 Project: Type of Inspe c tlon: - �'� :vJY � ' /:w l�� �•t r 'GJ. s s JF`.�" 1 Address: Date Called: Special Instructions: Date Wanted: P .M ' . Requester: PhoneNw L /G' j 4 jv per applicable codes. 1-1 Corrections required prior to approval. s Receipt No.: Date: Inspecto Date: $58.00 REINS f ION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. !Q 4 S S.�i'� : :vJY � ' /:w l�� �•t r 'GJ. s s JF`.�" 1 i` t S if �W Q JU UO CO co W J � N .LL W O LL ¢ co = a �W Z F- WO �5 UC3 O co, 0 H W W S H O' z U =: 0 %-T-:'N1'—XQ' LIN INSPE CTION. RECORD Retain a copy with permit I 4 INSPECTION-NO. P CITY OF TUKWILA BUILDING DIVISION ( 6300 Southcenter Blvd., *100, Tukwila, WA 98188 206)431-3670 Pr.qLect: klonl�c' Type of Inspection: —TW Address: 1 3 L"j Date Called: Special Instructions: Date Wanted: a.m. C; — I � 70 f pm. Requester: Ph e No: 572- Approved per applicable codes. M Corrections required prior to approval. Inspector: Date( a _I L r 1 $58.00 REINSPECTION FEE F OUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blv .. Suite 100. Cali the schedule reinspection. Rece No.: e: I I Z _3 C.) 00 CO Cl) W J LL 0 �a� LL CY Z O. LLJ 5. C3 O Q LIJ u- 0 Z C0 0 Z y. I Z _3 C.) 00 CO Cl) W J LL 0 �a� LL CY Z O. LLJ 5. C3 O Q LIJ u- 0 Z C0 0 Z INSPECTION RECORD Retain a copy with permit INSPECTION NO. PE IT V CITY OF TUKWILA BUILDING DIVISION IT 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (2 0 6) 4 3 1 - 430�7 Projec 2 Type of Inspection: Ad Date Called: Spetial Instructions: Date Wanted• a.m. Requester: Phone Not '2�5 r M Approved per applicable codes. M required prior to approval. M 158.00 REINSPECTION IReceipt No.: I Date: 1. � t , -11: QUIRED. Prior to inspection. fee must be L--j paid at 6300 Southcentertivd., Suite 100. Catt the schedule reinspection. SOL Z W 0 00 CO) C0 W to LL W O �Q a F. W z �- 0 z I-- W UJ 5 cr) 0-- OH W u- 0 LLi Z L) (r) Px 0 Z INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERIAI CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) -3 70 f Project A Type o f lnsp�17: Address: — Date Called: Special Instructions: Date Wanted Reques Phone No: yr pproved per applicable codes. Corrections required prior to approval. COMMENTS: Inspect Date:/ J., F s KTICIVRE REQUIRED. Prior to inspection, fee must be IN P paid at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. t. IRecelpt No.: Date: A A� 8 I Z ILI JU 00 W C0 U. W O LL CY W WO Uj 5 0 0 CO) 01— W LU x F- I L ) u F- 0 fLj z UN 0 Z INSPECTION RECORD Retain a copy with permit INSPECrION NO. H T N . CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 2 6)431 -3670 Project: Type of Inspection: Addre /— Date Called: Special Instructions: Date Wanted: a. Requester: Phone No: lm pppr6ved per applicable codes. El Corrections. required prior to approval. ` CO�� ' MMENTS: . paid at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. Receipt No.: 7 7 e: ;i pv E rum... x.,• rd'4't� -. "j' y}w!55` ... , 10, r. yr. G - t.:. ts.,, ....�' 'u Z W UO 0 w= f- O.u_ W O 5. LL CJ) = a W Z� 1- O. W ~ W U� ON D H W W H -O IJU Z UN 1= "r O Z INSPECTION RECORD L Retain a copy with permit INSPECTION N0. P T 0. CITY OF TUKWILA BUILDING DIVISION 6300 Sou center Blvd., #100, Tukwila, WA 98188 (206)431 -3 70 Project: A) .-� Type of Ins ection: � rr I Date - Called: A ddress: Special Instructions: Date Wanted: a. ti , _7 _ Requester: Phone No: N p proved per applicable codes. n Corrections required prior to approval. Receipt No.: Date: ,y r. , «y.,,. �..i.:�1.�,'V. �,.., u.�. ° +i .y1*�!t:{�*.'��. �X. x�f•, +t,y;F.. ,.,..;{�:,�Jk.r "!1.' ter. .... u. .r.t�.t �MAgy:'st'' .,r ••ti F '^ 4. z �W JU UO to 0 co LLJ J = I^- N .tL WO 9-j LL NCY CY W Z H E O z I"' W W U� O D F- W W H� �O W z UN P _ O ~, z paid at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. INSPECTION RECORD L/ Retain a copy with permit INSPECTION NO. W26 )431-3 . CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 0 Project: 11�n 4 A rr� L'/� 1 Type o In spection: / 1121; 1? A dre s: r 5 /-q) S Date Called: Special Instructions: Date Wanted: /n -m 6 - 7 - 0 7 r••'•• Requester: rPhne No: °...3 ?Z 'Approved per applicable codes. Corrections required prior to approval. COMMENTS: Receipt No.: Date; `—' paid at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. !swt ;•?�r�� �'�k', �•;:�=��c:�v�Lz�u.�m s..�� .w•.��,.wQ, �.c; 2 Z .J U UO 0 W = 0) .LL W O LLQ = a �W z= W O Q UJ U 0 I— LU W H (.5. u" O til Z U CO) H _ O F " Z l� '; ! L. C;? ': ?"i'�•',!'4 \. INSPECTION RECORD Retain a copy with permit d �" - > .INSPECTI N NO. PER N O. CITY OF TUKWILA BUILDING DIVISION -AM 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Proj ct. ;L A . ��o �� S Type of Inspection. ,� - ; ,) /2/2 /// v Address: _ ' Date Called: Special Instructions: Date Wanted: S' - 3 0 - O 7 p.m. Requester: Phne_N: IP. 5'1? 2 . Z Z(� a Approved per applicable codes. 19 Corrections required prior to approval. ze COMMENTS: Y� f eceipt No.: Date: !- '—' paid at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. Z � c W a G JU UO 0 C0 W O LLQ CO }.. W z ' WO U� W U O Lil Z CO H �. O Z INSPECTION RECORD ....... ; 3 /- Retain a copy with permit R 12,( INSPECTION NO. I R I N CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 ( 6)431-367r Project: po P'� I L,4, i Type of Inspection: Address: Ii I i It- Date Called: Special Instructions: Date Wanted: ( a.rn, 7 "2 p.m. Requester: Phone No: I Receipt No.: I Date: I 7 iC Z Z W I JU 00 CO 0 WM co LL WO 2 � 9 :3 LL CO W W O LU co, 0 0 H- W LU 3: 0 Z O CO P M, 0 Z A�;Kpprovecl per applicable codes. F1 Corrections required prior to approval. p.. tt:nt �*,.x:nr�-1 n :,., r;:.;..r.2.n 1+ p r:•t _ .; • ,:.� • INSPECTION RECORD Retain a copy with permit INSP NO, P R06)431-36 0 1 " CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 ( fi 1 1 Project Type of In lion: Address Date Called: Special Ins }� i ss: f ate Wanted: n a,rn Requester: Phone No: 4. Approved per applicable codes. Corrections required prior to approval. COMMENTS: Inspector: ' � Date: /��, ✓�/' M $58.00 REINSPECTIONLfEE REQUIRED. Prior to inspection, fee must be Receipt No.: Date: i, I f :3 9 Z ' Q W JU UO C0 LU J F=- U. WO �5 u_ CO) 2 F. W z_. WO U� LLj O - 0H W F=-• H L O W z U N 1= � O Z INSPECTION RECORD Retain a copy with permit INSPECTION NO. PE 1 F I- CITY OF TUKWILA BUILDING DIVISION 6300 Sou thcenter Blvd., #100, Tukwila, WA 98188 (206)0 Project w 4 A� Type l o`Inspectio Addres : Date Called: Special Instructions: Date Wanted: a.m. Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. Receipt No.: Date: $58.00 REINSPECTION FIR REQUIRED. Prior to inspection, fee must be Paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. I� z if" z �W Q� JU U CO co W W = U. WO WQ U� = �W z H h- O z E- �5 U� O Cl) o�- WW H~ U. O. .z W U= O� z INSPECTION RECORD Retain a copy with permit INSPECTION NO. P CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3610 Project: Type of lnspec;t�iql Address: L-3 lSpec Date Called: V 7 fal'Instructions: Date Wanted: Requester: Phone No: F -1-Approved per applicable codes. paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: Date. J I z F: Z W L) 0 NO � C0 LLI LU 3: F- LL W O LL Cl) CY UJI Z— F- 0 Z H W LLJ 5 0 W W T- ( F- LL —0 z Cf) x O ~ Z Corrections required prior to approval. : f _ f �.•'�µ -' '.. �..- ..�`- "R:3'xn.: �:cr!!Tt.�t iwrw�.vn.i. x... v?+. �+. �r.+--" C�' I-».. Z... r.. ...�:.- .- �N_.�.- . .. - .:. ; _. _'.'.:._.- INSPECTION RECORD Retain a copy with permit r INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION /J- 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431- 6 Pro'ect: 0 A K HOB SiV�' Type of Inspection: 2� , C� 17 4 w Address: Date Called: Special Instructions: Date Wan d: rr a, < 7 — /'5 "Q(a pm. Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: e- .w I.t u ` Inspector: Date: C t d I I �)SS.UU KtINbFt-LI IUN ttt KtQUIKEU Prior to inspection, tee must be t_J paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: Date: Z �Z �W UO N 0 J � �W WO LL ¢ = �w z H �O W �5 O ct) ON OH W S H Z . ) W Z LLI U= O E- Z - 7 INSPECTION RECORD I Retain a copy with permit INSPECTION NO. P CITY OF TUKWILA BUILDING DIVISION ..6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-36 0 Project: S / Type of Inspection: Address Date Called: Special Instructions: Date Wanted: Requester:' Phone No: teceipt No.: . . I Date: -Its Z Z W 0 00 Co C0 LLI —J (/) LL WO U- 00 = a F- W Ir- 0 W �- LLI LLI Cl) 0— O H LLI w H (. 5 U. Z C0 LJ paid at 6300 Southcenter Blvd., Suite 100. Call, to s echedute reinspection. INSPECTION RECORD I Retain a copy with permit INSPECTION NO. PE N CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 1 _3�7� Project oo Type of Inspection: dress: Date Called: Special Instruttions: 4 7 Date Wanted a.m. 7- (L�;' Requester: Phone No: Rec eipt No.: e: I z W C.) 00 Cl) 0 C0 = W J CO'LL WO L I .- W Z 1--0 z F_ W 5 L3 L) C0 0 13 W L ) LL z 6i C0 L) — O ~ X, 0 F - z paid at 6300 Southcenter Blvd., Suite 100. Call, to secheclute reinspection. INSPECTION RECORD � � � Retain a copy with permit INSPECTION N0. PERM .CITY OF TUKWILA BUILDING DIVISION W . 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -36P P oject: Bop,v- R(�wti� N� - Type of Inspecti n: f- '► �! C-11 Address: t 35 La 5 Date Called: Special Instructions: L6� t Date Wanted: a.m. '�; ` 3 1 " (p• Requester: Phone No: S awroved per applicable codes. 0 Corrections required prior to approval. 13 IN no i nS .K s el�';.ke?gr \f �.i "d. C. �:��i. )R �� .il4..nL- „',.;xii»': s X'✓ : ,�. , .�.f' . A'�4 f Gi°�.'. � wik Y.i�'.'.N,t�.D. ± �V�. z W W� JU U CO 0 w= S2 LL WO LLQ CO = I.W z WO W U� O co 0H WW H� LL O .z W co O z '. Approved per applicable codes. Corrections required prior to approval. �A 'LO(n .2 'C'cA f COMMENTS: . INSPECTION RECORD Retain a copy with permit 05 / INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION,pM) (,v � r 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431- z r Date Called: 1 Special Instructions: Date Wante a. Y �Z e7l m. Project: Phone o: Ty + o f In f� pection: r! CcAC r1 ll\ '. Approved per applicable codes. Corrections required prior to approval. �A 'LO(n .2 'C'cA f COMMENTS: . I Gr Add ess• �� , Date Called: 1 Special Instructions: Date Wante a. Y �Z e7l m. Requester: Phone o: '. Approved per applicable codes. Corrections required prior to approval. �A 'LO(n .2 'C'cA f COMMENTS: . r aV o� Inspector: Date: $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. Receipt No.: Date: Z ;1— Z W QQ � WV UO Co 0' J ~ O u_. W O J LL a _ CY F- W Z = �O W ~ W U 0. ON 0H W w. F� LL O til Z N z INSPECTION RECORD Retain a copy with permit < � A M (00 INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 . (206)431 -3670 Project. J Type of Inspection: Addr71 �/ 2t /(a d Y15 Date Called: / 7 �� � �o U Special Instructions: Date Wanted: a.m. Request Phone No: Approved per applicable codes. Corrections required prior to approval. ' COMMENTS: P I Inspector: Date: U $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection. Receipt No.: Date: Z �Z �W QQ� JU UO to O' C0 W J = S2 .LL. W O. LL Q U� = z F- H O z F- w U� WW P2 LL Z LL! U= H O z INSPECTION RECORD D05 -42 Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 fo U 2Z..LL/ M Approved per applicable.codes. Corrections required prior to approval. t Project: , HoMeS Type of Inspection: 5D Address: 116 4 ) 35 + L h S Date Called: 1-2-2--07 Special Instructions: j 1 L Of ` Date Wanted: a.m 1- - 2,3 - 07 p.m. Requester: Da rr , J� Phone No: Inspector: G Date: I �L6 ek �„ 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. I Z - Z '~ W JU 00 N o co W J = U) .W WO U . co 10 �W Z f- H O Z W U� O co, C1 I— WW FZ- U . �Z 111 U =, O Z T 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 L, K �.at 1 Type of Inspectio wmP Address: II 0y1 h All Date Called: Special Instructions: Date Wanted: a.m. // G d b Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. X111 �J � Inspector: 6 . Date: L � Receipt No.: Date: $58,00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspectic Z Z W .JI U UO UU J x CO u_ w U cl)a =w z O. W W: �O D E- =U -- Z U= O H Z .+.?•..t•��'�+.::s.i'±^'.:. a.h.. :'*�- �I- m•ri4�.�+.+ . -.. ..... f -.. - _ 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: K _ h�� Type of Inspect Address: Date Called: o O� Special Instructions:' ti Date Wanted: 07 A0 G R M,4 ter: ar Phone No: a Approved per applicable codes. ❑Corrections required prior to approval. COMMENTS: 7` .� ; q. Inspector: Date: � Receipt No.: Date: I $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection �t Z ;= Z W �U UO ND J = t— cO .U- W O LL N CY = W H Z =. H t-- O W ~ LLJ U� O - 011— W W U � 0 •• Z U(D H O Z INSPECTION RECORD Retain a copy with permit INSPECTION NUMBER PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 AnrinvPr Park Fa - rf_ Tukwila. Wa. 98t88 206- 575 -4407 Project: Ooq)l 9v&7c : 5 Type of Inspect !1 V \ �S 1`GAy�✓1� G� � r � � nfy 1 Address: / f L IV/ 3 Lr'1 S Contact Person: Suite #: Pre -Fire: Special Instructions: Phone No.: 1 z 0 G- V -3 G11 0 Approved per applicable codes. FI Corrections required prior to approval. COMMENTS: S rinklers: / Fire Alarm: Hood & Duct: Monitor: Pre -Fire: rn ba 5 Occu ncy Type: r' Needs Shift Inspection: S rinklers: / Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occu ncy Type: r' inspector: j,�"� Date: ,-:. G;7 Hrs.: . $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from t e 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 ~w OC 2 D 00 NO W = N U- W LLQ co d = w �O z F- w �5 U O- ON WW LL .. z W co O z a ME COPV, ?t ��n Pl-, Z i Q W Q W ' C O o W =" J � Return Address: Doak Homes, Inc. N U w p 11812 — 26th Ave. SW Burien, WA 98146 - u. Title: PRIVATE DRAINAGE EASEMENT AGREEMENT _ Z �. Grantor: DARRYL DOAK, SR. AND ESTRELLA M. DOAK, a marital community w o �5 Grantee: DARRYL DOAK, SR. AND ESTRELLA M. DOAK, a marital community v 0 F- Grantors Legal Description: = v LOTS 3 THROUGH 11, INCLUSIVE, BENNETT'S INTERURBAN TRACTS, o BEING A PORTION OF THE NORTHWEST QUARTER OF SECTION 10, T23N, - Z R4E, W.M., KING COUNTY, WASHINGTON. v o~ Grantees Legal Description: Z LOTS 3 THROUGH 11, INCLUSIVE, BENNETT'S INTERURBAN TRACTS, BEING A PORTION OF THE NORTHWEST QUARTER OF SECTION 10, T23N, R4E, W.M., KING COUNTY, WASHINGTON. Section, Township, Range: Section 10, T23N, R4E, W.M. Tax Parcel Number(s): 0733000010, 0733000020, 0733000021, 0733000025, 0733000030, 0733000031, 0733000032, 0733000033, 0733000034 Page 1 of 3 RECEIVED CITY OF TUKWILA JAN 0 5 2006 PERMIT CENTER INCOMPLETE LTR# DOS-�I2(v PRIVATE DRAINAGE EASEMENT AGREEMENT THIS EASEMENT AGREEMENT is made and entered into by and between the undersigned, owner(s) in fee simple of lots 4 through 10, inclusive, described in the attached Exhibit A ( "Grantor" herein), and lots 3 through 11, inclusive, described in the attached Exhibit A, ( "Grantee" herein). For and in consideration of the mutual covenants and agreements hereinafter expressed and other good and valuable consideration, in hand paid, receipt of which is hereby acknowledged, the parties hereto agree as follows: Grantor hereby defines, declares, grants and conveys to Grantee, it's heirs, successors and assigns, a non - exclusive perpetual Private Drainage Easement over, across, along, in, upon and under that portion of said Grantors land described as follows: The westerly 15.00 feet parallel with and adjacent to the east boundary thereof of Lots 4 through 10, inclusive, as described in the attached Exhibit A; Together with the southerly 5.00 feet parallel with and adjacent to the south boundary of Lot 8, as described in the attached Exhibit A; And together with the northerly 5.00 feet parallel with and adjacent to the north boundary of Lot 9, as described in the attached Exhibit A; The herein Private Drainage Easement is granted and accepted subject to the covenants, reservations and conditions described as follows: 1. This easement is for the sole purpose of installation, operation and maintenance of a storm water drainage facility to be used for collection and conveyance of storm and surface water from said Grantees and Grantors property, together with the right for Grantee to enter said drainage easement for the purpose of installation, operation and maintenance of the drainage facilities contained within. 2. Maintenance costs of the drainage facility constructed within said easement shall be borne solely by Grantee, their heirs, successors or assigns. 3. The amount and type of maintenance to be performed on the drainage facilities shall be determined by majority vote of the lot owners. Each lot shall have one vote regardless of the number of owners owning any lot. For the purpose of maintaining the drainage facility within said easement, each fee simple owner using the drainage facility shall be assessed a proportional share of the actual cost of such maintenance. Such assessment, together with interest thereon, and costs of collection as herein provided, shall be a charge and become a continuing lien on the owner(s) land on which assessment is made and shall be the personal obligation of said owner(s) at the time the costs are incurred which form the basis of the assessment. If any assessment is not paid within thirty (30) days after it is due, the assessment shall bear interest from the due date at the rate of twelve percent (12 %) per annum and any of the said Page 2 of 3 - ..L,..:a.s.. z z �w �U UO CO CO W W F- CO .a_ W LL ¢ CO = a F- w Z z° W W U� CO o� ww F- - �O w z CO o� z PRIVATE DRAINAGE EASEMENT AGREEMENT, continued owner(s) may bring an action at law against the person or persons obligated to pay the assessment and interest, costs and reasonable attorneys fees of any such action shall be added to the amount of such assessment and all such costs shall be included in any judgment. The lien of the charges provided for in this instrument shall be subordinate to the lien of any bonafide mortgage or deed of trust. The herein easement and covenants may be amended only upon the written agreement of the Grantor and Grantee herein. This easement shall run with the land and shall be binding on all parties having or acquiring any right, title, or interest in the land described herein or any part thereof. GRANTOR AND GRANTEE by: Darryl Doak, Sr. Date: STATE OF WASHINGTON ) )ss. COUNTY OF KING ) GRANTOR AND GRANTEE by: Estrella M. Doak Date: On this day of January, 2006, before me a Notary Public in and for the State of Washington, personally appeared Darryl Doak, Sr. and Estrella M. Doak, to me known to be the individual(s) that executed the foregoing instrument, and acknowledged it to be the free and voluntary act of said individual(s), for the uses and purposes mentioned in the instrument, and on oath stated that they were authorized to execute said instrument. IN WITNESS WHEREOF, I have hereunto set my hand and official seal the day and year first above written. Notary Public in and for the State of Washington, residing at My commission expires: Page 3 of 3 Z �Z '~ w � Zi U UO U U. J X. f- 00 w w 0 u. ¢ co D = a F - w Z f - O" Z f- w w U93 o C0 off W w. LL . z . W U= o F- Z EXHIBIT A LOT 3 That portion of Government Lot 6 and the southwest quarter of the northwest quarter of Section 10, Township 23 North, Range 4 East, W.M., in King County, Washington, described as follows: Beginning at the northwest corner of said Section 10 and thence running south along the west line of the northwest quarter of said Section 10, 1168.66 feet to a stone monument set as the initial point of land released by Ada H. Bennett to the Duwamish Investment Company by instrument, recorded August 7, 1913; Thence east at right angle along the south line of said released lands, 924.51 feet to a stone monument set at the intersection of said released lands with the east marginal line of the Pacific Highway; Thence South 13 °05' East along the east marginal line of the Pacific Highway 82.14 feet to a line parallel to and 80 feet south of the south line aforesaid released lands and the True Point of Beginning; Thence South 13 °05' East along the east marginal line of the Pacific Highway 236 feet; Thence North 76 °55' East, perpendicular to said highway 200.29 feet, more or less, to the western margin of the right of way of the Puget Sound Electric Railway; Thence northwesterly along said westerly margin of said right of way 201.43 feet, more or less, to said line parallel to and 80 feet South of the South line of aforesaid released lands; Thence west along said parallel line 80 feet south from the south line of said released lands 168.23 feet, more or less, to the True Point of Beginning; EXCEPT the south 101.00 feet, as measured perpendicular to the south line thereof; AND EXCEPT that portion deeded to the State of Washington for State Highway No. 5 -M by deeds recorded under recording numbers 3122159 and 3120159; AND EXCEPT for that portion lying north of the south boundary of the lands deeded to the State of Washington for the South 116 Street Extension by Deed recorded under recording number 3120159. (Also known as that portion of Lot 2 lying south of South 116 Street and Lot 3 of Bennett's Interurban Tracts, less streets.) LOT 4 The north 52.00 feet of the south 101.00 feet, as measured perpendicular to the south line, of that portion of Government Lot 6 and the southwest quarter of the northwest quarter of Section 10, Township 23 North, Range 4 East, W.M., in King County, Washington, described as follows: Beginning at the northwest corner of said Section 10 and thence running south along the west line of s the northwest quarter of said Section 10, 1168.66 feet to a stone monument set as the initial point of land released by Ada H. Bennett to the Duwamish Investment Company by instrument recorded August 7, 1913; Thence east at right angle along the south line of said released lands, 924.51 feet to a stone monument set at the intersection of said released lands with the east marginal line of the Pacific Highway; Thence South 13 °05' East along the east marginal line of the Pacific Highway 82.14 feet to a line parallel to and 80 feet south of the south line aforesaid released lands and the True Point of Beginning; Thence South 13 °05' East along the east marginal line of the Pacific Highway 236 feet; Thence North 76 °55' East, perpendicular to said highway 200.29 feet, more or less, to the western margin of the right of way of the Puget Sound Electric Railway; Thence northwesterly along said westerly margin of said right of way 201.43 feet, more or less, to said line parallel to and 80 feet South of the South line of aforesaid released lands; z Z cc 2 5 0 0 co w �o J �LL w 0 U- M = �. w z F- O z F-- w . w U� ON o F- wW H LL O . -z W U= O F" z EXHIBIT A, continued. Thence west along said parallel line 80 feet south from the south line of said released lands 168.23 feet, more or less, to the True Point of Beginning; Z _� EXCEPT that portion deeded to the State of Washington for State Highway No. 5 -M by deeds w recorded under recording numbers 3122159 and 3120159; AND EXCEPT for portion deeded to the State of Washington for South 116` Street Extension by U O Deed recorded under recording number 3120159. V) W J = (Also known as Lot 4, Bennett's Interurban Tracts, less streets.) CO WO LOT 5 2 The south 49.00 feet, as measured perpendicular to the south line, of that portion of Government Lot 6 9 Q and the southwest quarter of the northwest quarter of Section 10, Township 23 North, Range 4 East, D W.M., in King County, Washington, described as follows: z w Beginning at the northwest corner of said Section 10 and thence running south along the west line of Z H the northwest quarter of said Section 10, 1168.66 feet to a stone monument set as the initial point of �. O land released by Ada H. Bennett to the Duwamish Investment Company by instrument recorded w h- August 7, 1913; 5 Thence east at right angle along the south line of said released lands, 924.51 feet to a stone monument v co set at the intersection of said released lands with the east marginal line of the Pacific Highway; 0 Thence South 13 °05' East