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HomeMy WebLinkAboutPermit D05-154 - DOAK HOMES - NEW HOUSEDOAK HOMES 12242 46 AV S D05 -154 0P 2 1908 City o.Tukwila Steven M. Mullet, Mayoa- Department of Cornnau:ity Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: ci.tukwila.wa.us DEVELOPMENT PERMIT Parcel No.: 0179000966 Permit Number: Address: 12242 46 AV S TUKW Issue Date: Suite No: Permit Expires On: Tenant: Name: DOAK HOMES Address: 12242 46 AV S, TUKWILA WA Owner: Steve Lancaster, Director D05 -154 07/21/2005 03/29/2006 Name: DOAK DARRYL E SR Phone: Address: 11812 26 AV SW, BURIEN WA Contact Person: Name: DARRYL DOAK, SR Phone: 206 372 -2280 Address: 11812 26 AV SW, BURIEN WA Contractor: Name: DOAK HOMES INC. Phone: 206 246 -6587 Address: 11812 26 AV SW, SEATTLE, WA Contractor License No: DOAKHI *092NZ Expiration Date: 08 /08/2007 DESCRIPTION OF WORK: CONSTRUCTION OF A NEW 2160 SQ FT SINGLE FAMILY RESIDENCE WITH 420 SQ FT ATTACHED GARAGE. PUBLIC WORKS ACTIVITIES INCLUDE: TESC, LAND ALTERING, STORM DRAINAGE INCL. INFILTRATION, 3/4" WATER METER W /SERVICE LINE, SANITARY SIDE SEWER, DRIVEWAY ACCESS, UNDERGROUNDING OF POWER, AND TRAFFIC CONTROL. Value of Construction: $196,804.20 Fees Collected: $21,818.11 Type of Fire Protection: N/A International Building Code Edition 2003 Type of Construction: VB Occupancy per IBC: 22 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: Y Fire Loop Hydrant: N Number: 0 Size (Inches): 0 Flood Control Zone: N Hauling: N Start Time: End Time: Land Altering: Y Volumes: Cut 30 c.y. Fill 30 c.y. Landscape Irrigation: N Moving Oversize Load: N Start Time: End Time Sanitary Side Sewer: Y Sewer Main Extension: N Private: Public: Storm Drainage: Y Street Use: Y Profit- N Non - Profit: N doc: IBC - Permit D05 -154 Printed: 10 -04 -2005 Z }�- Z �W 2 D UO CO o w i. J � N U_ W O' LL ¢ CY W. Z f.. F— O Z H 25 VO co O D F— WW LL LLi Z' to O Z City oY Tukwil Water Main Extension: Water Meter: I } t { a I f j i y S t i t . i i 1. I a Steven M. Mullet, Mayor Department of Community Developmew 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: ci. tukwila. wa. us N Private: Y * *continued on next page ** Public: Steve Lancaster, Director Z. �- Z UO U U; W =, CO U- W 0. J, U- ?' d = W Z F. � Z F-. W LLJ �p O 0 W W, Z U. E- . LL Z W .0 (0) P Z J�WIIA, q City O. Tukwila Steven M. Mullet, Mayor o y Departntew of Conin:ui:ity DevelopnieW Steve Lancaster Director —1 ) 6300 Southcenter Boulevard, Suite #100 j N = Tukwila, Washington 98188 •,.......», Phone:206- 431 -3670 1908 Fax: 206 - 431 -3665 Web site: ci.tukwila.wams I I i Permit Number D05 -154 Issue Date: 07/21/2005 Permit Expires On: 01/17/2006 1 i E Permit Center Authorized Signature: Date: 1 r I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this development permit. Signature: Date: i Print Name: A/' r w i 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. j .. D0 :. 00 ,! �:.,�.. r �.. ..4.:. •,.7c:..:.Js :ti.+-,.I„ .�i +,w<'a.; .:T..:q:v...i.,i:.is,,,N;::i >., L.�?�:... ,... i. ..t.:.i':.: .,,,.r.[::iu s:�4»�.r.��:..1. z:.,..¢Sn.- .silt:�u.iti:.w �i:: F.%.;:,.::, Z Z. �W UO = w J f- N LL W O. LL cl) =w Z _, Z F- 0 Z 2 �: U� O N, o F- WW H� L O tll Z F- 0 ~ Z �g City of Tukwila 19C@ Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 PERMIT CONDITIONS Parcel No.: 0179000966 Permit Number D05 -154 Address: 12242 46"S TUKW Status: ISSUED Suite No: Applied Date: 05/10/2005 Tenant: DOAK HOMES Issue Date: 07/21/2005 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: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 10: Manufacturers installation instructions shall be available on the job site at the time of inspection. 11: All construction noise to be in compliance with Chapter 8.22 of the City of Tukwila Municipal Code. A copy can be obtained at City Hall in the office of the City Clerk. 12: Ventilation is required for all new rooms and spaces of new or existing buildings and shall be in conformance with the International Building Code and the Washington State Ventilation and Indoor Air Quality Code. 13: 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. 14: 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. 15: Water heaters shall be anchored or strapped to resist horizontal displacement due to earthquake motion. Strapping shall doc: Conditions 005 -154 Printed: 07 -21 -2005 Mr, Z '~ w UO ND J � �LL wO u- � �w Z t` o Z~ w U ON o F-- wW LL O W Z U= p O M-- Z 1 City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 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. Z 16: 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). w W 17: All electrical work shall be inspected and approved under a separate permit issued by the Washington State Department v o of Labor and Industries (206/248- 6630). CO CO 18: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, J co U any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits w O presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the Building Official from requiring the correction of errors in the construction documents and other data. Q CO d 19: ** *PUBLIC WORKS DEPARTMENT CONDITIONS * ** Z H 20: Contractor shall notify Public Works Utility Inspector Mr. Greg Villanueva at (206)433 -0179 of commencement and w O completion of work at least 24 hours in advance. UJ LU 21: Work affecting traffic flows shall be closely coordinated with the City Utilities Inspector. U� O co o�_ 22: The City of Tukwila has an undergrounding ordinance requiring the power, telecommunications, and cable service lines be = v underground from the point of connection on the pole to the house. U_ O 23: Any material spilled onto any street shall be cleaned up immediately. ui z U 24: A copy of the Certificate of Insurance Coverage (minimum of $2,000,000 naming the City of Tukwila as additionally z insured). 25: A bond in the amount of 150% x cost of work within the City right -of -say, made out to the City of Tukwila for possible property damages caused by activities. 26: The Land Altering Permit Fee is based upon an estimated 30 cubic yards of cut and 30 cubic yards of fill. If the final quantity exceeds this amount, the developer shall be required to recalculate the final quantity and pay the difference in permit fee prior to the Final Inspection. 27: Driveways shall comply with City residential standards. Driveway width shall be a 10' minimum and 20' maximum. Slope shall be a maximum of 15 %. Turning radii shall be a minimum of 5'. 28: Owner /applicant shall sign with Notary a Hold Harmless agreement for work within the Public right -of -way. * *continued on next page ** doc: Conditions D05 -154 Printed: 07 -21 -2005 �. City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 �4 I hereby certify that I have read these conditions and will comply with them as outlined. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provision of any other work or local laws regulating construction or the performance of work. Signature: Print Name: E `e Date: f doc: Conditions 005 -154 Printed: 07 -21 -2005 Z W 0� C W D, UO CO 0 W = r~ CO u- w 0 U. 0 = W Z� Z O, LU U ;0 N 0 F— WW 2 H U CO); Z VLA City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 I hereby certify that I have read these conditions and will comply with them as outlined. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provision of any other work or local laws regulating construction or the performance of work. Signature: ;`�- Date: Print Name: Z D. U O CO) 0 . U) J� CO w O a� U- CO ~w z� �O z� w � o' U 0-1 0 I—' =V LL �. Lll Z. CO O ~' z doc: Conditions D05 -154 Printed: 07 -21 -2005 City o�' Tukwila Depart►nent of Public Works 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 433 -0179 Fax: 206 - 431 -3665 Web site: ci.tukwila.wa.us WATER METER INFORMATION James F. Morrow, P.E., Director Parcel No.: 0179000966 Permit Number DOSAS4 Address: 12242 46 AV S TUKW Issue Date: 07/21/2005 Suite No: Permit Expires On: 01/17/2006 DESCRIPTION OF WORK: CONSTRUCTION OF A NEW 2160 SQ FT SINGLE FAMILY RESIDENCE WITH 420 SQ FT ATTACHED GARAGE. PUBLIC WORKS ACTIVITIES INCLUDE: TESC, LAND ALTERING, STORM DRAINAGE INCL. INFILTRATION, 3/4" WATER METER W /SERVICE LINE, SANITARY SIDE SEWER, DRIVEWAY ACCESS, UNDERGROUNDING OF POWER, AND TRAFFIC CONTROL. METER #1 METER #2 Water Meter Size: Quantity: Water Meter Type: Work Order Number: Connection Charge: Y Installation: Y Additional Install Deposit: Plan Check Fee: Y Inspection Fee: Y Turn On Fee: Y Subtotal: Cascade Water Alliance (RCFC): Y TOTAL WATER FEES: $2,822.00 0.75 0 1 0 PERM 5204r05 $60.00 $0.00 $490.00 $0.00 $0.00 $0.00 $10.00 $0.00 $15.00 $0.00 $25.00 $0.00 $600.00 $0.00 $2,222.00 $0.00 $0.00 $0.00 doc: PWWATER D05 -154 Printed: 07 -21 -2005 METER #3 0 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 s Z �z `~ w �D JU U O to 0 J = H N O w� 3: LLQ cf) = a i~ _ Z1-- 1 O Z I-- w � p. O �, 0 1-- w W H rU_- LL O iii Z. co O Z IL4k {p N rsots CITY OF TUKWILA Community Development �.:partment Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 Bluilding Permit. , ,o. Mechanical Permit No. Public Works Permit No. Project No. (For o tce use only) 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. o * *Please Print ** SITE LOCATION Site Address: 1 King Co Assessor's Tax No. ,aA7 , 11 7 40° - Suite Number Floor: / Tenant Name: /V —/-d -r /:3 New Tenant: ❑ .... Yes ❑ ..No Property Owners Name: D) f+� / Mailing Address: C ni t S', zo P �'.� ?/T %' /`+5�e! City State Zip CONTACT PERSON Mailing E -Mail Address: GENERALI D //// ay Telephone ? 72 - •2 2 S"' & 1641P Z06' -- 2Vi� ^ e-' City State Zip Fax Number: A D 6' ;? /' 'RACTOR INFORMATION- (Mechanical Contractor information on back page) I Company Name: Mailing Address: S 17444 e ice' 1212t 91+ -f , T City State Zip Contact Person• V 1 Day Telephone: ;R !, 6' E -Mail Address: 62' /t Fax Number: Contractor Registration Number: ' Q,4 A _r (12. W z Expiration Date: � r� � ''i * *An original or notarized copy of current Washington State Contractor License must be presented at the time of permit issuance ** ARCHITECT .OF RECORD All plans must be wet stamped by Architect of Record Company Name: Mailing Address: /7T City State Zip Contact Person: Day Telephone: E -Mail Address: Fax Number: ENGINEER OF RECORD - All plans must be wet stamped by Engineer of.Record Company Name: Mailing Address Contact Person: " m o� U L S C h r ) 6 t> el- Day Telephone: E -Mail Address: Fax Number: \permits plus\icc changes \permit application (7 -2004) Page I I Z Z �W QQ JU U UD C0 LLI J � CO U_ WO J LL Q UD 2 F— _ Z� �_O Z�_ U� ON 0 F- W H U_ O w Z CO O F- Z BUILDING PERMIT INFORM ION 206- 431 -3670 Valuation of Project (contractor's bid price): $ G 5� k Existing Building Valuation: $ L Scope of Work (please provide detailed information): d 1& 4 !erupt,) k r c 60 atLC'�7` / I Will there be new rack storage? ❑ ..Yes Q-' 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) / / 3 y ` *For an Accessory dwelling, provide the following: Lot Area (sq ft): 3 M Floor area of principal dwelling: 5" 0 Floor area for accessory dwelling: All *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: Compact Handicap: Will there be a change in use? ❑ ....Yes J�3=.No If "yes ", explain: FIRE PROTECTIONMAZARDOUS MATERIALS: FT. Sprinklers []..Automatic Fire Alarm ❑..None Other (specify) 4 ( 1 - 0 Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ .. Yes [J-No If "yes", attach list of materials and storage locations on a separate 8 -112 x 11 paper indicating quantities and Material Safety Data Sheets. \pennits pluslicc changes\permit application (7 -2004) Page 2 I i Z = Z Q _ 2 J U. UO to 0 CO W J= H CO U. W } 95 LL N = W H Z F. F- O Z l— U� LLJ ON C3 H- W �O W Z U= O Z Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC 1" Floor C D ( � 2nd Floor [�' !/ 3` Floor Floors thru Basement Accessory Structure* Attached Garage oZ D Cr - I ( � L .Detached Garage Attached Carport Detached. Carport Covered Deck 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) / / 3 y ` *For an Accessory dwelling, provide the following: Lot Area (sq ft): 3 M Floor area of principal dwelling: 5" 0 Floor area for accessory dwelling: All *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: Compact Handicap: Will there be a change in use? ❑ ....Yes J�3=.No If "yes ", explain: FIRE PROTECTIONMAZARDOUS MATERIALS: FT. Sprinklers []..Automatic Fire Alarm ❑..None Other (specify) 4 ( 1 - 0 Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ .. Yes [J-No If "yes", attach list of materials and storage locations on a separate 8 -112 x 11 paper indicating quantities and Material Safety Data Sheets. \pennits pluslicc changes\permit application (7 -2004) Page 2 I i Z = Z Q _ 2 J U. UO to 0 CO W J= H CO U. W } 95 LL N = W H Z F. F- O Z l— U� LLJ ON C3 H- W �O W Z U= O Z PUBLIC WORKS PERMIT INFATION - 206 - 433 -0179 '.i `I { a i :i ..i ,a ;.i °i =1 r scope of work (please prov ide detaile - information): /A)';/ t// / 6W.- el e A // N- >1u -n (tl4 r ,, tt..•1 2 r.t // _ll�Iz X vCK Nn r I.M A* /P- .. ca.- 11 -., r_- %_. /. ! - - — - _ /I- Call before you Dig: 1- 800 - 424 -5555 Please refer to Public Works Bulletin #1 for fees and estimate sheet. Waller-D istrict W WQ .Tukwila El... Water District # 125 El.. Highline ❑ ...Renton `. ❑ Water Availability ... Provided J U 00 Se a istrict ? W .Tukwila ❑ ... ValVue ❑ .. Renton ❑ ...Seattle W = ❑ ...Sewer Use Certificate ❑ ... Sewer Availability Provided ❑ .. Approved Septic Plans Provided J H LL ❑ ...Septic System - For onsite septic system, provide 2 copies of a current septic design approval by King County Health Department. W O Suhtnifted with Application mark boxes which apply) an ( ; Civil Plans (Maximum Paper Size - 22" x 34 ") ° t El LL Q ... Technical Information Report (Storm Drama ) �eotechnical Report ❑...Traffic Impact Analysis ❑ ❑ Insurance d — ...Bond .. Easement(s) Maintenance Agreement(s) ❑ ... Hold Harmless W (( d - Z = Prodo Activities (mark b that aanly): ��pW, 1 ~ HO ❑ ...Right -of -way Use - Nonprofit for less than 72 hours Fl.. Right -of -way Use - Profit for less than 72 hours Z E- ❑ . Right -of -way Use - No Disturbance ✓ ❑ .. Right -of -way Use - Potential Disturbance I VR Construction/Excavation/Fill Right W j - -of -way ✓ U p Non Right -of -way N Total Cut er cubic yards ❑ . Work in Flood Zone O H- = W Total Fill cubic yards Storm Drainage LL ' O . Sanita Side Sewer ry u ..Abandon Septic Tank ❑ .. Grease Interceptor Z ❑ ...Cap or Remove Utilities ❑,.Curb Cut ❑,rChannelization ❑ Frontage •� LL! V Improvements Pavement Cut Trench Excavation O �- Traffic Control El.. Looped Fire Line `�. Utility Undergrounding Z ❑ ...Backflow Prevention - Fire Protection - Irrigation " Domestic Wate i �..�Permanent Water Meter Size..." WO# ❑ ...Temporary Water Meter Size.. " ❑ ...Water Only Meter Size............ WO# ❑ ...Deduct Water Meter Size ........ " ❑ ...Sewer Main Extension ............ Public Private ❑ ... Water Main Extension ............. Public Private FINANCE INFORMATION Fire Line Size at Property Line Number of Public Fire Hydrant(s) ❑ ... Water ❑ ...Sewer ❑ ...Sewage Treatment Monthly Service Billing to: Name: Day Telephone: Mailing Address: City State Zip Water Meter Refund/Billing: Name: Day Telephone: Mailing Address: City State Zip \permits plus \icc changes \permit application (7 -2004) Page 3 I i \ MECHANICAL PERMIT INFOk�1ATION — 206 - 431 -3670 MECHANICAL CONTRACTOR INFORMATION Company Name Mailing Address: �� � Z - t, /W/1- City S te Zip Contact Person: c. I f�R/2a ,�< < /J� -� S'�- Day Telephone: E -Mail Address: N \ Fax Number: 2 06 .2 $Yd' Contractor Registration Number: D J2 A"Z.- Expiration Date ,�- 0 5 * *An original or notarized copy of current Washington State Contractor License must be presented at the time of permit issuance ** Use: Residential: New .... �k_ Replacement.....❑ Commercial: New .... ❑ Replacement..... ❑ Fuel Type Electric..::. y n,..� '. Gas... Other: Indicate type of mechanical work being installed and the quantity below: i Unit Type: Qty Unit Type: Qty Unit Type: Qty Boiler /Com pressor: Q Furnace <100K BTU Air Handling Unit >I0,000 Fire Damper 0 -3 HP /100,000 BTU OKr CFM Furnace>100K BTU Evaporator Cooler Diffuser 3 -15 HP /500,000 BTU Floor Furnace Ventilation Fan Connected Therifostat 15 -30 HP /1,000,06P'BTU to Single Duct Suspended/Wall/Floor Ventilation System f Wood /Gas Stove 30 -50 HP /1,750,000 BTU Mounted Heater Appliance Vent ( Hood and Duct . '� Water Heater ' 50+ HP/ 1,750,000 BTU Repair or Addition to Incinerator - Dom"estic Emergency t�►� }s �cv Heat/Refrig/Cooling Generator System Air Handling Unit Incinerator — Comm/Ind Other Mechanical <I0,000 CFM �J PERMIT APPLICATION NOTES - Applicit - le -to alt-permits ins this a lication Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The Building Official may extend the time for action by the applicant for a period not exceeding 180 days upon written request by the applicant as defined in Section 107.4 of the Uniform Building Code (current edition). No application shall be extended more than once. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION 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 OWAR OR / UTH IZED AGENT: Sig r z Sip-nature: �y _".? -! Print Name: .1-/ Date: / o 0 4 4 Day Telephone: 2 6er­ - 3 7L - 2 2-9'0 State Zil Date Application Accepted: Date Application E Staff Initials i \permits plus \ice changes \permit application (7.2004) Page 4 e«„«• �. i Z } Z �W Q� JU 0 O J LLJ (0 U _ w 9_J LLQ to � = F. W Z = H W LLj U� ON OF- LU LJJ HC.) LL —0 .. Z W U= O Z Valuation of Project (contractor's bid price): $ / Orgy Scope of Work (please provide detailed information): /A) S�iY /� /U e' e. tCZ Return to: City Clerk City of Tukwila 6200 Southcenter Boulevard Tukwila, WA 98188 Above this line reserved for Recorder's use DEED OF CONVEYANCE OF PUBLIC IMPROVEMENTS Grantor /Borrower: q. 1 1812 Z&A &e Stlj �L) P- ix/� M clyt Grantee /Beneficiary: CITY OF TUKWILA, a Washington municipal corporation Document Reference Nurr. ' ar(s): DOS l5 Section/Township /Range: O Z - `l Assessor's Tax Parcel Number(s): 01 7 1 90 0 Og Property Address: 1 22 1 -/ 2 1� 6 4-1, A W- SW 7vK 0 ) 1 LA W1 9616 Property Legal Description (abbreviated): �1af /o-F 1 �l vc� S ki l! f�L�� ,4dd -fo Sc'ufle DEED OF CONVEYANCE OF PUBLIC IMPROVEMENTS Page of z Z . �W 2 D J U C.) O Cl) 13 CO J F.. CO U. W O. LL Q cl) = �W z zO W LLI 1.) �' o� W W LL 0 wz CO O z Z Z. �QQ � Zi U UO CO) to W ; W =, N L LL Q. N =): . _ Cy �W Z 1- O. Z I- U O N O F-. W O tiJ Z U N H � O Z DEED OF CONVEYANCE OF PUBLIC IMPROVEMENTS Page 2 of 3 situated in King County, State of Washington. DATED this day of rll�1 , 200„,. GRANTOR: z By: fIawy6;S' /tic signature) (print name) ( (tle) STATE OF WASHINGTON ) ss. COUNTY OF KING ) On this _� day f IUD , 200 before m personally appeared Y —� e _P Y PP 54— , to me knol to be the of a Washington corporation, that executed the within and foregoing instrument and acknowledged the said instrument to be the free and voluntary act and deed of said corporation for the uses and purposes therein mentioned, and on oath stated that he was authorized to execute and in fact executed said instrument on behalf of the corporation. Given under my hand and official seal this day of� , 200 Co Type /Print Nam C At�P�}N LAOA�V,�'� Notary Public in and for the 101 ` G �q State of Washington residing at 60f� s v 0 4 � My Commission expires DEED OF CONVEYANCE OF PUBLIC IMPROVEMENTS Page 3 of 3 Z Z W JU U0 W= H � w Ua N D i �w Z = 1- Z f- w U � o� w w` F. U tL ~O w Z, U =, O F... Z j F City of Tukwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 RECEIPT Parcel No.: 0179000966 Permit Number: D05 -154 Address: 12242 46 AV S TUKW Status: APPROVED Suite No: Applied Date: 05/10/2005 Applicant: DOAK HOMES Issue Date: Receipt No.: R05 -01073 Payment Amount: Initials: LAW Payment Date: User ID: 1630 Balance: 20,133.76 07/21/2005 02:28 PM $0.00 Payee: DOAK HOMES INC TRANSACTION LIST: Type Method Description Amount Payment Check 4898 20,133.76 i I ACCOUNT ITEM LIST: Description Account Code Current Pmts ! ------------------------ - - - - -- BUILDING - RES ---------- - - - - -- 000/322.100 ------ - - - - -- 1,905.16 CASCADE WATER ALLIANCE 401/386.550 2,222.00 PLAN CHECK - WATER METER 000/345.830 10.00 PW LAND ALT PERMIT FEE 000/342.400 23.50 PW PERMIT /INSPECTION FEE 000/342.400 196.25 PW PLAN REVIEW 000/345.830 .25 SEWER - ALLENTOWN /RYAN 402/379.004 9,825.30 STATE BUILDING SURCHARGE 000/386.904 4.50 WATER - ALLENTOWN /RYAN 401/379.004 5,356.80 WATER CONNECTION 401/379.002 60.00 WATER INSPECTION FEE 401/342.400 15.00 WATER INSTALLATION (DEP) 401/386.520 490.00 WATER TURN -ON FEE 401/343.405 25.00 Total: 20,133.76 I i 5214 07/21 9716 TOTAL 20133.76 doc: Receipt Printed: 07 -21 -2005 r ._�x ci�.:.`:�,,�5.'.w':::: -:. _.� ;.�ti,.M,:+: ii ,.z w1.61r:��.:.i,tr.. 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Z City of Tukwila low% 3 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 RECEIPT Parcel No.: 0179000966 Permit Number D05-1.54 Address: Status: PENDING Suite No: Applied Date: 05/10/2005 Applicant: DARRYL DOAK SR Issue Date: I Receipt No.: R05 -00657 Payment Amount: 1 Initials: SKS Payment Date: 05/10/2005 09:29 AM User ID: 1165 Balance: $2,129.16 i Payee: DOAK HOMES, INC. i TRANSACTION LIST: Type Method Description Amount ---- - - - - -- -- - - - - -- ------------------------ ------ - - - - -- Payment Check 4691 1,684.35 ACCOUNT ITEM LIST: Description Account Code Current Pmts ------------------------ - - - - -- ---------- - - - - -- ------ - - - - -- PLAN CHECK - RES 000/345.830 1,238.35 PW BASE APPLICATION FEE 000/322.100 250.00 PW PLAN.REVIEW 000/345.830 196.00 1 i Total: 1,684.35 i i 3024 05/10 9716 TOTAL_ 1748. doc: Receipt Printed: 05 -10 -2005 Z Z �W UO Cl ) o J :C N LL W O LL Q =W �_ ZH Z i— W � p' U O N: W W U_ LL F- _O Z, L11 O ~` Z City of Tuk f9C6 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 I i i RECEIPT Parcel No,: 0179000966 Permit Number D05 -154 Address: 12242 46 AV S TUKW Status: ISSUED Suite No: Applied Date: 05/10/2005 Applicant: DOAK HOMES Issue Date: 07/21/2005 Receipt No.: R06 -00168 Payment Amount: 225.00 Initials: LAW Payment Date: 02/06/2006 09:05 AM User ID: 1630 Balance: $0.00 i 1 Payee: DOAK HOMES i i TRANSACTION LIST: Type Method Description Amount ---- - - - - -- - - - - -- --------------------- - - - - -- ------ - - - - -- Payment Check 5138 225.00 j ACCOUNT ITEM LIST: Description Account Code Current Pmts i ------------------------ - - - - -- ---------- - - - - -- ------ - - - - -- PW PAVEMENT MITIGATION 000/344.101 225.00 Total: 225.00 a I i i I i I i i I i 2097 02/07 9710 TOTAL 25.00 doc: Receipt Printed: 02 -06 -2006 Z �W. 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' U C0 H � O Z 'f .� Cit f,oe of Tukwila I 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Parcel No.: 0179000966 Address: 12242 46 AV S TUKW Suite No: Applicant: DOAK HOMES RECEIPT Permit Number: Status: Applied Date: Issue Date: D05 -154 ISSUED 05/10/2005 07/21/2005 Receipt No.: R05 -01571 Initials: 7EM User ID: 1165 Payment Amount: 34.36 Payment Date: 10/28/2005 09:08 AM Balance: $0.00 Payee: DOAK HOMES INC. i i TRANSACTION LIST: Type Method Description Amount ---- - - - - -- -- - - - - -- --------------------- - - - - -- ------ - - - - -- Payment Check 5078 34.36 ACCOUNT ITEM LIST: Description Account Code Current Pmts ------------------------ - - - - -- ---------- - - - - -- ------ - - - - -- BUILDING - RES 000/322.100 20.82 PLAN CHECK - RES 000/345.830 13.54 Total: 34.36 j 8746 10/28 716 'IDTAL 34 l doc: Receipt Printed: 10 -28 -2005 Z =Z J LY L) 0 U) C3 CO) i' J (- W O. u- co =W E- O Z f- w Ul .O o � w w. H tL Z, U� O Z MM t3 INSPECTION RECORD a Retain a copy with permit INSPECTION N0. PE CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 ( Project: Type of Inspection: / b670 Addre s. Date Called: Special Instructions: Date Wanted: a.m. p.m. Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. If A . ;r Inspector• ` Date: 5's $5B.00 REINSPECTIO KerBtvd., REQU RED. Prior to inspection, fee must be P aid at 6300 Southcen Suite 100. Call to sechedule reinspection F eipt No.: Date: Z H W a � 00 CO) 0 W = J F. CO) U- W O J LL <( N d = W z X. H O W �5 U O N 0 I-- W W H �. W Z U =. O Z Prolect D6�4 Av' , Type of Inspectio w -- rm4l AdIrn4 - 2 , `1 r l Date Date Called: � t Special Instructions: Wanted: '< < a.m. p.m. Requester: Phone No: - Y72 Z J— Z W fY JU UO U) 0 J I_., Cf) LL W O. W Q co n = I— W Z F- l'- O 2 P-- 5 U� O N OH WW X U' L W Z U= 0 1-- O Z INSPECTION RECORD DOS_ a ir. 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: X061 Hom ey Type of Inspection: pW �i na f Address: 4b � Ave / Date Called: 1 -31-06 Special Instructions: Date Wanted: a. Requester: h rr ) NAY, Phone No: 2.O Z6 Approved per applicable codes. Corrections required prior to approval. COMMENTS: c j Z6& uv 0 yl' O .. $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. D z • ,� Z JU 0 U) O WS J I.... N LL. .W OO 9 LL N = W z F. ZO W �p LLJ U O N O H W LLI LL 111 Z O z INSPECTION RECORD Retain a copy with permit INSPECTION NO. P ITN . CITY OF TUKWILA BUILDING DIVISIO 6300 Sou t" Blvd., #100, Tukwila, WA 98188 ( '43`1��3670 Project: / � � Type of. nsp ectio . Add :r: 7 lg 4 �v Date Called � Special Instructions: Date Wanted: a.m. 0 -- 12 — .- �� �•. p.m Requester: Ph one 0 b r Z 72—' Z2 W Approved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: Insl Receipt No.: Date: uate: 001 ECTIOJEE REQUIRED. Prig to inspection, fee must be =' at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Z = Z W � . UO V) 0 ca W J = H N LL W O' La W. Z Z O. W 5 U� N 0 H WW F- lL O •• Z W U =: O F- Z .. 4 INSPECTION RECORD Retain a copy with permit Q 5 �—) 5 INSPECTION N0. PERf4q No. CITY OF TUKWILA BUILDING DIVISION ,• 6300 Southcenter Blvd., #100, Tukwila, WA 98188 ( 6)43 -3670 w41 � Approved per applicable codes. Corrections required prior to approval. COMMENTS: 6 spe Date: 13 - o ,� 5 .00 REINSPECTION FOX REQUIRED. Prior o inspection, fee must be p d at 6300 Southcenter Blvd., Suite 100. C it to ion, reinspection. Rec pt No.: Date: Pro 'ect: Ty a of Inspec ion: %. A dress: 4 Lk A--v iS Date-Called: a Special instructions: Date Wanted: a m 3 C7 Requeste Phone o: 9 I Z �W UO CO) (3 J H N O W� LL U � = Cl �W Z F- i— O Z I— W U � . O� 93 I-- WW H� O U Z . O Z INSPECTION RECORD riw _ `3 Retain a copy with permit INSPECTION NO. PERMIT CITY OF TUKWILA BUILDING DIVISION y 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (20 )431 -3670 k i 1. • r t G '• P ect: s Typ of nspection: I— d ess: f Date Calle : a Q. O Special Instructions: Date Wanted: a.m. .m. Reques ' Phone : a � J *prove d per applicable codes. Corrections required prior to approval. CO w M M ENTS: 9 (s . inspec r: Date: /2 - / 5 .00 REINSPECTION F REQUIRED. Prio to inspection, fee must be 'r p d at 6300 Southcenter vd., Suite 100. all to sechedule reinspection. I ReVpt No.: Date: I Z '~ W W � . JU UO U W = CO) LL w L_ Cy = W Z E. Z O. 5. U 0 00 WW tL Z' Ll l PM , O F- Z v INSPECTION RECORD ` J Retain a copy with permit INSPECTION NO. PE IT N0. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 -, i M Type, of Ins ection: Address r Date Called: G 5 Special Instructions: _ Date Wanted: 1 ! S p.m. Requester. r ` t Phce0: --�R Approved per applicable codes. F1 Corrections required prior to approval. specto Date: /'/ �z 7 dad 00 REINSPECTION FEE R QUIRED. Prio o inspection, fee must be at 6300 Southcenter Blvd , Suite 100 Call to sechedule reinspection. ReIE ,91'pt No.: I Date: �� ,.�.•: +'... cry`; a.:;'+,ioo,"�'4''+�wi'i� .n,, i i I Z ;= Z �WW G 0 in O C0 W J = Cl) LL WO LLQ 2 �W Z F- H O W H W U� ON 0H = U' H� O w Z U= O Z .i 1a! �+ M! tiw!.. �+ �Yw *�!�•^' �.'.+"A. - ^:r- ''yr„�y�e; -a;+ ..+.- �-.+...-.-'- '1-- •..- .-- ...- ..- .•,.•— ..• -Twq / INSPECTION RECORD l� *RO . Retain a copy with permit "7 INSPECTION O. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 3670 Project* �^ Q Type of Inspection,; Ad ress: /T� . Date Called: 1 t I Special Instructions: Date Wanted: Requeste . P ne No: � � D 0 i Approved per applicable codes. Corrections required prior to approval. Inspector: $58.00 REINSR paid at 6300 So � t% f� Date: 1 A REQUIRED. Prior to inspection, fee must be r Blvd., Suite 100. Call to sechedule reinspection. 4 ; Receipt N O.: - "' Date: S .,':µWrL t:i'�y'r� �+ S* O:'S'�T!•�:'� '_��; •rYrr�� ra.i: *��.,be -12.,. +.��':'.;;;;y,.�:::.it�+`'�' I Z �Z W J L) 00 CO ) 0 J = H. S2 LL WO }} J. LL co = W ? f- ZO U0 0 H W H� LL O Z U =. O Z W-1 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PER 0 N CITY OF TUKWILA BUILDING DIVISIO J 6300 Southcenter Blvd., *100, Tukwila, WA 98188 ,:6)443 -3670 Project: or ww" Type of Inspection: I � Address: Av Date Called: Special Instructions* Date Wanted: a. p, M. Requester: PAY Phone No: Sap ZZ Inspect Date: 0 / $4:0"EINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. e: ;j z W J C.) L) 0 CO) (3 (1) W W:r J l.- C0 LL W O ILL Ct) X F- W Z 1-- 0 z 11-- W W 2 =) 0 co 0—, U L) LL f1i z U U) I.- i 0 Z 12 ,Approved per applicable codes. Fi Corrections required prior to approval. t o INSPECTION RECORD Retain a copy with permit S INSPECTION NO. PERMIT N0. CITY OF TUKWILA BUILDING DIVISION s 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -367 Approved per applicable codes. Corrections required prior to approval. Raa' ct: Type o nspection: I aek== f 4> lAirci t-1- Date Called: v • Sp cial Instructions: ate Wanted: 05 p. L Requester: Phone No: .. �� COMMENTS: L 7'0 r �e'V ♦ AT :QUIRED. P to inspection, fee must be Suite 100. Cali to schedule reinspection> Z Z L U G �U (.1 0 U) o co J I�- U) LL W O 9-1 LL j � �W Z F- WO �p U LIJ CO WW HQ U. O W Z 15 CO) H H O z •FCriiS:at'cu?r;'S2; ��.da� ".y r � Y! gut;}'. z � �: i .u. l yY : a r � 5 i ; � � , . �i INSPECTION RECORD Retain a copy with permit ` r ( 7 , INSPECTION NO. PER O. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (20 43 -3670 Project: Type of Inspection: Address. Date Called: Special Instructions: Date Wanted: a.m Requester: Gt L Phone No: J � �Approved per applicable codes. Corrections required prior to approval. COMMENTS: Inspector: Date: Naw aL uwu wuuwcn�ci �+�w., .rUIw Ivv. %.a%% w aca ncuu�c �co�aNca �iun. Z �_— Z W Y C JU U O . (D O J F �L W O 9 -1 LL Q N� =a �W Z F- O W F- f U� OC D F- WW 160 W Z UN 0 Z O Approved per applicable codes. Corrections required prior to approval. COMMENTS: r -, C Inspector: r Date: $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. ] INSPECTION RECORD Retain a copy with permit INSPECTION N0. PERM O. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 ( 06)431 -3670 Project: Type of Inspection: a a i v�l If Address: Date Called: Receipt No.: Date: L Z W W� JU UO UC3 wi J I- N LL W �. �-J LL Q co = w ZP �O W F– w U� ON C H W W F- �. O W Z CO) U_— P H O Z Special Instructions: Date Wanted: , m . Requester: �V� Phone No: 9 2 2'z 0 O Approved per applicable codes. Corrections required prior to approval. COMMENTS: r -, C Inspector: r Date: $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. ] INSPECTION RECORD Retain a copy with permit INSPECTION N0. PERM O. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 ( 06)431 -3670 Project: Type of Inspection: a a i v�l If Address: Date Called: Receipt No.: Date: L Z W W� JU UO UC3 wi J I- N LL W �. �-J LL Q co = w ZP �O W F– w U� ON C H W W F- �. O W Z CO) U_— P H O Z INSPECTION RECORD Retain a copy with permit �d r1 INSPECTION NO. PER O. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3670 PFqiect: Type of Inspection: Address: Date Called. L) a4 - - Spec lAl Instructions: Date Wanted: :2 A a.m. a / Requester: I LL" P Phone No 2 W — — a _ F Approved per applicable codes. Corrections required prior to approval. T � 4 'i Z Z U. 0 C') a W= W W U) LL W 0 2� 9-1 U_ < ND y a, F- W F- 0 W l!_ �W LU 2 5 D 10 , 0 (a 0— Uj 160, LLI Z . co O M, "-Iil 1 ' 1 ;14V` x 1 �1'1' 1 41 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PER 0 CITY OF TUKWILA BUILDING DIVISIOWN'. 6300 Southcenter Blvd., #100, Tukwila, WA 98188 206)431-3670 1r4W T of Inspection: � S Add Date Ulled Specia Instructions: Date Wanted I a.m. Request r r u Phone No* Approved per applicable codes. C orrections required prior to approval. 13 " COMMENTS: �e r-A 1 6'-1 - L I Inspector Date r fi 0 REINSPECTION/FEE RE IRED.OPH o inspection, fee must be l i� o at 6300 Southcenter Blvd., Suite 1 0 all to sechedute reinspection. Retelpt No.: Z Z W W JU 00 fn 0 C0 W. LLJ x LL W —j LL CO) CY Z �- 0 W �- UJ W 5 U j3 0), 0— a W C.) U . �- 0 (Li z to 0 Z INSPECTION RECORD - - r Retain a copy with permit �M INSPECT NO. ERMIT O CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 xC Approved per applicable codes. El Corrections required prior to approval. AMENTS: 0 `• ITect Date:,, $ .00 REINSPECTION F E REQUIRED. PriP to inspection, fee must be id at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. R& lot No.: Date: r P . Type o Inspection: 6C& 4h 14 A M--- 4); �Lga4kle4 A rqss: s Li Ll (1) A, Date Called: Special Instructions: Date Wanted: a.m. Requester:. Phone r r f Z i Z C i �U U N (3 . .w i J CO LL W O ILLQ to 2 W Z F.. F- O. W H- Uj Dp U ON 0 W E- H . 60 �z U= 0 1— Z < INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., *100, Tukwila, WA 98188 (206)431-3670 Project V060< Hclyne6 Type of Inspection: 5D Address: n I il 2- J46 AveS Date Called: 9-2-6-05 5 . pecial Instructions: Date Wanted: 9-2-7-05 Requester: Darry) DOa Phone Nlo. I 2D6>-31Z Approved per applicable codes. Corrections required prior to approval. COMMENTS: �t- VOS 1'2) / aG 7/ 4- //e-) 5 $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: Date. Z k 5 0 00 to 0, W W W x -J l.- � CO LL W O LL c o F- W l'- 0 z I-- W W 0 H 5 U J LL O. z N L)to i= T: 01-- z Rro' Type of Inspection: Address: Date Called: 3 t IrY R A US S ecial Instructions: Date Wanted: a.m. Reques r: ,t rr Phone o: c 9o t ' .3 aa-k-d Z Z W W� 00 Cj) C0 w W = F- 00 LL w 9 - W Q C� �W Z� 1-0 Z F- w LLJ � o U O� �H wW LL' 0 ..Z UC P _ O F- Z 3 t IrY R A 1. " P i !L� VWAO l� Z Z W W� 00 Cj) C0 w W = F- 00 LL w 9 - W Q C� �W Z� 1-0 Z F- w LLJ � o U O� �H wW LL' 0 ..Z UC P _ O F- Z INSPECTION RECORD t �! Retain a copy with permit INSPECTION NO. R (206)431-3670 0. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 1 i Prp (/ Ty Inspect� �n Approved per applicable codes. Corrections required prior to approval. I s Z W UO moo w= J � N LL W O IL j U =W CY Z H f- O W H 5 U� ON 0 F- WW H H u_ — Z UN 1= _ O H Z , AddEAsA: � 1 p / 1 � Date Called: ll9- 10-5 Special Instructions: Date Wanted: p.m. Requester: Phone No: ` 37 —d V o Approved per applicable codes. Corrections required prior to approval. I s Z W UO moo w= J � N LL W O IL j U =W CY Z H f- O W H 5 U� ON 0 F- WW H H u_ — Z UN 1= _ O H Z INSPECTION RECORD Retain a copy with permit INSPECTION N0, PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 GvMP Proj Dqn � ^r�7t° `� Type of Inspection: Y �a Address: Date Called: Special Instructions: �� WTI � ��� I/� '4C) "`� o q d1o -V- �� ` Date Wanted: M. /E U� I P.m. R '*//�, l Phone o: Approved per applicable codes. 1:1 Corrections required prior to approval. COMMENTS: .qhVo Inspector: Date: 42Z . L. I $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Z ' W Y. C ` CO U O 0 LU (0 LL WO LL ?. co)a =w �_ ?�- W O 5 U� O Cl) o�. W �W �- 0 tl.l Z CO) O Z r INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT N0. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 f Pro' t: Type of Inspection: des &J (Y P Approved per applicable codes. Corrections required prior to approval: COMMENTS: I C UJt rl , I � { Inspector: Date: $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: Date: ti f f �.� Address: Date Called: Special Instructions: Date Wanted: a.m. O 5 U � p.m. Requester: Phone No: Z �Z LLJ UO W= C0 LL W QQ } O } OC J LL Q C d = Z F.. I— O z �- 2 5: U0 O I-- WW LL W Z U= O ~' Z. INSPECTION RECORD n D~ Retain a copy with permit Q INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 1 Fl Approved per applicable codes. Corrections required prior to approval. �M I! �a : III! Project: •DDa Home Type of Inspection: Address: 12.2 4� Ave S Date Called: 9- 8- 05 Special Instructions: Date Wanted: C�' C�_ p .m, 0 � .m. Requester: ba Doo Phone 140:��4�'���G���.gV • �i , I V ALVA . mr Inspector: Date: 46 J I 158.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspectic Receipt No.: Date: lake Q' Z W � JU UO (n o J H N W W O �5 u_ Q Z CJ• H W ?F- W O W U� to O F- W ~ F u' O til Z' Uco o�. Z '" INSPECTION RECORD Retain a copy with permit INSPECTION NO. PER 0. CITY OF TUKWILA BUILDING DIVISION 6300 Southceriter Blvd., #100, Tukwila, WA 98188 206)4_ 1 -3670 Proj t: -,�/ Ty e_Qf Inspection: Address: �/ Y r "'S Date Cal,: 3 Special Instructions: Date Wanted: e I V _ , JJ Requester: /C1 Ph No: �i /� I r - 27 � c�c - C/ Approved per applicable codes. Corrections required prior to approval. jl spe r: A ter, r D te: V i/ vV `� 1/ $ .00 REINSPE ON FE REQUIRED. Prior to nspection, fee must be aid at 6300 Southcenter IA., Suite 100. Cal to sechedule reinspection. receipt No.: Date: ` 11 Z Z �W UO N 0 w= J H CO LL W O L L C0 :3 = �w Z t— l— O W F- U ON 0 H W U LL W Z U =: O Z V�. _ INSPECTION RECORD ~ Retain a copy with permit INSPECTION NO. PE CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Pro" ct: Type of Inspection: Ad ress� � Date Called: Special Instructions: Date Wanted: M. Requester: ,. 1 30 ( ceipt Ph a No:� 3 Z LU Z JU UO Cl) 0, C0 W J = S2 LL WO LLQ co) = W Z .- I— O W ~ W U� O N WW U LL ~O �Z N O Z Approved per applicable codes. Corrections required prior to approval. 8.00 REINSPECTION EE REQUIRED. B or to inspection, fee must be ` aid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. _ No.: 1 30 ( ceipt Z LU Z JU UO Cl) 0, C0 W J = S2 LL WO LLQ co) = W Z .- I— O W ~ W U� O N WW U LL ~O �Z N O Z Approved per applicable codes. Corrections required prior to approval. • per ,,, f City of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director Darryl Doak Sr 11812-26 1h Avenue SW Burien, WA 98146 RE: CORRECTION LETTER #1 Development Permit Application Number D05 -154 Doak Homes – lot 13 –12242 – 46 Avenue S 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 Planning Department. At this time, the Building, Public Works and Fire Departments have no comments. Planning Department: Brandon Miles, at (206) 431 -3684, 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) 431 -3672. Si cerely, t r Brenda Holt Permit Coordinator encl xc: File No. D05 -154 PAp1anning \brenda\D05 -218 — corcection Itr N 1.doc bh 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 a Phone: 206 - 431 -3670 a Fax: 206 - 431 -3665 Z o 2 JU UO CO CO W J = H �w w� LL- d = d. �w z t— O Z F-- 2 D U O— 0 F- w W �O .. Z w U CO O ~. Z z s s . f PLANNING DIVISION COMMENTS DATE: July 18, 2005 CONTACT: Daryl Doak RE: D05 -154 ADDRESS: 12242 46 AV S The Planning Division of DCD has reviewed the above permit application that was submitted on July 5, 2005. The application cannot be approved. 1.. Tukwila Municipal Code (TMC) 8.25 governs the vehicle storage and parking on single- family residential property. The provisions of the code strictly limit the amount of approved durable uniform surface per lot. 1 TMC 8.25.020 (E) notes: No more than 50 percent of the front yard or 800 square feet, whichever is smaller, may be approved durable uniform surface ". The site map provided shows a front yard of 600 square feet. The driveway occupies an area of 400 square feet, which is greater than 50 percent of the front area. i 1 4 Z Z' Q � Q UO Cl) W W J � C0 U_ WO LL cf)O = W` f- O' W H Dp O co; =W H LL +_ O Z O Z �J�NIILA, �qs City f o Tukwila r Steven M. Mullet, Mayor Jd Fri 1 0 . °••. 2 Department of Community Development Steve Lancaster, Director .. 1908 May 16, 2005 Mr. Darryl Doak, Sr. 11812 26` Avenue S.W. Burien, Washington 98146 RE: Letter of Incomplete Application # 1 Development Permit Application D05 -154 Darryl Doak, Sr. — Lot 13 — 122xx 46' Avenue South Dear Darryl: This letter is to inform you that your application received at the City of Tukwila Permit Center on May 10, 2005, is. determined to be incomplete. Before your application can continue the plan review process the following items need to be addressed: Buildine Department: Allen Johannessen, at 206 433 -7163, if you have 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 messenger service. If you have any questions, please contact me at the Permit Center at (206) 433 -7165. Sincerely, Stefania p'encet Permit Technician s ' Enclosures r File: Permit File No. D05 -154 DCD- Permit Coordinator Page 1 05/16/2005 T:\Links \Docs\D05- 154\DO5 -154 - Incomplete Letter #LDOC 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax. 206 - 431 -3665 Z W UO CO J = H �LL WO }} J LLQ ca d = W H Z P Z O W 5: U 0 1— WW H Ly LLO Z U Co. 0 H Z I `* n) Determination of Completeness Memo Date: May 12, 2005 Project Name: Daryl Doak, SR - Lot 13 Permit #: D05 -154 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. 1 General: On (sheet A6) the table's reference outdated UBC codes. The Washington State has adopted the third printing of the 2003 IRC. Examples of changes are; (a) the use of 3" x 3" plates washers rather then 2 ", section R602.11.1, (b) some of the referenced tables from IRC Chapter 4. A complete review of the Code Text and tables should be completed and revised as necessary. 2 On (sheet A5) the Design Criteria also refer to 2003 IBC & King County. The City of Tukwila does not recognize the King County Amendments. Revise plan notes as applicable. 3 The two Lateral Restraint Panels (L R P) for the garage do not meet the prescriptive code requirements of IRC Chapter 6. To meet current code requirements, revise the length of the end panel to the prescriptive requirements in IRC Section 602.10.6, or provide an engineered LRP design. 4 Note on (sheet Al) ceiling references R -30 insulation. The current code requires R -38. Revise plan notes as applicable to comply with current 2003 WSEC. 5 Show the lateral restraint panels at the East wall of the second floor. Detail the required connections from floor to floor. 6 On (sheet A2) the brace wall spacing for the main floor exceeds the 25 -foot limit per IRC R602.10.11. The interior brace walls shall be supported in line with other interior brace panels above and connect to a continuous foundation (R602.10.8 & R602.10.9). The foundation - footing plan does not show footings for interior brace walls. Revise plans to meet the code requirements. Should there be questions concerning the above requirements, contact the Building Division at 206 -431- 3670. No further comments at this time. • Page 1 '• .. ....,:�_..:..: � � ... i ..ea.a..w.,...._.rt, .v.. •,..p. ]: suw+ we suaw..�:.xti.ed,+ralw.q,r:.Wi.h .m; •= �;= a +_ +...N 'A...na ....... ., Z �w 5 UO Cl) -J �LL w LL ¢ co) = CY �w Z zo U� O� o �- wW H F- LL O W U =. Z � PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D05 -154 DATE: 10 -31 -05 PROJECT NAME DOAK HOMES SITE ADDRESS 12242 46 AV S Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # X Revision # 2 After Permit Issued DEPARTMENTS: Building Division ❑ Fire Prevention ❑ Planning Division ❑ Public Works Structural ❑ Permit Coordinator AP ❑ 1 DETERMINATION OF COMPLETENESS (Tues., Thurs.) DUE DATE: 1 1-01-05 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 1� Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: APPR OVALS O CORR ECTIONS : Approved Approved with Conditions ❑ Notation: REVIEWER'S INITIALS: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: DUE DATE: 1 1-29-05 Not Approved (attach comments) ❑ DATE: z xz �w d � JU U CO 0 wi J F— Co LL w Ei U. ¢ co = �w z H 0 z F-' g 5 U � ON 0 1_- w LL� LL 0 z U - F- _ z PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D05 -154 DATE: 10 -25 -05 PROJECT NAME DOAK HOMES SITE ADDRESS 12242 46 AV S Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # X Revision # 1 After Permit Issued DEPARTMENTS v �� a Bu�Id in g Division Fire Prevention ❑ Planning Division Public Works ❑ Structural ❑ Permit Coordinator ❑ DETERMINATION OF COMPLETENESS (Tues., Thurs.) DUE DATE: 10-27-05 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 d Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS Approved ❑ Approved with Conditions Notation: REVIEWER'S INITIALS: DUE DATE: 1 1-24-05 Not Approved (attach comments) ❑ DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documenlslrouling slip.doc 2.2"2 z = z L �. 