Loading...
HomeMy WebLinkAboutPermit D04-232 - DOAK HOMES - LOT ADOAK HOMES, LOT A 3545 S 116 ST D04 -232 • • • t r4- 1::uam: ai "` SGryt .:�?a'.::r9;Gl'J..4•,itK:',:a.? z • W 00 W= WO LLa -a • I--i z� 1- W W U0 w. .01- •W UJ H H. W ..Z =; O F- z ) ~ Ci ty of T ulcwil a ISO Department of Community Development 16300 Southcenter BL, Suite 100 / Tukwila, WA 981881(206) 431 -3670 r DEVELOPMENT PERMIT Parcel No.: 0733000125 Permit Number: D04-232 Address: 3545 S 116 ST TUKW Issue Date: 12/06/2004 ! Suite No: Permit Expires On: 06/04/2005 Tenant: Name: Address: Owner: Name: Address: Contact Person: Name: Address: DOAK HOMES - LOT A 3545 S 116 ST, TUKWILA WA DOAK HOMES, INC. 11812 26 AV SW, BURIEN, WA DARRYL DOAK 11812 26 AV SW, BURIEN WA Contractor: Name: DOAK HOMES INC. Address: 11917 4TH AVENUE S.W., SEATTLE, WA Contractor License No: DOAKHI *092NZ Phone: Phone: 206 372 -2280 Phone: 206 246 -6587 Expiration Date: 08 /08/2005 DESCRIPTION OF WORK: CONSTRUCTION OF A NEW SINGLE FAMILY RESIDENCE 2300 SQUARE FEET WITH ATTACHED 416 SQ FT GARAGE. Public Works permitted activities include grading, erosion prevention, 3/4" water meter, Duwamish water service connection fee, roof downspout infiltration, common access, including infiltration and addtition of catchbasin at curb in S 116th ST. No pavement cuts allowed for utility installation. ValVue sewer. Value of Construction: $222,628.80 Type of Fire Protection: N/A Type of Construction: VN Fees Collected: $10,047.65 Uniform Building Code Edition: 1997 Occupancy per UBC: 7 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N Fire Loop Hydrant: N Number: 0 Size (Inches): 0 Flood Control Zone: N Hauling: N Start Time: End Time: Land Altering: Y Volumes: Cut 40 c.y. Fill 40 c.y. Landscape Irrigation: N Moving Oversize Load: N Start Time: End Time: Sanitary Side Sewer: N Sewer Main Extension: N Private Public: Storm Drainage: Y Street Use: Y Profit: Y Non - Profit: N Water Main Extension: N Private: Public: doc: Devperm 004-232 Printed: 12-06-2004 :,i��,.;:• . a U w:�:s- .,,,u:�,... tFMi .kf «vr�•.Y..u.v.• .......c.t:ia✓r•Z;ut}ai.:.ya wr..i, . . k+r,l�:''�i'.. S:L,- t- r�+''•i!;;,. 1:,..J',ry§ '�s�:�'ib�1.N+JX .c4�.iu;.*::`r'a;wY;w�": 763.{` :.�t. +.cS3��i•J,�a�r.A»r.�!�S? Z �w QQ J0 UO W� CO W w � =w zF- z0 W5 �o U N o F- wW LL O w Z U= O Z M City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Water Meter; Y ** Continued Next Page ** z '~ w u� D JU 0 0. COO U) III N LL W }} �J LL. Q N� = CY Z� F— O Z !— LU 25 U O co W W U -- O. .Z N H H O Z doc: Devperm 004 -232 Printed: 12 -06 -2004 I. w , City of Tukwila IBM Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 doc: Devperm D04 -232 Printed: 12 -06 -2004 Z � 1 u� ! Permit Center Authorized Signature: Date: 00 w w. = 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 J CO U- ordinances governing this work will be complied with, whether specified herein or not. 0 i 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 constru ion or the performance of work. I am authorized to sign and obtain this development permit. N d Signature: z Date: /.Z ^ ^ d C/ LU z i ir-- O Z ~ Print Name: _ 1 /4.& v j � This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is - UO CO O suspended or abandoned for a period of 180 days from the last inspection. W w -O Z U- i H F- . i Z doc: Devperm D04 -232 Printed: 12 -06 -2004 City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 PERMIT CONDITIONS Z Parcel No.: 0733000125 Permit Number D04 -232 =z W Address: 3545 S 116 ST TUKW Status: ISSUED Suite No: Applied Date: 06/30/2004 0 Tenant. DOAK HOMES - LOT A Issue Date: 12/06/2004 Cf) p cn w 1: ** *PUBLIC WORKS DEPARTMENT CONDITIONS * ** CO UO w 2: The applicant must notify the City Utility Inspector at (206)433 -0179 upon commencement and completion of work at least 24 hours in advance. All inspection requests for utility work must also be made 24 hours in advance. U. � 3: From October 1 through April 30, cover any slopes and stockpiles that are 3H:1V or steeper and have a vertical rise of w 10 feet or more and will be unworked for greater than 12 hours. During this time period, cover or mulch other disturbed z x areas, if they will be unworked more than 2 days. Covered material must be stockpiled on site at the beginning of this H O period. Inspect and maintain this stabilization weekly and immediately before, during and following storms. W UJ w 4: ** *BUILDING DEPARTMENT CONDITIONS * ** v N co O— 5: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the = W Building Official. v w P 6: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center Z (206/431- 3670). _ U N 7: All permits, inspection records, and approved plans shall be at the job site and available to the inspectors prior to >_ O ~ z start of any construction. These documents shall be maintained and made available until final inspection approval is granted. 8: 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. 9: 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. 10: Structrual Observations in accordance with I.B.C. Section 1709 is required. At the conclusion of the work included in the permit, the structural observer shall submit to the Building Official a written statement that the site visits have been made and identify any reported deficiencies which, to the best of the structural observer's knowledge, have not been resolved. 11: Fire retardant treated wood shall have a flame spread of not greater than 25. All materials shall bear identification showing the fire performance rating thereof. Such identification shall be issued by an approved agency having a service for inspection at the factory. 12: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 13: All wood to remain in placed concrete shall be treated wood. 14: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building c: Conditions D04 -232 Printed: 12 -06 -2004 d �.'! City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 inspector. No exception. 15: Manufacturers installation instructions shall be available on the job site at the time of inspection. Z z '~ w 16: Ventilation is required for all new rooms and spaces of new or existing buildings and shall be in conformance with the 2 I nternational Building Code and the Washington State Ventilation and Indoor Air Quality Code. 1 0 ND 17: Except for direct -vent appliances that obtain all combustion air directly from the outdoors; fuel -fired appliances N w 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. w U. 18: Equipment and appliances having an ignition source and located in hazardous locations and public garages, PRIVATE Ei GARAGES, repair garages, automotive motor -fuel dispensing facilities and parking garages shall be elevated such that U_ the source of ignition is not less than 18 inches above the floor surface on which the equipment or appliance rests. N d =w 19: Water heaters shall be anchored or strapped to resist horizontal displacement due to earthquake motion. Strapping shall z H be at points within the upper one -third and lower one -third of the water heater's vertical dimension. A minimum z O distance of 4- inches shall be maintained above the controls with the strapping. w W 20: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the Department of v N co Public Health - Seattle and King County (206/296- 4932). o F- 21: All electrical work shall be inspected and approved under a separate permit issued by the Washington State Department w v of Labor and Industries (206/248 - 6630). u- 0 Z 22: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, v co any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits 0 H presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila z 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. 23: ** *FIRE DEPARTMENT CONDITIONS * ** 24: The attached set of plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following concerns: 25: Address to be posted at S.116th St. 26: Any overlooked hazardous condition and /or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. * *continued on next page ** doc: Conditions D04 -232 Printed: 12 -06 -2004 J City of Tukwila INS Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 t I 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: Date: -Z , E ^ D Y doc: Conditions D04 -232 Printed: 12 -06 -2004 Z ;X Z '. � W. W � UO U 0 w= CO LL WO L? � =w Z �. Z o. LLI w U� O o�_ WW U L O. •. Z W U =. O Z City of Tukwila Steven M. Mullet, Mayor Department of Public Works James F. Morrow, P.E., Director 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 Parcel No.: 0733000125 Permit Number: D04 -232 Address: 3545 S 116 ST TUKW Issue Date: 12/06/2004 Suite No: Permit Expires On: 06/04/2005 DESCRIPTION OF WORK: CONSTRUCTION OF A NEW SINGLE FAMILY RESIDENCE 2300 SQUARE FEET WITH ATTACHED 416 SQ FT GARAGE. Public Works permitted activities include grading, erosion prevention, 3/4" water meter, Duwamish water service connection fee, roof downspout infiltration, common access, including infiltration and addtition of catchbasin at curb in S 116th ST. No pavement cuts allowed for utility installation. ValVue sewer. METER #1 METER #2 METER #3 Water Meter Size: 0.75 0 0 Quantity: 1 0 0 Water Meter Type: PERM Work Order Number: Z �Z �W QQ JU UO W= H CO LL W �J u- Cj) = a � W Z E- O Z H W5 U O- 0 f- W HP u- 0 Z W Cl) O Z 5204j04 Connection Charge: Y $60.00 $0.00 $0.00 Installation: Y $490.00 $0.00 $0.00 Additional Install Deposit: $0.00 $0.00 $0.00 Plan Check Fee: Y $10.00 $0.00 $0.00 Inspection Fee: Y $15.00 $0.00 $0.00 Turn On Fee: Y $25.00 $0.00 $0.00 Subtotal: Cascade Water Alliance (RCFC): Y TOTAL WATER FEES: $2,688.00 $2,088.00 $0.00 $0.00 $0.00 $0.00 doc: PWWATER D04 -232 Printed: 12 -06 -2004 $600.00 CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. "Please Please Print* King Co Assessor's Tax No. 6 7 2, ­ 3 — Op — Site Address: 3 5 ' - 4J r S. ((� � �pt /�} Suite Number: / P / =, --- Floor: ev - Tenant Name: New Tenant: Aix... Yes F] ..No mes, Inc. Property Owners Name: I I Al 2 y, Ave SW Mailing Address: Buden, WA 98146 City State Zip Name 1)��J / �"� l� S'r, n �„_ Day Telephone: 7 2 — ZZ a °�--- -r— -- �oatc- Homest - Mailing Address: 11812 26th Ave SW _ rite ctnte r,n Company Name: Mailing Address 11812 26th Ave SW Burl WA 981 6 Cit State Zip Contact Person: Day Telephone: ;1. 0 d ' -3 Z — 2 ? E -Mail Address: N Fax Number: 2U e Contractor Registration Number Expiration Date: O r D " * *An original or notarized copy of current Washington State Contractor License must be presente at th time of permit issuance ** Company Name: Mailing Address: Contact Person: C, >< 4 City State Zip Day Telephone: E -Mail Address: Fax Number: \applicationApertnit application (3 -2003) 3/2003 Page 1 �, t , �y/ ���( iY! X, � M1 7 K� M }iJ,' ri�y i�`w� K '`�y.��'1.,.pr�, � -u,�r� ,f./u >.4•H�� r.. c4iay.x.r cr e++-•r.t�:irimw.I.nwirw..+�+." •'•F �'�•"r� {:).":?MM+++!r _ ..- '*Temtcet¢ wn^�ww+y.� + �+wm . "r'�4 Z }_— Z �W QQ JD UO NO W = H (13 )y WO LL? � = W H Z� 1-0 Z F-- w w D ON O F_ WW 1=- H L O Z W U= O 1— Z 14-1 ,-1,. tatty State ctp y Contact Person: / ull e o et Day Telephone: 2 dX E -Mail Address: b h, Fax Number: 5f, itr e t Valuation of Project (contractor's bid price): $ 2 Gv Existing Building Valuation: $ - Scope of Work (please provide detailed information): -o _4Q�2 i� r �� ea 4&r4 Will there be new rack storage? - El.. No If "yes ", see Handout No. for requirements. Provide A1I Bul�ldmg Areas >tn S ware Footage Below ;! + .. Y r ncovered'Dec PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: 1 - 7L6 Floor area for accessory dwelling:_ *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: ' Compact: Handicap: Will there be a change in use? [-] ....Yes fio�-No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: ..Sprinklers []..Automatic Fire Alarm E]..None ( Other (specify) /�el� ,p-� Will there be storage or use of flammable, combustible or hazardous materials in the building? [] ..Yes El-: �No If "yes ", attach list of materials and storage locations on a separate 8-112 x l l paper indicating quantities and Material Safety Data Sheets. lapplications\pennit application (3.2003) 3/2003 Page 2 Z W JU UO ND co W J = F-' U) LL WO LL L J U� =a �W Z Z� W �5 UC) O 0 1.— WW U 0 Z W U= O Z �- Addrtt n�to o 1* e o TYp e of Inteitor Existing Cons Occupancy per 4 Y f E xtsttng ` Remodel Structure New per UBC UBC _ :. .. I iv 2" Fldor" x ' 3r Floor; : � r Y floors ' r tl)rU 77 77 Accessory Structure* Attachedl- Garage / • � , l y h: � : is .. } l Detached Garage t ; - , y Y � ` •U '• Attached'Carport , Detached Car "ditl" , r ncovered'Dec PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: 1 - 7L6 Floor area for accessory dwelling:_ *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: ' Compact: Handicap: Will there be a change in use? [-] ....Yes fio�-No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: ..Sprinklers []..Automatic Fire Alarm E]..None ( Other (specify) /�el� ,p-� Will there be storage or use of flammable, combustible or hazardous materials in the building? [] ..Yes El-: �No If "yes ", attach list of materials and storage locations on a separate 8-112 x l l paper indicating quantities and Material Safety Data Sheets. lapplications\pennit application (3.2003) 3/2003 Page 2 Z W JU UO ND co W J = F-' U) LL WO LL L J U� =a �W Z Z� W �5 UC) O 0 1.— WW U 0 Z W U= O Z 1. f . ; J j FINANCE INFORMATION Fire Line Size at Property Line Number of Public Fire Hydrant(s) ❑ ... Water Fj ... 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 \Applications\perrnit application (3.2003) 38003 Page 3 Wts . . . . . . . . . . Scope of Work (please provide detailed information): V A-e timil x & ae�6VAL� OL VA �V /V et'o kam e i Call before you Dig- 1-800-424-5555 Z P t d AM., , id ftbM" 'B 110 LL. Water District 00 C] ... Tukwila ... Water District 4 125 Highline ❑ ... Renton to 0 E] ... Water Availability Provided C0 W W -r J � Sewer District '55... C0 U. 0 C] ... Tukwila* ValVue Renton ❑ ... Seattle W ❑...Sewer Use Certificate C] ... Sewer Availability Provided 0.. Approved Septic Plans Provided System - For onsite septic system, provide 2 copies of a current septic design approval by King County Health Department. 2 � 9-1 ... Septic LL Submitted with Application (mark boxes which apply): y C] ... Civil Plans (Maximum Paper Size — 22" x 34") W E] ... Technical Information Report (Storm Drainage) Geotechnical Report C] ... Traffic Impact Analysis ... Bond Insurance Easement(s) ❑ Maintenance Agreement(s) E] ... Hold Harmless 0 Z W W Proposed Activities (mark boxes that apply): 5 C C] ... Right -of -way Use - Nonprofit for less than 72 hours ❑ Right-of-way Use - Profit for less than 72 hours 0 C13 ... Right -of -way Use - No Disturbance � Right-of-way Use — Potential Disturbance 0 ❑ ... Construction/Excavation/Fill - Right-of-way 0 F- W W Non Right-of-way X ...T otal Cut Y0 cubic yards Work in Flood Zone 0 Z El ... Total Fill 0 cubic yards - Ejjc-. Storm Drainage LU cf) Sanitary Side Sewer Abandon Septic Tank Grease Interceptor 0 ❑ ... Cap or Remove Utilities 0.. Curb Cut Channelization Z ... Frontage Improvements 0.. Pavement Cut Trench Excavation ❑ ... Traffic Control C].. Looped Fire Line Ek-.-Utility Undergrounding ❑ ... Backflow Prevention - Fire Protection Irrigation Domestic Water ❑ ... Permanent Water Meter S ize tv WO# E] ... Temporary Water Meter Size.. 19 WO# C] ... Water Only Meter Size ............ 19 WO# 0 ... Deduct Water Meter Size ........ ❑ ... Sewer Main Extension ............ Public Private 0 ... Water Main Extension ............. Private FINANCE INFORMATION Fire Line Size at Property Line Number of Public Fire Hydrant(s) ❑ ... Water Fj ... 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 \Applications\perrnit application (3.2003) 38003 Page 3 Wts . . . . . . . . . . Scope of Work (please provide detailed information): V A-e timil x & ae�6VAL� OL VA �V /V et'o kam e i Company Name Doak Homes, Inc. 11 812 26th Ave SW Mailing Address: Eluiien, WA 981415 city state zip Contact Person: A.17,2 C. -E Day Telephone: 2.06' — & 72- - E -Mail Address: Fax Number: 9, 0 6� 6,�7 Contractor Registration Number: `� (�!¢� A!5 l O ��_2:.. Expiration Date — O? * *An original or notarized copy of current Washington State Contractor License must be presented at the time of permit issuance ** Valuation of Project (contractor's bid price): $ 5.!L_U Z Scop of Work (please provide detailed information): / / u� S' ' / /y e ,.; , Use: Residential: New ....fE� Replacement .... n Commercial: New .... E] Replacement .... n Fuel Type Electric .....n Gas ....f5 Other: 0 -3 HP / 100,000 BTU Indicate type of mechanical work being installed and the quantity..below: Unfit Type : .:. Qty Unit Type ; : Q�' Unit Type Q.ry ' f.Roiler /Compressor:" Qty Furnace <IOOK BTU 1 Air Handling Unit >= 10,000 CFM Other Mechanical Equipment ( 0 -3 HP / 100,000 BTU Furnace>IOOK BTU Evaporator Cooler 3 -15 HP /500,000 BTU Floor Furnace Ventilation Fan 15 -30 HP /1,000,000 BTU Suspended /Wall /Floor Mounted Heater Ventilation System 30 -50 HP/1,750,000 BTU Appliance Vent Hood 50+ I IP /1,750,000 BTU Heat/Refrig /Cooling System Incinerator - Domestic Air Handling Unit <= 10,000 CFM Incinerator — Comm /Ind 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 OWNE OR Signature: � 1 - Date: Print Name: r Day Telephone: 2 p d, 3 72 — Z 2, �CQ Mailing Address: 11812 nth Alit% SW Burien, WA 98146 City state zip Date Application Accepted: Date Application Expires: Staff Initials: lapplicationslpennil application (3 -2003) 32003 Page 4 �s Z ~ W tY � UO M C3 W� C0 LL WO ` r J U_ Q 2 W Z N H O Z F_ W U� 0 00 C3 H WW HF_ LLO �Z U= O Z MECHANICAL CONTRACTOR INFORMATION �g City of Tukwila lam 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 ! RECEIPT Parcel No.: 0733000125 Permit Number D04-232 Address: 3545 S 116 ST TUKW Status: ISSUED Suite No: Applied Date: 06/30/2004 Applicant: DOAK HOMES - LOT A Issue Date: 12/06/2004 Receipt No.: R05 -00658 Payment Amount: 9.24 Initials: SKS Payment Date: 05/10/2005 09:30 AM User ID: 1165 Balance: $0.00 Payee: DOAK HOMES INC TRANSACTION LIST: Type Method Description Amount ---- - - - - -- -- - - - - -- Payment Check 4591 9.24 ACCOUNT ITEM LIST: Description Account Code Current Pmts ------------------------ - - - - -- ---------- - - - - -- ------ - - - - -- BUILDING - RES 000/322.100 5.60 PLAN CHECK - RES 000/345.830 3.64 Total: 9.24 t i I :1024 05/10 tir> 7:t.:ti TL"'i'(1L .1 doc: Receipt Printed: 05 -10 -2005 Z w UO ND co Lu -1_ H S2 W W O 2�: 9Q = a F- W H O w ~ w U� ON 0 F- LU W H� U O •Z W U= O Z � A City of Tukwila r�ae 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 RECEIPT Parcel No.: 0733000125 Permit Number D04 -232 Address: 3545 S 116 ST TUKW Status: APPROVED Suite No: Applied Date: 06/30/2004 Applicant: DOAK HOMES - LOT A Issue Date: 100.00 Receipt No.: R04 -01630 Payment Amount: Initials: SKS Payment Date: User ID: 1165 Balance: 8,588.99 12/06/2004 02:39 PM $0.00 Payee: DOAK HOMES TRANSACTION LIST: Type Method Description Amount ---- - - - - -- -- - - - - -- --------------------- - - - - -- ------ - - - - -- Payment Check 4265 8,588.99 ACCOUNT ITEM LIST: Description ------------------------------ BUILDING - RES CASCADE WATER ALLIANCE PLAN CHECK - WATER METER PW LAND ALT PERMIT FEE PW PERMIT /INSPECTION FEE PW TYPE 'B' PERMIT STATE BUILDING SURCHARGE WATER - DEVELOPER WATER CONNECTION WATER INSPECTION FEE WATER INSTALLATION (DEP) WATER TURN -ON FEE Account Code Current Pmts 000/322.100 1,682.55 401/386.550 2,088.00 000/345.830 10.00 000/342.400 23.50 000/342.400 115.00 000/322.400 100.00 000/386.904 4.50 401/379.002 3,975.44 401/379.002 60.00 401/342.400 15.00 401/386.520 490.00 401/343.405 25.00 Total: 8 O doc: Receipt Printed: 12 -06 -2004 Z �W QQ JU 0 (0 o w= u-. W L L co = �w ' z rr HO Z F- w w UC3 ON O H WW H �. LL O .Z W U =. O Z � �.r, .t�S )'nj, tiS �f,'� t .uu t':Lw- +,p�+�' y.L.v,.�.l . u.':..:. c.. u.. sc. ka <..1:i5:;tir`acw:.a4...�.a <..:.. a,..:.y8... .a. ...iu.ir .�4. : ' ��45d.N� 4:..:i'+.:::qu�.u: 1 City of Tukwila i9C6 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Parcel No.: Address: Suite No: Applicant: DOAK HOMES - LOT A RECEIPT Permit Number D04 -232 Status: PENDING Applied Date: 06/30/2004 Issue Date: Receipt No.: R04 -00812 Payment Amount: 1 Initials: SKS Payment Date: 06/30/2004 04:30 PM User ID: 1165 Balance: $1,802.05 i Payee: DOAK HOMES, INC. I i ' TRANSACTION LIST: Type Method Description Amount ---- - - - - -- -- - - - - -- --------------------- - - - - -- ------ - - - - -- i Payment Check 3960 1,458.66 E j i ACCOUNT ITEM LIST: Description Account Code Current Pmts ------------------------ - - - - -- ---------- - - - - -- ------ - - - - -- PLAN CHECK - RES 000/345.830 1,093.66 PW BASE APPLICATION FEE 000/322.100 250.00 PW PLAN REVIEW 000/345.830 115.00 Total: 1,458.66 doc: Receipt 2382 07/02 971 TOTAL 437598 Printed: 06 -30 -2004 z W 5 L) UO C0 i� �w WO J LLj Cj)a = w z� O. z i— w w U ON o H WW �O ui z U- P _ O z INSPECTION RECORD Retain a copy with permit � INSPECTION NO. PERMI CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431- 670 I: ;. oject ype of Inspec ion:, Address: 3,9 f r J Date Called: -7 bJrbl�- Special Ifistructions: Date Wanted: a.m. p.m. Requester: P ore tXo ? N pproved per applicable codes. Corrections required prior to approval. M i � C >j -rg- h s p eqo r: Date: NP $ 8.0 0 REINSPECTI FEE REQUIRE . Prior to inspection, fee must be d at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. RecMpt No.: I Date: I Z Z �W QQ� JU UO U) Q M J E- cf) LL WO Q � Q LL Q co =) _Cy �W ' Z H E- O W ~ �5 U� O� C3 I.- W L O Z W co O F- Z INSPECTION RECORD Retain a copy with permit INSPECTION NO. PER I CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 =3670 PC T sect: �_ In pection: ,, Address- tDateof Called:. ,_ �� Special Inst uctions: Wanted: r . a.m. --7 DT 2 c p:m: Requester' Phone C � / 2 � Z ~ W UO CO 0 J = H to U. WO �-j LL in = F- W Z H I— O W F- �� U O N �H W H� LL O .. Z W U= O F- Z �8Approved per applicable codes. rl Corrections required prior to approval. INSPECTION RECORD ` li Retain a copy with permit 1 .. --� - INSPECT101MO. PER CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 P o•ect: Type, f Inspection: A�d�dres�s: . �, Date tailed: _ Special I structions: Date Wanted a.m. z� as p Requester: Pho e.No: Z Approved per applicable codes. FI Corrections required prior to approval. 8. 0 REINSPECTION FEE REgUIRED. Prior t6 inspection, fee must be aid #t 6300 Southcenter Blvd.,lSuite 100. Call to sechedule reinspection. Rec ipt o.: I Date: I Z QQ S� '~ W UO Co 0 C0 SLL 2 W O LLa 1 :3 = a H W Z H W 0 LLJ U� ON OH W �U O W Z Cl) O Z INSPECTION RECORD Retain a copy with permit INSPECTION NO. PE T N . CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 ject: Type of- Inspection ` c Address: C Date Calle : ^� Special In tructions: Date Wanted: a.m. (P.M. Requeste �') P one No: 2 9 'Approved per applicable codes. Corrections required prior to approval. inspe t : Date: ---- 1,&-� � z Z.. s'1 $5 .00 REINSPECTION FE REQUIRED. Prior to t nspection, fee must be p id at 6300 Southcenter Blvd., Suite 100. Call sechedule reinspection. Receipt No.: I Date: •'r Z W IY � UO D W W TLL WO LLQ U) =) = �W Z F- I— O W F— �5 U� O N OH WW H0 LL O W Z U= O Z INSPECTION RECORD 19 Retain a copy with permit INSPECTION N0. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 P 'e4t: t 1 Type of Inspection: J A Date Called: _ Special In rifctions: Date Wanted: a m, Requester.,-. — _V � Phone No: ` -Sv Approved per applicable codes. O Corrections required prior to approval. naraiht Ari 1 I - i 0 1 I REINSPECTION FEE 4QUIRED. Prior to inspection, fee must be j 6300 Southcenter Blvd', Suite 100. Call to sechedule reinspection. l i' Z '~ W f � JU UO W= �LL WO LQ CO) = d l.-W Z F- I•- O W ~ W U O N WW LL Z I:l! U= O Z INSPECTION RECORD Retain a copy with permit -- INSPECTION N0. PE I CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 I ra'ect : �_A_ Type of 1� ecti � � /�/ A ress• Date Called• Special tructions: /V 1 Date Wanted: �a�m j z fos Requester:�� ' r - P one No -, ! , 7 r I Z Z W 2 UO Co 0 w� S2 LL WO u - co a = W ? !- F- O W �5 U co o� WW H W Z U= O Z 1 . F] Approved per applicable codes. Corrections required prior to approval. INSPECTION RECORD Retain a copy with permit �� INSPE ION NO. P T 0. r w CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Pr ct: LA_ Ty -of Inspection: , Address: SF Date Called: of Special Instructions: Date Wanted: _ a.m. 2-2 1 Requester P one No`: ^ c-N 2 1. Z �~ W �QQ � JU UO ND co W J = CO LL WO U. <C co = = Z I— O Z 1-- W U ON 0H W W H� LO •Z U= O Z 1 (Approved per applicable codes. Corrections required prior to approval. INSPECTION RECORD !! Retain a copy with permit j Vp INSPECTION NO. PERMI NO. ,S CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. H RFqect: Type of Jrt�pection: W r ♦ A ress: r / ! Date Called: S ecial Instructions: Date Wanted: - � ' ( jq r P.M. Requester: Pho IN - ) Corrections required prior to approval. COMMENTS: -l i t r IZ 1 1 1 vy A 2A + $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Z _� ~ W UO, NO W = �LL WO } �J U. Q co O 2 l.-W Z H Ir- O W UJ �p O -. O !_„- W S H ~: W Z LL co O Z INSPECTION RECORD Retain a copy with permit a3� INSPECTION NO. PE T N CITY OF TUKWILA BUILDING DIVISION I 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 r 4151 ess: � � D Called: cp Instructions: Date Wanted: Wo a;m p.m. Requester: Phone No: P Rit: , Typ ate o l s e ti n�� c Receipt No.: Date: r i' Z � W UO O W= S2 W W0 u- CO = �W ' Z f�- W° W UC3 O N OH w LL .. Z W co O Z � paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. o l s e ti n�� c Receipt No.: Date: to O Z � paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. ZS INSPECTION RECORD Retain a co _ �}--; J 6 1 copy with permit INSPECTION NO. PE I CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 . ,, 1 (10Q431-3670 Pro t Typ oflnspec o : Ad�re�ss Date Called: Special Ins Date Wanted: ' m p.m. Requester: Phone N Approved per applicable codes. El Corrections required prior to approval. ; �I ;I . Receipt No.: Date: z W .J U UO W= I— N U- w La N� _CY F W WO �5 U� _N 0 I— W LL O . w z U= O E ` z `—' paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. INSPECTION RECORD i f r Z- J e Retain a copy with permit a INSPECTION NO, P I CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Project: � Type o Inspection: - i v Address: . -( 1 . Date Called -, W S ecial Instructions: Date Wanted: i -� .m to< f2l P- . Reques e�: Ph2 — �7 — OU teceipt No.: Date: 0. Z ;= Z W UQ W� �Li- WO u - co = a �W Z H F- O W F_ �5 UC3 ON 0 H WW LL O •Z U= O Z l--1 paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. INSPECTION RECORD Retain a copy with permit f INSPECTION N0. P MI N CITY OF TUKWILA BUILDING DIVISION . 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Projec • Type of Inspection: Ad ress: Date Calle : Special Instructions: /r Date Wanted: _...