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Permit D13-179 - DOAK HOMES - LOT 6 - NEW SINGLE FAMILY RESIDENCE
DOAK HOMES, LOT 6 5001 S 122 LN D13-179 • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Inspection Request Line: 206-438-9350 Web site: http://www.TukwilaWA.gov Parcel No: 0179001861 COMBOSFR PERMIT Permit Number: D13-179 Address: 5001 S 122 LN Issue Date: 2/22/2016 Permit Expires On: 8/20/2016 Project Name: DOAK HOMES, LOT 6 Owner: Name: DOAK HOMES INC Address: 11812 26TH AVE SW , BURIEN, WA, 98146 Contact Person: Name: DARRYL DOAK JR Address: 11812 26 AV SW , BURIEN, WA, 98146 Contractor: Name: DOAK HOMES INC Address: 11812 26 AVE SW , SEATTLE, WA, 98146 License No: DOAKHI*092NZ Lender: Name: N/A - SELF-FUNDED BY DOAK HOME Address: Phone: (206) 403-3611 Phone: (206) 246-6587 Expiration Date: 8/13/2017 DESCRIPTION OF WORK: SUBTYPE: NSFR STATUS: APPROVEDDESCRIPTION: CONSTRUCTION OF 1300 SF SFR WITH 325 SF ATTACHED GARAGE AND 60 SF GARAGE PUBLIC WORKS ACTIVIES INCLUDE: TESC, LAND ALTERING, EXISTING WATER METER, SANITARY SIDE SEWER, STORM DRAINAGE INCL. INFILTRATION, AND UNDERGROUNDING OF POWER. TRANSPORTATION IMPACT FEE. TRAFFIC CONCURRENCY TEST FEE PAID UNDER PW10-142 / C11-004. Project Valuation: $185,564.00 Type of Fire Protection: Sprinklers: YES Fire Alarm: YES Type of Construction: V -B Fees Collected: $27,708.78 Occupancy per IBC: R-3 Electrical Service Provided by: TUKWILA FIRE SERVICE Water District: TUKWILA Sewer District: TUKWILA SEWER SERVICE Current Codes adopted by the City of Tukwila: International Building Code Edition: International Residential Code Edition: International Mechanical Code Edition: Uniform Plumbing Code Edition: International Fuel Gas Code: 2012 2012 2012 2012 2012 National Electrical Code: WA Cities Electrical Code: WAC 296-46B: WA State Energy Code: 2014 2014 2014 2012 Public Works Activities: Channelization/Striping: 0 Curb Cut/Access/Sidewalk: 0 Fire Loop Hydrant: 0 Flood Control Zone: 0 Hauling/Oversize Load: 0 Land Altering: Volumes: Cut: 40 Landscape Irrigation: 0 Sanitary Side Sewer: Number: 0 Sewer Main Extension: PRIVATE Storm Drainage: 0 Street Use: 0 Water Main Extension: PRIVATE Water Meter: Yes 171 Permit Center Authorized Sig nature: V' Fill: 10 I hearby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this development per it and agree to the conditions attached to this permit. Signature: Print Name: ii)A Q y( • ,r c C Date: This permit shall become null and void if the work is not commenced within 180 days for the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. PERMIT CONDITIONS: 1: ***BUILDING DEPARTMENT CONDITIONS*** 2: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the Building Official. 3: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431-3670). 4: All permits, inspection records, and approved plans shall be at the job site and available to the inspectors prior to start of any construction. These documents shall be maintained and made available until final inspection approval is granted. 5: Truss shop drawings shall be provided with the shipment of trusses delivered to the job site. Truss shop drawings shall bear the seal and signature of a Washington State Professional Engineer. Shop drawings shall be maintained on the site and available to the building inspector for inspection purposes. • • 6: All construction shall be done in conformance with the approved plans and the requirements of the International Building Code or International Residential Code, International Mechanical Code, Washington State Energy Code. 7: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 8: All wood to remain in placed concrete shall be treated wood. 9: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 10: Manufacturers installation instructions shall be available on the job site at the time of inspection. 11: All construction noise to be in compliance with Chapter 8.22 of the City of Tukwila Municipal Code. A copy can be obtained at City Hall in the office of the City Clerk. 12: Ventilation is required for all new rooms and spaces of new or existing buildings and shall be in conformance with the International Building Code and the Washington State Ventilation and Indoor Air Quality Code. 13: Except for direct -vent appliances that obtain all combustion air directly from the outdoors; fuel -fired appliances shall not be located in, or obtain combustion air from, any of the following rooms or spaces: Sleeping rooms, bathrooms, toilet rooms, storage closets, surgical rooms. 14: Equipment and appliances having an ignition source and located in hazardous locations and public garages, PRIVATE GARAGES, repair garages, automotive motor -fuel dispensing facilities and parking garages shall be elevated such that the source of ignition is not less than 18 inches above the floor surface on which the equipment or appliance rests. 15: Water heaters shall be anchored or strapped to resist horizontal displacement due to earthquake motion. Strapping shall be at points within the upper one-third and lower one-third of the water heater's vertical dimension. A minimum distance of 4 -inches shall be maintained above the controls with the strapping. 16: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206-431-3670). 17: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206-431-3670). 18: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the Building Official from requiring the correction of errors in the construction documents and other data. 19: *`,.:"PLUMBING AND GAS PIPING*** 20: No changes shall be made to applicable plans and specifications unless prior approval is obtained from the Tukwila Building Division. 21: All permits, inspection records and applicable plans shall be maintained at the job and available to the plumbing inspector. 22: All plumbing and gas piping systems shall be installed in compliance with the Uniform Plumbing Code and the Fuel Gas Code. 23: No portion of any plumbing system or gas piping shall be concealed until inspected and approved. 24: AH plumbing and gas piping systems shall be tested and approved as required by the Plumbing Code and Fuel Gas Code. Tests shall be conducted in the presence of the Plumbing Inspector. It shall be the duty of the holder of the permit to make sure that the work will stand the test prescribed before giving notification that the work is ready for inspection. 25: No water, soil, or waste pipe shall be installed or permitted outside of a building or in an exterior wall unless, adequate provision is made to protect such pipe from freezing. All hot and cold water pipes installed outside the conditioned space shall be insulated to minimum R-3. 26: Plastic and copper piping running through framing members to within one (1) inch of the exposed framing shall be protected by steel nail plates not less than 18 guage. • • 27: Piping through concrete or masonry walls shall not be subject to any load from building construction. No plumbing piping shall be directly embedded in concrete or masonry. 