10 0 N �sF NU- w O U. =W I- ?F- Z0 �o U o co_ t- w w LL O Iii z co O F.. z PERMIT COORD COPY PLAN PZ/1 BIV/RO U T1 N G suP ACTIVITY NUMBER D05 -154 DATE 7 - 205 Original Plan Submittal Response to Incomplete Letter # x _ Response to Correction Letter # __J_ Revision # After Permit Issued D EPARTM EN TS . Building Division ❑ Fire Prevention ❑ Pla�nnin liivision g Pubiic Works ❑ Structural F-1 iL Permit Coordinator n ErERM ( NATION OFCOMPLETBNESS (rues., Thurs.) DUEDATE: 7 _21 M Complete Incomplete ❑ Not Applicable licable ❑ p p pp Comments: Pbrmit Center Use Only I N CO M PLETE LETTER MAILED: LETTER OF CO M PLETBN 6S MAI LED: Departments determined incomplete: Bldg ❑ Fire ❑ Rng ❑ PW ❑ Staff Initials: i TU E3fTH U RS RO U TP NG: I I Please Route Structural Review Required ❑ No further Review Required ❑ i REVIEWER'S IN ITIALS DATE I i j APPRO VAI S C) RS-0 RRECTI 0 N S DUE DATE 8 - 1$ -0_, i Approved ❑ Approved with Conditions Not Approved (attach comments) ❑ Notation: REVIEWER'SINITIALS DATE Permit Center Use Only CO RPM11 O N LETTER M All LED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents/routing siip.doc 2 -28 -02 z I` '�- w JU 0 � �LL wo La co = F- w z W O w to 0 I^ wW F- H �O z, U= O z PERMIT COORD COPS' PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D05 -154 DATE: 05 -18 -05 PROJECT NAME: DARRYL DOAK, SR — LOT 13 SITE ADDRESS: 122XX 46 AVENUE SOUTH „_Original Plan Submittal X Response to Incomplete Letter #1 Response to Correction Letter # Revision # after /before permit is issued DEPARTMENTS: c,-5 ��� 13VVt P ivkon 't� 5 -z �� os Buil in Division Fire Prevention El Ptanning Q Public T�M AW? fnr�S �d� Structural ❑ Permit Coordinator je DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 05 -19 -05 Complete I 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 RO TING: Please Route Structural Review Required REVIEWER'S INITIALS: u APPROVALS OR CORRECTIONS Approved ❑ Approved with Conditions Notation: REVIEWER'S INITIALS: Permit Center Use Only CORRECTION LETTER MAILED: 1-1 - 0 r" DATE: 4 Departments issued corrections: Bldg ❑ Fire ❑ Ping (] PW ❑ Staff Initials: I Documents /routing slip.doc PERMIT C O O R D COPY 2 -28.02 N 11 11111 �. i, ❑ No further Review Required DATE: DUE DATE: 06 -16 -05 ❑ Not Approved (attach comments) Fil z Z �W QQ JU UQ U) J S2 LL W O LL �d = W Z f.. ZO U� O N 0H W W U �O W Z U O = z PERMIT COOPD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D05 -154 DATE: 05 -10 -05 PROJECT NA DARRYL DOAK, SR - LOT 13 SITE ADDRESS: 122XX 46 AVENUE SOUTH X Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision #after /before permit is issued DEPARTMENTS: 6a Yvx. B ilding ivision Fire Prevention �] Planning Division [�] Public Works © Structural El Permit Coordinator )e DETERMINATION OF COMPLETENESS (Tues.,Thyt DUE DATE: 05 -12 -05 Complete ❑ Incomplete Not Applicable ❑ Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: /i'i► "�S LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg W Fire ❑ Ping ❑ PW ❑ Staff Initials: F TOES /THURS ROUTING: Please Route ❑ Structural Review Required REVIEWER'S INITIALS: U APPROVALS OR CORRECTIONS Approved ❑ Approved with Conditions Notation: REVIEWER'S INITIALS: ❑ No further Review Required DATE: DUE DATE' - 06-09-05 ❑ Not Approved (attach comments) ❑ DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: PERMIT COORD COPY Docurmnts/routing slip.doc 2.28.02 z �Z W w QQ JU 0 U) a wW J � �U_ w �a �:3 = F . w z zo LLI U� O � ,o F- =U u. O W z Co O z PROJECT NAME: UQW PERMI r NO:. Dom —lCz-f Site Address: JZ-?WL Hill J 1 - - -- Origino, Issue Date: j�-- REVISION LOG Revision No. Date I Staff I Date `' Stmt I Received Initials Issued . it)als Date Staff Issued ( Initials Summary of Revision: Summary of Revision: c, Received Bv: - (please priff Revision No. Date i Staff I Received I Initials Date Staff Issued ( Initials Z I =0 off' I I i Summary of Revision: c, IV I UT >� Received By: ti `' NIAP A4 (please priht) Revision No. Date Received Staff I Initials Date f Issued Staff I Initials I I. Summary of Revision: Received By: Received By: (please print) (please print) Revision No. Date I Received Staff Initials Date Start I Issued I nitials Summary of Revision: Received By: tpiease print) I z �z w JU UO Co 0 W F— �LL WO L? � = w F— O z F— w Do U ON o F- Ww F=- H L' O z W U= O F' z City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http:llwww.ci.tukwila.wa.us Steven M. Mullet, Mayor Steve Lancaster, Director S REVISION SUBMITTAL , Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: (�� 3 / 26 S - Plan Check/Permit Number: pe) 5 — > 5 y ❑ Response to Incomplete Letter # ❑ Response to Correction Letter # C 610, Revision # Z after Permit is Issued C ❑ Revision requested by a City Building Inspector or Plans Examiner 1 2005 PER MIT CE ty �. E Project Name: Project Address: / 2 y 2 - Contact Person: D 19" // Phone Number: 20G - 72 2 5V 0 - r / � n Summary of Revision: k S Re, t.�v r i Ae' S' /� �c/ &ve P T Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: Entered in Permits Plus on U pp ications forms -app ications on Imelrevision submittal Created: 8 -13 -2004 Revised: t 1 Z �Z Q w W� JU 00 N co LU J � M LL w �Q �d =w 1— O Z F- W U� o �_ ff w u-F- F- Z UN O Z City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: ht(p:11m Steven M. Mullet, Mayor Steve Lancaster, Director REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: CL .-) �-- � ooS Plan Check/Permit Number: 30 - "- /�- U ❑ Response to Incomplete Letter # ❑ Response to Correction Letter # C � o � Revision # _- after Permit is Issued 0 C T 2 5 2005 ❑ Revision requested by a City Building Inspector or Plans Examiner PERMIT CENTER Project Name: 1 41 /�dnle -r z c Project Address: 9 6 - h OC 5" , '�- ce 16C 'I'l Contact Person: i e , , , , , tx�4/ F , ,1 ,¢-k Phone Number: Summary of Revision: d, s�i�/� `�� r� e &l Zl P.xe- �'' �i P_ - s , _Z 41.r> . �t n' y i i . 9 Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: �VI� Entered in Permits Plus on -� app ications orms- applications on me\revision submittal Created: 8 -13 -2004 Revised: z = Z �W OC � JU UO (n o J � N LL W o u. Q =0 f . W z F- O z 1 25 U 0 ON W u- O W z U= O z 1 ;'� i i City of Tukwila S teven M. Mullet, Mayor Department of Community Development Steve Lancaster Director 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206- 431 -3665 Web site: http: / /tivwiv.ci.tuktivila.wa.its REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: Plan ChecWPermit Number D05 -154 ❑ Response to Incomplete Letter # ® Response to Correction Letter # 1 ❑ Revision # _after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: DOAK HOMES - LOT 13 Project Address 12242 46 AV S Contact Person Daryl Doak Sr Phone Number: � 4 Summary of Revision: � e U IS /Cn 7'0 rtO L /. ( f 44 A1(6 P_ A 0 O /AXVT A .c li!ic /,Yti�u Ltai 4" dC7 1-) � Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: ❑ Entered in Permits Plus on applicationsWorms- applications on line\revision submittal Created: 8 -13 -2004 Revised: F EZ ' . .:. _.:.. µ...:. a�. wv.:. ua:.:. L. r:. n'..: is .w"2s:.:ab.«'�.H:iail.`.:.1�::>: :JSn:'."w>...U«s," :� «it:;nLla.. sµ. ,,.�y�• ��SS1ty::cCl��.wp.t •1 ?4wlSSUlu:i�t m?'��•�� z �Z � QQ W JU U CO 0 J � CO LL WO LL Q co d = tw F— O z t-- W5 U� ON off W LL wz U= OH z I � � r City of 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: http: / /Www.ci.tttlnvila.iva.us Steve Lancaster, Director 1 .. REVISION SUBMITTAL Revision submittals must be submitted in person: at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: ///,4 /1� 2 D DS Plan Check/Permit Number: D05 -154 Z. ® Response to Incomplete Letter # 1 ❑ Response to Correction Letter # ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name Darryl Doak, Sr. — Lot 13 Project Address 122xx 46 Avenue South Contact Person Darryl Doak Sr. Phone Number: Summary of Revision: , m . d (�� R & , ?�r - i f P �t .Q ers - e , 0 r // G1�.4 1 iJ �� g1i92 PS REOMM PERMIT CENTER Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: P( Entered in Permits Plus on .s' Ar-O pplications forms - applications on line evision submittal Created: 5 -13 -2004 Revised: • , .�. , L .t i�t{a. �. i. N 5� r•+� ci., c. t. fu. a ...U.sr`.��...�iba.1'L:..+i;;i� .:.5:...YL'�:.r. 161, i'..}. w .:� /.ia7ixiv,.4:.:.�3:iCL:i.�iS r.,.x �'.d. i.L..aS:s:., +.�a✓;.:...,3.1. .., .,.:. .. � �.... .:.:....:.::... .:�. ;a'..u.. `.t.• .:.., - W«.:�s; ls'}x,a• In ? ' -4t Z �Z ` W W UO CO 0 J N LL WO �J LLQ CO d = W Z� 1— O Z I— W LLJ � o U OCO 0 1. W W �Z U CO O Z .f Return Address: Doak Homes, Inc. 11812 — 26" Ave. SW Burien, WA 98146 �CfrY OF�KWILA MAY 1 .0 2005 PERMIT CENTER DECLARATION OF COVENANT ASSOCIATED WITH SINGLE FAMILY STORM WATER RETENTION FACILITY In consideration of the approval of the City of Tukwila of a building permit relating to real property legally described as follows: Lots 13, Block 5, Allentown Addition to the City of Seattle, according to the Plat thereof recorded in Volume 12 of Plats, page 100, records of King County, Washington; Situate in County of King, State of Washington. Tax Parcel No. 0179000966* f ' The undersigned, Grantor herein: Doak Homes, Inc., a Washington Corporation, as owner covenants and agrees that: 1. The titleholders of the above described property shall assume all responsibility for the cost of any maintenance and for repairs to the roof gutters, storm water conveyance and infiltration facilities existing on the above - described property. 2. Maintenance shall include, but not be limited to: a. Annual cleaning of roof gutters. b. Removal of sediment & debris from catch basin sump when any sediment and debris fills vault more the 4 inches in depth or obstructing flow into the connector pipes. c. Repair /replace damaged facilities or blocked pipes. d. Replacement of infiltration sumps when they will no longer dispose of 90% of the roof & driveway runoff. 3. If the City of Tukwila determines that maintenance or repair work is required to be done to the roof gutters, storm water conveyance and/or infiltration facilities existing on the above - described property, the director of the department of public works shall give the owner of the property within which the drainage facility is located, notice of the specific maintenance and/or repair required. The director of the department of public works shall set a reasonable time in which such work is to be completed by the titleholders who were given notice. If the above required maintenance and/or repair is not completed within the time set by the director, the city may perform the required maintenance and/or repair. Written notice will be sent to the titleholders "t)OS s4 ��� ". ..._ �............ wLL;; �.....:_ �. �....a.:.:..- '..t.:...,.:....:..•...It�..... r nN......,.. ;,1: AwJw..- ..,i. ur..o.�.. ..w...f:1 G.:u�:.v' :t4tik:'.Y;, tYC' 'YiM1iw ' .1+.FUS++I..x z Z �w QQ JU 00 N U) LLI J = S2 LL w� ti Q N D = �w z �0 z�__ W U� o C0 o� w w. �U u. O w z 0 z R , stating the city's intention to perform such maintenance. Maintenance work will not commence until at least seven days after such notice is mailed. The titleholder shall be responsible for reimbursement to the city within 30 days of the receipt of the invoice for any such work performed. Overdue payments will require payment of interest at the current legal rate for liquidated judgments. If legal action ensues, any costs or fees incurred by the county will be borne by the parties responsible for said reimbursements. These covenants are intended to protect the value and desirability of the real property described above, and to benefit all the citizens of the City of Tukwila. They shall run with the land and be binding on all parties having or acquiring interest in the real property as well as their heirs, successors and assigns. They shall inure to the benefit of each present or future successor in interest of said property or any part thereof, or interest therein, and to the benefit of all the =} citizens of the City of Tukwila. s J; r Doak Homes, Inc. Darryl Doak, Sr., President t STATE OF WASHINGTON ) COUNTY OF KING )ss cg On this day personally appeared before me: .7 to me known to be the individual(s) described in and who executed the within and foregoing instrument and acknowledged that they signed the same as their free and voluntary act and deed, for the uses and purposes therein stated. Given under my hand and official seal this day of , 2005. NOTARY PUBLIC in and for the State of Washington, residing at Commission Expires: z W J U - UO CO 0 J � CO) LL W 9 � V_ ?. S2 d F.. _, Z F- F- O Z 1-. w w Do o o� w F- �. 6 z O ~; Z Return Address: Doak Homes, Inc. 11812 2& Avenue SW Burien, WA 98146 RECEIVED CITY OF TUKWIW MAY 1 0 2005 PERMIT CENTER Title: SIDE SEWER EASEMENT AGREEMENT Reference Numbers: VOLUME 12 OF PLATS, PAGE 100, RECORDS OF KING COUNTY, WASHINGTON. Grantor: DOAK HOMES, INC. Grantee: DOAK HOMES, INC. Grantors Legal Description: LOT 14, BLOCK 5, ALLENTOWN ADDITION TO THE CITY OF SEATTLE, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 12 OF PLATS, PAGE 100, RECORDS OF KING COUNTY, WASHINGTON; SITUATE IN COUNTY OF KING, STATE OF WASHINGTON. Grantees Legal Description: LOT 13, BLOCK 5, ALLENTOWN ADDITION TO THE CITY OF SEATTLE, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 12 OF PLATS, PAGE 100, RECORDS OF KING COUNTY, WASHINGTON; SITUATE IN COUNTY OF KING, STATE OF WASHINGTON. TAX ACCOUNT NO. 0179000966 w 105 Z Z . OC w W D. U O: 0 C0 =. Cf) LL w 0 LLQ N� 7 E . w z F . E- Oi z f-- LLI 5. U� O co w U' w z CO)_. _' 0 z SIDE SEWER EASEMENT A GREEMENT THIS EASEMENT AGREEMENT is made and entered into by and between the undersigned, owner(s) (Grantor) in fee simple of the land described as follows: LOT 14, BLOCK 5, ALLENTOWN ADDITION TO THE CITY OF SEATTLE, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 12 OF PLATS, PAGE 100, RECORDS OF KING COUNTY, WASHINGTON; 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 land do hereby define, declare, grant and convey to the present and future owners (Grantee) of the land described as follows: LOTS 13, BLOCK 5, ALLENTOWN ADDITION TO THE CITY OF SEATTLE, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 12 OF PLATS, PAGE 100, RECORDS OF KING COUNTY, WASHINGTON; A non - exclusive perpetual Side Sewer Easement over, across, along, in, upon and under that portion of said Grantors land described as follows: BEGINNING AT THE NORTHWEST CORNER OF LOT 14, BLOCK 5, ALLENTOWN ADDITION TO THE CITY OF SEATTLE, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 12 OF PLATS, PAGE 100, RECORDS OF KING COUNTY, WASHINGTON; THENCE SOUTH 30 FEET TO THE SOUTHWEST CORNER OF SAID LOT 14; THENCE NORTH 45 °00' EAST, 42.43 FEET TO A POINT ON THE NORTH LINE OF SAID LOT 14; THENCE WEST ALONG SAID NORTH LINE, 30 FEET, MORE OR LESS, TO THE POINT OF BEGINNING. SITUATE IN COUNTY OF KING, STATE OF WASHINGTON. 2. This easement is for the sole purpose of the construction, use, and maintenance of a side sewer, together with the right of ingress and egress for such purposes. 3. Maintenance costs of the Side Sewer constructed within said easement shall be divided equally between the fee simple owners of the hereinabove describe Lots 13 and 14, except the maintenance costs of any portion of the Side Sewer that is used by only one of the Lot 13 or Lot 14 owner(s), will be the sole responsibility of the lot owner using their individual line. 4. The amount and type of maintenance to be performed on the jointly used side sewer shall be determined by majority vote of the lot owner(s) using the side sewer. Each lot shall have one vote regardless of the number of owners owning any lot. z Z w a: 2 D UO N o J = H N a, W LL j N d = W z� E- O z F_ 25 U� O C o �- Ww F_ u. O w z U C0 o . ~ z 5. For the purpose of maintaining the side sewer within said easement, each fee simple owner using the side sewer 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 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. 