— a. Requester: Phone No: Phone No: to Approved per applicable codes. Corrections required prior to approval. nspector: Date: $58.00 REINSPECTION FEIN' REQUIIYED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. teceipt No.: Date: a Z }�— Z W W� UO CO 0 J = H NLL WO 9� U. Q to 2 W Z fr- 1- O Z H U� O N o F_ WW U UO Z W U= O Z /s--- INSPECTION RECORD INSPECTION NO. Retain a copy with permit P CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (2 '5 31 -3670 Prod 1 Type I spection: Ad s 5 log Sf Date Called: 0 Special Instructions: A Date Wanted: _ Ira. M. Requester: Phone No. - :�) Approved per applicable codes. Corrections required prior to approval. //) 2;- V pw T / /e R 2 leb vet ,qf -lT S e7 g c✓C Inspector Date: _ $58. REINSPECTION FEE RE Q ED. Pri r to inspection, fee must be P • at 6300 Southcenter Blvd., S 'te 100. Call to sechedule reinspection. Receipt No.: I Date: W z ~ W Q � Q � JU UO Cl) 0 . J = h— S2 W WO LLQ N:3 Z d F- W z f WO W U� ON 0H W LLO .. z W U= O I.. z INSPECTION RECORD levy a� 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: 1 Gl - 1 " 4'1yJ Type of Inspection: Address: 116 Date Called: ; � Special Instructions: Date Wanted: a.m. Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. 5� Inspector: Date: r-- VU $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Z W UO CO H W O. LLQ 2 �W ' Z 1--o W~ U� O� O H W LL O •• Z W U= O Z INSPECTION RECORD D 0 4-2 Retain a copy with permit 3� INSPECTION N0. PERMIT N0. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Project: �D DaK 1 Type of Inspection: Permckne Wafe Address: 3-51+55 116 St Date Called: Special Instructions: I—ot Date Wanted: ©� a.m r � Requester: Darryl Doa K Phone No: 206- 3�2 -zZSa P COMMENTS: t I u�- v Inspector: Date: I , �-• Receipt No.: Date: $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. z W UO J L LL WO Q � Q LLQ _a W Z = P WO G 5 UC) ON o� W W �- O W z U C0 O z A I INSPECTION RECORD Retain a copy with permit; S' INSPECTION NO. " jj ( PE IT O. S CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 oject: M t" Type of Inspection: s00dj Address: � � (l n O . t' Date Called: Special Instructions: Date Wanted: I / �� /(' � (p.m. V Requester: MZIIA PlLgn�e;�N - 4 ' � 9 `..� 2 `. �✓ 9 Approved per applicable codes. F1 Corrections required prior to approval. .. vv• V u l\.• 0aidat6300Southcenter8kd., 00 REINSPECTION FE EQUIRE . Prior to inspection, fee must be Suit 100. Call to sechedule reinspection. ceipt No.: I Date: Z '~ W �U UO W r^ Co LL WO 9 -1 LL = W ? F- WO W U � co WW H� ti O z U =. O Z r 2 , INSPECTION RECORD 1) 23� 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: Poa� Homes Type of Inspection: CCA . 4 - 5 — D5 Address 3 54- 5 5 II / of Date Called: Special Instructions: L 0 O f A Date Wanted: , ! ..' "" O-5 .m. L�^ p.m. Requester: Darr v) Doa - Phone No: 210! — —2200 -- ]Approved per applicable codes. FI Corrections required prior to approval. F 5 .I � .,' Inspector: Date: � W' 6 S Receipt No.: Date: $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Z ~ W JU UO UD J � � WO U- ?. cod = W !- O Z E- W W 5 U� N 0H WW H W Z W Cl) O H Z INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Pr 'ect: Type of Inspection: A ress: Date Called: Special Instructions: Date Wanted: a.m. )/ /I p.m. Requester: nn I.1{` Phone No: Approved per applicable codes. Corrections required prior to approval. Inspector: Date: $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: Date: COMMENTS: V l Z H N W i UO Cl)� CO W W = N O r � LL a Nd = W Z I— W O W U� O CO) OH W W H~ u_ O W Z U Cf) t^ � O Z i INSPECTION RECORD Retain a copy with permit INSPECTION NO. PER CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 ( 0 431 -3670 yr )ect: Type of Inspection: Address: � , Date Called: ( p str coons: Date Wanted: r a.m. 5- Requester:� ) Phbn No:���� v to Approved per applicable codes. � Corrections required prior to approval. Inspector Date: $58.00 REINSPECT IO FEE RE UIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. receipt No.: Date: Z f Z �W UQ CO W� LL WO J LL ? � = w ? F- W 0 U UJ U a I•- WW LL O iii Z UN O Z INSPECTION RECORD ,Y Retain a copy with permit a3 INSP CTION NO. P R CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 i Project: Type of Inspection: Address: Date Call d: Approved per applicable codes. Corrections required prior to approval. At- crvN VJ i t� t z t� `1 i IrfS;se r: Date: ' j�,✓vv.,� 3 �. l 7 a � $5 .00 REINSPECTION FEE R QUIRED. Prio to inspection, fee must be pat at 6300 Southcenter Blv , Suite 100. all to sechedule reinspection. - Receipt No.: Date: �.i f i Special Instructions: Date Wanted: M. COMMENTS: Requester: -' Phone No: COMMENTS: •� 0-.-' 0-.-' Z W J U w= Cf) w 0 9 -1 LL Q U� =a �W Z� I- O W U� U OH w H� u. O Z UN Z e Q INSPECTION RECORD ) Retain a copy with permit INSPECTION NO. PER CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Proj !%M- HOME Type of Inspection: F�z mv\ j (r, Address _- 73 S � 1(6 Sfi" Date Called: �- 3 - I - 055 Special Instructions: Date Wanted: i a.m. 3 _ _ p p.m. Requester: A r1` Phone No: ❑ Approved per applicable codes. Corrections required prior to approval. COMMENTS: �nspe r: ua�e: Gt�w�. c,..� _ I _ o $4 .00 REINSPECTION F E REQUIRED. Pri r to inspection, fee must be p d at 6300 Southcente Blvd., Suite 100. Call to schedule reinspection. Rec ipt No.: Date: Z ~ W JU UO WF- �LL WO LLQ N� F- W Z �O Z H �j U� ON o E- W HL) L' O W Z CO O H Z -7 INSPECTION RECORD I� Retain a copy with permit INSPECTION NO. PERMI O. CITY OF TUKWILA BUILDING DIVISION �• " 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)43T P ect: Aj r>�iQ Type of nspection: A, re ', . L `� s� . l i Date Called c-� cu` /((' o Special Instructions: Date Wanted;.., / ra'.in. Requester: Phone No: f 6 Approved per applicable codes. 1-1 Corrections required prior to COMMENTS: �I tJ b1L r� o &'J�� n t -'j C P_t'je' Ins ec r: Date: .�A 1 '1,t c. a-- ► - T - $ 8 P0 REINSPECTION FEE REQUIRED. Prior o inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. teceipt No.: Date: J z I1-� '~ W IX UO J = CO L WO UQ = �W Z f- W O LIJ U� ON 0H W H u. O .z W U= O z INSPECTION RECORD Retain a copy with permit INSPECTION NO. P CITY OF TUKWILA BUILDING DIVISION ` 6300 Southcenter Blvd., #100, Tukwila, WA 98188 - (2Q5) - -3)1-3670 r Pro ` ��., p� / ,,,� � L4 —(o Typ of Inspection: > Ad ress: , Sa D e Called: _ � Special I structions: Date Wanted: a.m. LO-5 p:m. Requester: �..., .' 1 Phone No: EQ 'Approved per applicable codes. Corrections required prior to approval. C Inspector. Date: Receipt No.. Date: F ] $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. 9 Z ~ W UO 0 w= I— N W WO LLQ co) = f. W Z H- W O W U ON 0 F- W W F r LL O W Z U= O ~ Z INSPECTION RECORD �6�- Retain a copy with permit INSPECTION NO. PERM CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 �� Pr 'ect: Type of Ins r in c"T" I oU l Ad r ss: /I S Date Called: M Z � W JU U CO D W= U. WO 9-j U_ N =w Z X H O Z E- W W U o C0 D F— W w U W Z U= O Z IN Approved per applicable codes. Corrections required prior to approval. • � Special In$tructions: Date Wanted: � M. p.m. Requester: C re Phone N - 715 - - 79-18 Z � W JU U CO D W= U. WO 9-j U_ N =w Z X H O Z E- W W U o C0 D F— W w U W Z U= O Z IN Approved per applicable codes. Corrections required prior to approval. 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 Project: Type of Inspection: Address: 35 s //6 Date Called: Special Instructions: ►�C.e,pp A Date Wanted: I , y /OS a.m. m. Requester: Phone No: C ' 2 - Z Inspector: f Date: $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: 7 Z W UO ND C0 W J = H C0 U- WO 9-J LL cl) = �W Z I— WO W U� ON 0 l- = U H — LL O . Z W U= O Z Approved per applicable codes. Corrections required prior to approval. INSPECTION RECORD D0,1 -23 3 „ Retain a copy with permit 'T INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 i Project: Doak Homes Type of Inspection: W 0esr main to Address: 3.545 S ` � L tL 15f C7tr1 Date Called: 1- 11 - 05 Special Instructions: Lot ft� Date Wanted: M. 05 p.m. Requester: Darryl Doa Phone No: 206 _ 372--Z26© Fl Approved per applicable codes. Corrections required prior to approval. i W mp COMMENTS: Inspector: Date: Lo w Receipt No.: Date: 147.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Z H ~ W JU UO N (0 ILLJ J = co LL WO 9-j LL Q CO _CY �W ' Z H H O W F- W U� O - OH W H u. O lit Z to Z Inspector: Date: Lo w Receipt No.: Date: 147.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Z H ~ W JU UO N (0 ILLJ J = co LL WO 9-j LL Q CO _CY �W ' Z H H O W F- W U� O - OH W H u. O lit Z to Z INSPECTION RECORD Retain a copy with permit INSPECTION NO. PER T N CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188` (2 6)41 -3670 7 Typ of Inspectio V P r 1417 PAO zS v t_ al , A reds: n q'5 D Date Called: t G ►! CA , p Special Instructions': Date Wanted: / a.m. P.m. t tti 1 Cj t Requester: 1 -S 4 . 11 Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: V P r ' j WQc �YU EA G ►! CA , p t tti 1 Cj t P 1 -S 4 . 11 �. a on I P IA N Inspector: - Date: $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: z w UO Nc J = F- CO LL WO 9 -1 LL Cl) a H W z 2 Ir- ZO �O U ON O H- WW I=- H U- O W z O z f INSPECTION RECORD i Retain a copy with permit�E 3 °Z INSPECTION NO. PE N CITY OF TUKWILA BUILDING DIVISION __;� 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (2 ) 1-3670 j Pro} �� I :D� Type of Inspectio �C k i v\ x44 I n ( )c)1 P" Address: Date Called: Special Instructions: Date Wanted: a.m. p.m. Requester: Phone No: A pproved per applicable codes. n Corrections required prior to approval. III, Inspector: Date: $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: z W I � JU UO CO a W N LL. W O 9� u_ UO = W Z I= O z I- W LIJ �O U O T 0 E- WW H� W Z W L) O z � INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERM O. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Pr 'ect: C Type of specti n: . A ddress: _ �,j �� S..S�• ��lO ..5� Date Called: � �o�f�' '"lam Special Instructions: Date Wanted: a.m ':;�� "—a M. A Requester: nC. 4 1 -e Ph re No: Approved per applicable codes. FI Corrections required prior to approval. COMMENTS: 1 C6 V 1 r(A ► o1 n - - I OV" nC. 4 1 -e 1 � � f 0Vv. i -P Inspector. Date: ULl $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: 9 r Z 1 Z � W QQ � JU 0 W H �LL WO LLQ CO = a �-W z F- 0 W ~ W U� O� �H W U �O W Z U= O Z I : INSPECTION RECORD _ Retain a copy with permit j INSPECTION NO. PERMIT-NO. CITY OF TUKWILA BUILDING DIVISION��`'�� 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Project: Type of Inspection: '• � G r inl C1 l � ) � j ► V�G 111J tf� `e - Address: Y� �-- Date Called: -p </ h Special Instructions: Date Wanted: a.m. 1, 0 e m. . Requester: � U T i m o ueA a Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: '• � G r inl C1 l � ) � j ► V�G 111J tf� `e - Y n YM1.S G P ll1CG" t� h )Y 2.0" s l o e ( T i m o ueA a 1pd aA I tj 4 re5 Inspector: _ Date: i nr� -�.• $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: 2 =Z QQ� JU UO C O D w= V) L WO �Q U� _CY �w Z H H O W M� U� ON o�_ wW I-- F_ W Z W U= O Z 7,7777 1 77 0- = 0 City of Tukwila Fire Department Steven M. Mullet, Mayor 1908 TUKWILA FIRE DEPARTMENT FINAL APPROVAL FORM Thomas P. Keefe, Fire Chief Permit No. Project Name C_ e-> A �. /, k Address "7 5 �/S >~ ,/ fit-' Suite # ./ Retain current inspection schedule Needs shift inspection Approved without correction notice .Approved with correction notice issued Sprinklers: i Fire Alarm: Hood & Duct: f Halon: Monitor: Pre -Fire: Permits: Authorized Signature jJate FINALAPP.FRM Rev. 2/19/98 T.F.D. Form F.P. 85 Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: 206 -575 -4404 • Fax. 206 - 575.4439 Z ~ w � JU UO to J = H TLL WO LQ =a F - W Z I- ZO W U� ON 0 F- W W F-' FV_"' LL w Z U U) H O Z Jan 13 05 10:42a Tim Schriever ALLIANT ENGINEERING & LAND SURVEYING, INC. P.O. BOX 2596 WOODINVILLE, WA 98072-2596 (A25) A85 -1083 Darryl Doak Doak Homes, Inc. 11812— 26`' Avenue SW Burien, WA 98146 RE: Foundation Footing Drain for Parcels A of BLA L03 -038 Site Address: 3545 S. 116' St. Dear Mr. Doak, January 10, 2005 This letter is to verify that I inspect the above described parcel on January 10, 2005 for the purpose of determining whether or not foundation footing drains are required to prevent ground water flooding in the proposed structure crawlspace. At the time of inspection the building foundation was constructed on the site and no evidence was observed to suggest that ground water or surface water was collecting in or around the building foundation. On April 16, 2003 I conducted a soils investigation on the subject property and determined that there was greater than 8 feet of sandy soil above the groundwater table. Based on the relatively deep soil depths and shallow elevation of the building foundation/crawspace floor as constructed on the site, it is my opinion that no footing drains are necessary around the building foundation. The proposed roof downspout drywell must be placed at least 10 feet west of the proposed house per the Small Site Drainage Plan. L. Schriever, PE 22594 crsr>~4 , O NAL FE . ' L s 1 o1410 T p.2 RECEIVED JAN 13 2005 DEPARTMENT c...��:� :. �,:.i., ....n:= i i. , 4;: u '.cab}; SI�..Ju..sv+:' w.e,t � +wkru,.n:u ��i�A;u+ • 7 S. ' u:luy,: � , ___,_ ... __ . :.s • •., s,.+.u:.a,Y7h9x:t'io.�:i.r;:,: 425- 485 -1083 z = F' ~ W QQ: 2 JU UO (0U co LLJ J H �LL w a. Q CO)� _ �w z I- O z F- w �o U O� wW �z ui Cl) O� z .�� TSE Architecture • Engineering • Planning 12810 N.E. 178th Street, Suite 101 Woodinville, WA 98072 • (425) 481.6601 F" CO" PROJECT: Job Name: Darrel Doak Site Address: 4058 S. 148th St. Tukwila Jurisdiction: City of Tukwila is 'Plans By: Crane Design Plan Number /Job ID: #110402 JOB #: 39 s BY: DATE: 4 6 Z I J i REVIEWED FOR CODE COMPLIANCE APPROVED NOV 2 3 2 004 city tul(wlla B ILDI DIVISION Design Specifications: 1997 UBC Wind Velocity: 80 mph Wind Exposure: B gg!v UBC Wind Design Method: 1 GF TUKWILA Snow Loading: 25 psf Seismic Zone: 3 JU N 3 0 2004 R: 5.5 PERMIT % of Snow Incl. w/ Seismic: 0 CENTER Soil Type: SD UBC Seismic Design Method: Static Force Buildina Design Par Roof DL: 17 psf Floor DL: 10 psf Wall DL: 10 psf Levels: 2 Level Names: UPPER MAIN STRUCTURAL ENGINEERING ADDITIONAL REQUIREMENTS OR CHANGES TO PLANS ARE AS SHOWN ON SHEETS 17 THROUGH 21 OF THESE CALCULATIONS WITH NOTES, SCHEDULES & DETAILS PER DRAWING No.TSE -1 THROUGH TSE -3 ENGINEER'S SEAL IS FOR LATERAL LOAD DESIGN DUE TO SEISMIC AND WIND FORCES ONLY. GRAVITY LOAD DESIGN IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. EXCEPTIONS: Gq g.46F Poole, NE�4DE/L. ' v 7.22.00k Zb y z �z �w QQ JU UO N o �_ H S2 LL w U U� = �w z r~ �O w �5 UC3 ON o I.- wW LL O .. z w U= O z r . • ;,. +�,:7J;.5:..# stir' i.' xatr. i. FYUa:'!:: i3av33:.: i. nAi.gv:.tisYt::': }u':ii.Fa.�.id ... tiik:. 4tib:(.' fl.u.:i.idai'ix:•{kuwik'LCi' • ..(rt$ •" �Y ,•,'•'iu`R+`:Lkii'r�t2LK'.timN -- T5E PROJECT: JOB N: . Architecture Engineering • Planning �`'� rl d 7�Z BY: A 12810 N.E. 178th Street, Suite 101 Woodinville, WA 98072 • (425) 481 -6601 1 q"r 9 QAL i41V.4L fS /5 DATE: _/ Ec lW imp - ,j<, �4k T - y5 0, _mot GR 105 i + 9 °_... .+H 4 A -3b 10 a� 3 C. -5(0 . ........ - + z W JU UO Cl) J = f-- �LL wO WQ to = fW Z F- E- O z H w w U� O- o F- Ww HF- U- O z W U C0 . oF- z j TSE PROJECT: JOB #: Architecture • Engineering • Planning BY: Ar 12810 N.E. 178th Street, Suite 101 M 3 Woodinville, WA 98072 A (425) 481-6601 DATE: P44fA oil! 1149tALL ftA t4F;t--. 0 Uk rAM.1 0 FR At m U CfirrlrFi � Y r iD i np 1o, t LQ 140ok j".. U1 C. I M� I ab..: . . . . . . . . . . Vt f Z Z w L) U 0 (1)0 U) LU UJI J U) LL w 0 2 � 9 -j LL a W 0 z ~ LU 5 O- 0 F- LU L) F- — q: �- 0 z lij 0 Z };,. '�,+., ii«! .. t.: . f� .:;S�s .+.i >ze.isu <�IiS;eA.tis;:aci.:' r::;sGOfa +r•w,;n�'" .da:r;Tp:a:w:•.UuAAKa::.un.,u $ wwc.w+.:+A.wr z �z �w QQ JU UO U) 0 C0 w J = C0 L w 0 LL? � = w ? i.- t- 0 z t- w W U ON 0H w LL O .z w U= O z 39s/ TSE PROJECT: JOB #: y� l� Architecture • Engineering • Planning BY: 12810 N.E. 178th Street, Suite 101 Woodinville, WA 98072 • (425) 481 -6601 DATE: 1 Z Z �+ O 2 TRANSVERSE WIND ANALYSIS Plan Number /Job ID FRONT ELEVATION #110402 Grid:1 2 3 4 5 6 7 8 Wall Ht. 8.1 8.1 ft. N Wall Ht. 9 9 ft. N ft. Width 30 30 ft. X 20 30 ft. LEVEL: UPPER . Roof 1 1 Ridge /Gable Ht 6.5 6.5 ft. OH left 2 ft• OH right 2 ft. Area left -45 sq.ft. Area right -45 sq.ft. V left 2790 0 0 0 0 0 0 lbs. V rightl 0 2790 0 0 0 0 0 lbs. LEVEL: MAIN Roof Ridge /Gable Ht ft. OH left ft. OH right ft.' Area left sq.ft. Area right sq.ft. V left 5613 0 0 0 0 0 0 lbs. V right 0 5613 0 0 0 0 0 lbs. LEVEL: Roof Ridge /Gable Ht ft. OH left ft. OH right ft. Area left sq.ft. Area right sq.ft. V left 0 0 0 0 0 0 0 lbs. V right 0 0 0 0 0 0 0 lbs. };,. '�,+., ii«! .. t.: . f� .:;S�s .+.i >ze.isu <�IiS;eA.tis;:aci.:' r::;sGOfa +r•w,;n�'" .da:r;Tp:a:w:•.UuAAKa::.un.,u $ wwc.w+.:+A.wr z �z �w QQ JU UO U) 0 C0 w J = C0 L w 0 LL? � = w ? i.- t- 0 z t- w W U ON 0H w LL O .z w U= O z TSE PROJECT: Architecture • Engineering • Planning 12810 N. E. 178th Street, Suite 101 Woodinville, WA 98072 • (425) 481 -6601 LONGITUDINAL WIND ANALYSIS RIGHT ELEVATION Grid: Wall Ht. Wall Ht. A B C D E 8.1 8.1 N 9 9 Length Y 50 13 50 17 LEVEL: UPPER Roof 1 1 Ridge /Gable Ht 6.5 6.5 OH front 2 OH back 2 Area front -16 -12 Area back -12 -44 V front 1700 0 0 0 0 0 0 V back 0 1424 0 0 0 0 0 LEVEL: MAIN Roof Ridge /Gable Ht OH front OH back Area front 34 Area back 10 V front 2882 960 0 0 0 0 0 V back 734 2516 0 0 0 0 0 ft. ft. ft. ft. ft. ft. ft. ft. sq.ft. sq.ft. lbs. I ft. ft. ft. sq.ft. sq.ft. RBI LEVEL: Roof Ridge /Gable Ht ft. OH front ft. OH back ft. Area front sq.ft. Area back sq.ft. V front 0 0 0 0 0 0 0 lbs. V back 0 0 0 0 0 0 0 lbs. 0 0 0 0 0 0 0 0 JOB #: 3 t s BY: KR' DATE 12 Z G v Z Plan Number /Job I #11040 F G H z �z �w QQ JU UO CO O CO w W = CO LL w LL Q = �. w z t— H O z t— w w U� 0 00 o F- wW U- O z CO O z A � PROJECT: JOB #: 3 98 I .. TSE Architecture • Engineering • Planning BY: 12810 N.E. 178th Street, Suite 101 1 In Woodinville, WA 98072 • (425) 481 -6601 DATE: Z4 0 2 tY TRANSVERSE SEISMIC ANALYSIS BASE SHEAR DISTRIBUTED Plan Number /Job ID PLAN VIEW #110402 H C G E C C A Grid: 1 2 3 LONGITUDINAL SEISMIC ANALYSIS H lbs. lbs. lbs. lbs. 8 14 15 I I R 1802 F 2544 R 2647 F 3763 R 1508 F 2168 R 2216 F 3211 lbs. lbs. lbs. lbs. 8 14 15 I I .2. .viWw..i.it..t:ana:•,L.tc+:�u • ,�,:ai::.:.ivf;++YC,.1�,:.' •,0. ° 13!11+ „ 'n z Z tY 7- UO U) 0 W_ �w w wQ ca D = w z� �O z�- w w U� O N 0 F- wW u' O ui z CO) z 2 17392 2420 2 2373 3227 2 2 1361 1880 2 2 1859 2510 2 .2. .viWw..i.it..t:ana:•,L.tc+:�u • ,�,:ai::.:.ivf;++YC,.1�,:.' •,0. ° 13!11+ „ 'n z Z tY 7- UO U) 0 W_ �w w wQ ca D = w z� �O z�- w w U� O N 0 F- wW u' O ui z CO) z _ TSE PROJECT: JOB #: 95 Architecture • Engineering • Planning B Y: 12810 N.E. 178th Street, Suite 101 Woodinville, WA 98072. 425) 481 -6601 DATE: Plan Number /Job ID SEISMIC DESIGN FORCES #110402 TRANSVERSE GRID LEVEL Lsw Eh r E E/1.4 (ft.) (Ibs.) (Ibs.) (lbs.) 1 UPPER 29 4107 0.1733 4107 2934 MAIN 23 5862 0.2181 5862 4187 2 UPPER 0 MAIN 0 3 UPPER 23.5 4066 0.2117 MAIN 23.5 5824 0.2121 4066 2904 5824 4160 z ~w fi JU 00 (00 CO) ui J = �w w L L D Z �. Ir- O z I--. w w U :O N WW H LO z W CO) O z T SE PROJECT: JOB #: 395- Architecture • Engineering • Planning BY: 12810 N.E. 178th Street, Suite 101 V ry Woodinville, WA 98072 • (425) 481 -6601 DATE: tt 2 ` z s SEISMIC DESIGN FORCES Plan Number /Job ID I #110402 LONGITUDINAL 0.6811 AB = 1810 sq.ft. 2 - 20 / r(max) *SQRT(AB) = 1.310 Rho = 1.310 GRID LEVEL Lsw Eh r E E/1.4 (ft.) (lbs.) (lbs.) (lbs.) A UPPER 16 3688 0.3143 4830 3450 MAIN 6.25 4272 0.6811 5595 .3997 B UPPER 0 MAIN 15.25 1352 0.0883 1770 1265 C UPPER 31.5 3645 0.1578 4774 3410 MAIN 24.5 4412 0.1794 5779 4128 0 i r (max) = 0.6811 AB = 1810 sq.ft. 2 - 20 / r(max) *SQRT(AB) = 1.310 Rho = 1.310 Z f' i f. , z. J0 00 to ° to w 9 CO LL w J U. N =w z� F- O Z H LU �5 v ° oco Uj OH =U LL O' •Z Co O F-. Z --- TSE PROJECT: JOB #: 3qs/ .�. Architecture • Engineering • Planning BY: 12810 N.E. 178th Street, Suite 101 Woodinville, WA 98072 • (425) 481 -6601 DATE: 1 2 ( U 2 TRANSVERSE SHEARWALLS Plan Number /Job I #1104(2 Grid 1 Grid: A B C D E F G H Level: UPPER Lsw 29 ft. v wind 96 plf V seismic 101 plf USE: SW1 R wind 779 lbs R seismic 819 lbs Roof Trib. 3 ft. Roof DL 1479 lbs Wall DL 2349 lbs Uplift wind 0 lbs Uplift seismic 0 lbs USE: Level: MAIN Lsw 8 15 ft. v wind 244 244 plf v seismic 182 182 pif USE: SW2 SW2 R wind 3179 3179 lbs R seismic 2671 2671 lbs Roof Trib. ft. Roof DL 0 0 lbs Wall DL 720 1350 lbs Floor Trib. 1 1 ft. Floor DL 80 150 lbs Uplift wind 1855 1439 lbs Uplift seismic 1479 1105 lbs USE: I H2 H2 Anchor Bolts ABO Note: SWx (Shearwalls), Tx (Floor Ties), Hx (Holdowns) and ABx (Anchor Bolts) are scheduled per sheet TSE -1 except ABO = 5/8 inch diameter anchor bolt at 48" o.c. w/ 2x sill plate which is typical unless noted otherwise. z �z 00 N NLL w LL¢ N = �w z t— f- O z t— 25 U0 O� 0 t•- w O w z U= O F- z s - PROJECT: JOB M / 5 = TSE Architecture • Engineering A Planning BY: 12810 N.E. 178th Street, Suite 101 / / Woodinville, WA 98072 • (425) 481.6601 DATE: 1 2 f Z bi 2 / 0 TRANSVERSE SHEARWALLS Plan Number /Job #1104 Grid 2 Grid: IA I B I C I D I E I F IG IH Level: UPPER I NO SKF�Qwgt,cs '4 T C rzf o 2 z W tY � UO CO) W_ �-. CO) U _ wO u_ cf) V �w Z �. f- O z t-- w �5 U� O N D F- W LLI. x U' LL O. • z' W H= O 1-- z • � ..._. TSE Architecture • Engineering • Planning 12810 N.E. 178th Street, Suite 101 PROJECT: 395/ JOB #: BY: V /z /2(s /,0 Woodinville, WA 98072 • (425) 481 -6601 DATE: 2 TRANSVERSE SHEARW_ALLS Plan Number /Job I #1 104C 2 Grid 3 Grid: A B C D E F G H Level: UPPER Lsw 23.5 ft v wind 119 plf v seismic 124 plf USE: SW1 R wind 962 Ibs R seismic 1001 Ibs Roof Trib. 3 ft. Roof DL 1199 Ibs Wall DL 1904 Ibs Uplift wind 0 Ibs Uplift seismic 0 Ibs USE: Level: MAIN Lsw 11.5 12 ft• v wind 239 239 plf v seismic 177 177 plf USE: SW2 SW2 R wind 3111 3111 Ibs R seismic 2594 2594 Ibs Roof Trib. ft. Roof DL 0 0 Ibs Wall DL 1035 1080 Ibs Floor Trib. 1 1 ft. Floor DL 115 120 Ibs Uplift wind 1875 1821 Ibs Uplift seismic 1482 1433 Ibs USE: H2 H2 Anchor Bolts ABO T .r':,::..,i•. >::, •..'.: �L. ..< rtdie.: L. i3.: nisi�Ji:: w.a5�wa.:ti.,...�w.w=•:..:s',%. eta;, y: w�:. s.,+ L��atmz.: �eautw: ;s+uk.�:,.:J.�tSC'xik�4U9,: `;+.Gi iW.bA::.�+t�.!ahu'r'c�+. u, � •,, ��tilw1. AJ'iLeeii�GdLi.��w z ~w UO to o J I--' C0 LL w U - to D = �w z 1— O z I— 5 U� ON o�- w H �. LL O ..z w U= O z TSE Architecture • Engineering • Planning 12810 N.E. 178th Street, Suite 101 Woodinville, WA 98072 • (425) 481 -6601 PROJECT: JOB #: s BY: DATE: 12L2 �a f a Z 12 LONGITUDINAL SHEARWALLS Plan Number /Job I #1104 ; Grid A Grid: 1 2 3 4 5 6 7 8 Level: UPPER Lsw 9 3.5 3.5 ft. v wind 106 106 plf v seismic 216 216 plf USE: SW1 SW1 R wind 860 860 Ibs R seismic 1747 1747 Ibs Roof Trib. 15 3 ft. Roof DL 2295 179 Ibs Wall DL 729 284 Ibs Uplift wind 0 629 Ibs Uplift seismic 386 1539 Ibs USE: T1 (2) T1 Level: MAIN Lsw v wind v seismic USE: R wind R seismic Roof Trib. Roof DL Wall DL Floor Trib. Floor DL Uplift wind Uplift seismic USE: Anchor Bolts Level: 2.75 LRP 3.5 461 665 SW5 6353 10456 0 315 5 175 5877 10028 H ASS s U SE 1 2 1 1to i2 �4T.E2�¢L IZESr n+j,jf P��EIs ft. plf plf Ibs Ibs ft. Ibs lbs ft. Ibs Ibs Ibs a,.., 'i.h.i j.^ ..s.' .1;; _+,. µ,l, `; 1'..::*.;+ �,'} S r�. +.i:ri'H +:kwvx.GC.�+i.S'w::MNu: r:a,q:..a wrcr•:w:u:,s.. :ar - an �.5>a'iiwu'idtJil�KlfjiC tu'a iLa'i�i4SLa:::¢i `Lri"u wifd:�'claiu•. z '~ w � UO N o W_ Co U- W �� WQ to = F. W z = F- ZO W �5 U� ON 0 F- WW H H tL O .• z W co O z TSE PROJECT: JOB #: Architecture • Engineering • Planning BY: 12810 N.E. 178th Street, Suite 101 V / Woodinville, WA 98072 • (425) 481 -6601 DATE: APA "Sturd -l- Frame" w z M1 z1 W1 M C/L L Z (WIND) Z (SEISMIC) w (DL) w (LL) LL (SEISMIC) 635 835 80 0 0 lbs. lbs. plf pif % H D L W1 W2 8 1 8 16.5 0 ft. ft. ft. in. in. WIND SEISMIC WIND Z1 = 635 835 lbs. 427 ft.lbs. M1 = 4445 5845 ft.lbs. M C/L 640 0 (DL) (LL) M1 (TOTALS) WIND 5138 ft.lbs. SEISMIC 6272 ft.lbs. w (SL) SL (SEISMIC) W2 H 100 0 fb / Fb' plf % fv / FV AR 1 AR2 0.08 5.82 190 0.15 838 1920 836 O.K. 46 WIND SEISMIC 7-2 = 0 0 lbs. M2 = 0 0 ft.lbs. 800 1440 ft.lbs. psi (SL) (TOTAL) psi M2 (TOTALS) WIND 693 ft.lbs. SEISMIC 427 ft.lbs. CONTINUOUS HEADER DESIGN Material Tvae /Sr)ecie Grade Fb si Fb FV (p si) CD (WIND) 1.6 Manuf.Lbr. GL 24F -V4 2400 1200 165 CD (SEISMIC) 1.33 Timber CD (SNOW) 1.15 Dimen.Lbr. Cr 1 CH 1 Properties: b d S 3.125 12 75 in. in in ^3 fb Fb' fb / Fb' fv Fv' fv / FV D + L + S (UBC 12 -12) 230 2760 0.08 29 190 0.15 D + L + S/2 + W (UBC 12 -14) 822 1920 0.43 46 264 0.18 D + L + S.+ E/1.4 (UBC 12 -16) 1003 1596 0.63 46 219 0.21 PSI psi psi psi „ty .7:..:.n AKt4Mw z '~ w JU UO U C0 w W = U. w 9-1 LLQ U� I .-w Z H HO z F- w W U� O� o C— wW F- LL O LLI z U= O z — 3fs TSE PROJECT: JOB #: A= Architecture • Engineering • Planning BY: _ 12810 N.E. 178th, Street, Suite 101 Woodinville, WA 98072 • (425) 481 -6601 DATE: LONGITUDINAL SHEARWALLS Plan Number /Job #110402 Grid B Grid: 1 2 3 4 5 6 7 8 Level: UPPER Lsw ft• v wind plf v seismic plf USE: R wind lbs R seismic Ibs Roof Trib. ft. Roof DL Ibs Wall DL Ibs Uplift wind Ibs Uplift seismic Ibs USE: Level: MAIN Lsw 6 9.25 ft• v wind 111 111 plf v seismic 83 83 plf USE: SW1 SW1 R wind 1000 1000 Ibs R seismic 746 746 Ibs Roof Trib. ft. Roof DL 0 0 Ibs Wall DL 540 833 Ibs Floor Trib. 14 14 ft. Floor DL 840 1295 Ibs Uplift wind 310 0 Ibs Uplift seismic 125 0 Ibs USE: H1 Anchor Bolts ABO z �z '~ w OC � 0 CO 0 co W J H CO L w O. 9-1 U. Lo = Ci. �w z H- F— O z H Lu5 U� O N (31-- LLJ Lu �U LL O w z U= O z .- TSE Architecture • Engineering • Planning 12810 N.E. 178th Street, Suite 101 PROJECT: JOB #i: BY: 9951 f U /c Woodinville, WA 98072 • (425) 481 -6601 DATE: 2 Zoo eo 2 !.7 LONGITUDINAL SHEARWALLS Plan Number /Job ID #110402 Grid C Grid: 1 2 3 4 5 6 7 8 Level: UPPER Lsw 12.5 19 ft. v wind 45 45 plf v seismic 108 108 plf USE: SW1 SW1 R wind 366 366 Ibs R seismic 877 877 Ibs Roof Trib. 15.5 15.5 ft. Roof DL 3294 5007 Ibs Wall DL 1013 1539 Ibs Uplift wind 0 0 Ibs Uplift seismic 0 0 Ibs USE: it OPENING REINF. - SEE SHT. �f'p Level: MAIN 5 Lsw 10.5 14 ft. v wind 103 103 plf v seismic 168 168 plf USE: SWZ SW2 R wind 1395 1395 Ibs R seismic 2644 2644 Ibs Roof Trib. ft. Roof DL 0 0 Ibs Wall DL 945 1260 Ibs Floor Trib. 6.5 7 ft. Floor DL 683 980 Ibs .Uplift wind 0 0 Ibs Uplift seismic 0 0 Ibs USE: Anchor Bolts ABO . >. x �, r '� l:n +tii t�.:.l.: iitr ".M'a. .e4M YL..ttiti §53:Y. y..fa:s.:. ,,.x„,inwtsn...us.;avazr.. .r J: W.. bKO.:: 41.': w: ts: aAY' a•: 4, tufi3: iiw�. t.. a+. Jdi! �^ 1` uv' 6v+ tiws .�u »t:.7iuh:vi7.r.::.e..�. s»fdeR= :1'xti. z '~ w W 5 UO Cl) 0 J f- V) w wO LL.Q to �. = F- w z r`- E- O w �5 U� ON o F- wW LL O .. z w U= O z -- TSE PROJECT: JOB #: 3 r s Architecture • Engineering • Planning BY: 12810 N.E. 178th Street, Suite 101 1 V I Woodinville, WA 98072 • (425) 481 -6601 DATE: Z �o / REINFORCEMENT AT OPENINGS IN LONGITUDINAL SHEARWALLS Plan Number /Job I #110402 I Lsw Grid C Grid: 1 2 3 14 15 16 Level: UPPER Opening Lsw v (max) V (X1) = V (X2) Grid Opening = ft. X1 = ft. X2 = ft. Grid Opening = ft. X1 = ft. X2 = ft. Level: MAIN Opening 5 Lsw 14 v (max) 168 V (XI) = v (X2) 262 Grid Opening = 5 ft. 2 -3 X1 = 4 ft: X2 = 5 ft. v(x)_ T1 = T2 = v T1 = T2 = v(x)_ T1 = T2 = plf lbs. lbs. plf lbs. lbs. 262 pif 374 lbs. 468 lbs. 7 USE: USE: 8 ft. ft. plf plf ft. ft. plf plf USE: LSTA21 LSTA21 z 11-: ' W . WD JU UO N o C0 ILL! J F--. CO W WO U. N :D = H- W z H r` O w r`-. 