along the east marginal line of the Pacific Highway 82.14 feet to a line w w parallel to and 80 feet south of the south line aforesaid released lands and the True Point of Beginning; L) Thence South 13 °05' East along the east marginal line of the Pacific Highway 236 feet; U-0 Thence North 76 °55' East, perpendicular to said highway 200.29 feet, more or less, to the western w Z co margin of the right of way of the Puget Sound Electric Railway; U Thence northwesterly along said westerly margin of said right of way 201.43 feet, more or less, to said p line parallel to and 80 feet South of the South line of aforesaid released lands; Z Thence west along said parallel line 80 feet south from the south line of said released lands 168.23 feet, more or less, to the True Point of Beginning; EXCEPT that portion deeded to the State of Washington for State Highway No. 5 -M by deeds recorded under recording numbers 3122159 and 3120159; AND EXCEPT for portion deeded to the State of Washington for South 116 Street Extension by Deed recorded under recording number 3120159. (Also known as Lot 5, Bennett's Interurban Tracts, less streets.) LOT 6 The north 46.00 feet, as measured perpendicular to the north line of a Tract, described as follows: A tract of land in the southwest quarter the northwest quarter of Section 10, Township 23 North, Range 4 East, W.M., in King County, Washington, more particularly described as follows: Beginning at the northwest corner of Section 10, Township 23 North, Range 4 East, W.M.; Thence south along the west line of the northwest quarter of Section 10 aforesaid, 1168.66 feet to a stone monument set as the initial point of land released by Ada H. Bennett to the Duwamish Investment Company by instrument recorded August 7, 1913; EXHIBIT A, continued. Thence east at right angle along the south line of said released lands, 924.51 feet to a stone monument set at the intersection of said south line of the said released lands with the east marginal line of the Pacific Highway; Thence South 13 °05'00" East along the east marginal line of the Pacific Highway, 318.14 feet to the Point of Beginning of this Tract; Thence South 13 0 05'00" East along the east marginal line of the Pacific Highway 89 feet; Thence North 76 °55'00" East, perpendicular to said highway 200.29 feet, more or less, to the western margin of the right of way of the Puget Sound Electric Railway; Thence northwesterly along said westerly margin of said right of way 229.38 feet, more or less, to western margin of said right -of -way 93.68 feet, mor or less, to a line 89 feet from and parallel to the south line of this Tract; Thence South 76 0 55'00" West along said line 89 feet from and parallel to the said south line 220.29 feet, more or less, to the Point of Beginning; EXCEPT that portion thereof conveyed to the State of Washington by Deed recorded under recording number 3124198; (Also known as Lot 6, Bennett's Interurban Tracts, less streets.) Situate in the City of Tukwila, County of King, State of Washington. LOT 7 A tract of land in the southwest quarter the northwest quarter of Section 10, Township 23 North, Range 4 East, W.M., in King County, Washington, more particularly described as follows: Beginning at the northwest corner of Section 10, Township 23 North, Range 4 East, W.M.; Thence south along the west line of the northwest quarter of Section 10 aforesaid, 1168.66 feet to a stone monument set as the initial point of land released by Ada H. Bennett to the Duwamish Investment Company by instrument recorded August 7, 1913; Thence east at right angle along the south line of said released lands, 924.51 feet to a stone monument set at the intersection of said south line of the said released lands with the east marginal line of the Pacific Highway; Thence South 13 °05'00" East along the east marginal line of the Pacific Highway, 318.14 feet to the Point of Beginning of this Tract; Thence South 13 °05'00" East along the east marginal line of the Pacific Highway 89 feet; Thence North 76 °55'00" East, perpendicular to said highway 200.29 feet, more or less, to the western margin of the right of way of the Puget Sound Electric Railway; Thence northwesterly along said western margin of said right of way 229.38 feet, more or less, to western margin of said right -of -way 93.68 feet, more or less, to a line 89 feet from and parallel to the said south line 220.29 feet, more or less, to the Point of Beginning; EXCEPT the north 46 feet as measured perpendicular to the north line of said Tract; AND EXCEPT that portion thereof conveyed to the State of Washington by Deed recorded under recording number 3124198; z �z '~ w L Q & JU UO [] w� CO W w L¢ wn = d �w ? �_- F- O z F- W LLj C3 U O- C3 f- wW �� "-- O W z U� 0 H O z EXHIBIT A, continued. (Also known as Lot 7, Bennett's Interurban Tracts, less streets.) Situate in the City of Tukwila, County of King, State of Washington. LOT 8 The north half of tract of land in the southwest quarter the northwest quarter of Section 10, Township 23 North, Range 4 East, W.M., in King County, Washington, described as follows: Beginning at the northwest corner of Section 10, Township 23 North, Range 4 East, W.M.; Thence south along the west line of the northwest quarter of Section 10 aforesaid, 1168.66 feet to a stone monument set as the initial point of lands released by Ada H. Bennett to the Duwamish Investment Company by instrument recorded August 7, 1913; Thence east at right angle along the south line of said released lands, 924.51 feet to a stone monument set at the intersection of said south line of the said released lands with the east marginal line of the Pacific Highway; Thence South 13 °05'00" East along the east marginal line of the Pacific Highway, 407.14 feet to the Point of Beginning of this Tract; Thence South 13 °05'00" East along the east marginal line of the Pacific Highway 80 feet; Thence North 76 °55'00" East, perpendicular to said highway 263.13 feet, more or less, to the western margin of the right of way of the Puget Sound Electric Railway; Thence northwesterly along said western margin of said right of way 86.85 feet, more or less, to a line 80 feet from and parallel to the south line of this Tract; Thence South 76 °55'00" West along said line 80 feet from and parallel to the south line 229.38 feet, more or less, to the Point of Beginning; EXCEPT that portion thereof conveyed to the State of Washington by Deed recorded under recording number 3124198; (Also known as Lot 8, Bennett's Interurban Tracts, less streets.) Situate in the City of Tukwila, County of King, State of Washington. LOT 9 The south half of tract of land in the southwest quarter the northwest quarter of Section 10, Township 23 North, Range 4 East, W.M., in King County, Washington, described as follows: Beginning at the northwest corner of Section 10, Township 23 North, Range 4 East, W.M.; Thence south along the west line of the northwest quarter of Section 10 aforesaid, 1168.66 feet to a stone monument set as the initial point of lands released by Ada H. Bennett to the Duwamish Investment Company by instrument recorded August 7, 1913; Thence east at right angle along the south line of said released lands, 924.51 feet to a stone monument set at the intersection of said south line of the said released lands with the east marginal line of the Pacific Highway; Thence South 13 °05'00" East along the east marginal line of the Pacific Highway, 407.14 feet to the Point of Beginning of this Tract; Thence South 13 °05'00" East along the east marginal line of the Pacific Highway 80 feet; z '~ w JU UO �o w= -J �. 5 .w w O w � C Pw z= H F- O z w w U 5 O CO o f-_ ww LL O ui z CO) O~ F- z EXHIBIT A, continued. Thence North 76 1 55'00" East, perpendicular to said highway 263.13 feet, more or less, to the western margin of the right of way of the Puget Sound Electric Railway; Thence northwesterly along said western margin of said right of way 86.85 feet, more or less, to a line 80 feet from and parallel to the south line of this Tract; Thence South 76 °55'00" West along said line 80 feet from and parallel to the south line 229.38 feet, ! more or less, to the Point of Beginning; t EXCEPT that portion thereof conveyed to the State of Washington by Deed recorded under recording number 3124198; (Also known as Lot 9, Bennett's Interurban Tracts, less streets.) Situate in the City of Tukwila, County of King, State of Washington. LOT 10 The north 40.00 feet of tract of land in the southwest quarter the northwest quarter of Section 10, Township 23 North, Range 4 East, W.M., in King County, Washington, described as follows: Beginning at the northwest corner of Section 10, Township 23 North, Range 4 East, W.M.; Thence south along the west line of the northwest quarter of Section 10 aforesaid, 1168.66 feet to a stone monument set as the initial point of landS released by Ada H. Bennett to the Duwamish Investment Company by instrument recorded August 7, 1913; Thence east at right angle along the south line of said released lands, 924.51 feet to a stone monument set at the intersection of said south line of the said released lands with the east marginal line of the Pacific Highway; Thence South 13 °05'00" East along the east marginal line of the Pacific Highway, 487.14 feet to the Point of Beginning of this Tract; Thence South 13 °05'00" East along the east marginal line of the Pacific Highway 80 feet; Thence North 76 °55'00" East, perpendicular to said highway 267.51 feet, more or less, to the east boundary line of the southwest quarter of the northwest quarter of said Section 10; Thence North 00 °04' 10.7" West along said east boundary of the southwest quarter of the northwest quarter, 49.52 feet, more or less, to the west margin of the right of way of the Puget Sound Electric Railway; Thence northwest along said west margin of said right of way 35.35 feet, more or less, to a line 80 feet from and parallel to the south line of this Tract; Thence South 76 °55'00" West along said parallel line 263.13 feet, more or less, to the Point of Beginning; EXCEPT that portion thereof conveyed to the State of Washington by Deed recorded under recording number 3124198; (Also known as Lot 10, Bennett's Interurban Tracts, less streets.) Situate in the City of Tukwila, County of King, State of Washington. z z �W u� 0 U (0O CO W J F- 00 w W O U c d � = W I .- _ z I... 1— O z F W5 U� O� D F- W W H O w z UN O z EXHIBIT A, continued. LOT 11 A tract of land in the southwest quarter the northwest quarter of Section 10, Township 23 North, Range 4 East, W.M., in King County, Washington, described as follows: Beginning at the northwest corner of Section 10, Township 23 North, Range 4 East, W.M.; Thence south along the west line of the northwest quarter of Section 10 aforesaid, 1168.66 feet to a stone monument set as the initial point of landS released by Ada H. Bennett to the Duwamish Investment Company by instrument recorded August 7, 1913; Thence east at right angle along the south line of said released lands, 924.51 feet to a stone monument set at the intersection of said south line of the said released lands with the east marginal line of the Pacific Highway; Thence South 13 °05'00" East along the east marginal line of the Pacific Highway, 487.14 feet to the Point of Beginning of this Tract; Thence South 13 °05'00" East along the east marginal line of the Pacific Highway 80 feet; Thence North 76 °55'00" East, perpendicular to said highway 267.51 feet, more or less, to the east boundary line of the southwest quarter of the northwest quarter of said Section 10; Thence North 00 °04' 10.7" West along said east boundary of the southwest quarter of the northwest quarter, 49.52 feet, more or less, to the west margin of the right of way of the Puget Sound Electric Railway; Thence northwest along said west margin of said right of way 35.35 feet, more or less, to a line 80 feet from and parallel to the south line of this Tract; Thence South 76 °55'00" West along said parallel line 263.13 feet, more or less, to the Point of Beginning; EXCEPT the north 40.00 feet thereof; AND EXCEPT that portion thereof conveyed to the State of Washington by Deed recorded under recording number 3124198; I (Also known as Lot 11, Bennett's Interurban Tracts, less streets.) Situate in the City of Tukwila, County of King, State of Washington. z ��- Z �w QQ JU U UQ J = H CO u_ w 0 u- U = d F- w z= F- 0 z F- w W U� CO o � W U u_ F- 0 z co O Z Page 1 of 3 RECEIVED Pa g CITY OF TUKWILA i JAN 0 5 2006 j PERMIT CENTER INCOMPLETE LTR# y,R me copy , '1 Z = a w JU UO N W w J H Return Address: Doak Homes, Inc. N U. w o 11812 — 26th Ave. SW Burien, WA 98146 Ej Co D Title: UTILITY EASEMENT AGREEMENT = cr f - _ ? i-- Grantor: DARRYL DOAK, SR. AND ESTRELLA M. DOAK, a marital community z o w Grantee: DARRYL DOAK, SR. AND ESTRELLA M. DOAK, a marital community v ° co Grantors Legal Description: w w LOTS 3 THROUGH 11, INCLUSIVE, BENNETT' S INTERURBAN TRACTS, L) I BEING A PORTION OF THE NORTHWEST QUARTER OF SECTION 10, T23N, O. { R4E, W.M., KING COUNTY, WASHINGTON. v N Grantees Legal Description: Z LOTS 3 THROUGH 11, INCLUSIVE, BENNETT'S INTERURBAN TRACTS, BEING A PORTION OF THE NORTHWEST QUARTER OF SECTION 10, T23N, j R4E, W.M., KING COUNTY, WASHINGTON. Section, Township, Range: Section 10, T23N, R4E, W.M. Tax Parcel Number(s): 0733000010, 0733000020, 0733000021, 0733000025 i 0733000030, 0733000031, 0733000032 ,0733000033,0733000034 Page 1 of 3 RECEIVED Pa g CITY OF TUKWILA i JAN 0 5 2006 j PERMIT CENTER INCOMPLETE LTR# UTILITY EASEMENT AGREEMENT THIS EASEMENT AGREEMENT is made and entered into by and between the undersigned, owner(s) in fee simple of lots 3 through 11, inclusive ( "Grantor" herein) and lots 3 through 11, inclusive ( "Grantee" herein), described in the attached Exhibit A. For and in consideration of the mutual covenants and agreements hereinafter expressed and other good and valuable consideration, in hand paid, receipt of which is hereby acknowledged, the parties hereto agree as follows: 1. The owners of the above described lands do hereby define, declare, grant and convey to themselves and each other, the present and future owners of the lands described in the attached Exhibit A, A non - exclusive perpetual Utility Easement over, across, along, in, upon and under that portion of said Grantors land described as follows: The westerly 10.00 feet parallel with and adjacent to the east boundary of Lots 3 through 11, inclusive, as described in the attached Exhibit A. 2. This easement is for the sole purpose of the construction, use, and maintenance of utilities, together with the right of ingress and egress for such purposes. 3. Said easement is subject to a utilities easement in favor of any electric, telephone, television cable, gas, water, or sewer company, public or private, or their permittees or assigns to install, construct, operate, maintain, alter, and repair their respective utilities for servicing grantees property, together with the right of ingress and egress for said purposes. 4. Routine maintenance and repair costs of the utilities constructed within said Utility Easement shall be the sole responsibility of the owner of.the lot(s) serviced by the utility. 5. The herein easement and agreements may be amended only with the written agreement of the Grantee herein. This easement agreement shall run with the land and shall be binding on all parties having or acquiring any right, title, or interest in the land described herein or any part thereof. Page 2 of 3 z i� iF- W . JU UO N o CO LU J H S2 LL .w O 9Q CJ) = �w z z o_ �5 U� O - 0H w Lo w z U= P z GRANTOR AND GRANTEE by: Darryl Doak, Sr. GRANTOR AND GRANTEE by: Estrella M. Doak Date: Date: i i STATE OF WASHINGTON ) )ss. COUNTY OF KING ) On this day of January, 2006, before me a Notary Public in and for the State of Washington, personally appeared Darryl Doak, Sr. and Estrella -M. Doak, to me known to be the individual(s) that executed the foregoing instrument, and acknowledged it to be the free and voluntary act of said individual(s), for the uses and purposes mentioned in the instrument, and on oath stated that they were authorized to execute said instrument. IN WITNESS WHEREOF, I have hereunto set my hand and official seal the day and year first above written. Notary Public in and for the State of ! Washington, residing at j My commission expires: Page 3 of 3 Z '~ w � 2 . WD JU UO U co Uj CO .U. wo 9 -_ U. ?. co)d =w Z Z p. W �o o �' o � w w '. F- -. L o ui Z U =. O F" Z EXHIBIT A LOT 3 That portion of Government Lot 6 and the southwest quarter of the northwest quarter of Section 10, Q Township 23 North, Range 4 East, W.M., in King County, Washington, described as follows:_ Z Beginning at the northwest corner of said Section 10 and thence running south along the west line of oG the northwest quarter of said Section 10, 1168.66 feet to a stone monument set as the initial point of land released by Ada H. Bennett to the Duwamish Investment Company by instrument recorded U O August 7, 1913; CO Thence east at right angle along the south line of said released lands, 924.51 feet to a stone monument � F set at the intersection of said released lands with the east marginal line of the Pacific Highway; co u_ Thence South 13 °05' East along the east marginal line of the Pacific Highway 82.14 feet to a line Ui parallel to and 80 feet south of the south line aforesaid released lands and the True Point of Beginning; 0 Thence South 13 °05' East along the east marginal line of the Pacific Highway 236 feet; Q Thence North 76 °55' East, perpendicular to said highway 200.29 feet, more or less, to the western CO d = margin of the right of way of the Puget Sound Electric Railway; F- w Thence northwesterly along said westerly margin of said right of way 201.43 feet, more or less, to said _ Z F ,.. line parallel to and 80 feet South of the South line of aforesaid released lands; z O Thence west along said parallel line 80 feet south from the south line of said released lands 168.23 w w feet, more or less, to the True Point of Beginning; v o EXCEPT the south 101.00 feet, as measured perpendicular to the south line thereof, CO p �- AND EXCEPT that portion deeded to the State of Washington for State Highway No. 5 -M by deeds w w H recorded under recording numbers 3122159 and 3120159; AND EXCEPT for that portion lying north of the south boundary of the lands deeded to the State of U O Washington for the South 116' Street Extension by Deed recorded under recording number 3120159. w CO U (Also known as that portion of Lot 2 lying south of South 116` Street and Lot 3 of Bennett's z F- Interurban Tracts, less streets.) LOT 4 The north 52.00 feet of the south 101.00 feet, as measured perpendicular to the south line, of that portion of Government Lot 6 and the southwest quarter of the northwest quarter of Section 10, Township 23 North, Range 4 East, W.M., in King County, Washington, described as follows: Beginning at the northwest corner of said Section 10 and thence running south along the west line of the northwest quarter of said Section 10, 1168.66 feet to a stone monument set as the initial point of land released by Ada H. Bennett to the Duwamish Investment Company by instrument recorded August 7, 1913; Thence east at right angle along the south line of said released lands, 924.51 feet to a stone monument set at the intersection of said released lands with the east marginal line of the Pacific Highway; Thence South 13 °05' East along the east marginal line of the Pacific Highway 82.14 feet to a line parallel to and 80 feet south of the south line aforesaid released lands and the True Point of Beginning; Thence South 13 °05' East along the east marginal line of the Pacific Highway 236 feet; Thence North 76 °55' East, perpendicular to said highway 200.29 feet, more or less, to the western margin of the right of way of the Puget Sound Electric Railway; Thence northwesterly along said westerly margin of said right of way 201.43 feet, more or less, to said line parallel to and 80 feet South of the South line of aforesaid released lands; r EXHIBIT A, continued. Thence west along said parallel line 80 feet south from the south line of said released lands 168.23 feet, more or less, to the True Point of Beginning; H EXCEPT that portion deeded to the State of Washington for State Highway No. 5 -M by deeds w recorded under recording numbers 3122159 and 3120159; AND EXCEPT for portion deeded to the State of Washington for South 116' Street Extension by Deed recorded under recording number 3120159. N p (Also known as Lot 4, Bennett's Interurban Tracts, less streets.) LOT 5 The south 49.00 feet, as measured perpendicular to the south line, of that portion of Government Lot 6 and the southwest quarter of the northwest quarter of Section 10, Township 23 North, Range 4 East, U. U W.M., in King County, Washington, described as follows: _ Beginning at the northwest corner of said Section 10 and thence running south along the west line of Z = the northwest quarter of said Section 10, 1168.66 feet to a stone monument set as the initial point of land released by Ada H. Bennett to the Duwamish Investment Company by instrument recorded w O August 7, 1913; 5 Thence east at right angle along the south line of said released lands, 924.51 feet to a stone monument v 0 co set at the intersection of said released lands with the east marginal line of the Pacific Highway; 0 Thence South 13 °05' East along the east marginal line of the Pacific Highway 82.14 feet to a line w w parallel to and 80 feet south of the south line aforesaid released lands and the True Point of Beginning; °05' H V Thence South 13 East along the east marginal line of the Pacific Highway 236 feet; u- Thence North 76 °55' East, perpendicular to said highway 200.29 feet, more or less, to the western Z margin of the right of way of the Puget Sound Electric Railway; w v N Thence northwesterly along said westerly margin of said right of way 201.43 feet, more or less, to said line parallel to and 80 feet South of the South line of aforesaid released lands; 0 Thence west along said parallel line 80 feet south from the south line of said released lands 168.23 feet, more or less, to the True Point of Beginning; EXCEPT that portion deeded to the State of Washington for State Highway No. 5 -M by deeds recorded under recording numbers 3122159 and 3120159; AND EXCEPT for portion deeded to the State of Washington for South I I 6 Street Extension by Deed recorded under recording number 3120159. (Also known as Lot 5, Bennett's Interurban Tracts, less streets.) LOT 6 The north 46.00 feet, as measured perpendicular to the north line of a Tract, described as follows: A tract of land in the southwest quarter the northwest quarter of Section 10, Township 23 North, Range 4 East, W.M., in King County, Washington, more particularly described as follows: Beginning at the northwest corner of Section 10, Township 23 North, Range 4 East, W.M.; Thence south along the west line of the northwest quarter of Section 10 aforesaid, 1168.66 feet to a stone monument set as the initial point of land released by Ada H. Bennett to the Duwamish Investment Company by instrument recorded August 7, 1913; :, ": ....,.... •:..:.�.:�,...�i.. .. :..:._..: ..s...w.«t.:.. .. �.., rnK. 1�: x- :,........_.�v.+.:.�.:.....J.., ws:t. r::(x:. i«'k:iti+:1+c4Si...w+`h t.:2�.�•,�d:�1�ativ .iYSUvr+Y+ N::Li.:u.d:unatA� &> i• t�Fri ::,tt„a..:Ydksl�HZ.: .w� -4'—.. �w:, �+:: F..:: e: a« wr...c.x,:i•��,.«Gb:,in`+:�Xkv' i,,i..