28: All pipes penetrating floor/ceiling assemblies and fire -resistance rated walls or partitions shall be protected in accordance with the requirements of the building code. 29: Piping in the ground shall be laid on a firm bed for its entire length. Trenches shall be backfilled in thin layers to twelve inches above the top of the piping with clean earth, which shall not contain stones, boulders, cinderfill, frozen earth, or construction debris. 30: The issuance of a permit or approval of plans and specifications shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the Plumbing Code or Fuel Gas Code or any other ordinance of the jurisdiction. 31: The applicant agrees that he or she will hire a licensed plumber to perform the work outlined in this permit. 32: All new plumbing fixtures installed in new construction and all remodeling involving replacement of plumbing fixtures and fittings in all residential, hotel, motel, school, industrial, commercial use or other occupancies that use significant quantities of water shall comply with Washington States Water Efficiency and Conservation Standards in accordance with RCW 19.27.170 and the 2006 Uniform Plumbing Code Section 402 of Washington State Amendments. 33: ***PLANNING*** 34: HOME CONSTRUCTION MUST MEET ALL REQUIREMENTS OF THE SETTLEMENT AGREEMENT, AS AMENDED, BETWEEN DOAK HOMES AND THE CITY OF TUKWILA. 35: ***PUBLIC WORKS DEPARTMENT CONDITIONS*** 36: Contractor shall notify Public Works Inspector Mr. Dave Stuckle at (206)433-0179 of commencement and completion of work at least 24 hours in advance. 37: Permit is valid between the weekday hours of 7:00 a.m. and 10:00 p.m. only. Coordinate with the Public Works Inspector for weekday work hours after 5:00 and weekend work hours. 38: Work affecting traffic flows shall be closely coordinated with the Public Works Inspector. Traffic Control Plans shall be submitted to the Inspector for prior approval. 39: The City of Tukwila has an undergrounding ordinance requiring the power, telecommunications, and cable service lines be underground from the point of connection on the pole to the house. 40: Flagging, signing and coning shall be in accordance with MUTCD for Traffic Control. Contractor shall provide certified flagmen for traffic control. Sweep or otherwise clean streets to the satisfaction of Public Works (No flushing allowed). Notify City Inspector before 12:00 Noon on Friday preceding any weekend work. 41: Any material spilled onto any street shall be cleaned up immediately. 42: Temporary erosion control measures shall be implemented as the first order of business to prevent sedimentation off-site or into existing drainage facilities. 43: The site shall have permanent erosion control measures in place as soon as possible after final grading has been completed and prior to the Final Inspection. 44: The Land Altering Permit Fee is based upon an estimated 40 cubic yards of cut and 10 cubic yards of fill. If the final quantity exceeds this amount, the developer shall be required to recalculate the final quantity and pay the difference in permit fee prior to the Final Inspection. 45: From October 1 through April 30, cover any slopes and stockpiles that are 3H:1V or steeper and have a vertical rise of 10 feet or more and will be unworked for greater than 12 hours. During this time period, cover or mulch other disturbed areas, if they will be unworked more than 2 days. Covered material must be stockpiled on site at the beginning of this period. Inspect and maintain this stabilization weekly and immediately before, during and following storms. 46: From May 1 through September 30, inspect and maintain temporary erosion prevention and sediment at least monthly. All disturbed areas of the site shall be permanently stabilized prior to final construction approval. 47: ***FIRE DEPARTMENT CONDITIONS*** 48: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: • • 49: Fire apparatus access roads "Fire Lanes" shall be identified by painting the curb yellow and a four inch wide line and block letters 18 inches high, painted in the lane, at fifty foot intervals, stating, "FIRE LANE NO PARKING", color to be bright yellow, or by the posting of signs stating, "FIRE LANE NO PARKING", and painting the curb. Signs shall be posted on or immediately next to the curb line or on the building. Signs shall be twelve inches by eighteen inches and shall have letters and background of contrasting color, readily readable from at least a fifty foot distance. Signs shall be spaced not further than fifty feet apart nor shall they be more than four feet from the ground. (City Ordinance #2047) (ONE SIDE OF THE PRIVATE ROAD TO BE MARKED AS A FIRE LANE.) 50: Adequate ground ladder access to rescue windows shall be provided. Landscape a flat, 12' deep by 4' wide area below each required rescue window. 51: Maximum grade for all projects is 15%. 52: Fire Department access and existing hydrants shall be constantly maintained during demolition and construction. 53: All required hydrants and surface access roads shall be installed and made serviceable prior to and during the time of construction. (IFC 503.1, 508.1) 54: New and existing buildings shall have approved address numbers, building numbers or approved building identification placed in a position that is plainly legible and visible from the street or road fronting the property. These numbers shall contrast with their background. Address numbers shall be Arabic numbers or alphabet letters. Numbers shall be a minimum of 4 inches (102mm) high with a minimum stroke width of 0.5 inch (12.7mm). (IFC 505.1) 55: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances 142327 and #2328) 56: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 57: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575-4407. PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (206) 438-9350 1700 BUILDING FINAL** 0610 ENERGY EFF CERT 5200 EROSION MEASURES 5210 EROSION MEASURES FNL 1400 FIRE FINAL 0201 FOOTING 0202 FOOTING DRAINS 0200 FOUNDATION WALL 0409 FRAMING 0708 GAS FIREPLACE INSERT 2000 GAS PIPING FINAL 0606 GLAZING 8004 GROUNDWORK 5040 LAND ALTERING 1800 MECHANICAL FINAL 0608 PIPE INSULATION 0609 PIPE/DUCT INSULATION 1500 PLANNING FINAL 1900.PLUMBING FINAL • • 1600 PUBLIC WORKS FINAL 0401 ROOF SHEATHING 0603 ROOF/CEILING INSUL 9002 ROUGH -IN GAS PIPING 0701 ROUGH -IN MECHANICAL 8005 ROUGH -IN PLUMBING 5070 SANITARY SIDE SEWER 5090 STORM DRAINAGE 0412 UNDERFLOOR FRAMING 9001 UNDERGROUND 0601 WALL INSULATION 0413 WALL SHEATHING/SHEAR 5130 WATER METER - PERM • City of Tukwila ti Department of Public Works 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-433-0179 Fax: 206-431-3665 Web site: http://www.TukwilaWA.gov Parcel No: 0179001861 Address: 