5 UC3 ON o r•- W W u O W z co O z *t w d 0 1 dQ ffj� "w • mr ft 00 0 0 N W N NOTICE: IF THE DOCUMENT IN THIS FRAME I LESS DOCUMEN. CLEAR THIS NOTICE IT IS DUE TO THE QUALITY O F ALLIANT ENGINEEk■dG & LAND SURVEYING, INC. P.O. BOX 2596 WOODINVILLE, WA 98072 -2596 (425) 485 -1083 Darryl Doak Doak Homes, Inc. 11812— 26 h Avenue SW Burien, WA 98146 June 30, 2004 RE: Small Site Drainage Plan Soil Report for Parcels A, B,C and joint use driveway of BLA L03 -038 on S. 116' St. Dear Darryl, This report presents the results of our research and investigation of the above described site. The purpose of this study was to provide subsurface soil identification and estimate depths to seasonal water tables in accordance with the King County Surface Water Design Manual (1998). On April 16, 2003 I conducted a soils investigation and site inspection on the subject property. The 1973 King County SCS Soil Survey does not identify the soils on the subject site. Our investigation determined the site to be underlain with Pilchuck Loamy Fine Sand. The on -site soils encountered during this investigation appear adequate for infiltration of surface water. Soil logs test pits were dug in the vicinity of the proposed infiltration trenches. The results of the testing is as follows: SLI.: 0 -3' Brown Loamy Sand 3' -5' Black Medium Sand 5' -8' Black Fine Sand, loose 8' -10' Black Medium Sand No ground water was encountered SL2: 0 -2' Brown Fine Sand 2' -9' Black Fine Sand, loose No ground water was encountered SU: 0 -2.5' Brown Loamy Sand 2.5' -8.5' Black Fine Sand, loose No ground water was encountered SL4: 0 -3' Brown Loamy Sand 3' -6' Black Fine Sand, loose 6' -8' Black Medium Sand No ground water was encountered AF R , tiT 0 g Z . �......t,......c 4 .e.: d�,x.4 'I.:4uNR1..d:4441 t�.tu.xui {tr` ° ,ki�di.1�t: 1 . . +.. e .r.., .:s d.,. .ri. • ,:f,� ax'f�J:i��t:xua%i --' z Z Q � JU 00 ND J = U) LL w LL Q (J) =) = �w z� HO z 1- LLJ U° O - 0 F- WW U- O. .. w z U= O~ z Base upon the soil test pits on the site, the proposed infiltration sites for the three residences and driveways appears to be adequate for an on -site infiltration systems in accordance with the requirements of the King County Surface Water Design Manual (1998). Groundwater was not observed on the site at depths up to 10' during the inspection. Evidence of a seasonal ground water table was not observed within 10 feet of the existing ground surface. Estimated depth to water table is >9 feet. We recommend that the roof downspouts of the future residence on the site be discharged to a "Dry Well" per the King County Surface Water Design Manual (1998). The conclusions and recommendations stated herein are opinions derived in accordance with current standards of practice. No other warranty is expressed or implied. Sincerely, Timothy L. Schriever Professional Engineer 09 EXPIRES 10/4/z oa s - � 2 z _� '~ w W t 2 JU UO CO CO LL wo LL Q CO D =d �w z F- HO w �-. w U O N 0 I-. wW LL .. w z U CO z 4, Return Address: Doak Homes, Inc. 11812 — 26th Ave. SW Burien, WA 98146 RECEIVED JUL 2 2 2004 TUKVVILA PUBLIC WORKS pFR 44? 9 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: Parcel A of Tukwilla Boundary Line Adjustment Number L03 -039, according to the Boundary Line Adjustment thereof recorded under recording number 20030526900006, records of King County, Washington; Situate in County of King, State of Washington. Tax Parcel No. 073300 -0125 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 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 DaY -Z32. LW z Z �w 00 w� L0 U. w LL Q co D = F- w z X F- 0 z �_ W U� O � 0H wW �- O w z U= oF- z . ,q perform the required maintenance and/or repair. Written notice will be sent to the titleholders 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 responsibe 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 judgements. 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 a citizens of the City of Tukwila. Doak Homes, Inc. Darryl Doak, Sr., President STATE OF WASHINGTON ) COUNTY OF KING )SS On this day personally appeared before me: to me known to be the individual(s) described 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 , 2004. NOTARY PUBLIC in and for the State of Washington, residing at Commission Expires: Z z �w QQ JU 00 U) CO) U_ w La cr)� = �w Z �_ Z �_ W W U C3 O CO. aF_ W w. L O .. Z U= O Z Oct 26 04 11:0 7e Tim Schriever AL LIANT ENGINEERING do LAND SURVEYING, INC. P.O. BOX 2596 WOODINVIILE, WA 98072.2596 (A25) 485 -1083 Darryl Doak Doak Homes, Inc. 11812— 26' Avenue SW Burien, WA 98146 RE: Foundation Footing Drain for Parcels A of BLA L03 -038 Site Address: 3545 S. 116' St. October 25. 2004 Dear Darryl, The finished floor for the future residence on this site is proposed at elevation 23.0 per the Small Site Drainage Plan. On April 16, 20031 conducted a soils investigation on the subject property and determined that there was greater that 8 feet of sandy soil above the seasonal water table or restrictive layer. Due to the relatively deep soil depth, it is my opinion that no footing drains are necessary around the building foundation if the floor of the crawlspace is 30 inches below the main floor at elevation 1 0.5. The proposed roof downspout drywell must be placed at least 10 feet west of the proposed house per the Small Site Drainage Plan Sincerely, Timothy L. Schriever Professional Engineer WIRES 10141e T CITY OF TUKKWILA 0 C T 2 7 2004 PERMIT CENTER 425 -4s95 -10£33 CORRECTION LTR #-?.-_ P.1 z W DC 2 D JU UO NO L _. NLL w LL Q C13 = �w z I— O z�_ w W D O co Q F_ wW LL O w z co O z O 26 04 11:08a Tim Schriever 1425 - ,485 -1083 .4 PLAT CALL SS ��3 0 E(D D { )( )( 5 TS7. G N90'00'00 "E 111.01' 17'- 4 "TIGHTLINE '2 _. 4' , 00 TWO E O�INE P CE eAP 2 C w I I C I L N �i C.� 1 I I s ,9 A � PR p0.. Q 7927 sq.ft. (NET) _ �. POL w 9368 sq. ft. { {GROSS u- X � a 1 22' PR+V T ��� _w � l ° it A E 1 L w FOR THE BE tl' \\ 4 '-) - l ( ! ► RECORDING I 915 4 I Z7 C U.� S 90'00'00" __ 129• f I — o FEr % \\ U U--- 1I A OF 3 � � f b 3 00 1 I w I cv > . 1 Li a) 1 �. 2 8 3LE �� � \\ '°' A, c 3 i G ° t ,�% 6501 sq.ft. ,(NET 1_ o f IT 0 7913 sy.ft. (GR S) vl \ el 2 + DATA: -,� C 90 -6 0 ' E n 9 i -- O s 8• /.�.' FEI � �'y �" � •70'5s OZ I N 22.27 --- - AT LE 8.8.4 "Oy' 1p MUST 3.34 FUTURE ` UNLE� RESIDENCE "rte F.F. 22.0 21.03 t C ' N G rp ----Q799 ssq.ft . �.. c;, I 'OPOSED UNDERGROUND UTILITIES I V/ CONDUIT BORED UNDER TRAIL FJ TU F O �� a_ i 46 PqR I \ c cy (1 DR � � 1 ---20 EXISTING Ln I • UTILITY POLE C O R R E C T 10 RECEIVED CITY OF TUKyyILA SET PK NAIL & FLASHER 0 -644 2N7A2URL1" PERMIT CENTER 21.87 ! 20 . N89 ?53'47 ",E O D OLka- z 2� ~ w D UQ w= ( w 9-1 LL? � =w �_ w� w U 0 (f)_ H ww LL H� Ili Z U= O Z a 2� X Cit of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director �soa • Z 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 accented throup-h the mail or by a messenjeer service. If you have any questions, please contact me at (206) 433 -7165. Sincerely, Stefania Spencer Permit Technician encl xc: File No. D04 - 232 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax. 206 - 431 -3665 Z October 13, 2004 ; �w u� � Darryl Doak, Sr. v Doak Homes, Inc. 0 0 11812 26` Avenue SW vi w Burien, WA 98146 N u_ w O RE: CORRECTION LETTER #2 Development Permit Application Number D04 -232 — Doak Homes, Inc. — Lot A — 3545 South 116` Street L- cl)O Dear Darryl: _ H Z� This letter is to inform you of corrections that must be addressed before your development permit(s) can be approved. w All correction requests from each department must be addressed at the same tia►e and reflected on your drawings. I O g 5 have enclosed comments from the Building Departments. At this time, the Public Works, Planning and Fire U o Departments have no comments. 0— Buildin� Department: Ken Nelsen, at (206) 431 -3677, if you have any questions regarding W v the following comments: u_ ~O LLi Z 1. Please provide footing drain dispersement plans and details. H co O F .. Please address the attached comments in an itemized format with applicable revised plans, specifications, and /or Z 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 accented throup-h the mail or by a messenjeer service. If you have any questions, please contact me at (206) 433 -7165. Sincerely, Stefania Spencer Permit Technician encl xc: File No. D04 - 232 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax. 206 - 431 -3665 i v W City of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director Mr. Darryl Doak Doak Homes, Inc. 11812 26` Ave4nue SW Burien, WA 98146 RE: CORRECTION LETTER #1 Development Permit Application Number D04 -232 Doak Homes, Inc — Lot A — 3545 South 116` Street Dear Darryl: 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 Public Works Department. At this time, the Planning, Building and Fire Departments have no comments. Public Works Department: Jill Mosqueda, at (206) 431 -2449, if you have any questions regarding the attached memo. Please address the attached comments in an itemized format with applicable revised plans, specifications, and /or other documentation. The City requires that four (4) complete sets of revised plans, specifications and /or other documentation 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 throuzis the mail or by a messenzer service. If you have any questions, please contact me at (206) 433 -7165. Sincerely, Gs�c.v Stefama Spencer Permit Technician encl xc: File No. D04 -232 6300 Southcenter Boulevard, Suite #100 a Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 Z �z �w Q D JU UO 0 co W _. H C0 w w L L Cj) = �. w Z H E- O Z I— w W U O- o � w L O .. Z w U= O Z CITY OF TUKWILA PUBLIC WORKS PROJECT REVIEW COMMENTS www.ci.tukwila.wa.us Development Guidelines and Design and Construction Standards Project Name: Doak Homes Lot A Parcel 073300 -0125 File #: D04 -232 Review #: 1 Date: 08.19.04 Reviewer: L. Jill Mosqueda, P.E. The City Of Tukwila Public Works Department (PW) has the following comments regarding your application for the above permit. Please contact me at 206.431.2449, if you have any questions. A. PW issues a Type C permit as part of the building permit. For the Type C permit, PW collects a base application and plan review fee when the application is submitted. The fee pays for two reviews and two inspections. Public Works charges for additional reviews and inspections. B. For right -of -way work, you may apply for a separate Type C right -of -way permit. Unless you indicate you will apply for a separate Type C permit, all right -of -way work for all three lots will be part of D04 -232. The right of way work includes (1) Water tap for Lot A, (2) Connection to existing water service stubs for Lots B & C, (3) Connection to storm drain system in S 116th St., (4) Access curb cut. C. The City will not allow cuts in the pavement in S 116th St., which was paved less than three years ago. D. For plan review of the right -of -way work provide: (1) Plans showing revised right -of -way work. Remove comments regarding cuts, show the boring locations for installation of all utilities, including the gas, power, cable. (2) Revised traffic control plan, (3) Completed Hold Harmless Agreement . E. Tukwila provides the water service to this parcel. The Duwamish water service connection fee is $3975.44. Projects /D04 -232 Doak #1 1 z Z �w QQ JU UO C /) 13 J ~ D w U - to D = �. w z X �o z E- W U� o - 0H W W Uo ui z CO OH z �1 F. For water service to this site, please refer to the enclosed WA -1 of 13, which shows an 8" main to the west of the trail. For Lot A, you may tap from this 8" line. G. Before the permit is issued provide the following for the right -of -way work: (1) City of Tukwila business license (TMC 11.08.030) (2) Liability insurance (TMC 11.08.100) (3) Automobile insurance (TMC 11.08.100) (4) Deposit (150 %) (TMC 11.08.110) (5) Maintenance Bond (TMC 11.08.110) Projects /D04 -232 Doak #1 2 z Z �w u� D UO Cl) o. wi -1 F . CO U W wa D z � z I �- O z E--. LU W . O N. O F-. WW H li. O .. z W 0— , O z 1 _ 1 f l �; rs July 6, 2004 City of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director Mr. Darryl Doak Doak Homes, Inc. 11812 2 O Avenue SW Burien, WA 98146 RE: Letter of Incomplete Application # 1 Development Permit Application D04 -232 Doak Homes — Lot A — S 116` Street Dear Darryl: This letter is to inform you that your application received at the City of Tukwila Permit Center on June 30, 2004, is determined to be incomplete. Before your application can continue the plan review process the following items need to be addressed: Building Department: Bob Benedicto, at 206 431 -3675, if you have questions concerning the following: 1. Please provide a complete site plan showing property lines and setback dimensions required to locate building on site. Please address the above comments in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that four (4) completes 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, Q� Stefama Spencer Permit Technician Enclosures File: Permit File No. D04 -232 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 Z '�. w oc � J U. UO N CO LU NLL W O u . ND = F. W Z H H O Z H LU �5 U� ON WW H �. LL —0 W Z U CO) O Z PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D04 -232 DATE: 04 -18 -05 PROJECT NAME: DOAK HOMES - LOT A SITE ADDRESS: 3545 SOUTH 116 Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # X Revision # 2 fte before permit is issued DEPARTMENTS: Buig Public Works;_ . , ._ . CQ b I Alt- 4- 14- 0 < Fire Prevention Structural ❑ / 11 1 - 41a 1 1-11 Planning Division 1i Permit Coordinator DETERMINAIJON OF COMPLETENESS: (Tues., Thurs.) Complete e Incomplete ❑ Comments: DUE DATE: 04 -19 -05 Not Applicable ❑ Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES /THURS RROTING: Please Route Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: APPRO VALS OR COR RECTIONS : Approved 9 Approved with Conditions ❑ Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: PERMIT COORD COPY Documents /routing slip.doc 2 -28.02 u �h `,. tr•, , . r ..1 :i,«. ;.ztdr' . • i�!a . ' � •� : �� " r , • DATE: DUE DATE: 05 -17 -05 Not Approved (attach comments) ❑ z _� '~ w 2 JU UO W W J = �LL WO Lj co =W z F_ O z�_ W U� ON C3 H W W u. O z W co O z PLAN RB11 BIV/FZO U T1 N G SLJP ACTT VI TY N U M BER D04-232 DATE 02/17/05 PROJECT NAME Doak Homes SI TE AD D REST 3545 S 116 th St c Original Plan Submittal __Response to Incomplete Letter # Response to Correction Letter # /1 Revision # ! After Permit Is Issued DEPARTMENT& Building Division ❑ Public Works Fire Prevention ❑ Planning Division ❑ Structural ❑ Permit Coordinator MM DUB2MINATION OFCOMPLETENE3 (rues, Thurs) DUEDATE 01/20105 Complete Incomplete ❑ Not Applicable ❑ Comments: Fbrmit Center Use Only 1 NCOM PLErE LETTER MAI LID: LETTER OF COM PLUS N 6S MAI L®: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials TU MTH U Rs R07 NG: Please Route Structural Review Required ❑ No further Review Required ❑ RB/IEWE' S IN ITIALS DATE APPROVALS OR CORRECTION a Approved E Approved with Conditions❑ DUEDATE 02117/05 Not Approved (attach comments) ❑ Notation: REVIB/VERS INITIAL& DATE fbrmit Center Use Only CORRECTION LErTERMAIL®: Departments issued corrections Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials Documentslrouting d1p.doc 2 -28 -02 .. ....... � ... ' �. �.. �.: i; a :.L.�::.r:.w�.ar:.L:.��.:.iu ^. i?,_,_� t�.ru�u�r 'x =:W.� .�.� . •�,,.. i.;+r- "ra/c�S� `Ya ' �M���. '� 4.:. t� z �Z �w QQ JU UO CO 0 wF- U) ' w 0 N =w � z° W5 �o U O� D I— w W u. O ..z W U= O z PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D04 -232 PROJECT NAME: DOAK HOMES - LOT A SITE ADDRESS: 3545 SOUTH 116 STREET Original Plan Submittal Response to Incomplete Letter # X Response to Correction Letter # 2 Revision #_after /before permit is issued DEPARTMENTS: LVNP Wc/ 1(-(I--V ' Build r in'gl Division Fire Prevention ❑ Planning Division Public Works ❑ Structural ❑ Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 10 -28 -04 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 RING: Please Route Structural Review Required REVIEWER'S INITIALS: IN APPROVALS OR CORRECTIONS Approved ❑ Approved with Conditions Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: DATE: 10 -27 -04 DUE DATE: 11 -25 -04 Not Approved (attach comments) ❑ Documents /routing slip.doc 2 -28 -02 PERMIT COORD COPY .:ru v ,i rq,...�,,i , +Y,. ?i. . ✓.: 3.Sxt +.GL, avi.� ✓ri` ?:i "�'�•1 ;N't'��,i9i ' *1 i.. �u <<. �..� ��� ..�.L '� -y y.^ X4.1 �� h . s:�• r ❑ No further Review Required DATE: z �z �w 2 �U UQ N J H TLL w 9_j LL co _ =a �w Z F_ O w ~ w D co o� wW H� LL O . z . W U= O z PERMIT COORD C OP Y , PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D04 -232 DATE: 09 -28 -04 PROJECT NAME: DOAK HOMES - LOT A SITE ADDRESS: 3545 SOUTH 116 STREET Original Plan Submittal X Response to Correction Letter # 1 Response to Incomplete Letter # Revision #_after /before permit is issued DEPARTMENTS: m Buildi l Division 4 - Public Works Fire Prevention ❑ Planning Division Structural ❑ Permit Coordinator D ETERMINAT I ON OF COMPLETENESS (Tues., Thurs.) Complete Incomplete ❑ Comments: DUE DATE: 09 -30 -04 Not Applicable ❑ Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES /THURS Rol 'TING: Please Route Review Required REVIEWER'S INITIALS: ❑ No further Review Required ❑ DATE: APPROVALS OR CORRECTIONS Approved ❑ Approved with Conditions ❑ Notation: DUE DATE: 10 -28 -04 Not Approved (attach comments) REVIEWER'S INITIALS: DATE: Permit Center Use Only Ga�7�f7it Z CORRECTION LETTER MAILED: A0 Departments issued corrections: Bldg X Fire ❑ Ping ❑ PW ❑ Staff Initials: PERMIT COORD COPY Documents /routing slip.doc 2 -28.02 ,.l �. _ .�'t k, v,��; y %t".Y�l.•l AA�. =Sft ` r xZ:i•: ' t w . ,'�,; • ?. x ' �' ���, :� +� ;.�;u�`s'Yti:�iy:. �, • k+itlsuGl..la�i:c7�Y�kb�w �;I;,a z Z �W JU UO CO W J :r �w W� J LL Q = �w z F- ZO W U O� o F- WW u. O .. z W CO O z PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D04 -232 DATE: 07 -15 -04 PROJECT NAME: DOAK HOMES - LOT A SITE ADDRESS: 116 STREET Original Plan Submittal Response to Incomplete Letter # 1 Response to Correction Letter # Revision # after/ permit is issued DEPART Buij A-WG $�1 , p� � �Z G - z -t341 1 ng Division Fire Prevention ® Planning Division Public Works 8- Str ctural ❑ Permit Coordinator x DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 07 -20 -04 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 RO NG: Please Route Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS Approved ❑ Approved with Conditions Notation: REVIEWER'S INITIALS: DUE DATE: 08 -17 -04 ❑ Not Approved (attach comments) [� DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents /rou PERMIT COORD COPY 2 -28.02 z I �W UQ W = F �U_ WO 9� L? � = W ZO W� U� ON 0H WW u O z W U= O z PERM WORD COPY PLAN REVIEW /ROUTING SLIP s ACTIVITY NUMBER: D04 -232 DATE: 06 -30 -04 PROJECT NAME: Doak Homes - Lot A SITE ADDRESS: � I Ile 64- X Original Plan Submittal Response to Correction Letter # Response to Incomplete Letter # Revision #_after/before permit is issued DEPARTMENT Buil i Division I f Public Works Fire Prevention 9 Planning Division Q Structural ❑ Permit Coordinator )e DETERMINATION OF COMPLETENESS (Tues., Thurs.) Complete ❑ Incomplete 2 Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: y -GHQ y LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg Fire ❑ Ping ❑ PW ❑ Staff Initials: S7-f TUES /THURS ROUTING: Please Route ❑ Structural Review Required REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS Approved ❑ Approved with Conditions ❑ Notation: REVIEWER'S INITIALS: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: DATE: Documents /routing slip.doc 2 -28.02 PERMIT COORD COPY ....., . .,�. '. -5., .. s . W�,.i - n...`.•: d.i�1' ' 4 ;YS,o,ae.iLaa' 3:a: " � y �..•,. � . ...arwt4:e�.::ir.: cur+ xla. sua sw. a,. w,. L, �a:. .,�a.,aw..r�:.«:.:,iy1+:,W, +:.: DUE DATE: 07 -01 -04 Not Applicable ❑ ❑ No further Review Required ❑ DATE: DUE DATE: 07 -29 -04 Not Approved (attach comments) ❑ z Z �w QQ J0 UO U) 0 J = Dw w 0 U_ � = w z� E- 0 w �5 U j:1 co o E- W W LL z w U= O z PROJECT NAME: (tit - A PERk"r NO:. n 4, 2�z Site Address: 35 {qs -5 �� ��- - - -- Original Issue Date: 2- REVISION LOG ff Revision Date I Staff I Date .,Sta ffj Ni . i Received Initials ( Issued Is Summ ary of Revision: Received Bv. (please print) Revision I Date ! Staff I Date I Staff No. Received i Initials Issued Initials vz 5 1 ! Summary of Revision: t 66CA 7`0 • Received By: (please print) Revision No. Date I Received Staff I Initials Date i Issued Staff I Initials Summary of Revision: Summary of Revision: Received By: Received By: (please print) Revision No. Date I Received Staff I Initials Date I Issued I Staff Initials Summary of Revision: Summary of Revision: Received By: Received By: 1piedse pnnu Revision No. Date I Received Staff I Initials Date I Staff Issued Initials Summary of Revision: Received By: 1 p ledbe p ri[III OWN {i n s4. v+ e rm' r!' il, 1r1 {' f• N. �II+ S 'n!a.F`YJ,I°.!!'bW!4F'�:S:Mtt'!, `. 9M,' Y.[• Y' �MYS.° ��F `.M!S{:1�'�pIYP'1�Ih'M'J4l�.M, !:.' �Llf.' YYMi' MPN�:}• V. N�473' uWt4 Tl lyly . f • AXi? :TH:l:4++r^.4'F+,1'�'�"B�Sa��� z ~ w � JU UO UD W = H NU. w LL? � L W T r i z �..• �O z �- w W U ON D� WW 2 F- �' O ..z W CO 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: htW: / /www.ci.tukwila.wa.us 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: r = 6�_ Plan Check/Permit Number: I I D 4 -1 ,,Z ❑ Response to Incomplete Letter # ❑ Response to Correction Letter # El Revision # - 2_ after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: � D/r�`c Oi1� l/V Project Address: 3 y S //Z r1 l te Contact Person: A%gc,,Z �r Phone Number: 2 D � 22 - - Summary of Revision: r� y�; C/,O e- ` /0 ,�P�/0 cp � AOe" r � 4 < ,9 J CITY of 1 UKW1t APR 1 a 2ao5 Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: --� r Entered in Permits Plus on 4 - d S� pplications arms -app ications on lineVevision submittal Created: 8 -13 -2004 Revised: z ~ w � I UO CO 0 J F CO LL WO J LL Q tJ1 1— r 1= 0 z F-- 25 U ON �H WW �Z U= O z City of Tukwila o y Department of Community Development -� 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 ip Phone: 206 - 431 -3670 19011 * Fax: 206 -431 -3665 0s Web site: http:l /www.ci.tukwila.wa.us Steven M. Mullet, Mayor Steve Lancaster, Director . REVISION SUBMITTAL `yr Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, far, etc. Date: % i ' t�5 Plan Check/PermitNumber: ❑ Response to Incomplete Letter # ❑ Response to Correction Letter # EJ Revision # 1 after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: JePAA 1 r nc &r / wt Project Address: �S 5' Ind rXI y Contact Person: 1 N rf-. - - Phone Number: , Z O CC Summary of Revision: _4 J4 • 5 'Wok- ;P. (i iO ��� S Pr• V i L � ►� !,c► rf-X F �- YYt r�' ��d• � c� t !�- �l �f RECENO CITY OF TUl Wl JAN 1 R 7005 i Sheet Number(s): "Cloud" or higltUP& all areas of revision including date of revision Received at the City of Tukwila Permit Center by: [Entered in Permits Plus on (5 1 f v pp ications orms -app ications on fineVevision submittal Created: 8.13 -2004 Revised: z '~ W JU 00 0 W= CO LL w 9 J LL CO D a =w Z �.. HO w �5 U ON OH wW LL —0 w z U= O z O t r• y 1 r Yi Q� O 1908 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 tp://tivwtv.ci.tukitvila.tva.us Steven M. Mullet, Mayor Steve Lancaster, Director REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions 1'vill not be accepted through the mail, fax, etc. Date: 0UA a 7 - Plan Check/Permit Number: D04-232 ❑ Response to Incomplete Letter # ® Response to Correction Letter # 2 ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: Doak Homes — Lot A Project Address 3545 South 116 Street Contact Person Darryl Doak 5'r Phone Number: 2 06 - 3 7Z -2 '-Fy h , Summary of Revision: S'( RECEIVED (:ITY OF TI IKW D OCT 2 7 2004 PER M IT GEPq:FC- Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: b Entered in Permits Plus on pplteations forms - applications on line evision submittal Created: 8 -13 -2004 Revised: Z ~ W JU vo to o J = F— CO LL WO 9-J wQ co = �w z F- t- O Z I— w LL) U ON 0 I— W W X F- ` z ui U= O Z W 0 1908 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: / /wtiviv.ci.tulovila.iva.tis Stever: M. Mallet, Mayor Steve Lancaster, Director REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the n :ail, fax, etc. Date: 5 - 2 g- D y ■ ►1 Response to Incomplete Letter # Plan Check/Permit Number: D04 -232 Response to Correction Letter # 1 Revision # after Permit is Issued Revision requested by a City Building Inspector or Plans Examiner r�� tS ��lik9 Project Name Doak Homes — Lot A e 6 ,,,_ 'rc Q Project Address 3545 South 116 Street "TF Contact Person Darryl Doak Phone Number: Summary of Revision: _ 14) , �C4 C . i r'' wT N e ecie cY, ec Cv4n eiyiS 4 1 ee K, C u 5 1 A,> APeco 9 lo-ee Q e , C v ? - e C 4fy /Y C c,--?�S Y 5 i., - e, S�c - c��• «sue �5'a. -�.y� SheetNumber(s): - ( 4 ��� "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: Zef Entered in Permits Plus on Created: 8-13-2004 Revised: on e - /,-( -� Z W JU UO CO 0 W_ CO u - w 9-1 LL CO = �. W z F- O Z i— w 25 D O� 0 F_ w w Z w U Z '�...s \� } ...c '.e 4. .:!nay, •�'ie; t -ha .Y.ir,SSr: tirotwn. .��i„r.'�,A�: n;�ii9'' 'dj�.Y;•�S�k "��' Y . .,. .... .r .. .u.A+?fJ•W"ktQ.".i.'.'.�Y `" •• �KiJlil9:i{k�tvi� • 'CI�9L'9: '¢,d77L?i4i�5.Gii: � w Y 1908 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: hyp: / /www.ci.tukwila.wa.us Steven M. Mullet, Mayor Steve Lancaster, Director 1 '.' ....', :'. :'f... .'I 1 :. ♦i'.i .. ,'.Jf 'Jr - ,i M.'.1' .i.In: .,t1 :�N'f t •.y1 .t rf. H1.. tS t t t.f t .l, �v :.a• : {F :i�•,, �, ' 1 �,'� ti��Ln tW ", *SUBMIT . :'� , r. . r w -•r .i• . 4. a S.0 Uri[r • .�.r aka 1.6: �! Revision submittals must be submitted its person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 5 - 2 13, - d q Plan Check/Permit Number: D04 -232 ❑ 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 A Project Address: 3545 South 116 Street Contact Person Darryl Doak Phone Number: Summary of Revision: A/;;;^ 7' �yc���r �o7 $ 7'rurr ev PF 7' 'V/>t�zr-, % w n `� Al d 1W 4 Dr i r� cwt we— 7 47� T r !�� �'° /�? /SZ /��� e 1•: r ' "� 1 4A - 1A 1 VLe /3e {� !�/�C/!�s^PCY �IrGf'1t /sflS Li r/Y!'-d l 1',o Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: V Entered in Permits Plus on 9,- 4?6 on rnnevevision W Created: 8 -13 -2004 Revised: �y spyq ;gyp 4�` �+ WwL.. W�. wu `r.NKB[.rHii.�w /!'4}: 1" �9t�ifQ 2`f4a�MMwiesYwu. ... }l c Z }_— Z �w QQ JU U UO CO w J = CO U. W LLQ UD F- w z X F- I— O ZH U O� 0 F— W W X F- O W Z CO O Z r City of Tukwila Department of Community Development - Permit Center 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 (206)431 -3670 REVISION SUBMITTAL; Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 4yrY /!r — d y Plan Check/PermitNumber: D04 -232 ® Response to Incomplete Letter # 1 ❑ Response to Correction Letter # ❑ Revision # after/before Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name Doak Homes -Lot A Project Address S116 1h Street Contact Person Darryl Doak Phone Number I Summary of Revision: ,S: r x/N sd -,gm". p��oe /mss I - -- • A- 1% - r . . f It .ice 9 S l . r i 5 , CFbT ;f? Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: [l Entered in Sierra on 07/06/04 z ~w U CO J = F N LL w 9 J LL Q CO + �. w Z H F- O z� W W U O� OH w LLF- LL O z w CO P z 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 //4 P r ic%c l�fjl� -a6r4 li Grantee /Beneficiary: CITY OF TUKWILA, a Washington municipal corporation Document Reference Number(s): -Do q -� a Section /Township /Range: A) W `d a y Assessor's Tax Parcel Number(s): 0 7 > j'cco 1 5 Property Address: Property Legal Description (abbreviated): � °� ✓v�i� r�c°�- '�rb�� S q t keC �qr N . o�' i kw .le 1 -03 q ;,Qec ,# A DO 5 / 0 69 6 S3 6 1 ,9 4 o ; //V ti w. // in ; , o41 �-- !iv 1 c , /S c- /v re DEED OF CONVEYANCE OF PUBLIC IsMPROVEMENTS Page / of z - Z '� W � 2 D. JU UO Co o co W J = H S2 U- WO Wj cl)a = W �o z r`- w U� O� � F- w wz CO) z The Grantor, IX' /ms s ""VC , conveys, warrants, and dedicates to the CITY OF TUKWILA, a Washington municipal corporation, the following described public ate sanitary sewer /storm water utility improvements: Q APPROXIMATELY: s• e Y �� S �C� / 0? e 3�`i` ii Co �,. c ,� S"O 7`� /� C'o�'�'F�' /�,� -f, ���i�f' c� 00 0 2 �e mil' , N LL w L L N � s �W Z �o z �- =. U(3 ON � E- W W 2U — z ENGINEERING COSTS: $ co CONSTRUCTION COSTS: $ Z, 5 O ~ z TOTAL: $ 2 { DEED OF CONVEYANCE OF PUBLIC IMPROVEMENTS Page 2 of 7 situated in King County, State of Washington. DATED this �O� h day of OC�Q� fr 200 S. GRANTOR: Q ) o,4 By: (SI ature) (print name) (title) STATE OF WASHINGTON ss. COUNTY OF KING On this )O+k day of 0 C- 06e�' 200 5, before me personally appeared 0ju j , H C&tc of to me known to be the � �� 51 G� L�'� � . 