�.i:w �.Yti�fa i i EXHIBIT A, continued. Thence east at right angle along the south line of said released lands, 924.51 feet to a stone monument set at the intersection of said south line of the said released lands with the east marginal line of the Pacific Highway; Thence South 13 0 05'00" East along the east marginal line of the Pacific Highway, 318.14 feet to the Point of Beginning of this Tract; Thence South 13 °05'00" East along the east marginal line of the Pacific Highway 89 feet; Thence North 76 °55'00" East, perpendicular to said highway 200.29 feet, more or less, to the western margin of the right of way of the Puget Sound Electric Railway; Thence northwesterly along said westerly margin of said right of way 229.38 feet, more or less, to western margin of said right -of -way 93.68 feet, mor or less, to a line 89 feet from and parallel to the south line of this Tract; Thence South 76 °55'00" West along said line 89 feet from and parallel to the said south line 220.29 feet, more or less, to the Point of Beginning; EXCEPT that portion thereof conveyed to the State of Washington by Deed recorded under recording number 3124198; (Also known as Lot 6, Bennett's Interurban Tracts, less streets.) Situate in the City of Tukwila, County of King, State of Washington. LOT 7 A tract of land in the southwest quarter the northwest quarter of Section 10, Township 23 North, Range 4 East, W.M., in King County, Washington, more particularly described as follows: Beginning at the northwest corner of Section 10, Township 23 North, Range 4 East, W.M.; Thence south along the west line of the northwest quarter of Section 10 aforesaid, 1168.66 feet to a stone monument set as the initial point of land released by Ada H. Bennett to the Duwamish Investment Company by instrument recorded August 7, 1913; Thence east at right angle along the south line of said released lands, 924.51 feet to a stone monument set at the intersection of said south line of the said released lands with the east marginal line of the Pacific Highway; Thence South 13 0 05'00" East along the east marginal line of the Pacific Highway, 318.14 feet to the Point of Beginning of this Tract; Thence South 13 °05'00" East along the east marginal line of the Pacific Highway 89 feet; Thence North 76 °55'00" East, perpendicular to said highway 200.29 feet, more or less, to the western margin of the right of way of the Puget Sound Electric Railway; Thence northwesterly along said western margin of said right of way 229.38 feet, more or less, to western margin of said right -of -way 93.68 feet, more or less, to a line 89 feet from and parallel to the said south line 220.29 feet, more or less, to the Point of Beginning; EXCEPT the north 46 feet as measured perpendicular to the north line of said Tract; AND EXCEPT that portion thereof conveyed to the State of Washington by Deed recorded under recording number 3124198; z Z �w 0 U O N o w 95 ur Q � = a �w z F- O R LIJ D0 ON o F-- wW LL O ui z U= O F- z r' EXHIBIT A, continued. (Also known as Lot 7, Bennett's Interurban Tracts, less streets.) Situate in the City of Tukwila, County of King, State of Washington. z z �W 2 LOT 8 v The north half of tract of land in the southwest quarter the northwest quarter of Section 10, Township 0 0 2 3 North, Range 4 East, W.M., in King County, Washington, described as follows: vi W Beginning at the northwest corner of Section 10, Township 23 North, Range 4 East, W.M.; UJ Thence south along the west line of the northwest quarter of Section 10 aforesaid, 1168.66 feet to a (O u- W O. stone monument set as the initial point of landS released by Ada H. Bennett to the Duwamish Investment Company by instrument recorded August 7, 1913; Thence east at right angle along the south line of said released lands, 924.51 feet to a stone monument U- set at the intersection of said south line of the said released lands with the east marginal line of the d Pacific Highway; H = Thence South 13 °05'00" East along the east marginal line of the Pacific Highway, 407.14 feet to the Point of Beginning of this Tract; z O Thence South 13 °05'00" East along the east marginal line of the Pacific Highway 80 feet; UJ UJ Thence North 76 °55'00" East, perpendicular to said highway 263.13 feet, more or less, to the western D p margin of the right of way of the Puget Sound Electric Railway; p Thence northwesterly along said western margin of said right of way 86.85 feet, more or less, to a line o 80 feet from and parallel to the south line of this Tract; = W Thence South 76 °55'00" West along said line 80 feet from and parallel to the south line 229.38 feet, ~ F v— . more or less, to the Point of Beginning; O z w EXCEPT that portion thereof conveyed to the State of Washington by Deed recorded under recording number 3124198; O z (Also known as Lot 8, Bennett's Interurban Tracts, less streets.) Situate in the City of Tukwila, County of King, State of Washington. LOT 9 The south half of tract of land in the southwest quarter the northwest quarter of Section 10, Township 23 North, Range 4 East, W.M., in King County, Washington, described as follows: Beginning at the northwest corner of Section 10, Township 23 North, Range 4 East, W.M.; Thence south along the west line of the northwest quarter of Section 10 aforesaid, 1168.66 feet to a stone monument set as the initial point of landS released by Ada H. Bennett to the Duwamish Investment Company by instrument recorded August 7, 1913; Thence east at right angle along the south line of said released lands, 924.51 feet to a stone monument set at the intersection of said south line of the said released lands with the east marginal line of the Pacific Highway; Thence South 13 °05'00" East along the east marginal line of the Pacific Highway, 407.14 feet to the Point of Beginning of this Tract; Thence South 13 °05'00" East along the east marginal line of the Pacific Highway 80 feet; M 'k EXHIBIT A, continued. Thence North 76 °55'00" East, perpendicular to said highway 263.13 feet, more or less, to the western margin of the right of way of the Puget Sound Electric Railway; Thence northwesterly along said western margin of said right of way 86.85 feet, more or less, to a line 80 feet from and parallel to the south line of this Tract; Thence South 76 °55'00" West along said line 80 feet from and parallel to the south line 229.38 feet, more or less, to the Point of Beginning; EXCEPT that portion thereof conveyed to the State of Washington by Deed recorded under recording number 3124198; (Also known as Lot 9, Bennett's Interurban Tracts, less streets.) Situate in the City of Tukwila, County of King, State of Washington. LOT 10 The north 40.00 feet of tract of land in the southwest quarter the northwest quarter of Section 10, Township 23 North, Range 4 East, W.M., in King County, Washington, described as follows: Beginning at the northwest corner of Section 10, Township 23 North, Range 4 East, W.M.; Thence south along the west line of the northwest quarter of Section 10 aforesaid, 1168.66 feet to a stone monument set as the initial point of landS released by Ada H. Bennett to the Duwamish Investment Company by instrument recorded August 7, 1913; Thence east at right angle along the south line of said released lands, 924.51 feet to a stone monument set at the intersection of said south line of the said released lands with the east marginal line of the Pacific Highway; Thence South 13 °05'00" East along the east marginal line of the Pacific Highway, 487.14 feet to the Point of Beginning of this Tract; Thence South 13 °05'00" East along the east marginal line of the Pacific Highway 80 feet; Thence North 76 °55'00" East, perpendicular to said highway 267.51 feet, more or less, to the east boundary line of the southwest quarter of the northwest quarter of said Section 10; Thence North 00 °04' 10.7" West along said east boundary of the southwest quarter of the northwest quarter, 49.52 feet, more or less, to the west margin of the right of way of the Puget Sound Electric Railway; Thence northwest along said west margin of said right of way 35.35 feet, more or less, to a line 80 feet from and parallel to the south line of this Tract; Thence South 76 °55'00" West along said parallel line 263.13 feet, more or less, to the Point of Beginning; EXCEPT that portion thereof conveyed to the State of Washington by Deed recorded under recording number 3124198; (Also known as Lot 10, Bennett's Interurban Tracts, less streets.) Situate in the City of Tukwila, County of King, State of Washington. z z �w 2 D J U. UO U U CO u_ w U. ¢ CO : = uJ z F- O w U� .0- W �. F- u.. O W z U =. O z .r w 4 EXHIBIT A, continued. LOT 11 A tract of land in the southwest quarter the northwest quarter of Section 10, Township 23 North, Range 4 East, W.M., in King County, Washington, described as follows: Z Q Beginning at the northwest corner of Section 10, Township 23 North, Range 4 East, W.M.; Z Thence south along the west line of the northwest quarter of Section 10 aforesaid, 1168.66 feet to a g stone monument set as the initial point of landS released by Ada H. Bennett to the Duwamish t� v Investment Company by instrument recorded August 7, 1913; 0 Oo Thence east at right angle along the south line of said released lands, 924.51 feet to a stone monument CO U) set at the intersection of said south line of the said released lands with the east marginal line of the = Pacific Highway; vO . Thence South 13 1 05'00" East along the east marginal line of the Pacific Highway, 487.14 feet to the w 0 Point of Beginning of this Tract; Thence South 13 °05'00" East along the east marginal line of the Pacific Highway 80 feet; q Thence North 76 °55'00" East, perpendicular to said highway 267.51 feet, more or less, to the east CO d: = boundary line of the southwest quarter of the northwest quarter of said Section 10; w Thence North 00'04'10.7" West along said east boundary of the southwest quarter of the northwest z �. quarter, 49.52 feet, more or less, to the west margin of the right of way of the Puget Sound Electric z O Railway; w U J Thence northwest along said west margin of said right of way 35.35 feet, more or less, to a line 80 feet 5 from and parallel to the south line of this Tract; v Thence South 76 1 55'00" West along said parallel line 263.13 feet, more or less, to the Point of p �. Beginning; = w U EXCEPT the north 40.00 feet thereof; F- "-- O .. z w AND EXCEPT that portion thereof conveyed to the State of Washington by Deed recorded under U =. recording number 3124198; p 2 (Also known as Lot 11, Bennett's Interurban Tracts, less streets.) Situate in the City of Tukwila, County of King, State of Washington. P ERMANENT FILL"': :... � AFTER RECORDING MAIL TO: Doak Homes, Inc. 11812 26th Avenue Southwest Burien, WA 98146 20051027002141 CHICAGO TITLE WD 37.00 PAGE001 OF 005 10/27/2005 15:50 KING COUNTY, WA E2165004 10/27/2005 15 :48 KING COUNTY, WA TAX 9,973.00 SALE $,510,000.00 PAGE001 OF 001 Grantor: Cedar Grove Properties, LLC Grantee: Doak Homes, Inc- STATUTORY WARRANTY .DEED �?, .� ---� Abbreviated Legal LOTS 2, 3, 4, 5, 6, 7, 8, 9, 10, AND 11, BENNETT'S INTERURBAN TRACTS UNREC RDED. Assessor's Tax Parcel Number(s): 073300 - 0010 -02, 073300 - 0020 -00, 073300 - 0025 -05, 073300 - 0030 -08 THE GRANTOR Cedar Grove Properties, LLC, a Washington Limited Liability Company for and in consideration of TEN DOLLARS AND OTHER GOOD AND VALUABLE CONSIDERATION in hand paid, conveys and wan to Doak Homes, Inc., a Washington Corporation the following described real estate, situated in the County of King, State of Washington. LOTS 2, 3, 4, 5, 6, 7, 8, 9, 10 AND 11, BENNETT'S INTERURBAN TRACTS UNRECORDED. SEE ATTACHED EXHIBIT "A" FOR FULL LEGAL DESCRIPTION Subject to Easements, Restrictions, and Reservations of Record. Dated e# Cr O� Cedar Gr ve r cr es, C Mar m L. Vortman, 1 S�CG m m er STATE OF Washington } County of K I N G } SS: I certify that I know or have satisfactory evidence that Marlin L. Vortman . ishm the persons} who appeared before me, and said person(s) acknowledged that he signed this instrument, on oath stated he is/are authorized to execute the instnunent and acknowledge it as the Sole Alember of Cedar Grove Properties, LLC to be the free and voluntary act of such party(ics) *for the uses and purposes mentioned in this instrument. Dated: I �.�.� . t t t It / Notary Public in and for the State of Washington Z Residing at s �I► i My appointment expires: i 14 �; 10 00 , up 0? J Z �- Z W JU U W= i- N .LL W } O J U- Q V d' = W H = • ? H H O. Z H W UD O CO. C) !•- WW li. O W Z U= O Z J CHICAGO TITLE INSURANCE COMPANY Order No.: 001168930 LEGAL DESCRIPTION PARCEL A: z THAT PORTION OF GOVERNMENT LOT 6 AND THE SOUTHWEST QUARTER OF THE W NORTHWEST QUARTER OF SECTION 10, TOWNSHIP 23 NORTH, RANGE 4 EAST, WILLAMETTE MERIDIAN, IN KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: JU UO BEGINNING AT THE NORTHWEST CORNER OF SAID SECTION 10 AND THENCE RUNNING cn a SOUTH ALONG THE WEST LINE OF THE NORTHWEST QUARTER OF SAID SECTION 10, W 2 1168.66 FEET TO A STONE MONUMENT SET AS THE INITIAL POINT OF PROPERTY RELEASED BY ADA H. BENNETT TO THE DUWAMISH INVESTMENT COMPANY BY LL O W INSTRUMENT RECORDED AUGUST 7, 1913; } THENCE EAST AT RIGHT ANGLE ALONG THE SOUTH LINE OF SAID RELEASED LANDS, 5 924.51 FEET TO A MONUMENT SET AT THE INTERSECTION OF SAID RELEASED LANDS WITH THE EAST MARGINAL LINE OF THE PACIFIC HIGHWAY; CO) a THENCE SOUTH 13 0 05' EAST ALONG THE EAST MARGINAL LINE OF THE PACIFIC F_ _ HIGHWAY 82.14 FEET TO A LINE PARALLEL TO AND 80 FEET SOUTH OF THE SOUTH EP LINE AFORESAID RELEASED LANDS AND THE TRUE POINT OF BEGINNING; Z O THENCE SOUTH 13 0 05' EAST, ALONG THE EAST MARGINAL LINE OF THE PACIFIC W W HIGHWAY 236 FEET; =)a THENCE NORTH 76 0 55' EAST, PERPENDICULAR TO SAID HIGHWAY 200.29 FEET, MORE U OR LESS,_ TO THE WESTERN MARGIN OF THE RIGHT OF WAY OF THE PUGET SOUND p H.. ELECTRIC RAILWAY; W W THENCE NORTHWESTERLY ALONG SAID WESTERLY MARGIN OF SAID RIGHT OF WAY 201.43 FEET, MORE OR LESS, TO SAID - LINE PARALLEL TO AND 80 FEET SOUTH OF O THE SOUTH LINE OF AFORESAID RELEASED LANDS; THENCE WEST ALONG SAID PARALLEL LINE AND 80 FEET SOUTH FROM THE SOUTH LINE L11Z U N OF RELEASED LANDS 168.23 FEET',..MORE OR LESS, TO' THE TRUE POINT OF 0 E _-- BEGINNING; Z EXCEPT THAT PORTION DEEDED TO THE STATE OF WASHINGTON FOR STATE HIGHWAY NO. 5 -M BY DEEDS RECORDED UNDER RECORDING NUMBERS 3122159 AND 3120159; AND EXCEPT FOR PORTION DEEDED TO THE STATE OF WASHINGTON FOR SOUTH 116TH STREET EXTENSION BY DEED RECORDED UNDER RECORDING NUMBER 3120159. (ALSO KNOWN AS LOTS 2, 3, 4 AND :5, BENNETT'S INTERURBAN TRACTS ACCORDING TO THE UNRECORDED PLAT THEREOF, LESS STREETS.) PARCEL B: THE NORTH 46 FEET AS MEASURED PERPENDICULAR TO THE NORTH LINE OF A TRACT, DESCRIBED AS FOLLOWS: A TRACT OF LAND IN THE SOUTHWEST QUARTER OF THE NORTHWEST QUARTER OF SECTION 10, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M., IN KING COUNTY, WASHINGTON, MORE PARTICULARLY DESCRIBED AS FOLLOWS: LWALI /RDA /oM •� a >�in. tr.=, � 7... i�. rx:. i.: N: At. ci.:.. y. � Vvs. r. Lr. aaY: �cn.::>~;-.. .�t.:_:a..in".�i:,,x,,;i.?e;:,; . L, �..;,.; t: i1:, k: s. uS." 7�'. kUaw�' r»: 34t f.{1..•.'y;'..',%ws':1�1::d:ti!. EXCEPT THAT PORTION THEREOF CONVEYED TO THE STATE OF WASHINGTON BY DEED RECORDED UNDER RECORDING NUMBER 3124198; (ALSO KNOWN AS A PORTION OF TRACT 6, BENNETT'S INTERURBAN TRACTS, ACCORDING TO THE UNRECORDED PLAT THEREOF); SITUATE IN THE CITY OF TUKWILA, COUNTY OF KING, STATE OF WASHINGTON; I TOGETHER WITH A TRACT OF LAND IN THE SOUTHWEST QUARTER OF THE NORTHWEST QUARTER OF SECTION 10, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M., IN KING COUNTY, WASHINGTON, MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHWEST CORNER OF SECTION 10, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M.; THENCE SOUTH ALONG THE WEST LINE OF THE NORTHWEST QUARTER OF SECTION 10 AFORESAID, 1,168.66 FEET TO A STONE MONUMENT SET AS THE INITIAL POINT OF THE LANDS RELEASED BY ADA H. BENNETT TO THE DUWAMISH INVESTMENT CO., ON AUGUST i . 7, 1913; THENCE EAST AT RIGHT ANGLES ALONG THE SOUTH LINE OF SAID RELEASED LANDS 924.51 FEET TO A STONE MONUMENT SET AT THE INTERSECTION OF SAID SOUTH LINE OF THE SAID RELEASED LANDS WITH EAST MARGINAL LINE OF PACIFIC HIGHWAY; THENCE SOUTH 13 0 05'00" EAST ALONG SAID EAST MARGINAL LINE OF THE PACIFIC 1 HIGHWAY 318.14 FEET, TO THE POINT OF BEGINNING OF THIS TRACT; THENCE SOUTH 13 0 05'00" EAST ALONG THE EAST MARGINAL LINE OF THE PACIFIC HIGHWAY. 89 FEET; THENCE NORTH 76 0 55'00" EAST PERPENDICULAR TO SAID HIGHWAY 229.38 FEET, MORE OR LESS, TO THE WESTERN MARGIN OF THE RIGHT -OF -WAY OF THE PUGET SOUND WCUGALC /RDA /0699 Z �_- Z �W qq� JU UO N a C0 ui J = H NU W ^ Q J 2 �W Z H Z O W �5 U� N clH W uJ H3 U. O �Z U= O Z CHICAGO TITLE INSURANCE COMPANY EXHIBIT LEGAL DESCRIPTION Order No.: BEGINNING AT THE NORTHWEST CORNER OF SECTION 10, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M.; THENCE SOUTH ALONG THE WEST LINE OF THE NORTHWEST QUARTER OF SECTION 10 AFORESAID, 1,168.66 FEET TO A STONE MONUMENT SET AS THE INITIAL POINT OF THE LANDS RELEASED BY ADA H. BENNETT TO THE DUWAMISH INVESTMENT CO., ON AUGUST 7, 1913; THENCE EAST AT RIGHT ANGLES ALONG THE SOUTH LINE OF SAID RELEASED LANDS 1 924.51 FEET TO A STONE MONUMENT SET AT THE INTERSECTION OF SAID SOUTH LINE OF THE SAID RELEASED LANDS WITH EAST MARGINAL LINE OF PACIFIC HIGHWAY; ;? THENCE SOUTH 13 0 05'00" EAST ALONG SAID EAST MARGINAL LINE OF THE PACIFIC HIGHWAY 318.14 FEET, TO THE POINT OF BEGINNING OF THIS TRACT; THENCE SOUTH 13 0 05 1 00" EAST ALONG THE EAST MARGINAL LINE OF THE PACIFIC HIGHWAY 89 FEET; i� THENCE NORTH 76 0 55 1 00" EAST PERPENDICULAR TO SAID HIGHWAY 229.38 FEET MORE OR LESS, TO THE WESTERN MARGIN OF THE RIGHT -OF -WAY OF THE PUGET SOUND ELECTRIC RAILWAY; THENCE NORTHWEST ALONG SAID WESTERN MARGIN OF SAID RIGHT -OF -WAY 93.68 FEET, MORE OR LESS, TO A LINE 89 FEET FROM AND PARALLEL TO THE SOUTH LINE OF THIS TRACT; THENCE SOUTH 76 0 55 1 00" WEST ALONG SAID LINE 89 FEET FROM AND PARALLEL TO THE SAID SOUTH LINE 220.29 FEET, MORE OR LESS, TO THE POINT OF BEGINNING; EXCEPT THAT PORTION THEREOF CONVEYED TO THE STATE OF WASHINGTON BY DEED RECORDED UNDER RECORDING NUMBER 3124198; (ALSO KNOWN AS A PORTION OF TRACT 6, BENNETT'S INTERURBAN TRACTS, ACCORDING TO THE UNRECORDED PLAT THEREOF); SITUATE IN THE CITY OF TUKWILA, COUNTY OF KING, STATE OF WASHINGTON; I TOGETHER WITH A TRACT OF LAND IN THE SOUTHWEST QUARTER OF THE NORTHWEST QUARTER OF SECTION 10, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M., IN KING COUNTY, WASHINGTON, MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHWEST CORNER OF SECTION 10, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M.; THENCE SOUTH ALONG THE WEST LINE OF THE NORTHWEST QUARTER OF SECTION 10 AFORESAID, 1,168.66 FEET TO A STONE MONUMENT SET AS THE INITIAL POINT OF THE LANDS RELEASED BY ADA H. BENNETT TO THE DUWAMISH INVESTMENT CO., ON AUGUST i . 7, 1913; THENCE EAST AT RIGHT ANGLES ALONG THE SOUTH LINE OF SAID RELEASED LANDS 924.51 FEET TO A STONE MONUMENT SET AT THE INTERSECTION OF SAID SOUTH LINE OF THE SAID RELEASED LANDS WITH EAST MARGINAL LINE OF PACIFIC HIGHWAY; THENCE SOUTH 13 0 05'00" EAST ALONG SAID EAST MARGINAL LINE OF THE PACIFIC 1 HIGHWAY 318.14 FEET, TO THE POINT OF BEGINNING OF THIS TRACT; THENCE SOUTH 13 0 05'00" EAST ALONG THE EAST MARGINAL LINE OF THE PACIFIC HIGHWAY. 89 FEET; THENCE NORTH 76 0 55'00" EAST PERPENDICULAR TO SAID HIGHWAY 229.38 FEET, MORE OR LESS, TO THE WESTERN MARGIN OF THE RIGHT -OF -WAY OF THE PUGET SOUND WCUGALC /RDA /0699 Z �_- Z �W qq� JU UO N a C0 ui J = H NU W ^ Q J 2 �W Z H Z O W �5 U� N clH W uJ H3 U. O �Z U= O Z CHICAGO TITLE INSURANCE COMPANY EXHIBIT LEGAL DESCRIPTION 0 0 Order No.: ELECTRIC RAILWAY; i THENCE NORTHWEST ALONG SAID WESTERN MARGIN OF SAID RIGHT —OF —WAY 93.68 FEET, MORE OR LESS, TO A LINE 89 FEET FROM AND PARALLEL TO THE SOUTH LINE OF THIS TRACT; THENCE SOUTH 76 0 55'00" WEST ALONG SAID LINE 89 FEET FROM AND PARALLEL TO THE SAID SOUTH LINE 220.29 FEET, MORE OR LESS, TO THE POINT OF BEGINNING; EXCEPT THE NORTH 46 FEET AS MEASURED PERPENDICULAR TO THE NORTH LINE OF SAID TRACT; AND EXCEPT THAT PORTION THEREOF CONVEYED TO THE STATE OF WASHINGTON BY DEED RECORDED UNDER RECORDING NUMBER 3124198; (ALSO KNOWN AS A PORTION OF TRACT 7, BENNETT'S INTERURBAN TRACTS, ACCORDING TO THE UNRECORDED PLAT THEREOF); SITUATE IN THE CITY OF TUKWILA, COUNTY OF KING, STATE OF WASHINGTON. TOGETHER WITH A TRACT OF LAND IN THE SOUTHWEST QUARTER OF THE NORTHWEST QUARTER OF SECTION 10, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M., DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHWEST CORNER OF SECTION 10, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M.; THENCE SOUTH ALONG THE WEST LINE OF THE NORTHWEST QUARTER OF SECTION 10, AFORESAID, 1,168.66 FEET TO A STONE MONUMENT SET AS THE INITIAL POINT OF THE LANDS RELEASED BY ADA H. BENNETT TO THE DUWAMISH INVESTMENT CO., ON AUGUST 7, 1913; THENCE EAST AT RIGHT ANGLES ALONG THE SOUTH LINE OF SAID RELEASED LANDS 924.51 FEET TO A STONE MONUMENT SET AT THE INTERSECTION OF SAID SOUTH LINE OF THE SAID RELEASED LANDS WITH EAST MARGINAL LINE OF PACIFIC HIGHWAY; THENCE ALONG SAID HIGHWAY LINE SOUTH 13 0 05'00" EAST 407.14 FEET TO POINT OF BEGINNING OF THIS TRACT; c THENCE SOUTH 13 0 05'00" EAST ALONG EAST MARGINAL LINE OF PACIFIC HIGHWAY 80 FEET; THENCE NORTH 76 0 55'00" EAST PERPENDICULAR TO SAID HIGHWAY 263.13 FEET, MORE OR LESS, TO WESTERN MARGIN OF RIGHT —OF —WAY OF PUGET SOUND ELECTRIC RAILWAY; TOWNSHIP NORTHWEST ALONG SAID WESTERN MARGIN OF SAID RIGHT —OF —WAY 86.85 FEET, MORE OR LESS, TO A LINE 80 FEET FROM AND PARALLEL TO SOUTH LINE OF THIS TRACT; THENCE SOUTH 76 0 55'00" WEST ALONG SAID LOT 80 FEET FROM AND PARALLEL TO SOUTH LINE 229.38 FEET, MORE OR LESS, TO POINT OF BEGINNING; EXCEPT THAT PORTION THEREOF CONVEYED TO THE STATE OF WASHINGTON BY DEED RECORDED UNDER RECORDING NUMBER 3124198; (ALSO.KNOWN AS A PORTION OF TRACTS 8 AND 9, BENNETT'S INTERURBAN TRACTS, ACCORDING TO THE UNRECORDED PLAT THEREOF); +MEGALC /RDA /0699 Z Z �W QQ� JU 0 cl)O J = H LL W O. J LL j `o a = W Z f... HO Z F— W LU gy U ON a �-. W H� O ll.l Z 2 0 O Z 1� CHICAGO TITLE INSURANCE COMPANY EXHIBIT LEGAL DESCRIPTION Order No.: TOGETHER WITH A TRACT OF LAND IN THE SOUTHWEST QUARTER OF THE NORTHWEST QUARTER OF "SECTION 10, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M1, DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHWEST CORNER OF SECTION 10, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M.; THENCE SOUTH ALONG THE WEST LINE OF THE NORTHWEST QUARTER OF SECTION 10 AFORESAID, 1168.66 FEET TO A STONE MONUMENT SET AS THE INITIAL POINT OF THE LANDS RELEASED BY ADA H. BENNETT TO THE DUWAMISH INVESTMENT CO., ON AUGUST 7, 1913; THENCE EAST AT RIGHT ANGLES ALONG THE SOUTH LINE OF SAID RELEASED LANDS 924.51 FEET TO A STONE MONUMENT SET AT THE INTERSECTION OF SAID SOUTH LINE OF THE SAID RELEASED LANDS WITH EAST MARGINAL WAY OF PACIFIC HIGHWAY; THENCE SOUTH 13 0 05'00" EAST ALONG SAID EAST MARGINAL LINE OF PACIFIC HIGHWAY 487.14 FEET, TO POINT OF BEGINNING OF THIS TRACT; THENCE SOUTH 13 0 05'00" EAST ALONG SAID EAST MARGINAL LINE OF PACIFIC HIGHWAY 80 FEET; THENCE NORTH 76 0 55'00" EAST AT RIGHT ANGLES 267.51 FEET, MORE OR LESS, TO THE EAST BOUNDARY LINE OF SAID SOUTHWEST QUARTER OF THE NORTHWEST QUARTER OF SAID SECTION 10; THENCE NORTH 00 0 04'10.7" WEST ALONG SAID EAST BOUNDARY OF SOUTHWEST QUARTER OF THE NORTHWEST 1/4 49.52 FEET, MORE OR LESS, TO THE WEST MARGIN OF THE RIGHT -OF -WAY OF PUGET SOUND ELECTRIC RAILWAY; THENCE NORTHWEST ALONG SAID WEST MARGIN OF SAID RIGHT -OF -WAY 35.35 FEET, MORE OR LESS, TO A LINE 80 FEET FROM AND PARALLEL TO THE SOUTH LINE OF THIS TRACT; THENCE SOUTH 76 0 55'00" WEST ALONG SAID PARALLEL LINE 263.13 FEET, MORE OR LESS, TO THE POINT OF BEGINNING; EXCEPT THAT PORTION THEREOF CONVEYED TO THE STATE OF WASHINGTON BY DEED RECORDED UNDER RECORDING NUMBER 3124198; (ALSO KNOWN AS A PORTION OF TRACTS 10 AND 11, BENNETT'S INTERURBAN TRACTS, ACCORDING TO THE UNRECORDED PLAT THEREOF); SITUATE IN THE CITY OF TUKWILA,-COUNTY OF KING, STATE OF WASHINGTON. TOGETHER WITH A TWENTYFIVE FOOT WIDE EASEMENT FOR INGRESS, EGRESS AND UTILITIES, ADJACENT TO THE ABOVE DESCRIBED PROPERTY (TRACTS 6 THROUGH 10 OF BENNETT'S INTERURBAN TRACTS) ON THE EAST, AND EXTENDING NORTHERLY ADJACENT TO TRACTS 2 THROUGH 5 OF BENNETT'S INTERURBAN TRACTS ON THE EAST, TO 116TH AVENUE SOUTH IN TUKWILA, WASHINGTON WHICH IS ALSO DESCRIBED AS: THAT PORTION OF THE WEST 25 FEET OF THE CITY OF SEATTLE'S TRANSMISSION LINE RIGHT OF WAY, SHOWN ON EXHIBIT "A ", AND BY THIS REFERENCE MADE A PART HEREOF, WHICH LIES SOUTHERLY OF SOUTH 116TH STREET AND NORTHERLY OF STATE OF WASHINGTON.DEPARTMENT OF-HIGHWAY'S ENGINEER'S STATION (H.E.S.) 4 +20 AS SHOWN ON SHEET 4 OF PRIMARY STATE HIGHWAY NO. 1 (SR -99) FOSTER INTERCHANGE TO SOUTH 118TH STREET, NOW KNOWN AS SR -599, ALL BEING LOCATED IN GOVERNMENT LOT EXLWALC /RDA /oc99 '.MulSuSYi'M.'3'A�'fiYnl'ra{n'w' I: btlfi 7i�. e+"s'M�+C�a'L'CViV�l.xthA'CAn' �a"r'�iilJ.iYWrJY�� uuJpq,4•i ia1.LL».i'i Yi.4++w..s. Z zz T Z Z w W JU 0 U) O J = H N.W WO 2 QQ �: LLQ = �W Z = H 1_ O Z F- W W U� ON o�_ w F_ L —0 •Z W U= O Z CHICAGO TITLE INSURANCE COMPANY EXHIBIT LEGAL DESCRIPTION Order No.: 5 AND GOVERNMENT LOT 6, IN SECTION 10, TOWNSHIP 23 NORTH, RANGE 4 EAST OF W.M., AND ALSO IN THE NORTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 10, TOWNSHIP 23 NORTH, RANGE 4 EAST OF W.M., IN KING COUNTY, WASHINGTON. OMM ALC /RDA /0699 Z .