6. The herein easement and covenants may be amended only upon the written agreement of the Grantor and Grantee herein and shall be binding on all parties having or acquiring any right, title, or interest in the land described herein or any part thereof. DOAK HOMES, INC. Owner of Lot 13 and 14 by: Darrell Doak, President STATE OF WASHINGTON ) )ss. COUNTY OF ) I certify that I know or have satisfactory evidence that Darrell Doak is the person who appeared before me, and said person acknowledged that he signed this instrument, on oath stated that he was authorized to execute the instrument, and acknowledged it as the president of Doak Homes, Inc., a Washington corporation, to be the free and voluntary act and deed of such party for the uses and purposes therein mentioned in the instrument. Given under my hand and official seal this day of , 2005. Notary Public in and for the State of Washington, residing at Appointment expires: Z W . u� D JU U O N O J = CO u_ w �Ei . LL. co D = d Z �. �- o , Z E-: D o:, U o N O �-1 w LL O Z O Z Indemnification and Hold Harmless 1 n T ► 1 and rermlt I emporary In Nature Reference Number(s) of Related Document(s): D05 -154 Grantor: Doak Homes, Inc., a Washington State Corporation Grantee: CITY OF TUKWILA, a municipal corporation of King County, Washington WorkLocation: Along 46` Ave. South, located adjacent to and North of 12246 - 46`" Ave. South Abbreviated Work Description: Work within the City Right -of -Way, including driveway access, utilities, undergrounding of power, and storm drainage. NOW, THEREFORE, the parties agree as follows: The Permittee shall indemnify, defend and hold harmless the City, its officers, agents and employees, from and against any and all claims, losses or liability, including attorney's fees, arising from injury or death to persons or damage to property occasioned by any act, omission or failure of the Permittee, its officers, agents and employees, in using the City's right -of -way under this permit. This indemnification and hold harmless shall not apply to any damage resulting from the sole negligence of the City, its agents and employees. To the extent any of the damages referenced by this paragraph were caused by or resulted from the concurrent negligence of the City, its agents or employees, this obligation to indemnify, defend and hold harmless is valid and enforceable only to the extent of the negligence of the Permittee, its officers, agents, and employees. Further, the right -of -way permit herein is wholly of a temporary nature and it vests no permanent right to use whatsoever to the Permittee. Z W. � QQ 2 JU UO (0 0 C0 LU J = H. D LL W O LL CO)� = �W Z F . 1-- O Z E- W 25 =) p. O CO - W W H LL Z UN O Z 'r r Indemnification and Hold Harmless 1 n T ► 1 and rermlt I emporary In Nature Reference Number(s) of Related Document(s): D05 -154 Grantor: Doak Homes, Inc., a Washington State Corporation Grantee: CITY OF TUKWILA, a municipal corporation of King County, Washington WorkLocation: Along 46` Ave. South, located adjacent to and North of 12246 - 46`" Ave. South Abbreviated Work Description: Work within the City Right -of -Way, including driveway access, utilities, undergrounding of power, and storm drainage. NOW, THEREFORE, the parties agree as follows: The Permittee shall indemnify, defend and hold harmless the City, its officers, agents and employees, from and against any and all claims, losses or liability, including attorney's fees, arising from injury or death to persons or damage to property occasioned by any act, omission or failure of the Permittee, its officers, agents and employees, in using the City's right -of -way under this permit. This indemnification and hold harmless shall not apply to any damage resulting from the sole negligence of the City, its agents and employees. To the extent any of the damages referenced by this paragraph were caused by or resulted from the concurrent negligence of the City, its agents or employees, this obligation to indemnify, defend and hold harmless is valid and enforceable only to the extent of the negligence of the Permittee, its officers, agents, and employees. Further, the right -of -way permit herein is wholly of a temporary nature and it vests no permanent right to use whatsoever to the Permittee. Z W. � QQ 2 JU UO (0 0 C0 LU J = H. D LL W O LL CO)� = �W Z F . 1-- O Z E- W 25 =) p. O CO - W W H LL Z UN O Z f u 0 IN WITNESS WHEREOF, said individuals have caused this instrument to be executed this 2/5 hay of j ,tL1� 2005. - r uthori d Signature Authorized Signature STATE OF WASHINGTON) )ss. County of King ) I certify that I know or have satisfactory evidence that p J E K 5r YY a OGl , is the person who appeared before me, and said erson acknowledged that he /fie signed this instrument, on oath stated that he%#e was authorized to execute the instrument and acknowledged it as the Re- sjdanf of boa n .EYI c- , a corporation, to be the free and voluntary act of such party for the uses and purposes mentioned in this instrument. Dated JU L 2005 & D I F�aCj- Ulact, U, : .TARy's'N; A I�G2 r7. Dea6y �-•� ; Notary Publi in and for the State of Washington ', cn PUBL 0 residing at Ke nn on 6. o g .. � 0 _ " My appointment expires 6 - l6 -0 $ 'Is, 0 �WASN��= Z Q W W� JU UO. O W= H S2 U.: W0 1 J U. Q = CY f— _. Z F „ 1-0 Z E-: W � o. U N' O W LLi Z Z � r i` r 5� r DATED this 21 '^ day of �� , 2005. E� y. GRANTEE: CITY ofTUKWILA (j By. R z tF Print Name: — (:t James Morrow i� Its: Public Works Director STATE OF WASHINGTON) )SS. COUNTY OF KING On this day, before me personally appeared JIM MORROW to me known to be the PUBLIC WORKS DIRECTOR for the City of Tukwila, and executed this instrument on behalf of the City of Tukwila in his capacity as PUBLIC WORKS DIRECTOR and acknowledged that he is authorized to do so at his free and voluntary act and deed, for the uses and purposes therein mentioned. IN WITNESS WHEREOF, I have hereunto set my hand and official seal the day and year first above written. _ J A. DF � Name: Al - � A • D� Q c v s ,•�� �'Oi'•. �i, NOTARY PUBLIC, in and for the State of v �OTARy �cn ' ; �•+ `�' Washington, residing at �enfoh N �'UBL1G : 2 ��. ��'� OF WAS \ My commission expires: 6—lb-09 f*" Z � �W. 2 u� D U O; cl) 0' UJ JF co) LL W 0: J. U. a. CO) �W Z Z � F— 0 LL f Z I-- U co : i0 : M W — L11 U CO)` O Z • • 0 % • i i Z d f l I f NT5 / N Ts ors LAP SIO M FRONT ELEVATION _ r=LAZINCs = 2 EA. 4040=325F 1 /4 " =1' -0u 2 -EA. 1640 =12 SF. SALE: TOTAL z44 5F. Pore! S ee 00,14fes 40,h f#ft A - LEFT ELEVATION AZING_ 5 -Ea 504C_,W SF. SCALE: I/4 " =I' -0•• I- EA. 404m =12 SF. TOTAL =112 SF GLAZMrs REAUMS: I UY: 1 12 t i t - . - $ low " M ING OCR ► AM 3 Ll Will n � IN 111110 EWA = . ...................... t - E A 504C =V 5F- J A A = V —00 2-EA- 4" =32 5F. I - E - A. 2020 = SF. 2 -EA 2630 =14 SF. T SAL &10 SF. Ate ft Go orwai d dw g ow vwmmm d am =Now ON t ■fir Ac f Za' -tae C FG Y . v. 1V • r IL h r , i 1 i i i Z d f l I f NT5 / N Ts ors LAP SIO M FRONT ELEVATION _ r=LAZINCs = 2 EA. 4040=325F 1 /4 " =1' -0u 2 -EA. 1640 =12 SF. SALE: TOTAL z44 5F. Pore! S ee 00,14fes 40,h f#ft A - LEFT ELEVATION AZING_ 5 -Ea 504C_,W SF. SCALE: I/4 " =I' -0•• I- EA. 404m =12 SF. TOTAL =112 SF GLAZMrs REAUMS: I UY: 1 12 t i t - . - $ low " M ING OCR ► AM 3 Ll Will n � IN 111110 EWA = . ...................... t - E A 504C =V 5F- J A A = V —00 2-EA- 4" =32 5F. I - E - A. 2020 = SF. 2 -EA 2630 =14 SF. T SAL &10 SF. Ate ft Go orwai d dw g ow vwmmm d am =Now ON t ■fir Ac f Za' -tae C FG Y . v. 1V • r IL z w � Q� 3 co h � -Q r o I ! Co LSAri vd lu �! s 1 1 U z w O Q� o I ! Co jjj� ten_ me E ; 6 v 7 .AZ -VCs EA x640 Z 5r- 5 ! -EA. 6"r.32 5F. . -EA 60b8 =40 SF. aTY OF TtMM A d EA, 640 = 5F. w 18 an ,��,� CENTER -Y .-1 -? - WV OF TUCWA Ilk. -%I PEFUT CENTER __ --�-- add 12 �T . b P C14 SH NGLE SONG 12 ow. �P SIDINGS 12" 4N. +� 'Ms . h{► n.. w t "PIS C � /' L-o -' s j r t � r W 60 u*(.t 04 ohw1 4WA vv* (to 44" a4we. tl t II �_ a �` •�• . " es ) ?Xb NR. TOP 221-611— 9 03 MTL FNtAI"ll GLEE II • EA. 8 5041 SLG 4036 SLG FLOOR ABOVE T - T_4 IV* MM Mel O r t - ____ 31 A& 1 I � tt � I �! � ►' ~' v�� ` , ,� F/A TAIL FAMIL'*r AREA 'lT -2 DIRECT VENT FIRE PLACE REA W/TY SPACE YE SEE DETAIL FOX F f V TO. w 5040 LG 1 1 r� 11 _ 17 ,ti V w �M il 50A6 5-G- ' MIT ALATION I �� 2x12 TREAD OR ' cv c \ 3. 1 1/8 PLLO 'f' ADS YT _ (GLUE 4 BCPWW) I , 1 4" 5G. 4" L r ' TO STRINGERS ONG. SOrs. ' \ - , SE F CLOSING .,� I \ _ _ SUWACE USE AME SPACE ` I V V BELOW STAIRS UJ/ COUTE R AREA - I A ; � /all TYPE " X11 GWB DINING _s t �' 1 C r mm %-G _ q ll r�` MAIN FLOOR PLAN Mo I 5F, 3036 8" lw-_mmI /x I d 11 - - /411 NIL - TP. ' FRAME OUT T HIS fT 4A 00 22 IL211 zX WALL r let `! J a T Z 5 2oC' y A A r• IDET r . C T *40 f _(DK up=�:IR C^ '.� �� ^ -� J`OTA 1 'vim• 4X &A ;IJ O Sir f f� _ , e o? I \ 3) 2x12 STRINGERS '. TYPE X r- T I t .S TO I 2x4 TNRLIBT BLOCK FIRE BVIS. 0 MIDWAN s 0 WALL SD - G� ` AREA 1 `� \ / ONG 3 \ AL TRMGER KTI�EN STUDS I r T -� See ) WO 14 1PAte A-- TY STAIR 7-Of Ef var � SLC- T - _� . '_O�l' A -11 i '1 Al 4 - EA, A5 NOTED ON PLANS HEADER AS 24" R EVIEWE -~-- - FO c0DE C�lhPl � r JUN 2 i r �'. / ila zx& I nc � rr i t . N NU I I _ -• i t1 DRE VEN" FR4PIED N A . CITY A war i POWCEWER XNW WY OF TUPONKA ,,. 0 • i i LU Z V Z to W , Q � d Q Z �ul O� �2 son f s r W31N30 t iwa3d rrlminl .io A.UO 03AI30311 k 'Sod OOF DOWNSPOUT NE i/4, SE 1/4, SECTION 10, T23N, R4E, W.M. TYPE I CATCH BASIN WITH STANDARD GRATE INSTALL 24' - 04 REBAR . w.•.. -vrw Ar wwvj 0rj , n&2" NQM 1. STORM WATER RUNOFF FROM THE ROOF AND DRIVEWAY AREAS SHALL BE COLLECT A TYPE 1 AND ROTTED TO THE DRYWELL. 2. THE FNAL GRADE ELEVATION SHOWN ON THIS PLAN MAY BE ADJUSTED AS NESESSARY TO REDUCECUTS/FILLS AND/OR MAINTAIN 1 % MIN/5% MAX SLOPES FOR DRIVEWAY, DRAINAGE TO CATCH 131SINS. 3. INSTAL FILTER FABRIC OVER ALL CATCH BASIN OPENINGS DURING CONSTRUCTION. 4. ALL PT PIPE SHALL CONFORM TO ASTM D- 3034 CLEARING LIMIT IS THE PROPERTY LINE 1/4' MESH SCRE ON PIPE INL vv 1 1.1= r •.v iitJ.s � i 1 � 6" M AX. ��- 4' -4' LEACH BED TUBING ON LEVEL GRADE FILTER FABRIC LINER ON SIDES AND TOP OF DRY WELL � d3 IOVE SEASONAL WATER RESTRICTIVE LAYER 1 s a • � a NEW GILDING WILL BE SLAB t4 GRADE WAme 1 = i0 • $ GRAPHIC SCALE o • +e � (DI n") 1 iaoh = 10 tL ELEVATION DATUM: CITY OF TUKWILA SEWER AS -BUILT BENCH MARK: RIM SSMH 1334 -4A RIM ELEV. =111.62 FA_ / V r .� 2" COMPACTED DEPTH CLASS "B" ASPHALT CONCRETE 4 MIN. COMPACTED DEPTH' ASPHALT TREATED BASE OR EQUAL / LANDSCAPE BLOCK IETAINING WALL 85 I.B. KEYSTONE BACK OR EQUAL / 48" MAX. HEIGH' WITH 12" MIN. SETBACK TO PROPERTY LINE NOW UNDERGROUND UTILITIES, POWER, PHONE, TV, ETC. i f UA I c rroAZAN WHERE REQUIRED I I SUBGRADE COMPACTED TO 95X MAX. DENSITY L � J • NOTE: MATCH APRON SUBGRADE WITH SUBGRADE OF CITY STREET NEV NATURAL GAS SERVICE UNE --� 10'x12'x , &'DEEP DRYWELL --� 4 "PVC PIRF. PIPE TYPE 1 CB#2 STD. GRATE: 112.51 IE(4 MAINTAIN 0.50X MIN. SLOPE IE(4 "N.): 110.84 ALONG EXISTING OPEN DITCH —7 ACiA "W N. 12 11 nn DQSTMIG tY COW. STOR11 OR!1B'� !0H _0H — C 100 DIS'I11149 SOE SEAR F[^ 1npt REVIEWED F R Coot CON' RlMtE Aftenvf0 JUN 2 8 2005 9F Itl pN OH-- INSTALL NEW MAIL BOX 8 L CTURE PER TZ.ACIIMLA STAIE#AE�D ORIIYWra NO. !!S-a, 46TH A VENUk; ZN S=O. �i � �j `� _ ' SS SS a-j S SS lE(S 26 2 LCPE S=2.00� EXISTING 8 DI WATER MAIN EXISTING SEWER NEW TYK 1 CEW E(S): 110.27 TO BE REMOVED I — STD. GRATE: 112.23 — N •r �11 0.14 _ -- — — -- 288'-8' PVC, S = 0.40X -- _ — — � 110.14 SM EMP �„� #1 334-4A NE(4�: 110.89 E)OSTMIG ASPHALT SURFACE Mk 111.92 !I'MI Fii�l E)oS TING GAS pOSTMNG ASPHALT SPACE W W w W E 106.07 w W � � 90U7H� w w w w W w w G G G G 6 Al op LOT LOT 13 AREA 3000 SO. FT. ROOF AREA 1499 SQ.FT. DR. W AR EA DRIVE do A�.lC E 458 SQ. FT. TOTAL IMPERVIOUS AREA 1957 SO TAX LOT NO. 1 01 7900 — G INSTALL 314" W ATER SERVICE ,CONNECTION PER CITY OF fcvvDc Dow TUKVALA STANDARDS l � � 1 F/RE HYDRANT ,. • • uT *lERE THE S SEWE ATTACHED TO THE HOUSE • 2. SANTARY a' Cl AN=0UTS BE • FKAL GRAIDE • E- AXVALA j i ,. STANDARDS DWG, SS }�!!� ►_ .- 7rn.+wr_'_ 7..•...�..__•..•,.r ... r._+.�. w.�rs...,.+..��r.. _ i_i. _�.v � .ea r- +- '*wR._�._�. .u.r+i.+.s- -._w.. - - �w�_�....•.�� ^.._�_ +1.. - .+.w.^.e.•w.,�.�.��. �..r r►w. ��.or.. .,,...•..�.. .__... ,_... -..�. •.� - �.•_�.- .s_�.+..w.► ti. �. � -� •_._► -- .�.� �... - �.- �.►����. • r DENW 1w 18 10 PEFW CENTM MM& " /I /XIW t z z a a 3 cj :3 !g z V. �3 I A 93 C*4 VIN" r r z� s w o Em4a o En 1=4 Alt d cna s A N N 3OF3 I i t r i t s I , t t f i i Of ... -- ..r--- + - -�."_ ..�..•. .+.r. +...r .�.w►i �.._ .�+ � w....�rTe► ..,�� --!� �� �.�.�.•�'....�....w�.�.• - �..�. _ `•�.�/.r - --�'-� �...� �. - �- .w� .,/'�'�n.r - �•�/�VT�.�. a.s- .TM•.+.'.. mss. +r � �"�I' _ _ �1�.�.•r• .�...+�. ter..... +� Of NE 1/4, SE 1/4, SECTION 10, T23N, R4E, W.M. GEDJERAL CONSTRUCTION NO 1. Locations shown for existing utilities are approximate. 2. At least 48 hours before starting project site work, notify the Utilities Inspector at 206 -- 433 -0179. 3. Bequest 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 have 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 shall 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. CONSTRUCTION SPECMUTIONS 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 MUTCD requirements. c. All work requiring lane closures must 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 an 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 ^Psign Manual, unless otherwise approved. 2. Mark all storm drain inlets with " Durnp 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 provire 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. GRADING AND EROSION CONTROL 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 -woy 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 ad j)ining properties and drainage facilities. e. Inspect according to the approved ESC inspection schedule and make needed repairs immediately. UTILITY NOTES 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 ;n public rights -of -way or easements after asphalt paving. I a Al I, / .r✓� is of dloes riot a�liori� the vitiation cf any ad*W 0ft Avg" Of approved Fidd CM a oa 7 fl & f • fCCh ~be mob In the sewn , C: LAJ%"* prow approv l of --Zza DkimkwL -: aa me .gxwm a now pan SLtr-AW am tea,► : pbn re%,ew tees, _ ':ate F•:-~ r ^ :-;��� , �-�- 1' - . _ 71 7 is F - <i► f 39 STS 2 . s WAA+ � LOU iSE �ICCAn se r 39 73 �. A il* 4, S p„ayl rk 30 1 t t � � •s 1 7t 1461 1.I� - .. VICINITY MAP NTS Project Manage/Owner: Darryl Doak, Sr. �. Doak Homes, Inc. -,r 206 372-2280 r;• - _; J , - I i � ^ _ v41 *+i<eA Design Engineer: Tim Schriever, PE Alliant Engineering & Land Surveying, Inc. (425) 485 -1083 UT= LOCATION NOTE: 1 . Prior to starting construction, contact ONE -CALL (1-- 800 - 424 - -5555) for utility locations. 2. It is the contractor's responsibility to verify the location and elevation of all utilities and drainage facilities prior to construction. . 1) ATTEND PRE- CJNSTRUCTiON MEETING. 2) FLAG OR FENCE CLEARING LIMITS AND INSTALL FILTER FABRIC OVER EXISTING CATCH BASINS. 3) INSTALL PERIMETER PROTECTION (SILT FENCES, ETC.) 4) INSTALL STORM DRAIN ALONG 45TH AVE. S. 5) GRADE AND INS BALL CONSTRUCTION ENTRANCE TO LOTS. 6) CLEAR FOR AND INSTALL SEDIMENT TRAPS IF NECESSARY. 7) CLEAR, ROUGH GRADE, STABILIZE SITE AND CONSTRUCT BUILDINGS. 8) INSTALL SIDE SEWER, WATER SERVICE AND OTHER UTILITIES. 9) INSTALL ON -SITE STORM DRAINAGE FACILITIES. 10) INSTALL FILTER FABRIC OVER ALL CATCH BASIN GRATES. 11) MAINTAIN EROSION CONTROL MEASURES IN ACCORDANCE WITH TUKWILA CITY STANDARDS. 12) 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. 13) COMPLETE FiNAL GRADING AND PAVING OF DRIVEWAYS. 