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 0 &k k2el 200 , %%14%1111 A ........ TOIPCin ame ( N S . N i "66L(6 0 Notary Public in and fo4he N om: pr��� ��� y ; State of Washington residing at V My Commission expires DEED OF CONVEYANCE OF PUBLIC IMPROVEMENTS Page of VZAL+«S.777 Z Z W 00 CO a C0 W W X J F- W LL w LL (0 0 W ZPP 0 Z �- W W 2 5 D a 0 C0 0 WW Z-) 0 Z C0 Z DEPARTMENTAL APPROVAL: s F. Morrow, CF Public Works Director RECEIVED FOR FILING: a ae Cantu, City Clerk ACCEPTED AND APPROVED for the City of Tukwila this day of 200 CITY OF TUKWILA Steven M. Mullet, Mayor DEED OF CONVEYANCE OF PUBLIC IMPROVEMENTS Page < � of (7 z Z �2 5 U to o ca UJI J N U- w 0 U. Q �w z zo w LLJ Mo U O N, 0H wW LL O. .. w z U =, o F-. z Look Up a Contractor, Electri --in or Plumber License Detail Page 1 of 3 Topic Index Contact Info (Search Home Safety Claims & Insurance Workplace Rights Trades & Licensing Find a Law or Rule Get a Form or Publication " Look Up a Contractor, Electrician or Plumber ..... . .... �.. _ ..._.._,�.._...._....__._. ...... �_.. ............. u._...._..,..._........__ .., .,..........._.. ..... ..... General /Specialty Contractor A business registered as a construction contractor with LFtI to perform construction work within the scope of its specialty. A General or Specialty construction Contractor must maintain a surety bond or assignment of account and carry general liability insurance. License Information License DOAKHI "092NZ Licensee Name DOAK HOMES INC Licensee Type CONSTRUCTION CONTRACTOR UBI 601329337 Verify Contractor Premiu Status Ind. Ins. Accou Id i 58243002 Business Type CORPORATION Address 1 11812 26TH AVE SW Address 2 City SEATTLE County KING State WA Zip 98146 Phone 2062466587 Status ACTIVE Specialty 1 GENERAL Specialty 2 UNUSED Effective Date 8/9/1991 Expiration Date 8/8/2005 Suspend Date Separation Date Parent Company Previous License DOAKH" "10605 Next License Associated License Business Owner Information Name I Role I Effective Date https: // fortress. wa. gov /lni/bbip /detail.aspx ?License= DOAKHI *092NZ 12/09/2004 z Z �w QQ JU 00 0 CO C0 L w J LL �D = a �w Z Z� W w U� O- 0 I-- wW �O .z w U C0. P _ O z • f ftmoomm", 14 1 4 REVIEWED F R l�OR. CODE COMPLIANCE • NOTICE! q 1�lU1`'1 3 E ER 0 R A D U FRIE 66 T o LBO S p IM DRAWW14 SE t FOR ct4 THIS sm t or nuit-v A00Q0V9:n FLAIIAL PLANS AS INStRUIENTS OF SERVICE, ARE AND -S' tXF P L AIAD N TWE FROPEFUY CF CRANE VE504. INC. It-IF tni I Ale, soft USE IS L11ITEP to TI-E CONSTRICTION CF ONE NOV 23 Z004 TU' I AFRE C41"TRIGWTED MAIERIAL AND TWIR Fiffich1w ft otoAll0\16 ST ..Of V#O* STFWTIJFRE UAT14N QM YPAR OF RC14ASE My T149 FURC"SER ONLY " A SMOIF ILDM SITP. Tukvfft ANY USE op USE OF STAID SUILD PLMS is n -km a rww pm evWWW VdN CLTY 1=F1OWI5ITF.0 M O UMTWCXJt WE WIRMTEN Go M R R.H ISSICN OF CRA F.-SIM4, YIOLATORS WILL cUT�D 44 MDr COUM C.MYRIGMt PW lAt Of Tukwila F' 0 c 0 IWWW.pEMENT VTW FIM$ UP TO #""V.VO Of gfuh%ft BUILDING bf S ION vIC)LATCM UALL PAT ALL ATTCM4EY ME$ A C(:X.Pt 7. p y t _ COOTS. WRITIEN MIEWCNO ON TWE VRAAW405 o 0 m I 1 L..) tj _It t�. ." U a 0 "1 h IS"LL 14AVE PRECIMENCE CIYFER -low" =NTRACtOR SHALL CMCK A VERIPY L C)""ICNS AND CCWITIC"S PERTAINt%* TO T14E CT PRIOR TO PROCEE *4 TO T14F. CC?49tRLIC11e:$I PROJE W lHb "EXPOSURE PHASE. CR" DESIGN INC. MOT BE NotIFIED Cr- f A =NpItICNIS SWO41N ON THESE VIR-ALIANGS. ANY SKICI-I AM- VARIATION FRCM 11412, CIMOONS AND/01R. � ,............_... - _._ __._- ".' •..•..mow,.... �.J C GUFANGY FR3 //U I YARIATICN SHALL BE RESCLVEV ST CRANE VE:51-_ INC. PPIOR TO 1:P4:X:EF_V1t*3 U)I1W THE 110W, OR TWE CONTRACTOR %4ALI, ACCEM RjLL F-v%Foot*Ct4 FCR COST To RECtIrr S IN THE EveNt ANY' LIA51LIT'I' 16 "POSED ON CRANE PESICW, 04C., C LIABILIty rp To TOU OP oalr tWIM:) FPAMtY SWALLJ10t EXr.`e-EF_V THE -FMCE PAID FOR CRANE DESIGN'S PRODUCT. Now— - I to No cy, IL ga 's I 4 eeotr 4 4 'Ile qW XA N& c r r r W Is to cqs _Ak - ,>,c,, �-a-f _ : a of cobw of V010110 7 dooms"- 12- mmmmmm� cp r1i Ir D. z vm ever pefk L A Y vp &_ *to A t OF 20A ._ �v • P I N DRAWN- Woo _400000-, W WEE V or 7 • NUMBER • 0402 - TRIGWT '2002 C RANE *CONTRACTOR NOTE! All Dimensions Shall 5e C�wcked Arid vermecs rrlor To conetrUctlotio, To Reorcier Piani kel't*42-3615 DES QN, i���: • owl • t -w moo Vol A- oo.roomp-14to f b o IL IF I IM r)F31(sN, Inc. Reajemuvoes All LeeAl RIghto lc-1 IIA1001 Ott 11 SIV-000 6vir-njot(4 1 CrIfflItIA1 rr0s#peftUt10t1 • of t. J oe b vt Leh � eeom milog. -0 ampoompommmoses elk o ON O p. m p 4 ,,jm j � a 1111111111111 do-- 0 . -.qmv, 0 0 4p wow 4ke -0 am --ftloeeeoe- • 0100 -tA one, • 10••••p" • ••• •• 40 o, •7• ••• •••qW • •v. •qmv•. W — _W_ off fit 4 IL ftems, 46 U ri k i ts .,• �. i • •+r , . y • t. M CRANE D S iC�N, '' 9 Reserves All Le ill Isle IL-7) t`trtM-rlAl OIL TWO 5I•v•ot 10 CrfniinAl 1"'rnoewcUllo NOTE • . > .. TSE LEGEND i F A • r • HOLDOM PER SCHEDULE 'S BUJ----. SNEARWALL FER SCHFDULE � #AE3� • ANCHOR ISOLT PER •• • SCHEDULE 0 • 1 y71 • STRUCTURAL DETAILS PER Tee SHEET(S) N I "2' G CONTRACTOR TO CHECK AND b EiQlF`Ir' SOIL AN D ANCIaoR M ot,.T wA"RS W A I -L • SLOPE CONDITIONS PRIOR TO CONST - BE � x? x3 16 . � = IQUCT ION . • ' A ANCWOR BOLTS GWAL L kx1 E� I'D I ti r t �i C RANS D E S I C�cN SNAL L � NOT I� I - - NO TIFIED c� SAN 1' ��4• MIN. Aay. bt�L. SI � b � -:; N CNANr�E DUE TO CON i OR �i.,s g r• D ONS ON SITEII WOSILLS " WASNaRS i WTf.. ALL �NT�RIOR T w �. .� I�OS S CR�ti . 11 ,� I.. I SIOACE SMALL MAYS PO MY9 L b TOP 4 BOTTOM CaM CTION. o t!i ►' � `� • POUNDATION SHALL BE BACKP I.LOP.M. b > U.N.O. • • r N v• CRA UL SPACE TO WAVE 18':4 •►' �. d � �11N• CRARL SPACE ACCESS. ; >. CRAWL SPAC104 COWARETE, 91..At5 ,I BASEMENT TO 14AVE 6 MIL. 15Le( � • � 1/iSQUELN APOR BARRIER � M � x " �• t ' • • f,iILd1sRiC0NTRACT0R TO \4: R F-i - F1,11 4 0060 1KNOCKMITO PRI �R op eloopc 60 'tO CCONSTFMICTION. • �- �•,� C L• ► F10: ANY POUNDATIOW OPENINGrS T ..) � � � � L Aff • �� H* S At�4 1 f"1®OM SOI T ;JOIST TOME IS'; 12' POR !'.SAM. - —I v r i- -.... .•.r••••••+• -♦ . w•+w. ............ ..,.+. r........ ......... ... w.... p•r..r w+.w+.. .w1 ..r•..... or.,,r ~ .� ...•.....r �..• • �, .... M ......... � Mor IL AF 0I L# F 00 L II WIIIIIIIII MIL!-_ J1 = o n um J A. or . C • �. �a _ x A eopI q fr #admm� coommom S, W IL or • `� 11/ •• L • • _ I • 1 • • • r 1`' �'� •`J ( ...r.r w..rwr -..rte w. • .��r� 46 fto WAINUMOV ti I •• A to! ; le(iT wi�- c $::9 _ Y _ 00 11 pop cp g -41 ' - p REVIEWED FOR } •._,. ��- • , �( CODE COMPLIANCE T �• i • • r�f� Lfoovdve�w- L in 0of of .` wpm" r 7 � _ . P ROVED % 4o �gogl Fk o cj NOV LO 1 23 X004 � _- -...- , _ cu "i t I w--4 OWSON� 40 ----1 Of TwkwM . fi r ---•. -- .._ . _ .. ...... . ggggw nor 1% does, P, K. A.. 1 • r t ' 1 11 A . r • i % -� h I • f • >� • • • JU .4 r �4 CENTE tow, . +1 ! X' i• DER -t ,•, Tt N • FOU I DATf CAN 1r JI DRAWN: r .0. o SC Et4ED' FOUND 'aro • • - ' •� SCE IN. . SHEET GO • 1 . - IN UWAT PLAN _ _ NOTE: _ z �� 0 - 7 ''IN �. 4 1 VENTS REQUI • REFER TO SWEET S -3A FOR RED ..._.. rw ^•�+•n.�� -- — - - - -- •. ■ w• wr�gwrwr�w. +�••�A• ' NUM RED REFERNCE � : PROVI �E C' ' AENTS NUMBER. _ � � iro �c� . 'CONTRACTOR Note: All Dimensl S*4 13e rl►ec And verirled Prior to CorielrUcllori. •' �� 1� � 1 0402 Tb Resorclor Malle I(Sl V642 - 36 - • CC�a�"R;G -HI h . 4 ' risSM•."! •,_•�_..•.• ;•�.,,y•.,♦_,,•.l•pw,.. + •••�♦I :- ••C.yt ..M�;,+err• w•� -•/' �sra•••t•..a+11•+N�.^ - ':. ^L+•" ••s •. . :'yr � -.,. , ,.Mtf ^ems^ •v�• -- •w v.�'�ww•+•.r,.-.r �....._. _ -r.►... - -, _• �_ _•r - �..� .sir•: v- �•► _. _ _ _ .,___ .__. - ..._... - '�-•" ` "'.�%•• T '_` .•y• . �• - ...... : ,y - _ -.1f T.C' .'^� ' Z �•- _." - .••� +.•- v ,\ r fir �>' "i�� ,,;i: brl ?r «Li•!i .:i ,„ .:�' ... it : 1. sd - R(- , > .. r�i' 'G161t••. < ' w WAUMMI ,c Cl�i'ANE DESIGN, Inc. Reserves All L.egal Rights To Material On This met Subj To CrIminAl r J P r osecut ion Ion L AREA M a MA IN �L. . C� R • , LOWIF.R r L oow a TOT AL. 9,4 2 - F1 GARAC--jF: t:�qrr STCRAGF I 1 _ ' t Ift •CONTRACTOR NOTE: All D Ions Shall 5e Checked Arid Ver ified Prior To Construction. daft— ' as , a] IF * 1 4• 0 w - - — i -i MA rLQ 13LAN i /4 To Reorder Flans I(811*42 -36 ix• ♦ Tr j♦ w • ' 3A FOR , AL' "jeAPRFOS TO �� oxo�;; (2x& STUD o. a poor ID VF&2 2x4 0 D WA ! AL.�. IX Tl1I1IO�R W,�1N�•1 , `•' WALL TO � 2x� � o� G .� rR.acrol� suA11 C ISf cN � 8 v EIrt11xy ALL v imems IONd . • 1*0 cdNST oN♦ SE LW'_ aNEa a - Y�a�ldl� 6_.� • Is; • E=OfR. C TIri1J AHb r %1AILING Gu r. a Fte I ocxu �Wc�j 1 0 TO d PROvIDED As me"a 15Y . ALL mob mUts - r cT ;; � � �.� � ` . U 4 ��• d. g OL d WA"po �� IU i b. . EXTI!Rla� aooi t6 to WA d 'In 0 MIS. �� • (��E;� L�.o papt $Ec. o �'ta rtOi Flies i'pp ALL • ALL dNou F .. �;•• To OrPA OVT 1P i iot sUvNa ' • PRCGY DE *X 1&06T OR 6' CONc. C URB TO P! ' I t=CT 1 WoiTEPR k •1 'SAT R 4 PUlRhl�' • 4 8 • t »tiq LAP Sim L ICE M oaL. TOP ' • ' � • I t -- ,t-- -- E l - • + V C OU R TL T • . • . A • • t - - '• y 1f. mded-m-m-14A. t i •..,r ` wrap. .O w C - '/ c".*j SMOK SMOP M DETECTORS TO BE iNSTALlr. D IN ALL - SL.EEPING ,ROOMS i AT A POINT .• . CENTRALLY ocATED • EN A WALL OR v= PROVIDING ACCESS To A SLEEPING R�00 ALONCrt VITH DETECTORS CENTRALL f LOCAltO ON ALL r- Loom, NOT TIRED 4 i INTERC!- • W1 SATMRY s -UP i r • ♦ Tr j♦ w • ' 3A FOR , AL' "jeAPRFOS TO �� oxo�;; (2x& STUD o. a poor ID VF&2 2x4 0 D WA ! AL.�. IX Tl1I1IO�R W,�1N�•1 , `•' WALL TO � 2x� � o� G .� rR.acrol� suA11 C ISf cN � 8 v EIrt11xy ALL v imems IONd . • 1*0 cdNST oN♦ SE LW'_ aNEa a - Y�a�ldl� 6_.� • Is; • E=OfR. C TIri1J AHb r %1AILING Gu r. a Fte I ocxu �Wc�j 1 0 TO d PROvIDED As me"a 15Y . ALL mob mUts - r cT ;; � � �.� � ` . U 4 ��• d. g OL d WA"po �� IU i b. . EXTI!Rla� aooi t6 to WA d 'In 0 MIS. �� • (��E;� L�.o papt $Ec. o �'ta rtOi Flies i'pp ALL • ALL dNou F .. �;•• To OrPA OVT 1P i iot sUvNa ' • PRCGY DE *X 1&06T OR 6' CONc. C URB TO P! ' I t=CT 1 WoiTEPR k •1 'SAT R 4 PUlRhl�' • 4 8 • t »tiq LAP Sim L ICE M oaL. TOP ' • ' � • I t -- ,t-- -- E l - • + V C OU R TL T • . • . A • • t - - '• y 1f. mded-m-m-14A. t i •..,r ` wrap. .O w t •, r j r J C - '/ c".*j SMOK SMOP M DETECTORS TO BE iNSTALlr. D IN ALL - SL.EEPING ,ROOMS i AT A POINT .• . CENTRALLY ocATED • EN A WALL OR v= PROVIDING ACCESS To A SLEEPING R�00 ALONCrt VITH DETECTORS CENTRALL Z Y LOCAltO ON ALL r- Loom, NOT TIRED 4 i INTERC!- • W1 SATMRY s -UP t •, r j r J C - '/ c".*j . v= Z Y "air i • E �b r { F--w u t •, r j r J * OWN" � - cd KW�� A C T11 - t 1 `"•' � ��[ • Sul :• FO R Jug PEST CENTER " • M • pNED 4� Rte. �� .. �OMpua - CODE _ 3 1004 •�, . _ BRAWN: ,• mPwmddw"1�d - ddd"d— Tu " Of 03 CP hin pm� ad ., , : t OF •.• ,.., .• • i } 5 . . • NIJMQE�t: 04 0r% • r.Jr KIG H 1' .. • • .r. • • .. •.�•..• • • ��� Ar • A••� DN•••.ata. 1.�1+ r to" .... A.A. a P r, • ' - - ti C - '/ c".*j . "air i E �b F--w u * OWN" � - cd KW�� A C T11 - t 1 `"•' � ��[ • Sul :• FO R Jug PEST CENTER " • M • pNED 4� Rte. �� .. �OMpua - CODE _ 3 1004 •�, . _ BRAWN: ,• mPwmddw"1�d - ddd"d— Tu " Of 03 CP hin pm� ad ., , : t OF •.• ,.., .• • i } 5 . . • NIJMQE�t: 04 0r% • r.Jr KIG H 1' .. • • .r. • • .. •.�•..• • • ��� Ar • A••� DN•••.ata. 1.�1+ r to" .... A.A. a P r, • ' - - ti CRANE DESIGN, Inc. Roservee All Legal Rights To IlAt On Thle Suet Subject To Criminal F'rose NOTES: . N • . I. ALL ' FL OOR J01 - 15L � � � T© � � � o UNLI56 0 T " 2. SOL ID SLOCKING NOT TO EXCEED l0 O.C. . i I 1 6 a is 1 0 3. ALL BEAMS AmovE PLATE � ' Ta C HA VE MFG* MTL. WANDERS. � n C TI i5t:5) I l ev l l dv'e , o �3. � � I � - � N�d V TS > I IE L EGE N D � 9'd C . • till o sp - Io�aou�N PER sCWEDULE oC% AaeA I A I ALI� PER BCNEt�E AkcwoR moLT PER 1 • SC14EDUL_E " STRUCTURAL DETAILs � 4. F'EIR T8E WEET(S) Al it of r �F • 'j�'� fr, � .. f�' • • � 'f �'". '!. .k .. ., -... 1, , � r t = 1 • A4 1P ° r V r c s 401 4f oil a� �• •• �•� JA • • L .�� 'ice' v' RR .: �'��r�n• ..J •-` 'i• i • do tO L r low If oor, ECEwE0 , a OF CSTY 7W4 L Lf NJ /V� T I i4o • REVIEWED FOR f dR►wN: ,� • s � ��� 5 � � CODE CUM • . �: SHEET • • • 4 J• • ' No 2 3 2004 I . OF • .of Tukwila • � ••• BUIL DrV�T� PLAN Nl1MBER. �r CONTRACTOR NOM: All Dimensions $ha II ee Checked And ver 1 f led Prior To Construct ion. To Reorder flans If 81�1*42 - 3615 110402 CC>i ='1' Ri�l•i ' 0 2002 «; AANE UESIG , M ' • r • lot r ♦ • i r . t I.a�r'r•• I 4"'�. « .M�' 1•"I!•' T.^M''.• ..>�.' ': r - •: 11 A• ' .. ..v • •r �. .. • �•- • w• ••R' - . !' . �y , : ^- • : t . , ist .1✓ - .•..- - . _- - - r 'iii - ' 7 - �• w.Y _ _ • dv w. �r - .. r .. ,••... ._ I.Y '= 7••'� ^. .., . ,,.. „ . _ ,. R• „� .... ..,,,... w. 1 .,•, /•1i1/ •' wN>T �• ;71Am�.•!'. GRANS PF 5160 Inc. Pfadko•r ur%#,4 All I. - pcIcl 1 PIC11 It it 1 n 1 1 A 1 0 Iel I CIS 11 iii► s wa^►t - stji7jeaci 1 n cr Imito I r v•n!►twc'ut Ion . I I a .' �i w r 0 II TSE LEGEND M 11 GENERAL NOTES • ALL WmAoERS TO SS= 6 x8 OM ( 2x& STUD L (UA0•j , o L CE Oil I R 6C14 UL ,� WA . , xIO DFw1 12x4 STUD . . .- O WALLS lU1�L0.� � z h � � •' M ALL ExTERIoR 1 aAR dg UjAAH h g 1i i i N sui « SH �► WA LLS To ISE 2xb .STUDS. ( U.N.O. ) RWAL L. PER SCWE DUL I! M CONTRACT I 's � � � TO s� ,. CHEac ,�e►ND u 9 9 , . ,h fir• wry ALL D IMENSIONS FWIOR � � 0 A5, « a�cHoR �ol PER � .� � � � • . SCHEDULE � o CoNSTRUCrlM $OE SHEETS 6 -1 TWROUCs0 —.4 ,,• N FOR CON u ., STRUCTIC,7N AND NAIL � � o • STRUCTURAL DETAILS I L N� ; � ; � � � o OPEC IF CATIoNs. 1 . �' " E'E TSE WEE TCS) � d • K s GUTTERS 1 DOW °�I°OUtS TO J52 " . o meovIDED As REC2. !DY CODE. � � � V ' �' `' 0 . fie� ALL !!SOLTS ' MUSt IZxTRNb 3,'4' > j; • c Ivi I A 9 F b v Opt siwvo 91 11 „, M� SILLS r' r'�'� W M�R� AND NUT, • O c r V C I F Ri G' k. 1 TO 1 iAvE 8' i 1•d x STET' jt ITW �- k 36' $ • 9 . EEY L*ciNa PER SE • �. CONCEALED C RAPT 0PEH1NGg E g g v PER SEC • 100.2 UJ!5.C. . r # • ALL SHOWER �NCL.OSLIRE bR 1 : t •ro ofnW OUT 1~' N OT 3L ID INGo ?• ' TO SE SAMTY c iLAss, r • R i PROVIDE bx POST I • : • • OR s CoNC. CURS• TO PROTECT I40T WATER WATE 4 0UWACE I`RoH vv � y .. ., 48' HK LAP .. ... SPLICE * DSL. TOP MATE SECTION 2320.1 , 0 cy 'Soft . ILIJ • '• - t u DETECT 0 . 5MCKEE ._.. w • SMOKE DETECTORS T0 15E BE INSTALLED • IN ALL $LEEPING I�QOMS l �4T r4 �'OtNT k LY LOCATED IN A WALL OR ARE PRO' OID INCA ACCESS TO A SLEEPING ROOM • ALONG WITS DETECTORS CENTRALLY + �• LOCATED oN ALL j=*o HOT WIRED l E--. •` INTERCONNECTED W1 E3A•fl rBAO< -UP • � �-r- ; - �....� co W F H :I~? �; - , M RAC tKW�� e, �"' �...�.._ ._.. J �� .TTY OFT omm r l� 2004 T . v.! • PEFZ.�• CF�17E ;; A 1 4-Fq I-C�SL 0 REVIEWED DMAwN: .0 Of 52 ., •ti { �• COD COMPLLAKE . eZ7 -� �. �7 t 0 f ly AP *PnVFaD • J • _ NOV 2 3 2004 7 SHEE T • • i Of Tukwila Lou W ILDINGDWISION . •• . PLAN NUMBEi't. 11 0 40 2 {� A►rid ver r for 10 Construction. - y f fi A t N 1 E. All amens lone ��a i t !~3e GF sec .e� 1 o IQaordar Idr�s I� �oN R L OR O !� � 5 1 1�I6�2 -3b 15 COPY RIGI-1 1• • 0 2002 • •' • AHiE DESIGN, 1"c. !••.•1ICrMR -�� H'•.�NC..w. �.�..... 1�`�ll ''^a[ ^fTy11'1f7��,:N4 i' i�.•.`�►"y.'1F• r?S. R'. J.! +'•1t"..ii./�IG' %P:"" 'a..:'.L_. ''4::r . ICfY�►..i'Z;*�I►•.i.'" o"..v -e- ..R . .d1� _'a'Af!"3a ..w/.' ._L.N.A.�...a..X. a id• ..♦ .J... •... ►..e - .. •. .,r• .r. - - -. •.-- -• _ _. _ r _ ..... _ - .�' . . . l _ Aiiu..fi. _'. t ..: '1 u d .t ..'' ...� 1 .., .JSRS x • • '4".'ii '... .yt KT l:a�'.A .,T ...... , lR X7, t _ r"w . Zs _ ..�. ... _ ....-- —. ti ,•_. _ . rte_ . �. a_. ai s r ..,.... -�.. •,r... S._ . •.. ».. _.. .� -:. ... .. _.:.. .. ♦ . %'f: ... _ :.T.�, •, ._.'S'.. ".11f�"A.'T :.T`��. /M .- a. w►`Q' X+'�RA:':!rI •"7Rf "y ...,.yyw"ea yw .- �M4ta. -+. Nor 1DAftAA E TypW � l . c t . K.. . ILIJ • '• - t u DETECT 0 . 5MCKEE ._.. w • SMOKE DETECTORS T0 15E BE INSTALLED • IN ALL $LEEPING I�QOMS l �4T r4 �'OtNT k LY LOCATED IN A WALL OR ARE PRO' OID INCA ACCESS TO A SLEEPING ROOM • ALONG WITS DETECTORS CENTRALLY + �• LOCATED oN ALL j=*o HOT WIRED l E--. •` INTERCONNECTED W1 E3A•fl rBAO< -UP • � �-r- ; - �....� co W F H :I~? �; - , M RAC tKW�� e, �"' �...�.._ ._.. J �� .TTY OFT omm r l� 2004 T . v.! • PEFZ.�• CF�17E ;; A 1 4-Fq I-C�SL 0 REVIEWED DMAwN: .0 Of 52 ., •ti { �• COD COMPLLAKE . eZ7 -� �. �7 t 0 f ly AP *PnVFaD • J • _ NOV 2 3 2004 7 SHEE T • • i Of Tukwila Lou W ILDINGDWISION . •• . PLAN NUMBEi't. 11 0 40 2 {� A►rid ver r for 10 Construction. - y f fi A t N 1 E. All amens lone ��a i t !~3e GF sec .e� 1 o IQaordar Idr�s I� �oN R L OR O !� � 5 1 1�I6�2 -3b 15 COPY RIGI-1 1• • 0 2002 • •' • AHiE DESIGN, 1"c. !••.•1ICrMR -�� H'•.�NC..w. �.�..... 1�`�ll ''^a[ ^fTy11'1f7��,:N4 i' i�.•.`�►"y.'1F• r?S. R'. J.! +'•1t"..ii./�IG' %P:"" 'a..:'.L_. ''4::r . ICfY�►..i'Z;*�I►•.i.'" o"..v -e- ..R . .d1� _'a'Af!"3a ..w/.' ._L.N.A.�...a..X. a id• ..♦ .J... •... ►..e - .. •. .,r• .r. - - -. •.-- -• _ _. _ r _ ..... _ - .�' . . . l _ Aiiu..fi. _'. t ..: '1 u d .t ..'' ...� 1 .., .JSRS x • • '4".'ii '... .yt KT l:a�'.A .,T ...... , lR X7, t _ r"w . Zs _ ..�. ... _ ....-- —. ti ,•_. _ . rte_ . �. a_. ai s r ..,.... -�.. •,r... S._ . •.. ».. _.. .� -:. ... .. _.:.. .. ♦ . %'f: ... _ :.T.�, •, ._.'S'.. ".11f�"A.'T :.T`��. /M .- a. w►`Q' X+'�RA:':!rI •"7Rf "y ...,.yyw"ea yw .- �M4ta. -+. Nor 1DAftAA E TypW n t CFRME DESIGN, Inc. R All Legal Rights To Malerlal On Thls 9+ • Subject 7o CrImInat rroeecutlon g g • 1;1r ! .g JAI Aw FzTo� 1 E5 1 > b. • _ .. 50Al.L CA r F- 1Awur- . is r,dt -gyp j Dig , . � �� d � � - h z • I , 1 91 sO.L.. � 0 1 19"CI1.�P 10 Nl�dtli�. I t 16ILL 14ot iso 01FLO AI.TP.PWD f 06 s) WI WoU r lop t lL•t�, P l f Ar'"iovAL cP rNa NnamiNa cALrS. x • d O vi a SMALL AAv9 I bR to iLs 1 b � d o k55 • k3i 1111 9 el Clot �I �..Q �. ° c` g :3 Itch!' Ct x . , C r �. d a 1?' c �► o n, 'Hi 44 AL WA �m •i m� X 1� �s F � , EOCC C • �, cs p � r O •� t ' 1, r to ovibm f5cIwpNrp isL.ocklmn ovp. R - t • Hl M � RA-im O O C ova t� _ o o a M M u v �• t w sop • .. ; _ ; - .. % MAT= I "' \\..rIMC 1I• �• ' I ' I� ;R •?•� , � •., •,• •• ,•. !•t✓ 1 ~ -f v I ' �f,.,•• r V. •. y.�' ) t'f; •..'! t. , r•y:y ♦�. .�y. %�il�'.�r f ;, �� • r. �•� f • �•. .. ♦ ♦ y.. Y:••I -•. • • { . . • • . ...w , - • ' - .4 :i r� FASCIAs NCTEt OEM Pi 14PE" ir - r S r .♦•' . i' • ` • i • � • • .. - ,. ` ,tit, . . Jr. -•.... M � . i ' . '� �� ;^ ' 1> _ is .1,. , . •i' ? • f+, f f i• 1 .� �? f i r � . Nt•+ # � j - . � • • � = j S Y , • ! • � : ••1•.. r.�.+.►�..rl.•/..w.sA... •. . tr,+ ••w•r••••iPf►''aw•r'•�tM••• � C .. /�. Alt CID t 1 • • � � �•'� � � � • . • • M ; • � ,i''I r ... i 7C. f Ali. k I. f ).. � •' .'rr :••S' j : � • � , } . �. • v..'► • �.,.,� •' •MM•wM. rMrrw. • +� T L + '� �� _• ..» 3 ` DUI del IKVVI IP qw t � 1 ' _: + i � � ''� � 1 � 111 • ` JUN 3 0 2004 �C3 —.a �l i.o�.l� -rz� .J j �COMPLANCE E " ° � A L400ow - D RAWN- ��I� G�'`���- 1 � � 1 �ooRnVED 1 ' .. '1 4 1'I �� � - tcT I G��i Vn �+ 'IC�G. � � NOV 232004 SHEET -_ 2f u,e.�Jais�'s Le ai�ois� 1 a Han�� , s 7 OF l Rriri nrNC ervrstaY J m IC> C> 1= 1= NA 1 6" ,. s PL.M NUMBER: • 1 10402 •CONTRACTOR NOTE: All Dimensions Sha ll De Checked And ver ifled Prlor To Constructlon. To Reorder Plarns I1911*42-3615 COPYRIGHT ® RANE DESIGN Inc. . «.. N'�11 \R`1r!"�t y' ?� w ^ d . Its" ;'+`�M aPt;;'MMI / N ... .:•H." ' r ..i . �'i" 1 :'T �l .'M : . M� —. i' : •.ltll'- . .:' "'1�'!" 9^ �' . '"'!' - r' . - - _ •�.., �„ ' ♦. r �.► .. _ _. - - - _ i , . �. • �,.. • -t r -. ♦. . F 'A fb 171'1/=• "7°t`f•iI A/." !I• •i/N"' � •N. • K�` 1rS +�P' .w+Yd mac► : ,fi S'r R'1.S •i/•' � � .. � iP�'31Na"latl.: •.rt�� ... 7"ri'..0 . K: iC:: ♦("'i "'T J• •• Z Y id's .. �. '�Ir. -.. �: Ti "L. � .... « . .. "{'r. �' Z"�1R'.�""' .? r i�.C'...�R'� '!^. ,S"�.7D'T T. i���•t�•1I� �'�: � . w.?L'�. 7L.,.�► s ..��:..�.Li - - • - - - - - .- rt -.�_ -- _ .... .. � ••• ".- ..►.�••.•.r..�..... � .. ..... r[ {mow.. _ ..... ....... s '. .. .._. - ..` . • -_ •.� .: •'� - •T•....''. ..-, •._ • . . r7�• - . . .:. �A` ••'. r . • tY�iYV'/'1�' T{I•► fM"�y.� ',• A! «_L' Co >_ C4" U U �.•.r r r••{ C ' '� w r r ) . Q Q L Ali. k I. f ).. � •' .'rr :••S' j : � • � , } . �. • v..'► • �.,.,� •' •MM•wM. rMrrw. • +� T L + '� �� _• ..» 3 ` DUI del IKVVI IP qw t � 1 ' _: + i � � ''� � 1 � 111 • ` JUN 3 0 2004 �C3 —.a �l i.o�.l� -rz� .J j �COMPLANCE E " ° � A L400ow - D RAWN- ��I� G�'`���- 1 � � 1 �ooRnVED 1 ' .. '1 4 1'I �� � - tcT I G��i Vn �+ 'IC�G. � � NOV 232004 SHEET -_ 2f u,e.�Jais�'s Le ai�ois� 1 a Han�� , s 7 OF l Rriri nrNC ervrstaY J m IC> C> 1= 1= NA 1 6" ,. s PL.M NUMBER: • 1 10402 •CONTRACTOR NOTE: All Dimensions Sha ll De Checked And ver ifled Prlor To Constructlon. To Reorder Plarns I1911*42-3615 COPYRIGHT ® RANE DESIGN Inc. . «.. N'�11 \R`1r!"�t y' ?� w ^ d . Its" ;'+`�M aPt;;'MMI / N ... .:•H." ' r ..i . �'i" 1 :'T �l .'M : . M� —. i' : •.ltll'- . .:' "'1�'!" 9^ �' . '"'!' - r' . - - _ •�.., �„ ' ♦. r �.► .. _ _. - - - _ i , . �. • �,.. • -t r -. ♦. . F 'A fb 171'1/=• "7°t`f•iI A/." !I• •i/N"' � •N. • K�` 1rS +�P' .w+Yd mac► : ,fi S'r R'1.S •i/•' � � .. � iP�'31Na"latl.: •.rt�� ... 7"ri'..0 . K: iC:: ♦("'i "'T J• •• Z Y id's .. �. '�Ir. -.. �: Ti "L. � .... « . .. "{'r. �' Z"�1R'.�""' .? r i�.C'...�R'� '!^. ,S"�.7D'T T. i���•t�•1I� �'�: � . w.?L'�. 7L.,.�► s ..��:..�.Li - - • - - - - - .- rt -.�_ -- _ .... .. � ••• ".- ..►.�••.•.r..�..... � .. ..... r[ {mow.. _ ..... ....... s '. .. .._. - ..` . • -_ •.� .: •'� - •T•....''. ..-, •._ • . . r7�• - . . .:. �A` ••'. r . • tY�iYV'/'1�' T{I•► fM"�y.� ',• A! ` JUN 3 0 2004 �C3 —.a �l i.o�.l� -rz� .J j �COMPLANCE E " ° � A L400ow - D RAWN- ��I� G�'`���- 1 � � 1 �ooRnVED 1 ' .. '1 4 1'I �� � - tcT I G��i Vn �+ 'IC�G. � � NOV 232004 SHEET -_ 2f u,e.�Jais�'s Le ai�ois� 1 a Han�� , s 7 OF l Rriri nrNC ervrstaY J m IC> C> 1= 1= NA 1 6" ,. s PL.M NUMBER: • 1 10402 •CONTRACTOR NOTE: All Dimensions Sha ll De Checked And ver ifled Prlor To Constructlon. To Reorder Plarns I1911*42-3615 COPYRIGHT ® RANE DESIGN Inc. . «.. N'�11 \R`1r!"�t y' ?� w ^ d . Its" ;'+`�M aPt;;'MMI / N ... .:•H." ' r ..i . �'i" 1 :'T �l .'M : . M� —. i' : •.ltll'- . .:' "'1�'!" 9^ �' . '"'!' - r' . - - _ •�.., �„ ' ♦. r �.► .. _ _. - - - _ i , . �. • �,.. • -t r -. ♦. . F 'A fb 171'1/=• "7°t`f•iI A/." !I• •i/N"' � •N. • K�` 1rS +�P' .w+Yd mac► : ,fi S'r R'1.S •i/•' � � .. � iP�'31Na"latl.: •.rt�� ... 7"ri'..0 . K: iC:: ♦("'i "'T J• •• Z Y id's .. �. '�Ir. -.. �: Ti "L. � .... « . .. "{'r. �' Z"�1R'.�""' .? r i�.C'...�R'� '!^. ,S"�.7D'T T. i���•t�•1I� �'�: � . w.?L'�. 7L.,.�► s ..��:..�.Li - - • - - - - - .- rt -.�_ -- _ .... .. � ••• ".- ..►.�••.•.r..�..... � .. ..... r[ {mow.. _ ..... ....... s '. .. .._. - ..` . • -_ •.� .: •'� - •T•....''. ..-, •._ • . . r7�• - . . .:. �A` ••'. r . • tY�iYV'/'1�' T{I•► fM"�y.� ',• A! CRANE DESIGN, Inc• Reservee All Legal Rights To Material On This Sheet - Subject To Criminal rrosecUtlon 0 d 0 • i 1 410- I l e 7.-P 402 .. op I lk JA' r CD M15.12 FLO - 'ro .. ,eem= ; , to , � _ -� � � • ' • - f `13 E b #3 n-4 ' fir' � h � - + '- •1• x •rte � � y � v .. l wr Imo `, 1 . LIVIHQ r-Ammy �a • G .. el _ _ • ,� , Tel 60�,,.� c- 6J A � o �. N na:- 0") 1 (0 0. le�l JST.s - a • w0le � 1 • • 1 " ' I i 4... • • ♦ ♦ • .�•• del ' . j • •, oleo • • HA ee -1 SECTION T 14 i r •CONTRACTOR NOTE: All Dimemlone Sha11 5e Checked And verified Prior To ConetrUctlon. ,I I k e • v REVIEWED FOR CODE COMPLIANCE APPROVED NOV 2 8 2004 City Of Tu"Is BUILDING DIVISION 4 To Reorder Plans ir977)642 c:vp 2002 CRANE DESIGN Inc. -I • , 1 NOTE: •. . REpER to F: RAiiiNG pLANs ,aNn S� eta si tNR� ad m t Post TI PICAL CONSTRUCTION *40 bVAILS• N N a , WRAT!-•I Eta PRoTECttON UNoIa12 lRoop HATERWAL 1 �` '01 OxTERIOR sold As "R 60C. 1402 Ws.a � G a to g o6 P >, TYPICAL INS' ULA1 ICNj (UNLESS C) T.4' F.RtIS9 NOTED) � It • CPF IL ING! �; .• ;fig 5 'S NN N • u)Aw WAL LS pt •= �r i � d � � ~ . r .♦ O V • ,/ C f' Cl e l tpe \ F t J r w J .. is • .; 13ED# • . _ ........ _ ...... _-,, t CYO O cp iI �n Oa C rte. all • �� , • t,.., z LO P •••_ _ Y •� •_ y veleel 1 717 2)�A -Ilk weeleell ` 4_5 F—• ,,. coo W • p �e -• • • i tvF� 1 ,•r J u" .. . Voa • TES: SHEET 7 or 7 M1IABER: 0 402 .j it 1 •, 1 • e i •v 1 LL BEAMS ARE TO • SHEARFLOW SEISMIC ZONE -- • -�� r MARK ' EDGE NAILING NAILING REMARKS H1 SW1 15/32" PLYW'D ONE SIDE .j it 1 •, 1 • e i •v 1 LL STRUCTURAL NOTES GENERAL: UNIFORM 13VILDING CODE AND STANDARDS, 1994 EDITION (UBC '94), AS AMENDED AND ADOPTED BY THE GOVERNING JURISDIC I ION. THE CONTRACTOR IS RESPONSIBLE FOR 1HE FOLLOWING: o.) PROVIDING TEMPORARY SHORING AND BRACING UNTIL ALL STRUCTURAL ELEMENTS HAVE BEEN INSTALLED AND CONNECTIONS COMPLETED. b.) FIELD VERIFICATION AND COORDINATION OF ALL DIMENSIONS AND ELEVATIONS BEFORE PROCEEDING WITH THE WORK. c•) BRINGING TO THE ATTENTION OF TiIE BUILDING DESIGNER ANY CONrurTS IN DIMFNSIONS, MATERIALS OR N07ES SHOWN ON THE PLANS. d.) INSTALLATION OF PROPRIETARY PRODUCTS IN ACCORDANCE W111A MANUFACTURERS SPECIFICATIONS AND RECOMMENDATIONS. MATERIALS, MEMBER SIZES, NOTES, ETC. SHOWN ON THESE STRUCTURAL PLANS ARE SPECIFIC FOR THE PROJECT AND TAKE PRECEDENCE OVER ANY CONFLICT WITH THE STRUCTURAL NOTES THAT F0I - 10W. � DESIGN CRITERIA: ' FLOOR LIVE LOAD 40 psf (with other live loads in accordance with VBC '94 table 16--A) SNOW LOAD 25 psf SHEARWALL SCHEDULE BEAMS ARE TO • SHEARFLOW SEISMIC ZONE -- • -�� MARK SHEATHING EDGE NAILING NAILING REMARKS STRUCTURAL NOTES GENERAL: UNIFORM 13VILDING CODE AND STANDARDS, 1994 EDITION (UBC '94), AS AMENDED AND ADOPTED BY THE GOVERNING JURISDIC I ION. THE CONTRACTOR IS RESPONSIBLE FOR 1HE FOLLOWING: o.) PROVIDING TEMPORARY SHORING AND BRACING UNTIL ALL STRUCTURAL ELEMENTS HAVE BEEN INSTALLED AND CONNECTIONS COMPLETED. b.) FIELD VERIFICATION AND COORDINATION OF ALL DIMENSIONS AND ELEVATIONS BEFORE PROCEEDING WITH THE WORK. c•) BRINGING TO THE ATTENTION OF TiIE BUILDING DESIGNER ANY CONrurTS IN DIMFNSIONS, MATERIALS OR N07ES SHOWN ON THE PLANS. d.) INSTALLATION OF PROPRIETARY PRODUCTS IN ACCORDANCE W111A MANUFACTURERS SPECIFICATIONS AND RECOMMENDATIONS. MATERIALS, MEMBER SIZES, NOTES, ETC. SHOWN ON THESE STRUCTURAL PLANS ARE SPECIFIC FOR THE PROJECT AND TAKE PRECEDENCE OVER ANY CONFLICT WITH THE STRUCTURAL NOTES THAT F0I - 10W. � DESIGN CRITERIA: ' FLOOR LIVE LOAD 40 psf (with other live loads in accordance with VBC '94 table 16--A) SNOW LOAD 25 psf SHEARWALL SCHEDULE BEAMS ARE TO SHEATHING SHEARFLOW SEISMIC ZONE -- • -�� MARK SHEATHING EDGE NAILING NAILING REMARKS H1 SW1 15/32" PLYW'D ONE SIDE 8d O 6" o.c. 16d O 8" o.c. T2 ' SW2 15/32" PLYW'D ONE SIDE 8 460 d O �o c 1 0 5 1 2" � 6d o .c. / MINIMUM AND MAY BE PLYWOOD OR 0S8. FOOTINGS ARE TO BE PLACED ON UNDISTURBED NATIVE SOIL SW3 15/32" PLYW'D ONE SIDE 8d O 3" o.c. 16d O 4" o.c. SEE NOT 5. NOT USED ,t 15/32" PLYW'D ON THE PLANS AND ARE TO BE FREE OF STANDING WATER. OVER EXCAVATIONS ARE TO 5 . = r STUDS. ARE TO BE SINGLE 3" NokWAL OR THICKER AT ADJOINING PANEL EDGES SW, ONE SIDE " 8d O 2 o.c. 16d O 3" b.c . SEE NOTE 5 NOT USED � SW5 15/32 PLYW' 8d O 4" o.c. 16d O 5 1 2" o.c. SEE NOTE 5 7. SHEATHING NAILING AT INTERMEDIATE SUPPORTS IS TO BE 84 O 1 2" o.c. • r �; EACH SIDE 2 ROWS SHEATHING NAILS ARE TO BE DRIVEN SO THAT THEIR HEADS ARE FLUSH WITH THE SURFACE 4 n, , ..: w • �' i ' i SW8 2' 1 5/3 " PL �ryyp EACH SIDE 8d O 3" ox. 16d O 4" .c . � ,o 2 ROWS SEE NG E 5. . NOT USED SW7 15/32 " PLYW D EACH SIDE " 8d O 2 o.c. 16d O 3 " o.c. z ROWS 'SEE 1 NOTE 5. NOT USED ROOF' SHEAIMNG WG, kW TRUSS OR ROVE iTIIFTER i • 2x BLOCK SIMPSON H1 OR k2.5 AT EVERY TRUSS OR RAFTER ,SHEARWALL # EDGE NA&ING PER PLAN WIND VELOCITY 80 mph / Exp B BEAMS ARE TO 6E of DOUGLAs rip .. SEISMIC ZONE -- • -�� t . SCHEDULE is BASED ON 1997 UNIFORM .. BUILDING CODE FOR SEISMIC ZONES 3 � 4, " TYPICAL RO OF o BALL CONN ON THE PLANS. H1 MPAND22 .