- Z W W� U O J �, N .LL: WO } LL < N d F=- W Z�. F- O Z I- LLJ 5` U O N' O 1-: W u.l ti O. tll Z U N' O Z c 10 & AMISH i I RIVER i i 1 W/ •. r te 11 Z �Z '~ w D JU UO Cl) CO) LU J = I-- Cl) LL w 0 LL, Q CO _ryry V �w Z = Z O W 25 U Cf)_ w U 0 w U= O Z scc 6456Sb \ __. 1 " ` " "` 9U18 � � `, � •o - 1 ` -�� _ �_ ► » r IN 11 i ` 96001 EeeeM ° 105001 W \ • Ln } 1 , It 1 \ j I t t L LOT ? 4z 1 t i 1 Y - i 1 7' 1 rJ�C: i pCC 003 L I 1 1 1 1 �x 1 l ot , t o 1 I p ScT418�S to, I 2i./tt I t 1 1 l i •I l ' i 1 1 + l I t. . AMISH i I RIVER i i 1 W/ •. r te 11 Z �Z '~ w D JU UO Cl) CO) LU J = I-- Cl) LL w 0 LL, Q CO _ryry V �w Z = Z O W 25 U Cf)_ w U 0 w U= O Z T 0 1 o11A 1908 March 3, 2006 City of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director Darryl E. Doak, Sr. Doak Homes, Inc. 11812 26 Av SW Burien, WA 98146 RE: Letter of Incomplete Application # 1 to Correction Letter #1 Development Permit Application D05 -426 Doak Homes, Inc. — 1164135 Ln S Dear Mr. Doak: This letter is to inform you that your resubmittal received at the City of Tukwila Permit Center on March 1, 2006 is determined to be incomplete. Before your application can continue the plan review process the attached items from the following department(s) need to be addressed: Building Denartment: Allen Johannessen, at 206 433 -7163, if you have any questions concerning the attached memo.-- Please address the above comments in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that four (4) complete sets of revised plans, specifications and /or other documentation be resubmitted with the appropriate revision block. . In order to better expedite your resubmittal a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Revisions must be made in person and will not be accepted through the mail or by a messeneer service. If you have any questions, please contact me at the Permit Center at (206) 433 -7165. Sincerely, J" Je if M rshall it Technician Enclosures File: Permit DOS -426 P:VennifeAincomplete Letters\2005UD05 -426 Inc Ltr N I to Corr Ltr N LDOC 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 -431 -3670 • Fax: 206 - 431 -3665 Z ~ W tY � JU UO C/) 0 CO W J = I— NLL W J U. Q Nd = W F— O Z f— w W U (3. O -' � H W H LL O W Z L) O Z Determination of Completeness Memo Date: March 2, 2006 Project Name: Doak Homes Inc. Permit #: D05- 426 Plan Review: Allen Johannessen, Plans Examiner A Building Division has deemed the subject permit application incomplete. To assist the applicant in expediting the Department plan review process, please forward the following comments. PLAN SUBMITTALS: (Min. size 11x17 to maximum size of 2436; all sheets shall be the same size). (Drawing and structural calculations sheets shall be original signed wet stamp not copied.) The following items bold and underlined from the previous letter dated January 13 2006 have yet to be addressed. Item (2) crossed out is ok. All items shall be addressed and clearly identify all changes on the plans. 1 The plans show brace wall lines that exceed the current prescriptive requirements of the code. Revise the plans to where brace walls lines meet code, where wall bracing shall not to exceed the 25' rule or provide engineering. All wall bracing shall be transferred down to a foundation. (IRC R602.10.11) 3. The LRP detail #1 on sheet S4 is shown as minimum 1'4" that also does not meet code. Either eliminate the detail or revise the detail to meet code or provide engineering. Engineered details shall be shown on the plan. Should there be questions concerning the above requirements, contact the Building Division at 206 -431- 3670. No further comments at this time. Z Z �w �U 00 W CO W J = U) U - wO UQ �d = w z� ti- O Z 25 U ON o f- wW �U w Z CO b ~' Z -J! City of Tukwila Steven M. Mullet, Mayor c!�'•. 2 1)0n,21*1 ont of r'nmm»nity nvvalnnMPnt cta, /o I nn ^octar M mo,- nr February 10, 2006 Darryl E. Doak, Sr. Doak Homes, Inc. 1181226AvSW Burien, WA 98146 RE: CORRECTION LETTER #1 Development Permit Application Number D05 -426 Doak Homes —11641 East Marginal Wy S, Lot 9 Dear Mr. Doak: 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 Department. At this time the Fire, Planning and Public Works Departments have no comments. Building Department: Allen Johannessen, at 206 433 -7163, if you have questions regarding the attached memo. Please address the attached comments in an itemized format with applicable revised plans, specifications, and /or other documentation. The City requires that four (4) complete sets of revised plans, specifications and /or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections /revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at (206) 433 -7165. Sincerely ± Wt. LAN ' dA Jeni Nr arshall echnician encl XC: File No. DOS -426 P:\lennifer\Correction Letters\2005 \D05 -426 Correction Ltr NLDOC jem 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 I Z Il.-: '~ w � D JU UO N In uj J = co LL w LL = CY �w Z E-- O Z1-- w W 0 D C3 ON off wW u. O. w Z co O Z f /-*"., Building Division Review Memo Z w 2 Date: January 13, 2006 p Project Name: Doak Homes Inc. W 0 Permit #: D05- 426 w i Plan Review: Allen Johannessen, Plans Examiner � .� w 0 A Building Division conducted a plan review on the subject permit application. Please address LL u. the following comments in an itemized format with revised plans, specifications and /or other CO d = applicable documentation. w PLAN SUBMITTALS: (Min. size 11x17 to maximum size of 2436; all sheets shall be the same z size). o (Drawing and structural calculations sheets shall be original signed wet stamp not copied.) w w 1 The plans show brace wall lines that exceed the current prescriptive requirements of the code. Revise o the plans to where brace walls lines meet code, where wall bracing shall not to exceed the 25 "rule or 0 CO .o provide engineering. All wall bracing shall be transferred down to a foundation. (IRC R602.10.11) w — •' 2 All the plans for this development project show inconsistency in the notes for the requirements of 3" "x3/16" = w U o x3" plate washers. Sheets C-1 & S-2 indicate 2 "x2 washers. Unless the building is engineered "x3 "x1/4" Z the current prescriptive code requires 3 washers. Revise plans to show consistency in v cn hardware specifications or provide engineering that qualifies using 2 "x2" plate washers. (R602.11.1) �. 3 The LRP detail #1 on sheet S4 is shown as minimum 1'4" that also does not meet code. Either Z eliminate the detail or revise the detail to meet code or provide engineering. Engineered details shall be shown on the plan. Should there be questions concerning the above requirements, contact the Building Division at 206 -431- 3670. No further comments at this time. 0 Enclosures File: Permit D05422 through 427 P:VenniferUncomplete Lettcrs\D05422427 Incomplete Ltr 4LDOC 1908 City of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director December 2, 2005 Darryl E. Doak, Sr. Doak Homes, Inc. 1181226AvSW Burien, WA 98146 RE:. Letter of Incomplete Application # 1 Development Permit Application D05 -422 through 427 Doak Homes, Inc. — 1 I6xx East Marginal Wy S Dear Mr. Doak: This letter is to inform you that your application received at the City of Tukwila Permit Center on November 29, 2005 is determined to be incomplete. Before your application can continue the plan review process the attached items from the following department(s) need to be addressed: Buildine Department: Allen Johannessen, at 206 433 -7163, if you have any questions concerning the attached memo. Please address the above comments in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that four (4) complete sets of revised plans, specifications and/or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal a `Revision Submittal Sheet' must accompany every resubmittal. I have. enclosed one for your convenience. Revisions must be made in person and will not be accepted through the mail .. or by a messeneer service. If you have any questions, please contact me at the Permit Center at (206) 433 -7165. Sincerely, ✓- 3 if�r -. rshall Pernut Technician 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 * Phone: 206 - 431 -3670 • Fax. 206- 431 -3665 Z W JU UO NO CO LLJ J = H S2 LL WO }} J LLQ CO D = �W Z F— H- O Z H W W U0 O N: t- Ww HF- u. O. W Z. U CO O Z le Determination of Completeness Memo Date: December 1, 2005 Project Name: Doak Homes, Inc. Permit #: D05- 422,423,424,425,426,427 Plan Review: Allen Johannessen, Plans Examiner A Building Division has deemed the subject permit application incomplete. To assist the applicant in expediting the Department plan review process, please forward the following comments. PLAN SUBMITTALS: (Min. size 11x17 to maximum size of 24x36; all sheets shall be the same size). (Drawing and structural calculations sheets shall be original signed wet stamp not copied.) The relative flat lot topography and uncertain soil conditions, requires an additional plan detail to show how the footing /crawl space drain system will function to prevent the accumulation of water in the crawl space. This may be accomplished with lot plan cross section that demonstrates the gravity flow will discharge water away from the crawl space, / or a soils report identifies how the soil conditions could otherwise dispersed any footing or crawl space water. (2003.R405.1) 2 Provide additional plan details to identify a footing drain or a crawl space water discharge system. Show roof drainage system or downspouts. The footing discharge system will generally be separate from the roof drain system. Coordinate any combined discharge systems with the Tukwila Public Works Department. Should there be questions concerning the above requirements, contact the Building Division at 206 -431 -3670. No further comments at this time. Z Z JU 0 0 . N = w CO .LL wO U-? � = w X i- O. Z r-- w W U 0 - 0 i— ww F� LL O. Z CO o ~. Z ��PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER D05 -426 DATE 03 -23 -06 PROJECT NAME DOAK HOMES, INC. - LOT 9 SITE ADDRESS 1164' 35 LN S Original Plan Submittal X Response to Incomplete Letter # 1 X Response to Correction Letter # 1 Revision # After Permit Issued DEPARTMENTS Bu'il'c�ng'Division Fire Prevention ❑ Planning Division ❑ Public Works ❑ Structural ❑ Permit Coordinator ❑ DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 03-28-06 Complete Incomplete ❑ Not Applicable ❑ Comments: Permit Center Use Only, INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROU ING: Please Route Structural Review Required REVIEWER'S INITIALS: ❑ No further Review Required ❑ DATE: APPROVALS OR CORRECTIONS Approved ❑ Approved with Conditions Notation: REVIEWER'S INITIALS: DUE DATE: 04-25-06 Not Approved (attach comments) ❑ DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents/rouling slip.doc 2.28 -02 z ;3: z �w QQ JU UO Cl)O CO J = H � w LLj C = w �_ z f- z� w w U� O- ON wW XU �O w z CO O z P ERMIT COO RD C0M" PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D05 - 426 DATE: 03 -01 -06 PROJECT NAME DOAK HOMES, INC. SITE ADDRESS 11641 35 LN S, LOT 9 Original Plan Submittal Response to Incomplete Letter # X Response to Correction Letter # Revision # After Permit Issued DEPARTMENTS: BA 3ng fti� Fire Prevention ❑ Planning Division ❑ Public Works ❑ Structural ❑ Permit Coordinator ❑ DETERMINATION OF COMPLETENESS (Tues., g rs.) DUE DATE: 03-02 -06 Complete ❑ Incomplete Not Applicable ❑ Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: ( 17b-W LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROUTING: Please Route ❑ Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: 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: Documents/routing sllp.doc 2 -2"2 DUE DATE: 03-30-06 Not Approved (attach comments) ❑ DATE: z " w JU UO N co W J_.. �LL w O LL? cod =w z ZO UJI 5 U� O— OH W LL O .z w co Px Z PERMIT OOORD COPS' PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D05 - 426 Response to Correction Letter # PROJECT NAME DOAK HOMES, INC. SITE ADDRESS 11641 35 LN S, LOT 9 Original Plan Submittal DATE: 01 -05 -06 Revision # After Permit Issued DEPARTMENTS- Bulldi�g Division Fire Prevention L Planning D ftii PL bli Works Structural ❑ Permit Coordinator ❑ DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 01-1 0-06 Complete Incomplete ❑ Not Applicable ❑ Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROUT G: Please Route Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 02-07-06 Approved ❑ Approved with Conditions[ Notation: REVIEWER'S INITIALS: X Response to Incomplete Letter # 1 DATE: Permit Center Use Only CORRECTION LETTER MAILED: Q�-• J D • (AP Departments issued corrections: Bldg Fire ❑ Ping ❑ PW ❑ Staff Initials: i uocumemsvrouung 5up.uoc 2.28 -02 Not Approved (attach comments) d z Z �w QQ W 00 U� J = H N LL w LL ?. N =w �_ w� U� UJ ON C1 I-- wW U. O .z w U= O 1,... z '--, PERMIT OOORD COPY' PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D05 -426 DATE: PROJECT NAME DOAK HOMES, INC. SITE ADDRESS 116xx EAST MARGINAL WY S 11-29-05 X Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # After Permit Issued DEPARTM Bu 4 o n Fire Prevention Plannin Division g g Public Works Structural ❑ Permit Coordinator ❑ DETERMINATION OF COMPLETENESS (Tues., Th Irs.) DUE DATE: 12-01 -05 Complete ❑ Incomplete Not Applicable ❑ Comments: Permit Center Use Only INCOMPLETE LETTER MAILED LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROUTING: Please Route ❑ Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: Approved ❑ Approved with Conditions ❑ Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents/routing slip.doc 2 -2B -02 DUE DATE: 12-29-05 Not Approved (attach comments) ❑ z �w UO to 0 C0 �w w 0 U- ? a = w ZO w �5 U� O - off w LL O z co U— H 0 z W o . 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 : / /Wmv.ci.tukwila.wa. :is Steven M. Ifullet, Mayor Steve Lancaster, Director RECISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 3 ` 23 - 06 Plan Check/Permit Number: `� �� 01 Response to Incomplete Letter # *1VW Response to Correction Letter # CW r0nWXA ❑ Revision # after Permit is Issued MAR 2 3 2006 Revision requested by a City Building Inspector or Plans Examiner PER.mrr CFNT Project Name: I ) &CA IL M/1 P (-;, I L/I — V01 "I Project Address : 1 jb Ll l 3� ' LK- s �U�- GV - ` - 9 Contact Person: '+ 0"L �` m< �, Phone Number: 20 6 q i e Summary of Revision: _ `r -i w e. are- 6 G %SSVeS yv l l v i .S2` 1mr"e - k — 1 14 la ' (�1_ A v�et� > A � i'�r'. 4D s�z �. {rJ/WJ- 1// o UP I/ vcctk . Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: )A Entered in Permits Plus on n� \applications \forms- applications on line\revision submittal Created: 8 -13 -2004 Revised: z �Z w UO ND W= �U w o U.< CO =w r- _ WO �p v o - 0 F- wW O -.z UN z I (r City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite 9100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.its Steven M. Mullet, Mayor Steve Lancaster, Director ItE'�ISION. SUBIVIITTAA t a Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: ryc. ( 66 Plan Check/Permit Number: �� L ( ` ,( ❑ Response to Incomplete Letter # Response to Correction Letter K WILA ❑ Revision # after Permit is Issued MAR 0 1 2006 19 Revision requested by a City Building Inspector or Plans Examiner Project Name: �Oqe 1- y n4�� Project Address: fll qt Contact Person: S Phone Number: 372 2 Summary of Revision: / �J19✓v4t` e 4 y-&— l i verl �IrJc lan - D��O Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: U S Entered in Permits Plus on D \applications \forms - applications on line\revision submittal Created: 8 -13 -2004 Revised: z Z w n D UO W = H U) L w U_ Q = F w z z LLI w U 0 CO O C) F- wW U- z tii CO U O z � J ��Itit..A, y 1. yq � y O � Z N�. / 1908 � REVISION SUBMITTAL City of Tukwila Steven M. Mullet, Mayor Department of Community Development 6300 Soutlicenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206- 431 -3665 Web site: http: / /tivwtiv.ci.tuktivila.wa.its Steve Lancaster, Director Revision submittals roust be submitted in person at the Permit Center. Revisions will not be accepted through the ntail, fax, etc. Date: I - S- CK5 /7 ■ ■ Plan Check/Permit Number: D05 -426 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 Doak Homes, Inc. �S L*1 S Project Address 116 Contact Person Darryl E. Doak Sr. Phone Number: Summary of Revision: �✓t � a� e; S �` cS`�a�_ n cd/ y C Cfy ' lz AM- OffV t* rum Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision i lJp�� j Received at the City of Tukwila Permit Center by: [ Entered in Permits Plus on �- �' � 0 z '~ W ' fr � 3U 00 0 W = � w u- D =d �w z= H H- O z f- W5 U� ON • o E- w W �O z w U= z \applications \forms - applications on line\revision submittal Created: 8 -13 -2004 Revised: J�� Wq C qty a .:Tukwila S tever: Al. Mullet, Maya 0�� z Departmeitt of Public Works James F . Morrow, P.E., Director -� 6300 Soutlicenter Boulevard, Suite #100 N= Tukwila, Washington 98188 f Phone: 206-433-0179 1908 Fax: 206 - 431 -3665 Web site: c0ttkwila.wa.us WATER METER INFORMATION Parcel No.: 0733000032 Permit Number DOS -426 Address: 1164135 LN S TUKW Issue Date: 03/31/2006 Suite No: Permit Expires On: 09/27/2006 DESCRIPTION OF WORK: CONSTRUCTION OF A NEW 2,221 SQ FT SINGLE FAMILY RESIDENCE, 240 SQ FT ATTACHED GARAGE AND 232 SQ FT COVERED DECK AREA. PUBLIC WORKS ACTIVITIES INCLUDE: FILL AND GRADING SO SITE SLOPES TOWARDS EAST MARGINAL WAY SOUTH. CONNECT TO NEW PRIVATE WATER MAIN EXTENSION. NEW 3/4" WATER METER. STORM DRAIN CONNECTIONS FOR ALL NEW IMPERVIOUS SURFACES. CONNECTION TO VALVUE SEWER. DRIVEWAY CONNECTION TO PAVED EASEMENT. See D05 -422 for erosion, right -of -way work, private water main extension. TOTAL WATER FEES: $2,822.00 doc: PWWATER D05 -426 Printed: 03 -31 -2006 Z "~ w D UO 0 J H Cl) U. w o� �Q cl) = �w Z� F- 0 Z t-- 25 U La C0 0 i— wW LLO w Z U= OH Z METER #1 METER #2 METER #3 Water Meter Size: 0.75 0 0 Quantity: 1 0 0 Water Meter Type: PERM Work Order Number: 5204f06 Connection Charge: Y $60.00 $0.00 $0.00 Installation: Y $490.00 $0.00 $0.00 Additional Install Deposit: $0.00 $0.00 $0.00 Plan Check Fee: Y $10.00 $0.00 $0.00 Inspection Fee: Y $15.00 $0.00 $0.00 Turn On Fee: Y $25.00 $0.00 $0.00 i Subtotal: $0.00 $0.00 $600.00 Cascade Water Alliance (RCFC): Y $2,222.00 $0.00 $0.00 TOTAL WATER FEES: $2,822.00 doc: PWWATER D05 -426 Printed: 03 -31 -2006 Z "~ w D UO 0 J H Cl) U. w o� �Q cl) = �w Z� F- 0 Z t-- 25 U La C0 0 i— wW LLO w Z U= OH Z Q 11K 11 /1,A rox e t-ou 3 co on , i D L6 Lv `( 20 X)8 - cu zvr .5 wP "7 42-5 /-a r 3:3a 3 ,..-.- Nc �R e T S �GYI I rl� I %, I Lo-r I r� 11, - -L t-ou 3 5 ?f 2 2- 4 - P , 3 Lv `( 4?%q zvr .5 ,445 "7 42-5 /-a r U-CL i Y\ a t-ue - z w W D 0 0 0 (I)a Cj) WL W Cf) .LL 0 LL !2 :3 m a W 3: Z f- �- 0 z �- W UJ :0 13 w UJ 3:0 OL z O z �" 1 Department of O Natural Resources and Parks Residential Sewer Use Certification Wastewater Treatment King County Division (To be completed for all new sewer connections, reconnections, or change of use of existing connections. This form does not apply to repairs or replacements of existing sewer connections within five years of disconnect.) Pursuant to King County Code 28.84, all sewer customers who establish a new service which uses metropolitan sewage facilities shall be subject to a capacity charge. The amount of the charge Is established annually by the King County Council as a rate per month per residential customer or residential customer equivalent for a period of fifteen years. The purpose of the charge is to recover costs of providing sewage treatment capacity for new sewer customers. The charge is collected semi - annually. All future billings can be prepaid at a discounted amount. Questions regarding the capacity charge or this form should be referred to King County Wastewater Treatment Division at (206) 684 -1740. (Please print or type) Owner's Name NC I S //1JC (Last, First, Middle Initial) Property Tax I.D. Number Subdivision Name Subdiv. # Lot f Block # Building Name (if applicable) J� C Property Street Address City, State, Zip Owner's Mailing Address MIV` z -- ,R 410 /-e-le .57 (If different from r. above) r& Owner's Phone Number ( a06 Property Contact Phone Number Party to be Billed �z P , (if different from owner) Party's Mailing Address :Z�w City or Sewer District ���u C& Date of Connection Side Sewer Permit # Demolition of pre- existing building? ❑ Yes ❑ No Type of building demolished? Sewer disconnect date? Please check appropriate box: Single- family ❑ Duplex (0.8 RCE per unit) ❑ 3 -Plex (0.8 RCE per unit) ❑ 4 -Plex (0.8 RCE per unit) ❑ 5 or more (0.64 RCE per unit) No. of Units ❑ Mobile home space (1.0 RCE per space) No. of Spaces Residential Customer Equivalent (RCE) 1.0 1.6 2.4 3.2 x 0.64 = _x1.0= For condominiums, please fill out Supplemental Form A in addition to this form. I certify that the information given is correct. I understand that the capacity charge levied will be based on this information and any deviation will require resubmissio of corrected data for determination of a revised capacity charge. Signature of Owner /Representative .5&z , . �- te , .1 Date r/ J29 J 0_5 r � Print Name of Owner /Representative e r 1057 (Rev. 7i0 White — King County ) — Local Sewer Agency Pink — Sewer Customer , S� �ti!i'„�'Yt,?. t . . iY.l+x» M !+�';- . {•nr+�w!r+rknx.nnw.'Y'- �•N'.�ktt7x'AMri+. v. ! R° tt-; �sNr. �ll Nnuxrnta.` HwStt�Nh: 1} ��M e.'! �•;' 4�: i °rht:T�".W ?�4}lttFi�� t . .. A°� j ax. fit— - - - rrv._ s�r �.,:. �3. �...:. 3•... �..:,. �:.. �.....:...... �.... �, a.. �..,.....: �... �..:,..:._. ..,.........:.._...._�,.. -.2.�. r�. V I` Z d Z �w U N 0 W = C0 L w LLQ rn � = F _ w Z F— F— O W F— �j U ON 0 F— wW H� Yz LL! U U) P _ O Z R Certificate of Sewer Availability OR Tukwh NA 98168 -Phone: (206) 242 -3236 Fax: (206) 242 -1527 ❑ Certificate of Sewer Non - Availability Part A: (To Be Completed by Applicant) Purpose of Certificate: 0 Building Permit ❑ Preliminary Plat or PUD ❑ Other ❑• Short Subdivision ❑ Rezone Proposed Use: Residential Single Family ❑ Residential Multi - Family ❑ Commercial ❑ Other Applicants Name: o 1 Phone:. 06 `_`_'' b Property Address or Approximate Location: Tax Lot Number: l jr f M4,-5 WX 073: 0 0 ©O Legal Description (Attach Map and Legal Description if necessary): Part B: (To Be Completed by Sewer Agency) 1. a. Sewer Service will be provided by side sewer connection only to an existing size sewer [-7 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: $ f? i> a. District Connection Charges due prior to con ectiom ZeVV. rr19 --ttY GFC: $ SFC: $ � 7 Li5 UNIT: $ TOTAL: $ (Subject to Change on January 1st) King County /METRO Capacity Charge: Currently, $4136.93 /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: I hereby certify that the above sewer agency information is true. This certification shall be valid for one year from t date of signature. 