5001 S 122 LN Applicant: DOAK HOMES, LOT 6 • WATER METER INFORMATION Permit Number: D13-179 Issue Date: 2/22/2016 Permit Expires On: 1/2/2017 DESCRIPTION OF WORK: SUBTYPE: NSFR STATUS: APPROVEDDESCRIPTION: CONSTRUCTION OF 1300 SF SFR WITH 325 SF ATTACHED GARAGE AND 60 SF GARAGE PUBLIC WORKS ACTIVIES INCLUDE: TESC, LAND ALTERING, EXISTING WATER METER, SANITARY SIDE SEWER, STORM DRAINAGE INCL. INFILTRATION, AND UNDERGROUNDING OF POWER. TRANSPORTATION IMPACT FEE. TRAFFIC CONCURRENCY TEST FEE PAID UNDER PW10-142 / C11-004. METER #1 METER #2 METER #3 Water Meter Size: 0.75 0 0 Water Meter Type: perm Work Order Number: 21340123 Connection Charge: $60.00 $0.00 $0.00 Installation: $0.00 $0.00 $0.00 Plan Check Fee: $10.00 $0.00 $0.00 Inspection Fee: $15.00 $0.00 $0.00 Turn on Fees: $50.00 $0.00 $0.00 Subtotal: $135.00 $0.00 $0.00 Cascade Water Alliance (RCFC): $0.00 TOTAL WATER FEES: $135.00 $0.00 $0.00 CITY OF TUKWILA Community DeveloiWu Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.TukwilaWA.gov Combinatio(rmit No. Project'No.: �y~- Date Application Accepted: V J 91 l 7 Date Application Expires: l' Zt9 !For office use only) COMBINATION PERMIT APPLICATION — NEW SINGLE FAMILY Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. **please print** SITE LOCATION, Icing Cp Assessor's Tax No.: 0 10o 186 1 Site Address: 500 1 S. % 21°1( 1- t )'G I ole -4,04v Loa le 17 8 PROPERTY OWNER Name: c� 1 C akT3 . Name: (---i oak /47ywe- dile • City: TVY'i 50 State: Wa Zip: /S/ /- ' Address: i l g i Z 2e'fGt i1ve_ S(.0 Email: clerk 1„ ome3 e cyv oto f . GoM State: wa City: s u:reisi Zip: 081[/6 CONTACT PERSON - person.receiving all project' communication Name: c� 1 C akT3 . Address: 1 18 1 Z 2_641 ` fi t kJ City: TVY'i 50 State: Wa Zip: /S/ /- ' Phone: z06 L/03 3611 Fax: 7 06 216 599•7/ Email: clerk 1„ ome3 e cyv oto f . GoM GENERAL CONTRACTOR INFORMATION Company Name: Taatez r0o i 'V[6J�' Company Name: k 1 -40, -vies C Address: (I g, Z 2011. f%.ckj City: 3 VA et'N State: wa Zip: C?D/ /6 t Phone: 24)6 -i6 6 .--Fax: i .2.,,I6 5,,7i i Contr Reg No.: 41t\o K--ic. ,2(xp Date: g/13/13 Tukwila Business License No.: zu _ Di O0496 ARCHITECT OF RECORD _ Company Name: Taatez r0o i 'V[6J�' Architect Name: Cathq j ii i Address: (9 & 2 4, 7-4-11? -4 ' W. 5-t A City: L y 014000 State: wo, Zip: c/8036 Phone: q - 776 67-66 Fax: Email: rcki „Kain&i g INl Sn - C(yh ENGINEER OF RECORD Name: Company Name: tale( l ©%Jil a1 V r'1 -0'!1 Engineer Name: -1- 14,1 seh r-`‘ ewes Ocak l(,,i'^ vl oc Addre's's: Lis-2ci y �' /� N City: codlnV,Ite- State: Vv4 Zip:C/803-2 Phone: 2 6, 66 9 52I SFax: Email: _.!_0 Gtv; I 54c., 14) 67 . c_cni-t LENDER/BOND LSSUED'(required for projects $5,000•or greater'per RCW 19.27.095) Name: p' l I M'4 — d ij - &v, bI Address: 1„ �/ Ocak l(,,i'^ vl oc City: tate: Zip: H:\Applicattons\Forms-Applications On Lme\2011 Applications\Combination Permit Application Revised 8-9-1I.docx Revised: August 2011 bh Page 1 of 4 PROJECT. INFORMATION - 11, Valuation of project (contractor's bid price): $ Scope of work (please provide detailed information): Sid den CC. w ;+f-‘ 325 s'= lova c :v, coo Cork c vr) 1 SDO s47(e l j DETAILED BUILDING INFORAMTION PROJECT FLOOR AREAS : PROPOSEDSQUARE ' FOOTAGE Basement l' floor S 40 2nd floor 1 30 Garage tig, carport ■ 32S - Deck — covered X uncovered IN 6 0 Total square footage Per City of Tukwila Ordinance No. 2327, all new single family homes are required to have an automatic fire sprinkler system installed in the home. Please contact the Tukwila Fire Department for more information - 206-575-4407. EQUIPMENT AND FIXTURE INDICATE NUMBER OF EACH TYPE OF FIXTURE TO BE INSTALLED AS PART OF YOUR PROJECT. MECHANICAL: �/ Value of mechanical work $ 1 furnace <100k btu 1 thermostat emergency generator appliance vent wood/gas stove fuel type: ❑ electric gas 3 ventilation fan connected to single duct water heater (electric) other mechanical equipment PLUMBING: Value of plumbing/gas piping work $ '7-, 000 2 bathtub (or bath/shower combo) bidet � 1t dishwasher floor drain 1 lavatory (bathroom sink) 1 sink / water heater (gas) lawn sprinkler system H:\Applications\Forms-Applications On Line \2011 Applications\Combination Permit Application Revised 8-9-11 .docx Revised: August 201 I bh clothes washer shower water closet gas piping outlets Page 2 of 4 A PUBLIC WORKS PERMIT •INFOR . ION'= ._ f , __pp c. 1 l _ //�� Scope of work (please provide detailed information): �i�oy&- 1 coo( e2LH2' ) "l up a't (.mer' <jeivvcc 5 t'- e/' 4 S ✓I. pQ F,2a —lb Ol ✓l e71 stn. l e ` c 1" Call before you Dig: 811 •Please refer to Public Works.. Bulletin #1 for fees and estimate; sheet.-' WATER DISTRICT .. Tukwila ❑ ...Water District #125 0 .. Letter of water availability provided SEWER DISTRICT .. Tukwila 0 .. Sewer use certificate 0... Highline ❑...Valley View D... Renton ❑ ...Letter of sewer availability provided 0 .. Renton 0 .. Seattle SEPTIC SYSTEM: 0 .. On-site septic system — for on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. SUBMITTED WITH APPLICATION (MARK BOXES WHICH APPLY): VI.. Civil Plans (Maximum Paper Size — 22" X 34") ❑ .. Technical Information Report (Storm Drainage) ❑... Geotechnical Report 0 ...Hold Harmless — (SAO) ❑ .. Bond 0... Insurance ❑... Easement(s) ❑... Maintenance Agreement(s) 0 ...Hold Harmless — (ROW) PROPOSED ACTIVITIES (MARK BOXES THAT APPLY): ❑ .. Right -Of -Way Use - Potential disturbance V-..Construction/Excavation/Fill - Right-of-Way...0 -or- Non Right -of -Way.. .. Total Cut Total Fill �d Cubic Yards 10 Cubic Yards Ilk Sanitary Side Sewer ❑ .. Cap or Remove Utilities ❑ .. Frontage Improvements ❑ .. Traffic Control 0... Work In Flood Zone g... Storm Drainage ❑... Abandon Septic Tank t. Trench Excavation 0...Curb Cut 1,. Utility Undergrounding 0... Pavement Cut ❑ .. Backflow Prevention - Fire Protection 0... Looped Fire Line irrigation Domestic Water -. Permanent Water Meter Size 1 " WO # ❑ .. Residential Fire Meter Size ❑ .. Deduct Water Meter Size " WO# ❑ .. Temporary Water Meter Size " WO # ❑ .. Sewer Main Extension Public ❑ - or - Private 0 ❑ .. Water Main Extension Public ❑ - or - Private ❑ FINANCE INFORMATION — THIS INFORMATION IS REOUIRED TO BE FILLED OUT WHEN REQUESTING WATER OR SEWER SERVICE Fire line size at property line number of public fire hydrant(s) 0 .. water ❑ .. sewer MONTHLY SERVICE BILLING TO: Name: ❑ .. sewage treatment Day Telephone: Mailing Address: City State Zip WATER METER REFUND/BILLING: Name: Day Telephone: Mailing Address: City State Zip H:Wpplications\Forms-Applications On Line 12011 Applications\Combination Permit Application Revised 8-9-1 I.docx Revised: August 2011 bh Page 3 of 4 PERMIT APPLICATION NOTES • LICABLE TO ALL' PERMITS IN THISICATION -,va tie Value of construction — In all cases, a 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. 