(2)2x HF STUD ANO ON W000 I~R AM D 1K AL E WITH 2x4 WALLS ( MINIMUM ) , � HEM FIR STUDS O 24 o,c.. * . _.. T2 . FOUNDATIONS (2)2x HF STUD 2. SHEATHING IS TO BE SPAN RATED . 24 0 MINIMUM AND MAY BE PLYWOOD OR 0S8. FOOTINGS ARE TO BE PLACED ON UNDISTURBED NATIVE SOIL . WITH AN ASSUMED DESIGN 3. SHEATHING THICKNESS MAY BE REDUCED 0 16" MAXIMUM. TO 3 /B" OR 7/ 16" PROVIDED STUDS ARE BEARING CAPACITY OF 2000 psi. EXACAVATIONS ARE TO BE TO THE DEPTHS SHOWN ,t o.c. SHEATRNG IS TO BE DIRECTLY APPLIED TO STUDS AND ALL EDGES BLOCKED ON THE PLANS AND ARE TO BE FREE OF STANDING WATER. OVER EXCAVATIONS ARE TO 5 . = r STUDS. ARE TO BE SINGLE 3" NokWAL OR THICKER AT ADJOINING PANEL EDGES BE BACKFILLED WITH LEAN CONCRETE c =2000 psi) OR COMPACTED FILL IN ACCORDANCE (T (2)2x H�' STUD AND SHEATHING NAILING STAGGERED. rOR SW3, SW4, SW5, SW6, & SW7. :•-,,, ^ , s � . - WTH RECOMMENDATIONS OF A GEOI ECHNICAL ENGINEER. • 6. ALL MAILS ARE TO BE CO MMON WIRE. ' ~ _ ' ` K k • ' " .' STRUCTURAL 7. SHEATHING NAILING AT INTERMEDIATE SUPPORTS IS TO BE 84 O 1 2" o.c. • r �; C 8. SHEATHING NAILS ARE TO BE DRIVEN SO THAT THEIR HEADS ARE FLUSH WITH THE SURFACE 4 n, , ..: w • �' i ALL CONCRETE IS TO BE MIXED, PROPORTIONED, CONVEYED, AND PLACED IN SCREWS OF THE SHEATHING. . ACCORDANCE WITH U8C 94 UBC 94 STANDARDS AND ACI --301 ,MINIMUM ;.i PHO6 2 2x NF STUD O 18- -SDS 1 /4 "x3" 78 DAY COMPRESSIVE STRENGTH IS t0 BE 2.500 psi. REINFORCING Sl EEI. IS 10 BE GRADE 40 DEFORMED BARS PER ASTM A615 .. , WI DETAILING. FABRICATION AND PLACEMENT PER UBC '94 AND ACI -318. INTERSEC�IING CONCRETE WAI_I_S ARE TO IaAVE /4 CORNER BARS WITH A MINIMUM OF j 18" OF EMBEUMEWI AND SPACED fNE SAME A S 71-IE WAIL 1-10RIZONfAL REINFORCEMENT. WOOD ROOF TRUSSES: - _ METAL PLATE CONNECTED WOOD TRUSSES ARE 1O BE DESIGNED BY A WASNINGtON STATE � PROFESSIONAL ENGINEER IN ACCORDANCE WITH ANSIPI 1-1995 "NATIONAL DESIGN STANDARDS FOR METAL -PLATE CONNECTED WOOD TRUSS CONSTRUC11010" AND UBC '94. MEtAI. PLACES ARE TO HE ICBO APPROVED VERIFIED BY A CURREN f REPORT NUMBER. TRUSSES, INCLUDING DRAG TRUSSES AND SHEAR FRAMES ARE TO BE PLANT FABRICATED 8r A MANUFACTURER IN COMPLIANCE wI1N UBC '94 SECTION 2343.7. THE TRUSS MANUFACTURER IS RESPONSIBLE FOR VERIFICATION OF ALL TRUSS LENGTHS PRIOR TO FABRICA71pN. THE TRUSS ERECTION CONTRACTOR IS RESPONSIBLE FOR ALL TEMPORARY BRACING DURING INSTALLATION AND FOR ALL PERMANENT BRACING IDENTIFIED ON THE TRUSS PLANS: r , PLYWOOD DIAPHRAGMS: ROOF SHEATHING OF SIZE SHOWN ON THE ARCHflEC1URAL PLANS IS YO BE SPAN RATED 24/16 MINIMUM DIRECTLY NAILED t0 SUPPORTING TRUSSES OR RAFTERS WITH 8d COMMON 0 B" o.c. AT ALL EDGES AND 8d COMMON O 12" o.c. AT ALL IN'fER6AE01AtE SUPPORTS. FLOOR SHEATHING (sue-FLOORING) OF SIZE SHOWN ON THE ARCHITECTURAL PLANS IS TO 8E SPAN RATED 18 o.c. TdcG DIRECTLY GLUED AND NAILED TO SUPPORTING JOISTS OR AFAMS WITH 10d COMMON O 6" o.c. AT ALL EDGES AND 10d COMMON O 12" o.c. At ALL INIERMEUTAIE SUF'PORIS. ALL SHEATHING IS TO BE SAID UP WITH THE FACE GRAIN PERPENDICULAR YO THE SUPPORTS. METAL CONNECTORS FOR WOOD: THE MODEL NUMBERS OF METAL CONNECTORS WHERE SPECIFIED ON THE PLANS A14L I I IUSU AS MANUI AC I UIZEV UY SIMPSON 5 11201`4() 1 1 E COMPANY• INC- BOLTS ARE To BE A307 WITH WASHERS AT ALL WOOD SURFACES BENEATH HEAD OR NUT. BOUT HOLES ARE TO BE 1/16" GREATER IN DIAMETER THAN BOLT DIAMETER. NAILS ARE TO BE COMMON WIRE NAILS AND OF QUANTITY, SIZE, LENGTH AND TYPE AS SPECIFIED BY SIMPSON. WOOD ROOF TRUSSES ARE To 13E CONNECTED TO THE PLATE LINE WITH ONE 1 SIMPSON H1 OR E12.5 HURRICANE TIE ATEACH TRUSS BEARING. NAILS ARE CO ON WIRE. NAILS ARE COMMON WIRE. WOOD FRAMING: 2x LUMBER TO E NF12 OR BETTER EXCEPT WAIL STUDS MAY BE HF STUD GRADE do SILL PLATES HF 13 WHERE NOT SPECIFIED ON THE PLANS: a.) COLUMNS IN WALLS ARE TO BE (2) 2x �STUOS OF THE SAME WIDTH AS THE WALL AND SPIKED TOGETHER WITH 104 O �2 o.c. (UNLESS NOTED OTHERWISE) b.) FLOOR FRAMING PARALLEL TO INTERIOR PARTITIONS IS t0 HAVE ONE FLOOR JOIST DIRECTLY BENEATH EACH PARTITION LESS THAN ONE HALF SPAN LENGTH AND TWO JOISTS WHERE PARTITION EXCEEDS ONE HALF THE SPAN LENGTH OF THE JOIST. c.) F1.00R JOISTS ARE TO BE BLOCKED AT ALL BEARINGS. d.) WALL TOP PULES ARE t0 HAVE STAGGERED SPLICES A MINIMUM OF' 4' -0" APART AND SPIKED TOGETHER IN THE SPLICED ZONE WITH A MINIMUM OF 8 -16d SINKERS. e.) WOOD IN CONTACT WITH THE WEATHER. SOIL. CONCRETE OR MASONRY IS TO BE PRESERVATIVE TREATED. f.) ISOLATED COLUMNS ARE TO HAVE CC" 1YPf COLUMN CAPS. COLUMNS IN WALLS ARE TO HAVE AC ", "LPG ", OR "PC" TYPE POST CAPS. STRUCTURAL SLUED LAMINATED_. TIMBER: MANUFACTURED BEAMS ARE TO 6E of DOUGLAs rip AND STRFSs GRADE COMENNATION 24F -V4, BEAM CAMBER WHERE REQUIRED IS SHOWN ON THE PLANS. ti :. . .HOL_nOWN . .F MARK HOLDOWN WALL STUD ANCHOR REMARKS TYPE NAILS /BOLTS 5/8" dia. A.S. 8" O.C. • (SIMPSON) BOLT � . H1 MPAND22 .(2)2x HF STUD .16 --16d - T2 112 STHD 10RJ (2)2x HF STUD 28 --10d NOt USED 73 H3 STHDI4RJ (2)2x HF STUD 38 -10d NOT USED .10- SDS N4 PHD2 (2)2x H�' STUD 1/4 "x3" ` SST816 NOT USED _ • SCREWS N5 - PHD5 (2)2x HF STUD 14 -SDS 1 /4 "x3" SST620 NOT USED SCREWS . H6 ;.i PHO6 2 2x NF STUD O 18- -SDS 1 /4 "x3" - SST828 NOT USED SCREWS 2411D 147 PHD8 (2)2x NF STUD 1/4 x3 SST828 NOT USED SCREWS N8 HDSA 4x DFL #2 (3) 7/8" 0 SST828 NOT USED H9 hD10A 4x DFL #2 (4) 7/8" 0 SSTS28 NOT USED 1110 1 ID 1 CIA • . 4 x OrL #2 (.1) Ito 0 1 Dias PER DETAIL L. NOTE: THE "1­12" MAY BE A STHD 10 AND THE "H3" MAY BE AN STHD 14 AT NON RIM JOIST APPLICATIONS FLOOR TIE SCHEDULE MARK STRAP TIE MALL STUD REMARKS THICKNESS SPECIE NAILS /BOLT 5/8" dia. A.S. 8" O.C. • (SIMPSON) NOT USED Ti Ls1A36 A85 OF: i 3 -1 od EACH END - T2 iAST48 3" DFL 1 7 18d EACH END NOt USED 73 #AST80 3" DFL 21 -18d EACH ENO NOT USED v 0 • Wr • �• . W♦ .dLQI.Er :. 1.) ANCHOR WLTS ARE 5/8" dio. 0 48" ox. UNLESS NOTED OTHERWISE ON PLAH. 2.) - WASHER TO BE 2" x 2" x 3/116" THICK PLATE WASHERS • • • • • • • • ••• .r . �• •r• n. • • • w •• • ••. • wo•au •rr& • • . • w +A .• wunuwaaa• • -460% rPww • wo "9.1110000 �rr1•�.. �. rw • ••i•w REVIEWED FOR CODE COMPLIANCE AopRgyED NOV 2 3 2004 UY Of TLkwilB BUILDING DIV15TON ANCHOR - sour SCHEDULE RE �EwE� I c MARK SILL PLATE ANCHOR SILL PLATE REMARKS A8 5/8' d1d, A.B. O 32 NOT USED ° ' c ' 2x SILL PLATE i • A82 5/8 " dio. A. 13. O 16" o.c. 2x SILL PLATE NOT USED rSE ENGINEERING 12810 N.E. 170 Ste • Suite 101 Woodinville, WA 98072-8702 (425) 481 -6601 A FAX: 481 -6371 w � F •SIB j� � sr � E XPI R ES 118120104 project title: P>LA'N 11 0402 TSL #395 sheet title: STRU MOTES AND . DETAILS revisions: •designer: KR dr( W n: KR • checked TLP date: 12/27/02 scale: AS NOTED file: 3951 --1 sheet: TSE gomblamm 1 Y ` e • A83 5/8. dia. A.B. O 12" o.c. 2x SILL PLATE NOT USED A84 . . 5/8" dia. A.S. 8" O.C. • 2x SILL PLATE NOT USED A85 5/8* dio. A. B. O 16" o.c. 3x SILL PLATE - A85 5/8" dio. AA, O 8" ox .3x SILL PLATE N01 USED rSE ENGINEERING 12810 N.E. 170 Ste • Suite 101 Woodinville, WA 98072-8702 (425) 481 -6601 A FAX: 481 -6371 w � F •SIB j� � sr � E XPI R ES 118120104 project title: P>LA'N 11 0402 TSL #395 sheet title: STRU MOTES AND . DETAILS revisions: •designer: KR dr( W n: KR • checked TLP date: 12/27/02 scale: AS NOTED file: 3951 --1 sheet: TSE gomblamm 1 Y ` e • 4 + •i • i IOd 0 4" a. c. UPPER FLOOR v f rMIGLE: A23 0 ---� 1 6" o.c. WALL TOP PLATES -� UPPER FLOOR SHEARWALL PER PLAN r i i i r i } 4 :. 1 a k' UPPER FLOOR SIDE NLOW NAILING PER SHEARWALL SCHEDULE UPPER FLOOR SHEARWALL MANUFACTURED PER PLAN ft BOARD h MA M � Ave AAA, A0 UPPER FLOOR SHEARFLOW NAILING PER SHEARWALL SCHEDULE ORED SHEARWALL ff�wacuuut �i EDIT N 10 wNL Q PLYWOOD TO WALL) FILLER —2x6 P.T. SILL PLATE 2x6 P.T. SILL PLATE • PER Pl DOLT SHEARWALL • w/ ANCHOR BOLT EDGE NARINC PER W,W FOUNDATION r FOUNDATION tr LOCAL JURISDIC110N RENJFOR(:EAIEM PER LOCAL JURISOIC11oN IF 0 RAMING DETAIL FRAMING DETAIL OPTION SHEARWA FULL DEPTH BLOCKING FLOOR S14EATHING `-- FLOOR JOIST PER PLAN SHEARWALL EDGE NAILING MAIN FLOOR SFIE/1R1MN.L PER FLAN LL Q . SHEARWALL PER PLAN SHEARWALL - EI)GE NAILING 'RIM .101ST SW ARFLOW MAIMING PER SHEARWALL SCHEDULE ANGLE: A23 0 1 6" ox. PW TO KAI BEAM PER PLAN ----- SHEARWALL D ETAIL 1 a 1, - 0 „ SHEARWALL PER PUN • • ` • ' t x r PER PUW MOTE: ATTACK i.00R 8E111y1 TO EACH SMIlms WITH COLUMN CAP SHEARWALL DETAIL I _O" N low r 71 r te•.•. - -r fs �.t •.war► , ' AIPW -' �/'lb,& t�+tiw -w-w ; ... ,�. "t, 4p .!•J�'t'44M •�! r ►. .�. ., - h� .•- .'"Z� - �• « �. �Ar'� - .r•�P _+r'r• .lid_" - 7."�InItT�' `: �7� .- , i.ww.:.. """.- :ICI► ... �•� - r r +. ... - -...n -• - -� -.�.- .�,. .. .__ .. - _ . _ .. - -" - - - `• -- _ _ . w . a .. ,� - •,,Y ir• •"'qL ../r .. - ��,... � - "T '^'T .. .T,- ....a•[�i�y.Y�R• �, a " '• •7!►'•� 'f '� ^t�i'.IRRr4�a "7'- "1• T ' T rTw"� T'• M r r r... `• �ti , e q. t- ..,F74 4rW r 1 } 1 SW ARFLOW MAIMING PER SHEARWALL SCHEDULE ANGLE: A23 0 1 6" ox. PW TO KAI BEAM PER PLAN ----- SHEARWALL D ETAIL 1 a 1, - 0 „ SHEARWALL PER PUN • • ` • ' t x r PER PUW MOTE: ATTACK i.00R 8E111y1 TO EACH SMIlms WITH COLUMN CAP SHEARWALL DETAIL I _O" N low r 71 r te•.•. - -r fs �.t •.war► , ' AIPW -' �/'lb,& t�+tiw -w-w ; ... ,�. "t, 4p .!•J�'t'44M •�! r ►. .�. ., - h� .•- .'"Z� - �• « �. �Ar'� - .r•�P _+r'r• .lid_" - 7."�InItT�' `: �7� .- , i.ww.:.. """.- :ICI► ... �•� - r r +. ... - -...n -• - -� -.�.- .�,. .. .__ .. - _ . _ .. - -" - - - `• -- _ _ . w . a .. ,� - •,,Y ir• •"'qL ../r .. - ��,... � - "T '^'T .. .T,- ....a•[�i�y.Y�R• �, a " '• •7!►'•� 'f '� ^t�i'.IRRr4�a "7'- "1• T ' T rTw"� T'• M r r r... `• �ti , e q. t- ..,F74 4rW 1 PU. I AA' 1 W iLA WALL PER PLAN SH'T G NOT SHOWN FOR CL SHEARWALL EDGE NAILING FOR CONN. (2) 2x OR 4x OF SHEATHING TO HOLDOWN HOLDOWN STUD STUD (TYP.) 4 2x STUD w/ , -- STRAP TYPE H i Od o 3 ox. rr.R PUN FULL LENGTH (STAGGERED FLOOR V TOP OF CONC. 'WALL V TOP OF FOOTING V MAIN FLOOR SHEARWALL PER PLAN MAIN FLOOR SHEARWALL EDGE NAILING FLOOR JOIST PER PLAN i HOEDOWN DETAIL Ir " 1 9 FRAMING ANCHOR: A35F O 18" o.c. #4 O 10" o.c. 2 - #4 CONT. --\ MAIN FLOOR SHEARFLOW • .. NAILING PER Pl1W 1 a t 1 O.C. . 2 f CONCRETE FOUNDATION WALL w/ FOOT . • , " r -' - PROVIDE 1 - p 18" DOWEL . FROM FOOTING INTO WALL AT 5 14 EACH HOLDOWN • 3� _0» •r SHEATIA 1 M. I ABI lSYM. M I T M "..AL - P . n i `Z USE SHEARWALL ED Ski ^• NOT SNOW! 1 FOR CLARITY FOR CONNECTION 0 • TO POST (TYP.) �I SHEARWALL EDGE -�- NAILING FOR CONN. (z) 2 OR 1x BLOCK SOLID OF SHEATHING_ T;1 _ inn" %n in pp� ST P= . �4 • INTERIOR SHLARWALl- DETAIL 1 0 1 a =11 — LATERAL RESTRAINT 3/4 00=If-00 1 • 00 t� l PANEL FRAMING DETAIL Qhmmilhi. ,•.r_o• r I ,= TSE ENGINEERING 12810 N.E. 178" ST. A Suile 101 Woodinville, WA 98072 -8702 1251 481-6601 •FAX: 481-6371 y . CI (�� c ANAL � ExriaEs W20/04 project title, LAN #1104 TSE 3951 s eet title: STRUCTURAL NOTES AND DETAILS revisions: RECEIVED f JTY OF TUKWII t. JUN 3 0 2004 PERI CENTEI. designer: KR draw KR checked: TLP dat e: 12/26/02 scale: AS NOTED file: 3951 -3 sheet T S E -- 3 1 1� 1 w { 1 . ( 07 1 --- w °. �<s , .. y : ' +� - +r1�11K r'lwls �A'. •t ar. /'+A' • • w� .++ Ir.+4rra^+R^',.�lM� r - �7r+ - e a eef: �_. ...uv a q : qtr .,,..,,,, r . �,�.. .; . �•.� 7 +� -- y � ► w f • .. — ^ -•. z y __ , _ , — • ... �. v - .a .� ��Y . r , �.. _ _ *rte +�. _ �... is. a ,_,. - - - - • , v �,l a .. ► .. • � • �� `'� T w � . f V� - . +�.- .. �.�1 � /'.P.'� • Z.s �.�.. -• ''. w•'.'�.+.�X. - . ✓ . . 1' •. � � ..- p ��• .1 � b � •i r�..,l�•r_ � ...�. • ♦ •I� ,.M�'•. ^ems � �� _� . ..•- 'J{y�r w-- �1- .wi� +, , ';♦..��` �.f'.�- .�M'�.wrMl"�1•*I�.�r• ' 1" ULL DEPTH BLOCK - - .�.� . . - - WALL WALL TO BEAR ON �IUDSILL w/ BETWEEN JOIST 7 7/16" SPAN RATED SHEATHING S SHEARWALL S SOLID JOIST. < < 0 0 24 /0 IrpN. w/2 OF 8d 4 3 " ATTACH BLOCK AS INDICATED BELOW PO' AT PANEL EDGES (1 W OF NAILS `�- ---- 2x6 P.T. SILL PLATE I INTO EACH STUD AHD SILL PLATE). A ANCHOR BOLT f f RAMING ANCHOR: • ' ' PANEL IS NQT US, P PER PLAN a • • ' ' FOR SW5. USE A35F O 16 o.c. - � �L = P"L EDGE w A SINGLE F GRADE F FOR SW6, USE A35F 0 12» o.c. A,NCI4OR BOLT B 4x6 AND ATTACH PAN TO BL 2 / ROWS OF 8d O 3 ox- EL EDGE G FOR SW7, USE A35F O 9" o.c. PER PLAN ( (2) 2x BOTTOM HOLDOWN PER PLAN � ���rw� 3 PLATES H ►a o o o O # 3x6 SILL PLATE -�-- -� 8" CONC. WALE _ _ " � � " ► #4 0 18" ox. SILL PLATE � � + + � � . � � 8 1 ROW INTO , , V VERICAL 4 O 18 O.c. � �• ♦ ♦ a a a a♦ a a a a a EACH PLATE • • \��\���' \ \� dio. x 12" LONG OR BOLT (2) AS SHOWN w/ • 0 00 2 2x2x3 / 16 TACK PLATE WASHERS INTERIOR SHLARWALl- DETAIL 1 0 1 a =11 — LATERAL RESTRAINT 3/4 00=If-00 1 • 00 t� l PANEL FRAMING DETAIL Qhmmilhi. ,•.r_o• r I ,= TSE ENGINEERING 12810 N.E. 178" ST. A Suile 101 Woodinville, WA 98072 -8702 1251 481-6601 •FAX: 481-6371 y . CI (�� c ANAL � ExriaEs W20/04 project title, LAN #1104 TSE 3951 s eet title: STRUCTURAL NOTES AND DETAILS revisions: RECEIVED f JTY OF TUKWII t. JUN 3 0 2004 PERI CENTEI. designer: KR draw KR checked: TLP dat e: 12/26/02 scale: AS NOTED file: 3951 -3 sheet T S E -- 3 1 1� 1 w { 1 . ( 07 1 --- w °. �<s , .. y : ' +� - +r1�11K r'lwls �A'. •t ar. /'+A' • • w� .++ Ir.+4rra^+R^',.�lM� r - �7r+ - e a eef: �_. ...uv a q : qtr .,,..,,,, r . �,�.. .; . �•.� 7 +� -- y � ► w f • .. — ^ -•. z y __ , _ , — • ... �. v - .a .� ��Y . r , �.. _ _ *rte +�. _ �... is. a ,_,. - - - - • , v �,l a .. ► .. • � • �� `'� T w � . f V� - . +�.- .. �.�1 � /'.P.'� • Z.s �.�.. -• ''. w•'.'�.+.�X. - . ✓ . . 1' •. � � ..- p ��• .1 � b � •i r�..,l�•r_ � ...�. • ♦ •I� ,.M�'•. ^ems � �� _� . ..•- 'J{y�r w-- �1- .wi� +, , ';♦..��` �.f'.�- .�M'�.wrMl"�1•*I�.�r• ' f . r • ( �- w r •r♦•�•_ •.••••rw ._ •.•••._ •rMwr_. •.. ••r �• •-•• w ••• •�N••_�..!••.•• ^.'•••.•.wrrN�+• ••tea••• . • •• • •• .• •• •.•r• .•�•• •. • . • . . ► . ♦ • « . • • •• • . . ^-'•fir r l • •fir M �•.� �•�'�•�M `�.� • ��, , � y��� y �•• ~�Li.••�1f�� M�•ir� y '•�— .. • I •/•~r —XV •� •.rr�..• ; • •rte• ti•_�. v 1J� M (rye 1 1 l • I GP -.4 - 3 G ._. ._...._. -. r7j • te A OL Ind I ro ION A t 1 1 w ` LA f7_dv9C -J taw It 101. 6 . r ! •. �w.•r ••r +rte � ..* yam, ••nor• • f •••••_•••.� - rwywr_.r•_ •.•�..._ .•.. . . r . r � I'• ~ ',' � ' t _d�, • •_� V .�- r• ./ .. ••� ' •'�� • • :� � .. A. • •mow -..• ir. r.w � � _ ' - n .. .. .. + s k ,_�. �:�.�� . �-' �►. _ '1 •r� -t - I••rr �.•aNc� �T IF ov T i jJ .., ; 4. x/. o ' r L. So tic. �<<��� • - , . - 1� . , 6 A) All S WI . I f ALL lilt A FT- all �. � M� � alp c-r. �•i r • Ifs � - , . : • .�_..� ��Q � � �Tr . JJ Wook SWI � r w _ • ' I . • +r � ��w M t !I] AIN FL - F I A t• . •.•.. . �._ _ .... — - REVIEWED FM CO E* CO MPUMCE APPROV 1� NOV 2 3 200 or AL cit I dp Tuw1s mt BUILDING DMSION vi 5 r.. .- '•••...�•. +r _......- •.+.._...rrw.r•. -: __...... •••i +wrr_.•••wr. mow.._. ••...Aw.'�.. .w► �� ��'I.�MI��•.'I�: AA�� • i.Ti• Wit' • 4 �+! ..i/•• - .'•qi '^ 4p" 4•11• •Rr :.•#Y•�.'v lI : ";Au ''tr . - •rf'! .. / : 'AV• • ..V _ -rs •' _.,•i . i ... •. ,r•. r' + •Z is` _ -- . - - r► } � T , - _ �'�'_" - - ... „ r , �L.. _ . - - - ^^_.►' _••• - - q.. s p�• Si ._''• ... , !, _ y ; v t I. �• j 1 1 / , ­ , 4Tv) 1 `%w ■ A i , c� I' 11 3 S Y• f' ,3I w •�+ �r L m 1. 1 • ?Y .Y � 1 3 UPPE11 Lot) h- ijLAN REVIEWED FOR CODE COMPLIANCE Ap APPROVED NOV 2 8 200 OW Of Tukwila \� BUILDING DYVISION r w, 0 • F '►f� w" .d • - w •-. • rr — :a . . - ; .. _ �- . . , � , » � .. .'�I!.i . ' . . ., _ _ , �.a,_ . z .. � « - � _. - .. yT.*c R..�.. � ., �y� ' r. �[ .R �t ��► - !� I:J•i/•LT *".i.�ilfY�r - .•l R T ♦C .. .iM+ » - � - ., "� ..- ....�►. _ _.r -_... Y►•.. ...• .- ...r..n.- .�t.i..►�.T- � .:.••s _.rj.._.......1.�'...t�..r _ _� _ �' � :...... "'..tea. .�.....,.�_ - � ... _►__ .._... .�•.+...a••.;i ».2. - u - - ..... .... ••u. ... - - - .. �r .. � ..� _ _ - . _ _ .. .�._ .. ... .._ .. � ..« T'1w. l:•;.i..• .•� '!'F.fM Gi.i�1� +"Y� ^�'l�l�� • ... .....'' - _ ._ _ ter• • • lip � TSE 3 4 ,IF_f_jb6 - lot _ _ ... ni • N • .•N • .. ... _r_..w w �__ • \ f • . • = I i • •• -}� , • . ' � 11 � � • � .- t N. t _ .. K.,. .•L .. ' ,,' . • 0 TT7 me 1101 sommil m I 4, 10 CL .......... #--. I t 4 Ar Poe 1 1rPF 100 L..j -low as �. • .•...rr...•. -+n... ..•.... t .�.. �.. • / .� j r. 77,4 r, J a tA )P A- IZO,*F A ff,9,4ry 12 6,044A4 IrA_ J AJ I of& FCC 04,1-L Pe k- L604 ,F& ,� �.p s _ i It REVLeo FOR CODE PLLAM�F APPRO NOV 2 or BUIL D;VIS.IO vp • At • • lip � TSE 3 4 ,IF_f_jb6 - lot _ _ ... ni • N • .•N • .. ... _r_..w w �__ • \ f • . • = I i • •• -}� , • . ' � 11 � � • � .- t N. t _ .. K.,. .•L .. ' ,,' . • 0 TT7 me 1101 sommil m I 4, 10 CL .......... #--. I t 4 Ar Poe 1 1rPF 100 L..j -low as �. • .•...rr...•. -+n... ..•.... t .�.. �.. • / .� j r. 77,4 r, J a tA )P A- IZO,*F A ff,9,4ry 12 6,044A4 IrA_ J AJ I of& FCC 04,1-L Pe k- L604 ,F& ,� �.p s _ i It REVLeo FOR CODE PLLAM�F APPRO NOV 2 or BUIL D;VIS.IO vp • At r ' Y^1 i i CRANE DESIGN, inc. Reserves All Legal Righte To MAtert8l On 1h1e Sleet Subj '10 Criminal r- roeomm.cution 0 M L U o h uo • o O 1J� � NCO IQIM JOI -•- --;RIM JOIST � �► '' MIN.' 1/16 A P.A RATM 2X6 STUDS - 9NE A T N IN�s • - -.. - 145 • Ig • O . .- - h'' i : y:�' i�L�► i � ;+�� '� /t3' V i �►. � '� � � 3/4 FLY. g -I1' OR O S.R. 3/4 1 4G PLY. S H T. OR 0.8.5. • MCHOR ESOL TS (3/16 X ?' X v ' WASWEIU 4 WILT SW A t 1A u of ihd A I?' O C �_..�.. P- 30 GATT INS Ibd * e' O C - -- --•-- R- 30 INS ----- --�x�: bluos • Ib O.C. Al.. a t • I • t i I i , j- i , • i I i 13E PIOt LFBU TNAN 1 DCQLw I o •• ' � - 2x4' P.'1•. MUDSIL.L W/ 1/?' DIA. x 10' . cU/ /` pIAMEtEI'� (4•3 /8 FROM FOR E.A. .� • �. , / •N la.� • O.C. MAX, --•- rLnc .In18► hf~R Fes!_AN �___.._ rLOOR JOIST MR fl -AN I¢+d • d O.C. 3/Ib x ? >C 1 UJASt -IER • 6 -tt� o.c. l "E30LT 50"R APB NOT MoRS TN�MI E SWALL BE NOT LESS THAN 1 1.3OLT PIAMEILR5 (3 -1/2') FRCI"i ' FROM THE ENDS OF EA, IL u ICORNER 4 r 10 MORE NAN 12 FW)M THE END$ OF EACH INDIVi , MR �,4 SI1.•i. � � � O k v • • INDIVIDUAL 1rOUNDATION SILL. PLATE A MIN. V E1" BRoMENI' PLAN, MiN. EMBEpMENT 1 .e 1 2.4 � 5 , o �z 8d h O.C' FACN _ 1/? VIA. x Im, A.B. W/ 3/16 X 1 X 2 � b �C. MAX. 3 F!�OUlw3) �11ASHER • b - m MA><. OCA 15MT Roar S /S' C IA. x 10' �► . W/ 3/Ib' >c ?' X Z' l h • '� GON T. F4R EA. 1 4* CaC. 81.AFS OVER � � ' • ' v $HALL BE NOT LESS THAN - 1 SOL. WHERE 93RICK WASHER • 4 - AX. 4 BOLT $ NAL 14 OF WALL 4 COMPACTED FILL W/ ,, d TILE DI TERS (3- -1/?') CRIER V T a THAN 1 BMT DIAMETERS 6xb - 1112.1 x .1 W1um. iN SLAB. r � PERF. DRN. vEN. PROVIDE EsE NOT LESS �t NOT MO THAN i FRO11h THE _ R t NOT MORE THAN 4 CO N C . BL.A� OVER 4 G�RA L SET IN GGRAVEL Np9 OF EACH IND�VIC�UAI. S LIP b UNDER 1 �4 3/8 FROM C -01��E FILL W1 �6xb U&I x W2.1 W�=t11'1. IN SLAe3. F I NISH • ;• E 1? FROM THE ENpB OF FACN iNDIVIDUAL 0 ATION SILL PLATE, MIN, JOIST GRADE �p FOWPATION SILL PLATE, MIN. - � +GRADE dD I � � GRADE • ' EMBEDME ; / ?xb' P.T. MUD SILL - , DMENT / ?x6' P.T. MUI�SILL ... - ...... .. .�� « 4 CONT. RE / - r • . ,- .. . � � •: ? }�ICsip INSUL•AT ION 1R -10) , X 1 - BAi2 (I) - •4 CONT. RE15AR FOR EA. ' 24 MIN. CE>cTI�,IpEa *•--- a I4 OF STEMWALL. Q 10 OF STEM WALL i� 4 VERT. WAR • IS', o c. ; . i i°OLYSTYRENE) {b MIL. VISMEEN �6 h11L. VIS .TEEN w F; w 0 VAPOR BARRIER(BLACK) 0 �. VAPOR DARRIEi2 - dp M t� 'MIN. 12 EARTH Rn CLEAR BEAM 1 O _ - r .� 8L - AGK) " IB' CLEAR BOTTOM OF JOIST » • _ = a . 6 . ( ?)- «4 CONT. REE3Ai2 4 B 4 �'� , • l REFSAR - WORIZ. • 10' O C. 0 '3' MIN 'TO EAR1H - _ 3' MIN. - �- " r .` t. T w USE 0 4 DIA. (VERY.) --•- ? - #4 C(71�IT. REB _ -•-- DOOR FRONTS WiTH NOT LESS r Fig • « 3' •4 CONY. REE3AR - Z *4 CONT. REBAR r•r ."' } THAN (1) 5 . /8x10' A.B BAR 113 O.C. S 6 _ Nr 16, O.C. (VE RT.) 8 �' , '# . J - PLATES •SHEAR WALL OvER :, l - •4 REBAI? ,2 .2' WIDE _ ,. - r , ... .� t CONTINUOUS , � ,� ti R " TYf= G � ACS FOUN ATiON _ T• TY�. ONE ToR�r FouN�AT ON Tyr -- . TWO 5TORY FOUND I ON � ; 2 ,. .... .--,.; t 7x6 v P T. P'1UDSiLL W/ 3/8 VIA ' -I ANh 'AIL 5 t t -0 OC. W1 3x 16' X X ?• --- -_" WA"R) 4 BOLT SMALL IM NOT _ M THAN 3 I/2' INTO THE REQUIRED STAIR P • LESS TWAN 1 �_T DIAi"IETERS a .1. HANDRAIL5 SHOULD NOT PROJECT ORE ATTIC 1/FNTILATION I/ x3 OR 1/ 30+0 OF Si�ACE - WIDTH 4 SHOULD HAVE A SPACE OF NOT LESS THAN 1 112' DETUJEEN THE MALL a Y .- SEE PLANS s �4 -3/S') FROM R AND NOT L X; _ • Nk ► WAN IZ' FROM TM Y THE HANDRAIL. - � � ENDS OF EACH INDIVIDUAL ' ` • '• ' .. 1~OR F�iNG GONSt. SEE F�.�V`'11NC�r `r''i~ AN _ . ..... _ .. , F��AT ION SILL PLATE .. • HOUL D NOT LSE LESS Ti4AN 1 1/4' 012 ...N � ELEVA W/ M� 1/Ib' �.'A RA1 �: 4. - � x O TION OF HANDRAILS S :{ ' x MIN. �t' �. THE NANDGRIP P OR TION 15MATWNG LHO' l'/ S' -0' PANEL LENGTH . i 5 S DIMENSION ION. � .l: i-P PERP TO PIFWC•r ON OF FRAM1Wi --' � t) •4 CONT FOR EAC1�i 10" OF WALL ; Ir'10RE THAN 2 . N GROS 5E � � � .. . r v . r> ALTEWATZ PANEL WO JOINTS 8Y : , _ ,r•--'-TWERMAL BREAK ; 4ALF PANEL LENGTH "LL.I.. ad • b'o,c 3. HANDRAILS SHOULD HAVE TRIER ENDS RETURNED OR SHOULD TERMINATE IN ` .4' CONC. SLAB OVER PERI3 . _. TEIQ ALL �R ....� i°At�EL �' �'� - 4' GRAVEL FiLL U!/ EC�GE.� l?'o.c. •FIELD T1rP: AL UNO SL A B xb - it 2.1 x 0.1 WO.M. IN A !NEWEL POSTS OR SAFETY .TERMINALS. �. .jo FELT A136VE - TYP1C,. j L 1N0. ,. `••- ,,•�'� ..L B FIRE BLOCKING AL ta,[�1 -.*R (3•dFEI i' af"AGE 1 0 i�>C T �lvp • • • '' .�,, ,�'� 1 '.:'' . wvE i 4&xoea SON. • ; _ Y 1. PROvipE FIRE E3LOCKING IN CONCEALED SPACES E3E tIUEEN S rAIR 91 RiNC�ERS _t. • 6 24 . BOTTOM of THE RUN BETWEEN STUDS ALONG LINE UlITH THE \, -• - -- - - - ---- SIPIFSCIA HzB HURR ICANE 11155 � AT THE TOP �. < .:� 1 , • I. _ 2' ••0 e.r... �R 1 41 s a ••o e7,c. TTP. UNC.� _ : :, + �--R 10 RIGID INS, • PERIMETER TN TAI S IF TI-115 WALL UNDER THE STAIRS IS UNFIN SHED. RUN OF E S R .. _ ?x 13IRD BLOCKS Wl .. REEN TOE 1441:. L (Z ) *d EA END 1O 1'�Ig5► OR RAFTER 1• ;'P• LINE _..__. •_4 FLO - \ �MWVIVF_ CONt �! C. Root! SWEATNiNCr t NAIL Ws • 6'o,c. MAX. {I•' g' I t�' �. NOTE .0 •ATTIC INSULAT ION ~ •4 VERT. * 16'o�c. U1/ ,.. OPENINGS BETUEN IL.INGS SHAL.I- R -38 :*ALT. NOOKS BE LESS THAN 4' TRtAN�'iUL.AR N%4 . .. '- 1x8 Rte. CEDAR FASCIA W/ CONY. • =-=-�- (7HERhtAx '..' CLGr. i.INE - OPEN� BY THE RISER W1 E -HTL. GUTTER Rk I � A' A W/ EG�,iI . R•vALU Z - 0 4 CONT. MBAR � � YVE TREAD, Bo T ELEME FLOC.7l2 JOIS TO ESE USED It x 4 6E C�U,ARDRAIL a STAIR SHALL BE LESS . ATTICS I�MERE ' DI3L. TOP PLATE • DMP U A IVCE R THAN 6 0 es ,lOI ST CLEARANCE NOT O.N. PER PLAN �r • DBL. ,e TYF. O ps AVAIL. FOR 8AT tJ � HE ADER - PER PLAN A� LEDGER r 1/7' GM ( TYP.) • WNDOW -PER PLAN • . r , 3 _ Y NOV � MIN. ? /3Z T ICs l,N , AY N.O. - EXT. WA M WALLS - Zx6 STUDS • 16 OZ. .... _.._ t�ERL PENT U D 4 NANDRA 1L GLUE NAIL.NG OVER R 13ATT H5U1_. W/ VAPOR 13ARlRtER 1W OR ( lop • b' oic EDGES MIN. 1/16 APA RATED "ATi4H s (SEE PLAN FOR .... r RAILING g' 4 BLOCKING, i0 O.C. NAILINC"s i SIPING) NSTAL L 1BUILDN 3 PAPER OR ♦ � r ' • FIELD • TYF"a ID. 3 2 1I6 ' FELT ISET�l1�?EN Sil?NG 1 WALL SHEATHING TYPICAL. ID MIN. R -30 GATT INS. W/ V•IS. AL EXTERIOR WALLS. LS. �� , ,C • Zxl? BrRNCsERS NOT TO EXCEED 24' O.C. , _ p R -21 BATT INSULATION OR Zx BOTTOtl PLATE )C S/8 TYPE X Cs1.13. OR SUBMITTAL a L �q Q (2) LAYERS S /S' TYPE ' Zx RiM JOIST PER PLAN GIU.5. IF STRi1JGER t • USE ST ?Z �IO� ?IZ. • BM. TO (11W OF T1 IK1Mt A l3PACING IS MORE THAN P.T. 2x SILL PLATE - 4 -- - -_ • _ ----- 8M. SPICE. (TA 4 FINISH) - - -_ _ Ib o.c• FE 2x6' CLEAT (EA, SIDE) •�uI X 'FO!•NDATiON NOTES ' _ - 6EE 1/SI 1rOR T Y P CAL P03 I T I vE / C?R S iMPSON M T L TIE Z CONNECTION (PC TYPE) FLOOR JOIST , ' _ - -- - . - -- MR PLAN __ .... rt io --- CLOSE OR S TORAGE . _ .� �. .. '� TREATED •� r , CMRR ELEVA ED P rT e ' V.�EARTH rn E3E L OU) STAIR - I. - �-- KICK PLATE NOTES: I ALL EXTERIOR WALED TO '%� C.ON31 t�,� i c:O - • _ ,y , ---__ +'901 =FL,.1 ' . IN ,'tCCOIQD A -9 W/ THE : N• FIROV I S IONS PER _ • . 2320 UBG T NF V MS AS SPECIFIED _ � _ - ._. ' _.-•-=� .._.._ - -_ POST SASE - J FURi ON 3W . FLOOR JOI •. NER - -. T 63. - •---- ._.. ��f� - TYPE ANCHOR w 1 _..• F r IN •• i ' 1 .• .. _.........�• ... s_ .. • w DATE MA iN FLOOR LIN . • . .. 114 T ERR WAt• -L• ,� 13E .... �. - �_ • � 11 rx Ir _ , \ "__ GRACE f CONSTRLIGTION . ' ,..4... .:. {.Er _ ' 0 ZW4 _ _ w Pi• UMISING 16 ,��GE ''ARA'i !ON �_ _.. _ __.� juvi CONC. P IER -PEi� PLAN fit POW C 1 t i • DRAYVN: \- .-k MIL 'V 13CMEN QSL ACK ONLY TYF, WALL SECTION ~ STAIR S • � r , OCON TRAC TOR NOTE: All D imend tone 11 E3e Checked And ver i fied rr T or To Cone trus t i on. To Reorder Plans If 811AP42 -36 P 8 BEAM _(-4� 1 4 F COPTRK+HTO 2002 CRANE DESIGN, Inc. SHEET 15I PLAN t*XSER: s • • - .... .•• r••••1';r _ J•' -'P w-.r AY " 'T � -, w v v _'. +'• �' .1/M' • • ,/•. v +. IL.•^rM•r• •,... Ad. ••. .,�._ .,J�N..{r� M� mow-+ ..•�'.'_ -.� / -�•��• .�•i .�"�Y T•�•L '"mow . �!.• .{T;•� '14'•y � 11 �•�►t'•'_... _./ "•. �•..^ - Y A• -. a•I - ws"' - Tf' Y_. � _ • y �r_�.. ,�' IT ._- • -.1.. _ �. �...*,,:,��.w•_. .`.._.. _.• .{.�..+�._1 _r. �.'. '•__.•�..�.�•S rte. •J.�..a. .v _ �.�r � '�•��~'�- - .• ..T.y v •. _ -• _ -' _ _. _ ._ .- -_« ... r r P 8 BEAM _(-4� 1 4 F COPTRK+HTO 2002 CRANE DESIGN, Inc. SHEET 15I PLAN t*XSER: s • • - .... .•• r••••1';r _ J•' -'P w-.r AY " 'T � -, w v v _'. +'• �' .1/M' • • ,/•. v +. IL.•^rM•r• •,... Ad. �1 • 1 CRANE DESIGN, Inc. Reserves All Legal Rights To Material On This Sheet - Subject To Criminal Prosecution w i .1 r i 1 1 4 f i • 1 i i Y + • ri To Reorder Plans 1( 811)642 -36 15 r E coPTRIGCNrQ 2002 CRANE DESIGN Inc. SHEET � 2 OF PLAN NUMBER: 1 t TOP PLA1E5 4' BRICK VENEER MIN. 1 /16' APA RATED SWEATHING U.N.O. I' ' _1� -- W/ T YAK, 30 FELT OR SIM. APPROVED GARAGE DOOR HEADER - STEEL LEVER - VArOR BARRIER OVER TOP OF StEM WALL 15EYOND PER PLAN L b' x 3 V2 x S /Ib' A36 • �' EX TEND 6' BEYOND WAR ON •4 COMPACTED FILL. � Zxb STUD WALL �• 4� CONK. BLAIS ON C NINO TO . �� VENEVENEER 4 IV' C W, STEM li ?' � SOLE PLATE NAILED W1 16d • 8' O.C. DRIVEWAY PER BOLT THRl1 WALL, FOR b' - v' OR l.Ebs LE DGER AND IN - SPANS CAN 1185: STAC< EREO, PROVIDE BLOCKING CONTRACTOR... n CONTRACTO, THICKENED EDGE HEADIER • 3' IN �. s'x 3 111 x I14' - ---• -- +� RIM JOIST "• FROM EACH END = RIM t FLOOR JOISTS AS PER PLAN • OF•'E 3 r WALL + PLY. SPLICE SHMILD BREA ON VENEER _ BEN N� VENEER BEYOND ____' • '° � ---- -- --- COMMON MEMBER r- _._____ _ - , . fop - - • ---- -- Bd • 4' O.C. • SOLE PLATE, RIM ..... • JOIST i TOP PLATE •d • ib' v.c. • , , � ► � . _. i .. • ' CONTINUOUS FOOTING - r . -015L TOP PLATES DRAIN i�TE�I.. ' j ' • REST ON 10MCK C • � Mtls,. ul•1 �..._ CONTINUOUS FOOTING MORTAR JOINT -- - 2x6 STUD WALL 2 '04 CONT, REBAR - PER PLAN VC �R OR tt:G� "ICe�J . +O. 'ENtPk3 IMCK ` ER GATT INSULATION (TYP ELEVATION v1EW - 5/8 x IO A.3- • 36' O.C. W1 3/16 • x 2' x 2' WASHER (SOLT WALL. BE NOT LESS T14AN l BOLT DIAMTER9 TNT EN'DS� AG�H�I � TIC71�1 S�LL PL�A�TE � � - ��Y;.�'.- -�,�i� - R O PE NING ' 2x6 P.T. OF. MUDSILI.- - G - . r GRADE 07 REFS R CON T. HORIZ. 10 'o�C. , 4 VE RT. • 16 o.c 2xb FIBBED WALL OR 2 x 4' STUDS W/ .� .. ,._... 7.' - •.� ,�- • a: - . . IIRT, TIED U1�' R" OR FoWDa+noN DETAiL _ "AM 41 Alm GAP we I wEEN 51 UD3 16 2 TIES • 8 W/ R - 21 INBUL. '�; ALTERNATE +4OOIC3 •�� - •..'� _ y :. METAL ..:6 10 - - ' y - .. T.