6 _ Bf Title Date Z �~ W JU 00 Cl) J = F^ Dw w J LL ¢ �D = a �w z F- F- O Z F- w �5 U� O- a F- wW F- �' O ui Z L) CO P _ O Z Look Up a Contractor, Electrira.a or Plumber License Detail Washington State Department of Labor and Industries General /Specialty Contractor A business registered as a construction contractor with L &I to perform construction work within the scope of its specialty. A General or Specialty construction Contractor must maintain a surety bond or assignment of account and carry general liability insurance. License Information License DOAKHI *092NZ Licensee Name DOAK HOMES INC Licensee Type CONSTRUCTION CONTRACTOR UBI 601329337 Ind. Ins. Account Id 58243002 Business Type CORPORATION Address 1 11812 26TH AVE SW Address 2 Cancel City SEATTLE County KING State WA Zip 98146 Phone 2062466587 Status ACTIVE Specialty 1 GENERAL Specialty 2 UNUSED Effective Date 8/9/1991 Expiration Date 8/8/2007 Suspend Date #4 Separation Date SC9910 Parent Company l Cancelled Previous License DOAKH* *10605 Next License 08/01/2001 Associated License Business Owner Information Name Role Effective Date Expiration Date DOAK, DARRYL E SR 01/01/1980 DOAK, ESTRELLA M 01/0111980 Company Bond Information Bond Bond Company Account Effective Expiration Cancel Impaired Bond Received Bond Name Number Date Date Date Date Amount Date Until #4 CBIC SC9910 08/01/2001 l Cancelled 1 1 $12,000.00 08/01/2001 #3 CBIC I SC9910 1 08/01/2000 1 08/01/2001 1 $6,000.00 Page 1 of 3 Z W J NO C0 W J = H N U- W O J U. Q co = d �W Z h- H O W �0 U O N 0 1— WW H H. u. O .Z W U= O Z https:H fortress. wa. gov /lni/bbip /printer.aspx ?License= DOAKHI *092NZ 03/31/2006 r .n�A•_oF •c\0� •\ Off - 0\ ` � /// Z'S \\� \ lb ' � ool \ / \ O G P , `�P P \ Y ICINITY MAP NOT TO SCALE g . tQJ r N r- / U d' I\ w ��F PG C °� P c � \ \ SCALE: 1 " =20' \ PAS �ppr • PTN. Nwl 4 SECTION 10 T23N, R4E, A. � 00 �� �4 �•c \ ` Pe mlt ft to c° ELEV. DATUM. NA 1988 Q I SITE ADDRESS: { 4 A Off" � an�r< 116 EAST MARGINAL WAY AP of ccP- Jm dogNnettb doe: a * i1NOW \ the vblation c f ;y accepted code or Y � �NG \ `/ �► of aPP '' CON � � rterioe. PAN" G • d � z� � `31 -06 w 0 3 N co Y (D Q ro: .. o00m�o C4 to r• N / • / / elf- . /` . \ S ds 2 °ti O / • �` ` �° '' ��� TAX PARCEL NUMB h• / 1 / o N 10- , \ LOT 3 073300-010 'IX s �, \ / LOT 4 073300 -020 4 X q •9 � \ '�. LOT 5 073300 -021 '•ti' \ p / / r / • = LOT 6 073300 -025 H LOT 7 073300-030 � ,� �ti• \ °� / ooh \ 2° \ - — 1 am Ilk; 330 �, \ \ �' LOT 10 073300 -033 REVIEVIIEDU FOR V jor z ° , 9 \ LOT 11 073300 -034 CODCQP L Oti 1NSTA1 �- H F •ivKW�NAR� __ �'1a z \ � � g 11 \ / • / y ��e. i �. q rr o s �nHV pfTuk'�n �..� C N 6, $� �1h �`� � / '�pRIVE�1 /ti FlRE M \ jAI(' t1T11CTf1A w V1 \ \ / cg o� * �, \ \ \ \ / y\ l �G�' \ / DRIVE C • y9 �� w \ \ 6 Q v C Q�� At / 5 \ /' // ' Thee platfs have b oar rcvicwcd by the Tnblic E--4 1' \ ` Q c�4� �► , O EF- Vo flm DeparMUM for oonf W"ncc With curnnt A �G� �' �� ��) O pp City standsrdaatds. Acceptance is subject to woos and Z P RIVAT E omissions which do not autbodae violations of w 1 'h Vq DRtVE �, ANp pRq "NMENT FO I ,� EP y `'°, < (� �• /'�~ / . ,/, , • d "E�►T of EGFjtSS U `�p.0 \ \ y9° O °l� Q�`F`Q / , � �' .� ► LO S 9, t0 4 ti P %:' eor $ • y \ �F -� $ ' ' e s s a ki �� o h / ice /sQ OF -re OF Ift l LOT 3 LOT 4 LOT 5 LOT 6 LOT 7 LOT 8 LOT 9 LOT 10 LOT 11 ' - LOT AREA 7438 SQ.FT. 2139 SQ.FT. 6402 SQ.FT. 5909 SQ.FT. 5432 SQ.FT. 4970 SQ.FT. 4887 SQ.FT. 4793 SQ.FT. 3995 SQ.FT. k1 ROOF AREA 2139 SQ.FT. 2139 SQ.FT. 2316 SQ.FT. 1960 SQ.FT. 1960 SQ.FT. 1840 SQ.FT. 1840 %FT. 1840 SQ.F 1236 SQ.FT. . DRIVEWAY AREA 428 SQ.FT. 445 SQ.FT. 395 SQ.FT. 456 SQ.FT. 471 SQ.FT. 555 SQ.FT. 387 SQ.FT. 260 SQ.FT. 417 SQ.FT. WALKWAY(NO T COVERED) 70 SQ.FT. 70 SQ.FT. 201 SQ.FT. 93 SQ.FT. 93 SQ.FT. 40 SQ.FT. 40 %FT. 40 SQ.FT. 55 SQ.FT TOTAL IMPERVIOUS AREA 2636 SQ.FT. 2654 SQ.FT. 2912 SQ.FT. 2509 SQ.FT. 2524 SQ.FT. 2435 SQ.FT. 2449 SQ.FT. 2051 SQ.FT. 1708 SQ.FT. - lb ft It 4 . i adopted undo& or o.dinmwm The Taponsibility co W for the adegttaey of the design Nests totally with the Q n desigw. Adattiou% &Wm or tensions to thew H In drawings after this date will void this ameptc a and will raqui e s to ubmiuA of raised drawings W for subso*wm gPmv2 Final w-ceptaace is sub em to fidd kspection by . &..c Public 'Works ut'il'ities inspector. Date: B Z 1.4 co C t C t c L Vi: Cs r G 't�a:ct� A�� c!►: ia�, �� \1fCtL [ tw.�C! •Q�'� 93 S'•L Z .��L c i r. (C •� h t a Z O `r • Z W O ao f Z� a CQ NOTES: W vi A v O 1. SEE INDIVIDUAL BUILDING PLANS FOR BUILDING DIMENSIONS. 1-4 0 2. ALL UTILITIES, INCLUDING POWER, TELEPHONE, TV CABLE. ETC., Z Z SHALL BE PLACE UNDERGROUND PER TUKWILA ORDINANCE. RECEIVED MY OF TUK.ti-LA PROJECT NUMBER jk G iNC0h!P! "E 05011 ,,: r Y t SHEET t OF 1 r DOAK HOMES, INC. NWI/4 SECTION 10, T23N, R4E, W.M. GENERAL CONSTRUCTION NO 1. Locations shown for existing utilities ore approximate. 2. At least 48 hours before starting project site work, notify the Utilities Inspector at 206 - 433 -0179. 3. Request a Public Works utility inspection at least 24 hours in advance by calling 206 - 433 -0179. 4. The Contractor assumes sole responsibility for worker safety, and damage to structures and improvements resulting from construction operations. 5. The Contractor shall hove the permit(s) and conditions, the approved plans, and a current copy of City of Tukwila Development Guidelines and Design and Construction Standards available at the job site. 6. All work sholl conform to these approved drawings. Any changes from the approved plans require pre - approval from the owner, the engineer, and the City of Tukwila. 7. All methods and materials shall meet City of Tukwila Development Guidelines and Design and Construction Standards, unless otherwise approved by the Public Works Director. 8. Contractor shall maintain a current set of record drawings on -site. 9. Contractor shall provide record drawings prior to project final approval. 10. Provide traffic control and street maintenance plan for Public Works approval before implementation. 11. All surveying for public facilities shall be done under the direction of a Washington licensed land surveyor. Vertical datum shall be NAVD 1988. Horizontal datum shall be Washington State (grid) Coordinates, North Zone, using NAD 83/91 survey control and tied to any two City of Tukwila Horizontal Control Monuments. For projects within a flood control zone. the Permittee shall provide conversion calculations to NGVD 1929. 12. Replace or relocate all signs damaged or removed due to construction. 13. Retain, replace or restore existing vegetation in rights -of -way, easements, and Access Tracts. CONSTR 1. All work performed shall be per approved plans and specifications only. The Permittee is required to maintain a set of approved plans, specifications, and associated permits on the job site. Work shall be performed in accordance with all federal, state, and local laws. Permittee shall apply for a Revision for any work not according to the approved plans. 2. Permittee /Contractor shall arrange a preconstruction conference with the City s Inspector(s) prior to beginning any work. 3. Work in Roadways a. All work in roadways shall meet TMC 11 and the following: b. Prior to any activity in City right -of -way, the Permittee shall provide the City a traffic control plan for review and approval. The traffic control plan shall include the location, address and description of traffic flow during the work and shall meet MUTCO requirements. c. All work requiring lone closures .rnust be by permit only. From the third Thursday in November to the following January 2nd, the Director does not allow lane closures in the Tukwila Urban Center. d. Fire, pedestrian, and vehicular access to buildings shall be maintained at all times, except when Permittee has permission from the building owner and the Director to close on access. e. All roadways shall be kept free of dirt and debris using street sweepers. Use of water trucks for cleaning roadways requires pre - approval from the Director. f. install steel plates over any trench, at any time work is stopped and the trench is left open. STORM DRAINAGE NOTES 1. All methods and materials shall meet City of Tukwila Development Guidelines and Design and Construction Standards, and the current King County Surface Water Design Manual, unless otherwise approved. 2. Mark all storm drain inlets with "Dump No Waste" and either "Drains to Streams ", "Drains to Wetlands ". or "Drains to Groundwater", as applicable. 3. Driveway culverts shall be of sufficient length to provide a minimum 3:1 slope from the edge of the driveway to the bottom of the ditch. Culverts shall have beveled end sections that match the side slope. SILT FENCE DETAIL NOT TO SCALE nL7ER FABRIC MATERIAL 36' MIN WIDE ROLLS. USE STAPLES OR MITRE RINGS TO ATTACH FABIC TO WIRE JOINTS IN FiL7ER FABRIC SHALL BE SPLICED AT POSTS. C 2 7 4 0 BY 14 GA. MIMtE FABRIC BACKING ( OR EQUAL) 24 2'x4' WOOD POSTS` STANDARD OR BETIER OR EQUAL ALTERNATE STEEL FENCE POSTS MA7ERIA�L 0x2' BY 14 GA. MERE FABRIC OR EQUW. IN STANDARD STRENGTH FABRIC IS USED 24'iAUJN 4'x4` I►iW_ TIEING. BAC FIM 1RENCH WTH NATIVE SOIL OR 3/4' MIASf,M ROCK 10M�I 4' MIN 0 2'x4' WOOD POST --/ ALT: STEEL FENCE POSTS NOTES: A. 7HE FILTER FABRIC SHAW. BE PURCHASED N A CONTINUOUS ROLL CUT TO TIE LENGTH OF THE BARRIER TO AVOID USE OF JORITS, 1I>*N JOINTS ARE NECESSARY. FILTER CLOTH SHALL BE SPLICED TOGETHER ONLY AT A SUPPORT POST. NTH A MUMUM 6 RICH OVERLAP. AND BOTH ENDS SECURELY FASTENED TO THE POST. B. THE FILTER FABRIC FENCE SHALL BE INSTALLED TO FOLLOMI THE COHT&JRS (WHERE FEASIBLE). THE FENCE POST'S SHALL BE SPACED A MAXIMUM OF 6 FEET APART AND DRIVEN SECURELY INTO THE GROUND ( MDAWUM OF 12 RICHES). OR AT 9 MA)GMUM WEN BACKNG IS USED. C. A TRENCH SHALL BE EXCAVATED. ROUGHLY 4 DICH S MADE AND 4 gICHES DEEP. UPSLOPE AND ADJACENT To Tim VOW POSTS TO ALLOW THE FILTER FABROC TO BE BUMED. 0. MIFEN STANDARD STRENGTH FILTER FABRIC IS USED. A MRE MESH St1PPORT FENCE SHALL BE FASTENED SECURELY TO THE IUPSLOPE SIDE OF THE POSTS USING HEAVY - UTY VAIN STAPLES AT LEAST 1 RICH LONE TIE UMS OR HOG RUM THE MIRE SHALL EXM0 INTO 1HE TRENCH A MUM UM OF 4 INCHES AND SHALL NOT DMW MOM THAN 36 INCHES ABOVE THE ORIGINAL GROUND SURFACE_ E THE STANDARD STRENGTH FiLIM FABRIC SMALL BE STAPLED OR WIRI D TO THE FENCE. AND 12 RICHES OF THE FABRIC SHALL BE WENDED INTO THE TRENCH. R E FABRIC SWLL NOT E KnM MORE INAN 36 IN TES ABOVE THE ORICOM GROUND SURFACE FILTER FABW SHALL NOT BE STAPLED TO OOSTM TREES F MEN EXTRA - STRENGTH FILTER FABRIC AM CLOSER POST SPACING ARE USED THE WIRE MESH SUPPORT FENCE WAY BE ELAG NATEC. IN SUCH A CASE; THE FILTER FABRIC IS STAPLED OR MRm DIRECTLY TO THE POSTS MTN ALL OTHM PROVISIONS OF STANDARD NOTE E APPLVI N& Q 1NE TRENCH SHAW. BE BACKFILLED NTH MANVE SO L OR 31 -13! WASHED ROCK H. FILTER FABRIC FENCES SHALL 8E P?EMOVEC 11t1f 4 THEY HAVE SERVED THEIR UWA& PI,TRPOBE. BUT NOT BEFORE TIE UMOPE AREA HAS BEEN PSWANDOLY STA811Lt2ED. L FILTER FABRIC FENCES SHALL BE INSPECTED MEDIMELY AFTER EACH RAINFALL AND AT LEAST ONLY DURING PROLONGED RAINFALL ANY REQUIRED REPAIRS SHALL BE MADE IMIMEDIATELY. a MAINTENANCE: ANY DAMAGED OR CLOGGED FENCE SHALL BE MAIREDf R PL ACED MIED[A TAY. SEDIMENT 181ST BE REIMi D MI#N 1 E SMUDNT DEPM IS 6 NCHES OR GREATER iF CONCENTRATED FL04RS AM EIAOENT UPHILL OF TILE FENCE, THEY WJ1ST BE 1N ERCEPTED NO CONNEVED TO A SEDIiE f TRAP OR POND. GRADING AND EROSION COMMOL NOTES 1. The erosion prevention and sediment control (ESC) measures on the approved plans are minimum requirements. 2. Before beginning any construction activities, establish the clearing limits, install construction entrance, and install erosion prevention and sediment control measures. 3. Before any ground disturbance occurs, all downstream erosion prevention and sediment control measures (ESC) must be constructed and in operation. Install and maintain all ESC measures according to the ESC plan. 4. ESC measures, Including all perimeter controls, shall remain In place until final site construction is completed and permanent stabilization is established. 5. From May 1 through September 30, provide temporary and permanent cover measures to protect disturbed areas that will remain unworked for seven days or more. 6. From October 1 through April 30, provide temporary and permanent cover measures to protect disturbed areas that will remain unworked for two days or more. In addition to cover measures, the Contractor shall: a. Protect stockpiles and steep cut and fill slopes if unworked for more than 12 hours. b. Stockpile, on site, enough cover materials to cover all disturbed areas. c. By October 8, seed all areas that will remain unworked during the wet season (October 1 through April 30). Mulch all seeded areas. 7. Failure to maintain ESC measures in accordance with the approved maintenance schedule may result in the work being performed at the direction of the Director and assessed as a lien against the property where such facilities are located. 8. During the life of the project, the Permittee shall maintain in good condition and promptly repair, restore, or replace all grade surfaces; walls, drains, dams, structures, vegetation, erosion and sediment control measures, and other protective devices in accordance with approved plans. 9. The Permittee shall monitor the downstream drainage features, and shall, with the Director's approval, remove all sediment deposition resulting from project- related work. 10. All work performed shall be per approved plans and specifications only. The Permittee is required to maintain a set of approved plans and specifications and associated permits on the job site. Work shall be performed in accordance with all federal, state, and local laws. 11. As the first order of business, the Permittee shall install erosion prevention and sediment control measures per the ESC and shall install the downstream temporary ESC measures before any site disturbance occurs. Before the temporary measures are removed, install and establish the upstream permanent ESC measures. 12. The Permittee shall at all times protect sensitive areas, their buffers, and adjacent private properties and public rights -of -way or easements from damage during grading operations. The Permittee shall restore, to the standards in effect at the time of the issuance of the permit, sensitive areas, their buffers, and public and private properties and improvements damaged by the Permittee's operations. 13. Permittee shall arrange for and comply with the following: a. Notify the Public Works Department within 48 hours following installation of ESC measures. b. Obtain permission in writing from the Public Works Department prior to modifying the ESC plan. c. Maintain all road drainage systems, storm water drainage systems, control measures and other facilities as identified in the ESC plan. d. Repair any siltation or erosion damages to adjoining properties and drainage facilities. e. Inspect according to the approved ESC inspection schedule and make needed repairs immediately. 1. All trench excavation operations shall meet or exceed all applicable shoring laws for trenches over 4 - feet deep. All trench safety systems shall meet WISHA requirements. 2. Power, cable, fiber optics, and telephone lines shall be in a trench with a 5' minimum horizontal separation from other underground utilities. 3. Adjust all manholes, catch basins. and valves in public rights- of -woy or easements after asphalt paving. 2' COMPACTED DEPTH CLASS 'Er ASPHALT CONCRETE 4' MiN. COMPACTED DEPTH CRUSHED SURFACING TOP COURSE WSMA CATCHBASIN f L J SURGRADE COMP TO 957 MA DENSITY PRIVATE DRIVEWAY CROSS - SECTION NOT TO SCALE 4 -WF=MPWW-6drft:WW r J BURY BOTTOM OF FILTER _.A.ERIAL IN 4'x4' 7RD9H R map- X Z � r 0 6' MAX FOR NON - BACKED FENCE 8' MAX MEN BACGNG IS USED • 2'x4' WOOD POSTS` STANDARD OR BETIER OR EQUAL ALTERNATE STEEL FENCE POSTS MA7ERIA�L 0x2' BY 14 GA. MERE FABRIC OR EQUW. IN STANDARD STRENGTH FABRIC IS USED 24'iAUJN 4'x4` I►iW_ TIEING. BAC FIM 1RENCH WTH NATIVE SOIL OR 3/4' MIASf,M ROCK 10M�I 4' MIN 0 2'x4' WOOD POST --/ ALT: STEEL FENCE POSTS NOTES: A. 7HE FILTER FABRIC SHAW. BE PURCHASED N A CONTINUOUS ROLL CUT TO TIE LENGTH OF THE BARRIER TO AVOID USE OF JORITS, 1I>*N JOINTS ARE NECESSARY. FILTER CLOTH SHALL BE SPLICED TOGETHER ONLY AT A SUPPORT POST. NTH A MUMUM 6 RICH OVERLAP. AND BOTH ENDS SECURELY FASTENED TO THE POST. B. THE FILTER FABRIC FENCE SHALL BE INSTALLED TO FOLLOMI THE COHT&JRS (WHERE FEASIBLE). THE FENCE POST'S SHALL BE SPACED A MAXIMUM OF 6 FEET APART AND DRIVEN SECURELY INTO THE GROUND ( MDAWUM OF 12 RICHES). OR AT 9 MA)GMUM WEN BACKNG IS USED. C. A TRENCH SHALL BE EXCAVATED. ROUGHLY 4 DICH S MADE AND 4 gICHES DEEP. UPSLOPE AND ADJACENT To Tim VOW POSTS TO ALLOW THE FILTER FABROC TO BE BUMED. 0. MIFEN STANDARD STRENGTH FILTER FABRIC IS USED. A MRE MESH St1PPORT FENCE SHALL BE FASTENED SECURELY TO THE IUPSLOPE SIDE OF THE POSTS USING HEAVY - UTY VAIN STAPLES AT LEAST 1 RICH LONE TIE UMS OR HOG RUM THE MIRE SHALL EXM0 INTO 1HE TRENCH A MUM UM OF 4 INCHES AND SHALL NOT DMW MOM THAN 36 INCHES ABOVE THE ORIGINAL GROUND SURFACE_ E THE STANDARD STRENGTH FiLIM FABRIC SMALL BE STAPLED OR WIRI D TO THE FENCE. AND 12 RICHES OF THE FABRIC SHALL BE WENDED INTO THE TRENCH. R E FABRIC SWLL NOT E KnM MORE INAN 36 IN TES ABOVE THE ORICOM GROUND SURFACE FILTER FABW SHALL NOT BE STAPLED TO OOSTM TREES F MEN EXTRA - STRENGTH FILTER FABRIC AM CLOSER POST SPACING ARE USED THE WIRE MESH SUPPORT FENCE WAY BE ELAG NATEC. IN SUCH A CASE; THE FILTER FABRIC IS STAPLED OR MRm DIRECTLY TO THE POSTS MTN ALL OTHM PROVISIONS OF STANDARD NOTE E APPLVI N& Q 1NE TRENCH SHAW. BE BACKFILLED NTH MANVE SO L OR 31 -13! WASHED ROCK H. FILTER FABRIC FENCES SHALL 8E P?EMOVEC 11t1f 4 THEY HAVE SERVED THEIR UWA& PI,TRPOBE. BUT NOT BEFORE TIE UMOPE AREA HAS BEEN PSWANDOLY STA811Lt2ED. L FILTER FABRIC FENCES SHALL BE INSPECTED MEDIMELY AFTER EACH RAINFALL AND AT LEAST ONLY DURING PROLONGED RAINFALL ANY REQUIRED REPAIRS SHALL BE MADE IMIMEDIATELY. a MAINTENANCE: ANY DAMAGED OR CLOGGED FENCE SHALL BE MAIREDf R PL ACED MIED[A TAY. SEDIMENT 181ST BE REIMi D MI#N 1 E SMUDNT DEPM IS 6 NCHES OR GREATER iF CONCENTRATED FL04RS AM EIAOENT UPHILL OF TILE FENCE, THEY WJ1ST BE 1N ERCEPTED NO CONNEVED TO A SEDIiE f TRAP OR POND. GRADING AND EROSION COMMOL NOTES 1. The erosion prevention and sediment control (ESC) measures on the approved plans are minimum requirements. 2. Before beginning any construction activities, establish the clearing limits, install construction entrance, and install erosion prevention and sediment control measures. 3. Before any ground disturbance occurs, all downstream erosion prevention and sediment control measures (ESC) must be constructed and in operation. Install and maintain all ESC measures according to the ESC plan. 4. ESC measures, Including all perimeter controls, shall remain In place until final site construction is completed and permanent stabilization is established. 5. From May 1 through September 30, provide temporary and permanent cover measures to protect disturbed areas that will remain unworked for seven days or more. 6. From October 1 through April 30, provide temporary and permanent cover measures to protect disturbed areas that will remain unworked for two days or more. In addition to cover measures, the Contractor shall: a. Protect stockpiles and steep cut and fill slopes if unworked for more than 12 hours. b. Stockpile, on site, enough cover materials to cover all disturbed areas. c. By October 8, seed all areas that will remain unworked during the wet season (October 1 through April 30). Mulch all seeded areas. 7. Failure to maintain ESC measures in accordance with the approved maintenance schedule may result in the work being performed at the direction of the Director and assessed as a lien against the property where such facilities are located. 8. During the life of the project, the Permittee shall maintain in good condition and promptly repair, restore, or replace all grade surfaces; walls, drains, dams, structures, vegetation, erosion and sediment control measures, and other protective devices in accordance with approved plans. 9. The Permittee shall monitor the downstream drainage features, and shall, with the Director's approval, remove all sediment deposition resulting from project- related work. 10. All work performed shall be per approved plans and specifications only. The Permittee is required to maintain a set of approved plans and specifications and associated permits on the job site. Work shall be performed in accordance with all federal, state, and local laws. 11. As the first order of business, the Permittee shall install erosion prevention and sediment control measures per the ESC and shall install the downstream temporary ESC measures before any site disturbance occurs. Before the temporary measures are removed, install and establish the upstream permanent ESC measures. 12. The Permittee shall at all times protect sensitive areas, their buffers, and adjacent private properties and public rights -of -way or easements from damage during grading operations. The Permittee shall restore, to the standards in effect at the time of the issuance of the permit, sensitive areas, their buffers, and public and private properties and improvements damaged by the Permittee's operations. 13. Permittee shall arrange for and comply with the following: a. Notify the Public Works Department within 48 hours following installation of ESC measures. b. Obtain permission in writing from the Public Works Department prior to modifying the ESC plan. c. Maintain all road drainage systems, storm water drainage systems, control measures and other facilities as identified in the ESC plan. d. Repair any siltation or erosion damages to adjoining properties and drainage facilities. e. Inspect according to the approved ESC inspection schedule and make needed repairs immediately. 1. All trench excavation operations shall meet or exceed all applicable shoring laws for trenches over 4 - feet deep. All trench safety systems shall meet WISHA requirements. 2. Power, cable, fiber optics, and telephone lines shall be in a trench with a 5' minimum horizontal separation from other underground utilities. 3. Adjust all manholes, catch basins. and valves in public rights- of -woy or easements after asphalt paving. 2' COMPACTED DEPTH CLASS 'Er ASPHALT CONCRETE 4' MiN. COMPACTED DEPTH CRUSHED SURFACING TOP COURSE WSMA CATCHBASIN f L J SURGRADE COMP TO 957 MA DENSITY PRIVATE DRIVEWAY CROSS - SECTION NOT TO SCALE 4 0. fs f 0 t3 Z a A Z �h Z w W Z • L) 0 ~ Z w H M Z W >~ W zW H Z� WU) E• q Z d� E A • Qi Ly � H w W CQ W � W V4 w .� i '■"� V2 A M E■■1 f/2 a co 0 0 co co Ce .� w p M 1# o n a Av 0 PROJECT Numeat 06011 SHEEN 1 OF 3 NOT TO SCALE CONTACTS Project Manage /Owner: Darryl Doak, Sr. Doak Homes, Inc. (206) 372 -2280 Design Engineer: Tim Schriever, PE Alliont Engineering & Land Surveying, Inc. (425) 485 -1083 '! I ■ '' LOT 3 LOT 4 LOT 5 LOT 6 LOT 7 LOT 8 LOT 9 LOT 10 LOT 11 073300-010 073300 -020 073300 -021 073300 -025 073300 -030 073300 -031 073300 -032 073300-033 073300 -034 UTILITY LOCATION _ NOTE; 1. Prior to starting construction, contact ONE -CALL -(1 -800- 424 -5555) a for utility locations. -- FOR 2. It is the contractor's responsibility to verify the location and a eve � � MCE of all utilities and drainage facilities prior to construction. mw 2 2006 CONTRUCTION SEQUENCE yOfTUk%V11 R1ITI noor nnRcT 1) ATTEND PRE - CONSTRUCTION MEETING. 2) FLAG OR FENCE CLEARING LIMITS AND INSTALL FILTER FABRIC OVER EXISTING CATCH BASINS. 3) INSTALL PERIMETER PROTECTION (SILT FENCES, ETC.) 4) GRADE AND INSTALL CONSTRUCTION ENTRANCE TO LOTS. 5) CLEAR FOR AND INSTALL SEDIMENT TRAPS IF NECESSARY. 6) CLEAR, ROUGH GRADE, STABILIZE SITE AND CONSTRUCT BUILDINGS. 7) INSTALL SIDE SEWER, WATER SERVICE AND OTHER UTILITIES. 8) INSTALL ON -SITE STORM DRAINAGE FACILITIES. 9) MAINTAIN FILTER FABRIC OVER ALL CATCH BASiN GRATES. 10) MAINTAIN EROSION CONTROL MEASURES IN ACCORDANCE WITH TUKWILA CITY STANDARDS. 11) COVER ALL AREAS THAT WILL BE UNWORKED FOR MORE THAN SEVEN DAYS DURING THE DRY SEASON OR TWO DAYS DURING THE WET SEASON WITH STRAW, WOOD FIBER MULCH, PLASTIC SHEETING, OR EQUIVALENT. 12) COMPLETE FINAL GRADING AND PAVING OF DRIVEWAYS. 13) STABILIZE ALL AREAS WITHIN SEVEN DAYS OF REACHING FINAL GRADE. 14) HYDROSEED (OR EQUAL) ALL DISTURBED OR CLEARED SOILS TO REMAIN UNWORKED FOR MORE THAN 30 DAYS. 15) CLEAN OUT STORM DRAINAGE SYSTEM. 