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. PROPER ER OR ORIZE AGENT: Signature: Print Name: Darr y 1 DoOI� �1• Mailing Address: 1 1 B !� Z 26' / / "c- 5(4 ) H:Wpplications\Forms-Applications On Line \2011 Applications\Combination Permit Application Revised 8-9-11.docx Revised: August 2011 bh Day Telephone: I�v✓r�� City Date: S- Z. (^ ( 3 706 c-(03 36 ( I (spa 9Pi /46 Slate Zip Page 4 of 4 Cash Register Receipt City of Tukwila DESCRIPTIONS P rmitTRAK;w, I ACCOUNT QUANTITY PAID z> _' , ;,tea ..$26•132 03 - -4iD13-179, Address: 5001"5122 LN Apn: 0179001861 ^� � a $26;132:03 0.75 INCH $135.00 CONNECTION CHARGE R401.379.002.00.00 0.00 $60.00 WATER METER PLAN REVIEW R000.345.830.00.00 0.00 $10.00 WATER METER INSPECTION R401.342.400.00,00 0.00 $15.00 WATER TURN -ON FEE R401.343.405.00.00 0.00 $50.00 Additional PW Permit Fee $162.50 Additional PW Permit Fee R000.342.400.00.00 1.00 $162.50 Building Fee $2,041.15 Building Fee 1 R000.322.100.00.00 1.00 $2,041.15 IMPACT FEE $2,348.00 FIRE R304.345.852.00.00 0.00 $922.00 PARK R104.345.851.00.00 0.00 $1,426.00 Mechanical Fee - new const $189.00 Mechanical Fee - new const I R000.322.100.00.00 1.00 $189.00 PERMIT ISSUANCE/INSPECTION FEE $162.50 PERMIT ISSUANCE/INSPECTION FEE R000.342.400.00.00 1.00 $162.50 Plumbing/Gas piping permit fee $252.00 Plumbing/Gas piping permit fee R000.322.100.00.00 1.00 $252.00 PW LAND ALT PERMIT FEE $23.50 PW LAND ALT PERMIT FEE R000.342.400.00.00 1.00 $23.50 SEWER - ALLENTOWN/RYAN $19,800.00 SEWER - ALLENTOWN/RYAN R402.379.004.00.00 1.00 $19,800.00 STATE BUILDING SURCHARGE $4.50 STATE BUILDING SURCHARGE 8640.237.114 1.00 $4.50 TRAFFIC IMPACT FEES $1,013.88 TRAFFIC IMPACT FEES TOTAL FEE •' '' ECEIPT: R7739 R104.345.840.00.00 1.00 $1,013.88 $26,132.03 Date Paid: Monday, February 22, 2016 Paid By: DARRYL DOAK SR Pay Method: CHECK 9240 Printed: Monday, February 22, 2016 12:41 PM 1 of 1 CRWSYSTEMS • \"'qs City of Tukwila \y2 Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Fax: 206-431-3665 Web site: http://www.TukwilaWA.gov Parcel No.: 0179001861 Address: 5001 S 122 LN TUKW Suite No: Applicant: DOAK HOMES, LOT 6 RECEIPT • Permit Number: D13-179 Status: PENDING Applied Date: 05/21/2013 Issue Date: Receipt No.: R13-01696 Payment Amount: $1,576.75 Initials: JEM Payment Date: 05/21/2013 03:20 PM User ID: 1165 Balance: $2,045.65 Payee: DOAK HOMES, INC. TRANSACTION LIST: Type Method Descriptio Amount Payment Check 6684 1,576.75 Authorization No. ACCOUNT ITEM LIST: Description Account Code Current Pmts PLAN CHECK - RES PW BASE APPLICATION FEE 000.345.830 000.322.100 Total: $1,576.75 1,326.75 250.00 Printari• A5-21-2013 INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 PERMIT NO. Project: I Ae 1-104463 T, a of Inspection: -buia/Arc. <At Ad ess: vl S >zzN.b b./ Date Called: Special Instructions: Date Wanted: J a //Oa, n. Requester: Phone No: Approved per applicable codes. LJ Corrections required prior to approval. COMMENTS: (9)6 70 cInicAL_ Date: 6//0//6 REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. WINSPECTION RECORD Retain a copy with permit NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION (206) 431-3670 bi - et 6300 Southcenter Blvd., #100, Tukwila. WA 98188 Permit Inspection Request Line (206) 438-9350 \01 Project. A / /— 6:5 Typ5of Inspection: 1 bikepa J& 4--,,A _ Address: 5C/0l S / 22ivb L•./ Date Called: Special Instructions: Date Wante i,�4�/� p.m. Requester: Phone No: giApproved per applicable codes. Corrections required prior to approval. COMMENTS: Inspector:A/40 Date: 6 4016 REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit IN ION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION (206) 431-3670 6300 Southcenter Blvd., #100, Tukwila. WA 98188 Permit Inspection Request Line (206) 438-9350 Project: bOA K 40)416S Type of Inspection: Matt -Anne -AL C7AAL, Address: SGL' / 5 122A) L.A/ Date Called: Special Instructions: lam/ Date Want J�Ol� a:m m. Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: Inspector: Date: REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. 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 Permit Inspection Request Line (206) 438-9350 1761 Pro ect: ,/v ,4ncs Type ofIns ection: 6qs plod& J,i.4L. Address: Saul S )22..Q6 Z// Date Called: zer.Special Instructions: 6 Date Waged)ieo / Requester.. Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: Inspector: Aviki Date: 8/0// (o n REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit ASPECT . '0. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION p 6300 Southcenter Blvd., #100, Tukwila. WA 98188 fn (206) 43670 Permit Inspection Request Line (206) 438-9350 (,--�- P/3- / 77 Pr{yecta �p Type 91Insp_rtior O cJ lJl. _ 0 (C -f-�' A es8 ( `o • 1,,z,k 0 ,,ke, Date Called: Special Instructions: Date W ed / �^ I a.m. p.m. Requester: Phone No: Approved per applicable codes. DCorrections required prior to approval. OMMENTS: e I"c 0 rfd ('� _ 'Weft -S t t siPqe,tcpto oPeptritar0 2)(2-' L,JJ6 ( C Inspector: re„.., Date: 1 ri REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit P13-177 rfTION N0. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project: ��� Type f_Inspection I Address: Fog 1 / t (22 5 / L I Date Called: Special Instructions: A� Date Znt71.6.• ,`a.m. l� p.m. Requester: Phone No: Approved per applicable codes. a Corrections required prior to approval. MENTS: Inspector: Date: / i 6— n REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD Illi/� Retain a copy with permit NSP• ION NO. PERMIT N CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 6 c it( qv '12 °Ptojecta: k 1mt- Type o Inspect li Address:` 5V0 i 10' / Date Cal d: Special Instructions: *piDat Wante —'--1� a.ni. p.m. Requester: Phone No: Approved per applicable codes. a Corrections required prior to approval. OMMENTS: Inspector: Date:(( 6 REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit L �3 q77 PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 Permit Inspection Request Line (206) 438-9350 (206) 431-3670 ProVeO-Ct�ilcrifrej of Typ pegtio I Address: 604 Date Called: Special Instructions: Date Want e— *--%,6 a.m. p.m. Reqkiesterieefri petit Phone No: Approved per applicable codes. a Corrections required prior to approval. MMENTS: Inspector:r_e______ Date;/ G-1 REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. ROMRetain a copy with permit INSPECTION RECORD IN CTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Pro'ect: 7e� � k Typef Insp tion: 'O? f � di Aress. dS6o ( SsC (2,� � Called: a e �, Cv Special Instructions: Date Wanstd: I —.1 a.m. p.m. Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. OMMENTS: Inspector: Date: S"--31-1‘ REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. tt INSPECTION RECORD Retain a copy with permit INSP " •N NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Pr ect: P OC(Ccs Type of Inspection: c F� Address: ,r� ao i CO. Wq. CVte Date Called:. Special Instructions: 4-41 Date Wanted: a.m. 5-3 (-1, p.m. Requester: Pqrref Phone No: Approved per applicable codes. E Corrections required prior to approval. OM M ENTS: 4Z.