• r « . - � f` ,:,• .. : - • •• - . !iY ] ID .7, `V,�TED • N �• , • � • CORE VER TICAL. -- 4' CONC. SL.A13 U!/ 6x6 - W2.1 x U12.1 W.W1" 1. ON 4' GRAVEL . FILL. t • : `�. - 4 • x • x 4 5/8' D I A, . x I0' • - 8 x l3RIC�C ` • ` .�.- r DOLT in 36' O,C. - "9 GA - "PE TIES IN � 4 •� • �._- -- -- -- THERMAL BREAK R -10 RIGID INSULATION • . , W/ 2x4 P.T. - BED - JOINTS i ,ACCR09S , • =*" - Mt1DSILL • CORE • tom. t�PACtN1Ca [] - •C i PER 12' -OF DIMENSION IN EACH . - --- -- 2 - "4 D I A. CON T. 3' UP - 3' IN _ t�1l�CT ION f?'o,c. VERTICAL. 10 15' r NOTE. SOIL l3ACKFILL ON EXTERIOR SHALL ____. f. • : ..: _ � :�:. COL:' MN AT ENTRY' (MAY v - _ NOT EXCEED A WEIGHT GREATER THAN r _ � • ' �� � � - �►RY 30' ASV. TOP OF $L.AS AT INTERIOR SEE PLANS) FLOOR ELEv. � UNLESS ENGINEERED WALL 1 ' I - CONT. DfA. ONT. 3' UP '. D D DETAILS FlzovIDE. y FOUNIDATION RETAINING WALL 22W STUDS NOT TO EXCEED 24' O.C. IS T4 4 -0 HICsiN W/ PO LL 5 "EAfR WAL FTG. � 2x46 aYUM NOT TO EXCEEp 1&0 O.C. WA � '� } • SEAL WIT" 7 "LL TIES SHALL, BE • GCnRRDSION !"�J�9T,av� t AND IF ?RIM OR MAX SWEET METAL., SHALL HAVE A MN. TN1Css CAU REVI X IN. 30 (NO. 22 aALV�IIZRD � ) by 3,�4• ,• DE FOR OR r of u11RE - OWA L'. AAVe A MIN. DiA OF vi4e IN, (No. j - CODE COMPLIA NCE • - . _ • 13AL GAGE). WAIL tIE� SHALL BE SPACED As TO SUI°r- R 1' NOT 1110RE T 14AN 2 SG. ' =T: t� U AL.•L• =A WT sHALI NOT , APPLq L1 .a. • . �10RE THAN 14' Old CE:rTEI1R 1- �OR12. IUALL. TIES S�•��ti_! !•�s1% '� .. ILIP OR HOOK ON THE EXTENDED LEG THAT OLL F.,- :sACIE OR - EN Cl 08E A HORIZONTAL JoMdT RE Mom HAVING A NOV 2 3 VIA of e.t4s 19 (NO.9 1 511). GAGe) OR E G�UIV. TH'& JOIN 2004 A- _ REIt�ORCEMENT SN,AL.L BE ti.ONT. OTN BUTT -eft. ' •;EB BE11tE Ety TiEE PEf�P11TTIED. -VED PAPER r�1,• 8 4ALL ft. •`p180 , CONTINUOUS HEADER OR w OVER THE BTHiPkk3. A112 :� ''AC LE WALL 8E E OF AT r4 • _ E 5T6 ?36 •JOINT (NDR AS MAINTAINED METWEEN THE Fw% Af THE VENEER SPOT PER PLAN) E3EDDIN5 AT ALL. TIES St4AI•L. OF OF CET MORTAR City Of TU Sib' VIA, x rm• --2xb s• UZ4 • W e oc. • 3 !rCR kWila hlt,ll_ COLUMN CAP • L ION A.B. • 40 O 13UILD DI VISION ?x� • I � z sioRY HEADER CCyN�IECTION 3 STORY � I (WWF-IRE PLYWOOD � 4 C)NC. SLAT! OVE 4' � _ .. FL1�►3N��J� F OR SIZE �-- - USE 5/8' VIA, x 10' GRAM. FILL W/ 6X6 - 1U2.1 SY STEM WOOD JOIST SEE PLAN • =_ _ • � F MOLT , 32• O.C. x W2,1 WAI.M. M SLAB + 3!6' VIA B,". i(2) 2x6 i W/ 2x4 P.T. MUDSILL � 1• : . TR UEEf HO,, ST6236 TIE SAPS CENTER ON JOINTS � •� CSC. NAIL FLLL1' • : • , ` . • �-. rRAUL 'FACE OR BASEMENT ?xb STUDS • rb' Q.C. • - ;• ;' .• � - , I_..._ . • � • .: •.� 6 MIL. viS011EEN W1 1' SAND � PLANS ' �A35 c IPg •BASE - � � ,• - � OVER • LIVING AREAa YPIC� .: a P1 �� •. MIN. I/** APA RATED -•--�� - • �. • 2 - •4 VIA. 3' UP � A S�•�EAT1-IING NAILED 8d 0,4@04.\ 2 OR 3' DOJ T; ; ►:.' (EDGES) 1 a' o.c�FIELD 1 _ ---- ---•- CR'll°F'LES NAILED SNUG UP . ALL eD�sES BLOCKED UNDO. ...r TO POST W/ Ibd • 4' oc. - n ? xb SME PLAT! NAIlRE INTE BEARING WALL ON E5LAE3 , W Ibd • 4' oz. St,d►GGrERED t� ^ \ 7 TO 19 ,T p�tT �7E •CONTRAC TOR NOTE All D 1m ene lone Shall Fie Checked And ver i fied Prior To Cone truc t ion. .� . _ - .. _ _ ... .. r �r...�_. �._._._......s..- .... _ _ ..._ ._ .._. -. _ .r..... ..... .. ,. r� 1 • Y • . -.: r r �, .. N .« ,r... ` •wc' •. y T. _r• a . ••...,- -..a yr _ •i.w+. Ar.. _ Gal New womamenow-4 1 no . . . ` •�Y ♦ r t• y •!� ►� ' ti '- � .:'�.1r Y .. r.. ,.fit.. .y'. 1.. .�t SEC PV. L L N 4 � `� i � O 3 I t ' G • r S �o cc ST� co {{J 2Y D ATE • REV. ■DRAWN: V • '!"' C'"''► 1►? j'' Irh1 .I!w►�"�ry".�1!'w�'�`•�•� lip W"' l'' T• K" "!'�!y`1q!�t'"....r,�T...•.MA �R'''�IIIItT't Alwl� . CR ANE pEgiGN Inc. Reeer vae All Lam,, A i Klghte SUbject to C;r imina I E'r•aeeoc � �,� L. Flo .., • '• .._ _ 6 . T su C TUR AL NOTE I. CRAWL SPACE VENTILAT ION, MINIMUM NE t AREA, 1 $O, FT. FOR EACH 150 60, FT, OF FLOOR AREA. i• DESIGN LOADS (VEIRII~Y SNOW LOAM PER AFEA) OPENINGS TO DF PLACED AS CLOSE TO COR BIERS AS PRACTICAL 0 8' AAA'T' FiQOM ANY HOLD DOM) AND fANA r-ROVIDF CROSS VFNTIL_ATiON ON AT I_FAgT TWO OPPOSITE SIDPS A. POOP LIVE LOAD 25 iDSP (TOTAL LOAD 31 PSF)(W /•rll_E 45 PSF) 15. FLOOR L IVE LOAD 40 PSF (TOTAL LOAD 60 PSF) 2. CRAWL ;SPACE, UNOBSTRUCIED ACCESS, MIN. 18•x24•. C. SEISMIC ZONE 3, VoO.14W D. WIND LOAD 22 1 3. ATTIC VENTILATION, 1/152 OF ATTIC AREA OR 1/300 IF 1/2 IS IN SOFF!T AND 1/2 Is 3' ABOVE PLATE F.• SOIL 45EAIRING CAPACIT'T' 1000 PSF ASSUMSD. • SOIL REPORT "O'D ON ANY GQU TI Eg ONABLL= . LINE. ,` SOIL. . 1 • • 4. ATTIC ACCESS MIN, 22'x30' WITH MIN. 30' HEADROOM, UNOBS rRUCTED, READILY ACCESSIBLE M ?. POUNDATION3 OI�ENING. A. 45SUMED MAX SOIL BEARING CAPACITY 1000 PSF UNDISTURBED CULT. 5. IN ROOMS NO PIROYIDED UJITH AN OPERABLE WINDOW OF 1.5 600 :T. OR GREATER, A MECHANICAL E5. POUR FOUNDATIONS ONLY ON UNDISTURBED SOIL.. (VERIFY) . • MMO 95x VENT il_AT ION 3Y" "STEM, CAPABLE OF PROVIDING INCA 5 AIR CNANC�ES PEI? HOUR, SMALL BE PROVIDED. C. UNDER FLOOR SLABS COMPACT FILL t0 3. CONCRETE ro. VENT DRY "ER, BATH FANS, AND RANGES /OVENS TO THE OUTSIDE. Y A. PouNoATIONS AND FLOOR SLA13 CONCRETE SHAL.I_ ESE EQUAL TO (2500 PSI). MAX IMUM ' ~�. GARAGE AND HOUSE OCCUPANCY SEPARATION MIN. i HR. TAPED MP FINISHED. `, _ WATER TO CEMENT RATIO, 5••1/2 SACKS of CEMENT P-'ER CUBIC YARD OF CONCRETE AND r GARAGE AND 13ASF-MENT SUPPORTS TO BE i HR. (!� /8 TYPE X OR EQUAL) 6 - 3/4 GALLONS WATER PER 94 L F3. SACK OF CE M E NT - T - ME 2500 1'31 A 38t,lME D coMPRESR r VE +: ` STRENGTH AT 28 DAYS. ft SACK MIN /CU. YD, S. TILE FOR SHOWER SHALL BF 6' ABOVE FINISH FLOOR WITH WATER RESISTANT BACKING. k3. MINIMUM COVE � 4 R AGE OF STEEL, 15OTTOM, 2 SIDES, 1 - 1/2 WALLS. POR SOIL, SEE CODE • • WHERE SOIL NO PROBLEM. 4 - • 9. ALL WATER CLOSETS TO 4•••IAVE 30 MIN CLEARANCE SIDE TO SIDE. 2 4' MIN. CLEARRANCE * FRONT. M C• EQUIVALENT FLUID PRESSURE, MIN. 35 PER CUBIC FOOT '• � 1 10• EGRESS IN EVERY SLEEPIW.:s ROOM SHALL HAVE A MINIMUM NET CL EAR OPENING OF 5.1 60. FT. THE MIN. NET CLEAR OPENING HEIGHT DIMENSION SHALL E Z N T REINFORCING: STEEL " t3 4' MIN., NE CLEAR OPENING U11C�TN ..... � , � ... � ¢ '' • !DIMENSION OF 20'. f3OTTOM OF OPENING: SHALL NOT BE MORE THAN 44 ABOVE FLOOR. . .r4. ALL REINFORCING STEEL SHALL. BE DEFOR TED, INTERMEDIATE GRADE, BILLET STEEL - ' ARTM A615-12 GRADE 40, NEW, GLEAN AND FREE OF DIRT. 11 . FIREPLACE CODE COMPLIANCE PER UBC, CHAPTER 31 -B, AND LOCAL BUILDiNG DEPT. ALSO B. SPLICER , WHERE LOCATEp AND APPROVED SHALL. BE A MINIMUM OF 12 INCHES (2500 PSI) REBAR AS PER SEC. 3102. ' OR 30 15AR DIAMETER (CONC. * 2000 PSI 40 Dl A•) .` 12. HEARTH EXTENal01J5 -• HEARTH SHALL EXTEND AT LEAST 16' FROt'1 THE FRONT 01=, MD' AT LEAST �� �' .. , � � � - .D WELaEa WI � C. ALL REINFORCING SHALL. BE TIGHTLY TIED AND . - SUPPORTED DURING CON STRUCTION. " � ' .• RE MFFSW SMALL B A5 F rM -A185. h .8 13EYOND, EACH SIVE OF THE FIRE PLACE OPENING. WHERE THE FIREPLACE OPENING IS 6 30. FT. OR LARGER, THE HEAR TH EXI'EN510N SHALL EXTEND AT LEAST 20' IN FRONT OF AND AT LEAST K f r 5. WOOD r • 12' BEYOND, EACH SIDE OF THE F1 - • , E RE PL AcE oPEN iNCs• CoNC, OR M..�gONRY MUST NOT BE 3UPPORTE0 ON WOOD FRAMING. r A. PER UMC SEC. 2 305 B. 14EADER6 /5EAMS - SEE PLANS 1 :-OR ALL SIZES AND SPECIES. 1 13. APPLICATION AND INSTALLATION OF iNSULATION AND VAPOR BARRIERS SHALL COMPLY WITH � ' -.THE 2001 STATE OF WASHINGTON ENEMY CODE. - . _ y .�. • � .'. - - • • C. SEE PLANS FO .. �� . ' � ' •" - - ' ` •• AL ._ R . R PLYWOOD. C. 24 U .. H SE 0�0, !3C STANDARD NO. 24--2 AND WASHINGTON STATE - • a 14. � GLAZING IN COMPLIANCE WiT 3AI=ET`r' GLASS LAW. XCEPTIONS ARE AS OUTLINED IN SEC. 2406, 1,:BC. ro. STRUCTURAL STEEL 1 - 15. GL.AZINr IN LOCATION SU15JECT TO HLIl`IAN IMPACT SUCH AS GLASS ON DOORS, GLAZIIJG WITHIN 24' , : .. ALL S T MCTURAL STEEL SHALL BE ASTM A36, NEW CLEAN AND F 1. ON EITHER SiDE OF A DOOR OPENING GLAZING CLOSER THAN IS' TO A FLO SH OWE R DO BE ASTM a53 GRADE B O A s THEE OF RUST. Pt�-'E COL. gI�ALI. . r. OR, OUiER OR$, R ��C%L•, A36 STEEL_. <AL_$C.) - ' AND TU15 ENCLOSURES SHALL SE EITHER TEMPERED GLASS, LAMINATED SAFETY GLASS, SMATTER RESISTANT PLASTIC, OR WiRE REINFORCED CLASS FOR SKYLIGHT. ­ STRUCT URAL 1=RAM1NG :• 1, _ 1h _ 6 i f NG GLASS D OOR S T L D L D R O BE SAFETY GLAZING, LAMINATED, OR TEMPERED GLASS. . A. PRAMi� TO BE IN COMPLIANCE WITH U15C SEC. 232P�• x ,a. B. B PROVIDE NAf L lNG 1N ACC ORDA N CE - ,. NCE WITH UBC SCHEDULE 23 -11 -B- i )�. !SHOWER ENCLOSURES 5HAL.L BE APPROVED? WIRE REINFORCED, TEMPERED Oi? LAMINATED Q 6AFETY GLASS OR SHATTER RESISTANT PLASTIC. - _ _ . �Th:UCTtFZAI •ENO: S ECS TAKE j " P K� PRECEDENCE OVER i~iiN: N AILIN G SCHEDULE AND OTHER r . GENERAL SPECS. 18. C. PROVIDE SOLID BLOCKI AT JOIST SUPPORTS AND BEARING PARTITIO Csl...�4zING WITHIN IS' of FLOOR OR LESS TO BE SAFETY GLASS. � : A Y , � • ^ � - . .. D. PROVIDE BRIDGING OR 15LOCKING AT Ml -S _ D PAN c ALL SPANS O VE R I0 PE E T. { . E. USE APPROVED JOIST HANGERS WHERE REQUIRED. IS. ALL EXTERIOR WALL. GLAZiNG SMALL BE DOUBLE GLAZED AND COMPLY WITH THE 200i , WASHINGTON STATE ENERGI CODE. F R OOF TRUSSES• SIZES TO E3E vERIFIED, DETAILED Alva FABRICATED BY TRUSS MANUFACTURER, iNgTALLAT1oN AND BRI SHAL BE PER MANUFACTURERS SPEC IFICATIONS AND 20. TREATED WOOD I WEATHER PER UBC SEC 2306. INSTRUCTIONS, ALL TRUSSES DESIGNED MUST BE BTAMfOED 15Y LIC. WA. STATE P.E. CARE MUST 1 TAKEN DURING: ERECTION 5Y EWILDER TO NOT OVE RLOAD TRUSSES WITH BUILDING MAT. •4 to ADEQUATELY BRACE TRUSSES. . 21. THig OFFICE A83Uh1E5 NO RESPONSIBILITY AS TO THE PHYSICAL CHARACTERISTICS OF THE BOIL, • . NOR DOES THIS OFFICE VERIFY THE ACCURACY OF THE EWGINEERING DATA SUPPLIED 6Y OTHERS S. STUN WALLS WHERE SOIL APPEARS TO BE CAF POOR QUALITY, A SOIL ENCs. REPORT SHOULD BE SUPPLIED � � � ' 15Y CLIENT. CRANE DESIGN HAS TAKEN EVERY' EFFORT TO ENSURE THE A=RAC1'" OF THE � IA. USE Zxb 1 -��'2. STUDS �►T 16 O.C. (?4 O.C. MAUC.) PER U95C 2320 W1 2x4` CON-ST' tJCTiON, . ATTACHED DRAWINGS, HOWEVER IT IS THE RESi°ONSIBILITY OF TWF CONTRACTOR TO CI - IECK AND l NOT TO EXCEED 16 O.C. W/ TI -FREE STORY STRUCTURE 2x6' STUDS MUST BE USED +� LoueST LEVEL -w/ VERIFY" ALL DIMENSIONS AND CONDITIONS PRIOR TO CONSTRUCTION. 6PACING NOT TO EXCEED I6' O.C. . 15. DOUmL.E TOP MATES SHALL. HAVE JOINTS STAGGEPED NOT LESS THAN 4 FEET. . 22. THE ATTACHED PLANS ARE THE PROPERTY OF CRANE DE81CaN, INC. ANY REPRODUCTION OF THESE MIN. NAILING OF S• * 48` MIN. LAPS EACH SINE OF JOINT U1 1I1&d • 12 O.C. PLANS WiLL VIOLATE COPYRIGHT LAUDS. THE HOLDER OF THESE DRAU11NGg MUST PAY A FEE FOR !BETWEEN PLATES FOR EXT. t INT. ;..ONO WALL (2 4 3 STORY BLDG.). THE USE OF THE MATERIAL T�IEREIN OR BE SUBJECT TO LEGAL ACTION BY CRANE DESIGN INC. S. ROOFING ENE N A. APPLY ROOFING 1N ACCORDANCE WITH SEC. 1503, . ENEF;;�GY NOTES PER 199 WA°SWIN61ON STATE ENFRGY CODE: B. PROVIDE ATT :C VENTILATioh ,/%s INDICATED ON RCor; I~RAMiNG FLANS. #SECT, 1505. r p,ovIDE AND MINIMUM ADDED INSULATION LEv5L OF R -313 * CEILINGS (R -30 * 2x12' VAULT) t' ^ RECEIVED .0 r D IAPN -"' CnTY OF Tl fKW�t A �R - . ' t ,ALL S f FLOORS OVER UNHEATED SPACES MINIMUM IS/ 32" � � . 0 R -10 At SEAS PERI 3 THIC 83 A. �► RA TED TaINXC UE 4 GROOVE SWEATWING WITH N JUN 3 ►"t ER, INSTALLED HOR IZONTALLY 24' UNcER SLAB, WHEN CONCRETE FLOURS * �" Q.C. AT SUPPORTED SH� THI l0d AILS . ARE WITHIN 12' OF GRADE. F R AMIN G EA N63 1°ANE� EDGES AND I0' O.C. AT INTERMEDIATE MEMBERS ( SEE ARCW. PLANS AND t OR GENERAL NOTES FOR REQ'S.). p�rT CENTE ALL 0PFNlW_.sa AND JOINTS iN EXTERIOR WALLS SHALL BE SEALED, cAULKim OR WEATHER STRIPPED � AT LIMIT AIR LEAKAGE. AN APPROVED VAPOR BARRIER S14AL.L 15E PROPERLY INSTALLED IN ROOF IN N L F --- �D E C OSEp RA TER SPACES, FORMED WHERE CEILINGS AiRE APPLIED DIRECTLY TO TPE UNDERSIDE OF ROOF L •, RAF1ERS, ALSO 114 EXtERiOR WALLS. I. USE 2,300 PSI CONCRETE SPECS AT 28 DAYS. 2000 PSI MAY ESE USSR 15UT APP R OVE , ) RECOMMENDED NI IHER STRENGTt4f INSTALLED .6 MIL MACK ViSQUEEN GROUND COVER, LAPPED 1' -0' AT JOINTS AND EXTENDED UP TO FOUNDATION WALL (REQUIRED AT ALL CRAWL SPACES). 2 • USE ASTM AG18 -60 OR ECAJAL GRADE 40 REMAR LAmm D 3+0' MIN. AT SPLICES, CORNERS ' 4 INTERSECTIONS. N OV � 3 • FIREI'LACEg SHALL BE i�ROYIpED WITH! 2,000 PSI CONCRETE, LAP 40' DIAME'"ER MIN. 2004 A TIGNTI Y 1"ITTiNG FLUE DAMPERS. •. FREAD II_*r ACCESSIBLE MANUAL OR AUTO CONTROLS. ' • I. THE TR�,IgS M�►NLIFACTUREIR gHAll PROvIC2E ALL DESIGN AND "INEEI'RIWG WITH WASHINGTON STA cit Of SNOWER5 5NAl_1-_ NAVE A FLOW CONTROL CAE V ICE TO LIMIT r-LOLU 10 MAX. CSI= 2.5 Gr-tl PER SHOWER P.E. STAMP ON IDESIC -qNS ER 01= TRUR8E8, THE l3UIl•C�ER SHALL 'TAKE . DURING E I CARE TO tkwiia T �� NFAb ADEQUATELY 'BRACE TRUSSES 4 ALSO NOT TO o vERL0�4D THEM UlITH EXC ESS BUILDINC�s f`1,4t RIA E WATER HFA rERS ARE REQUIRED To ME LABELED AS COMPLYING UP NAECA 1981 ELECTiQIC WATER d d � r .� o � % • u d .2 4- V. '4• .. .. f) I­ N u ... ,..... .. ; r F ~ ..49 . } , • It W 4 . �C? Cv � la" Z �'t3� ° = jAp. to LO � v m C cry L4! DATE: 1 REV.: DRAWN: SHEET C. O NF �; I t:" LOCATED IN UNi - IEA I hl. SPACES SUCH A5 GARAGES TO gE 1,JSTALLEL� ON AN PLAN NUMBf R: • N:"C� "�1i'RE3SIBLE INSULA * MIN. OF 18' ,4F30VE FLOOR C•xAS OR ELEC. (R- MIN. IF AAfIAL ��ip!2k #I •CONTRACTOR NOT A ll D Imene I one Sha Be Checked And Ver• i r l ed Prior To Construct To �, Re der Plana ICS��Xo42 -36�� �;Oi�'!'QIGNT 2001 C RAMP n1 :91PIM 1... ... ..f! �.�....�� r. �...��.�� ..ieldlLR..if/ri� 1�Ji.u]L•.. -• ...a�(r�. +..� �.�•: .`. psi.. :.i►.:.�.�1.•iii.f...�...r..... .''�..���.� ._. _ ....::Y.::�.J.'! . �►+ �`.: iM[' X" G...... I�::.:: r.::. d�. t. �'.,: �.. l: C: i�'::..:::; 1��if['. �i-. w.;. 3fa.'st. "..L....- ...a,X3�":i... . �.�...r.:�- ,._.._....._.. . ..... _ _.. -_. _. __ .- -. �:w - +;•.'t -.•, - r•..•i+ .,+N -r^ ...•.- ..- x'�a•.. �►�.w J.,+w►a =•r. «�„+�++�rx .....•�+Ir•' � •� .__ ., �� _ . 41 3 I .i i, I r • l ' i i i I I t s rr I i A 'Abe 1 CRANE DESIGN Inc. Reesrvse All Logel Rlghte To Materiel On Thle Shoot - Bub,Ject To Criminal Proeweutlon Ityu bo r• TAF3LE 23- 11 -8 -1 NAILING SGqEDU CONNECTION NAIL itJ I. Joist to sill or ! girder, toenail D_ 2. Br id In to j ol st o tome I I each end 3 V x b' (25 mm x I32 mm) •ubrloor or less to each - • jo f nail 2-ad 4. Wid er than I' x b' (25m x 152mm) subf loon to eac J olt, Face no I I - 8d 5• 2' (51mm) subrloor to j oist or Irder, blind oand race nail 2.0 l6d 6. Sole plate to Joist or blocking, t ical race mail 16d at 16' (406mm) O.C. Sole lets to j oist or blodcln at braced w all 1 p J g, a p ane ls 3 - Ibd per • Ib (406mm) 1. Top la to to stud, end no t I ? - Ib d 8. Stud to sole plate toena 1 I or 2-16d, end nail _ #4-8d, S. Double studs, f . ce nail Ibd at 24' (610mm) oz. 1 Double top pl ats*, typical face mall Ibd at 24' (610mm) o.c. Double top plates, lap splice 11 Blocking between joist* or rafters to top plats, toenail 12. Rim joist to to Ela t osna l l _ ad at b' (152mm) o.c. 13. Top plates, laps and Intersections, face r� 2 -16d 14. Gont wo sous header, two 121eces If. t 16' (406mm) o.m a lone ea ch ad s IS. cein2g ro Ists to la tome 1 3 - 8d 16. Continuous header to stud, toenail 4-8d 11. CoIlIng Joist, W s over P artitions,, face nail 3 -I6d 18. calling olots to parallel rarters, race nail 3_164 19. Rafter to toen 3 -8d 20. I' (25mm) brace to each stud and Iete, race nail Z_gd 21. 1' x 8' (25mm x 203mm) "athtg or loess to each beerinc, , face nail 2 - 8d . 22. Under than I' x S' (25mm x 203min) sheathing to each bearing, face na t I 3-ad 23. Bullt-T corner studs Ibd at 24' (610mm) o,c. 24. Built- girder a nd beams 20d at 32' (013mm) o.c. at top and bottom and ate eared 2 - 20d a t ends and each sp lice 25. 2' (51mm� kdnkz 2 - I6d at each bearing_ 26. Wood structural pane and part le a lboard: Subl'Iccr, roof end well sheathing (to rratning): (I Inch 25.4mm) 1/2' and less 6d 19/32' - 3/4' s ba f 114' I0d4 S 21. Panel oiding (to framing)t 1/2' (13mm) or loss 28. Fiberboard aheethimg, . 1 /2' (13mm ) No. 11 Sea , No. Ir, ge l 2 ! ( 5 ? 3 2000) .No. 11 gds 8d . No. fro 9 29. interior p aneling 114 ( 6.4mm) 4d 1e Bbd rr I IV - - -_ -_ I . . . U _._._.- SoL IL7 FUEL BURNING APPL IANCES ; , C;gt Nt KAL t 5; , f. PILOTS, BURNER, HEATING ELEMENT$ 13. AIR DUCTS PASSING TNR0I1,4 1 «`� Solid Fuel burning applia include airtight stoves, tire pieces stoves, room 8. APPI4C�vEp HANGERS TO BE o � + heaters/fireplaces stoves, factory - built Fireplace*, and fireplace inserts. +k SUltTCNEB OF THE FURNACE AND H.W. GARAGE WALLS FLOOR OR , • USED AT ALL COI�fECTIpNB OF g CE IL.iN4 ARE t0 BE NU. 2b t !!E A MINIMUM OF 18' Ak301rS RAFTERS, JACi� OR Hlle TRUSSES Unless otherwise adopted b ICI SHOULD County all solid Fuel burning eppllences THE GARAGE FLOOR. THERE SHOULD GALVANIZED STEEL WITH NO $ i t shall comply with 199 U.B.C. � 199 UJ'1.C. TO THE 1"1AliJ GIRDER TRUaB• p y �OPEN1NGg INTO 1 NE GAi4AGE. _' � e ALSO BE PROTECTED AGAINST ANY T RUSS MANUFACTURER TO PRO HEATING 'V EHICULAR COLLISION. V IDE TYPt�• o provided with Iwating Facilities capable or 1 I.AN IN S T 1 • *• t C� y OU S DE TO BE NO Each clWaIll it *hall b > b � ,, n unerg � 0 NONDEARiNG W AL.1 -S SHOULD BE d mdlntalnln 1 *F ate otrt 3' above the floor in ell habitable rooms when t � ?. EXIT DODR r10F� THAN 1 BELOW THE S. d S SHALL !SE OPERABLE � U TNr��HOLD. WELD D�1 FRGM THE TRUSS To � N � � 9 to hs , outs ids temp tars is e s set Forth In Secti 310.11 U.B.C. r • .e s •- a to FROM tNE IN9►IpE WITH A NICsHT .BnTTOM CHORD WITH AN APPR ' A. Fuel burnin ee ul ment located within the bulldin V LIGHT, DEAD BOLT, OR SECURITY � C�VEi� FASTENEG'. TO INSURE Tt4U88 � � � _ ~. CHAIN MOUNTED AT A HEIGHT C 1 INTERi RAILS TO !SE y O I ' g E:` TTOM H envelo a (comet acted un G p der the W.aL.C.) she II obtain � . �iA MORE Ti -�IAI� 4 �►F',d►1ri'r. CHORD W ILL NOT BEAR a 48 MAXIMUM ABOVE FINISHE ON NONlSE ACING WAL L. Combustion air from outdoors, meeting the prov isions or FLOOR. � 8 Section `101 U.M.C. .. � - � S. 16. STAIR HANDRAILS AND NAND GRIPS 10. ROOF TO � Is BE ANCI- 10REC� 1'G� RE - � � 3. ALL I OOD IN CONTACT WITH �' � ARE 10 NAVE 11/•4' TO 2' CROSS t *31ST NET WIND UPLIFT LOADS. � `� %%I IL • : NOTE BUILDING ENVELOPE The of to of a building which � � - � -.•- -,- � : • t CONC enclose conditlonoc l spaces through which thermal energy m F TE OR M�►SONR1' SHCULC� SE IONALS AND RETURN TO WALL. USE SIMPSON 'W" ANCHORS OR be transferred to or from the exterior. gy y 15E PRESSURE TREATED WOOD (cc-44TINUOUS) EQUIVAL Eh1T, r AND BRANDED BY AN Als PROvE p • . . • B. 'Fuel burnin eq located outside t AGENCY. il. `rPE 'X' G 1.S. UNDER ALL � r. 11. TRJOSES WILL NOT B FI - v de he buildi , , . ^, . v .� • St IrJELl.B A ND pOUS ` f E ELD ALT en ve lope e s II meet the provisions of Chap 3 1� L.E LAYER EKED WITHOUT PRIOR WI p p p U .C. �4. LIVING ViNG ROOi'1 CE IL ING f 2 ' LD INCs . S 4 IF 'S T RI NGER SPACING IS M ORE DEPAIRTMENT APP _ ABOVE NALL.UTA1� WH1CN - APPR OVAL of ENG C. c LEADS - THAN ih•o�c• _ _ #NEERING CALCULATIONS. r Chu twork , location and source of combustion air, refer TO SLEEPING FIOOMS, A WOKS r IONS. r . _ To Chapter h U1`'i.G. DETECTOt? WILL BE INSTALLED 18. WATER NEATER8NALL BE ' TR USSES SHALL i��AVE DETAILS AT THE NICsNE3T POINT. 12. T � SEISMICALLY STiRAr -F 0 AT A , . � �4N0 F . .411 warm -air Furnace shall be listed and laboleid by an approved a enc a nd C�14AU11NG8 ON SITE Oil FIELD y b . ..._ ... _ � OINT WITHIN /THE 57TS R 1 /3RD AND . IN3f'ECTbN. lnstelled to listed specificatIons, 0vipteer 3 UJ _ L(�UJER 3140 T G ' .. .. . S. RECESSED LIGHTING FIXTURES - DIMEi��;310N THE L.01UE R ST RAP 1 AL RAP BNALL p - Appliances Intended for installation In closets, alcoves or confined spaces shall g! - kpl,1 BE NOT LESS THAN 4 INCHES ABOVE , 13• WIDE SCREENED BLOCKING La BE I �. RATEC� AND ' . .gibes so listed. Section 304.2 UJ'�'1.C. THE CONTROLS. COVER SUPPORTS. - .. - ; ENCLOSURE LINED WITH A 1/? B AND NISI - i. • x G.W.. TAPE FI � = - , No warm Furnace shall Installed Ii be to a room d i9. WINDOW MANUi ACTURER TO PRO- J4. SHAPED AREAS FRAME ovER Used of designed to be uem . � : � �'. - VI Q�, - . - DE PORT HOLES IN EACH r 111TH 2x6 RAFTERS • 24 o.c. U.N.O. as a bedroom, bathroom, closet or In any enclosed specs with access only � � � � -� WINDOW IN EACH HABITABLE ROOM. • - 1 - i - :. through such room or space, except direct vent furnecea, enclosed furnaces and 6, ALL DUCTS, PLENUMS, AND ENCL t � r 1. aleetr is F ma t in 9 f u rnaces. Sect ion 304.5 U.M.C. 20. WATE NEATER OSURE THROUG OR AL U . N_ i I°RESSUI4E RELIEF I No warm- furnace she iI be mate fled in a closet or alcove less than 12" widen HEATED SPACE S.(INCLUt�ING TI -1083 VALVE TO DRAIN BY GRAvITY . FOUNDAT than the furnace or furnaces insta with a minimum clear working space less FROM GARAGE INSTALLATIONS), • .;K.� ; , ' TO EXTERIOR. (UPC h08"5) than 3 a t 304.1 Uri. rNSULATE�? , the sides, back end top of the furnace:. Section C . SHOULD BE THERMALL - � • , EXCEPT THOSE INSTALLED E 1. GALVANIZED METAL .FLASHING Liquorted petroleum, gds- burnin applianc *hall npt be Installoct in a' I° It to �3ETUJE N - UJALLS ol4 IN A SPACE NOT EXPOSED TO BE INSTALLED BETWEEN y .basement, or similar location whwo heavier- then- air.gee might collect. GON TE `t0 OUTSIDE AIR, � C4M SLAB, ANP UJOOD e ., Appliancs so fueled shall not be insta ilesd in an above grader under floor � MATERIAL AT EXTERIOR , space or basement unless such location is provided with an approved PORCHES AND LAN ROOF: s To means for removal of unburned gals. Section 304.5 U!"1.C. l Approve f must 7• DRYER MOISTURE XN RIM JOIST. E AUST �~ '. be rented In the DUCT _ g y Bul {ding official I. ... . .S N AL.L, NOT . EXCEED A TOTAL. •CAF I. ATTIC VENTILATION AS PER � tr . Neseiting and cooling equipment located in c, a erdge and which enerdtess a COMBINED HOR{ZONTAL. AND vERT- 5033 U.13.C. SEE vENTALATtoNS PROJECT AT LEAST 6 ABOVE CONCRETE PIER IQADS SHOULD 8blA or I nitln Flammable v ICAL. EFFECTIVE g low, spark or rums cA vapors installed led ore she II �s n I G E LENGTH OF 14�- I? g 0 . CALCULATIONS PROVIDED. .. 1�E ' with the pilots and burners or heating elements and switches at least. l8 Above -5 _ � � t�11,.E55 F`' 8gt.IRE the floor level. Section 303.1.3 UJ"I.C" . � VENT 8HA t ' .TREATED MATERIALS ARE U p. OPENING*$ LL 15E M F ; .. S. MASONRY (REPLACES SHOULD COVERED WITH* C • - .. - . . Fire drmpeere need not be Installed in Air civets paes ing through th WITH A � TI _ CORROSION ey twill ir, Floor, BE PROVID G NTL1' .. RESISTANT - I,lJIt4E SH T or cal l in *opera t ing a residence (Group R, D ivi s ion 3 oc a ) from a garage ME WI r ' FITT INGi FLUE 'DAMPER Ai'�D �A . t'C*r ou U Division i o � nc y 9 g - +DF'E�11NCs8 OF i/4 SG?. INCi -I p eeupancy)provided such ducts within the Bird a sirs con READILY ACCE8SlBLE �'" 1ANUAI_ t�iMENgIO�f. r C\i Common or box Halls may be used except uiheKe otherwise stated. A tructeed of steel hAvi d thtckneses not less* than 0:019 inch (No g , 26 Ga lvanizecl k . Ca4TROL.- AN OUTSIDE SOURCE :?1441119 spaced at b Inch*& (152m) on es ter at ed es, 12 Inch** (30!4w) at Interme chats sheet gauge) and have no openings into the garage, Section 302.4 U.B.C. OF STION AIR SNCaI su BE 1• ALL E�CPOSE _ aI• i s exce �s Inches (NS2m�n A t all l s is n are a 4 (I I L7 INSULATION ON MATER app arp upon Owe *p 8 Inches ? 9rnm� or �'ROvipEt7 U11TN A DUCT OF 4 50.' 3 - ROOF v�o►LLE�I'g TO HAVE ?+5 more. For mails , - �,4il,g II`tGLUi�I F ACI of wood strt.tcturel anal and articalboard did lera ms and shear walls, _ NG NG SUCH AS � p p h g UJarm air furna inst efiatlons to dttlee or eretnl aces shdlll co 1 with Section � '�A�E G'°►f FLASi llNrs• , roarer to Section 231533 and 2315.4. Nall• for wall sheathin ma be common, box or cast � � y INCHES MINih'UM A A - :VA PO y ng• 319 a nd 320 U.M.C. .. �?ILY � ANp REA � .. � F't�R t3AliRlEt2a OR ,wEATHEl�O � *Common or derormsd shank Ever a p p liance (dr, r c OPERAE3LE DAMPER As PER .t. WOot7 gNIh�LE OR SNAKE TO 8E PAPER SHOULD NAVE FLAME SPREAD , y pp Veer, angear, etc.) designed to be vented shall be connected to 55C tION 402 OF THE IUASHING rON INSTALLED PER 1991 U C TO P. 1511 DEVELOPED RATING SHOM 0 r :Common• .e venting system complying with Chapter 9, Uh1.C. STATE VENTILATION CODE, F?EF" �;� 15­ ON 1:; 450 OR LESS. Deformed shank 1 C 15. $ TABL.._ a :�+ • • _ S U.B.C. • A D eCorroston resistant siding or casing nail* c onro , -it,g to the requirements or Section 23043. Evesr t factor built chlmnetq, Type L vet, T U ee 5 as ventt or T e= BUJ a e vent s r she indte i Isd in e on csu F toners s Aced 3 inches 16mm) on center sxtesrior e dges and 6 Inches ( t52mm) ccordanco with the teerme of its listing, manufactures s Inst - S. WATER HEATERS LOCATED IN THE � = 1 L� • � T PER 199 "1 - $H• � E (C ��� TO 8E � � c center dt Intermediate ructlons And the d ap p rovis ions •. ! ALLED ULC CHA T • pp p *ions of Chapter 8 U.M.C. U"tC � GAR�4��E OF UNHEATED FLOOR ARE 1 � PER OCorrosion resistant roofs X�athlmg nails with 1/lb• -inch- diameter (11mm) head and 11/2 -inch (38mm) 5 TABLE 1 15 -8 -I. r••• ean th ror 1/2 - Inch (13mm) and 1 3/�4 Inch (44mm) I vent connti h th for 25/32 - inch (20mm) econs sa I I bee insta I led within they a aces or area In whlc t4E - O g e9 F' h the TO 133 INSTALLED ON iNCOMP SSIBLE IN .. � � � � • sheethIm eon to the r of Section 2304.3. is located and shall be connercted to a chime or v e n t I INSULATION. 6• Z x30 ATTIC ACCESS TO 13E g 9 q ey esn n such d manner as to . - � - � ' resistant staples with nominal 1/16 -inch (Ihnm) crown and 11/8 -Inch (2 Iegth maintain the clearance to combustibles pear Section 1315, and Table 3 -C, U.M.C. � PROVIDED FOR EACH SEPARATE � ,►.• for 1/2 - inch (13mm) shoes thing and 1 i12 - inch (30m) length for 25/32 - Inch (20nm) rhea thing DUCTWORK: 10. 140T AND COLD WATER NEATER ATTIC AREA !vITN NO LESS THAN *�•• conrorrning to the requirements of Section 23043 PIPES IN THE GARAGE °SHOUL.D BE 30 FOR NEADROOM. ATTIC ACCESS C 10 PAnel supports at 16 inches (406mm) 20 Inches (308mm) If y street th axis In the ton A. Duct systems shell bas or metal as seat Forth in Tables Nos' INSULATED WITH MINIMUM R- 3 O i DIQ' TO WAVE JR -30 1NSULATiCt -I MINIM 41. !" direction or the p anel, unless otherw a marked. Casing or finish spaced b i ches e6-A, 6 - B, 4 b -C or factor y - ma de air ducts corn p I In g with WITH A FL -'�"iE SPREAD 25 OR R - AND t THER STRIPPED. s A �UEA , 152mm) on aneei eed es i2 Inches ( ) at int +rmod s orts. p Cho ter 6 U.M.C. LESS. p 9 - W�p �' HARDWARE TO PROVIDE TIGHT Q Panel supports at 24 Inches (b I0nm). Casing or finish ratio spaced 6 inches (152mm) F3. Joints and seams shall be eubstantie I I a irtl , Section 601.6 CLOSURE• RECEIVED on panel ekd es, 12 inches (30e3rnm) et intermedi supports. _ y �' St t A +NTY OF Tt IKWI W • �'p _T able No. 6 A (reGtd ducts) And Table Nob -8 (flat, Oval, - � � , T ABLE and round ducts), UJ�1.C. fl. THE SHOWER SURROUNtaS ARE TO `1. TRUSSES TO ESE DESIGNED AND 23 � FANEEL C. Installation of ducts shell comps with Section 603 UM.C. 13E A SMOOTH, WARD AND NON. BT.�.1MF'EC� B�' A Iu,Q°�NiNCsTpN � • JUN � 0 2W4 y A13°�O N E R OOF 6HEATHING I D. Section X604 U1"1.C, Duct insulation shall be Installed in accordance with STATE 3TRLICTU �E T ��AGE NOT L.E3g r �- ►G "ER. � �uI THAN 10 ABOVE THE DRAIN INLET. CALCULATIONS AIRE TO BE SUBM pERWr CENTER ROOF F TENING ZONE � � - � � - �1TTED FOR COTS r ' E COMPLIANCE . 3 i" RIOR To FABRICATION OR PER - t estsn e 12. GYi °SLIM WALL BOARD 15ACKING MIT ,SSI,IANCE: I ( ' W REGION NAiLS PANEL LOCATION X 2g.4 FOR mm USED FOR TUB OF SHOUJER ENCL - OSURES SHOULD BE OF A WATE ' Grea than 90 mph (145 8d common Penal 60 966 3 r6 6 r4 FT, 4 T. 4 T, RESTS i NO ANT MATERIAL. DO T kin/11) Panel f Ield b . - h b _ �-- 5 FT. C i GLUD ING I FT. INSTALL OVER VAPOR BARRIER ______.. ._ ._..... ._.._..