14) STABILIZE ALL AREAS WITHIN SEVEN DAYS OF REACHING FINAL GRADE. 15) HYDROSEED (OR EQUAL) ALL DISTURBED OR CLEARED SOiLS TO REMAIN UNWORKED FOR MORE THAN 30 DAYS. 16) CLEAN OUT STORM DRAINAGE SYSTEM. 17) UPON COMPLE11ON OF THE PROJECT, STABILIZE ALL DISTURBED AREAS AND REMOVE ALL ESC FACILITIES (BMP's) ONLY WHEN ENTIRE SITE IS STABILIZED. 01 P i , t III W V , LOTS 13, BLOCK 5, A ADDITION TO THE CITY OF SEA i TLE, ACCORD!NG TO THE PLAT RECORDED IN VOLUME 12 OF PLATS, PAGE 100, RECORDS OF KING COUNTY, W A SHIivGTDNv. F.AfffkiHORK MarIMA"T"E7 RECUVED CUT 30 CU. YDS PER LOT Crry C* nAW1`1 F l:.L 30 CU YDS REK ! ()T PST CENTER SHEET I SPEC:FtCAnONS AND DE SHUT 2 ERMOH & SEDIM T)ON CONTROL P1.M SHIM 3 GRADiNV & DRAIN PLAN L74 � SCALE: 1"=10' H DATE: 04/14/2005 v z Z� Z z �a Z� Z a d ai 0 Nn 0 In 12 PA W CQ QO CO CQ N O I O CD M O ce aA10 O v 0 1111r. rte.• i1► - �- V1 QD w 00 a� .tit,.. GO Q Q at ofn* HDM Drill 1Y - -� Y W I _ ':ate F•:-~ r ^ :-;��� , �-�- 1' - . _ 71 7 is F - <i► f 39 STS 2 . s WAA+ � LOU iSE �ICCAn se r 39 73 �. A il* 4, S p„ayl rk 30 1 t t � � •s 1 7t 1461 1.I� - .. VICINITY MAP NTS Project Manage/Owner: Darryl Doak, Sr. �. Doak Homes, Inc. -,r 206 372-2280 r;• - _; J , - I i � ^ _ v41 *+i<eA Design Engineer: Tim Schriever, PE Alliant Engineering & Land Surveying, Inc. (425) 485 -1083 UT= LOCATION NOTE: 1 . Prior to starting construction, contact ONE -CALL (1-- 800 - 424 - -5555) for utility locations. 2. It is the contractor's responsibility to verify the location and elevation of all utilities and drainage facilities prior to construction. . 1) ATTEND PRE- CJNSTRUCTiON MEETING. 2) FLAG OR FENCE CLEARING LIMITS AND INSTALL FILTER FABRIC OVER EXISTING CATCH BASINS. 3) INSTALL PERIMETER PROTECTION (SILT FENCES, ETC.) 4) INSTALL STORM DRAIN ALONG 45TH AVE. S. 5) GRADE AND INS BALL CONSTRUCTION ENTRANCE TO LOTS. 6) CLEAR FOR AND INSTALL SEDIMENT TRAPS IF NECESSARY. 7) CLEAR, ROUGH GRADE, STABILIZE SITE AND CONSTRUCT BUILDINGS. 8) INSTALL SIDE SEWER, WATER SERVICE AND OTHER UTILITIES. 9) INSTALL ON -SITE STORM DRAINAGE FACILITIES. 10) INSTALL FILTER FABRIC OVER ALL CATCH BASIN GRATES. 11) MAINTAIN EROSION CONTROL MEASURES IN ACCORDANCE WITH TUKWILA CITY STANDARDS. 12) 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. 13) COMPLETE FiNAL GRADING AND PAVING OF DRIVEWAYS. 14) STABILIZE ALL AREAS WITHIN SEVEN DAYS OF REACHING FINAL GRADE. 15) HYDROSEED (OR EQUAL) ALL DISTURBED OR CLEARED SOiLS TO REMAIN UNWORKED FOR MORE THAN 30 DAYS. 16) CLEAN OUT STORM DRAINAGE SYSTEM. 17) UPON COMPLE11ON OF THE PROJECT, STABILIZE ALL DISTURBED AREAS AND REMOVE ALL ESC FACILITIES (BMP's) ONLY WHEN ENTIRE SITE IS STABILIZED. 01 P i , t III W V , LOTS 13, BLOCK 5, A ADDITION TO THE CITY OF SEA i TLE, ACCORD!NG TO THE PLAT RECORDED IN VOLUME 12 OF PLATS, PAGE 100, RECORDS OF KING COUNTY, W A SHIivGTDNv. F.AfffkiHORK MarIMA"T"E7 RECUVED CUT 30 CU. YDS PER LOT Crry C* nAW1`1 F l:.L 30 CU YDS REK ! ()T PST CENTER SHEET I SPEC:FtCAnONS AND DE SHUT 2 ERMOH & SEDIM T)ON CONTROL P1.M SHIM 3 GRADiNV & DRAIN PLAN L74 � SCALE: 1"=10' H DATE: 04/14/2005 v z Z� Z z �a Z� Z a d ai 0 Nn 0 In 12 PA W CQ QO CO CQ N O I O CD M O ce aA10 O v 0 1111r. rte.• i1► U) Z� o� E F �A G4 ~" A a� , 0 N O O 2 W J L� 9 a d n Ans w 1 OF 3 DO 5 151 too I, r �y AN NS a � .� r T \ &7 A COD i GA et n111111111 IVERTIW ImE o c INC C I s o. / � _ c 0 3 V1 QD w 00 a� 111 co W 03 O Q Q iD w NZ C-4 ^ Y W I o O a NM 04 V - Go CL 0 .-- U) Z� o� E F �A G4 ~" A a� , 0 N O O 2 W J L� 9 a d n Ans w 1 OF 3 DO 5 151 too I, r �y AN NS a � .� r T \ &7 A COD i GA et n111111111 IVERTIW ImE o c INC C I s o. / � _ c 0 NE 1/4, SE 1/4, SECTION FILTER FABRIC MATERIAL 36' MIN WIDE ROLLS. USE STAPLES OR WARE RINGS TO ATTACH FABIC TO WIRE. JOINTS IN FILTER FABRIC SHALL BE SPLICED AT POSTS. 2'x2" BY 14 GA. WIRE FABRIC OR EQUIVALENT SILT DETAIL NOT TO SCALE GRAPHIC SCALE 10 0 s 10 20 I " INA Al 41 24 "MIN 36'MIN NOTES: A. THE FILTER FABRIC SHALL BE PURCHASED IN A CONTINUOUS ROLL CUT TO THE LENGTH OF THE BARRIER TO AVOID USE OF JOINTS. WHEN JOINTS ARE NECESSARY, FILTER CLOTH SHALL BE SPLICED TOGETHER ONLY AT A SUPPORT POST, NTH A MINIMUM 6 INCH OVERLAP, AND BOTH ENDS SECURELY FASTENED TO THE POST. B. THE FILTER FABRIC FENCE SHALL BE INSTALLED TO FOLLOW THE CONTOURS (WHERE FEASIBLE). THE FENCE POSTS SHALL BE SPACED A MAXIMUM OF 6 FEET APART AND DRIVEN SECURELY INTO THE GROUND MINIMUM OF 12 INCHES). C. A TRENCH SHALL BE EXCAVATED, ROUGHLY 4 INCHES WIDE AND 4 INCHES DEEP, UPSLOPE AND ADJACENT TO THE WOOD POSTS TO ALLOW THE FILTER FABRIC TO BE BURIED. D. WHEN STANDARD STRENGTH FILTER FABRIC IS USED, A WIRE MESH SUPPORT FENCE SHALL BE FASTENED SECURELY TO THE UPSLOPE SIDE OF THE POSTS USING HEAVY -DUTY MARE STAPLES AT LEAST 1 INCH LONG, TIE HARES OR HOG RINGS. THE WIRE SHALL EXTEND INTO THE TRENCH A MINIMUM OF 4 INCHES AND SHALL NOT EXTEND MORE THAN 36 INCHES ABOVE THE ORIGINAL GROUND SURFACE. E. THE STANDARD STRENGTH FILTER FABRIC SHALL BE STAPLED OR WIRED TO THE FENCE, AND 12 INCHES OF THE FABRIC SHALL BE EXTENDED INTO THE TRENCH. THE FABRIC SHALL NOT EXTEND MORE THAN 36 INCHES ABOVE THE ORIGINAL GROUND SURFACE. FILTER FABRIC SHALL NOT BE STAPLED TO EXISTING TREES. F. WHEN EXTRA - STRENGTH FILTER FABRIC AND CLOSER POST SPACING ARE USED, THE MARE MESH SUPPORT FENCE MAY BE ELIMINATED. IN SUCH A CASE, THE FILTER FABRIC IS STAPLED OR WIRED DIRECTLY TO THE POSTS MATH ALL OTHER PROVISIONS OF STANDARD NOTE E APPLYING. G. THE TRENCH SHALL BE BACKFILLED WITH NATIVE SOIL OR 314' -1.5 WASHED ROCK H. FILTER FABRIC FENCES SHALL BE REMOVED WHEN THEY HAVE SERVED THEIR USEFUL PURPOSE, BUT NOT BEFORE THE UPSLOPE AREA HAS BEEN PERMANENTLY STABILIZED. I. FILTER FABRIC FENCES SHALL BE INSPECTED IMMEDIATELY AFTER EACH RAINFALL AND AT LEAST DAILY DURING PROLONGED RAINFALL ANY REQUIRED REPAIRS SHALL BE MADE IMMEDIATELY. J. MAINTENANCE: ANY DAMAGED OR CLOGGED FENCE ��ALL BE REPAIRED/I4EPLAC'ED IMMEDIATELY. SEDIMENT MUST BE REMOVED WHEN THE SEDIMENT DEPTH IS 6 INCHES OR GREATER. IF CONCENTRATED FLOWS ARE EVIDENT UPHILL OF THE FENCE, THEY MUST BE INTERCEPTED AND CON%EEYED TO A SEDIMENT TRAP OR POND. LANDSCAPE BLOCK RETAINING WALL 85 LB. KEYSTONE BLOCK OR EQUAL 48" MAX. HEIGHT NTH 12" MIN. SETBACK TO PROPERTY UNE INSTA .1 STABWZED CONSTRUCTION ENTRANCE PER DETAIL THIS SHEET �r ol A of 120 DEPTH*"i, �- / • •4 0 -6* ARRY SPALLS • •• • . . e GEOTEXTILE FABRIC UNDER QUARRY SP ' (MARAF1 6WX OR EQUAL) NOT TO S STABIUZED CONSTRUCTION ENTRANCE NOTES: ". Rs'S A;lA'n0l`i: INC AREA OF TW ENTRANCE 9�0,..� BE CLEARED OF A" %EGETATION. ROCS AW OTTER O"CTO GAME W 7 1E SPACES 9+A:L BE PLACED TO T1E SPECWF%_�" DIIMID4SONS ANY DRA&AGE FACIE. - C S QE;:s_x' BECAUSE OF MA90IG 94MM BE CONS'WkM ACC.ORDPoG 70 SPEOFXATX04 !h - 6 -E z_A& F UkSH RACKS ARE USED. '%+E" 9+0.1Lt': BE WSTA ACCMWp 'Ir 11/1NwlFJi► ;"pc 4 SKOFXATIONS 2 A=K(,A TF r - C Ir O. AM'w SPA -S PER NSDC - _'p. SPECS. SEC 9- 3. EN'R AP CE D>MENSKA& 'HE AGMG -ATE -.A VI R UL BE AT LEAST t r 'HIM R• w'ST E - rM r E F%,XL MC OF "►E vEHKX&AR MESS A►hc witEss AFKA- IW LENGTk OF THE E k MIUS BE A' LEAS' 1 00 FEET. 4 MASHPAQ F CO DF'1CNS ON '►E SITE ARE SLoO- =A• wMT OF THE " IS moT REMOVED FROW IF S 8" CONTAC 1W TFE R= D► tat, THEDj1 THE TiAE3 MUST EE M9#D 6EfORE %e*CLES Ely" A PUBLX ROAD. MA9+ SA V WiST K CAN= AMY FWW 'IE ENTRANCE TO A SETn.%G AREA TO FANXI11E SEDRAD'' a U%S# RAQc MAY ALSO K USED TO MAKF 044HNG KIIIIIIIE CI0114"WEME116r & D EFFfCTNE. S MA&TA APACE. ME EMIRANCE SHALL K MAWme go A GoioTO* 1*004 NIILL T 'RACKING OR ROi OF mW COM PUBLX — r. - HITS MAv nEaIOE of RICA C NP DOWSSNG 0'7#4 -2 SiOWE. AS CON0 DENIAM. W NPA R AND/M CLEAN OUT OF AMY STRLACT`JRES 4SED TC ?W SECINOW. ALL 1M1TElIllksus g%LEM EO U%SHC alt VRACMED FTMW VE OMTC IIOADiMAY OR x{70 S'00b DRANS WJST K REMG1W m*AM lELY W SNEEPWIP, M# PAVEIEXT SMALL NQ' SE aEpAW BY SAWM DOM rAE SWEET. EXCEP; 0401 SEEPW IS SICEFTEX11INt AM 'sVq IS A SAT TIO PUOM SNETY INSTALL TEMPORARY SILT FENCE AS NE Y TD PREVENT SILT LADEN WATER FROM ENTERING DOWN DRAINAGE FACIUTIM MAINTAIN 0.50% MIN SLOPE ALONG EXISTING OPEN DITCH — OH - .OH OH 46TH AVENUE; 5 - ----SS - s Ss EY 288'-8 1 inch w 10 tL CLEARING LIMIT IS THE PROPERTY LINE ELEVATION DATUM: CITY OF TUKWILA SEWER AS —BUILT BENCH MARK: RIM SSMH 1334 -4A RIM ELEV.= 111.62 +0 BODE L l�� _.: 2 v 20C: O OH OH 01 INSTALL NEW MAIL BOX STRUCTURE PER TUKWLA STANDARD DRAVWNG NO. RS•$. ; T 11 ss ss ss ss SS Ti Di WA `E i V EXIS`NG ASPH S.,R: ACE SCALE: 1" =10' H DATE: 04/1 4 /2005 ci c� z z� a Z zw 0a Z:: Fq z Z a a d 3S • • . . • 3 1 za 1 1 Z Z� 00 rn •••.••••••••, W 0 QQ N N ••••• •••••• Q I ? I oc _ .. 0 a = C4 m C4 IL . ❖X33333S BOTTOM OF FILTER ••1 I MATERIAL IN 4"X4 TIRENCH_� - . •�:� SILT DETAIL NOT TO SCALE GRAPHIC SCALE 10 0 s 10 20 I " INA Al 41 24 "MIN 36'MIN NOTES: A. THE FILTER FABRIC SHALL BE PURCHASED IN A CONTINUOUS ROLL CUT TO THE LENGTH OF THE BARRIER TO AVOID USE OF JOINTS. WHEN JOINTS ARE NECESSARY, FILTER CLOTH SHALL BE SPLICED TOGETHER ONLY AT A SUPPORT POST, NTH A MINIMUM 6 INCH OVERLAP, AND BOTH ENDS SECURELY FASTENED TO THE POST. B. THE FILTER FABRIC FENCE SHALL BE INSTALLED TO FOLLOW THE CONTOURS (WHERE FEASIBLE). THE FENCE POSTS SHALL BE SPACED A MAXIMUM OF 6 FEET APART AND DRIVEN SECURELY INTO THE GROUND MINIMUM OF 12 INCHES). C. A TRENCH SHALL BE EXCAVATED, ROUGHLY 4 INCHES WIDE AND 4 INCHES DEEP, UPSLOPE AND ADJACENT TO THE WOOD POSTS TO ALLOW THE FILTER FABRIC TO BE BURIED. D. WHEN STANDARD STRENGTH FILTER FABRIC IS USED, A WIRE MESH SUPPORT FENCE SHALL BE FASTENED SECURELY TO THE UPSLOPE SIDE OF THE POSTS USING HEAVY -DUTY MARE STAPLES AT LEAST 1 INCH LONG, TIE HARES OR HOG RINGS. THE WIRE SHALL EXTEND INTO THE TRENCH A MINIMUM OF 4 INCHES AND SHALL NOT EXTEND MORE THAN 36 INCHES ABOVE THE ORIGINAL GROUND SURFACE. E. THE STANDARD STRENGTH FILTER FABRIC SHALL BE STAPLED OR WIRED TO THE FENCE, AND 12 INCHES OF THE FABRIC SHALL BE EXTENDED INTO THE TRENCH. THE FABRIC SHALL NOT EXTEND MORE THAN 36 INCHES ABOVE THE ORIGINAL GROUND SURFACE. FILTER FABRIC SHALL NOT BE STAPLED TO EXISTING TREES. F. WHEN EXTRA - STRENGTH FILTER FABRIC AND CLOSER POST SPACING ARE USED, THE MARE MESH SUPPORT FENCE MAY BE ELIMINATED. IN SUCH A CASE, THE FILTER FABRIC IS STAPLED OR WIRED DIRECTLY TO THE POSTS MATH ALL OTHER PROVISIONS OF STANDARD NOTE E APPLYING. G. THE TRENCH SHALL BE BACKFILLED WITH NATIVE SOIL OR 314' -1.5 WASHED ROCK H. FILTER FABRIC FENCES SHALL BE REMOVED WHEN THEY HAVE SERVED THEIR USEFUL PURPOSE, BUT NOT BEFORE THE UPSLOPE AREA HAS BEEN PERMANENTLY STABILIZED. I. FILTER FABRIC FENCES SHALL BE INSPECTED IMMEDIATELY AFTER EACH RAINFALL AND AT LEAST DAILY DURING PROLONGED RAINFALL ANY REQUIRED REPAIRS SHALL BE MADE IMMEDIATELY. J. MAINTENANCE: ANY DAMAGED OR CLOGGED FENCE ��ALL BE REPAIRED/I4EPLAC'ED IMMEDIATELY. SEDIMENT MUST BE REMOVED WHEN THE SEDIMENT DEPTH IS 6 INCHES OR GREATER. IF CONCENTRATED FLOWS ARE EVIDENT UPHILL OF THE FENCE, THEY MUST BE INTERCEPTED AND CON%EEYED TO A SEDIMENT TRAP OR POND. LANDSCAPE BLOCK RETAINING WALL 85 LB. KEYSTONE BLOCK OR EQUAL 48" MAX. HEIGHT NTH 12" MIN. SETBACK TO PROPERTY UNE INSTA .1 STABWZED CONSTRUCTION ENTRANCE PER DETAIL THIS SHEET �r ol A of 120 DEPTH*"i, �- / • •4 0 -6* ARRY SPALLS • •• • . . e GEOTEXTILE FABRIC UNDER QUARRY SP ' (MARAF1 6WX OR EQUAL) NOT TO S STABIUZED CONSTRUCTION ENTRANCE NOTES: ". Rs'S A;lA'n0l`i: INC AREA OF TW ENTRANCE 9�0,..� BE CLEARED OF A" %EGETATION. ROCS AW OTTER O"CTO GAME W 7 1E SPACES 9+A:L BE PLACED TO T1E SPECWF%_�" DIIMID4SONS ANY DRA&AGE FACIE. - C S QE;:s_x' BECAUSE OF MA90IG 94MM BE CONS'WkM ACC.ORDPoG 70 SPEOFXATX04 !h - 6 -E z_A& F UkSH RACKS ARE USED. '%+E" 9+0.1Lt': BE WSTA ACCMWp 'Ir 11/1NwlFJi► ;"pc 4 SKOFXATIONS 2 A=K(,A TF r - C Ir O. AM'w SPA -S PER NSDC - _'p. SPECS. SEC 9- 3. EN'R AP CE D>MENSKA& 'HE AGMG -ATE -.A VI R UL BE AT LEAST t r 'HIM R• w'ST E - rM r E F%,XL MC OF "►E vEHKX&AR MESS A►hc witEss AFKA- IW LENGTk OF THE E k MIUS BE A' LEAS' 1 00 FEET. 4 MASHPAQ F CO DF'1CNS ON '►E SITE ARE SLoO- =A• wMT OF THE " IS moT REMOVED FROW IF S 8" CONTAC 1W TFE R= D► tat, THEDj1 THE TiAE3 MUST EE M9#D 6EfORE %e*CLES Ely" A PUBLX ROAD. MA9+ SA V WiST K CAN= AMY FWW 'IE ENTRANCE TO A SETn.%G AREA TO FANXI11E SEDRAD'' a U%S# RAQc MAY ALSO K USED TO MAKF 044HNG KIIIIIIIE CI0114"WEME116r & D EFFfCTNE. S MA&TA APACE. ME EMIRANCE SHALL K MAWme go A GoioTO* 1*004 NIILL T 'RACKING OR ROi OF mW COM PUBLX — r. - HITS MAv nEaIOE of RICA C NP DOWSSNG 0'7#4 -2 SiOWE. AS CON0 DENIAM. W NPA R AND/M CLEAN OUT OF AMY STRLACT`JRES 4SED TC ?W SECINOW. ALL 1M1TElIllksus g%LEM EO U%SHC alt VRACMED FTMW VE OMTC IIOADiMAY OR x{70 S'00b DRANS WJST K REMG1W m*AM lELY W SNEEPWIP, M# PAVEIEXT SMALL NQ' SE aEpAW BY SAWM DOM rAE SWEET. EXCEP; 0401 SEEPW IS SICEFTEX11INt AM 'sVq IS A SAT TIO PUOM SNETY INSTALL TEMPORARY SILT FENCE AS NE Y TD PREVENT SILT LADEN WATER FROM ENTERING DOWN DRAINAGE FACIUTIM MAINTAIN 0.50% MIN SLOPE ALONG EXISTING OPEN DITCH — OH - .OH OH 46TH AVENUE; 5 - ----SS - s Ss EY 288'-8 1 inch w 10 tL CLEARING LIMIT IS THE PROPERTY LINE ELEVATION DATUM: CITY OF TUKWILA SEWER AS —BUILT BENCH MARK: RIM SSMH 1334 -4A RIM ELEV.= 111.62 +0 BODE L l�� _.: 2 v 20C: O OH OH 01 INSTALL NEW MAIL BOX STRUCTURE PER TUKWLA STANDARD DRAVWNG NO. RS•$. ; T 11 ss ss ss ss SS Ti Di WA `E i V EXIS`NG ASPH S.,R: ACE SCALE: 1" =10' H DATE: 04/1 4 /2005 ci c� z z� a Z zw 0a Z:: Fq z Z a a d 3S • • . . • � o = J O � ! W � N z � w < E=4 .A � w W1 ik A A ! A 3 _ n ^ Aw n INSTALL .3/ WA TER SERVICE i C ONNECT)ON PER C3 OF ?3:KULA STANDARDS 7 (BORE POPE UNDER ROAD) e • RECENED CrTY OF TUKW" ' I Cl 2 PEIN11T CENTER c :# 5 1 Iff y 10, T23N, R4E, W.M. V M sir 20F3 1 3 1 za 1 1 Z Z� 00 rn co W 0 QQ N N � Q I ? I oc '0 0 .. 0 a = C4 m C4 IL � o = J O � ! W � N z � w < E=4 .A � w W1 ik A A ! A 3 _ n ^ Aw n INSTALL .3/ WA TER SERVICE i C ONNECT)ON PER C3 OF ?3:KULA STANDARDS 7 (BORE POPE UNDER ROAD) e • RECENED CrTY OF TUKW" ' I Cl 2 PEIN11T CENTER c :# 5 1 Iff y 10, T23N, R4E, W.M. V M sir 20F3 1 1 za 1 1 d0 1 Ix g g z a a 0 w W1 ik A A ! A 3 _ n ^ Aw n INSTALL .3/ WA TER SERVICE i C ONNECT)ON PER C3 OF ?3:KULA STANDARDS 7 (BORE POPE UNDER ROAD) e • RECENED CrTY OF TUKW" ' I Cl 2 PEIN11T CENTER c :# 5 1 Iff y 10, T23N, R4E, W.M. V M sir 20F3 1 QLVD OOF DOWNSPOUT TYPE 1 CATCH BASIN WITH STANDARD GRATE INSTALL 24' - M4 REBAR . -V ^ #-L t rrrn nr nnv% ie-I a CLEARING LIMIT IS THE PROPERTY LINE 6" MAX. 1/4' MESH SCREEN ON PIPE INLET I L.A I UN0AJIIV WHERE REQUIRED i I LOVE SEASONAL WATER RESTRICTIVE LAYER DRmil NOT TO SCALE / P + / / / / 2" COMPACTED DEPTH CLASS "B" ASPHALT CONCRETE 4" MIN. COMPACTED DEPTH* ASPHALT TREATED BASE OR EQUAL 1/4, SE 1/4, SECTION 10, T23N R4E, Wemo ' LEACH BED TUBING ON LEVEL GRADE FILTER FABRIC LINER ON SIDES AND TOP OF DRY WELL NEW BUILDING WILL BE SLAB ON GRADE / LANDSCAPE BLOCK RETAINING WALL / 85 LB. KEYSTONE BLOCK OR EQUAL 48" MAX. HEIGHT WITH 12" MIN. SETBACK TO PROPERTY LINE SUBGRADE COMPACTED TO 95% MAX. DENSITY STORM DRAIN"Z NO= 1. STORM WATER RUNOFF FROM THE ROOF AND DRIVEWAY AREAS SHALL BE COLLECT A TYPE 1 AND ROUTED TO THE DRYWELL. 2. THE FINAL GRADE ELEVATION SHOWN ON THIS PLAN MAY BE ADJUSTED AS NESESSARY TO REDUCE CUTS/FILLS AND /OR MAINTAIN 1 % MIN /5% MAX SLOPES FOR DRIVEWAY, DRAINAGE TO CATCH BASINS. 