-6 rk�vi-cle, a C%P �/�prrY � f Inspector: Date:—� REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. rtP INSPECTION RECORD Retain a copy with permit CTION NO. W3-171 PERMIT NO. CITY OF TUKWILA BUILDING DIVISION (206) 431-3670 6300 Southcenter Blvd., #100, Tukwila. WA 98188 Permit Inspection Request Line (206) 438-9350 pr*ecct2c____ r! Type f Inspection: & t cO l f7Z,_ / 1-.4_‘&_e. Date Call`e'� Special Instructions: itvit Datura d:` ` 4 1 ( a.m. p.m. Requeste : Phone No: Approved per applicable codes. 1J Corrections required prior to approval. COMMENTS: Inspector: Kc Date:5_3 1 -(6 REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD CTION NO. Retain a copy with permit PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project:Type poor z- o n pection: t , &7 ( - A5bo F 5 (�j /.ke `� Date Called• Special Instructions: /tA ("5 Date Wanted: W, 5- 3 I —(,C t a.m. p.m. RQquestr Phonreti e No: pproved per applicable codes. Corrections required prior to approval. CdMMENTS: Inspector: Date�� 1 REINSPEC ION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. RpmINSPECTION RECORD Retain a copy with permit INS. PERMIT NO. V(3 (71 CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Pr�ect a��, (". Type of Inspection: C ( 144_5(kt Address r�� 5-00( sot Llam''"` tt t Date Called: Special Instructions:644Date Wanted: Ilkp.m. a.m. Requester: Phone No: Approved per applicable codes. E Corrections required prior to approval. COMMENTS: Inspector: Date: (1 4 REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. (0� INSPECTION RECORD Retain a copy with permit INSPECT! O. PERMIT NO. J(5'7q CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 hce, Pr cu a Ns� Typ of Inspectio 6 f �/ I essi , ( �� VVC3 Z7i l��-� Date Called; 0 / Special Instructions: ,/� V4 Date Wanted: ,j-am—AC a.m. p.m. Requester: Phone No: Approved per applicable codes. LJ Corrections required prior to approval. OM M ENTS: /1)7A- 6"Lxv191 Loo r Inspector:4‘..., REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. Ye INSPECTION RECORD Retain a copy with permit 12/3-i 7q GI ON NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 P Type of Inspection: `6�✓Xvx (( Sd t ./ � Date Cad:Ad-136' Special Instructions: ,q �� ISI Date Wanted: 5 2e-( l a.m. p.m. Requester: Phone No: Approved per applicable codes. E Corrections required prior to approval. OM M ENTS: Inspector: Date: 3-7P-1 REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. �11111 INSPECTION RECORD Retain a copy with permit VI 1-1 7 q CTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 Permit Inspection Request Line (206) 438-9350 (206) 431-3670 Prez q f I $ TYPe o1Wo J G t_ ,T''l(l Address: Date Called: Special Instructions:,A � Date Wanted: `�/ 5 . a.m. p.m. Requester: Phone No: Approved per applicable codes. LJ Corrections required prior to approval. OMMENTS: Inspector: . Date: (/ REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSP ION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 913-0(71 Pr ct: 6 a Type of Inspection: �'Le F&( yt a4 Date Called: Address:, .5O0/ Co • (Z (-1.( Special Instructions: �� Date Wanted: �/{ —(6 a.m. p.m. _jRe ue�ter: are-1 Phone No: 0 Approved per applicable codes. Corrections required prior to approval. - COMMENTS: F/kg.�l frcvr- / Kcultvitt ( 6 fc---tw OR_ v IRPJAa Ve � 71 i r� ev-,S0 (Al — - c-41( v-echf Inspector: zr-c Date: / REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit D f 3 M T 7 PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project: , Type of In ectiion t..1d. R C ke-R, c [ Address: C' ( fa , (ZZ e., Date Called:. Special lnstructions: ,A Date anteed:: / -L�f —�($ a.m. p.m. Requester: Phone No: INApproved per applicable codes. COMMENTS: Corrections required prior to approval. Inspector: /G Date _ > Gj fr I REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit IN "' ION NO. PERMIT NO. j2(3r O(7(f CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 G l� pr Pjr�oject: ( %( 7�,/ VoQ1. N) r (� Type of Ins ectionr �J Address: Soo/ So, la -(Act e Date Called: Special Instructions: -4f� Date Wanted: a.m. p.m. Re u0ster: btv&[[ Phone No: EApproved per applicable codes. Corrections required prior to approval. COMMENTS: fv--6orde hFely (ass (A/i/X )1 0-C Cr. -11(^f- •Worak- Gct l 1 k-effro-re-/( og Inspector: Date: ,/ 2q REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. A INSPECTION RECORD Retain a copy with permit .'f3 - '7 INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 Permit Inspection Request Line (206) 438-9350 (206) 431-3670 P ecr_ F n . da. f� f Ic Type of Ins , r- �r�t r/ oo A dress: c -O ©(4. , ( 7Vit414-$.1e Date Called: Special Instructions: Date Wanted:/ 3%---/(0 1L-' a.m. P.m. Requester: Phone No: Approved per applicable codes. 0 -Corrections required prior to approval. OMMENTS: Inspector: rcd Date: 3, 2_8 _ REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. kC INSPECTION RECORD Retain a copy with permit rn3- 17T PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Pr 'ectr k JoirtecType of Insp cion: h Add res : 5 -CO D. f2; 1.(Et Date Called: Special In tructions: {¢ 1� Date Wanted: 3-24-(C a.m. p.m. Requester: Phone No: pcjApproved per applicable codes. 0 Corrections required prior to approval. COMMENTS: C2'6c . ►�✓I de S Vt„\ ckrkuA ift•k4krkk r a VP.t& (ley utk -13 14 ow, 1 I Inspector: Date: 3 -Zi vl6 REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (pt?) 431-3670 Permit Inspection Request Line (206) 438-9350 � q. (ah �a(i INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: Sprinklers: Type of Ins ection: Address: Suite #: O0 \ «`L Lr\ Contact Person: Special Instructions: Occupancy Type: Phone No.: f A/X._, pproved per applicable codes. COMMENTS: Corrections required prior to approval. Al (mss ! �uI.