__... --- _._.. ._.._._ - - - - - -• - - - -•- � - Grea ter then 80 enph f 129 ad common Panel sd es b 6 4 OVE Aire) ON WALLS OR ON THE CEIL ING. kin to 90 (t4S km/h) Panel Field 12 6 6 W mp (129 km A11 or less common Panel es p Panel rield 12 y 12 12 Applies oniy to moan roof Insights up to 35 feet (10 100 mm). For mean roof heights over 35 rest (10 100 nom), the rte 1 I kig "It be designed. 2 The roof f sstening zones are shown to the rlght. aEdge spacIne also applies over root fren►ing at gable -end wells. 4 Uses 8d ri -shank halls In this gone if mean roor height Is greater then 25 feet (1600 ir►m). •CONTRACTOR NOTE: All 01menslons Be Checked And Veritled Prior To Construction. (ROOF RI ROOF FASTENING ZONES To R Porder Plane 1(811 )642 - 3615 w- V N � 2 3100 , may o� 0 5S(N� NOTE ALL INFORMATION PROVIDED . ON THIS SHEET Is PER THE STATE OF WASHINGTON 1991 U.B.C. VERIFY LOCAL, CODES IF CONSTRUCTION 18 IN OTNER THAN I,UA. STATE. ccPt "R�Ht �p 2101 f.: DA • .: I)MWN: 1� E DESIGN, Inc. SHEET 5 - 3 of PL.AiV NUMBER: s �- ..•+ems -- - - -- - - _ �1'�: s� r . AW DOAK HOMES, INC. NWI/4 SECTION 10, T23N, R4E, W.M. SANITARY MANHOLE RIM: 23.04 IE 16.17 CB1 TBM: EAST FLANGE BOLT GRATE: 23.14 OF FIRE HYDRANT IE: 20 ELEVATION: 25.67 CB3 GRATE: 21.7 IE: 20.38 CB4 I GRATE: 1 21.83 TBM: EAST FLANGE BOLT FIRE HYDRANT ELEVATION: 23.16 .r.:. • • . v r • r SANITARY MANHOLE •� ., , s RIM: 22.48 s •" _ ,� - OFD' __ V H _ �- ._ • _ _ V EXISTING CONCRETE. WALKWAY T .S TRAC "- • . � rrr •.. ~ • A 2 T - - W. W 13 •w W � y r� .c r T7 • • 23:8'WI [5E aSPHALf 'ROAD •, . •. . • . - ,' ftd VICINITY MAP 30' RO�V PER PENHALLEGON AS- -BUILT FOR CITY OF TUKWILA DATED 1/14/03 EXI$�TING 6" PVC . SIDE SEWgR STUB -OUT \ 5 =2.00 in .. E BASIS OF BEARINGS: PLAT OF BENNETT'S INTERURBAN TRACTS ELEV. DATUM: ASSUMED CONVERT ELEVATION TO NAVD 1988 BY SUBTRACTING 3.30 FEET SITE ADDRESS: 3805 S. 116TH STREET PRIVATE ACCESS ROAD HAS A NEW IMPERVIOUS AREA OF 2738 SQ.FT. TAX PARCEL NUMBERS Z � 00 t10 LL . r- 073300 --131 C) � 2094 SQ.FT. 0 Y DRIVE & WALK AREA 504 SQ.FT. tp 573 SQ.FT. in .. E BASIS OF BEARINGS: PLAT OF BENNETT'S INTERURBAN TRACTS ELEV. DATUM: ASSUMED CONVERT ELEVATION TO NAVD 1988 BY SUBTRACTING 3.30 FEET SITE ADDRESS: 3805 S. 116TH STREET PRIVATE ACCESS ROAD HAS A NEW IMPERVIOUS AREA OF 2738 SQ.FT. TAX PARCEL NUMBERS 'Q � B - N C -- 073300 --131 C) 00 2094 SQ.FT. W C) DRIVE & WALK AREA 504 SQ.FT. 504 SQ.FT. 573 SQ.FT. TOTAL IMPERVIOUS AREA 2598 SQ.FT. 2598 SQ.FT. 2667 SQ.FT. TAX LOT NO. 073300 -125 073300 -130 073300 -131 z x i 1 1 .a. .., ,.,.�•• w .' . 1' "•'art �. wf �li�". ^�'Y1'�r. - �•M A +•M' /.I`•�r.f1YNA►.s••.... ..4 ..� 1' � .. �:r••y�+•� ♦��� .r �,�.� _ - -._ � - W 07 � 07 in .. E BASIS OF BEARINGS: PLAT OF BENNETT'S INTERURBAN TRACTS ELEV. DATUM: ASSUMED CONVERT ELEVATION TO NAVD 1988 BY SUBTRACTING 3.30 FEET SITE ADDRESS: 3805 S. 116TH STREET PRIVATE ACCESS ROAD HAS A NEW IMPERVIOUS AREA OF 2738 SQ.FT. TAX PARCEL NUMBERS A - 073300 -125 B - 073300 -130 C -- 073300 --131 21 o ti UTILITY LINE IL 8 "W EXISTING S EXISTING OH EXISTING EXISTING G EXISTING ,E GEND WATER MAIN SEWER MAIN OVERHEAD UTILITIES STORM DRAIN GAS MAIN s SET PK NAIL &FLASHER #22594 IN ASPHALT S 9�1 C837 SOLID UD: 19.24 �X\ x �3 CB36 GRAtE: 19.06 IE: 16.66 v I \ r�i I ' v j \ N I 1 > i LEGAL DESCRIPTION: j PARCELS A, B, AND C OF THE CITY OF TUKWILLA BOUNDARY LINE ADJUSTMENT NO. L03 --039 ACCORDING TO THE BOUNDARY LINE ADJUSTMENT RECORDED UNDER RECORDING NUMBER 20040526900006, RECORDS OF KING COUNTY, WASHINGTON. 1 . I I 2 0.0 0 40 40 40 40 f „ f �. e 1r N89 53 47 E(DEED) 270 36 (PLAT)(CALC) N89 32 14 E 289 07 f ( w ; „ Qo" ! Pannit m cn PMn Mfta apps is ati t w - # ! ale �. of does N Mo�etfon of any &kpW code or not a� too \ j ordina ". COPY and ca�dldons is a - -co AT LEAST ONE CORNER OF THE FUTURE RESIDENCE ON PARCEL C cb�owled9ed; �, MUST BE WITHIN 150 FEET OF SOUTH 116TH STREET, :f g G .-. UNLESS OTHERWISE APPROVED BY THE CITY OF TUKWILA. 4h. I co ' ay of co T euu.o ,,-- 5.111 V � I RECENM • • • S . •• S S S S .- -- .. 5 CmrofT � ' . • • ' ' POINT "B" APR 181005 BUILDING SETBACK LEGEND • (MINIMUM SETBACKS TO PROPERTY LINES ) P CITER F FRONT YARD SETBACK = 20' MIN. CB38 GRATE: 20.12 2 SECOND FRONT YARD = 10' MIN. IE: 16.45 ' • ' ` SEWAGE PUMP STATION S SIDE YARD SETBACK = 5' MIN. 110 VAL- -U -VIEW SEWER DISTRICT R REAR YARD SETBACK = 10' MIN. (BUILDING SETBACK LINE .+��..,,.. .�y��y _+` ....r -.r. ...!•+•. .. �.. �... ../.- ••,r,//- ••r,�,...�r..,r_.r .. - •.f... • .,r •.wrw..- ..�... . .. y .... ..• ._ - ..,... w.r ., r ... • ,.. � ^. - w... �, . ..r .. ., .... ,• __. .• r •. _^ �... - , r. •r' • .� .+. •t .n .s.^ A` — . - �... ••••rV•••' -r 4 - rr :J►r•. •IV. •rt • - t r+n ��Y'` .. f'.� �•/.i'•� . r C 'K •• I' Y = Mw..Hw.�M1 ►-r�...I . � Vyn�l•..I.� • � . - +.w•.MI.'!f� ^' r•r w- r .. r • � 1 0 W a X W PARCEL A PARCEL B PARCEL C AREA 368 SQ.FT. FT. 9 Q 7913 SQ.FT. FT. Q 6799 SQ.FT. S Q ROOF & DECK AREA 2094 SOY T. 2094 SQ.FT. 2094 SQ.FT. DRIVE & WALK AREA 504 SQ.FT. 504 SQ.FT. 573 SQ.FT. TOTAL IMPERVIOUS AREA 2598 SQ.FT. 2598 SQ.FT. 2667 SQ.FT. TAX LOT NO. 073300 -125 073300 -130 073300 -131 s SET PK NAIL &FLASHER #22594 IN ASPHALT S 9�1 C837 SOLID UD: 19.24 �X\ x �3 CB36 GRAtE: 19.06 IE: 16.66 v I \ r�i I ' v j \ N I 1 > i LEGAL DESCRIPTION: j PARCELS A, B, AND C OF THE CITY OF TUKWILLA BOUNDARY LINE ADJUSTMENT NO. L03 --039 ACCORDING TO THE BOUNDARY LINE ADJUSTMENT RECORDED UNDER RECORDING NUMBER 20040526900006, RECORDS OF KING COUNTY, WASHINGTON. 1 . I I 2 0.0 0 40 40 40 40 f „ f �. e 1r N89 53 47 E(DEED) 270 36 (PLAT)(CALC) N89 32 14 E 289 07 f ( w ; „ Qo" ! Pannit m cn PMn Mfta apps is ati t w - # ! ale �. of does N Mo�etfon of any &kpW code or not a� too \ j ordina ". COPY and ca�dldons is a - -co AT LEAST ONE CORNER OF THE FUTURE RESIDENCE ON PARCEL C cb�owled9ed; �, MUST BE WITHIN 150 FEET OF SOUTH 116TH STREET, :f g G .-. UNLESS OTHERWISE APPROVED BY THE CITY OF TUKWILA. 4h. I co ' ay of co T euu.o ,,-- 5.111 V � I RECENM • • • S . •• S S S S .- -- .. 5 CmrofT � ' . • • ' ' POINT "B" APR 181005 BUILDING SETBACK LEGEND • (MINIMUM SETBACKS TO PROPERTY LINES ) P CITER F FRONT YARD SETBACK = 20' MIN. CB38 GRATE: 20.12 2 SECOND FRONT YARD = 10' MIN. IE: 16.45 ' • ' ` SEWAGE PUMP STATION S SIDE YARD SETBACK = 5' MIN. 110 VAL- -U -VIEW SEWER DISTRICT R REAR YARD SETBACK = 10' MIN. (BUILDING SETBACK LINE .+��..,,.. .�y��y _+` ....r -.r. ...!•+•. .. �.. �... ../.- ••,r,//- ••r,�,...�r..,r_.r .. - •.f... • .,r •.wrw..- ..�... . .. y .... ..• ._ - ..,... w.r ., r ... • ,.. � ^. - w... �, . ..r .. ., .... ,• __. .• r •. _^ �... - , r. •r' • .� .+. •t .n .s.^ A` — . - �... ••••rV•••' -r 4 - rr :J►r•. •IV. •rt • - t r+n ��Y'` .. f'.� �•/.i'•� . r C 'K •• I' Y = Mw..Hw.�M1 ►-r�...I . � Vyn�l•..I.� • � . - +.w•.MI.'!f� ^' r•r w- r .. r • � 1 0 W a X W 1 � U ce w 0 C'3 ao c�i as z ��o o Z� � N W V! a O v Q z ad cq eq q* In cq 1A c* cQ 39 ti • • - +• _ • SHEET I OF 1 z z z 7 x i 1 1 .a. .., ,.,.�•• w .' . 1' "•'art �. wf �li�". ^�'Y1'�r. - �•M A +•M' /.I`•�r.f1YNA►.s••.... ..4 ..� 1' � .. �:r••y�+•� ♦��� .r �,�.� _ - -._ � - W 07 � 07 0 M 02 1 , •t w w w . 1 •� ••w ,� . u M A 1 � U ce w 0 C'3 ao c�i as z ��o o Z� � N W V! a O v Q z ad PROJECT W 03003 39 ti • • - +• _ • SHEET I OF 1 k• x .a. .., ,.,.�•• w .' . 1' "•'art �. wf �li�". ^�'Y1'�r. - �•M A +•M' /.I`•�r.f1YNA►.s••.... ..4 ..� 1' � .. �:r••y�+•� ♦��� .r �,�.� _ - -._ � - M�I��Vn•��••Y V�L.I. � c �ARL .,� =•Y.. +.�•.��� r.. 1M• ►A�� +'� 'o �JOI/R' �� `,.� y PROJECT W 03003 39 ti • • - +• _ • SHEET I OF 1 k• x .a. .., ,.,.�•• w .' . 1' "•'art �. wf �li�". ^�'Y1'�r. - �•M A +•M' /.I`•�r.f1YNA►.s••.... ..4 ..� 1' � .. �:r••y�+•� ♦��� .r �,�.� _ - -._ � - M�I��Vn•��••Y V�L.I. � c �ARL .,� =•Y.. +.�•.��� r.. 1M• ►A�� +'� 'o �JOI/R' �� `,.� • b • 41 a ' • r 39 ti • • f1 J .. +• _ • j� �' • b • 41 a ' • r . 1 •� ••w ,� . u M A ..e. .: ' DOAK HOMES, INC. NWI/4 SECTION 10, T23N, R4E, W.M. LEGAL DESCRIPTION: PARCELS A, B, AND C OF THE CITY OF TUKWILLA BOUNDARY LINE ADJUSTMENT NO. L03 -039 ACCORDING TO THE BOUNDARY LINE ADJUSTMENT RECORDED UNDER RECORDING NUMBER 20040526900006, RECORDS OF KING COUNTY, WASHINGTON. �, rn.�.a..w.w.rYw.alrw �. a�..+ a►.,..,..:.,.; �.•,,,,. r:..... �..,........ ........�...+..:......r._:..,.. :�....- ............ � ....... .. ........._ ., - .. __ ... .. ...._ � _ . _ __ . ._ _ _ �4• �' ?'.M...�•• V�...��.A ..��_ ter.. Y1M'._♦ -�... .w__ ... �. .. .- .- .. . _. .... +; ._. _.. __ _ _. ....r .. _..• - -.. .- � .. � .. +. �.. �. - w.♦ Y ..... �._. .�.. ., r. ... .. . ,SHEET INDEX P INW 2*o3 :L 00*�ath SHEET 1 SPECIFICATION ft J0 I J* SHEET 2 EROSION do SEDIMENTATION CONTROL PLAN 0%NiTqhro S;EE G GE do UTILITY PLAN SHEET 4 PRIVATE ACCESS ROAD PROFILE, DRAINAGE DETAILS SHEET 5 ROAD TRENCHING/ ASPHALT RESTORATION, TRAFFIC CONTROL PLAN, SEWER AND WATER DETAILS. I.. ­0 0 w A wow b • W I _e U LL. Z co U W Q I 0 0 N i (0 • Y N Z e 0 v- ? N 4 . 3 00 011 0 000 w zzz PIP Cn Z aaa C7 00 011 a .. � edam U U V U co woo Z 0-4° �W o -� 0 to Z:D W V) Q R z PROJECT WNBER r� 1 }. A 03003 SHEET i OF 5 TAT 9RADING-AND EROSION CONTROL NOTES UTILITY NOTES - I" - ..1 • r r w 1 w i I* raw_ w 71�� '" ..► ..� ,_ _� _ ••ago w» Owner /Project Manager: Darryl Doak 206- 372 -2280 1. The erosion prevention and sediment control (ESC) measures on the approved 1 • All trench excavation operations shall meet or exceed all applicable shoring != - • = - .., ��.• • - - Design Engineer: Tim Schriever 425 485 - 1083 office /fax, 206 669 5218 1 r minimum r pla a re laws for trenches over 4 -feet deep. All trench safety systems shall meet WISHA „�'�.::,: - �• :. t _ __ ��•��° ` "• r. mobile . 2. Before beginning any construction activities, establish the clearing limits, requirements. `p--•" ��_`, - r w ," ,��R - _ . ; : ; , _ install construction entrance, and install erosion prevention and sediment control 2• Power, cable, fiber optics, and telephone Imes shall be in a trench with a 5 • , , ,- - w r UTILITY LO ATI ON NOTE: measures. minimum horizontal separation from other underground utilities, unless otherwise .- • 3. Before any ground disturbance occurs, all downstream erosion prevention and ap proved b the Tukwila Department of Public work PP Y P s . "" " - 1. Locations shown for existing utilities are approximate. Identification, location g utilit a PP icti l ti sediment control measures (ESC) must be constructed and in operation. install 3. Adjust all manholes, catch basins, and valves in public rights-of-way or � P 9 Y ~' " • - - • • • , • , • and marking of underground facilities or utilities if the responsibility of the • and maintain alt ESC measures cccording to the ESC plan. easements after asphalt paving. _ P u TRACTS .- ... Contractor (Ref. RCW 19.122). Prior to starting construction, the Contractor 4. ESC measures, including all perimeter controls, shall remain in place until .� `' , w•: N ...: L shall call ONE -CALL (1- 800 - 424 -5555) for utility locations (water, sanitary final site construction is completed and permanent stabilization is established STORM DRAINAGE NOTES ` __ -- �• ` sewer, storm sewer, gas, power, telephone and television). 5. From May 1 thro September 30, provide temporary and p ermanent cover y g p p p y p 1. All methods and materials shall meet City of Tukwila Devel Guidelines y p ' - measures to protect disturbed areas that will remain unworked for seven days and Design and Construction Standards, and the current King County Surface , 2. The Contractor is cautioned that overhead electrical and other utility lines for or more. 6. from October 1 through Aril 30, temporary and Water Design Manual, unless otherwise approved. � Y "Dump VICINITY MAP are not shown on the drawings. The contractor is resp onsible determining g p g provide permanent cover g p P y p 2. Mark all storm drain inlets with p No Waste and either Drains to the extent of any hazard created by overhead electrical power or other utility measures to protect disturbed areas that will remain unworked for two days or Streams", "Drains to Wetlands ", or "Drains to Groundwater ", as applicable. lines in all areas and shall follow procedures during construction as required by more. In addition to cover measures, the Contractor shall: 3. Driveway culverts shall be of sufficient length to provide a minimum 3:1 :NOT T SCALE N law and recutation. a. Protect stockpiles and steep cut and fill slopes if unworked for more than •• slope from the edge of the driveway to the bottom of the ditch. Culverts shall 12 hours. `' have beveled end sections that match the side slope. r QENERAL NOTES. • 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 SANITARY SEWER - 1. Locations shown for existing utilities are approximate. season (October 1 through April 30). Mulch all seeded areas. 4 2. At least 48 hours before starting project site work, notify the Utilities 7• Failure to maintain ESC measures in accordance with the approved location of the side sewers shall be marked at he line, 5 ; Inspector at 206 - 433 -0179. maintenance schedule may result in the work being performed at the direction feet insi with 2 x 4 painted traf ' and marked "Sewer" with 3 ; 3. Request a Public Works utility inspection at least 24 hours in advance by of the Director and assessed as a lien against the property where such V the depth to the si indicate ack paint. ' calling 06 - 433 -0179. � . g .. � facilities are located. r - 2. Contractor shalt obtain an ary side sewer connection permits from 4. The Contractor assumes sole responsibility for worker safety, and damage to 8, During the life of the project, the Permittee shall maintain in good condition the City of Tukwila pri onstructio ! } structures and improvements resulting from construction operations. and promptly repair, restore, or replace all grade surfaces; walls, drains, dams, 3. Unless other proved or required, the ' Tukwila shall do all 5. The Contractor shall have the permit(s) and conditions, the approved plans, structures, vegetation, erosion and sediment control measures, and other connectio existing sewer main with new tees. .. ntroctor shall be k and a current copy of City of Tukwila Development Guidelines and Design and protective devices in accordance with approved plans. rasp a for trench and pavement excavation, pipe insta backfill and p Construction Standards available at the job site. 9. The Permittee shall monitor the downstream drainage features, and shall, ement restoration. 6. All work shall conform to these approved drawings. Any changes from the with r , a approved plans require pre - approval from the owner, the engineer, 'and the City the Director's a de project- P deposition resulting from ap proval, remove all sediment WAIER MAIN SERVICE CONSTRUCTION NOTES of Tukwila. - 7. All methods and materials shall meet City of Tukwila Development Guidelines related work. • 10. Al All work performed shall be per approved plans and specifications only. The _ 1. The contractor shall obtain all necessary water service connection permits r �. t ; and Design and Construction Standards, unless otherwise approved by the Public Permittee is required to maintain a set of approved plans and specifications from the City of Tukwila prior to construction. _ Works Director. ��'� and associated permits on the job site. Work shall be performed in accordance .: 2 Installation of corporate stops, water service, lines and meters shall be per - � 8. Contractor shall maintain a current set of record drawings on -site. with all federal, state, and local laws. City of Tukwila Standard Details. Services shall be a minimum 3/4 inch. -The � 9. Contractor shall provide record drawings prior to project final approval. 1 th first order of business, the Permittee shall install erosion prevention " 1. As e City of Tukwila will install the meters. ; . • 10. Provide traffic control and street maintenance plan for Public Works and sediment control measures per the ESC and shall install the downstream , approval before implementation. temporary ESC measures before any site disturbance occurs. Before the 11. All surveying for public facilities shall be done under the direction of a temporary measures are removed, install and establish the upstream permanent Washington licensed land surveyor. Vertical datum shall be NAVD 1988. ESC measures. it RECO MMENDED CONSTRUCTION SEQUENCE _ Horizontal datum shall be NAD 83/91. for projects within a flood control zone, Permittee shall at all times protect sensitive areas their buffers 12 The p , and the Permittee shall provide conversion calculations to NGVD 1929. 12. Replace or relocate all signs damaged or removed due to construction. adjacent private properties and public rights -of -way or easements from 1) ATTEND PRE - CONSTRUCTION MEETING. damage during grading operations. The Permittee shall restore, to the standards 9 9 9 9 P 2 FLAG OR FENCE CLEARING LIMITS AND INSTALL FILTER FABRIC ) E COVER EXISTING � t �� D" '� ? LnNqs 13. Retain �re lace or restore existin ve etation in ri hts -of -wa easements P 9 9 9 Y• in effect at the time of the issuance of the permit, sensitive areas, their CATCH BASINS. These Plans b>roe been and Access Tracts. buffers, and public and private properties and improvements damaged by the 3) GRADE AND INSTALL CONSTRUCTION ENTRANCE TO LOT. m Work6 t ce Pv hlic with enrrerit Permittee's op erations.' � P 4 INSTALL PERIMETER PROTECTION (SILT FENCES, ETC.) C; ���� A is � ' ' � bxce to ermrts and CONSTRUCTION NOTES 1. AII work performed shall be per approved plans and specifications The 13. Permittee shall arrange for and comply with the following. Not the Public Works Department 48 hours following 5) CLEAR FOR AND INSTALL SEDIMENT TRAPS IF NECESSARY. � why �n , ii1o JimIT M Of aua� or 'lily • only. . Permittee is required to maintain a set of approved plans, specifications, and o , within installation of ESC 6) CLEAR SITE AND INSTALL BUILDING FOUNDATION. , for ' the t(xally with the associated permits on the job site. Work shall be performed in accordance with measures. in permission in writing from the Public Works De Department rat prior t b. Obta p 9 P e P ° 7) STABILIZE DISTURBED SOILS ON SITE BY MULCHING OR EQUAL. _ ` ' ' A*� ddb or �ir�o� b thae �'�'� ft am "' � all federal, state, and local laws. Permittee shall apply for a Revision for any modifying the ESC plan. INSTALL S WA T E R SE RVI CE 8 ) DE SEWER, TE SE CE AND OTHER UTILITIES. r - and wM �� a of re.iAed , work not according to the approved plans. c. Maintain all road drainage systems, storm water drainage sy stems, control g 9) INSTALL STORM DRAINAGE FACILITIES. 2. Permittee Contractor shall arra a reconstruction conference with the / 9 P • • • • • measures and other facilities as identified in the ESC plan. 10 INSTALL FILTER FABRIC OVER ALL CATCH BASIN GRATES. ) • . , 1 1111141 wbi `& v City's Inspectors) prior to beginning any work. d. Repair any siltation or erosion damages to ad joining properties and drainage 11) MAINTAIN EROSION CONTROL MEASURES IN ACCORDANCE WITH TUKWILA CITY ' Pu blic ft ° � pect� by Pt�bl,c Works tsml>It»ea nrspe�, liti 3. Work in Roadways facilities. STANDARDS. ; Dow: a. All work in roadways shall meet TMC 11 and the following: e. Inspect according to the approved ESC inspection schedule and make needed 12) COVER ALL AREAS THAT WILL BE UNWORKED FOR MORE THAN SEVEN DAYS .. b. Prior to any activity in City right -of -way, the Pei mittee shall provide the repairs immediately. 4 DURING THE DRY SEASON OR TWO DAYS DURING THE WET SEASON WITH STRAW, � o • o � . a � hJ�oc,c- City a traffic control plan for review and approval. The traffic control plan shall WOOD FIBER MULCH, PLASTIC SHEETING, OR EQUIVALENT. times e$ � Or Include the location, address and description of traffic flow during he work and 9 13 COMPLETE FINAL GRADING AND PAVING OF DRIVEWAYS. • I meet MUTC r shat e D q . 14) STABILIZE ALL AREAS WITHIN SEVEN DAYS OF REACHING FINAL GRADE. C� �� Lct - o � - W &I c. All work requiring lane closures must be by permit only. From the third 15) HYDROSEED (OR EQUAL) ALL DISTURBED OR CLEARED SOILS TO REMAIN o �� -re,� li p ►de o Thursday in November to the following January 2nd, the Director does not allow UNWORKED FOR MORE THAN 30 DAYS. ��Jc. � c�J� ►.� 0 �rJ s ; z� �� GL`s cc� v lane closures in the Tukwila Urban Center. d. Fire, pedestrian, and vehicular access to buildings shall be maintained at all 16) CLEAN OUT STORM DRAINAGE SYSTEM. ,Id• o ca -N c a v%.Ck Au« times, except when Permittee has permission from the building owner and the 17 ) UPON COMPLETION OF THE PROJECT STABIL A AREAS AND A D ISTURBED Director to close an access. REMOVE ALL ESC FACILITIES (BMP 1 s) ONLY WHEN ENTIRE SITE IS STABILIZED. Q�y �a•r,� ,c_c�sSva� e. All roadways shall be kept free of dirt and debris using street sweepers. Use of water trucks for cleaning roadways requires prior approval from the Director. • tt ed f. Install steel an over lates trench, at an time work is stopped and the P Y Y • !u �'` �' ��`°�` vi` trench is left open. EARTHI'�ORK ESTIMATE i CUT 50 CU. YDS PER LOT CORREC ION tTR# FILL 50 CU YDS PER LOT LEGAL DESCRIPTION: PARCELS A, B, AND C OF THE CITY OF TUKWILLA BOUNDARY LINE ADJUSTMENT NO. L03 -039 ACCORDING TO THE BOUNDARY LINE ADJUSTMENT RECORDED UNDER RECORDING NUMBER 20040526900006, RECORDS OF KING COUNTY, WASHINGTON. �, rn.�.a..w.w.rYw.alrw �. a�..+ a►.,..,..:.,.; �.•,,,,. r:..... �..,........ ........�...+..:......r._:..,.. :�....- ............ � ....... .. ........._ ., - .. __ ... .. ...._ � _ . _ __ . ._ _ _ �4• �' ?'.M...�•• V�...��.A ..��_ ter.. Y1M'._♦ -�... .w__ ... �. .. .- .- .. . _. .... +; ._. _.. __ _ _. ....r .. _..• - -.. .- � .. � .. +. �.. �. - w.♦ Y ..... �._. .�.. ., r. ... .. . ,SHEET INDEX P INW 2*o3 :L 00*�ath SHEET 1 SPECIFICATION ft J0 I J* SHEET 2 EROSION do SEDIMENTATION CONTROL PLAN 0%NiTqhro S;EE G GE do UTILITY PLAN SHEET 4 PRIVATE ACCESS ROAD PROFILE, DRAINAGE DETAILS SHEET 5 ROAD TRENCHING/ ASPHALT RESTORATION, TRAFFIC CONTROL PLAN, SEWER AND WATER DETAILS. I.. ­0 0 w A wow b • W I _e U LL. Z co U W Q I 0 0 N i (0 • Y N Z e 0 v- ? N 4 . 3 00 011 0 000 w zzz PIP Cn Z aaa C7 00 011 a .. � edam U U V U co woo Z 0-4° �W o -� 0 to Z:D W V) Q R z PROJECT WNBER r� 1 }. A 03003 SHEET i OF 5 f i A DOAK HOMES, INC. NWI SECTION 10, T23N, R4E, W.M. CB1 GRATE: 23.14 IE. 20.79 TBM: EAST FLANGE BOLT OF FIRE HYDRANT ELEVATION: 25.67 EXISTING VERTICAL CURB & GUTTER CB3 GRATE: 21.78 IE: 20.38 CB4 GRATE: 21.83 IE: 18.88 voo� / y -,00� TBM: EAST FLANGE BOLT y FIRE HYDRANT ELEVATION. 23.16 ``' ?s• 01 4 LIT r • / 12 DEPTH / �► , . 4" -6 QUARRY SPALLS • `. ° 04 utuu or . • • • ' / • • v .• • • M } . •'• I lol S • S •„ • • • \ -*-- -- n. GEOTEXTILE FABRIC UNDER VAI .1 QUARRY SPALLS , — — — G — — _ �(MARAFI 60OX OR EQUAL) INSTALL TEMPORARY CONSTRUCTION ENTRANCE _ ^ PER DETAIL (TYP) STABILIZED CONSTRUCTION ENTRANCE MOTES: I 22 1. INSTALLATION: THE AREA OF THE ENTRANCE SHOULD BE CLEARED OF ALL VEGETATION ROOTS AND OTHER OBJECTIONABLE MATERIAL THE QUARRY SPALLS SHALL BE PLACED TO THE SPECIFIED DIMENSIONS. ANY DRAINAGE FACILITIES REQUIRED BECAUSE OF WASHING SHOULD BE CONSTRUCTED ACCORDING TO SPECIFICATIONS IN THE PLAN. IF WASH RACKS ARE USED. I I THEY SHOULD BE INSTALLED ACCORDING TO MANUFACTURERS SPECIFICATIONS. 2. AGGREGATE: 3 TO r QUARRY SPALLS PER WSDOT STD. SPECS. SEC. 9 -13.6. I I 3. ENTRANCE DIMENSIONS: THE AGGREGATE LAYER MUST BE AT LEAST 12 THICK. IT MUST EXTEND THE FULL WIDTH OF THE VEHICULAR INGRESS AND EGRESS AREA. THE LENGTH OF I I THE ENTRANCE MUST BE AT LEAST 100 FEET. I I 4. WASHING: IF CONDITIONS ON THE SITE ARE SUCH THAT MOST OF THE MUD IS NOT REMOVED ........+ I I FROM VEHICLE TIRES BY CONTACT WITH THE ROCK ENTRANCE, THEN THE TIRES MUST BE WASHED BEFORE VEHICLES ENTER A PUBLIC ROAD. WASH WATER MUST BE CARRIED AWAY FROM THE I ( ENTRANCE TO A SETTLING AREA TO REMOVE SEDIMENT. A WASH RACK MAY ALSO BE USED 70 I I MAKE WASHING MORE CONVENIENT AND EFFECTIVE , I I 5. MAINTAINENCE: THE ENTRANCE SMALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOW OF MUD ONTO PUBLIC RIGHTS - OF - WAY. THIS MAY REQUIRE PERIODIC TOP I I DRESSING MATH 2 STONE, AS CONDITIONS DEMAND. AND REPAIR AND /OR CLEAN OUT OF ANY STRUCTURES USED TO TRAP SEDIMENT. ALL MATERIALS SPILLED, DROPPED, WASHED OR TRACKED FROM VEHICLES ONTO ROADWAY OR INTO STORM DRAINS MUST BE REMOVED I I IMMEDIATELY BY SWEEPING, THE PAVEMENT SHALL NOT BE CLEANED BY WASHING DOWN THE ....... -STREET. EXCEPT WHEN SWE 94NG IS INEFFECTIVE AND THERE IS A THREAT TO PUBLIC SAFETY. II STABILIZED CONSTRUCTION ENTRANCE n � A 6 0 W. NOT TO SCALE a INSTALL TEMPORARY SILT FENCE t • A A A (PER DETAIL) AS NECESSARY t•� zxx BASIS OF BEARINGS: PLAT OF BENNETT'S INTERURBAN TRACTS ELEV. DATUM: ASSUMED CONVERT ELEVATION TO NAVD 1988 BY SUBTRACTING 3.30 FEET SITE ADDRESS: 3805 S. 116TH STREET ° s S - \\ 0 CB37 \X � SOLID IIf% 19.24 `\ CB36 GRATE: 19.06 IE: 16.66 INSTALL TEMPORARY SILT FENCE (PER DETAIL) AS NECESSARY —S s— � a � o �--- C B 38 GRATE: 20.12 IE: 16.45 SEWAGE PUMP STATION VAL —U —VIEW SEWER DISTRICT 'wr» +t - ►':' "'YSYIE`P"+f"! f'..... • 1NY+�i . A ..'i %.aY.M.:• ..i�» w .. . •+i►:.k� w�1. .., w ',rr .. w...i. w+w�• —i «.:w�w✓ � .w - � .....w. ..� . .. Tw « ... .. .. ., _ ... _ . ,� . , .- .., - � _ ... _... .. __. � �.. 21 O A I z FILTER FABRIC MATERIAL 36 M IN WIDE ROLLS. USE STAPLES OR MARE RINGS TO ATTACH FABIC TO WIRE. r .JOINTS IN FILTER FABRIC SHALL BE SPLICED AT POSTS. ..,r 2x2 BY 14 GA. WIRE FABRIC OR EQUIVALENT �1 FILTER FABRIC . m m MATERIAL Vol �1 V 2 BY 14 GA. ARE '•"� •"'� r"'M FABRIC OR EQUIV. IN STANDARD STRENGTH • • 24 FABRIC IS USED 24 4 11 ka 10 36 36 N 0MI MIN. TRENCH. 1A 1C� BURY BOTTOM OF FILTER SACKFILL TRENCH WITH MATERIAL IN 4 TRENCH � NATIVE SOIL OR � -- - -. z 3/4 WASHED ROCK 0 � 12 MIN .z 6' MAX. — 1 .4 - 1�■1 ,. . ; 4 MIN cn 04 04 1 \- 2"x4* WOOD POSTS, STANDARD OR BETTER OR EQUAL ALTERNATE: STEEL FENCE POSTS 2x4 WOOD POST ALT: STEEL FENCE POSTS aaa 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, WITH A MINIMUM 6 INCH OVERLAP, AND BOTH ENDS SECURELY FASTENED TO THE POST. S. THE FILTER FABRIC FENCE SHALL BE INSTALLED TO FOLLOW THE CONTOURS (WHERE FEASIBLE). THE FENCE POSTS Z SHALL BE SPACED A MAXIMUM OF 6 FEET APART AND DRIVEN SECURELY INTO THE GROUND MINIMUM OF 12 INCHES). 1■■1 C. A TRENCH SHALL BE EXCAVATED ROUGHLY 4 INCHES WADE AND 4 INCHES UPSLOPE AND ADJACENT TO THE O WOOD POSTS TO ALLOW THE FILTER FABRIC TO BE BURIED. NCH +� 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 WIRE STAPLES AT LEAST 1 INCH LONG, TIE WIRES OR HOG c RINGS. THE WIRE SHALL EXTEND INTO THE TRENCH A MINIMUM OF 4 INCHES AND SHALL NOT EXTEND MORE THAN a O 36 INCHES ABOVE THE ORIGINAL GROUND SURFACE. CR E. THE STANDARD STRENGTH FILTER FABRIC SHALL BE STAPLED OR MIRED TO THE FENCE. AND 12 INCHES OF THE z W O w 1A 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. 0 � W - . F. WHEN EXTRA - STRENGTH FILTER FABRIC AND CLOSER POST SPACING ARE USED, THE WIRE MESH SUPPORT FENCE MAY fa pE ELIMINATED. IN SUCH A CASE THE FILTER FABRIC IS STAPLED OR WIRED DIRECTLY TO THE POSTS WITH ALL Z O a OTHER PROVISIONS OF STANDARD NOTE E APPLYING. I CQ V 1 G. THE TRENCH SHALL BE BACKFILLED WITH NATIVE SOIL OR 3/4 r -1.5 w WASHED ROCK o *400 0 M. FILTER FABRIC FENCES SHALL BE REMOVED WHEN THEY HAVE SERVED THEIR USEFUL PURPOSE. BUT NOT BEFORE THE A UPSLOPE AREA HAS BEEN PERMANENTLY STABILIZED. 