3. INSTALL FILTER FABRIC OVER ALL CATCH BASIN OPENINGS DURING CONSTRUCTION. 4. ALL PVC PIPE SHALL CONFORM TO ASTM D- 3034- SDR35. NEW UNDERGROUND UTILITIES, POWER, PHONE, TV, ETC. 'NOTE: MATCH APRON SUBGRADE WITH SUBGRADE OF CITY STREET NEW NATURAL GAS SERVICE LINE 10'x12'x4'DEEP DRYWELL 4 "PVC PERF. PIPE TYPE 1 CB #2 STD. GRATE: 112.51 IE(4 "E.):110.84 • - ,SECTION A NOT TO SCALE MAINTAIN 0.50% MIN. SLOPE IE(4 "N.): '10.84 ALONG EXISTING OPEN DITCH --r .r..•.... .__ .._ E*STING 12" CONC. STORY DRAIN _ *Me IE: 109.85 :,1 46TH AVE i5 X55 SS Ss-j `---' E - ST = NG SEWER 186' -8" vC. S= %C .40 % EMSTM SSW #I334-4A Rlkt 111.62 F: 105.07 (" FROM SOUTH) mmmw GRAPHIC SCALE o d 10 20 ( IN FEET ) 1 inch = 10 it ELEVATION DATUM: CITY OF TUKWILA SEWER AS -BUILT BENCH MARK: RIM SSMH 1334 -4A RIM ELEV.= 111.62 co V V CC JUN ? 1 SCALE: 1"= 10" H DATE: 04/14/2005 8 N coo ~ � W x W ' `• V z cq � ~ V 0 coo z �R° w� � Z 0 la a W � 1 0v It Z Z a 4 04 Ad 3 cn W cp Z CO W Z 0��0 O) co o co 3 X co y N W t�0 � O D � N N m `� IL I i 0 0 N E=4 Om4 o Z U)W J 0=4 IM4 I N r AEL5 11 MUARR 3 OF 3 Ar a- I le ... OH pH OH �+ • 3� i 0 1 0 OH OH 0 DQ lm SSE SEWER INSTALL NEW MAILBOX STRUCTURE PER N RD DRAVIANG NO. RS-6. � IE(12"): 110.10 • 20 �" � ` IE(8'k 105.53 TL"LA STANDARD 0 in 105.79 NEXT TO EXISTING MAI so N 8'- 12 "LCPE 'r, ��`'• s) S--0.50X � ss ss ss ss cc ss S SS SS 5S SS SS SS 55 NEW 26' -12" LCPE EXIST t 5' - 12' (;P I _ .. EX'S -"NG 8 0� WA,?r? V NEW TYPE 1 CB#1 ' IE(5): 1 10.14 0 REMOVED - - - STD_ GR A TE: 112.21 1E N�: _110.14 - - - lE(127.' 11 0.14 -0.50 i IE(4 ): 110.89 EXISTING ASPHALT SURFACE l • 1 c - c EIGSTING ASPHALT SURFACE LG' AREA 3000 SC.� RCO AREA 14 99 SO.; T. DR VE & AALK ARE 458 sa.F T Im PER 1 0OUS AREA 1 957 S0.1 TA LOT N O. 01 7900- ____ � r � �EVSTNG ,,��C FiR'E HYDRA.N T EX N v .: �►_. �r _ A 4 A >� AL INSTALL 3/4 WATER SERVICE CONNECTION PER CITY OF TUKOLA STANDARD (BORE PIPE UNDER ROAD) v V v Qm6Q& TLLpaw_s r . OL-w- pow CEN11m cumm� NO=: 1. IN STALL A CLEAN -OUT WHERE THE SIDE SEWER ATTACHED TO THE HOUSE PL.UkONG. 2. SANITARY SEWER CLEAN =OUTS SHALL BE EXTENOED TO FINAL GRADE PER TUKYALA CONSTRUCTION STANDARDS DWG,. SS-2- ft all q REVISIONS; i BY: 12 i SH INGLE SIDING I�f 1� 12 ON. HORZ. AP 501ING 12 Off. 410RZ. LAP S I D ING I lI i Ft a'i its TS A, FRONT �L�VATION LgZINCs =2- EA. 4040 =319F. SCALE: 114 "=l' -0" 2 -EA. 1640 =12 SF. TOTAL = 44 F. 007C SPA t��lv4�ow l�rtly�S ' COMP. SNINCsLES ON 15 ON Vib" OSB ON PRE-ENG. TRUSSES 24" OC. HORZ. LAP SIDING � HORZ, LAP SIDINCs �0R JUN • � V )!W.z _ _ Y ` .. / - = * }� � r � �I♦ - f► use LEFT ELEVATICN �z LAZINCs= 5- EA_5040 = 5F. SCALE: 114 " =I' -011 I-EA. 4040 =12 SF. TOT AL =112 SF GLAZING X , 0 !11 ` v � Q cp = � i�3 Nw ul c Q `A 3N on-%— 0 W­. om— / I " . 4\ own ' : «� 4m, aw -� _� • � � - - rJl • - r tr V �/ ��� - I � �./ MY of ttKVwo�_ PAY 1 a �Y�c PEMET CENTER tq4 12 • Y C -- , -- • ' o" t \./ «"'' L.-. ✓ �/ it ` a.l! :./ /�/ v.11� � /ON Now 1 34 ' C- t �c +.+- . - -- f _- �,1 J a • J � 3 ul c a� 15 c ct REVISIONS: BY: ~" DUU �3 NU� 0 � -- --- w* m* 0w w0 Ul � -- --- w* m* 0w w0 REVISIONS: I BY: •]�t c 1 DEADER TOM OF HEADE � ro STRAP 2 E A. 2-6 A. 2'.- 4 o f bo (( I I ° o; 001 001 o ol ° o 'PA CE1NG ° : ' ' f FROM EDGES +00 ° oo ° o { -- °0. 0 01 iI li � , I! WWx M PER KM TYMAL 2x6 ; • i PP?. 2 x MLVM.L 1W %a# x W Afk 0 4AV or. � AFVMQOx MADE x 4" COW.. 'SEAS O` WM i o ED Wft !"E5k ON 4 6 Wmp. FL. 11 1r . B+-�EADER - ----- 3 ROWS SD 9 3 3 Oc, . BOTTOM OF HEA tR r r/ I POUR GONG. CURB UP ABOVE CONC. SLAB "O Li! i NIN 6 -6" OF HEADER BOTTOM 4" CONC. a SLAB v — - - -2 v Q - - T -4 • I+ - - - - - _ _ - - - -- 46 4a i -_ � ' I I 1 I ! I I I I I I •v I) � I I I I I � ._ .__.. _ .... . �• „ I ♦, :. 46 q ° • ' 4@ 4 °• j . • • • ° • • •. • 1 • ♦° I ! • • . • I i IV- Q I . • . : ♦ , 4" CONC. SLAB ON GRADS I -Slope.., _ 4 CONC N I • .. _ SLAB ` ' L '' • ' •• S co 1� I F . .. • w ' c • 1/8 PER FOOT S7LV1'L • • \� I I I I I I I I I I I c•l I I I I I I I I I I I �� • • 000vol . • •I 4 46 a All" -' . .: •. •- { 0 \4 = I ILI) oil 1,7' �' SEE DETAIL •A SEE DETAIL #Q CRAWL SP4CE MIN. 30 C 1 " L c TOTAL 849 SF AREA TO HE VENTED FCuN[DATICNA=OCT ING PLAN 849/150X1= 113 MM. 12 VENTS REQUIRED .'GALE: li4 "= 1' -0•• FIELD NAILING PER oo� ;: /,"% / L HORIZONTAL _7 REINFORCEMENT 2 xfo STU D-- - ` NONE REGT PANEL EDGE NAILING SCAL : 3/ B+-�EADER - ----- 3 ROWS SD 9 3 3 Oc, . BOTTOM OF HEA tR r r/ I POUR GONG. CURB UP ABOVE CONC. SLAB "O Li! i NIN 6 -6" OF HEADER BOTTOM 4" CONC. a SLAB v — - - -2 v Q - - T -4 • I+ - - - - - _ _ - - - -- 46 4a i -_ � ' I I 1 I ! I I I I I I •v I) � I I I I I � ._ .__.. _ .... . �• „ I ♦, :. 46 q ° • ' 4@ 4 °• j . • • • ° • • •. • 1 • ♦° I ! • • . • I i IV- Q I . • . : ♦ , 4" CONC. SLAB ON GRADS I -Slope.., _ 4 CONC N I • .. _ SLAB ` ' L '' • ' •• S co 1� I F . .. • w ' c • 1/8 PER FOOT S7LV1'L • • \� I I I I I I I I I I I c•l I I I I I I I I I I I �� • • 000vol . • •I 4 46 a All" -' . .: •. •- { 0 \4 = I ILI) oil 1,7' �' SEE DETAIL •A SEE DETAIL #Q CRAWL SP4CE MIN. 30 C 1 " L c TOTAL 849 SF AREA TO HE VENTED FCuN[DATICNA=OCT ING PLAN 849/150X1= 113 MM. 12 VENTS REQUIRED .'GALE: li4 "= 1' -0•• FIELD NAILING PER HEIGHT IN FEET SMEAR WALL. SCHEDULE HORIZONTAL _7 REINFORCEMENT 2 xfo STU D-- - ` NONE REGT PANEL EDGE NAILING 2'TO < 4' PER SHEAR WALL #4 R 24' -O,C• SCHEDULE #4 a 18' O,C. LAP SHEATHING CONTINUOUS 6' T D< 8' ACRO55 END STUD 10' O C PERPENDICULAR STUD ENGINEER' PANEL EDGE NAILING EXTERIOR WALL PER SHEAR WALL SHEATHING SHE,�THiNCs PER SCHEDULE uJALL. MELD N,41L INCs PER SCHEDULE SHE WAS L SCH EDULE ��ARu�AI CORNER ALE: I . 2 1 1 X6 BP. TYP. � ' ► 3 /4" T 4G PLYWOOD SUBFLOOR, GLUED I - 4 NAILED 19 bu O.C. (TYP-) 2 "X12" RIM JOIST ! P ro L a c!5T _ 2x6 SSURE TREATED MUD FINISH GRADE • SILL WITH BOLTS 11 W �y ALV. WASHER . I AT90 OZ. 4 WITHIN 12" '2) '4 HORIZ DOLL CONT. ' ENDS b CONC. STEMWAL f '4 VERT. DOUEL 0 32" OTC. A"--o J r A Oti L 'ofi locd F r a m F ;ra "1111110 MIA b 'A F- a- r VAPOR BA1IER OVER T A!L *,4 i I NOTES: CONN. BOT. CHORD OF TRUSSES TO DBL. T.P. W/ SIMPSON DTC EA. PRE -ENG. TRUSS PER PLAN NOTE: LEAVE 3/8" GAP BTW. DOT. CHORD S TP. -35 SNEARWALL PER PLAN W /GWB 9 EA. SIDE W/ 5D COOLER ON WALLBOARD NAIL 04" OC. r i Al q AI ArlI INTERIOR 5NEARWALL TRUSS CENTERED ON WALL PRE -E. TRUSS PER PLAN SIMPvON OTC EA. SIDE EA. BLK A-35, REINFORCEMENT SCHEDULE , HEIGHT IN FEET VERTICAL REINFORCEMENT HORIZONTAL _7 REINFORCEMENT 2' NONE REGT <1) #4 TOP BAR 2'TO < 4' #4 a 24' a.C, #4 R 24' -O,C• 4' TO < 6' #4 a 18' O,C. #4 e 18' •C• O 6' T D< 8' # 4 16 -' O C _ 1 #4 10' O C > $' ENGINEER' NOTE: LEAVE 1/4" G AP BTW.BLK 4 DBL TOP PLATES BLOCK W/ EXTRA SNEARWALL PER 2 *16' W/2-16D EA. PLAN W/GWB * EA. TIGHT FIT TO TRUSSES SIDE W/ 5D COOLER ON WALLBOARD NAIL 414" OC. —� 1 1 i INTERIOR S��.ARWALL I RU55 OFF5ET FROM W4L juir ' • • ' • • C ; a. i S DESIGN REQ'D G'.1''` ;'^;:_ �• RI _ Y F LOOR TIE 5 UN 0 / . %?!. •:3�if�i����'�?�;•gtw.�y. 4� {!� ?�% / /. %• %.:'Y :�.4.•7.��rLfL'.�L �- �i�.��/.':f dX -. NCB'. �L�. 4 ."J!..'�_/�i'.I..''0���.t1'di., . ?�, '.�'yi L'�'•:. :. :: y�:� -1.]y ��/%�'i L�.' " a�,. 7/t'��!e�'.iL/�'��ile►.f'���Q' YER'iGA � - �S'•t.1D �fA LO-0 1 L v HoRz S TRAP AILING i;=��� IANC _ CHOR B0L 1 NO�s: i 1 -EA. MT48 1 .32-16D �_ 0 S�TBL S I 6 -EA. ,,__ k c- Z - 2x �= $�» L7 -�:'�� i ; �4� EMBE I 1J_t 111 Z Y 18 20,05 CENM v z Q op 0 A. STRAP i ; G - 4 - 2x -4 w d � m 4 - =4. STD;4 [ -16D -ro D I 1 ..•_ r ' -_� ` y = --GAD' • 3� - L. �'�.: O= S-=�R ' 1 EAR - WALL 5(;�EDUL ;r- Ra IN6 �;•�is�`J`.` f �y J l , rxe VK _- r � , .-. —_ .. - ki; cc_ I h5.0.4 C. Liz e OC;. hg;. oo, k.35 ow df# Jr .71.. • - - v r•% .. iL ark/ . ; �y/++ ;..... vL_ !i1 y ... ma,ryy-• - — r• �./v. -. 4 �/v. •—~?' $ I of -MCI 6c PEW Pat ew', 1J_t 111 Z Y 18 20,05 CENM v z A OWN -04-1 a 94W. s fo i Q op 0 Nil .,,Qz �•. w d � m A OWN -04-1 a 94W. s fo i COMP. SWINDLES OVER i=P FELT ON 1/I " O.S.B. SNEATNIN REVISIONS: I 8Y: - 5 =.;CE OF W,4 L pERir•A; -� ��" iN KIT -- JOIST OVER WALL �~ O.C. 4X8 D F 0 2 NEADEER i O O T -1 p O � � I t I . D, i i i 16 i i i i i i i i of i i i i i i a i i i i �i i i n - i i�R i 1 6, i i i i 1 �+—� X DF NADR � � 0 Q > � �� I I I I I I I I I i I I I I I I I I I I i A I I I I �I -- •- I� I I� I I I ( I I I I I I � i� II II II !II II LLI CN L o u �f m ., I i CENTER OF TOILc' ABOVE CENTER OF TOILET ABOVE I 4X8 DF"Z HEADER ; 4X8 DF"2 + 4EADER Xi4" DF"2 HEADER -+ _ L - 4X10 DF"2 HEADER 4X1O DF HEADER 4XIO DF' 2 DEADER 10" WALL TO EDGE BC► �--- -- 2X12 RIM JOIST FACE OF FALL 6 PERI MITER UFFER FLOOR FRAMING PLAN I350 SF. 12" ON. 4Xro 11 DP rA2 X OEAI: ER -.:XL Ir�++ , J - fi«� y. de 4X6 'I DP .2 HEADER dXb ' ID= '2 !-DEADER T -6 I ' �! V ✓ err _� � ' . �~� ` i 12 S O 12 R0 4 N ft, %Ile SCA _ BA`' R`�X 2X6 s z OG. t�� I l a- __ -- 4 T _ - - - - - t _ __ I - I -- 1 22 J v ' O Q i ATTI . ?R1 L K .. -- - Kn tic \ t L PRE 1"IFG. TRUSSES ! 24" O. SIMPSON I 2X BIRD BLOCK (TYI SCREENED 3/4" FASCIA CONT. META GUTTER 6 xb TOP PLATE DS R -21 INSUL. 2x6 STUDS s 16" OTC, W/ R -21 INSUL. z `''C uja APPROVED WORZ_ SIDING I OVER ,0 r FELT OVER — I DF'2 2xb 15"I 1. PLATE 1/16 OS$. I } 11 1/8" TJI -PRO -250 ' 16" OZ. ! . c --314" T 4G PLY' i00D 4" M3ER5TRAND LS_ RIM JOIST OR EQUAL F.— R _ 3 (;) rwfNe . --� SEE DETAIL % FiECIErVIED cmr OF TUKW.L = L D"'A I L hm SCALE= 3/4' = i' -V psw c � • W Z 111 z S IM. APPROVED NORZ. SIDING cp OVER*? FELT OVER _l - DM 2x6 BT1" 1. PLATE 1/16" O.S.B. cv Z LLI r 111/8" TJI- PRO -250 s 16" O.C. 3/4" T ICs PLYWOOD TIMBERSTRAND LSL ` _ ' :_ �, : `�'' _ _, ' r k i RIM JOIST OR EQUAL �vN ^ ti J - 1 1 I i Ri i (DBL-) DK 2xb TOP PLATE 2x6 STUDS s 16" OTC, W/ R -21 INSUL. z `''C uja APPROVED WORZ_ SIDING I OVER ,0 r FELT OVER — I DF'2 2xb 15"I 1. PLATE 1/16 OS$. I } 11 1/8" TJI -PRO -250 ' 16" OZ. ! . c --314" T 4G PLY' i00D 4" M3ER5TRAND LS_ RIM JOIST OR EQUAL F.— R _ 3 (;) rwfNe . --� SEE DETAIL % FiECIErVIED cmr OF TUKW.L = L D"'A I L hm SCALE= 3/4' = i' -V psw c � • W Z 111 z II � RAFTERS 2X4 "NF 0 2 10 OC. IS& Ir 2X6 LEDGER NAIL ROOF 5HEATHI W /8D 66" ENDS i0" OG. FIELD Xb DF 0 2 +4EADER P' ^v t le�1c� t �6 lb O� cp _l cv Z LLI r � II � RAFTERS 2X4 "NF 0 2 10 OC. IS& Ir 2X6 LEDGER NAIL ROOF 5HEATHI W /8D 66" ENDS i0" OG. FIELD Xb DF 0 2 +4EADER P' ^v t le�1c� t �6 lb A GENERAL NOTE5 I. ALL WORK SHALL COMPLY" WITH ALL APPL ICABLE CODES AND ORDINANCES: Vfr# 7U th " prllvh-+ j v*# rAe aoo I kc. 2003 WASHINGTON STATE ENERGY CODE AND THE WA. STATE VENTILATION AND INDOOR AIR QUALITY CODE. 2. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS ON T H E SITE AND AS SHOWN ON THE DRAWINGS. HE SMALL BE RESPONSIBLE FOR THE COORDINATION OF HIS WORK WITH THAT OF THE OTHER TRADES: HE SHALL NOTIFY THE ARCHITECT IN WRITING OF ANY DISCREPANCIES. 3. DIMENSIONS ON DRAWINGS ARE TAKEN TO THE FACE OF SHEATHING AND CONCRETE EXTERIOR WALLS, AND TO THE CENTERLINE OF COLUMNS, AND TO THE FACE OR PLATE UNLE55 OTHERWISE NOTED. WRITTEN DIMENSIONS SHALL PREVAIL IN ALL CASES. "NT5" = NOT TO SCALE. 4. REPETITIVE FEATURES NOT NOTED ON DRAWINGS SHALL BE COMPLETELY PROVIDED AS IF DRAWN IN FULL. 5. CONTRACTOR SHALL VERIFY ALL ROUGH- IN DIMENSIONS FOR ALL EQUIPMENT TO BE INSTALLED. b. CONTRACTOR SHALL NOT ALLOW ANY DEBRIS TO ACCUMULATE ON THE SITE NOR IN THE STRUCTURE: HAUL AWAY FROM SITE AND DISPOSE OF AT CONTRACTOR'S EXPENSE. 1. ALL WOOD IN CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESSURE TREATED WITH PRESERVATIVE. 8. PROVIDE 2Xb BACKING ON ALL PARTITIONS FOR ALL WALL HUNG OR MOUNTED EQUIPMENT, MATERIALS, ETC. SUCH AS HANDRAILS, DOOR STOPS, TOILET ACCESSORIES, SHELVING, BRACKETS, ETC. 9. PROVIDE SECURITY PER SBC 1210(5) ALL EXTERIOR DOORS SHALL BE EQUIPPED WITH DEAD BOLTS, (MIN 1 /Z" THROW) AND VIEWF'ORT. WINDOWS WITHIN 10' OF GRADE SHALL BE PROVIDED WITH LATCHING DEVICES. ALL LOCKS SHALL BE OPERABLE WITHOUT SPECIAL KNOWLEDGE OR EFFORT. 10. SMOKE DETECTORS SHALL BE INTERCONNECTED TO A DEVICE AUDIBLE IN SLEEPING AREAS AND SHALL BE POWERED BY THE BUILDING ELECTRICAL WIRING SYSTEM PER SBC 1210 (A) SEE PLANS FOR LOCATIONS AT CEILINGS THROUGHOUT WITH THE FOLOWINCs SYMBOL: SD 11. ALL PIPING INSTALLED N EXTERIOR WALLS SHALL BE ON THE WARM SIDE OF THERMAL INSULATION. 12. PLACE NO DUCTS, PIPING, CONDUIT, NOR AND OTHER OBSTRUCTION TO IMPAIR GIVEN CEIL HEIGHTS AND CLEARANCES. 13. EXTEND ALL SOIL, ROOF, FOOTING AND AREA TO DRAIN AS SHOUN. 14. MECHANICAL 5YSTEMS: VENDOR DESIGN TO INCLUDE A COMPLETE NEAT PUMP SYSTEM. CONTROLS FOR A FORCED -AIR DISTRIBUTION TWROUGHOUT THE RESIDENCE. WATER NEATER SHALL BE GAS- FIRED, PROVIDE CAPACITY FOR 215 GALLON HOT TUB. PROVIDE CALCULATIONS, DRAWINGS, SPECIFICATIONS AND DETAILED PROPOSAL. INCLUDING TESTING: AND WARRANTE FOR REVIEW BY THE OWNER, ARCHITECT, AND THE G ENERAL CONTRACTOR THE VENDOR SHALL PROCURE AND PAY FOR THE PERMITS REQUIRED TO EXECUTE ALL WORK UNDER T45 DIVISION. 15. ELECTRICAL SYSTEMS: VENDOR DESIGN TO INCLUDE C;oMPLETE AND SEPERATE ELECTRICAL SYSTEMS FOR T14E RESIDENCE. PROVIDE UNDERGROUND SERVICE FROM THE NEAREST U POLE TO A METER AND A 200 AMP DISTRIB- UTION PANEL W1-ERE SHOU,N FOR THE RESIDENCE. PROVIDE DRAWINGS, SCHEDULE, SPECIFICATIONS, AND A DETAILED AL FOR REVIEW BY THE 00ER, ARCHITECT, AND THE GENERAL CONTRACTOR THE VENDOR SHALL PROCURE AND PAY FOR T+ E PERMITS REQUIRED TO EXECUTE ALL WORK UNDER TH !5 DIVISION. 4:= �fi1' 6 ! ,4 I===*IN �TR CTUR4L NOTES 1. ALL MATERIALS AND WORKMANSHIP SHALL CONFORM TO THE CONTRACT DRAWINGS. 2. DURING THE CONSTRUCTION PERIOD THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE SAFETY OF THE BUILDING. THE CONTRACTOR SHALL PROVIDE ADEQUATE SHORING, BRACING AND GUYS IN ACCORDANCE WITH ALL NATIONAL, STATE AND LOCAL SAFETY ORDINANCES. ANY DEVIATION MUST BE APPROVED PRIOR TO ERECTION. 3. ALL ERECTION PROCEDURES SHALL CONFORM TO OSHA STANDARDS ANY DEVIATION MUST BE APPROVED BY OSHA PRIOR TO ERECTION. 4. THE CONTACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION PROCEDURES INCLUDING LAGGIW3, SHORING AND PROTECTION OF ADJACENT PROPERTY, STRUCTUES, STREETS AND UTILITIES IN ACCORDANCE WITH ALL NATIONAL, STATE AND LOCAL SAFETY ORDINANCES. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORD I ANT INCs THE WORK OF ALL TRADES AND SMALL CHECK ALL DIMENSIONS. ALL DISCR"EPANDIES SHALL BE CALLED TO THE ATTENTION OF THE ENGINEER AND BE RESOLVED BEFORE PROCEEDING WITH T14E WORK b. SHOP DRAWINGS FOR GsLULAM BEAMS, PREFABRICATEED TRUSSES AND JOISTS, AND REINFORCING STEEL SHALL BE SUBMITTED TO THE ENGINEER FOR REVIEW PRIOR TO FABRICATION. 1. DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTUCTION. WHERE CONDITIONS ARE NOT SPECIFICALLY INDICATED BUT ARE OF SIMILAR CHARACTER TO DETAILS SHOWN. 51MILAR DETAILS OF CONTRUCTION SHALL BE USED SUBJECT TO REVIEW BY THE ENGINEER. 8. ALL DETAILS DESIGNATED AS STANDARD OR TYPICAL SHALL OCCUR IN ADDITION TO ANY OTHER SPECIFIC DETAIL CALLED OUT 9. COORDIATE WITH MECHANICAL, PLUMB1NCs, AND ELECTICAL REQUIREMENTS FOR SIZE AND LOCATION OF ALL OPENINGS REQUIRED FOR DUCTS, PIPES, AND PIPE SLEEVES, ELECTRICAL CONDUITS, AND OTHER ITEMS TO BE EMBEDDED IN CONCRETE OR OTHERWISE INCORPORATED IN STRUCTURAL WORK. 10. PROVIDE OPENINGS AND SUPPORTS, AS REQUIRED PER STANDARD DETAILS FOR HEATER'S, MECHANICAL EQUIPMINT, VENTS, DUCTS, PIPING, ETC. ALL SUSPENDED MECHANICAL EQUIPMENT SHALL BE SWAY OR LATERALLY BRACED. 