16) UPON COMPLETION OF THE PROJECT, STABILIZE ALL DISTURBED AREAS AND REMOVE ALL ESC FACILITIES (BMP's) ONLY WHEN ENTIRE SITE IS STABILIZED. r LEGAL.-DESCRIPTION: LOTS 3 THROUGH 11, BENNETT'S INTERURBAN TRACTS KING COUNTY, WASHINGTON. CUT 0 CU. YDS PER LOT FILL i i 0 CU YDS PER LOT SHEET i SPECIFICATIONS AND DETAILS SHEET 2 EROSION & SEDIMENTATION CONTROL PLAN SHEET 3 GRADING & DRAINAGE PLAN c� V Vti� C YOF :1.; LA PEMT CURER VICINITY MAP ?� X Z � r 0 a • 0) w v7 Q 1 0) . M 3 to A `� CID Z . V N W Y CID T N W Oa 0 00 m �O 0. fs f 0 t3 Z a A Z �h Z w W Z • L) 0 ~ Z w H M Z W >~ W zW H Z� WU) E• q Z d� E A • Qi Ly � H w W CQ W � W V4 w .� i '■"� V2 A M E■■1 f/2 a co 0 0 co co Ce .� w p M 1# o n a Av 0 PROJECT Numeat 06011 SHEEN 1 OF 3 NOT TO SCALE CONTACTS Project Manage /Owner: Darryl Doak, Sr. Doak Homes, Inc. (206) 372 -2280 Design Engineer: Tim Schriever, PE Alliont Engineering & Land Surveying, Inc. (425) 485 -1083 '! I ■ '' LOT 3 LOT 4 LOT 5 LOT 6 LOT 7 LOT 8 LOT 9 LOT 10 LOT 11 073300-010 073300 -020 073300 -021 073300 -025 073300 -030 073300 -031 073300 -032 073300-033 073300 -034 UTILITY LOCATION _ NOTE; 1. Prior to starting construction, contact ONE -CALL -(1 -800- 424 -5555) a for utility locations. -- FOR 2. It is the contractor's responsibility to verify the location and a eve � � MCE of all utilities and drainage facilities prior to construction. mw 2 2006 CONTRUCTION SEQUENCE yOfTUk%V11 R1ITI noor nnRcT 1) ATTEND PRE - CONSTRUCTION MEETING. 2) FLAG OR FENCE CLEARING LIMITS AND INSTALL FILTER FABRIC OVER EXISTING CATCH BASINS. 3) INSTALL PERIMETER PROTECTION (SILT FENCES, ETC.) 4) GRADE AND INSTALL CONSTRUCTION ENTRANCE TO LOTS. 5) CLEAR FOR AND INSTALL SEDIMENT TRAPS IF NECESSARY. 6) CLEAR, ROUGH GRADE, STABILIZE SITE AND CONSTRUCT BUILDINGS. 7) INSTALL SIDE SEWER, WATER SERVICE AND OTHER UTILITIES. 8) INSTALL ON -SITE STORM DRAINAGE FACILITIES. 9) MAINTAIN FILTER FABRIC OVER ALL CATCH BASiN GRATES. 10) MAINTAIN EROSION CONTROL MEASURES IN ACCORDANCE WITH TUKWILA CITY STANDARDS. 11) COVER ALL AREAS THAT WILL BE UNWORKED FOR MORE THAN SEVEN DAYS DURING THE DRY SEASON OR TWO DAYS DURING THE WET SEASON WITH STRAW, WOOD FIBER MULCH, PLASTIC SHEETING, OR EQUIVALENT. 12) COMPLETE FINAL GRADING AND PAVING OF DRIVEWAYS. 13) STABILIZE ALL AREAS WITHIN SEVEN DAYS OF REACHING FINAL GRADE. 14) HYDROSEED (OR EQUAL) ALL DISTURBED OR CLEARED SOILS TO REMAIN UNWORKED FOR MORE THAN 30 DAYS. 15) CLEAN OUT STORM DRAINAGE SYSTEM. 16) UPON COMPLETION OF THE PROJECT, STABILIZE ALL DISTURBED AREAS AND REMOVE ALL ESC FACILITIES (BMP's) ONLY WHEN ENTIRE SITE IS STABILIZED. r LEGAL.-DESCRIPTION: LOTS 3 THROUGH 11, BENNETT'S INTERURBAN TRACTS KING COUNTY, WASHINGTON. CUT 0 CU. YDS PER LOT FILL i i 0 CU YDS PER LOT SHEET i SPECIFICATIONS AND DETAILS SHEET 2 EROSION & SEDIMENTATION CONTROL PLAN SHEET 3 GRADING & DRAINAGE PLAN c� V Vti� C YOF :1.; LA PEMT CURER VICINITY MAP r PTN, NW1/4 SECTION 10, T23N, R4E, W.M. f G f 5 o � srAU. iuzEb. ul ACH. B ING SHE P � ON T 1 � \ v •, ... Q O Q — 10 O a O O O Q O 0 BELOW INVERT STABILIZED CONSTRUCTION ENTRANCE p`e ' •:� X • Ra ?' / '.. • • •. Owl "o f �, • ; ::4 QUARRY SPALLS ' •' ; w • �� • . • INSTALL CULVERT�� IF NECESSAR Y • � ;' •. • :.: �; . ,; .: ' • TEXTILE FABRIC UNDER a ' QUARRY SPALLS l% \ SIDE VIEW (MARAFI 60OX OR EQUAL) NOT TO SCALE I \ � / P s s9 ► f• ' 0IJ \ \ \ / ABILIZED CONSTRUCTION ENTRANCE NOTES: R 007 • D OTHER OB C71�ONA8 E THE ENTR THE QU�ARRYY SP CLEARED OF BE PLACED O THE SPECIFIED DIMENSIONS. ANY DRAINAGE FACILITIES REQUIRED BECAUSE OF WASHING SHOULD 'QS`A \ BE CO ACCORDING TO SPECFICA710NS IN T PL AN. I WAS RACKS ARE USED. THEY SHOULD BE AGGREGATE: I NSTALLED 4 TO it QU ACCORDING TO F WSDOT SM. SPECS SEC 9� c 2 -13.8. 3. ENTRANCE DIMENSIONS: THE AGGREGATE LAYER MUST BE AT LEAST 1Y THICK. IT MUST A BAS�I�t'C TECTIbN OVER \ EXTEND THE FULL WIDTH OF THE VEHIMLAR INGRESS AND EGRESS E LENGTH OF \ INSTALL C l THE ENTRANCE MUST BE AT LEAST 100 FEET WHERE PHYSIC ALL 00 NG Al - IN ST CATCWBASINS \ 4. WASHING: IF CONDITIONS ON THE SITE ARE SUCH 7HAT MOST OF THE MUD IS NOT REMOVED FROM VEHICLE 71RES BY CONTACT IM7H THE ROCK ENTRANCE, THEN THE TIRES MUST BE WASHED BEFORE VEHICLES ENTER A PUBLIC ROAD. WASH WATER MUST BE CARRIED AWAY FROM THE ENTRANCE TAD A SETILING AREA TO REMOVE SEDIMENT. A WASH RACK MAY ALSO BE USED TO WASMIG MORE CONVENIENT AND EFFECTIVE. TIVE. SAW AND REMOVE ASI�HALT P ENT MA O � 5. MAINTNNENCE: THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT LIMIT CLEARING (TYP) , �� SOUTH 37 0 TRACKING OR FLOW OF MUD ONTO PUBLIC RIGHTS - OF - WAY. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH AS CONDITIONS DEMAND. AND REPAIR AND /OR CLEAN OUT OF ANY g \j S // ,� 2 \ \ Z \ / STRUCTURES USED TO TRAP SEDIMENT. ALL MATERIALS SPILLED. DROPPED. WASHED OR 2 STOW. TRACKED FROM VEHICLES ONTO ROADWAY OR INTO STORM DRAINS MUST BE REMOVED % 10 w � ENT / / ' IMMEDIATELY BY SWEEPING. THE PAVEM SHALL NOT BE CLEANED BY WASHING DOWN THE •ry.,� \ �• / STREET. EXCEPT WHEN SWEEPING IS INEFFECTIVE OR THERE IS A THREAT TO PUBLIC SAFETY. /, / / \ �� \ �•,� C, ALL RUNOFF AND WASH WATER MUST BE TREATED TO PREVENT SEDIMENT LADEN WATER �.� i \ \ ,► / i FROM ENTERING DOWNSTREAM DRAINAGE COURSES. f 101 5 \ \ \ / A; \ . + � f `'� ��,• 11 / _e J INSTALL TEMP Y , IN ABiUZED CONSTRUE ON ENTRANCE \ f T fENCE 1 0.• ACROSS SWALE A PR \ ON SHEET 1 \ \ \ NE AND ADDITION LOCA TRAP j i •�� NOTES: ` IMENT AS NIECE Y T \ i a , SEE TESCP SPECIFICATIONS, TEMPORARY SILT FENCE DETAIL AND SI T LADEN SITE ATER , S •gy .y S ILIZED CONSTRUCTION ENTRANCE DETAIL ON SHEET 1. \ \ � �� i� \ 2.) / ,,,• CP R \ AND p AINA Eq�FMEN= �� * � t �•( \ .r / �� \ y 1 ,�` � / RGE F OR FOR MHO �p5 \ ♦ 1 �y / �i / / �U BENEFIT �• EGRESS �' \ / �' / of LOTS s. . unu nEs is N. \ .� \ INSTALL CATCH TION OVER �. �/ // - \ --15 1 AND 1 STING AND . CATCH BASIN -- - -- . CONSTRUCT SURFACE WATER B \ + { f - ^,�� DIVERSION SWALE \ CROSS SECTION C--C �' + \ �' •�o / `"i / +y' . INSTALL CHECK DAMS PER DETAIL + s- -or \ ,l' ALONG ALE TO CREATE SMALL SEDIMENT \ +� TRAP PONDI AREAS AND PREVENT EROSION ti \� j , �, •nA db p f % / ,' ti 8\ \ . 4 %�� \ v \ � SILT FENCE .�� OPE LIE'S - - � DETAIL 1 \ N. •� ` _ 1 ELEV. DATUM: NAVD 1588 \WTALL TEMPORARY SILT FENCE AS NECESSARY - TO PREVENT SST LADEN WATER FROM ENTERING STORM ORAMN r • • ROCK CHECK DAM DETAIL NOT TO SCALE ROCK GRADATION REQUIREMENTS FOR CHECK DAMS AND 12" PIPS 6" i 00X PASSING W SIEVE 40 -609 PASSING 6" SIEVE 0 0 p p O 0 --109: PASSING 2" SIEVE CHANNEL 0 � 0 p 0 SEE ROCK GRADATION D VTRW = ENTRANCE 2.5' MIN V KEYED 100 INVERT O FLOW ) 2.5' MIN l%U w ku rcr _ i O n n rti J 1 KEYED a Fi REUArto CF TV In TLrIC'.'ltA % %. v ."t PEFMT CENTER 0 N F 3 x Z�v-00� w • 00 11) & > 0 to On W Q en 0 3 N to X to F Y to N � N N� N o .. p�m` a s W 3 O E Z H . W � � A � W Gct � Z W iS ; l Za � ca w U1 0 E -I co 0 � W Z .� 0 Vol •- ul Go a '' A 0 a u O uj W a E-4 V z N Z w 0 co �z a40 W CQ � .� ZW 0 a co W� a o� H A � Z PROJECT NUMOM 050 11 s DIVERSION SWAL5 CROSS - SECTION C- NOT TO SCALE :.; 1 . .l L. . _ �•1`•_._ GAP \�• \ G� FNY �G �Gv� G � X i �. 5 � J � S CATCH BASIN PER PLAN 0 2" COMPACTED DEPTH CLASS "B" ASPHALT CONCRETE 2" CRUSHED SURFACING TOP COURSE WIDTH ACE COMPACT SUBGRADE AND SIDE SLOPES TO 95: OF MAX. DENSITY 4" MIN. CRUSHED SURFACING BASE COURSE ' O ACCESS ROAD CROSS— SECTION A —A . G /,' �, ♦ y �0� P G � ` 16 \ ` / \ NOT TO SCALE Nv ELEV. DATUM: NAVD 1988 se TBM: IE 12" CPEP IN B37 c� ti- tic • ��l � , ` �°�; Q ,�� . so / G Af \ F-• W a a Z F N x w / S \o / ��r `� ? ��`� l 1 "1 G �Z G•, O N, P �'� ��h. \ 12' TYP. Ni .01 % C&, % 10., itc7y�i Ay�• • �g . / �o�cnc�- \ No s \ P g �d��:�e`'o's O 18" DEPTH - S LOP E NJ 10� `l NoTEEO SWALE WITH NATIVE / \ o f \ G / P \ GRASS LAWN MIX AND MULCH WITH 3' DEPTH STRAW. F 5 \ S 2. SLOPE CENTERLINE OF SWALE • /^� / �\ O •o 0.50% MIN. AND 3.0% MAX. / h / . •�� 5 a� ' \ 'P�, / �c�� \ `L A� 16 3. CONSTRUCT SWALE WITH 4:1 / \ 's' •� / '� h '\ \ -(1 MAX. SIDE SLOPES TO ALLOW FOR LAWN MOWER MAINTENANCE. rj 0 9 • . GRASS LINED SWALE 1� / T sz. P ,N o? j� \ CROSS — SECTION B--B - s � A;i \ °� /y� 5 • e-•� \ \ NOT TO SCALE Nu O ��' p1 r CONSTRUCT"GRASS LINED, SWALE �' h� 6`INF k ' \ �� '° 9 F �'� \� S� � �• �Fd� PER CR SS SECTION 6 8 S a / / � 10 .. Q P y• t � �p // GLP- 9 c �s 4ti �S� \ �• �` / ���e ' � �,otdo' `�5� � G� o P F �. 2 *� I u• 6 °�� S \ O • e� h� ��31. �1 , . , ., OVA A Id ��t �09s Og \ \ \ �� y y� '� 6• �� ��;• �,� DR1� / / AND p a CA FOR j GRE ` FoR jss. EGR , �a OF L OTS • Un�1nES ''�' P �NP G � \ �, \ \ h 90 0 Q k`GgQ• ���16 Q / / O �y G '�$ O•y-- j 6-- - — 9. 10 AND ? 1 • pR / O 1 oe C,y '� 13 NO AG NY or �a o ho �I 4®r v y \ \ �/ \` F 'Y� C ✓ ( C OQ cam' 4 0> 4 e op �� _ 14 C • 0 0 N N N X • Q Z���L� • > O) w U 0 N co Y N W_ (o cV O C-4 N O .. �ODm�O a W O H E-+ � A A w � I Z I A W � w � � A M W Z U � O ca � a A Z w OD o W Z cQ ZW o � Z • W� aQ 0 v H A it Z PROJECT NUMBER 05011 SHEET 3 OF 3 u ROAD AC WIDTH V G DRAINAGE NOTE- . ALL ROOF AN DRIVEWAY DRAINAGE VALL BE DISCHARGED DIRECTLY TO THE STORM DRAINAGE SYSTEM THAT DISCHARGES TO THE DUWAMISH RIVER. CaYOFTUAVILA P€MT CENTER r C RAM DE -604, Inc. Reserves Al I Legal Rights To Material On This Sheet — Subject To Criminal Prosecution ELEVATION GENERAL NOTES HOUSE "MR OR ADDRESS TO WE P05MP AND PLAINLY VISIPL..E FROM STREET FRONTING STRUCTURE CONTRACTOR TO CHECK AND VERIFY 601L ANP SLOPE CONDITIONS PRIOR To CONSTRUCTION CRANE DESIGN SHALL M NOTIFIED OF ANY CHANCE RE TO COWITIDNS ON SITE!! FOUNDATION GENERAL NOTES * ALL FaMATION FL OOR J05T TO M 2 "XIO HF #2 @ w o OC. WV V FaWATM VENTS = % 5q IN- 554A M = * 1 z 025_ W /10 w 7 s W4P PROV /VE ( 1 ) jCxb" VMrS WV FOUNDATION VENTS = 96 Sq IN NI FT t - = N A M = *12 N A M / /A mws RF�v PROVIDE ( N /A) Wxa" vENTS * 15RIPOING NOT TO EXCEED 8 =0' 041. * ANCHOR DOLT Y1WAS ER5 SHALL M VW'x114 * ANCHOR DOLTS SHALL EXTEND 3/4" MIN. W. DAL. OR SINGLE RPSILLS FOR WASHERS & NaJfS. * ALL INTERIOR POSTS ® CRAWL SPACE SMALL HAVE P05ITIVE TOP & WTOM CONNECTION. ** ALL / F 0 0 r IN � C�S @ P OF 17:0"ATION SHALL PE J V u.L!_.t�. (U NP.) * CRAWL SPACE TO HAVE Wx2W" MIN. CRAWL SPACE AC(.E5+5. * CRAWL SPACE& CONCRETE 6LA15 LET 15ASEM EW TO HAVE 6 MIL. MACK VISQW -EN VAPOR 15ARRIER. * aUUDER /CONTRACTOR TO VERIFY FURN. & POOR KNOGKOMS PRIOR TO LONSTRUCTION. * ANY FOUNDATION OPENINGS TO M MIN. S" AWAY FROM ANY HIOLDOWN. * MIN. CLEARANCE FR W, SOIL TO JOIST TO PEE FROM 15EAM. (I C�ENE� �N�ES II I LIVM AREA I Mama FL&Im V00 • FT. T om- - 2221 • Fl: I.11 FLObR; N/ • Fr. t"mm N/A • Fr. LOWez f Lbm- 891 • Fr. 6 ARar : 480 • I=r * ALL HEADER5 TO W- 6x8 DFot (2x6 STLD WALLS) WWNl3.) OR 4x10 DF#Z (20 STW WALLS) (UNA * ALL DCiERM & OAP -46E WARM WAILS TO aE 2x(, STL©S.(VND.) * CONTRACTOR SHALL GHEGK AND VERIFY ALL DK4345101 PRIOR TO CONSTRUCTION. * SEE SLEETS 6 Tl•ROu'� 54 FOR CON`'TRUGTION AND NALIIVG SPECIFICATIONS * 6UI'TERS & DROWN SPOUTS TO WE PROVDED A5 REq by cODE. * AIL. P6LT6 MUST EXTEND 3/4" MIN. A OVE DOICLE OR SIPKL.E MIP SlLS FOR WASHERS AND NUTS * EXTERIOR DOORS TO HAVE MAK 7 3/4" STEP WITH MIN. °fib" DEEP LANDING * PROVIDE FIRE STOPS @ ALL 6ONCE&W DRAFT OPFNN & * ALL DR. TO 019EN DUE, IF NOT 13-V16, TO CE SAFETY 6LA55 * PROVVVE 6x POST OR 6" GONG_ Cl" TO PR Ci T Wr WATER EATER & FUZ ACE FROM VEH16AE5 * Ar MIN. LAP SPLICE @ DVL TOP PLATE- * 9AOKE DETECTORS TO DE INSTALLED IN ALL SLE� R06MS & AT A POSIT GaffRALL Y LOCATID N A HALL. OR AREA PROVM Aix TO A qlffliG F." ALOW WITH DETECTORS CENT#JLLY L06ATEP ON ALL FLOORS, HOT WIRED & TED W/ PATTERY WK-A'. * EE FC TRICAL OUTLET' & L VAf17 G LAYOUT PER OWNER * FA5 345 1145rALLID 94 PRESERVATIVE- TREATED WOOD StWL DE WF--P RP OALVANOD TM Wo" iswa Kiraim FAN (o IOOI m mom " rvp MeR 5661T t fwr Me ATV WBROF P6M MIR Mt P/fspft iw"- PATHROM FAN (2) 56"m LAUNDRY FAN 0) WME "am elm 4 C ®RnA+� UTE FLOOR ;I* PLAN G NEI i NOTE6 I. ALL F.om V5T TO re le 01151- L MESS �VrW O � f f i ER W K IE 2. 6011 f t.,OMNG W ar EWEW IO--O OL_ 3. ALL VF-*JS APOVE PLATE TO HAVE A-6. MTL ROOF PL GEN ERAL NOTES S * OV& CARRY . 5 & pE - 1146N M & ORAGED TO ~ 5PEG5 * TRlosm WI.L NOT DE R" ALTERED WITHOUT PRIOR DUI.DMe DWI APPROVAL OF 001C.ER110 6466. * OV& 1 AVE DESIGN DETAILS & DRAWIWIS ON SITE FOR F" W156TM * ALL mmo & mADERS TO DE 6 X w OR mrTER AND. * PROVIDE 6c PEENW IX0~ OVER SPORTS * WM AREAS =t FRAME OVER s TRll55E5 OULL DEDE FELD WAAM PRIOR TO ORDERM6 ATTIC VENTILATION ROOT= NOTES: I370 6Q_ FT *144/300 — _ &7b Sq IN. MATERIAL: 6P. 657.6 5q. IN.xI.2 = MIZ 6q. IN RE PITCH: PROVIDE 2 2 — Sq . IN. +/ HIOH SR / OVERHANG : „ - IA ?. FT X144/ 3 00 — �_ sq. IN. GAME EIS �2.. NIA Sq. 1N AI = NIA 6q. IN. RE(. PROVIDE _W/ `„Q. IN. +/- LOW PROVIDE Sq IN. / HM 661A: 5 R.S. CEDAR 6E6T ION THRU GENERAL NOTES REFER TO FRAMING PLANS AND SHEETS 5 1 THRU 54 FOR TYPICAL CONSTRUCTION AND DETAILS. WEATHER PROTECTION UNDER ROOF MATERIAL & EXTERIOR SIDING. TYPICAL INSULATION: (UV._ES6 OTHERWISE NOTED) CELING: R -V IXW' VAST: R -30 WARM WALL R - 21 FLOORS: R- NNOTE Ali Dimensions 6hai i Coe aecked And Verified Prior To Construct for FRONT ELEV. 1/4 11 To Reorder Plans i ft q NOT16E: THE DRAWINGS SET FORTH ON THIS SET OF BUILDING PLANS A5 5 OF SERVICE, ARE AND SHALL REMAIN THE PROPERTY OF GRANS DESIGN, W. THE FLANS ARE 6OPYRI6l M MATERIAL AID THEIR USE IS LIMITED TO THE GONST KYwTION OF ONE 6T WTU;M WITHIN ONE Y EAR OF RlFZM6E PY TIE 6F RED OF aNP iFIG R- 61M. ANY UX PERMQN 7 DE5 , V "ORS WILL W - PROSECAM IN FEDERAL. COIWT FOR COPYRI6t ff #SMNMoENr WITH FIDES I F TO 0,00000 VIOLATOR WILL PAY All. ATT FEES & COURT COSTS. WRITTEN PFAMSIONS ON THESE DRAWIN615 SMALL HAVE PRECEDENCE OVER SCA" PMNISIONS. CONTRACTOR SHALL CHECK & VERIFY ALL DIMENSIONS AND CONDITIONS PERTAINING TO THE PROZCT PRIOR TO PROCEEDING TO THE COfNSTR Y.,TION PHASE. CRAM DESIGN, WG. MUST cc MOTIF OF ANY VARIATION FROM TM AP/49 CONDIT10N5 SHOWN ON THESE DRAWIM75. ANY S(YA VARIATION SHALL M RI=SGLVED 15Y GRAPE DE5t6N, INC. PRIOR TO PRO CEEDING WITH THE WORK OR THE � SSNiN W R�AO -111( IS WO-r -W ON CRAPE DESIGN, INC., OtR LI* LITY TO YOU OR ANY THIRD PARTY SHALL NOT' EXCEED THE PRICE PAID FOR GRAVE PF-64 'S PROPWT. 6YM6GL!5 LE6ENP E'er ► " �" r a► f REVIt1�ED FOR CODECOMOL 8 00"AlMn Jig 2 9 2006 R� I11 nTI►I�" nz1IT�1��' n 2 PENAT CENTEII INCOM PLETL 00 .. - . 40 2005 CRANE DESIGN, Inc. 1 • aA s s r ba z W O O D 1k 0 IL ate 3 Q 8 W a Q w s Io /00 COVER SHEET C 1 059901 t 6 Aj CRANE PE-616N. Inc. Reserves Al I Legal Rights To Material On This Sheet - Subject To Criminal Prosecution REAR ELEV. 14' LEFF ELEVATION- 114 11 A" D'- ens�cns ' De C'ecke,1 Ard Verif Ted Pe- :or to Construct ro Reorder Plcns 4 RIOHT ELEVATION 1/A "" FRONT ELr 114 f REVIELNED FOR CODE COMPLIANCE ,ft annAl m n MAR 2 9 2006 Clty Of Tukwila R11Tf MOP ^'+ RCTnP "AR FASCIA FINER & WRVM TRU fiECEMO CrWOFTUMIA V R •3 ; ,et i C `AUT COUih a G VRAN; JES l, ' nc. 1 tW P I ;: b ej I pp b8 F U al 1'% q l: r T s fil 0 LL to M X11 V b Q � � R�w � V W o it 4u CS a � � o � � w >oi -90 EI - Z. 7 44ULem 050901 01 I 6 -.AA r wo CAZA1\E PF-SIEW Inc. Reserves Al l Legal Rights To Material On This Sheet — Subject To Criminal Prosecution N *6/% RACTOR NOTE A i Pirrens ions 6h a! I Oe Ctecked And e'er i f :ed Prior To Go nst ruct ion. IF 4 .� / ffOUNPATION PLAN I/4' To Reorder Plans ON r 20 51ws RM WEST 0 it 494 '>/4" 'flkb PLY- 51if. OR 05D 16d ® 8" ". \lVQ / / .- ---R - W. / r / �/�ir ��p I �r - L tag. W��� . Rf..fM�� f f Z - FtMW 04 tN TYR TWO STORY FOMPATION NOTE= -SEE FASTENER 6aEPuLE ON StEr 53-A OR TALE PAMXI)RG FOR PRAGED WALL PANEL GONNEI.TIONS TO FRAMING -FOR SILL AWAIORA E TO FaMATION SEE PETALS REFERRED TO ON FaWATION PLAN_ -FLOOR JOISTS PARALLEL TO TIC TOP ALATE ON AN INTE=RIOR WAaP WAI-L PANES_ 6HALL M TOE NAILED TO THE TOP PLATE 1M I AT LEAST Sd NAL.S SPACED A MAXINM OF (o WES ON GENTER- TOP PLATE LAPS AT INTERIOR BRACED WALL PANELS SHALL M FACE NALED V ffh AT LEAST EI6! 16d NALS ON EACH SM OF THE SRJ(1E_ r f 1 1 I 1 r ' r f r 2 i 2al L_ / f f' f - PR-OVIPE DOWLE i0lST6 UNDER 14TIERIOR PRAGtP WALL PAWLS RIM N& PARALLEL TO FLOOR JOISTS CODE COMPLIANCE 0" tiIr AR C' I)D!540000 <l f • mp 2 , n.. 0 POW GMTlEh aPYREW 0 2005 CRANNE JP.S!GN, inc_ 0 V � sad 11 1 lilt Kx b 3 1H Is 1,0 ; , t oil I hift 0 Im tL _ CV z �w W 4 Lu 4 S q s • 10 FOUND. / liRl!`em 050901 it ..AA � I 2x6• P.T. MP-%L G�Nf- ROAR FOR FJl �d• � SiH�A W ALL I WNW- GRADE A, VA P6 R PAR ., 't ti ev L i�I • - W_ LESS y TT O_ OF Ff6 it MR �/�ir ��p I �r - L tag. W��� . Rf..fM�� f f Z - FtMW 04 tN TYR TWO STORY FOMPATION NOTE= -SEE FASTENER 6aEPuLE ON StEr 53-A OR TALE PAMXI)RG FOR PRAGED WALL PANEL GONNEI.TIONS TO FRAMING -FOR SILL AWAIORA E TO FaMATION SEE PETALS REFERRED TO ON FaWATION PLAN_ -FLOOR JOISTS PARALLEL TO TIC TOP ALATE ON AN INTE=RIOR WAaP WAI-L PANES_ 6HALL M TOE NAILED TO THE TOP PLATE 1M I AT LEAST Sd NAL.S SPACED A MAXINM OF (o WES ON GENTER- TOP PLATE LAPS AT INTERIOR BRACED WALL PANELS SHALL M FACE NALED V ffh AT LEAST EI6! 16d NALS ON EACH SM OF THE SRJ(1E_ r f 1 1 I 1 r ' r f r 2 i 2al L_ / f f' f - PR-OVIPE DOWLE i0lST6 UNDER 14TIERIOR PRAGtP WALL PAWLS RIM N& PARALLEL TO FLOOR JOISTS CODE COMPLIANCE 0" tiIr AR C' I)D!540000 <l f • mp 2 , n.. 0 POW GMTlEh aPYREW 0 2005 CRANNE JP.S!GN, inc_ 0 V � sad 11 1 lilt Kx b 3 1H Is 1,0 ; , t oil I hift 0 Im tL _ CV z �w W 4 Lu 4 S q s • 10 FOUND. / liRl!`em 050901 it ..AA qb CRANE 9E51GN, Inc. Reserves AI I LegoI Rights To Mote rioI On This Sheet —Subject To CriminoI Prosecution i zn N *CON_.PA:G 0e i Orr AI I P .—pensions 5: It pe Chec:ced Aad Verified Prior To Construct ion i WALL Yuri M NO LFPER —./ FLOOR 060-RS IS TO M FWA%CP WITH 24 IE#Z A W / O f ., GO FROM ThE LO W E R YR � L 000 DOT TOM PLATE TO THE UPPER LEVEL TOP PLATE WAIN To Reorder Plans • NOTE: SEE FASTENER SCHEME ON SHEET 53-A OR TALE Rf M2 (I)R,6 FOR PAR I" WALL PANEL CONNECTIONS TO FRAMiV6. -FOR SILL ANCHORAGE TO FaWATION SEE DETAUS TO ON FORMATION PLAT' —FLOOR JOISTS PARALLEL TO THE TOP PLATE ON AN INTERIOR PRAGED WALL PANEL SHALL 15E TOE NASD TO THE TOP PLATE WITH AT LEAST Sd NAILS SPACED A MAXIM M OF 6 INaE5 ON CENTER. TOP PLATE LAPS AT INTERIOR RAGED WALL PANH_S SHALL. PEE FACE NAILED WITH AT LEAST EIGHT 16d NAILS ON EACH SIDE OF THE SPLICE. .. ,� i / . �► �. i' ii► ' ' ' 1 REVIEWED FOR CODE COMPLIA4ICE AOMMICO MAR 2 9 c0»6 1 4 J CW R O E C0 psi CIEN(Eh coP*i enr a 2005 CRANE DESIGN, Inc_ 0 r bil 5 li 1aae i� O M 00 N v Z • s 5 Us rk 14 3 31 {0/ 05 LOVER FLOOR 050901 ...MA GRATE V156 N, Inc. Reserves All LegoI Rights To M rIaI On This 'Sheet —Subject To GriminoI Prosecution PT 2-xr DK JSTS WO- c- BACK MIN Id -d' INTO STRUCTURE & NAIL TO Z la' W /W(d @IV ox. STAGGERED ,JV►. TOR NiGTE. AI I Pirriiensions ShcI I De Checked And Ver i f ied Prior To Construct ion. • i I-NP FLOOR FRAMING To Reorder Plans s iii f r NOTE: —SEE FASTENER SCHEDULE ON SHEET S3--A OR TA" R602.3(I)IRG FOR WA6EP WALL PANEL CONNECTIONS TO FRAMING. —FOR SILL AN6 TO MWATION SEE DETAILS REFERRED TO ON FOUNDATION PLAN —FLOOR JOISTS PARALLEL TO THE TOP PLATE ON AN INTERIOR BRACED WALL PANEL SHALL fE TOE NAIL EP TO THE TOP PLATE WITH AT LEAST Sd NAILS SPACED A MAXIMIN OF (a INCITES ON CENTER. TOP PLATE LAPS AT INTERIOR BRACED WALL PANELS S" ALL M FACE NAILED WITH AT LEAST DOM 16d NAILS ON EACH SIDE OF THE SPLICE ../ ► r/ i / l ' REWEWED FOR CODE COMPLIANCE 'inno fun MAf, ? 4 ? N YWOOP TO EXrENP` R TOP PLATE TO WAY UP TWA TOM CHORD TYP 1)D5 ftwow if PERT ULUIth ca; � ® 2005 CRANE DES!GN, : ;c. a If I bS it ;.Oxl Ilk f 41 IRV r11 O a Z 0 a Z Q s 3 10/05 FLOOR 'RAMIN� 05090 S 8 -AA • C4ZA E DESIGN, Inc. Reserves Al I Legal Rights To Mater W On This Sheet -- Subject To Cr iminal Prosecut Ion _I <.t?NT! rOR WFE A. I D i;rens i ons Sna I I De Checked And %'er ; t i ed Prior To Gcr. r .,ct i on ff 4 615=-e MAIN FLOOR PLAN 1/4� To Reorder Plans 000 WA NOTE -SEE FASTEI -R SCHEDULE ON SKEET 53—A OR TAME R66nXI)IR6 FOR GRACED WALL PANEL 6~- ,6TI0N5 TO FRAMING. -FOR SILL ANC.f'tORAC�E TO F~ATION SEE DETAL5 REFERRED TO ON F~ATION PLAP -FLOOR JOISTS PARR LEL TO THE TOP PLATE ON AN INTERIOR $RACED WALL PANEL SHALL DE TOE NAMED TO THE TOP PLATE WITH AT LEAST Sd NAILS SPACED A MAXIMIr1 OF 6 INCHES ON CENTER. TOP PLATE LAPS AT INTERIOR BRACED WALL PAhQ_5 "J- M FACE NAILED WITH AT LEAST EIGHT f 6d NAIL5 ON EACH SIDE OF TIE SPLICE_ i' ► 2 R��W COD BAR 2 � ci ty of I LIVIlla n . tv CRY n ;..; pEr" l %A:fq (F-h ® 2005 C RAVE DLESIG , =r;c. s 9 Ito O �s sa €bib U- Z 0 UJ 4 ai Y 10 1 65 MAIN FLOOR 5 /7 050901 6 6 AA r • GRAM PESM. Inc. Reserves All LegoI Rights To Mater On This 'Sheet —Subject To GrIminai Prosecution NOTE TRLJ66 MANUf. TO VERIFY SPORT FOK TRIY��ES @ CHIMNEY �.,,W RA6_M VOFE= JAI ► P ;- .- erS:�nS � a. E Ce Checked J� V et • a e� Frio- to GO:+st ►IiC► I It. • f W /ZXA Me ,ISTS @" 0 -c. ROOF PLAN I /4 )) To Reo. der P l GnS • a • RE%Ey ED CODE COMPLIA �,t�no�e CrTy u� uo: Ip . •owmdv a 2005 C RANE DES!CV, irc. f a 0 U_ v Z Z w 0 vc ROOF PLAN ww*lt 050901 S €.7 'Ai r 6 AA r GRAM DE616N,Inc. Reserves All Legal Rights To Material On This Sheet — Subject To Criminal Prosecut Ion -- - - - - 12" (Ir THKW EMt W /0" AN64 e POSTS --- ---- - - - - 6-99'' ROOF PLAN I/4 REAR PORCH OPTION #I REAR ELEV. 114° .0�- rcJtiG�Oe tiG'__ A!I Pimers:ons c�:.'! be Checked And Verif=ed Prior To Constructio. s q RI6111 ELEVATION I/4 To Reorder Plar,s [EWED EOR� COMPLIANCE alonumn A 2 9 7006 City OI 1umnia Ct7Y0� ft.'K+r4Ti.A 11,'-R 23 POW1 cEtyTEh 0 2005 CRANE DES'GN, Inc. 5 fit a hi � � i pE fi� �E�BEtE4�3 0 t"z c� 4 It It ku �a `l t%5 OP T IONS r 050901 "AA ROOF PLAN -_ REAR PORCH OPTION #I REAR PORCH OPTION #I 1 1 I I•. � ' , i 1 I ( I I •� i I I GONG. � � F , ' PATIO j 1 � I i I I t I 1 I I 1 I 1 Ta 1 4 1 , `• 1 J ------- - - - - I - - --3 --- ---- - - - - 6-99'' ROOF PLAN I/4 REAR PORCH OPTION #I REAR ELEV. 114° .0�- rcJtiG�Oe tiG'__ A!I Pimers:ons c�:.'! be Checked And Verif=ed Prior To Constructio. s q RI6111 ELEVATION I/4 To Reorder Plar,s [EWED EOR� COMPLIANCE alonumn A 2 9 7006 City OI 1umnia Ct7Y0� ft.'K+r4Ti.A 11,'-R 23 POW1 cEtyTEh 0 2005 CRANE DES'GN, Inc. 5 fit a hi � � i pE fi� �E�BEtE4�3 0 t"z c� 4 It It ku �a `l t%5 OP T IONS r 050901 "AA ROOF PLAN -_ REAR PORCH OPTION #I REAR PORCH OPTION #I 0 CRME DES", Inc. Reserves Al I Legal Rights To Material This Sheet — Subject To Criminal Prosecution OW T"W EPOE W /0" ANCHOR @ P05T5 t E t I t t I I I I I I 1 I I I I I I I ------ - - - - -- 1 I t I O I I I E I i I GONG. I PATIO 1 I i i i N I 5'-0" i t I I I 1 I I ----------- --------- - - - - -- -1 8 =d' I (S" oXS" GfJNiG PAD W /aw A mw, {TYP) ROOF PLAN I Ji REAR. PORCH OPTION # REAR ELEV. V4 *GOi' iGe � 2 N O T E . A; I P;mens ions S! a 1 I At Checked And V e r i f i e d Pr ior To Construct ion To Reorder Pl RIC�IIT ELEVATION 4 1 14„ w.lw C,"OF IEWRA 1; ■ GEN•ih wPW..& - a 2005 CRANE DESIGN!, In V yr REVIEI VED FOR -ODE COM PLIANCE MAR 2 9 `c'::v3 • ART fill U- N V Z �w r 3 i Q ! L 'M w I Z • 10 OPTIONS 7 050901 f* i -JAA I I I 1 I I I I I I 1 I I ------ - - - - -J ROOF PLAN I /A REAR PORCH OPT #2 REAR PORCH OPTION #2 r CRAW PE66N. Inc. Reserves Ill I LegoI Rights To Material Oh This Sheet —Subject To GrlminoI Prosecution W)(12 T \p EnC-VF e %s ANCHOR :•Af. R--------- - - - --I { { { I I I I , I I I I FBI PATIO - I I 1 I I I :• 1 1 I A Al { I 1 1 , I — ' v 1 � I I I � j I _J 171 J ----------- - - --JJ 6-o'' FOUNDATION PLAN 114 JJ I REAR PORCH OPTION #3 rr REAR ELEV. V�1" +6/Y. I: TOR N01 All Jfr s:c:%s Shz:I 1 Checked And Verified Prior To Construction- 0 4 To Reorder Plans 1 R16H_F �vHriOv 114"' I �C4DFfi�°. l 4�''!ti Rt14:�1 1;1k►t 7 g!%-6 JIV ..,- i i 1 �� Ac' - WA I t7a4 W-ri ® 2005 CRANE QES4GN, Inc. Ap a � � fit I PIP s �3� te LL 4 6 VS v o a s 0 a " f%5 OPTIONS 7 PLmw 050901 P, 6 _aAJ ROOF PLAN 114 I It REAR PORCH. OPTION #3 REAR PORCH OPTION #3 r CRANE DESIGN, Inc. Reserves All Legal Rights To Material On This Sheet - Subject To Crlmiral Prosecution CIF PLAN 15 ENGINEERED, RIM J015T I V MIN. 1116' A.P.A. RATED 2x6 STUDS ---- -� SHEATHING - 3/4' T 4G PLY. SHT. OR O.S.B. • 10 16 O.C. 16d 6 1 2' O.G. R -30 BATT INS. 16d is 8' O.C. FLOOR JOIST PER PLAN 10d a Co* O.C. MAX. CORNER 4 NO MORE THAN 12' FROM THE ENDS (IF PLAN 15 ENGINEERED, 10d e 4 , O.C. ENGINEERING INFO TO SUPERCEDE.) EMBEDMENT Sd a 6' O.C. EACH (3 RO€I15) 1/2' DIA. x 10` A.B. W/ 114' X 3' X 3' 8d 0 4 O.C. MAX.._ WASHER is 6' -0' MAX. O.C.4 BOLT (3 ROWS) 4' PEW. DRN. TILE SHALL BE NOT LESS THAN 1 BOLT DIAMETERS (3 -1/2 FROM CORNER WHERE BRICK SET IN GRAVEL 4 NOT MORE THAN 12' FROM THE VEN _ PROVIDE ENDS OF EACH INDIVIDUAL 5' LIP 6' UNDER GRADE FOUNDATION SILL PLATE, MIN. JOIST - 1' EMBEDMENT iA GRADE 2x6' P.T. MUD SILL // I - ' CONT. REBAR FOR E.A. Z 14' OF STEMWALL / Y_ .6 MIL. VISQUEEN ? 