0 L FILTER FABRIC FENCES SHALL BE INSPECTED IMMEDIATELY AFTER EACH RAINFALL AND AT LEAST DAILY DURING PROLONGED RAWALL. ANY REQUIRED REPAIRS SHALL BE MADE IMMEDIATELY. d• MAINTENANCE: ANY DAMAGED OR CLOGGED FENCE SHALL BE REPAIRED/kEPLACED IMMEDIATELY. SEDIMENT MUST BFP ' REMOVED WHEN THE SEDIMENT DEPTH IS 6 INCHES OR GREATER. IF CONCENTRATED FLOWS ARE EVIDENT UPHILL" tw" 'THE FENCE, THEY MUST BE INTERCEPTED AND CONVEYED TO A SEDIMENT TRAP OR POND. ? d SILT FENCE DETAIL rr � IPao�cT Nu �MeoR NOT M SCALE 03003 vw SHEET 2 OF 5 tol . . ,...,. „�• ,. .....: o , - '... ` .•. i� : - L..ww. aF v:. � •�•• �' I }} F i4`• y w '�'` a ..► .ti.. .ir DOAK HOMES, INC. N SECTION 10, T23N, R4E, W.M. SANITARY MANHOLE BRIM: 23.04 IE 16.17 CB1 TBM - EAST FLANGE BOLT GRATE: 23.14 OF FIRE HYDRANT IE: 20.79 ELEVATION- 25.67 EXISTING 8 "DI ON WATER MAIN I NEW WATER ME i ER PER CITY STANDARD TO SERVICE PARCEL A CB3 EXISTING VERTICAL GRATE: 21.76 CURB & GUTTER IE: 20.38 I CB4 GRATE: 1 21.83 . IE: .18.88 TBM: EAST FLANGE BOLT FIRE HYDRANT ELEVATION: 23.16 PROPOSED RESIDENTIAL DRIVEWAY CURB CUT PER TUKWILA I.D.C.S.DWG RS -8 SEE DETAIL THIS SHEET • (20' WIDTH) � COSY I�nnit Na • Y IA does &A the violation of crt/ �dopt�ed code or 11 'of M Vmved ftM Copy and eon�tlotts is edmil SAW CUT AND REMOVE SANITARY MANHOLE QY Of 11,E r ASPHALT AND CURB FO RIM: 22.48 91JILDIHG DIVMON ACCESS CURB CUT OH OH '0I I QR- �H H H - 1. . k t I F' 1.. 1 -..[ F EXIST1N G• - CON CRETE • WALK WAY } Ed • . I I .. �t• W 8» W • .I i S90' 0 E DE•D PLAT CAt,C SS• S83'3; ter.• . •.. ..a. _ G nn N90*OO'00 „ E G 155.79 G • .uu • 8 t•W '8,t•W• ' B t W ' 8 "W '6 3 E S .2'• 23:8'WII).E ASRHALf -ROAD • • ., S S G G N90'00'00 "E - G _ • • W 2 7 •C- 111 1' „ •-• -2 0' '� .00 40.00' 40.00' 40.00' ;; NOT TO SCALE G r 17'-4 TI GH TLI N E FrF GRATE. 23.06 N� 21 \ II T 0 EXISTING WATER S RVICE CB5 I 4 IE: 1 9.22 NECTIONS TO SERVICE RATE: 22.16 : s • 5 M I N o��+ IE: 18.76 z t ► 1 II �• r X P �-B D C 1 x 30 ROW PER Q! II NSTALL NEW WATER SE�2VICE PER II cr o ' P HALILEGON AS -BUILT t ' OF TUKWILA STANDARDS FOR Y OF TUKWILA BORE UNDER TRAIL ' • { ,l w w M cr I v, ' I _ `~ SEE oETAIL ( „ ) �\ •i a o N to I I �? P R P '' - B ELO W O S E D 1 2 0 0 P BRUSHING DIRECTION DATED 1 03 EXI TING 6 PVC I SIDE S • \\ 7927 sq.ft. NET) W u_ POLY WATER LIN f ?� 1 q GROSS w L� S= 2. 0 0 09 0% Q STUB •' \\ 9368 s .ft. 22' PRIVATE RO ASEMENT FOR INGRESS EGRESS UTILITIES AND DRAINAGE �' 4 • � � � - 3 • • i \ \ % � �_ ° FOR THE BE OF PARCELS A, B AND C . N INSTALL WA LINE 18" MIN. ABOVE SIDE SEWER •�, \\ W W I I RECORDIN 0. 20040503000886 + - - " + - 4 IN IVATE SIDE SEWER EASEMENT Z FENCE 0.4 WEST OF LINE 3 • ^ .., • • - \\ S 90"00 129. -' F`0 H E BENEFIT O F LOTS A, 8& C \\ U~ --., I I I ' 2 AND S ECT TO THE SIDE SEWER \\ U 3 I I No d i vVea d0d to ""�' b° � o - r ' ,� a EASEMENT REEMENT ON SHEET 2 OF 3 '• \ \G •� 1 I 3 Od I I WhoutPdOf'"'�°"�� d o S OF BOUNDARY E ADJUSTMENT •' ' • \\ J' �- I ° W W °� ;.� T • Buildi D bA o k ^ p < w ,Z > l anew Om aw"i t N0. L03 -039 PE 0040526900006 �► \\ r' S' ' �n ( I .-. I . Revue � review tees• "' .�.._ �... r, `sd '�i w cv ° I I a 1 ,and mW Vjd"de s ' P UNDERGROUND UTILITTS POWER, GAS, PHONE & . • d'• ' oc N I I i 28 . o to (TYP) \ \\ A I I o A a �• ,� �flLE \ \ oo PROPOSED 10' UTILITY EASEMEN T BASIS OF BEARINGS: PLAT OF BENNETT'S INTERURBAN TRACTS ELEV. DATUM: ASSUMED CONVERT ELEVATION TO NAVD 1988 BY SUBTRACTiNG 3.30 FEET SITE ADDRESS: 3805 S. 116TH STREET PRIVATE ACCESS ROAD HAS A NEW IMPERVIOUS AREA OF 2738 SQ.FT. TAX PARCEL NUMBERS A - 073300 -125 8 - 073300 -130 C - 073300 -131 UTILITY LINE IL 8 "W EXISTING S EXISTING OH EXISTING EXISTI G E TING v' \\ r I •' ; �� �'' % 6501 s .ft. ET INSTALL 100 LIN. I FT. OF _ • ISO METRIC VIEW S ) �. • \� I q 1 I o DRIVEWAY INFILTRATION TRENCH _ 7913 GR I CURB TRANSIT_ TYP • A 1' CURB \\ s ( r I I�, PER DETAIL ON SHEET 4 DETAIL En • \,� 1 60 E PROPOSED ' •' \\ QUAL WIDTH IDTH OF DRIVEWAY AT PROPER Y T UNE. WIDTH � 20' 2 .00 - �-. I I • �j \ 2 1 /2" WIDE FULL DEPTH EXPANSION JOINT. CATCH BASIN DATA: � 'S8• 90'00'E n � • �!'� ,. * 0 1 M g.9� FENCE ON PROPERTY LINE I Q FULL DEPTH (3/8 EXPANSION JOINT C136 (TYPE 1 L) � �j 6•3 02 R� hY O4 DRIVEWAY TO BE SURFACED WITH ASPHALT OR CONCRETE. + 12.02 0 STA. \ N 0 3 ^, 21 \G O REMOVAL OF EXISTING CONCRETE CURB do GUTTER SHALL BE BY SAW CUT TO THE NEXT JOINT. VANED GRATE: 22.27 \ r- co AT LEAST ONE CORNER OF THE FUTURE RESIDENCE ON PARCEL C IE(12 "EXIST): 18.84 ' ' y' �� f U, MUST BE WITHIN 150 FEET OF SOUTH 116TH STREET, NOTES ` .� UNLESS OTHERWISE APPROVED BY THE CITY OF . 1 . DRIVEWAY CEMENT CONCRETE SHALL BE A MIN OF 6' THICK AND IS TO BE I E (4" NEW) : 19.34 TUKWILA i ' ► �-� ` C7 PLACED ON A MINIMUM OF 4' CRUSHED SURFACING TOP COURSE COMPACTED TO FUTURE -� > \ i 957 MAXIMUM OENSIIY. •, •� U RESIDENCE • r- I I C (TYPE 1) �, ,+� 2. CEMENT CONCRETE SHALL BE CLASS B OR BETTER THAT 5% SACK, 3000 PSI. STA. 1+44.66 F.F. 22.0 N � � I 3. DRIVEWAY SHALL BE BRUSHED LONGITUDINALLY. OD VANED GRATE: 21.03 y , \ to I QD 4. DRIVEWAY JOINTS SHALL BE EDGED WITH A 1 4', INCH RADIUS EDGER. DRIVEWAY EDGES SHALL BE TOOLED WITH A E (4 ) . 19.3 4 •, t!'+ 1 ! /2 INCH RADIUS EDGER. � � I ,EGEND WATER MA SEWER AIN 0 HEAD UTILITIES STORM DRAIN GAS MAIN ' 799 Sq. f t. _�•, w \ 5. THE FINISHED DRIVEWAY SHALL BE SPRAYED WITH A TRANSPARENT CURING COMPOUND COVERED BY ^ I WATERPROOF PAPER OR PLASTIC SHEETING IN THE EVENT OF RAIN OR OTHER INCLEMENT WEATHER. PROPOSED UND ROUND UTILITIES �'� ' < ; rn CURING TIME SHALL BE FOR A MINIM of 7 2 HO W/ CONDUIT ORED UNDER TRAIL • • \\ �o•x '`! Q I I 6. REFERENCE CITY OF TUKWILA STANDARD DWG. RS -8. FUTURE ROOF DOWNSPOUT DRYWELL (TYP) • . , • - O \N 4b PER DETAIL ON SHEET 4 N �M � '`�- 0 RESIDENTIAL DRIVEWAY CURB CUT y j (1 DRYWELL PER 1000 SQ. FT. ROOF AREA) I I J i �.� 2 Q v \� .-: t I NOT TO SCALE • j n I I EXISTING • CITY Of TUKWILA UTILITY POLE • • • I .• I � 18 zoo SEE QRiC - &)* L , j ee r- 3 .- PERMIT CENTER . The *m bye been trrviewed by the Public �lo►orka meat wkb DRAINAGE PLAN NOTES: Iu�ot� 5u�,o /ma n or .. . , 21 •$7 20.00 4 SET PK NAIL & FLASHER #22594 IN ASPHALT r- N 'S ' 7"E , oaaiaio� bim to ago ud 1 • STORM WATER RUNOFF FROM THE ROOF AND DRIVEWAY AREAS FROM EACH LOT 9 ' ' . • : • ' ' ' • $ • • whkh do not ndmiae v of SHALL BE DIRECTED TO THE ROOF DOWNSPOUT INFILTRATION SYSTEM. S S, S �` "'' The re�eea�•bilit�r 2. THE FINAL GRADE ELEVATIONS SHOWN ON THIS PLAN MAY ADJUSTED A POI ,� , ''o d °9"'T of the r s" totes with the L B E S .. • •.' ' •• _ _ - - I _ NESESSARY TO REDUCE CUTS FILLS AND/OR MAINTAIN 114% MIN 59 MAX SLOPES = -•- - 8 - - = - -- - - - - ' --- --- W tcvi�at N dial / / - ' - FOR DRIVEWAY DRAINAGE FLOWS. THE PROPOSED RESIDENCE FINISHED FLOOR SHALL _ •._ _ _ _ _ -- _ - - -- • ' •• 0 �w�r � �a d�rte wj/ hoid tii� aoo�ten0e \ O . • ••• sled wilt nqw" a � BE AT AN ELEVATION HIGHER THAN THE EXISTING PAVEMENT IN 45TH AVE. S. \X y ' • • ' 0 0 far rerl�ed '� 4. INSTALL FILTER FABRIC OV CATCH �\ • ..•• >Ilpp�vtrtt. VE ALL C C BASIN OPENINGS DURING CONSTRUCTION. C637 I` 5. A SOIL LOG TEST HOLE WAS DUG IN THE AREA OF THE INFILTRATION SYSTEMS. SOUD LID: 19.24 �` phti eooapgloo� y ; ' j THE SOIL TYPE AND STRATIFICATION WAS TYPICALLY AS FOLLOWS: \ CB 38 •:e Plat t Waco hmpecda by - rr 0 -2.5' BROWN FINE SAND GRATP�E-*20.12 IE: 16.45 0 + , . 5 8 BLACK MEDIUM -FINE SAND CB36 0 •v5' w.o NO WATER TABLE ENCOUNTER ON 4/16/2003 IF GRATE: 19.Ofi o SEWAGE PUMP STATION .��p Pt bra no�ti SCS SOIL CLASSIFICATION: URBAN LAND IE: 16.66 y VAL - -VIEW SEWER DISTRI as THE ON -SITE SOIL APPEAR D, S E TO BE ADEQUATE FOR INFILTRATION IN ACCORDANCE PARCEL A PARCEL 8 PARCEL C AREA 9368 SQ. 791 SO. PT. 6799 SQ. FT. ROOF AREA 1954 . FT. 1954 SQ. FT. 1954 SQ. FT. DRIVE & WALK AREA 504 SQ.FT. 504 SO. FT. 573 SQ.FT. TOTAL IMPERVIOUS AREA 2458 SQ.rT. 2458 SQ.FT. 2527 SQ.ET. TAX LOT NO. 073300 -125 073300 -130 073300 -131 ' 799 Sq. f t. _�•, w \ 5. THE FINISHED DRIVEWAY SHALL BE SPRAYED WITH A TRANSPARENT CURING COMPOUND COVERED BY ^ I WATERPROOF PAPER OR PLASTIC SHEETING IN THE EVENT OF RAIN OR OTHER INCLEMENT WEATHER. PROPOSED UND ROUND UTILITIES �'� ' < ; rn CURING TIME SHALL BE FOR A MINIM of 7 2 HO W/ CONDUIT ORED UNDER TRAIL • • \\ �o•x '`! Q I I 6. REFERENCE CITY OF TUKWILA STANDARD DWG. RS -8. FUTURE ROOF DOWNSPOUT DRYWELL (TYP) • . , • - O \N 4b PER DETAIL ON SHEET 4 N �M � '`�- 0 RESIDENTIAL DRIVEWAY CURB CUT y j (1 DRYWELL PER 1000 SQ. FT. ROOF AREA) I I J i �.� 2 Q v \� .-: t I NOT TO SCALE • j n I I EXISTING • CITY Of TUKWILA UTILITY POLE • • • I .• I � 18 zoo SEE QRiC - &)* L , j ee r- 3 .- PERMIT CENTER . The *m bye been trrviewed by the Public �lo►orka meat wkb DRAINAGE PLAN NOTES: Iu�ot� 5u�,o /ma n or .. . , 21 •$7 20.00 4 SET PK NAIL & FLASHER #22594 IN ASPHALT r- N 'S ' 7"E , oaaiaio� bim to ago ud 1 • STORM WATER RUNOFF FROM THE ROOF AND DRIVEWAY AREAS FROM EACH LOT 9 ' ' . • : • ' ' ' • $ • • whkh do not ndmiae v of SHALL BE DIRECTED TO THE ROOF DOWNSPOUT INFILTRATION SYSTEM. S S, S �` "'' The re�eea�•bilit�r 2. THE FINAL GRADE ELEVATIONS SHOWN ON THIS PLAN MAY ADJUSTED A POI ,� , ''o d °9"'T of the r s" totes with the L B E S .. • •.' ' •• _ _ - - I _ NESESSARY TO REDUCE CUTS FILLS AND/OR MAINTAIN 114% MIN 59 MAX SLOPES = -•- - 8 - - = - -- - - - - ' --- --- W tcvi�at N dial / / - ' - FOR DRIVEWAY DRAINAGE FLOWS. THE PROPOSED RESIDENCE FINISHED FLOOR SHALL _ •._ _ _ _ _ -- _ - - -- • ' •• 0 �w�r � �a d�rte wj/ hoid tii� aoo�ten0e \ O . • ••• sled wilt nqw" a � BE AT AN ELEVATION HIGHER THAN THE EXISTING PAVEMENT IN 45TH AVE. S. \X y ' • • ' 0 0 far rerl�ed '� 4. INSTALL FILTER FABRIC OV CATCH �\ • ..•• >Ilpp�vtrtt. VE ALL C C BASIN OPENINGS DURING CONSTRUCTION. C637 I` 5. A SOIL LOG TEST HOLE WAS DUG IN THE AREA OF THE INFILTRATION SYSTEMS. SOUD LID: 19.24 �` phti eooapgloo� y ; ' j THE SOIL TYPE AND STRATIFICATION WAS TYPICALLY AS FOLLOWS: \ CB 38 •:e Plat t Waco hmpecda by - rr 0 -2.5' BROWN FINE SAND GRATP�E-*20.12 IE: 16.45 0 + , . 5 8 BLACK MEDIUM -FINE SAND CB36 0 •v5' w.o NO WATER TABLE ENCOUNTER ON 4/16/2003 IF GRATE: 19.Ofi o SEWAGE PUMP STATION .��p Pt bra no�ti SCS SOIL CLASSIFICATION: URBAN LAND IE: 16.66 y VAL - -VIEW SEWER DISTRI as THE ON -SITE SOIL APPEAR D, S E TO BE ADEQUATE FOR INFILTRATION IN ACCORDANCE 0 06 X W .3 x V z �00 , n�-- W Q I � 3 � I 0 Cy Y N W to C-4 O.N� Nc0 .. • Sic v- - M C3 AAA W z CQ cQ CQ PM4 z coo 5: Z A � ,aaa PIP Emm4 rn CA rZI 0 to to 40 0 ko 110 0 as U� A aaa V cQ � 0 Z ��° w� � W� aA.r Z 0 CQ � v Z Z • Y ' P WITH THE KING COUNTY SURFACE WATER DESIGN MANUAL. PROJECT NUwIBER 6. ALL ON -SITE PVC PIPE SHALL CONFORM TO ASTM D- 3034- SDR35. N X03003 1. SANITARY SEWER CLEAN -OUTS SHALL BE EXTENDED TO FINAL GRADE PER TUKWILA INFRASTRUCTURE STD. DWG. SS -2 (SEE DETAIL ON SHEET 5). SHEET 3 OF 5 v �•��� ��1+•`A•:- 1•iMis Y^.dsli�iti...�f� +w....: • v- ..'iw: - •..- +- .++IM�i•� -.r.►. •_:.:p .. .... ., -v. ,. �.w. �.a.•.,. �.._...•..,,�» � . •w �+w.. .+�..w�.•+► w. r« w. .• -r ..,..... r •v.r- w�.� . �. .,n .... ..•... � .� ..- - -. �.. r ... - . -..._ .- -+...- ... � r.• .. .�.. t A > V • F 0 06 X W .3 x V z �00 , n�-- W Q I � 3 � I 0 Cy Y N W to C-4 O.N� Nc0 .. • Sic v- - M C3 AAA W z CQ cQ CQ PM4 z coo 5: Z A � ,aaa PIP Emm4 rn CA rZI 0 to to 40 0 ko 110 0 as U� A aaa V cQ � 0 Z ��° w� � W� aA.r Z 0 CQ � v Z Z • Y ' P WITH THE KING COUNTY SURFACE WATER DESIGN MANUAL. PROJECT NUwIBER 6. ALL ON -SITE PVC PIPE SHALL CONFORM TO ASTM D- 3034- SDR35. N X03003 1. SANITARY SEWER CLEAN -OUTS SHALL BE EXTENDED TO FINAL GRADE PER TUKWILA INFRASTRUCTURE STD. DWG. SS -2 (SEE DETAIL ON SHEET 5). SHEET 3 OF 5 v �•��� ��1+•`A•:- 1•iMis Y^.dsli�iti...�f� +w....: • v- ..'iw: - •..- +- .++IM�i•� -.r.►. •_:.:p .. .... ., -v. ,. �.w. �.a.•.,. �.._...•..,,�» � . •w �+w.. .+�..w�.•+► w. r« w. .• -r ..,..... r •v.r- w�.� . �. .,n .... ..•... � .� ..- - -. �.. r ... - . -..._ .- -+...- ... � r.• .. .�.. VICINITY MAP, •• [ • .w.w. • ^r . i.+.: ✓.. _ �... ^.� 5.:.. . «.te ... .- •�+� =r - .. At _w v_.rz'.is � �r Y �.W 'I. MM�M��M �•'�.. .. ,.1 rk A MyMwYpf.A1�.►: 1r •. .. t. � E VICINITY MAP, 1 SANITARY MANHOLE , RIM: 23.04 IE 16.17 C61 GRATE: 23.14 IE: 20.79 TBM: EAST FLANGE BOLT OF FIRE HYDRANT ELEVATION: 25.6�7 DOAK HOMES, INC. NWI/4 SECTION 10, T23N R4E W.M. 4 r NcW WATER METER PER CITY STANDARD PROPOSED Piz, %/alfE Azi-Al rr s TO SERVICE PARCEL A CURB CUT S. ��(► ST� C63 TBM: EAST FLANGE BOLT PER TUKWILA I.D.C.S.DWG RS -8 EXISTING VERTICAL � GRATE: 21.78 � FIRE HYDRANT � SEE DETAIL THIS SHEET do CURB GUTTER � IE: 20.38 ELEVATION: 23.16 (20' WIDTH) SANITARY MANHOLE CI ►I. nn An EXITING .INSTALL NEW WATER SERVICE I ER CITY ' 18 91 DI OF TUKWILA STANDARDS WATER MAIN (BORE UNDER TRAIL) ' . r'7 M N � � � A r s� a 3 X Q Z00 c�c0) NZ � Q N � O n N tQ D 00 m vv N � v te iQ tit a AAA � z ° z ° z ° z W Z A aaa A z cow W-4 W4 VO4 W4 vull 904 Emm4 666 w c 1Q 1A w 02 0 a* 00 dov q aaa ' EXI T'NG 6" PVC SIDE SE R STUB --OUT S =2.00% INSTALL WATER LINE 18" MIN. ABOVE SIDE SEWER PRIVATE SIDE SEWER EASEMENT FOR THE BENEFIT OF LOTS A, B & C AND SUBJECT TO THE SIDE SEWER EASEMENT AGREEMENT ON SHEET 2 OF 3 OF BOUNDARY LINE ADJUSTMENT NO. L03-039, REC• #20040526900006 PROPOSED UNDERGROUND UTILITIES (TYP) POWER, GAS, PHONE & CABLE II PROPOSED 10' UTILITY EASEMENT BASIS OF BEARINGS: PLAT OF BENNETT'S INTERURBAN TRACTS ELEV. DATUM: ASSUMED CONVERT ELEVATION TO NAVD 1988 BY SUBTRACTING 3.30 FEET SITE ADDRESS: 3805 S. 116TH STREET PRIVATE ACCESS ROAD HAS A NEW IMPERVIOUS AREA OF 2738 SQ.FT. TAX PARCEL NUMBERS A - 073300 -125 B - 073300 -130 C - 073300 -131 PROPOSED CATCH BASIN DATA: C136 (TYPE 1 L) STA. 0+ 12.02 VANED GRATE: 22.27 IE(12 "EXIST): 18.84 IE(4" NEW): 19.34 CB7 (TYPE 1) STA. 1+44.66 VANED GRATE: 21.03 IE(4 "): 19.34 21 .PROPOSED UNDERGROUND UTILITIES W/ CONDUIT BORED UNDER TRAIL 5s ` I N R;., ►,T- a F vJO-y UTILITY LINE LEGEND 8 "W EXISTING WATER MAIN S EXISTING SEWER MAIN OH EXISTING OVERHEAD UTILITIES EXISTING STORM DRAIN G EXISTING GAS MAIN U Ly Z � w 0 c A o� 0 Z NR° Z� o ce W U2 a' O v Eq z 03003 EXISTING UTILITY POLE SET PK NAIL & FLASHER #22594 IN ASPHALT 5 . CB 37 `� SOLNO LID: 19.24 XX CB36 GRATE: 19.06 IE: 16.66 o OH- EXISTING CON GRATE, - WALK WAY T R A.0 T S -- S .2' • . 23:8'WI DE ASPH AL T•' ROAD . •. • , . •. • • , •..• . - - ._ .. G G _ N90 00 00 M E _ G - VICINITY MAP .00' 40.00' 40.00 40.00' WT TO SCALE T 0 EXISTING WATER S RVICE CB5 • RATE: ' O�INECTIONS TO SERVICE 22.16 P CEt--B D C r IE: 18.76 �. q r SEE DETAIL 2 5 �---�- PRAPOSED 1"-200 PSI BRUSHING DIRECTION POL WATER LINE 1�14e .-4t 22' PRIVATE ROAD EASEMENT FOR INGRESS, EGRESS, UTILITIES AND DRAINAGE 4 F . . a -FOR THE BENEFIT OF PARCELS A 0 AND C RECORDING NO. 20040503000886 FENCE 0.4 WEST OF LINE Z 3 1 z 2 w � I O 5 i s 0 , W 0 2 D 0 28 o 1 30.. 3 INSTALL 100 LIN. I FT. OF ISOMETRIC VIEW �o DRIVEWAY INFILTRATION TRENCH I CURB TRANSITION TYPE 'A -1" CURB v PER DETAIL ON SHEET 4 DETAIL I U1 EQUALS W M OF DRIVEWAY AT PROPERTY LINE. WIDTH 20 \ 2 1/2" WIDE FULL DEPTH EXPANSION JOINT. 1 - o FENCE ON PROPERTY LINE s FULL DEPTH (3/ EXPANSION JOINT. \ DRIVEWAY TO BE SURFACED WITH ASPHALT OR CONCRETE. � i S F REMOVAL 0 EXISTING CONCRETE CURB de GUTTER SWILL BE BY SAW CUT TO THE NEXT JOINT. EL C NOTES A 1. DRIVEWAY CEMENT CONCRETE SMALL BE A MIN OF 6 THICK AND IS TO BE \\ PLACED ON A MINIMUM OF 4" CRUSHED SURFACING TOP COURSE COMPACTED TO 95% MAXIMUM DENSITY. 0 ` 2. CEMENT CONCRETE SWILL BE CLASS 8 OR BETTER THAT 5% SACK, 3000 PSI. OD 3. DRIVEWAY SWILL BE SHED eRU LoNGrruaNALLY. 00 "P I UD 4. DRIVEWAY JOINTS SWILL BE EDGED WITH A 1 4 :INCH RADIUS EDGER. DRIVEWAY EDGES SIHAL -L BE TOOLED WITH A 1 /2 INCH RADIUS EDGER. W \ 5. THE FINISHED DRIVEWAY SHALL BE SPRAYED WITH A TRANSPARENT CURING COMPOUND COVERED BY OOF PAPER OR PLASTIC SHEETING IN THE RAIN ER INCLEMENT O � U T I M E FETING E EVENT OF OR 0TH LEAAENT WEATHER. I CURING ME SWILL BE FOR A MINIMUM OF 72 HOURS. S. REFERENCE CITY OF TUKWILA STANDARD DWG. RS--8. YP) I P VrOt'�i� it N - CURB CUT NOT TO SCALE I M •w va DRAINAGE PLAN NOTES: X 20. o0 40. oo _ 1. STORM WATER RUNOFF FROM THE ROOF AND DRIVEWAY AREAS FROM EACH LOT SHALL BE DIRECTED TO THE ROOF DOWNSPOUT INFILTRATION SYSTEM. • , ; " " 2. THE FINAL GRADE ELEVATIONS SHOWN ON THIS PLAN MAY BE ADJUSTED AS • POINT B NESESSARY TO REDUCE CUTS /FILLS AND /OR MAINTAIN 1%% MIN /5% MAX SLOPES . _. _• - '�� �-- �._ -;.- -lam =.- O FOR DRIVEWAY DRAINAGE FLOWS. THE PROPOSED RESIDENCE FINISHES LOOR SHALL '•. • • • •• BE AT AN ELEVATION HIGHER THAN THE EXISTING PAVEMENT IN 45TH A . S. 0 0 4. INSTALL FILTER FABRIC OVER ALL CATCH BASIN OPENINGS DURING CONSTRUCTION. 5. A SOIL LOG TEST HOLE WAS DUG IN THE AREA OF THE INFILTRATION SYSTEMS. THE SOIL TYPE AND STRATIFICATION WAS TYPICALLY AS FOLLOWS: C638 0 -2.5' BROWN FINE SAND GRATE: 20.12 2.5' -8' BLACK MEDIUM --FINE SAND IE: 16.45 NO WATER TABLE ENCOUNTER ON 4/16/2003 S EWAGE SEWAGE PUMP STATION SCS SOIL CLASSIFICATION: URBAN LAND VAL -U -VIEW SEWER DISTRICT THE ON -SITE SOILS APPEAR TO BE ADEQUATE FOR INFILTRATION IN ACCORDA WITH THE KING COUNTY SURFACE WATER DESIGN MANUAL. 6. ALL ON -SITE PVC PIPE SHALL CONFORM TO ASTM D- 3034- SDR35. err NOTE: �� R � G + �n! ��' �� U Ip Q O vc 0 . as � ��1115/l��l �p •b ! ao 1. SANITARY SEWER ,E.... A m C!TI31 I "'*,404M - ffi"60 Qcw A 116 liml ,Sh «r 3oFs' B - +D1ri- 4 a a 7V , •AC IC, - •b• , V'.. �F. �• ••.t.wyr _ .mow.•. - .+....� -.. .. .•r...... ..•, -..r =� .+.�....w tisAr+i.i. J� - ^'!'9ti+ `'o' t ••v7V`.�n y.�w... 1R`"• -r' �F�Mr.;+. _�R . rw...... w:.�if1�+Ar.�•■r+..r..+l►.+rH•. • s..i....►v V+w.�.�1►.r+�w • . -.,i �• ... ' PAAA IM w ells I ris E ■ w ...IP ; • v - • • 'i n Vosges • �► - IVER IDE W •� � V ` r .., ; , .■ PARCEL A PARCEL B PARCEL C AREA 9368 SQ.FT. 7913 SQ. FT. 6799 SQ.FT. ROOF AREA 1954 SQ.FT. 1954 SQ.FT. 1954 SQ.FT. DRIVE & WALK AREA 504 SQ.FT. 504 SQ.FT. 573 SQ.FT. TOTAL IMPERVIOUS AREA 2458 SQ.FT. 2458 SQ.FT. 2527 SQ.FT. TAX LOT NO. 073300 - 125 073300 - 130 073300 - 131 4 a a 7V , •AC IC, - •b• , V'.. �F. �• ••.t.wyr _ .mow.•. - .+....� -.. .. .•r...... ..•, -..r =� .+.�....w tisAr+i.i. J� - ^'!'9ti+ `'o' t ••v7V`.�n y.�w... 1R`"• -r' �F�Mr.;+. _�R . rw...... w:.�if1�+Ar.�•■r+..r..+l►.+rH•. • s..i....►v V+w.�.�1►.r+�w • . -.,i �• ... ' PAAA IM w ells I ris E ■ w ...IP ; • v - • • 'i n Vosges • �► - IVER IDE W •� � V ` r .., ; , .■ DOAK HOMES, INC. NWI/4 SECTION 10, T23N 24" MINIMUM TRENCH WIDTH t d r t Y'd 40 ASPHALT PAVEMENT . • . j • . Oa p EXISTIN , • o °a a t o p SURq OLIND ° 8 0. f1NgL GR ADE Z o • " �+ E oe 4� p FILTER FABRIC a1Q o ° o 0 8 to - ° •° OVER GRAVEL G T to e N • ° ,° ° " ° � ° 0 0 p 0� 0 ,tea •• o • ° • •� to to t o 2 MIN oao o ° p 000 ° °o o �N to to Z 00 t o ° 30 z o 0 0 o e to 0 . to to p 4" PERFORATED PVC e e e 0 0 0 8° (SDR35 ASTM3034) 0 06' N z POORLY GRADED WASHED t: ; •- UNDISTURBED GRAVEL (3/4 " -1 YA SOIL ....,,„. I MPERVIOUS S01 L S TRA Tq OR WA 'rER TABLE 20 V �'RI ATE ROAD INFILTRATION TRENCH NOT TO SCALE I III . I III . - .. . •. I III r I III ADOF DOWNSPOUT I III �� . III TYPE 1 CATCH BASIN III WITH VANED GRATE 11 L INSTALL 24' - *4 REBAR +' I OVERFLOW AT CENTER OF DRYWELLN w . ; �� .,.. , ,• _ _• _ — ` : _ FOR FUTURE LOCATION -? 1 y zIcr .. .. - t'' '..• I _ I I I �I .. C4u r•. • I i 1 4 PVC I IL ••. �•I �,�..� — � -- _ 4' PVC — _ _ _i i '� I i 4' PVC w I w [6" MAX. f' SHOP I— _ E =2�0% �itN. ` Of�� / S =2,00% — I. • ;, . �';'1 I I I . 1 x 4"-4 LEACH BED TUBING 112 � MIN. I � ON LEVEL GRADE I_ I wl DIA. DRY WELL FILTER FABRIC LINER I �. -� I 112'MIN, I of v�EDvD�Dv s� -� -� �— ON SIDES AND TOP 1/4' MESH SCREEN,, I L _ — — — J I•- I I col OF DRY WELL ON PIPE INLET L 12' MINbR A OVE SEASONAL WATER i TABLE RESTRICTIVE LAYER 48n__ -�.! I ROOF DOWNSPOUT DRYWELL NOT TO SCALE I NOTE: ALL UTILITIES, INCLUDING POWER, TELEPHONE, 'TV CABLE. ETC., SHALL BE PLACE UNDERGROUND PER TUKWILA ORDINANCE. .,DATUM EIXV Ja 00 N N Q A. w7 ' M My A Z4E womo • � 1 f N V � 0 +00 1 +00 rA M rA r co PRIVATE ACCESS ROAD PROFILE ' � z SCALE: 1' :30' HORZ. 1 " =5' VERT. �F��i.'I�'.'t tl,4 iML` ,.+. T �':• �°1'• .."I[ A A • .'..�K.wj►� ♦ •!•�`. , ���.+Ir.wN • :.. -...' -a�.M�....•+A•M -• ....M.N,•r�rw .- �•..•_M "'r �'M .Y/►�Y�•.• v.•...r. r.. � • ...... �n1 +...�. M`�.w .M- ...I.• •r -. w .r. r. •. � w.•�• ...•.I �... � . . �. .. - .."' • r w •.- ._ . v . +� .. , . .... ...• v _ ., r �r . .. • w I.• - .+. +. ... .- ..�...� � ..�.. T•^•,+•. .r ✓•.. .. • r. � .�.... .�. .. .� A..«....... -- w•.... •�.••v...��� .. .. - � ... .. ... - .. 10 72Z X WIDTH 20' WIDTH ^ co i o C/L ~ m A 0 2z � � 0 Z IA O W �•r ce e .� W � I 0 � a co 2" CLASS 8 ASPHALT COMPACT SUBBASE AND ALL SUBGRADE MATERIALS TO � (COMPACTED DEPTH) 951 MAX. DENSITY PER ASTM MODIFIED PROCTOR. A e 4` CRUSHED SURFACING TOP COURSE z c (COMPACTED DEPTH) GRAVEL BORROW AS NECESSARY 400 2 4aikimm CROSS - SECTION .�--A � PRQx MMeEa 'NOT TO SCALE ct � 03003 SHEET 4OF'5 ' 4 n y, . ... .. .. -.y -..,. wf ..., . 4— 11 . ... .:+:r. war .r. w ..3 r+3..��.wY.�w. i ►+lw .. la sw. . +► R ►� .r ems a t. ;! .a -.v ,.•.M ,� .Mh/1 ' t - � q�Ylr. ...p.rH .ar�...�' .4 N N LO i N 0 0� W Y Q W Q > W W F-- J m m U Q o- W m Z W U Q� H Cc LI U W U O M li W O ul , s cD ch o + W . 00 x 04 FINISHED GRADE + o Q LO co + m to w EXISTING GRADE Q w O 0 O Q r• 00 _ 2.0o o CV V) r 17 t -4 n TIGHTLINE co m U 1OWIN TO ROW n 110' DRIVEWAY INFILTRATION TRENCH � < �- PER DETAIL ON THIS SHEET 2 V) 20' n .. fROW m U L ^00 N Z �p r-- o =W O < (n 0 +00 1 +00 rA M rA r co PRIVATE ACCESS ROAD PROFILE ' � z SCALE: 1' :30' HORZ. 1 " =5' VERT. �F��i.'I�'.'t tl,4 iML` ,.+. T �':• �°1'• .."I[ A A • .'..�K.wj►� ♦ •!•�`. , ���.+Ir.wN • :.. -...' -a�.M�....•+A•M -• ....M.N,•r�rw .- �•..•_M "'r �'M .Y/►�Y�•.• v.•...r. r.. � • ...... �n1 +...�. M`�.w .M- ...I.• •r -. w .r. r. •. � w.•�• ...•.I �... � . . �. .. - .."' • r w •.- ._ . v . +� .. , . .... ...• v _ ., r �r . .. • w I.• - .+. +. ... .- ..�...� � ..�.. T•^•,+•. .r ✓•.. .. • r. � .�.... .�. .. .� A..«....... -- w•.... •�.••v...��� .. .. - � ... .. ... - .. 10 72Z X WIDTH 20' WIDTH ^ co i o C/L ~ m A 0 2z � � 0 Z IA O W �•r ce e .� W � I 0 � a co 2" CLASS 8 ASPHALT COMPACT SUBBASE AND ALL SUBGRADE MATERIALS TO � (COMPACTED DEPTH) 951 MAX. DENSITY PER ASTM MODIFIED PROCTOR. A e 4` CRUSHED SURFACING TOP COURSE z c (COMPACTED DEPTH) GRAVEL BORROW AS NECESSARY 400 2 4aikimm CROSS - SECTION .�--A � PRQx MMeEa 'NOT TO SCALE ct � 03003 SHEET 4OF'5 ' 4 n y, . ... .. .. -.y -..,. wf ..., . 4— 11 . ... .:+:r. war .r. w ..3 r+3..��.wY.�w. i ►+lw .. la sw. . +► R ►� .r ems a t. ;! .a -.v ,.•.M ,� .Mh/1 ' t - � q�Ylr. ...p.rH .ar�...�' .4 WATER METER DETAIL NOT TO SCALE CLEAN -OUT. DETAIL WT TO SCALE / SIDE r 1 • f SEWER DETAIL NOT TO SCALE ONE LAW RO� Am"GlAo (IM V*4) 1 8 ]RIGHT -.OF -WAY DETAILS w M • a . b 't O • i. i W t • F i 0 c . Z �G W 0 SOUTH 116TH ST. RIGHT -OF -WAY WORK DESCRIPTION t • < N -- 0 0 oc C-4 I. THE WORK SITE IS LOCATED ON S. 11 dTH ST. APPROXIMATELY 270' EAST OF 39TH AVE. S. 1 • • m 2. r :3. Y , 4. NO UTILITY TRENCHES WILL CROSS S. 118TH ST. S. INSTALL ONE NEW WATER SERVICE CONNECTION TO EXISTING WATER MAIN. z 3 a t } 8. INSTALL ACCESS CURB CUT PER CITY STANDARDS. - 7. ASPHALT PAVE/PATCH (f48 SQ.FT.) ALONG ACCESS CURB CUT. , 8. ESTIMATED ROW WORK DURATION: 8 WORKING DAYS 9. ESTIMATED ROW WORK START DATE: 30 DAYS AFTER PERMIT ISSUANCE. 4 10. ESTIMATED ROW WORK FINISH DATE: 38 DAYS AFTER PERMIT ISSUANCE. . � ..- ..' •• � •AAA 1 coo zzz OR"E H Y CTYP) ` r BLACK TEXT �,.■� SIGN 1A m a ' I ao & 07 07 07 r . ORANGE N 00 0 WHITE REFLECTIVE G� V HIGH RISE TAPE (TYP) WORK AREA WARNING 06 As Z Z p A ' TRUCK WITH FLASHING OR WITH co N z . BEACON ORANGE c T CONE c o o � ap .. TAPER LENGTH Z 0A l oo' W r•� .� I LEGEND: W zW o 1 m . • FLASHING BEACON SWILL BE INSTALLED AT 0=4 I O EACH SIGN FOR NIGHT -TIME USE. _ NE wa o a • DISTANCES MAY VARY AS APPROVED BY THE 0 I ENGINEER. � MlJTCO W20 -4 100' ( ) • Fla1GGERS REQUIRED TO COKTROL TRAFFIC A Q WHENEVER THE CONTRACTOR MUST v ' INTERRUPT TRAFFIC FLOW TO ACCESS THE A ww�a WORK SITE WITH MATERIALS OR EQUIPMENT. M I (bIUi�CO W20 t A) • 51GNS SIZE PER MUTCD. z ■ CONE AT 2S' MAX. SPACING I NOTE: MAINTAIN ONE LANE OPEN AT ALL nMES. ors NUIIi M 'TRAFFIC CONTROL P N '�'' N . 03003 NOT TO SCALE SHEET 5 OF 5 _ Q i�•^r.*+j �� �" �' ��.5.�"'a'•i:+,:•.r.+.i.i.iw�.� wi+►. -v +... �.�...:....w ... � ... a .. -,.... ' ...•� - <..• -s ....- ..w..••.. - .►. ..., .w - .. ... ... - y w ....� .. �_ .• .. - .. .. .. v _,.. .._ . - ... ..... � . __ .._.. _....... _ - .. .. .•. - _ - -• � .. _.... �. _ ...... .. . �. ... . r . n . ,. . . i, .. r _.. ... ,,.. .. .•..�.I•.•. •.•..��• « - w- ....•..•r•... - •+ •• ♦ - ..•,fir• . ^� ♦� -• .. �, . . .•r• w�.- ...... _._, . ...y.. •- -� , .... -.. —.. ..� — . - w_ .. .- ... • .••�. ++tF. •" 1• ✓M'Y.•..,.c ,. M.� i� .. ., s.. .. . . , . ..r.. .. • .'r r. a w.• . ... a.►.. ♦.,•- w. w, r. •. - .•r, M �1 Mw�•1 � � � ,'~• r/ ,��yy r 4 V .. File p D04 -0232 35mm Drawing #1 -5 AM rsE ENGINEERING ✓�t:' � �t�F-1-H 12810 N.E. 178 ST. • Suile 101 Woodinville, WA 98072 -8702 (425) 481 -6601 • FAX: 481-6371 Joe# 39W SHEETI: DATE: Iz hk (rrp) �r (rte ICE r:L I"t�U ►l "I PL A N . � ! �I�G �F R•� ���I,JI�IO� � { 3 6 w to E ►S' rN�c�(x S ��.an1 CvNCRE -Te Foc�T 1r.16 5 *Y L. w� #yhT W� �Nn C.ENSE/Z r,T•rnf G UNt?!r2 Sri LEGEND HOLDO WN PER SCHEDULE AB! x� = ANCHOR BOLT PER SCHEDULE � ' FLOOR TIE PER SCHEDULE ` 5 W x = SHEARWALL PER SCHEDULE Q—T = STRUCTURAL DETAIL PER SHEET TSE -1' �� i J 2 3 I II��II�I.�.I�� I .iI I�LIIIL �IIIIIjiIIIIIi I�ilf Inch 1/ �I _...�2 IIIIILI�IIII�IIII�_ lllllll llllllll ll111.1_Illlllill�i_I_LI_ I 11 . � L LI I�IILI_ I _ 5 1 111111 1 111111 1 1 - 6 III�IIII�I1111�7 ,IIIIIIII�IIIIIIIII�IIIII 1� rsE 7 J - - ff-Ii j) c► . a� , " o . '3d - rk MAIN RQ UTA PLAN, e ENGINEERING 12810 k E. 178M ST. • Suile 101 Woodinville, WA 98072 -8702 (428) 48 - 6 601 • FAX 481 - 6371 JOB#: 3q �� SHEETS ) v U DATE: 12. / ,14 /, Inch ( 1/18 5I �I� I � �T t r. t- �war�,'� �e..s'w` '"" ?�'t^t•^r.rx m � x P 1 �U ( b � ,� �1 � yS� �9kr •rW.�"'r"M�� t 1, , u a wM " ".;, t Z s t� �1 r' tt � ,t,ta I I II II LI I I I �I I LLI_LI I I�I I I LI I I I LII I LI_LLI I I�I I I�LI�lt.I�II Il I II�_ �I�IILLII�IIIl. �� l���I LIIIIIII�IIIII�Ill�lllll) ll�llll(II I�I I�'�I������� J II._ IIIIIIiIII(IIIII AIIIIIIIIIIIIIIIII AMM TSE ENGINEERING 12810 N.E. 178 ST.& sWI 101 WOWinville, WA 98 072-8702 N25 481-6601 • FAX.- 481-6371 JOB#: SHEET#: lq DATE: — 121206 (Tie) I I I I I*! , I %I IN --------- - Inch 1/16 3 I I __.) r� ( 1 2 4 . . ........ . 6 5 If Z I1111 11 1111 ILI.�..I z 1`4 A I, 1 111.16 " , , , , 11 �, 4j . .- ".. TSE` ENGINEERING 5W1 G� , 12810 N.E. 178 ST. • Suite 101 Woodinville, WA 98072 -8702 025) 481 -6601 • FAX: 481 -6371 JOB#: 39x1 SHEET #: zv DATE: 1112 UPPED kWbh PLAN II�IIII�i,li..111 IIIIIrI) .ill I:I2I11l) 1�1 111 ICI III I�IIT�1 III Ili ICI III III III I�I�I�I ��I I Inch 1/1 I ... �' I :,, � �^� I n �XI �yrl ,. I 1 :: - - -- - -• � �.._I ++ I I 5 V I I i � Y,Pn rr•",' � w�nsa. . .,r,:, rer � i�w� 1 % IIIIIII�IIIIIIIII�I _LLI IIII�IILI_ LLI�I LI IIIIIIIlII III IIII1LIIIILiII�III IIIIII� I .I IIIIIII�I IIIII I I�'I III IItII� __ I IIIIIIIII�IIIII A� T S E ENGINEERING 12810 N.E. 178 ST. • Suile 101 Woodinville, WA 98072 - 8701 (425) 481 -6601 • FAX: 481 -6371 JOB#: mommummm 315 SHEET #: 2 1 DATE: 71 PER PIT411. N / 'TSE 3 4r��I V OR"IFIRrl PPI/7P rn , — I f ..vw pRL uPFAA- Wft� vEr4 i " 00 Ov) { IIiIIIilillllll I I�� X11 III Ijl�l�l III ICI Jill 111 III Ijl ��� III" III ICI j i ijj ICI Inch 1/18 3) I. I 6 I , l hTM ., . � � ` r, '•'„ G r (, i Iii <S�19, � �'` � 56 tiL E6 Z6 L6-. " ' I I ' LI L 0L ILIILLI IIIIIIIIIIIIIiIIIIII