11. ALL INFORMATION SHORN ON THE DRAWINGS RELATIVE TO EXISTING: CONDITIONS 15 GIVEN AS THE BEST PESENT KNOWLEDGE BUT WITHOUT GUARANTEE OF ACCURACY, WHERE ACTUAL CONDITIONS CONFLICT WITH THE DRAWINGS, THEY SHALL BE REPORTED TO THE ENGINEER 50 THAT THE PROPER REVISIONS MA BE MADE. MODIFICATION TO DETAILS OF CONSTUCTION SHALL NOT BE MADE WITHOUT PRIOR WRITTEN APPROVAL OF THE ENGINEER DE C;RITERIA I. BllILDINrs LADE: 2003 IBG_,Y=FKHdCs COUl4T1" 2. VERTICAL LOADS ROOF FLOOR SNOW LOAD 25 PSF 40 PSF LIVE LOAD DEAD LOAD 15 f'SF 15 PSF 3. LATERAL LOAD FORCES TRANSMITTED BY DIAPNRAM ACTION TO SHEAR WALLS AND THENCE TO FOUNDATIONS WHERE DISPLACEMENT 15 RESISTED BY PASSIVE PRESSURE AND SL ID ws FRICTION OF EARTH. $ S 4. LATERAL WIND LOADS: - 8C M.P.N. EXPOSURE "B" 5. LATERAL SEISMIC LOA0S4JQNE - V =ZICW/RW ( BASE SHEAR) Z =030 I= 1.0 C =2.15 RW =804 W= DEAD LOAD V-) i. l , RED SAFETY GLASS SHALL BE INSTALLED NN HAZAROUS LOCATIONS, INCLUDING AREAS THAT ARE SUBJECT TG !-t''AN T'PPACTj3LAZiNG iN DOORS zLAZ%l G WIT;.4N A24' ARC CF CLOSED DOOR CsLAZED ARE45) S Sa =7. `X55 Ti - RAN V ABOVE FLOOR OR WA' <NG DACE A✓ AS DE5GRl5Eo IN 2406. SAFE`. - G _ AZ,NG ' S RE QJ IRE D TO BE PERMAIV - ",. v "ARKE, i R UfT C, 224062 N V� �,�, ` � SpAC:El .. �N., D yc .14I~'A?<z! j OORS �;,,�-� •- ��` �� RSV �C ..�SV - ' .n1.6:� ' S� �`. '-•E _._QC's' -- JF .=" %0 5 �DE �►�: C r «.� _ .. A.N� � "�` 55- 4• r' �» !f• v � ��v � VEti'::�.t► : ,r' : SPACES J�*- �.� VE~ " =��►' �► Ems,.• . _ : ' '-- '-E s" G AF�1:. �' ' =REE � EX�' REQ.OIQE" VSNi` A QEA N"4 EAvE5. =qC AN Ar. 56A& = A"•P'r;C ACCE55 P ANE_ , ' X 3V `ON"M ' J :. A C#L.EA 46E 4 r OF 3C"_ NS"-AM AND XA7'*6R -5'= RP_ �C►V` 8' x �.t' � SPACE �Sf= '^ ,�iDEIR Fa.00R AREAS_ FOUNE) AT I ONS 1. T 1 - E FOUNDATION DESIGN 1.5 BASED ON THE REC01MEND IN THE LIN FORM BUILDING: CODE TABLE 18 -1 -A. FOUNDATION WORK SMALL BE PEIRFOR`jED N ACZORDANCE WITH CI APTER i8 OF THIS CODE_ 2. ' FOWDAT ION DESIGN 15 BASED O> � PSF VALUES: ALLO SOIL BED SOIL FRICTION 036 EQU!V. FLUID PRESSURES ACTi`,/E PRESSER 35 PCF PASSIVE 2ES5UIRE 200 PCF (p WA I.5 RESTRAINED ACsAW rma0'AT1ON S�+ ! BE DESiG\ED FOR AN EQUIV. FL'uiD ,' S&J;RE OF 50 PCF-) 3. A 9WTW. 564Ai... BE FO "' ED AT -EAST 18" 5F. OW LOWEST ADJACENT GRADE OR FINS Si" FLOOR :JP'AVER ;5 ,-J��R ' , FOC WjS S AS.. BE CN �A= � � .� OR UND :5TJMtD N4 GRADE ,3v..E56 0'+�ER SE 7vCi LD. A. ".A FOR �:4W41 G l F C =` !NG So COIN r5' C «•E =_X VA'= *oA"ER A*. AND ORI A C 5' -A%... BE =I;EE CF `NIA ER 'QAS►•. OR O'-€R DEB+R ~ , S. A 5 5• .:. ADEG�:A�0- °R:OR '.: BAC Q- - I Na = ANC SA0C= =L S�.A BE DE'° \ _A`EQ5 %40"' EX= 8 ` w '"sC ^ : 'O »�X -E ''. '"?'' REaAAE`'�'S h 5uCr A *,'� �:N : EST A� 'C PRODUCE4 RE:..•`�`YE :C IDAZ"� ' W% C' �"MA�x"'�l�' DENS c*45 DE 7 MW%M By �►5TM' D ' W. *�U T4t"''PERS 5�� WE 6" ... AT ASi 5C ,.W_ AND S6%44..- PAVE A "AGE AREA %4'r IN EXCESS OF 64 t4>E5. "NO "AMP. MA" BE I wwM POW OR ORVEN C0lPAC" 0% EGiPlRwei' 8E i - CONCRETE I. ALL CONCRETE UNLESS OTHERWISE NOTED SHALL BE REGULAR WEIGHT HARD ROCK TYPE (150 " /CF). AGGREGATES SHALL CONFORM TO ASTM C33 WITH PROVEN SHRINKAGE CHARACTORISTICS OF LE55 THAN 0.059°. 2. CONCRETE COMPRESSIVE STRENGTHS AT 28 DAYS (F EC) SHALL BE: SLAB ON GRAVEL 2500 PSI CONTINUOUS FOOTINGS 2500 PS PAD FOOTINGS 2500 P51 IRETAINNG/BASEMENT 2500 PSI 3. ALL CONCRETE WITH A DESIGNATED COMPRESSIVE STRENGTH EXCEEDING 2500 PSI SHALL REQUIRE SPEDIAL INSTEDTIQ BY AN INSPECTOR APPROVED BY THE BUILING DEPARTMENT AND THE ENGINEER 4. CEMENT SHALL CONFORM TO ASTM C150, TYPE I, GSA NORMAL. 5. MAXIMUM SLUMP SHALL NOT EXCEED 4 INCHES IN FLATWORK. b. PLACEMENT OF CONCRETE SHALL BE IN CONFORMANCE WITH ACI 301. 1. CONCRETE SHALL BE MA iNTA INE D N A MOIST CONDITION FOR A MINIMUM OF FIVE (5) DAYS AFTER PLACEMENT. ALTERNATE METHODS WILL BE APPROVED IF SATISFACTORY PERFORMANCE CAN BE ASSURED. 8. KEYED CONSTRUCTION JOINTS SHALL BE USED IN ALL CASES. ALL CONSTUCTION JOINTS SHALL BE TNOROUGWLY CLEANED AND ALL LAITANCE SHALL BE REMOVED. ALL VERTICAL JOINTS SHALL BE THOROUGHLY WETTED AND SLUSHED WITH A COAT OF NEAT CEMENT IMMEDIATELY BEFORE PLACING NEW CONCRETE. 9. SUBMIT LOCATION OF POUR JOINTS PRIOR TO PLACEMENT. POUR JOINTS SHALL BE LOCATED TO MINIMIZE EFFECTS OF SHRINKAGE AS WELL AS PLACED AT JOINTS OF LOW STRESS. 10. MINIMUM CONCRETE COVERAGE OF REINFORCING STEEL FOR FORMED WORK SHALL BE AS FOLLOWS: INTERIOR WALL ..... ............................... 3/4" EXTERIOR WALLS, EXPOSED TO WEATHER .............1 -1/2 EXTERIOR WALL, NOT EXPOSED TO WEATHER . ........ 3/4" EXPOSED TO EARTH OR WEATHER(' 5 OR SMALLER).... 1 -1/2" *NOTE: CONCRETE CAST AGAINST GROUND SHALL NAVE 3" MINIMUM COVERAGE. I1. PIPES OTHER THAN ELECTRICAL CONDUITS SHALL NOT BE EMBEDDED IN STRUCTERAL CONCRETE EXCEPT WHERE SPECIFICALLY APPROVED. 12. CONCRETE MIXES SHALL BE PROVIDED IN ACCORDANCE WITH THE UNIFORM BUILNG CODE TABLES 19 -A ( WHEN STRENGTH DATA FROM TRIAL BATCHES OR FIELD EXPERIENCE ARE NOT AVAILABLE) CEMENT CONTENT LBS /CUBIC YARD F "C (PSI) (MINIMUM) SACK5 PER CUBIC YARD (MIN"JM) i- --------- - - - - - - - - - - - - - - - - - - - - - - - - - 2500 410 5.5 MIXES SHALL BE PROPORTIONED TO PRODUCE A SLUMP OF 5 OR LESS. NO MORE THAN A I" PLUS TOLERANCE SHALL BE ALLOWED. A) WHERE SPECIAL INSPECTION IS NOT REQUIRED UNDER SECTION 1110 OF THE U.BC., CONCRETE SHALL HAVE A MINIMUM CEMENT CONTENT OF 5 SACKS PER CUBIC YARD OF CONCRETE. REINFORCING STEEL !. ALL REINFORCING STEEL SHALL CONFORM TO ASTM A65 C4UDE 60 UNLESS OTHERWISE NOTED. 2. ALL REINFORCIN STEEL SHALL BE LAPPED AS NOTED ON TIE PLANS. WHERE LAP OR SPLICE LOCATIONS ARE NOT SPECIFICALLY INDICATED ON THE CONSTRUCTION DOCUMENTS, LAPS AND /OR SPLiCES SHALL BE WELL STARED. 3. COMPLETE REWORCING PLACEMENT T DRAWMGS PREPARED IN ACCORD U ATH ACI 35 SHALL BE REVIEHED BY THE ENGNEER AND AVAILABLE ON T14E JOB SITE PRIOR TO T14E PLACING OF CONCRE 4. wELoED WIRE FABRIC SHALL TO ASTM A82 AND A185 AND SMALL BE 12Xi2 U2 %4L)2 9 UNLESS OTHERWISE NOTED. LAP REINFORCEMENT 12" ><" Il'NI!'" M. 5. ANCJ -CR BOLTS, DOl1EL$ AND OTHER EMBEDDED ITEMS S*+ALL BE 5ECLlREL TIED IN PLACE BEFORE CONCRETE !S POURED. SLAB ON GRADE RE SHALL BE PLACED AT `lfD- DEfvT14 OF SLAB AND SH l BE WE .D SECJI EL`' IN = WI TH 1'"ECHANICAL DEv!CE5 0L4ZMG °!-ACING OF Ti£ - I N. i ��� 1 LA:"'NA7 LEER 0E5<A 'S BASED ON '"I - --Xmq LV_ °Fa 7. C'5 AS &J=_ '' 1.NCE J"o- NE'R -16. DESK PROPERq SKAL..- BE_ ":B=2600 Vx28b E =*.SXVftP5_ 2. 5 T'R.h'D _:f" CBE, Or5`Ch '5 BASED Clv =ARA►.L.4 «.x. °RJ >. C'S AS WOOD.. ED BY AC Ah CE Jr" N E"`R-2%. DESIGN NE5 $44.L BE: :"-'3 =2WC c S► FV= 22W PS Ex 29l)k `6 °54 3. m 9"T7l_AT40P6 • • • BE A.arG Xlwo A7E C80 EVAL:jATT40N TO T.4E �OIR RE`s tQ C061- 44 W A`.LA OF 56T`T', '4014S SkAL NOT PINK CEEZ jl�'T PftOR t � . APF4WV OF T�E FfR4 IIN(S LU 15ER A 1. FRAMING LUMBE MALL BE DOUGLAS F IR/LARCH NO.1 FOR POSTS, BEAMS, AND HEADERS: HEM FIR/LARCH NO2 (OR BETTER) AND STUDS: AND DOUGLAS FIR/LARCH NO2 OR BETTER FOR ALL TOP AND BOTTOM PLATES (GsRADE$ ARE TYPICAL UNLESS OTHERWISE NOTED ON PLANS). LUMBER TO BE GRADE MARKED PER WCLIB SPECIFICATIONS. 2. STRUCTURAL 5HEATHING SHALL BE APA RATED, EXPOSURE 1 SHEATHING CONFORMING TO EITHER COMMERCIAL STANDARDS PSI -83, APA PRP -108, OR VOLUNTARY PRODUCT STANDARD P52 -92. SNEATHINCs INDEXES AND THICKNESS' ARE NOTED ON THE PLANS. PROVIDE MINIMUM OF 3/8" EDGE DISTANCE ON ALL NAILS AND A 1/8" EXPANSION JOINT BETWEEN ALL PANEL EDGES. 3. NA I L INCs SHAL CONFORM TO TABLE 23-1-0 OF THE UNIFORM BUILDING CODE UNLESS NOTED OTHERWISE. 4. NO STRUCTURAL MEMBER SHALL BE CUT OR NOTCHED UNLESS SPECIFICALLY DETAILED OR APPROVED IN WRITTEN B THE STRUCTURAL ENGINEER 5. USE DOUBLE JOISTS UNDER WALLS OR PARTITIONS PARALLEL TO JOISTS UNLESS SPECIFICALLY NOTED OTHEfdf E. USE SOLID BLOCKING UNDER PARTIONS PERPENDICULAR TO JOISTS. b. MAXIMUM MOISTURE CONTENT SHALL NOT EXCEED 1696 FOR ALL STRUCTURAL MEMBERS. 1. PROVIDE WASHERS UNDER HEADS AND NUTS OF ALL BOLTS AND LAG SCREWS BEARING: ON WOOD. 8. BOLT HOLES SHALL BE NOMINAL DIAMETER OF BOLT PLUS 1 116" UNLESS OTHERWISE NOTED. LAG BOLT, PILOT HOLES SHALL BE PRE- DRILLED TO 6090 OF THE NOMINAL DIAMETER OF THE LAG BOLT UNLESS OTHERWISE NOTED. S. ALL SILL PLATES SHALL BE BOLTED TO THE FOUNDATION WITH 5/8" MINIMUM DIAMETER BOLTS SPACED AT 48" O.C. MAXIMUM SPACING ( EMBED 5" MINIMUM INTO CONCRETE OR MASONRY). SEE PLANS AND DETAILS FOR SPECIFIC REQUIREMENTS WHERE THEY OCCUR. 10. ALL FRAMING LUMBER IN CONTACT WITH MASONRY OR CONCRETE SHALL BE P SURE TREATED (SEE NOTE I FOR MINIMUM GRADE NFORMAT ION). 11. EXTERIOR STUD WALL SHALL BE 2Xb 91b "O.C.. UNLESS NOTED OTHERWISE. INTERIOR STUD BEARING WALLS SHALL BE CONSTRUCTED USING 2X4916" O.C. AT UPPER TWO FLOORS AND EI THER 2Xb 916" O.C. OR 3X4 9 16 "O.C. BELOW TOP TWO FLOORS. STUD NON- BEARING WALLS SHALL BE CONSTRUCTED USING 2X4 O C.. UNLESS NOTED OTHERWISE. SEE NOTE 1 FOR LUMBER GRADES OF STUDS AND PLATES. 12. FRAMING ANCHORS FOR JOISTS PURLINS AND POSTS SHALL BE SIMPSON, OR APPROVED EQUAL. APPROVAL MUST BE OBTAINED IN WRITING PRIOR TO INSTALLATION. FILL ALL FASTENER HOLES WITH FASTENER TYPES (NAILS, BOLTS, ETC. ), SIZES, AND QUANTITIES AS SPECIFIED BY THE MANUFACTURER. C' , `nom A ;- J G /l;�'' 1. THE TRUSSES SHALL BE DESIGNED BY THE FABRICATOR TO PT____ DIMENSIONS AND LOADS INDICATED ON THE PLANS AND IN THE STRUCTURAL NOTES. ALL DESIGNS SHALL BE IN ACCORDANCE WITH ALLOWABLE VALUES ASSIGNED BY T14E BUILDING CODE. CONCENTRATED MECHANICAL ROOF LOADS SHALL BE INCLUDED IN THE DESIGN. VERIFY WEIGHTS AND LOCATIONS WITH T14E ARCHITECT. 2. SHOP DRAWWs5 AND CALCULATIONS SHALL BE SUBMITTED TO THE ENGIrER FOR APPROVAL PRIOR TO FABRICATION. DRAWWaS AND CALCULATIONS SHALL BE STAMPED AND S&ED BY A REGISTERED PROFESSIONAL ENGINEER. THE DRAWINGS SHALL SHOW ALL CRITICAL. DIMENSIONS AS UELL AS THE LOADS T14E TRUSSES ARE DESIGNED TO SUPPORT. THE TRUSSES ARE TO BE ERECTED AND INSTAL LED IN ACCORDANCE WITH THE PLANS, APPROVED FABRICATOR DRAWINCs5 AND .rNSTALLATION SUGGESTIONS. CONTRACTOR SHALL GIVE NOTFICATION PRIOR TO ENCLOSMCs THE TRUSSES TO PROVIDE AN urwCARRNITY FOR INSPECTION OF THE NSTALLATION. DESIGN AND TO PROVIDE BRIDG W.s BETWEEN '±4E T d,l.5SED, COkTK'sUOUS al.ATERok- BRACMCs AND DI ' NAL BRACI�iG PER l PLATE INSTMUTE RECOf' NDATIONS. c4 of T�ACwrI L000l G G G f - JC' PEFNT CENTS J0 fi 5�._ 5E '""' � ' .D 3y �' 'ZZ -X-5.5 `"A.'`!"LLAN, BE r/ O R V ♦ O� � APPROVED B`' '- E sne C JRA4- EN6 N4 R IN 41R 'tiG °2 OR `C W ± AL� , .A ♦' ' 2- 5E PLANS ✓CR 5 ZE - `''°E. AND �JCA OsS 0: jOiS - _ 3. "� .�OG 5 ARE BE EREC 71E A�C W A. ED J'-- "- O AND MTALLAT•QV REColRE"E, "5 AJ40 RE'' 4`0" S. CONTRACTOR 5o... GivE 40 PR�OR "" E%C6.05 NG TI'£ j0*T TO PROP DE AN %N . FOR %GFEC''�0 OF 7 E b7TA1� i ° ;DE BRI GWI.:.C7NTS1 CUS : ATERA%.. ORACMCs. AND D Z60 AL 5R1Co-;PVCs EE' r«E jM'* S PER T " A%FAC nUM '5 RE'' i A?'<>6. coo • re REVISIONS: 1 Bar: • i 1JJ 0 1 W Z LLi Co � Q a� ul Q �z O �m �i ors i t 4 ADMINISTRATION TABLE AM-3(1) FASTENER SCHEDULE FOR STRUCTURAL MEMBERS _ DESCRIPTION OF BUILDING ELEMENTS Joist ist to sill or girder, toe nail 1" x 6" subfloor or less to each joist, face nail 2" subfloor to joist or girder, blind and face nail - 14U MBER AND TYPE OF FASTENER+b.CA 3 - Kd 2-8d 2 staples, 1 3 i4" 2-16d SPACING OF FASTENERS - - - •- - 16d - 2 -16d _ 16 "" O.C. -" Sole plate to joist or blocking, face nail T op or sole plate to stud, end nail , 3 -8d or 2-16d_ _ --- A,g ANGHOR i30LT MG1.. �� . ' �Oyr- LM W4INA7= ALT AL•TMNATR UK L.RKem DD. 6 aloMO 8d MA)04*4 BL K* d MS. MAGHINO WLT • sm m MINI MINIMUM CIAW. C.-J5. � DOLT ING. 04CA. ' _ TO GDR Iro" CIMAR 'SY G1 Umd J ;N Qom. �.Cr. C"01111.4" OH CaiTam 340d C O.H. ;T1 r�L M CA.r.*^ 2-16 omu5n,� BOA" cvM 2-8d 2 staples, 1 - -- By ovweR GOMr c�M�T� aTt 1'L PLATE G ow-4 Cx7W_P p T, PRP.351JRt '!R ► Built- up corner studs 10d 24" o.c. Built - up girders and beams, 2 - inch lumber layers d MS. PI°MNY T R molco lt1 RMOCATE VOL VOMLe Rte R1 muuv B.G. DtAMCTM VA4H 040 M45 ROD M0 SHCLF ►. NA" s olIR R,p� 4[.9. X.OU&H I11tou6N SA 4W rwwt ' M*4H YVA"r �.G. °S4L1D C�tL � 3-8d �T SWEET �� ¢ p4 �G� °�'TTK6 M/r I� - • exT IalAt , EX7=11tJOR 1 - 5KY OL" SKY1,..IOW SLM M6 ' P OM61. 4". FLOOR J019T 3rl SHEAM44 LL 1 «..1. Ia.1'a.i.. RINISHM I~LOOR LINO .I. T-(*1 lip-PAC nr. Dom N) FOS FALL' O1" Ww •I.• B• TOY�E1.. BAR R' Tia l.. TOP MATE r'T'6 6LD FOOMHO CrU) - LAM BeAM Tyr OL 6L &L�°ig /bL�N�`s T44 TON&M A*V 6ROON . 6R.ADE UNP1N. UNf IN15HW w .bl^!S 6YT�.�uM W�IJ.90ARr7 u,At.o. UNLf!gg Kcnw OTHL'R•!^ HD 1.10LDC�I^N V.B. VAPOR BAfRR M HDl� N i+r+►U>'� V •6• 1/»TK'.A. 6RNN } fR - HANDRAIL 146T... HIMONT •14VA'f LAW M. M IMP. VgWJ0UtS1'{T' RON Y4ATER I'"R1a0lr 144 . Hl^l HOT rows .lit _ DESCRIPTION OF BUILDING ELEMENTS Joist ist to sill or girder, toe nail 1" x 6" subfloor or less to each joist, face nail 2" subfloor to joist or girder, blind and face nail - 14U MBER AND TYPE OF FASTENER+b.CA 3 - Kd 2-8d 2 staples, 1 3 i4" 2-16d SPACING OF FASTENERS - - - •- - 16d - 2 -16d _ 16 "" O.C. -" Sole plate to joist or blocking, face nail T op or sole plate to stud, end nail , 3 -8d or 2-16d_ _ --- - Stud to sole plate, toe nail i _ 1 O A Double studs, face nail - 24- O.C. - Double tap plates, face nail - 24" °-c. _ IOd Sole plate to joist or blocking at braced wall panels 3-16d - _ 16" o.c. Double top plates, minimum 24 -inch offset of end joints, face nail in lapped area _ Blocking between joists or rafters to top plate, toe nail 8 -16d I 3-8d - - Rim joist to top plate, toe nail 8d 6" o.c. Top plates, laps at corners and intersections, face nail 2 -10d R -30 Built -up header, two picces with 1 /2' spacer 16d 16" o.c. along each edge Continued header, two pieces 16d - 16" o.c. along each edge Ceiling joists to plate, toe nail _ 3-8d - Continuous header to stud, toe nail 4 - Ceiling joist, laps over partitions, face nail 340d - Ceiling joist to parallel rafters, face nail 3-10d - Rafter to plate, toe nail - 2-16 -" 1' brace to each stud and plate, face nail 2-8d 2 staples, 1 - -- 1' x 6' sheathing to each bearing, face nail 2-8d 2 staples, 1 - - 1" x 8' sheathing to each bearing, face nail 2.8d 3 staples, 1 -- - Wider than 1" x 8" sheathing to each bearing, face nail 3-8d 4 staples, 1 --- - Built- up corner studs 10d 24" o.c. Built - up girders and beams, 2 - inch lumber layers 10d Nail each layer as follows: 32' o.c. 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, valley or hip rafters: toe nail 4 -16 - face nail 3 -16d -- Rafter ties to rafters, face 3-8d t coauucal 8 SCHEDULS _ 94 P4U AREA VWs 2 4/O O 32.4 0 40" Pitt % ess/ id soxyo ft" 4.00 .60 tow tsrtd/o�� cur 1 4/0 x- 9/6 14.00 I I dft L Awk,01% - 1 6/O O - � b✓O • O 4 � g✓o 0 Pixel Patio feed 57"x- �rZw 101 mill TABLE 6-1 PRESCRIPTIVE REQU§tElAENTS %% FOR GROUP R OCCUPANCY CLUATE ZONE 1 II I'b elwe alb .1510 G j Nk�� �a �3N �r 3/ 112 2000 9TE1R14AT10NAL RE 111131TIAL CODES NT-5 T�p�lS /'TfZiA .. k - ow 19 =TRW saRVIGL mwrm 6M E I'AAX G 'r ELCGTRIG s� P sv SMOKE Weathervane Win dows - - - -- - u.�. KS.L VILATM 5�1c,= L I - -- �,yw Q.L!GTRJC. YIht1. H@ATCR H.B. HCax Bt88 � BASr�eoA�D c o. C4.e� our N FRC Sf�AI.lLA1`ED VALUES L!'.O. L.00,�ATL PER OrtMv- GAR. COLO AVR RGTu" � J -r -- _ � i. - - - - - Y "� -- - Solar beat Garr . 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