- cI' Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspectors t _ �?iij S 3 Date: 7/2,0/ / 1 Hrs.: , v $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 James -Anderson Design BeamChek v2011 licensed to: James -Anderson Design Reg # 1194-67520 Doak Lot 6 H-1 Selection Conditions Data Attributes Actual Critical Status Ratio Values Adjustments Loads Header Prepared by: CA Date: 5/06/13 4x 6 DF -L #2 Lu = 0.0 Ft NDS 2005 Min Bearing Area R1= 0.3 int R2= 0.3 in2 (1.5) DL Defl= 0.02 in Beam Span 6.0 ft Reaction 1 LL 113 # Reaction 2 LL Beam Wt per ft 4.68 # Reaction 1 TL 194 # Reaction 2 TL Bm Wt Included 28 # Maximum V 194 # Max Moment 291 '# Max V (Reduced) 164 # TL Max Defl L / 240 TL Actual Defl L / >1000 LL Max Defl L / 360 LL Actual Defl L / >1000 113 # 194 # Section (in3) Shear (in2) TL Defl (in) LL Defl 17.65 2.99 OK 17% 19.25 1.37 OK 7% 0.03 0.30 OK 10% 0.01 0.20 OK 7% Fb (psi) Fv (psi) E .si x mil Fc I •si Reference Values 900 180 1.6 625 Adjusted Values 1170 180 1.6 625 CF Size Factor Cd Duration Cr Repetitive Ch Shear -Stress Cm Wet Use 1.300 1.00 1.00 1.00 1.00 N/A 1.00 1.00 1.00 CI Stability 1.0000 Rb = 0.00 Le = 0.00 Ft REVIEWED FOR .CODE COMPLIANCE APPROVED SEP 052013 • City of Tukwila BUILDING DIVISION Uniform LL: 38 Uniform TL: 60 = A FILE COPY riadermai. Ni" Uniform Load A R1 = 194 R2 = 194 SPAN = 6 FT Uniform and partial uniform loads are lbs per lineal ft. RECEIVED CITY OF TUKWILA MAY 2 1 2013 PERMIT CENTER D13-I�� James -Anderson Design BeamChek v2011 licensed to: James -Anderson Design Reg # 1194-67520 Doak Lot 6 H-2 Selection Conditions Data Attributes Actual Critical Status Ratio Values Adjustments Loads Header Prepared by: CA Date: 5/06/13 4x 10 DF -L #2 Lu = 0.0 Ft NDS 2005 Min Bearing Area R1= 4.1 int R2= 2.4 in' (1.5) DL Defl= 0.02 in Beam Span Beam Wt per ft Bm Wt Included Max Moment TL Max Defl LL Max Defl 5.0 ft 7.87 # 39 # 3520 '# L/240 L / 360 Reaction 1 LL 1702 # Reaction 1 TL 2556 # Maximum V 2556 # Max V (Reduced) 2338 # TL Actual Defl L / >1000 LL Actual Defl L / >1000 Reaction 2 LL Reaction 2 TL 1044 # 1499 # Section (in3) Shear (in2) TL Defl (in) LL Defl 49.91 39.11 OK 78% 32.38 19.48 OK 60% 0.04 0.25 OK 18% 0.03 0.17 OK 15% Fb (psi) Fv (psi) E (psi x mil Fc I (psi) Reference Values 900 Adjusted Values 1080 180 180 1.6 1.6 625 625 CF Size Factor Cd Duration Cr Repetitive Ch Shear Stress Cm Wet Use 1.200 1.00 1.00 1.00 1.00 N/A 1.00 1.00 1.00 CI Stability 1.0000 Rb=0.00 Le=0.00 Ft 1 Point LL 1646 Pt loads: R1 = 2556 Point TL B = 2641 Distance Par Unif LL Par Unif TL 1.5 220 H = 275 H B R2 = 1499 SPAN = 5 FT Uniform and partial uniform loads are lbs per lineal ft. Start End 0 5.0 James -Anderson Design BeamChek v2011 licensed to: James -Anderson Design Reg # 1194-67520 Doak Lot 6 H-2 Selection Conditions Data Attributes Actual Critical Status Ratio Values Adjustments Loads Header Prepared by: CA Date: 5/06/13 4x 10 DF -L #2 Lu = 0.0 Ft NDS 2005 Min Bearing Area R1= 6.2 int R2= 3.3 int (1.5) DL Defl= 0.03 in Beam Span Beam Wt per ft Bm Wt Included Max Moment TL Max Defl LL Max Defl 6.0 ft 7.87 # 47 # 4303 '# L/240 L / 360 Reaction 1 LL Reaction 1 TL Maximum V Max V (Reduced) TL Actual Defl LL Actual Defl 2746 # 3888 # 3888 # 3516 # L/ 793 L/>1000 Reaction 2 LL Reaction 2 TL 1527 # 2037 # Section (in') Shear (in') TL Defl (in) LL Defl 49.91 47.81 OK 96% 32.38 29.30 OK 91% 0.09 0.30 OK 30% 0.06 0.20 OK 29% Fb (psi) v (psi) 180 180 Reference Values 900 Adjusted Values 1080 (psi x mil) FcI (psi) 1.6 1.6 625 625 CF Size Factor Cd Duration Cr Repetitive Ch Shear Stress Cm Wet Use 1.200 1.00 1.00 1.00 1.00 N/A 1.00 1.00 1.00 CI Stability 1.0000 Rb = 0.00 Le = 0.00 Ft Point LL Point TL Distance Par Unif LL Par Unif TL Start End 1993 B = 3028 1.17 380 H = 475 H Pt loads: R1 = 3888 F61 R2 = 2037 SPAN = 6 FT Uniform and partial uniform loads are lbs per lineal ft. 0 6.0 James -Anderson Design BeamChek v2008 licensed to: James -Anderson Design Reg # 8551-66699 Doak/ Lot 10 H-3 Selection Conditions Data Header Prepared by: CA Date: 6/06/08 3-118x 9 GLB 24F -V4 DF/DF Lu = 0.0 Ft NDS 2005 Min Bearing Area R1= 4.1 int R2= 3.9 in2 (1.5) DL Defl= 0.05 in Recom Camber= 0.07 in Beam Span Beam Wt per ft . Bm Wt Included Max Moment TL Max Defl LL Max Defl 6.0 ft 6.83 # 41 # 5948 '# L / 240 L / 360 Reaction 1 LL Reaction 1 TL _ Maximum V Max V (Reduced) TL Actual Defl 1840 # 2654 # 2654 # 2318 # L / 632 LL Actual Defl L / >1000 Reaction 2 LL Reaction 2 TL 1777 # 2557 # Attributes Section (in3) Shear (in2) Actual Critical Status Ratio Values Adjustments Loads 42.19 29.74 OK 70% 28.13 14.49 OK 52% TL Defl (in) LL Defl 0.11 0.30 OK 38% 0.07 0.20 OK 34% Fb (psi) Fv (psi) E (psi x mil Fc (psi) Reference Values 2400 Adjusted Values 2400 240 240 1.8 1.8 650 650 Cv Volume Cd Duration Cr Repetitive Ch Shear Stress Cm Wet Use 1.000 1.00 1.00 1.00 1.00 N/A 1.00 1.00 1.00 CI Stability 1.0000 Rb = 0.00 Le = 0.00 Ft Point LL 1751 Pt loads: R1 = 2654 Point TL B = 2719 Distance 3.0 Par Unif LL Par Unif TL 332 H = 441 240 I = 300 50 J = 76 J H R2 = 2557 SPAN =6 FT Uniform and partial uniform Toads are lbs per lineal ft. Start End 0 3.0 3.0 6.0 3.0 6.0 BeamChek v2009 licensed to: James -Anderson Design Reg # 3039-67001 Doak/Lot 10 H-4 Selection Conditions Data Attributes Actual Critical Status Ratio Values Adjustments Loads header Prepared by: CA Date: 6/22109 4x 10 DF -L #2 Lu = 0.0 Ft NDS 2005 Min Bearing Area R1= 3.5 in2 R2= 3.5 in2 (1.5) DL Defl= 0.08 in Beam Span Beam Wtperft Bm Wt Included Max Moment TL Max Defl LL Max Defl 8.0 ft Reaction 1 LL 1350 # Reaction 2 LL 7.87 # Reaction 1 TL 2191 # Reaction 2 TL 63 # Maximum V 2191 # 4383'# Max V (Reduced) 1769 # L / 240 TL Actual Defl L / 590 L / 360 LL Actual Defl L / >1000 1350 # 2191 # Section (in3) Shear (in2) TL Defl (in) LL Defl 0.08 0.27 OK 32% E (psi x mil 49.91 42.35 OK 85% 32.38 12.82 OK 40% 0.16 0.40 OK 41% Fb (psi) Fv (psi) Fc I (psi) Reference Values 900 ,180 Adjusted Values 1242 207 1.6 1.6 625 625 CF Size Factor Cd Duration Cr Repetitive Ch Shear Stress Cm Wet Use 1.200 1.15 1.00 1.00 1.15 N/A 1.00 1.00 1.00 CI Stability 1.0000 Rb = 0.00 Le = 0.00 Ft Uniform LL: 338 Uniform TL: 540 = A Uniform Load A R1 = 2191 R2 = 2191 SPAN = 8 FT Uniform and partial uniform loads are lbs per lineal ft. BeamChek v2009 licensed to: James -Anderson Design Reg # 3039-67001 Doak/Lot 8 H-5 Selection Conditions Data Attributes Actual Critical Status Ratio Values Adjustments Loads header Prepared by: CA Date: 6/22/09 4x 6 DF -L #2 Lu = 0.0 Ft NDS 2005 Min Bearing Area R1= 0.6 in2 R2= 0.6 in' (1.5) DL Defl= 0.03 in Beam Span Beam Wtperft Bm Wt Included Max Moment TL Max Defl LL Max Defl 6.0 ft 4.68 # 28 # 561 '# L / 240 L / 360 Reaction 1 LL Reaction 1 TL Maximum V Max V (Reduced) 225 # 374 # 374 # 317 # TL Actual Defl L / >1000 LL Actual Defl L / >1000 Reaction 2 LL Reaction 2 TL 225 # 374# Section (in3) Shear (in') TL Defl (in) 17.65 5.00 OK 28% 19.25 2.30 OK 12% 0.06 0.30 OK 19% LL Defl . 