0 VAPOR BARRIER(BLACK) Q 12' CLEAR BEAM TO EARTH 18' CLEAR BOTTOM OF JOIST '3' MIN TO EARTH o - USE "4 DIA. (VERT.) 2 - •4 GOVT. REBAR REBAR 0 18' O.C. 3' ro 3' 4 CONT REBAR 12' TYP. ONE 57081' FOUNDATION is 16' O.G. (VERT.) 4' 8' 4' 16' RIM JOIST 3/4' T 4G PLY. SHT. OR O.S.B. R -30 INS. FLOOR JOIST PER PLAN (IF PLAN IS ENGINEERED, ENGINEERING INFO TO SUPERCEDE.) 5/8` DIA. x 10' A.B. W/ 1 /4 ' X 3' X 3' WASHER 0 4' -0' MAX. 4 BOLT SHALL BE NOT LESS THAN l BOLT DIAMETERS (4 -3/89 FROM CORNER 4 NOT MORE THAN 12' FROM THE ENDS OF EACH INDIVIDUAL FOUNDATION SILL PLATE, MIN. \1' EMBEDMENT 2x6' P.T. MUDSILL - ---(I) - "4 CONT. REBAR FOR EA. 10' OF STEM WALL a �— l6 MIL. VISQUEEN VAPOR BARRIER (BLACK) ` MIN. 2 - 0 4 CONT. REBAR TYP. TWO 6TORY FOUNDATION HANDFRAILS 1. HANDRAILS SHOULD NOT PROJECT MORE THAN 3 1/2 INTO THE REQUIRED STAIR WIDTH d SHOULD HAVE A SFACE OF NOT LESS THAN 1 1/2' BETWEEN THE WALL 4 THE HANDRAIL. 2. TFIE HANDGRIP PORTION OF HANDRAILS SHOULD NOT BE LESS THAN 1 1/4' OR MORE THAN 2 IN CR SECTIONAL DIMENSION. 3. HANDRAILS SHOULD HAVE T HIEIR ENDS RETURNED OR SHOULD TERMINATE IN NEWEL POSTS OR SAFETY TERMINALS. FI B I. PROVIDE FIRE BLOCKING IN CONCEALED SPACES BETWEEN STAIR STRINGERS AT THE TOP 4 BOTTOM OF THE RUN 4 BETWEEN STUDS ALONG 4 IN LINE WITH THE RUN OF THE STAIRS IF THE WALL UNDER THE STAIRS 15 UNFINISHED. FLOOR LINE . CLG. LINE 1 OiR RAILING Z Q E TL CAI m I c 11 1 !' ° o Q lU Z F_ a0 NOTE'. OPENINGS BETWEEN! ILINIGS SHALL BE LESS THAN 4 TRIANGULAR OPENINGS FORE' e~ BY THE RISER, TREAD, 4 BOTT ELEMENT OF A GUARDRAIL a STAIR SHALL BE LESS THAN Co 10' MIN. I M! r� K`C< PLA FLOOR JOIST 2x12 STRINGED NOT TO EXCEED 24' O.C. 5/8' TYPE 'X' GV B. OR (2) LAYRS 5/8' TYPE 'X' G - ig. IF 5TR i R 5PACM 15 MORE THAN 16' oz. (TAPE 4 FINISH) I L CLOSET OR STORAGE BELOW 51 AIR MAIN FLOOR LINE 00 ATTIC INSULATION R -38 (THER1"IAX INSUL. W/ EQUIV. R -VALUE TO BE USED IN ATTICS WERE CLEARANCE NOT O.W. PER FLAN AVAIL. FOR BAT T J 1/2' CAM (TYP.) MIN. 23/32' T4G UN - DERLAYMENT, UN.O. - GLUE 4 NAILNG (10D a 6' OC. EDGES f BLG XW--. 10' O.C. FIELD - TYP.) I.D. 32/16 R - 30 BATT NS. W/ V.B. FLOOR JOIST ' PER °l,.A�l I TYP. UJA LL S E CT 10 N 2x4 STUDS 0 1 6' O.G. TYP. GARAGE FOUNDATION ATTIC VENTILATION 1/150 OR 1/300 OF SPACE - SEE PLANS FOR ROOFING CONST. SEE FRAMING PLAN 4 ELEVATION W/ MIN. I/16' APA RATED SHEATHING UNO W/ 8' -0' PANEL LENGTH PLACED PER°. TO DIRECTION OF FRAMW_s AND ALTERNATE PANEL END JOINTS BY HALF PANEL LENGTH NAILED 8d a 6 PERIMETER 4 ALL SUPPORTED PANEL EDGES 12'oc. 0 FIELD TYPICAL UNO 10115" FELT ABOVE - TYPICAL UNO. FOAM AIR BAFFEL 1' SPACE TO EXTEND MIN. 12' ABOVE INSULATION. SIMPSON WI WURRICANE TIES e 2' - 0' orc. 2x BIRD BLOCKS 10/ SCREEN TOE NAIL W/ (2) 16d EA. END TO TRUSS OR RAFTER TYP. 4 PROVIDE CONT. ROW OF ROOF SHEATHING NAILING s 6 MAX. 1x8 RS. CEDAR FASCIA W/ CONT. MTL. GUTTER ! DBL. TOP PLATE �i HEADER - PER PLAN wMOW - PER PLAN EXT. WARM WALLS - 2x6 STUDS a 16'o.c. OVER R - 21 BATT INSUL. W/ VAPOR BARRIER W/ MIN. 1/16' APA RATED SWEATNINCs (SEE PLAN FOR NAILING- 4 SIDING) INSTALL BUILDING PAPER OR FELT BETWEEN SIDNG 4 WALL SHEATHNG- TYPICAL. ALL EXTERIOR WALLS. 2x BOTTOM PLATE 2x RIM JOIST P.T. 2x SILL PLATE SEE 1/51 FOR TYPICAL FOINDATION NOTES NOTES: 1. ALL EXTERIOR WALLS TO BE CONSTRUCTED 1N ACCORDANCE 1U/ THE Ma PROVISIONS PER 2003 115G UNO ON TWE PLAN5 4 AS SPECIFIED FURTHER ON SHEET 53. 2. INTE2:GR WALLS TO BE 2x4 CONSTRUCTION TYPICAL EXCEPT e PLUMBING 4 GARAGEPARATtON STS:ER 5ECTION '0dN'i?ACTO`•? NG : =: A!; C ;gra►a'trs 5ral Pe C%+sckrd Ard Yeriif Fria i o Cors:r.= C To Reorder °tar* V8r,Y642 -36 5 Ll f FLOOR JOIST Z E DBL. J015T LEDGER Z J 0- 1 f STEM WALL GRAD s (IF PLAN IS ENGINEERED, C III "flop ENGINEERING INFO TO SUPERCEDE.)�" PT 2X6' PLATE W/ 5/6' DIA. .21141 ANCHOR BOLTS ( 40 . MASHER) 4 BOLT SHALL o M BE NOT LESS THAN 1 BOLT F DIAMETERS (4 -3/8) FROM 6 � s CORNER AND NOT MORE THAN f s 12 FROM THE ENDS OF EACH INDIVIDUAL FOUNDATION SILL PLATE, MIN.1 a EMBEDMENT a 4 CONC. SLAB OVER 4 COMPACTED FILL W/ 6x6 - U.1 x W2.1 W.W.M. IN SLAB. s 5 AX a- 2' RIGID INSULATION (R -10) 24' MIN. (EXTRUDED POLYSTYRENE) 0 4 REBAR - WORM s 10' O.C. •4 REBAR a 16'o:c. (2) - 0 4 REBAR CONTINUOUS TYP. BASEMENT SLAB (IF PLAN 18 ENGINEERED, ENGINEERING INFO TO SUPERCEDE.) 2x6' P.T. MUDSILL W/ 5/8' DIA_ g4' -0' O.C. W/ 1 /4 8 X3'X3' WASHER) 4 BOLT SHALL BE NOT LESS THAN 1 BOLT DIAMETERS (4 -3/89 FROM CORNER AND NOT MORE THAN 12' FROM THE ENDS OF EACH INDIVIDUAL FOUNDATION SILL PLATE MIN. 1' EMBEDMENT (1) 0 4 C04T. FOR EACH 10' OF WALL THERMAL BREAK 4' CONC. SLAB OVER 4' GRAVEL FILL W/ 6x6 - W21 x W2.1 W.W.M. IN SLAB f a0 Z 8' 24' F c4 V R-10 RIGID INS. PERIMETER ° D REVIR VED FOR CJDE COMPI.M..'CE 4' 8' 4' 16 . 0 4 VERT. a 16'o.C. W/ MAR; 2 9 ?rOS ALT. HOOKS I 2 - 1 4 CONT. REBAR -- City Of 'I twina TYP_ BASEMENT SLAB ,I� d POSITIVE Z CONNECTION N _ F_ .o MIL VI&ZUEEN (BLAC -< ON! . Y ) C�CB�AEU C"OF TUXWMA Cn a w 06 co UJ 0 Z F Q U. i� CC -5 to Cp N x :3 U1 >12 -< <:> o C-4 ik � � o � oz Z Y 2003 I.B.C. siEET S I TYP. POST 4 BEAD" � DETAIL. 2 4 PEflwG&.1fr:h R -30 BATT INSULATION OR INSUL. PER SUBMITTAL SUPPORT BEAM PER PLAN USE S T22 HORIZ. 9 BM. TO IBM_ SPICE. 2x6' CLEAT (EA. SIDE) OR SIMPSON MTL TIE (PC TYPE) 4x6' SUPPORT POST PRESSURE TREATED OR ELEVATED MN. S' ABV_ EARTH !eO FELT POST BASE TYPE ANCHOR GRADE CONC. PIER -FER, PLAN cc C0=y!ZGKT 2022 Co"NE CF-S%C-x I ' CIF PLAN 15 ENGINEERED, I V ENGINEERING INFO TO SUPERCEDE.) 2x4' P.T. MUDSILL W/ 1/2' DIA, x 10' A.B. W/ 1 /4' x 3' X 3 ' WASHER a 6' -0' Oz. 4 BOLT SHALL BE NOT LESS THAN 1 BOLT DIAMETERS (3 -1/29 FROM CORNER 4 NO MORE THAN 12' FROM THE ENDS OF EACH INDIVIDUAL FOUNDATION SILL PLATE, 4 MIN. 1' EMBEDMENT (1) - 0 4 CONT. FOR EA. 14' OF WALL = 4' CONC. SLAB OVER 4 GRAVEL •' FILL W/ 6x6 W21 x W2.1 W1U. I. IN SLAB. GRADE N Z ;0 z 0 4 VERT. REBAR 18' oz. a0 3' MlN. � � ' - 39 6' 38 (2)- 0 4 CONT. REBAR 4' 8• 41 12' DOOR FRONTS WITH NOT LESS IrO THAN (2) 5/8 x 10' A.B. PLATES 0 SHEAR WALL OVER 2' WIDE TYP. GARAGE FOUNDATION ATTIC VENTILATION 1/150 OR 1/300 OF SPACE - SEE PLANS FOR ROOFING CONST. SEE FRAMING PLAN 4 ELEVATION W/ MIN. I/16' APA RATED SHEATHING UNO W/ 8' -0' PANEL LENGTH PLACED PER°. TO DIRECTION OF FRAMW_s AND ALTERNATE PANEL END JOINTS BY HALF PANEL LENGTH NAILED 8d a 6 PERIMETER 4 ALL SUPPORTED PANEL EDGES 12'oc. 0 FIELD TYPICAL UNO 10115" FELT ABOVE - TYPICAL UNO. FOAM AIR BAFFEL 1' SPACE TO EXTEND MIN. 12' ABOVE INSULATION. SIMPSON WI WURRICANE TIES e 2' - 0' orc. 2x BIRD BLOCKS 10/ SCREEN TOE NAIL W/ (2) 16d EA. END TO TRUSS OR RAFTER TYP. 4 PROVIDE CONT. ROW OF ROOF SHEATHING NAILING s 6 MAX. 1x8 RS. CEDAR FASCIA W/ CONT. MTL. GUTTER ! DBL. TOP PLATE �i HEADER - PER PLAN wMOW - PER PLAN EXT. WARM WALLS - 2x6 STUDS a 16'o.c. OVER R - 21 BATT INSUL. W/ VAPOR BARRIER W/ MIN. 1/16' APA RATED SWEATNINCs (SEE PLAN FOR NAILING- 4 SIDING) INSTALL BUILDING PAPER OR FELT BETWEEN SIDNG 4 WALL SHEATHNG- TYPICAL. ALL EXTERIOR WALLS. 2x BOTTOM PLATE 2x RIM JOIST P.T. 2x SILL PLATE SEE 1/51 FOR TYPICAL FOINDATION NOTES NOTES: 1. ALL EXTERIOR WALLS TO BE CONSTRUCTED 1N ACCORDANCE 1U/ THE Ma PROVISIONS PER 2003 115G UNO ON TWE PLAN5 4 AS SPECIFIED FURTHER ON SHEET 53. 2. INTE2:GR WALLS TO BE 2x4 CONSTRUCTION TYPICAL EXCEPT e PLUMBING 4 GARAGEPARATtON STS:ER 5ECTION '0dN'i?ACTO`•? NG : =: A!; C ;gra►a'trs 5ral Pe C%+sckrd Ard Yeriif Fria i o Cors:r.= C To Reorder °tar* V8r,Y642 -36 5 Ll f FLOOR JOIST Z E DBL. J015T LEDGER Z J 0- 1 f STEM WALL GRAD s (IF PLAN IS ENGINEERED, C III "flop ENGINEERING INFO TO SUPERCEDE.)�" PT 2X6' PLATE W/ 5/6' DIA. .21141 ANCHOR BOLTS ( 40 . MASHER) 4 BOLT SHALL o M BE NOT LESS THAN 1 BOLT F DIAMETERS (4 -3/8) FROM 6 � s CORNER AND NOT MORE THAN f s 12 FROM THE ENDS OF EACH INDIVIDUAL FOUNDATION SILL PLATE, MIN.1 a EMBEDMENT a 4 CONC. SLAB OVER 4 COMPACTED FILL W/ 6x6 - U.1 x W2.1 W.W.M. IN SLAB. s 5 AX a- 2' RIGID INSULATION (R -10) 24' MIN. (EXTRUDED POLYSTYRENE) 0 4 REBAR - WORM s 10' O.C. •4 REBAR a 16'o:c. (2) - 0 4 REBAR CONTINUOUS TYP. BASEMENT SLAB (IF PLAN 18 ENGINEERED, ENGINEERING INFO TO SUPERCEDE.) 2x6' P.T. MUDSILL W/ 5/8' DIA_ g4' -0' O.C. W/ 1 /4 8 X3'X3' WASHER) 4 BOLT SHALL BE NOT LESS THAN 1 BOLT DIAMETERS (4 -3/89 FROM CORNER AND NOT MORE THAN 12' FROM THE ENDS OF EACH INDIVIDUAL FOUNDATION SILL PLATE MIN. 1' EMBEDMENT (1) 0 4 C04T. FOR EACH 10' OF WALL THERMAL BREAK 4' CONC. SLAB OVER 4' GRAVEL FILL W/ 6x6 - W21 x W2.1 W.W.M. IN SLAB f a0 Z 8' 24' F c4 V R-10 RIGID INS. PERIMETER ° D REVIR VED FOR CJDE COMPI.M..'CE 4' 8' 4' 16 . 0 4 VERT. a 16'o.C. W/ MAR; 2 9 ?rOS ALT. HOOKS I 2 - 1 4 CONT. REBAR -- City Of 'I twina TYP_ BASEMENT SLAB ,I� d POSITIVE Z CONNECTION N _ F_ .o MIL VI&ZUEEN (BLAC -< ON! . Y ) C�CB�AEU C"OF TUXWMA Cn a w 06 co UJ 0 Z F Q U. i� CC -5 to Cp N x :3 U1 >12 -< <:> o C-4 ik � � o � oz Z Y 2003 I.B.C. siEET S I TYP. POST 4 BEAD" � DETAIL. 2 4 PEflwG&.1fr:h R -30 BATT INSULATION OR INSUL. PER SUBMITTAL SUPPORT BEAM PER PLAN USE S T22 HORIZ. 9 BM. TO IBM_ SPICE. 2x6' CLEAT (EA. SIDE) OR SIMPSON MTL TIE (PC TYPE) 4x6' SUPPORT POST PRESSURE TREATED OR ELEVATED MN. S' ABV_ EARTH !eO FELT POST BASE TYPE ANCHOR GRADE CONC. PIER -FER, PLAN cc C0=y!ZGKT 2022 Co"NE CF-S%C-x I ' r • CRANE DESIGN, Inc. Reserves All Legal Rights To Material Cn This Sheet • Subject To Criminal Prosecution 15' NOTE: SOIL BAC <FILL ON EXTERIOR SHALL IMAM VARY - NOT EXCEED A HEIGHT GREATER THAN SEE PLANS) 30' ABV. TOP OF SLAB AT INTERIOR FLOOR ELEV. UNLESS ENGINEERED WALL DETAILS PROVIDED_ FOUNDATION / RETAINING UJ,4LL (18' TO 4` -0' WIC W/ PONY WALL ) CONTINUOUS HEADER OR --� ST6236 s JOINT (PDR AS PER PLAN) COLUM CAP s MULLION FADER CONNECTION' SEE PLAN FOR SIZE (2) 2x6 ST6236 TIE 5TRAPS C - ENTER ON JOINTS NAIL FULLY 2x6 STUDS s 16' OC. A35 GIPS s BASE '1 YPiCAL ."[K 1/*' APA RATED 61-"AT;41�4G- NAILED Sd to 4 'oc. (EDGES) = 8' or-i(FIELD) ALL EDGES BLOC2<ED U.NMO. 2x6 SOLE PLATE MAILED -� 16d , 4' o r- STAGGERED RI 'M OR FOUNDATION. 5/8' DIA. x 10' A.B. s 48' OiC. - 3 STORY (WHERE PLYWOOD USE 5/8' DIA_ x 10' BOLT 9 32' O.C. W/ 2x4 P.T. "JDSILL ) 2x6' STUDS NOT TO EXCEED 24' OTC_ 2 2x4' STUDS NOT TO EXCEED 16' O.C. WALL TIES SHALL BE CORROSION RESISTANT, AND IF MADE OF SHEET METAL, 514ALL HAVE A MIN. THICICSIESS OF 014030 IN. (NO. 22 GALVANIZED SHEET GAGE) BY 118' OR IF OF WIRE, SHALL HAVE A MIN. DIA_ OF 0.148 R (NO.9 B.W. GAGE). WALL TIES SHALL BE SPACED SO AS TO SUPPORT NOT MORE THAN 2 Sa FT. OF WALL AREA BUT SHALL NOT BE MORE THAN 24' ON CENTER HORIZ. WALL TIES SMALL HAVE A LIP OR HOOK ON T14E EXTENDED LEG- THAT WILL EW- -AG-E OR ENCLOSE A HORIZONTAL JOINT REINFORCEMENT WIRE HAVING A DIA. OF 0.148 IN_ (NO. S BIU_ GAGE) OR EQUIV. THE JOINT REINFORCEMENT SHALL BE CONT. WITH BUTT SPLICES BETWEEN TIES PERMITTIED. DO FELT VAPOR B. SMALL BE APPLIED OVER THE SHEATHING-. AIR SPACE OF AT LEAST Is SHALL BE MAINTAINED BETWEEN THE BACKING AND THE VENEEP, SPOT BEDDING AT ALL TIES SMALL BE OF CEMENT i"IORTAP, 2x6 STUDS 9 ib' OjG_ s 3 STORY, 2x4 14 2 STORY 4' CMC. SLAB OVER 4' GRAVEL FILL W/ 6x6 - W2.1 x W2J W.WM_ IN SLAB c0 _ : • MIL. V15C1EEN iU/ 1' SAND •. - OVER is LMING AREAS 2 -' DIA. 3' UP t B' 2 OR 3' D XN CQ :PPLE5 NAILED S%AJG ;n° TO =015_1 W/ '6d a A s OZ. INT ERIOR SEARING WALL ON 5LA5 WOOD JOTS SYSTEM 't CI AWL SPACE OR BAaa �T 6' OR 8' - SEE !: PLANS 3' MIN- ' • s 1 r TO 19 SECT ION GARAGE DOOR DRIVEWAY PER CONTRACTOR. CONTINUOUS FOOTING •I DRAIN 2 ' CONT. MBAR TOP OF STEM WALL BEYOND 4' CONC. SLAB ON 4' COMPACTED FILL THICKENED EDGE SLOPE 3 1 d d a ' 4 0 4 16' o.c. CONTINUOUS FOOTING PER PLAN TOP PLATES HEADER - PER PLAN 1/2' 0 BOLT THRU - LEDGER AND INTO HEADER 0 3' IN FROM EACH END SUPPORT WALL t VENEER BEYOND OPENING 6' MINIMUM DOOR OR WINDOW OPENING 4' BRICK VENEER STEEL LEDER - L (o' x 31n x 5/16' A36 EXTEND 6' BEYOND OPENING TO BEAR ON VENEER t 10' CONC. STEM WALL, FOR 6' -0' OR LESS SPANS CAN USE: 1 L.. Z 1M• .. f /A• TYP. HEADER OPENING ENTRY GRADE BEAM AT GARAGE DIA. x 10' — BOLT is 36' O.C. W/ 2x4 P.T. MUDSILL . - �• -_ I I� I � I �_ 12' I - •4 DIA_ CONT. 3' UP NON - BEARING 5HEAR WAL FTC- . DETAIL 'A' 0CCN_1 0R` NNO E= XI D:s a ecrs Shalt Be C.hecied .4rd Verified Prior To Comtr, xVor. To Reorcdc l°Sers V8W V48 -5421 s 1 • li E .`i a . �M pp .� MME p io 00 6 ills kit �.. . U) Q F LU 0 6 CD UJ 0 Z a o M�� Nv-9 � ON � X es C LL > _a6, ti �CIOc g yr = C s 0. O� cc W Z Y TA� 2003 I.B.C. �J t e SEAL WITH TRIM OR CAULK TYP. 5R (2) - •4 VERT. TIED W/ 0 1 TIES 9 8 W/ ALTEI;aIATE NOOKS P.T. 6x6 POST W/ METAL TIES TO SOLID GROUTED MASONRY s 12'oc. CORE VERTICAL. 4 ' x 8' x 2' BR ICK REVIEWED FO CODE COMPLIANCE 0 9 GA. WIRE TIES IN BED JOINTS i ACCROSS CORE s MAX. SPACING ii 2 9 2008 OF I PER 12' OF DIMENSION IN EACH DIRECTION 4 12'o:G. VERTICAL. City OfTuK,,vila� ICK COLUMN AT ENTRY ����! ^� ^i�•nTR�� 3/8' DIA. WEEP HOLES 2' 0213) O.C. 5 MIN. STEEL LEDGER TO REST ON BRICK IN MORTAR JOINT BRICK VENEER - ELEVATION VIEW =3' MiN. CCQ"t'QrG -�+T ��2 CR11.� C-�.�i fi�iG MIN. 1116' APA RATED SHEATHING UN.O. W/ TYVEK, 30M FELT OR SIM. APPROVED VAPOR BARRIER OVER, 2x6 STUD WALL SOLE PLATE NAILED W/ 16d 9 8' O.G. - STAGGERED, PROVIDE BLOCKING 0 RIM JOIST RIM 4 FLOOR JOISTS AS PER PLAN PLY. SPLICE SHOULD BREAK ON COMMON MEMBER 8d 0 4 O.C. s SOLE PLATE, RIM JOIST 4 TOP PLATE DBL TOP PLATES 2x6 STUD WALL BATT INSULATION (TYP.) (IF PLAN IS ENGINEERED, ENGINEERING INFO SHALL SUPERCEDE) 5/8' x 10 A.5.19 36' O.C. W/ 1 /4. ' x 3' x B WASHER (BOLT SHALL BE NOT LESS THAN 1 BOLT DIAMETERS (4-3/89 FROM CORNER, AND NOT MORE THAN 12' FROM THE ENDS OF EACH INDIVIDUAL FOUNDATION SILL PLATE 2x(o P.T. DF. MUDSILL ? 8d .8 a O.G. GRADE 0 4 REBAR CONT. HORIZ. s 10'oc. 0 4 VERT. 0 Iro'oc • .o ' 2x6 FURRED WALL OR 2 X 4' STUDS W/ ` 2' AIR GAP 5ETWEEN STUDS 4 CONC. R- 21 INSUL. 4' 4' CONC- SLAB W/ 6x6 - W21 x W2.1 W.1011. ON 4 GQAI FILL_ THERMAL BREAK R -10 RIGID INSULATION Q 2 - 0 4 DIA. CONT. 3' UP - 3' IN 15' NOTE: SOIL BAC <FILL ON EXTERIOR SHALL IMAM VARY - NOT EXCEED A HEIGHT GREATER THAN SEE PLANS) 30' ABV. TOP OF SLAB AT INTERIOR FLOOR ELEV. UNLESS ENGINEERED WALL DETAILS PROVIDED_ FOUNDATION / RETAINING UJ,4LL (18' TO 4` -0' WIC W/ PONY WALL ) CONTINUOUS HEADER OR --� ST6236 s JOINT (PDR AS PER PLAN) COLUM CAP s MULLION FADER CONNECTION' SEE PLAN FOR SIZE (2) 2x6 ST6236 TIE 5TRAPS C - ENTER ON JOINTS NAIL FULLY 2x6 STUDS s 16' OC. A35 GIPS s BASE '1 YPiCAL ."[K 1/*' APA RATED 61-"AT;41�4G- NAILED Sd to 4 'oc. (EDGES) = 8' or-i(FIELD) ALL EDGES BLOC2<ED U.NMO. 2x6 SOLE PLATE MAILED -� 16d , 4' o r- STAGGERED RI 'M OR FOUNDATION. 5/8' DIA. x 10' A.B. s 48' OiC. - 3 STORY (WHERE PLYWOOD USE 5/8' DIA_ x 10' BOLT 9 32' O.C. W/ 2x4 P.T. "JDSILL ) 2x6' STUDS NOT TO EXCEED 24' OTC_ 2 2x4' STUDS NOT TO EXCEED 16' O.C. WALL TIES SHALL BE CORROSION RESISTANT, AND IF MADE OF SHEET METAL, 514ALL HAVE A MIN. THICICSIESS OF 014030 IN. (NO. 22 GALVANIZED SHEET GAGE) BY 118' OR IF OF WIRE, SHALL HAVE A MIN. DIA_ OF 0.148 R (NO.9 B.W. GAGE). WALL TIES SHALL BE SPACED SO AS TO SUPPORT NOT MORE THAN 2 Sa FT. OF WALL AREA BUT SHALL NOT BE MORE THAN 24' ON CENTER HORIZ. WALL TIES SMALL HAVE A LIP OR HOOK ON T14E EXTENDED LEG- THAT WILL EW- -AG-E OR ENCLOSE A HORIZONTAL JOINT REINFORCEMENT WIRE HAVING A DIA. OF 0.148 IN_ (NO. S BIU_ GAGE) OR EQUIV. THE JOINT REINFORCEMENT SHALL BE CONT. WITH BUTT SPLICES BETWEEN TIES PERMITTIED. DO FELT VAPOR B. SMALL BE APPLIED OVER THE SHEATHING-. AIR SPACE OF AT LEAST Is SHALL BE MAINTAINED BETWEEN THE BACKING AND THE VENEEP, SPOT BEDDING AT ALL TIES SMALL BE OF CEMENT i"IORTAP, 2x6 STUDS 9 ib' OjG_ s 3 STORY, 2x4 14 2 STORY 4' CMC. SLAB OVER 4' GRAVEL FILL W/ 6x6 - W2.1 x W2J W.WM_ IN SLAB c0 _ : • MIL. V15C1EEN iU/ 1' SAND •. - OVER is LMING AREAS 2 -' DIA. 3' UP t B' 2 OR 3' D XN CQ :PPLE5 NAILED S%AJG ;n° TO =015_1 W/ '6d a A s OZ. INT ERIOR SEARING WALL ON 5LA5 WOOD JOTS SYSTEM 't CI AWL SPACE OR BAaa �T 6' OR 8' - SEE !: PLANS 3' MIN- ' • s 1 r TO 19 SECT ION GARAGE DOOR DRIVEWAY PER CONTRACTOR. CONTINUOUS FOOTING •I DRAIN 2 ' CONT. MBAR TOP OF STEM WALL BEYOND 4' CONC. SLAB ON 4' COMPACTED FILL THICKENED EDGE SLOPE 3 1 d d a ' 4 0 4 16' o.c. CONTINUOUS FOOTING PER PLAN TOP PLATES HEADER - PER PLAN 1/2' 0 BOLT THRU - LEDGER AND INTO HEADER 0 3' IN FROM EACH END SUPPORT WALL t VENEER BEYOND OPENING 6' MINIMUM DOOR OR WINDOW OPENING 4' BRICK VENEER STEEL LEDER - L (o' x 31n x 5/16' A36 EXTEND 6' BEYOND OPENING TO BEAR ON VENEER t 10' CONC. STEM WALL, FOR 6' -0' OR LESS SPANS CAN USE: 1 L.. Z 1M• .. f /A• TYP. HEADER OPENING ENTRY GRADE BEAM AT GARAGE DIA. x 10' — BOLT is 36' O.C. W/ 2x4 P.T. MUDSILL . - �• -_ I I� I � I �_ 12' I - •4 DIA_ CONT. 3' UP NON - BEARING 5HEAR WAL FTC- . DETAIL 'A' 0CCN_1 0R` NNO E= XI D:s a ecrs Shalt Be C.hecied .4rd Verified Prior To Comtr, xVor. To Reorcdc l°Sers V8W V48 -5421 s 1 • li E .`i a . �M pp .� MME p io 00 6 ills kit �.. . U) Q F LU 0 6 CD UJ 0 Z a o M�� Nv-9 � ON � X es C LL > _a6, ti �CIOc g yr = C s 0. O� cc W Z Y TA� 2003 I.B.C. �J t e SEAL WITH TRIM OR CAULK TYP. 5R (2) - •4 VERT. TIED W/ 0 1 TIES 9 8 W/ ALTEI;aIATE NOOKS P.T. 6x6 POST W/ METAL TIES TO SOLID GROUTED MASONRY s 12'oc. CORE VERTICAL. 4 ' x 8' x 2' BR ICK REVIEWED FO CODE COMPLIANCE 0 9 GA. WIRE TIES IN BED JOINTS i ACCROSS CORE s MAX. SPACING ii 2 9 2008 OF I PER 12' OF DIMENSION IN EACH DIRECTION 4 12'o:G. VERTICAL. City OfTuK,,vila� ICK COLUMN AT ENTRY ����! ^� ^i�•nTR�� 3/8' DIA. WEEP HOLES 2' 0213) O.C. 5 MIN. STEEL LEDGER TO REST ON BRICK IN MORTAR JOINT BRICK VENEER - ELEVATION VIEW =3' MiN. CCQ"t'QrG -�+T ��2 CR11.� C-�.�i fi�iG r CRANE DESIGN, Inc. Reserves All Legal Rights To Material On This $heat - subject To Criminal Prosecution G NOTE 5. I. CRAWL SPACE VENTILATION, MINIMUM NET AREA, 1 SQ. FT. FOR EACH 150 SQ. FT. OF FLOOR AREA. OPENINGS TO BE PLACED AS CLOSE TO COMERS AS PRACTICAL (MIN. 8' AWAY FROM ANY HOLD DOWN) AND SHALL PROVIDE CROSS VENTILATION ON AT LEAST TWO OPPOSITE SIDES. 2. CRAWL SPACE, UNOBSTRUCTED ACCESS, MIN. 18'x24'. 3. ATTIC VENTILATION, 1/150 OF ATTIC AREA OR 1/300 IF 1/2 15 IN SOFFIT AND 1/2 IS 3' ABOVE PLATE LINE. 4. ATTIC ACCESS MIN. 22'x30' WITH MIN. 30' HEADROOM, UNOBSTRUCTED, READILY ACCESSIBLE OPENING. 5. IN ROOMS NOT PROVIDED WITH AN OPERABLE WINDOW OF 1.5 SQU~T. OR GREATER, A MEC14ANICAL VENTILATION SYSTEM, CAPABLE OF PROVIDING 5 AIR CHANGES PER HOUR, SHALL BE PROVIDED. 6. VENT DRYER, BATH FANS, AND RANGES /OVENS TO THE OUTSIDE. 1. GARAGE AND HOUSE OCCUPANCY SEPARATION MIN. I HR. TAPED AND FINISHED. GARAGE AND BASEMENT SUPPORTS TO BE I HR (5/8' TYPE 'X' OR EQUAL) S. TILE FOR SHOWER SHALL BE Co' ABOVE FINISH FLOOR WITH WATER RESISTANT BACKING. S. ALL WATER CLOSETS TO HAVE 30' MIN CLEARANCE SIDE TO SIDE, 24' MIN. CLEARANCE im FRONT. 10. EGRESS IN EVERY SLEEPING ROOM SHALL HAVE A MINIMUM NET CLEAR OPENING OF 5.1 So. FT. THE MIN. NET CLEAR OPENING HEIGHT DIMENSION SHALL BE 24' MIN., NET CLEAR OPENING WIDTH DIMENSION OF 20 BOTTOM CF OPENING SHALL NOT BE MORE THAN 44' ABOVE FLOOR 11. FIREPLACE CODE COMPLIANCE PER 2003 IRC AND LOCAL BUILDING DEPT. 12. HEARTH EXTENSIONS - HEARTH SHALL EXTEND AT LEAST 16 FROM THE FRONT OF, AND AT LEAST 8' BEYOND, EACH SIDE OF THE FIRE PLACE OPENING. WHERE THE FIREPLACE OPENING IS 6 SQ. FT. OR LARGER, THE HEARTH EXTENSION SHALL EXTEND AT LEAST 20' IN FRONT OF, AND AT LEAST 12' BEYOND, EACH SIDE OF THE FIREPLACE OPENING. GONG. OR MASONRY MUST NOT BE SUPPORTED ON WOOD FRAMING. 13. APPLICATION AND INSTALLATION OF INSULATION AND VAPOR BARRIERS SHALL COMPLY WITH TH 2003 STATE OF WASHINGTON ENERGY CODE. 14. GLAZING IN COMPLIANCE WITH 2003 IRC t LOCAL BLDG DEPT. 15. GLAZING IN LOCATION SUBJECT TO HUMAN IMPACT SUCH AS GLASS ON DOORS, GLAZING WITHIN 24' ON EITHER SIDE OF A DOOR OPENING, GLAZING CLOSER THAN 18' TO A FLOOR, SHOWER DOORS, AND TUB ENCLOSURES SHALL BE EITHER TEMPERED GLASS, LAMINATED SAFETY GLASS, SHATTER RESISTANT PLASTIC, OR WIRE REINFORCED GLASS FOR SKYLIGHT. 16. SLIDING GLASS DOORS TO BE SAFETY GLAZING, LAMINATED, OR TEMPERED GLASS. 11. SHOWER ENCLOSURES SHALL BE APPROVED WIRE REINFORCED, TEMPERED OR LAMINATED SAFETY GLASS OR SHATTER RESISTANT PLASTIC. 18. GLAZING WITHIN 18' OF FLOOR OR LESS TO BE SAFE T Y GLASS. 19. ALL EXTERIOR WALL GLAZING SHALL BE DOUBLE GLAZED 20. ALL EXTERIOR WOOD TO BE TREATED 21. THIS OFFICE ASSUMES NO RESPONSIBILITY AS TO THE PHYSICAL CHARACTERISTICS OF THE SOIL, NOR DOES THIS OFFICE VERIFY THE ACCURACY OF THE ENGINEERING DATA SUPPLIED BY OTHERS. WHERE SOIL APPEARS TO BE OF POOR QUALITY, A SOIL ENO. REPORT SHOULD BE SUPPLIED BY CLIEN''. CRANE DESIGN HAS TAKEN EVERY EFFORT TO ENSURE THE ACCURACY OF THE ATTACHED DRAWINGS, HOWEVER IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO CHECK. AND VERIFY ALL DIMENSIONS AND CONDITIONS PRIOR TO CONSTRUCTIOISL 22. THE ATTACHED PLANS ARE THE PROPERTY OF CRANE DESIGN, INC. ANY REPRODUCTION OF THESE PLANS WILL VIOLATE COPYRIG -HT LAWS. THE HOLDER OF THESE DRAWINGS MUST PAY A FEE FOR THE USE OF THE MATERIAL THEREIN OR BE SUBJECT TO LEGAL ACTION BY CS"ANE DESIGN INC. E NERGY { `lOT ENERG -Y NOTES PER 2003 WASHINGTON STATE ENERGY CODE: PROVIDE AND MINK' ti,:M ADDED INSULATICN LEVEL OF R -38 �9 CEILINGS R -21 s ALL WALLS EXPOSED TO UNHEATED SPACES R -30 FLOORS OVER t,llNHEATED SPACES R -10 AT SLAB PERIMETER, INSTALLED HORIZONTALLY 24' UNDER SLAB, W14EN CONCRETE FLOORS ARE WIT14 N 12' Cf: GRADE. ALL OPEN 14G-S AND JOINTS IN EXTERIOR WALLS :,1 -BALL BE SEALED, CAULKED OR WEATWER STRIPPED AT LIMIT AIR LEAKAGE. AN APPROVED VAPOR BARRIER '60WALL BE PROPERLY NNSTALLED 1N ROOF, N-1 'CLOSED RAFTER vPACiS, FC1�fi'lED WHERE CE'L 1 ' - A, -� Ar -P�!iD &RECTLY TO T; U4DERvIDE OF RO OF RAFTERS, ALSO 11 EXTERIOR WALLS. INSTALLED ..o i"1rL BLACK ViSCIt:= G RO,,%D COVER, LAPPED 1' - 0' AT .:O NITS AND EXTENDED UP TO OUNDAVO' WALL (RE0.;iRED AT ALL CQA:t3_ SPACES). FIREPLACES SHALL BE PQGV:D ED WIT14: A. T*-4 T Ly FITT I'tiG-• F LUE DA'- {PARS. B. READILY ACCESSIBLE Mi AINUAL OR AUTO CC NTROLS_ SHOWERS S:1AL L HAVE A FLO1U CONTROL DEVICE TO LNNI T FLOX 'O A MAX OF 2.5 GPM PER SHOU.ER HEAD. WATER HEATERS ARE REQI.UiRED TO BE LA3ELE0 AS COM°LYFVG W/ NAECA 1 ELECTRIC WATER HEATERS LOCATED IN MWEATED SPACES SUCH -' AS 6AQAGES TO BE INS T ALLED ON Asp! i�ECO Il"PR`SS1BL E INSULATION $ FUN OF 18' ABOVE FLOOR G-AS OR ELEC. (R -10 E'EN_). STRUCTURAL NOTES: 1. DESIGN LOADS (VERIFY SNOW LOAD PER AREA) A. ROOF LIVE LOAD 25 PSF (TOTAL LOAD 31 PSFXW/TILE 45 PSF) B. FLOOR LIVE LOAD 40 PSF (TOTAL LOAD 50 PSF) C. SEISMIC DESIGN CATEGORY D2 UN.O. BY ENG. D. WIND LOAD 22 PSF E. SOIL BEARING CAPACITY 2000 PSF ASSUMED. SOIL REPORT REQ'D ON ANY QUESTIONABLE SOIL. (1200 DEFAULT FOR CITY OF KENT) 2. FOUNDATIONS A. ASSUMED MAX SOIL BEARING CAPACITY 2000 PSF UNDISTURBED CWT. (1200 FOR CITY OF KENT) B. POUR FOUNDATIONS ONLY ON UNDISTURBED SOIL. (VERIFY) C. UNDER FLOOR SLABS COMPACT FILL TO 9596 MMO. 3. CONCRETE A. FOUNDATIONS AND FLOOR SLAB CONCRETE SHALL BE EQUAL TO (30000 PSI). MAXIMUM WATER TO CEMENT RATIO, 5 -1/2 SACKS OF CEMENT PER CUBIC YARD OF CONCRETE AND 6 - 314 GALLONS WATER PER 94 LB. SACK OF CEMENT- 3000 PSI ASSUMED COMPRESSIVE STRENGTH AT 28 DAYS WITH AIR ENTRAINMENT IN ACCORDANCE WITH TABLE 4022 IRC B. MINIMUM COVERAGE OF STEEL, 3' BOTTOM, 2 SIDES, 1 -1/2' WALLS. FOR SOIL, SEE CODE WHERE SOIL NO PROBLEM. C. EQUIVALENT FLUID PRESSURE, MIN. 35" PER CUBIC FOOT 4. REINFORCING STEEL A. ALL REINFORCING STEEL SHALL BE DEFORMED, GRADE 60 BARS ASTM A615 -WITH DETAILING, FABRICATION AND PLACEMENT PER IBC 2003 AND ACI -318 B. SPLICES, WHERE LOCATED AND APPROVED SHALL BE A MINIMUM OF 12 INCHES (3000 PSI) OR 30 BAR DIAMETER C. ALL REINFORCING SHALL BE TIGHTLY TIED AND SUPPORTED DURING CONSTRUCTION. D. WELDED WIRE MESH SHALL BE ASTM -AIS5. A. PER 2003 IRC B. HEADERS/BEAMS - SEE PLANS FOR ALL SIZES AND SPECIES. C. SEE PLANS FOR PLYWOOD. 6. STRUCTURAL STEEL ALL STRUCTURAL STEEL SHALL BE ASTM A36, NEW, CLEAN AND FREE OF RUST. PIPE COL. SHALL BE ASTM a53, GRADE B OR ASOL, A36 STEEL. (ALSC.) 1. STRUCTURAL FRAMING A. FRAMING TO BE IN COMPLIANCE WITH 2003 IRC B. PROVIDE NAILING IN ACCORDANCE WITH 2003 IRC NOTE- STRUCTURAL ENG. SPECS TAKE PRECEDENCE OVER MIN. NAILING SCHEDULE AND OTHER GENERAL SPECS. C. PROVIDE SOLID BLOCKING AT JOIST SUPPORTS AND BEARING- PARTITIONS. D. PROVIDE BRIDGING OR BLOCKING AT MID -SPAN OF ALL SPANS OVER 10 FEET. E. USE APPROVED JOIST HANGERS WHERE REQUIRED. F. ROOF TRUSSES: SIZES TO BE VERIFIED, DETAILED AND FABRICATED BY TRUSS MANUFACTURER. INSTALLATION AND BRIDGING SHALL BE PER MANUFACTURER'S SPECIFICATIONS AND INSTfzJCTIONB_ ALL TRUSSES DESIGNED MUST BE STAMPED BY LIC. WA. STATE P.E. CARE MUST BE TAKEN DURING ERECTION BY BUILDER TO NOT OVERLOAD TRUSSES WITH BUILDING MAT_ d TO ADEQUATELY BRACE TRUSSES. 8. STUD WALLS A. USE 2x6 I-F'2 STUDS AT 16' O.C. (24' O.C. MAX.) PER 2003 IRG W/ 2x4' CONSTRUCTION, SPACING NOT TO EXCEED 16' O.C. W/ THREE STORY STRICTURE 2x6' STUDS MUST BE USED L OWEST LEVEL W/ SPACING NOT TO EXCEED 16' O.C. B. DOUBLE TOP PLATES SHALL HAVE JOINTS STAG -GERED NOT LESS THAN 4 FEET. MIN. NAILING- OF 8 -16d 0 48 MIN. LAPS a EACH SIDE OF JOINT 10116d 9 12' O.C. BETWEEN PLATES FOR EXT. 4 MT_ LONG- WALL (2 4 3 STORY BLDG.) S. ROOFING A. APPLY ROOFING- IN ACCORDANCE WITI4 2003 IRC B. PROVIDE ATTIC VENTILATION AS INDICATED ON ROOF FRAMING- PLATES. FLOOR DIAPWP,46I`1: j)0- MINIM'.,:('" i IS/32' T141004E55 APA RATED TO NGUE 4 GROOVE SHEATHING WITH 10d NAILS e 6' OC. AT SUPPORTED SHEATHING PANEL EDGES AND 10 O.C_ AT INTERMEDIATE FRA`11NG ME MBE RS (SEE ARCH. PLANS RAID / OR CzENERAL NOTES FOR REO'S.) SPECIFICATION5: CONC TE AND STEEL SPECIEICATIONS: L USE 30W PSI CONCRETE SPECS AT 28 DAYS. 2. USE ASTMI, AG18 -rpiB OR EQUAL GIRADE 40 MBAR LASED 30' FiIN. AT SPLICES, CORNERS t 1NTERSECTION6_ FOR rAtNErAC T 4 ;REDROOF OR Fj.00R TRUSSES_ WLUD,'NG- GIRDER TEES. ETC - 1. Ti-!E TRUSS MANFACTURER S14ALL PROVIDE ALL DES1Cm N AND E.� P%EERNNG UNTH W4c5H14 &SiG -TCN STATE P STAL'"P CH DESIGNS. DURING- ERECTION OF MISSES, THE BUILDER S. TALL TAKE CARE T O ADEQ!.;A T ELY BRACE TRUUSSES 4 ALSO NOT TO OVERLOAD THEi1 WITH EXCESS BUILD NG MATERIALS. Aii._r.%:drA',cr* Si^a: Ba -G +d lyd ver -f-Isd mr,cr To Corstmw --Vcm _ To Reorder F'ona YOWWO -5.421 CODE COMPUANICT-H 4 i3 :r.nI #rte MAR 2 9 7006 Chy Ot TaK vva ■1 FECBVM CITY OF WAY". P&" MTh C,C f 2P.m2 C -.4VE DE-1 N%C. s a � 4. 1 d N . � s b j Ila tie its 293jell 1 ts CD J Q H W D CD w Fm O z a U a > ii � t!� tti M V .. F. -� �y� 3 VL A 4) EX �ia I m n �N O11-8 ~ ° o =°- 3 T � C O czd 0. W Z� TAS 2003 W. C. S3 r • CRANE DESIGN, Inc. Reserves All Leo tsl Rights To Material On This met - Subject To CrSminel Prosecution FASTENER SCHEDULE FOR STRUCTURAL MEMBERS DESCRIPTION OF BUILDING ELEMENTS NUMBER 4 TYPE OF FASTENER''''• SPACING: OF FASTENERS Joist to sill or girder, toenail 3 -ad Edges 0nd�es)' 1'X6` sub floor or less to each joist, face nail 2 -8d 2 staples, 1 FASTENER"' -°" 2' subfloor to joist or girder, blind and face nail 2 -16d Wood structural panels, subfloor, roof and wall sheathing to framing, Sole plate to ,joist or blocking, face nail 16d 16' oc. Top plate/Sole plate to stud, end nail 2 -16d CONTROL. AN OUTSIDE SOURCE Stud to sole plate, toe nail 3 -8d or 2 -16d more than 25 feet, up to 35 feet maximum_ Double studs, face nail 10d 24' oc. Double top plates, face nail 10d 24 oc. Sole plate to joist or blocking, at braced wall panels 3 -16d 16' 0 ec. Double top plates, minimum 24 -inch offset of end foist, Face nail in lapped area 8 - 16d 12 Blocking between ,joists or rafters to top plate, toenail 3 -8d 6 Rim ,joist to top plate, toe nail Sd 6` o.c. To later, laps at corner and Intersections, face nail 2 -10d 00w. ua ll sl^,eathi '` Built up header two pieces with I /2' spacer 16d 16' oc. along each edge Continued header, two pieces 16d 16' oc. along each edge C ,joists to plate, toe nail 3 -8d SOLID FUEL BURNING APPLIANCES Continuous header to stud, toe nail 4 -8d ll. THE SHOWER SURROUNDS ARE TO Ceiling ,joist, laps over partitions, face nail 3 -10d 3 Celling ,joists to parallel rafters, face nail 3 -10d nail Sd ccorman nail: Rafter to plate, toenail 2 -16d 1 ' In brace to each stud and plate, face nail 2 -8d 2 staples 1 I' x 6' sheathing to each bearing, face nail 2_ 2 staples 1 3 1' x 8' sheathing to each bearing, face nail ` 2 -gd 3 staples l nail: common nail a Wider than P x 8' sheathing to each bearing, face nail 3 -801 4 staples 1 Built -up corner studs led 24' oc. Built -up girders and beams, 2 -inch lumber layers foci Nail each layer as follows: 32' oc. at top and bottom and staggered. Two nails at ends and at each splice. 2' planks 2 -16d At each bearing Roof rafters to ridge, va l ley or hip rafters: toe nail face nail 4 -16d 3 -16d i Rafter ties to rafters, face 3 -Sd -W�c v.GrTVi� NIo.w= A; oxine o 5"a.i 8e CleccGd Ard varlfiGd Pr,1or To GGrsir%#cVc# f For SI:I inch = 25.4 mm, I foot = 304.8 mm, I mile per hour = 1.609 km/h a. All nails are smooth - common, box or deformed shanks except where otherwise stated. Nails used for framing nd sheathing 1. DRYER MOISTURE EXHAUST DUCT SPACING OF FASTENERS DESCRIPT10,�1 OF DESCRIPTION OF O Edges 0nd�es)' intermediate s BUILDING MATERIALS FASTENER"' -°" c. Nails shall be spaced at not more than 6 Inches on center at all supports where spans are 46 inches or greater. Wood structural panels, subfloor, roof and wall sheathing to framing, and particleboard wall sheathing to framing 5/16' -112' bd common nail 6 12 CONTROL. AN OUTSIDE SOURCE (sub Poor, wall) OF COMBUSTION AiR SHOULD BE more than 25 feet, up to 35 feet maximum_ °ROVlDED WiTH A DUCT OF 4 SQ. Sd cosumcn na !I INCHES MINIMUM AREA AND REA- end wall framing shall spaced 6 Inches on center. When basic wind speed is greater than mph, nails for attaching DILY OPERABLE DAMPER. (roof)' eaves and gable end walls/ and 4 inches on center to gable endwa l I framing. 19132' -1' 8d common nail 6 12 i i/8' - 1 114' 1 10d -, mcn nail or 6 12 TO BE INSTALLED ON INCOMPRE- SSiBLE INSULATION. j 86 deformed nail members shall not be required except at intersection of adjacent roof planes. ana roof perimeter shall be supported 00w. ua ll sl^,eathi '` i 1/2' regular cellulosic 1 1/2' galvanized roofing 3 1 6 fibe:� sheathing nail 6d common nail LESS. SOLID FUEL BURNING APPLIANCES staple 16 9a., 1 1/2' long 1 . PILOTS, BURNER, HEATING ELEMENTS ll. THE SHOWER SURROUNDS ARE TO 1/2' structural cellulosic I i/2' galvanized roofing 3 6 fi berbo a rd sheathing nail Sd ccorman nail: 1 ' staple i&oa., i 1/2 ` long 25/32' structural ceIlulosic,1 3/4' ialvanzed roof/ 3 [ 6 f:cerooard sheathing nail: common nail a staple 16ga., 1 3/4' long 11/2' oi!Pstm sheathing/ I l/2' galvanized roofing 4 8 f nail bd commion nail ' i staple as Iv a niz ed, 1 1/2' long: 1 1/4' screu;s, 1 Tie W or 5 f 5/8' si- eath:nc 1 3 / 4 ' _�g• alvarizod roo: 4 8 } rzi Od c01"won fai! ' staple oaivanized, 15/8' 1 long: 1 5/8' scre�;s, i 1 i Tta W or 5 Wcod structtral pafe!s, combination sub: Poo tr<derla - pgrt to fr a!r'rg; • �3/4' zro less Cod deformed rail or 86 6 i2 1 conxr�on rya i 1 • /8' - 1' Sd co n . -iro rail or Sci 6 i2 deformed rail 1 1 I8' - i 1/4' :0d coxvion ra is or 8Ci 6 i2 defomed ra il = -W�c v.GrTVi� NIo.w= A; oxine o 5"a.i 8e CleccGd Ard varlfiGd Pr,1or To GGrsir%#cVc# f For SI:I inch = 25.4 mm, I foot = 304.8 mm, I mile per hour = 1.609 km/h a. All nails are smooth - common, box or deformed shanks except where otherwise stated. Nails used for framing nd sheathing 1. DRYER MOISTURE EXHAUST DUCT connections shall have minimum average bending gelid strength as shown: 80 ksl (551 MPa) for shank diameter of 0.192 inch SHALL NOT EXCEED A TOTAL OF (20d common nail), SO ksi (620 MPa) for shank diameters larger than 0.142 inch but not larger than 0.111 inch, and 100 ksi COMBINED HORIZONTAL AND VERT- (689 MPa) for shank diameters of 0.142 inch or less. ; ICAL EFFECTIVE LENGTH OF 14' - 0 9 . b. Staples are 16 gage wire and have a minimum 1/16 inch on diameter crown width. c. Nails shall be spaced at not more than 6 Inches on center at all supports where spans are 46 inches or greater. S. MASONRY FIREPLACES SHOULD PROVIDED WITH A TIGHTLY d. Four- root -b 6 -foot or 4- foot - foot. p anels shall be ap vertical) . y p pp y FITTING FLUE DAMPER AND A IT e. Spacing of fasteners not included in this table shatf be based on Table R60230). READILY ACCESSIBLE MANUAL f. For regions having basic wind speed of 110 mph or greater, 8d deformed nails shall be used for attaching plywood and CONTROL. AN OUTSIDE SOURCE wood structural panel roof sheathing to framing within minimum 48 -inch distance from gable end walls if mean roof height is OF COMBUSTION AiR SHOULD BE more than 25 feet, up to 35 feet maximum_ °ROVlDED WiTH A DUCT OF 4 SQ. g. For regions having basic wind speed of 100 mph or less, nails for attaching wood structural panel roof sheathing to gable be 100 INCHES MINIMUM AREA AND REA- end wall framing shall spaced 6 Inches on center. When basic wind speed is greater than mph, nails for attaching DILY OPERABLE DAMPER. panel roof sheathing to intermediate supports shall be spaced 6 inches on center for minimum 46 -inch distance from ridges, eaves and gable end walls/ and 4 inches on center to gable endwa l I framing. h. Gypsum a Bathing shall conform to ASTM C 19 and shall be Installed in accordance with GA 253. Fiberboard sheathing shall conform to either ANA 194.1 or ASTI" 1 C 206 9. WATER HEATERS LCCATED IN THE 1. Spacing of fasteners on floor sheathing panel edges applies to panel edges supported by framing members and at all GARAGE OF UNHEATED FLOOR ARE floor perimeters only. Spacing of fasteners on roof sheathing panel edges applies to panel edges supported bg framing TO BE INSTALLED ON INCOMPRE- SSiBLE INSULATION. members and at all roof plane perimeters. Blocking of roof or floor sheathing panel edges perpendicular to the framing Floor members shall not be required except at intersection of adjacent roof planes. ana roof perimeter shall be supported by framing members ors Ild blocking. 10. HOT AND COLD WATER HEATER PIPES IN THE GARAGE SHOULD BE MEC HANICAL: GENERA INSULATED WltWITH MINIMUM R -3 INSUL. WITH A FLAME SPREAD OF 25 OR LESS. SOLID FUEL BURNING APPLIANCES 1 . PILOTS, BURNER, HEATING ELEMENTS ll. THE SHOWER SURROUNDS ARE TO Solid fuel burnin g pp 9 p a p p liances include airtig stoves, fire laces stoves, room t SWITCHES OF THE FURNACE AND H.W. BE A SMOOTH, HARD AND NON - heaters /fireplaces stoves, factory -built fireplaces, and fireplace inserts. SHOULD BE A MINIMUM OF 18' ABOVE ABSORBENT SURFACE NOT LESS Unless otherwise ado led b Kin Count all solid fuel burnin a liances THE GARAGE FLOOR. THESE SHOULD THAN 10' ABOVE THE DRAIN INLET. shall comply with 2003 iRC g y g ALSO BE PROTECTED AGAINST ANY HEATING VEHICULAR COLLISION. Each dwelling unit shall be provided with heating facilities capable of maintaining 10*F at a point 3 ' above the floor in all habitable rooms 2. EXIT DOORS SHALL BE OPERABLE A. Fuel burning equipment located within the building FROM THE INSIDE WITH A NIGHT envelope (constructed under the W.S.E.C.) shell obta in LiGHT, DEAD BOLT, OR SECURITY combustion air from outdoors. CHAIN MOUNTED AT A HEIGHT OF 48' MAXIMUM ABOVE FINISHED NOTE: BUILDING ENVELOPE The elements of a building which FLOOR enclose conditioned spaces through which thermal energy may be transferred to or from the exterior. 3. ALL WOOD IN CONTACT WITH B. Fuel burning equipment located outside the building CONCRETE OR MASONRY SHOULD envelope shall meet the provisions of 2003 IRC BE PRESSURE TREATED WOOD G. Ductwork, location and source of combustion air, refer AND BRANDED BY AN APPROVED AGENCY. To 2003 IRC All warm - air furnace shall be listed and labeled bg an approved agency and 4_ LIVING ROOM CEILING IS 24' installed to listed specifications. ABOVE HALLWAY WHiCH LEADS Appliances intended for installation in closets, alcoves or confined spaces shall TO SLEEPING ROOMS, A SMOKE be so listed. DETECTOR WILL BE INSTALLED No warm -air furnace shall be installed in a room used of designed to be used AT THE WIC- -HEST POINT. as a bedroom, bathroom, closet or in any enclosed space with access only through such room or space, except direct vent furnaces, enclosed furnaces and electric heating furnaces. 5. RECESSED LIGHTING FIXTURES No warm -air furnace shall be Installed In a closet or alcove less than 12' wider SHOULD BE i.C. RATED AND than the furnace or furnaces installed with a minimum clear working space less ENCLOSURE LINED WITH A 1/2' than 3' along the sides, back and top of the furnace. G.WB. TAPE AND FINISH. Liquefied petroleum, gas- burninu appliances shall not be installed in a pit, basement, or similar location where heavier- than -air gas might collect. 6. ALL DUCTS, PLENUMS, AND ENCL- Appliances so fueled shall not be installed in an above -grade under floor OSURE THROUGH OR ALONG UN- space or basement unless such location is provided with an approved HEATED SPAGESCINCLUDING T1405c means for removal of urourned gas. (Approval must be granted by FROM GARAGE INSTALLATIONS), the Buildina Official. SHOULD BE THEF41ALLY INSULATED Heating and cooling equipment located in a garage and which generates a EXCEPT THOSE INSTALLED BETWEEN glow, spark or flame capable of igniting flammable vapors shall be installed WALLS OR IN A SPACE NOT EXPOSED with the pilots and burners or heating elements and switches at least i8' above TO OUTSIDE AIp, the floor level. l Fire dampers need not be installed in air ducts passing through the wall, floor, �) c�P `v or ceiling separating a residence (Group R, Division 3 occupancy) from a garage (Grouo U, Division 1 occupanc such ducts within the garage are con- /1z�L�'. �,.,'• ; structed of steel having a thickness not less than 0.019 , Inch (No, 26 Galvanized �'Q 1 -1 T.I sreet gauge) and 'rave no openings into tr•,e garage. \�� ^ °-` ' Warm -air furnace installations in attics or crawl spaces shall comply with 2003 IRC � •� > >a r; �• Every appliance (dryer range, etc-) designed to be vented shall be connected to a ven ti n 4n sustern. v .0 Every factorg built ch.mneg, Type L vent, Type B gas vent or Type BW gas vent shall be installed in accordance with the terms of its listin!@, manufacture's inst- ructions Vert ccrnectlors sea be installed within the space cr area in which the appllarlce is 'coated and s;na I1 be connected to a ch irney or vomit in such a marrer as to ma lrta r! ti , e clearance to c c- ribustibles- rM C : L U RG: systems shalt be of fretal or facto- g -r:aae a'r ducats cC'rok- r•o *'ith 2003 IRC B. Joints and sears sha ll be substantially a irtloht, (: ectarouta- duc;.$) (fiat, Oval, and rot:rtd di:cts). C_ Installation of ducts shall comply Oth 2003 1RC D. Duct insulation gall be installed in accordance with 2003 U)SE To QAOorder P',ara !f8 "AM8 -54 1 1 f 12. GYPSUM WALL BOARD BACKING USED FOR TUB OF SHOWER ENCL- OSURES SHOULD BE OF A WATER RESISTANT MATERIAL. DO NOT INSTALL OVER VAPOR BARRIER ON WALLS OR ON THE CEILING. 13. AIR DUCTS PASSING THROUGH GARAGE WALLS, FLOOR OR. CEILING ARE TO BE NO. 26 GALVANIZED STEEL WITH NO OPENINGS INTO THE GARAGE. 14. LANDINGS OUTSIDE TO BE NO MORE THAN In BELOW THE THRESHOLD. 15. INTERMEDIATE RAILS TO BE NO MORE THAN 4' APART. 16. STAIR HANDRAILS AND HAND GRIPS ARE TO HAVE 11/4' TO 2 CROSS SECTIONALS AND RETURN TO WALL. (CONTINUOUS) 11. 5/8' TYPE 'X' G.U.B. UNDER ALL Stair WELLS AND DOUBLE LAYER IF STRINGER SPACING IS MORE THAN Ifo'o.c. 18- WATER HEATER SHALL BE SEISMIC ALLY STRAPPED AT A POiNT WITHIN THE UPPER 1/3RD AND THE LOWER I /3RD OF iTS VERTICAL DIMENSION. THE LOWER STRAP SHALL BE NOT LESS THAN 4 INCHES ABOVE THE CONTROLS. 4. WOOD SHINGLE OR SHAKE TO BE INSTALLED PER 2003 IRC 5. ASPHALT SHINGLE (COMP) TO BE INSTALLED PER 2003 IRC 6. 22'x30' ATTIC ACCESS TO BE PROVIDED FOR EACH SEPARATE ATTIC AREA WITH NO LESS THAN 30' FOR HEADROOM. ATTIC ACCESS DR. TO HAVE R -30 INSULATION MINIMUM. AND WEATHER STRIPPED. HARDWARE TO PROVIDE TIGHT CLOSURE. 1. TRUSSES TO BE DESIGNED AND STAMPED BY A WASHINGTON STATE STRUCTURAL ENGINEER. CALCULATIONS ARE TO BE SUBM- ITTED FOR CODE COMPLIANCE PRIOR TO FABRICATION OR PER- MIT ISSUANCE. 8. APPROVED HANGERS TO BE USED AT ALL CONNECTIONS OF RAFTERS, JACK OR NIP TRUSSES TO THE MAIN GIRDER TRUSS. TRUSS MANUFACTURER TO PRO- VIDE TYPE. % NONBEARING WALLS SHOULD BE HELD DOWN FROM THE TRUSS TO BOTTOM CHORD WiTH AN APPR- OVED FASTENER TO INSURE TRUSS BOTTOM CHORD WILL NOT BEAR ON NONBEARING WALL. 10. ROOF TO BE ANCHORED TO RE - SIST NET WIND UPLIFT LOADS. USE SIMPSON 'Ht' ANCHORS. 11. TRUSSES WILL NOT BE FIELD ALT- ERED WITHOUT PRIOR BUILDING DEPARTMENT APPROVAL OF ENG- INEERING CALCULATIONS. 12. TRUSSES 514ALL HAVE DETAILS AND DRAWINGS ON SiTE FOR FIELD INSPECTION. 13. PROVIDE SCREENED BLOCKING OVER SUPPORTS. 14. SHADED AREAS = FRAME OVER WITH 2x6 RAFTERS O 24'o c. UN.0. SPANS EXCEEDING 10' -3' FRAME OVER W/ 2x8' -9 24' O.C. FOUNDATION: GALVANIZED METAL FLAS1- IW TO BE INSTALLED BETWEEN CONCRETE SLAB, AND WOOD MATERIAL AT EXTERIOR PORCHES AND LANDINGS TO RIM JOIST. 2. CONCRETE PIER PADS SHOULD PROJECT AT LEAST 8' ABOVE GROUND UNLESS PRESSURE TREATED MATERIALS ARE USED. 19. WINDOW MANUFACTURER TO PRO- VIDE PORT HOLES IN EACH WINDOW IN EACH HABITABLE ROOM. 20. WATER HEATER PRESSURE RELiLr VALVE TO DRAIN BY GRA TO EXTERIOR. 21. ALL SAFETY GLAZING SMALL BE PEIv"'tANENTLY LABEL ED DESI604ATI14G THE TYPE AND THIGGNESS OF GLASS AND T14E SAFETY GLAZING STANDARD WIT14 11341CH IT COMPLIES FRooF: 1. A I TIC VENTILATION AS PER 2003 IRC SEE VENTiLA T 1GN'5 CALCULATIONS PROVIDED. 2. VENT OPENI�' "AFL BE COVERED WITH CCAM 0510` RESISTANNT URE MESH WITH OPE3�lWSS OF 1/4 Sa fI`ICH DIMEI`iSIGN. 3- ROOF VALLEYS TO WAVE 28 G-At,1G -E G-ALVA4NIZED ~LASL4;�'G. %5ECTION5: I. ALL EXPOSED iNSULATION MATER - AILS INCLUDING- FACING SUC14 AS VAPOR BARRIERS OR U.EATHERED PAPER SA-10ULD HAVE FLAME SIF READ 18110KE DEVELOPED RATING- e.,i4OU14 ON 25/450 OR LESS. NOTE ALL INFORNATICAN PROVIDED aN THjS SHEET j5 PER T HE 2003 jRC VERIFY LOCAL CODES H CONS I RWCTIaN j5 jN O T HER THAN WA. S ..I L a �s: li o i s tip ■�i 4 . _41N I S b it vil Im MIR a f, 6 I O�M_ c� CD w FM O Z J a U a r 0 w M� op N� A iL c L�.� H o W CD 0Z o. all Z TA5 2003 I.B.C. �� PLAN HL40BEft PEi T(EN Eh ' . X202 GRfi.�:E C�SY�V •�G_ r • CRANE DESIGN, Inc. Reserves All Legal Rights To Material On This Sheet — Subject To Criminal Prosecution 4x POSTS OR (2) 2x STUDS 0 MIN. 16" O.C. 1/2 PL YWOO D WOO W/ 8d NAILS ® 3" O.C. U.N.O. AT PANEL EDGES EXTEND PLYWOOD TO OVERLAP RIM JOIST & SILL PLATE 3200# CAPAQ.TY STRAP HOLDOWNS MINIMUM U.N.O (SEE PLANS) CONC. FOUNDATION & FOOTING NOTES: 1. ALL STRAP HOLDOWNS SHALL BE INSTALLED PER MANUFAC = JRER'S SPECIFICATIONS, INCLUDING CORNER INSTALLATION . TWO HOLDOWNS CAN BE USED AT EACH CORNER TO MEET THE REQUIRED LOAD. 2. ALTERNATE TYPES OF APPROVED HOLDOWNS CAN BE USED IN PLACE OF STRAP HOLDOWNS. SUBMIT DETAILS FOR AGENCY APPROVAL. PANEL AT FLOOR OVER CRAWL SPACE x TOP PLATE !FADER - 2x STUDS, NAIL SHEATHING 0 EACH STUD d NAILS PER TABLE CP02 ? (I) PA RATED SHEATHING 3/8" MIN. POSTS OR (2) 2x STUDS MIN. 24" O.C. 2" PLYWOOD W/ 8d NAILS i" O.C. ® PANEL EDGES A5 OR E0. W. 2 -1/2" BOLT MIN. 00# CAPACITY FLOOR : ANCHORS 4" 0 48" O.C. W/ (5)1Od ►C1 i END '8" DIA. x 12" A.B. 2x PLATES P.T. SILL PLATE 00# CAPATY STRAP iLDOWNS NOTES: 1. ALL STRAP HOLDOWNS SHALL BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS, INCLUDING CORNER INSTALLATION TWO HOLDOWNS LAN BE USED AT EACH CORNER TO MEET THE REQUIRED LOAD. 2. AL TERNATE TYPES OF APPROVED HOLDOWNS CAN BE USED IN PLACE OF STRAP HOLDOWNS. SUBMIT DETAILS FOR AGENCY APPROVAL. PANEL AT FLOOR OVER PONY WALL - 2x4 BLOCKING AT ANY LY'NOOD JOINT PPROVED HOCKED -END WOOD CONCRETE CONNECTORS WITH SOG# CAPACITY (MIN.) — 2x PLATES — NAIL SHEATHING EACH PLATE !} - 3/4" DIA. A13_ - 12" EMBEDMEN CUARTER POINTS . — ,#4 BAR CGNT. TOP & BOTTCM ALT. BRACED WALL PANEL (PRESCRIPTIVE PROVISIONS FCR 1 & 2 STORY BUILDINGS 2320) NOTE: EXCEPTION FCR 2 STORY STRUCTURE. IN THE FIRST STORY OF A 2 STORY: 1) EACH PANEL SMALL BE SHEA I ' f3 ON EA. FACE 2) THREE ANCH=OR BOLTS PER PANEL PLACED 0 ONE -FIFTH POINTS. 3) TIE DOWN DE`dCE UPLIFT CAP SHALL NOT BE LESS 1 HAN 3000 lbs. *C^_tcrACTC19 ti0ic: All Cknens:cris Shat Be Che&ed Aral Ve.-i ec Pr;or To Cons` uct:cc_ To Rearder Picns i I 5421 NOTE: —SEE FASTENER SCHEDULE ON SHEET S3 —A OR TABLE R602.3(1)IRC FOR BRACED WALL PANEL CONNECTIONS TO FRAMING. —FOR SILL ANCHORAGE TO FOUNDATION SEE DETAILS REFERRED TO ON FOUNDATION PLAN. —FLOOR JOISTS PARALLEL TO THE TOP PLATE ON AN INTERIOR BRACED WALL PANEL SHALL BE TOE NAILED TO THE TOP PLATE WITH AT LEAST 8d NAILS SPACED A MAXIMUM OF 6 INCHES ON CENTER. —TOP PLATE LAPS AT INTERIOR BRACED WALL PANELS SHALL BE FACE NAILED WITH AT LEAST EIGHT 16d NAILS ON EACH SIDE OF THE SPLICE. — PROVIDE BLOCKING UNDER INTERIOR BRACED WALL PANELS RUNNING PERPENDICULAR TO FLOOR JOISTS. — PROVIDE DOUBLE JOISTS UNDER INTERIOR BRACED WALL PANELS RUNNING PARALLEL TO FLOOR JOISTS. HEADER TO CORNER _YWOOD W/ 8d NAILS .C. TS OR (2) 2x STUDS KING ® PLYWOOD HEADER PER PLAN ST6236 1200# CAPACITY STRAP TIE 3/8" PLYWOOD W/ 8d NAILS 0 3" O.C. AT PANEL EDGES 4x POSTS OR (2) 2x STUDS 3x BLOCKING 0 PLYWOOD JOINTS 1 . 10 S ol t S fflu � . " cn J W Z Q J Q W Q HEADER AT CORNER BRACED WALL PANEL SCHEDULE Plywood /OS8 6d nail 6" o.c. (edges) 3/8' x V x 8' 12" o.c. (field) © GWB — 1/2" x 8' x 8' 5d cooler nails or wallboora HEADER (one face) nails 7" o.c. © GWB — 1/2" x 4' x 8' 5d cooler /wollboard nails NAIL SHEATHING TO HEADER AT (two faces) 7" o.c. throughout © Structural Panel Siding Corrosion resistant 6d nails 3/8' x V x 8' at 6" ox. (edges) 2 - 2x STUDS NAIL SHEATHING i 12" oc. (field) O One —story alt. braced panel Nailing 8d at 6" o.c. (edges) 12" o.c. (field) 3/8' x 2 8" x 10' or less Blocking required at all edges 8d NAILS AT 3" O.C. ALL PLATES. �` i 2 anchor bolts placed at quarter points. HEADERS & STUDS ®o Hold downs — 1800# of each end. O Two — story alt. braced panel Nailing 8d at 6 ox. (edges) APA RATED SHEATHING 3/8" MIN. 3/8" x 2 8" x 10' or less 12" o.c. (field) 24/0 EXP. 1 Plywood or OSB (two faces) Blocking required at all edges. Cl � 3 anchor bolts placed at fifth points. 2 - 2x4 BLOCKING AT ANY = Hold downs — 3000# at each end. GENERAL NOTES: Braced wall panel sole plates nailed to floor and top plates shall be anchored to framing above. Where joists are perpendicular to braced wall lines. provide blocking under and in line with braced wall panels. n HEADER SPLICE ( : i ) FA a MOA a: 0 LL REVIEWED FOR s CODE COMPLIANCE MAR 2 9 ?n75 City Of lbkvvIlB Q11TI f`st�r nstri�Trl!► NOTE: FOR USE IN GARA END WALLS AS SHOWN. IF A FLOOR INTERVENES EETWIYEE04 FOUNDATION AND BRACED PANEL, THE PLYWOOD STALL OVERLAP THE RIM JOIST AND SILL PLATE. PROVIDE HOLDOWS, BOLTS A,NG PLYWOOD NAILING AS SHOWN. IF USED ABOVE PONY WALL USE DETAIL ,#7. DETAIL (24 iNCH LATERAL RESTRAINT PANEL) 2003 I.B.C. SA cay op wKW 4� 2x TOP PLATE C62 V- CM m zz HEADER a Z N NAIL SHEATHING TO HEADER AT 1� V �. .. _ ... 3' O.C. B.W. r o us _ 2 - 2x STUDS NAIL SHEATHING i . TO EACH STUD Ban LL. Q aN 24" 8d NAILS AT 3" O.C. ALL PLATES. �` i MIN. HEADERS & STUDS ®o APA RATED SHEATHING 3/8" MIN. 24/0 EXP. 1 ' Cl � 2 - 2x4 BLOCKING AT ANY = PLYWOOD JOINT Y Z APPROVED HOOI(ED -END WOOD TO CONCRETE CONNECTORS WI H 2400# CAPACITY (MIN.) TE REV_ :. 2 - 2x PLATES - NAIL SHEATHING ' TO EACH PLATE [ 7A •o: -�'_ _ (2) 314" DIA. A.B. - 12" B16EDMENT _ - CONTINUOUS FOOTING OR SLAB EDGE NOTE: FOR USE IN GARA END WALLS AS SHOWN. IF A FLOOR INTERVENES EETWIYEE04 FOUNDATION AND BRACED PANEL, THE PLYWOOD STALL OVERLAP THE RIM JOIST AND SILL PLATE. PROVIDE HOLDOWS, BOLTS A,NG PLYWOOD NAILING AS SHOWN. IF USED ABOVE PONY WALL USE DETAIL ,#7. DETAIL (24 iNCH LATERAL RESTRAINT PANEL) 2003 I.B.C. SA cay op wKW 4