0.03 0.20 OK 14% E (psi x mil Fb (psi) Fv (psi) Fc I (psi) Reference Values 900 Adjusted Values 1346 180 207 1.6 1.6 625 625 CF Size Factor Cd Duration Cr Repetitive Ch Shear Stress Cm Wet Use 1.300 1.15 1.00 1.00 1.15 N/A 1.00 1.00 1.00 CI Stability 1.0000 Rb = 0.00 Le = 0.00 Ft Uniform LL: 75 Uniform TL: 120 = A Uniform Load A R1 = 374 R2 = 374 SPAN = 6 FT Uniform and partial uniform loads are lbs per lineal ft. James -Anderson Design BeamChek v2011 licensed to: James -Anderson Design Reg # 1194-67520 Doak Lot 6 B-1 • Beam Prepared by: CA Date: 5/06/13 Selection • (2) 1-314x 9-1/4 1.9E TJ Microllam LVL. Lu = 0.0 Ft. Conditions NDS 2005 Min Bearing Area R1= 4.0 in2 R2= 0.9 in2 Data Attributes Actual Critical ' Status Ratio Values • Adjustments (1.5) DL Defl= 0.27 in Beam Span Beam Wt per ft Bm Wt Included Max Moment TL Max Defl LL Max Defl 14.33 ft 8.32 # 119 # 7312 '# L / 240 L/ 360 Reaction 1 LL Reaction 1 TL Maximum V Max V (Reduced) TL Actual Defl LL Actual Defl 1933 # 3028 # 3028 # 2713 # L / 291 L / 544 Reaction 2 LL Reaction 2 TL 412 # 687 # Section (in3) Shear (in2) TL Defl (in) LL Defl 49.91 32.57 OK 65% 32.38 14.28 OK 44% 0.59 0.32 0.72 0.48 OK OK 82% 66% Fb (psi) Fv (psi) E (psi x mil) Fci_ (psi Reference Values 2600 Adjusted Values 2694 285 1.9 285 1.9 750 750 CF Size Factor Cd Duration Cr Repetitive Ch Shear Stress Cm Wet Use 1.036 1.00 1.00 1.00 1.00 N/A 1.00 1.00 1.00 CI Stability 1.0000 Rb = 0.00 Le = 0.00 Ft Loads Point LL Point TL . Distance Par Unif LL Par Unif TL Start End -1 1595. B = 2395 3.0 250 H = 400 0 - 3.0 Pt loads: _ 0 R1 = 3028 H R2 = 687 SPAN =14.33 FT Uniform and partial uniform loads are lbs per lineal ft. James -Anderson Design BeamChek v2011 licensed to: James -Anderson Design Reg # 1194-67520 Doak Lot 6 B-2 Selection Conditions Data Attributes Actual Critical Status Ratio Values Adjustments Loads Beam Prepared by: CA Date: 5/06/13 (2) 1-3/4x 9-1/4 1.9E TJ Microllam LVL Lu = 0.0 Ft NDS 2005 Min Bearing Area R1= 4.1 in2 R2= 3.5 ire (1.5) DL Defl= 0.23 in Beam Span Beam Wt per ft Bm Wt Included Max Moment TL Max Defl LL Max Defl 10.66 ft 8.32 # 89 # 8548 '# L / 240 L / 360 Reaction 1 LL Reaction 1 TL Maximum V Max V (Reduced) TL Actual Defl LL Actual Defl 1947 # 3042 # 3042 # 3036 # L/258 L/481 Reaction 2 LL Reaction 2 TL 1648 # 2641 # Section (in3) Shear (in2) TL Defl (in) LL Defl 49.91 38.08 OK 76% 32.38 15.98 OK 49% 0.50 0.53 OK 93% 0.27 0.36 OK 75% Fb (psi) Fv (psi) E (psi x mil FcI (psi) Reference Values 2600 Adjusted Values 2694 285 1.9 285 1.9 750 750 CF Size Factor Cd Duration Cr Repetitive Ch Shear Stress Cm Wet Use 1.036 -1.00 1.00 1.00 1.00 N/A 1.00 1.00 1.00 CI Stability 1.0000 Rb = 0.00 Le = 0.00 Ft Point LL 1595 Pt loads: R1 = 3042 Point TL B = 2395 Distance Par Unif LL Par Unif TL 2.66 250 H = 400 H B R2 = 2641 SPAN = 10.66 FT Uniform and partial uniform loads are lbs per lineal ft. Start End 2.66 10.66 James -Anderson Design BeamChek v2011 licensed to: James -Anderson Design Reg # 1194-67520 Doak Lot 6 B-3 Selection Conditions Data Attributes Actual Critical Status Ratio Values Adjustments Loads Beam Prepared by: CA Date: 5/06/13 (3) 1-3/4x 9-1/4 1.9E TJ Microllam LVL Lu = 0.0 Ft NDS 2005 Min Bearing Area R1= 3.0 iri2 R2= 3.6 int (1.5) DL Defl= 0.23 in Beam Span Beam Wt per ft Bm Wt Included Max Moment TL Max Defl LL Max Defl 12.0 ft 12.48 # 150 # 10662 '# L / 240 L / 360 Reaction 1 LL Reaction 1 TL Maximum V Max V (Reduced) TL Actual Defl LL Actual Defl 1407 # 2273 # 2672 # 2662 # L / 298 L/559 Reaction 2 LL Reaction 2 TL 1688 #. 2672 # Section (in3) Shear (in2) TL Defl (in) LL Defl 74.87 47.50 OK 63% 48.56 14.01 OK 29% 0.48 0.60_ OK 81% 0.26 0.40 OK 64% Fb (psi Fv (psi). (p si x mil Fc I (psi) Reference Values 2600 Adjusted Values 2694 285 285 1.9 1.9 750 750 CF Size Factor Cd Duration Cr Repetitive Ch Shear Stress Cm Wet Use 1.036 1.00 1.00 1.00 1.00 N/A 1.00 1.00 1.00 CI Stability 1.0000 Rb = 0.00 Le = 0.00 Ft Point LL 1595 Pt loads: R1 = 2273 Point TL B = 2395 Distance Par Unif LL Par Unif TL 8.0 250 H = 400 H B R2 = 2672 SPAN =12 FT Uniform and partial uniform loads are lbs per lineal ft. Start End -2.0 8.0 BeamChek v2009 licensed to: James -Anderson Design Reg # 3039-67001 Doak/Lot 8 B-4 Selection Conditions Data Attributes Actual Critical Status Ratio Values Adjustments Loads beam. Prepared by: CA Date: 6/22/09 4x 10 DF -L #2 Lu = 0.0 Ft NDS 2005 Min Bearing Area R1= 2.6 in2 R2= 2.6 int (1.5) DL Defl= 0.17 in Beam Span Beam Wt per ft Bm Wt Included Max Moment TL Max Defl LL Max Defl 12.0 ft 7.87 # 94 # 4912 '# L / 240 L / 360 Reaction 1 LL Reaction 1 TL Maximum V Max V (Reduced) TL Actual Defl LL Actual Defl 1125 # 1637 # 1637 # 1427 # L/351 L / 593 Reaction 2 LL Reaction 2 TL 1125 # 1637 # Section (in3) Shear (int) TL Defl (in) LL Defl 49.91 47.46 OK 95% 32.38 10.34 OK 32% 0.41 0.60 OK 68% 0.24 0.40 OK 61% Fb (psi) Fv (psi) E (psi x mil) Fc_l_ (psi) Reference Values 900 Adjusted Values 1242 180 207 1.6 1.6 625 625 CF Size Factor Cd Duration Cr Repetitive Ch Shear Stress Cm Wet Use 1.200 1.15 1.00 1.00 1.15 N/A 1.00 1.00 1.00 CI Stability 1.0000 Rb = 0.00 Le = 0.00 Ft Uniform LL: 100 Uniform TL: 125 = A Par Unif LL Par Unif TL 88 H = 140 H Uniform Load A R1 = 1637 R2 = 1637 SPAN = 12 FT Uniform and partial uniform loads are lbs per lineal ft. Start End 0 12.0 James -Anderson Design BeamChek v2008 licensed to: James -Anderson Design .Reg # 8551-66699 Doak/LOt 10 B-5 Selection Conditions Data Attributes Actual Critical Status Ratio Values Adjustments Beam Prepared by: CA Date: 5/29/08 4x 12 DF -L #2 Lu = 0.0 Ft NDS 2005 Min Bearing Area R1= 5.1 in2 R2= 5.1 in2 (1.5) DL Defl= 0.02 in Beam Span Beam Wt per ft Bm Wt Included Max Moment TL Max Defl LL Max Defl 6.5 ft Reaction 1 LL 2340 # Reaction 2 LL 9.57 # Reaction 1 TL 3190 # Reaction 2 TL 62 # Maximum V 3190 # 5184'# Max V (Reduced) 2270 # L / 240 TL Actual Defl L / >1000 L / 360 LL Actual Defl L / >1000 2340 # 3190 # Section (in3) Shear (in2) TL Defl (in) LL Defl 73.83 62.84 OK 85% 39.38 ' 18.92 OK 48% 0.07 0.33 OK 22% 0.05 0.22 OK 21% Fb (psi) Fv (psi) E (psi x mil Fc.i (psi) Reference Values 900 180 Adjusted Values 990 180 1.6 1.6 625 625 CF Size Factor Cd Duration Cr Repetitive Ch Shear Stress Cm Wet Use 1.100 1.00 1.00 1.00 1.00 N/A 1.00 1.00 1.00 CI Stability 1.0000 Rb = 0.00 Le = 0.00 Ft Loads Uniform LL: 160 Uniform TL: 200 = A Par Unif LL Par Unif TL 560 H=772 H Uniform Load A /\ R1 = 3190 R2 = 3190 SPAN = 6.5 FT Uniform and partial uniform loads are lbs per lineal ft. Start End 0 6.5 James -Anderson Design BeamChek v2008 licensed to: James -Anderson Design Reg # 8551-66699 Doak/LOt 10 Selection Conditions Data Attributes Actual Critical Status Ratio Values Adjustments Beam Prepared by: CA Date: 5/29/08 3-1/2x 11-1/4 2.0E TJ Parallam W.S. PSL Lu = 0.0 Ft NDS 2005 Min Bearing Area R1= 8.6 in2 R2= 7.8 int (1.5) DL Defl= 0.09 in Beam Span Beam Wt per ft Bm Wt Included Max Moment TL Max Defl LL Max Defl 8.0 ft 12.3 # 98 # 15590 '# L / 240 L / 360 Reaction 1 LL Reaction 1 TL Maximum V Max V (Reduced) TL Actual Defl LL Actual Defl 4730 # 6469 # 6469 # 5355 # L/409 L / 647 Reaction 2 LL Reaction 2 TL 4278 # 5882 # Section (in'.) Shear (in2) TL Defl (in) LL Defl 0.15 0.27 OK 56% Fb (psi) Fv (psi) E (psi x mil 73.83 64.05 OK 87% 39.38 27.70 OK 70% 0.23 0.40 OK 59% Fc I (psi) Reference Values 2900 Adjusted Values 2921 290 2 O 290 2;0 750 750 CF Size Factor Cd Duration Cr Repetitive Ch Shear Stress Cm Wet Use 1.007 1.00 1.00 1.00 1.00 N/A 1.00 1.00 1.00 CI Stability 1.0000 Rb = 0.00 Le = 0.00 Ft Loads Uniform LL: 440 Uniform TL: 550 = A Point LL Point TL Distance Par Unif LL Par Unif TL 1848 B = 2834 Pt loads: i R1 = 6469 4.5 560 H = 772 H Uniform Load A R2 = 5882 SPAN = 8 FT Uniform and partial uniform loads are lbs per lineal ft. Start End 0 6.5 James -Anderson Design BeamChek v2008 licensed to: James -Anderson Design Reg # 8551-66699 Doak/Lot 10 B-7 Selection Conditions Data Attributes Actual Critical Status Ratio Values Adjustments Loads Beam Prepared by: CA Date: 6/06/08 4x 8 DF -L #2 Lu = 0.0 Ft NDS 2005 Min Bearing Area R1= 3.8 int R2= 3.8 in2 (1.5) DL Defl= 0.02 in Beam Span Beam Wt per ft Bm Wt Included Max Moment TL Max Defl LL Max Defl 5.0 ft 6.17 # 31 # 2988 '# L / 240 L/360 Reaction 1 LL Reaction 1 TL Maximum V Max V (Reduced) TL Actual Defl LL Actual Defl 1900 # 2390 # 2390 # 1813 # L/721 L / 1,000 Reaction 2 LL Reaction 2 TL 1900 # 2390 # Section (in3) Shear (in2) TL Defl (in) LL Defl 30.66 30.65 OK 100% 25.38 15.11 OK 60% 0.08 0.25 OK 33% 0.06 0.17 OK 36% Fb (psi) Fv (psi) E (psi x mil Fc I (psi) Reference Values 900 Adjusted Values 1170 180 180 1.6 1.6 625 625 CF Size Factor Cd Duration Cr Repetitive Ch Shear Stress Cm Wet Use 1.300 1.00 1.00 1.00 1.00 N/A 1.00 1.00 1.00 CI Stability 1.0000 Rb = 0.00 Le = 0.00 Ft Uniform LL: 760 Uniform TL: 950 = A Uniform Load A R1 = 2390 R2 = 2390 SPAN=5FT Uniform and partial uniform Toads are lbs per lineal ft. James -Anderson Design BeamChek v2008 licensed to: James -Anderson Design Reg # 8551-66699 Doak/Lot 10 B-8 Selection Conditions Data Attributes Actual Critical Status Ratio Values Adjustments Loads Beam Prepared by: CA Date: 6/06/08 4x 8 DF -L #2 Lu = 0.0 Ft NDS 2005 Min Bearing Area R1= 2.3 in2 R2= 2.3 int (1.5) DL Defl= 0.06 in Beam Span Beam Wt per ft Bm Wt Included Max Moment TL Max Defl LL Max Defl 8.0 ft 6.17 # 49 # 2849 '# L / 240 L / 360 Reaction 1 LL Reaction 1 TL Maximum V Max V (Reduced) TL Actual Defl LL Actual Defl 1120 # 1425 # 1425 # 1209 # L/471 L / 663 Reaction 2 LL Reaction 2 TL 1120 # 1425 # Section (in3) Shear (in2) TL Defl (in) LL Defl 30.66 29.22 OK 95% 25.38 10.08 OK 40% 0.20 0.40 OK 51% 0.14 0.27 OK 54% Fb (psi) Fv (psi) E (psi x mil Fc I (psi) Reference Values 900 Adjusted Values 1170 180 180 1.6 1.6 625 625 CF Size Factor Cd Duration Cr Repetitive Ch Shear Stress Cm Wet Use 1.300 1.00 1.00 1.00 1.00 N/A 1.00 1.00 1.00 CI Stability 1.0000 Rb = 0.00 Le = 0.00 Ft Uniform LL: 280 Uniform TL: 350 = A Uniform Load A R1 = 1425 R2 = 1425 SPAN = 8 FT Uniform and partial uniform loads are lbs per lineal ft. James -Anderson Design BeamChek v2008 licensed to: James -Anderson Design Reg # 8551-66699 Doak/LOt 10 Selection Conditions Data Attributes Actual Critical Status Ratio Values Adjustments Loads Floor joist Prepared by: CA Date: 5/29/08 4x 8 DF -L #1 @ 16 in oc Lu = 0.0 Ft NDS 2005, Repetitive Use Min Bearing Area R1= 1.2 in2 R2= 0.8 in2 (1.5) DL Defl= 0.09 in Beam Span Beam Wt per ft Bm Wt Included Max Moment TL Max Defl LL Max Defl 11.0 ft 0# 0# 2018 '# L / 240 L / 360 Reaction 1 LL Reaction 1 TL Maximum V Max V (Reduced) TL Actual Defl LL Actual Defl 560 # 772 # 772 # 732 # L/512 L / 796 Reaction 2 LL Reaction 2 TL 393 # 519 # Section (in3) Shear (in2) TL Defl (in) LL Defl 30.66 16.19 OK 53% 25.38 6.10 OK 24% 0.26 0.55 OK 47% 0.17 0.37 OK 45% Fb (psi) Fv (psi) E (psi x mil Fc I (psi) Reference Values 1000 Adjusted Values 1495 180 180 1.7 1.7 625 625 CF Size Factor Cd Duration Cr Repetitive Ch Shear Stress Cm Wet Use 1.300 1.00 1.15 1.00 1.00 N/A 1.00 1.00 1.00 CI Stability 1.0000 Rb '.= 0.00 Le = 0.00 Ft Uniform LL: 53 Uniform TL: 67 = A Point LL 367 Pt loads: R/ 2 Point TL B = 557 Distance 3.0 Uniform Load A B R2 = 519 SPAN = 11 FT Uniform and partial uniform loads are lbs per lineal ft. Notes For loads only/rear over laundry and bath James -Anderson Design BeamChek v2008 licensed to: James -Anderson Design Reg # 8551-66699 Doak/LOt 10 Selection Conditions Data Attributes Actual Critical Status Ratio Values Adjustments Loads Floor joist Prepared by: CA Date: 5/29/08 4x 8 DF -L #1 @ 16 in oc Lu = 0.0 Ft NDS 2005, Repetitive Use Min Bearing Area R1= 1.3 in2 R2= 0.9 in2 (1.5) DL Defl= 0.17 in Beam Span Beam Wt per ft Bm Wt Included Max Moment TL Max Defl LL Max Defl 14.0 ft 0# 0# 2343 '# L / 240 L / 360 Reaction 1 LL Reaction 1 TL Maximum V Max V (Reduced) TL Actual Defl LL Actual Defl 596 # 805 # 805 # 765 # L / 329 L/491 Reaction 2 LL Reaction 2 TL 434 # 559 # Section (in3) Shear (in2) TL Defl (in) LL Defl 30.66` 18.81 OK 61% 25.38 6.37 OK 25% 0.51 0.70 OK 73% 0.34 0.47 OK 73% Fb (psi) Fv (psi) E (psi x mil Fc I (psi) Reference Values 1000 Adjusted Values 1495 180 180 1.7 1.7 625 625 CF Size Factor Cd Duration Cr Repetitive Ch Shear Stress Cm Wet Use 1.300 1.00 1.15 1.00 1.00 N/A 1.00 1.00 1.00 CI Stability 1.0000 Rb = 0.00 Le = 0.00 Ft Uniform LL: 53 Uniform TL: 67 = A Point LL 283 Pt loads: R1 = 805 Point TL B = 431 Distance 3.0 Uniform Load A R2 = 559 SPAN = 14 FT Uniform and partial uniform loads are lbs per lineal ft. Notes For Toads only/front over living room James -Anderson Design BeamChek v2008 licensed to: James -Anderson Design Reg # 8551-66699 Doak/LOt 10 Selection Conditions Data Attributes Actual Critical Status Ratio Values Adjustments Loads Floor joist Prepared by: CA Date: 5/29/08 4x 8 DF -L #1 @ 16 in oc Lu = 0.0 Ft NDS 2005, Repetitive Use Min Bearing Area R1= 1.2 in2 R2= 0.9 in2 (1.5) DL Defl= 0.13 in Beam Span Beam Wt per ft Bm Wt Included Max Moment TL Max Defl LL Max Defl 12.0 ft 0# 0# 2552 '# L / 240 L / 360 Reaction 1 LL Reaction 1 TL Maximum V Max V (Reduced) TL Actual Defl LL Actual Defl 564 # 772 # 772 # 731 # L / 389 L / 606 Reaction 2 LL Reaction 2 TL 442 # 586 # Section (in3) Shear (in2) TL Defl (in) LL Defl 0.24 0.40 OK 59% 30.66 20.48 OK 67% 25.38 6.09 OK 24% 0.37 0.60 OK 62% Fb (psi) Fv (psi) E (psi x mil Fc I (psi) Reference Values 1000 Adjusted Values 1495 180 180 1.7 1.7 625 625 CF Size Factor Cd Duration Cr Repetitive Ch Shear Stress Cm Wet Use 1.300 1.00 1.15 1.00 1.00 N/A 1.00 1.00 1.00 CI Stability 1.0000 Rb = 0.00 Le = 0.00 Ft Uniform LL: 53 Uniform TL: 67 = A Point LL Point TL 367 Pt Toads: R/ 2 B = 557 Distance 4.0 Uniform Load A B R2 = 586 SPAN = 12 FT Uniform and partial uniform Toads are lbs per lineal ft. Notes For loads only/front over master br JAMES-&N1)ERSON DESIGN, Y.S. RESIDENTIAL ARCHITECTURE 19626 16th Ave. W Ste. A Lynnwood, WA 98036 (425)116-6/66 REVIEWED FOR CODE COMPLIANCE APPROVED SEP 0 5 2013 City of Tukwila BUILDING DIVISION STRUCTURAL CALCULATIONS FOR: Doak Homes Basic 1500 B Lot 6 FILE COPY Permit No. 6162 ATHERINE ANDERSON ATE OF wASHINGTON Catherine Anderson, Architect 2009 IBC (1) JOB # L-er7-, Date Eng Desc. original calculation C RE TY O CEIVED F TUKWILA MAY 21 2013 F ERMIT CENTER Lateral Analysis IBC 2009 Job #: 0 Description: 0 Governing Code: 2009 International Building Code all references in right margin are 2009 IBC unless specifically noted otherwise. [Page numbers] 1603.1 General Design Criteria [3041 1603.1.4 Wind Design Criteria [3041 1. Basic Wind Speed 85 mph 2. Wind Importance Factor IW 1.00 3. Wind Exposure Category 4. Internal Pressure Coefficient +/- 55 5. Components and Cladding design pressure +/- 10 psf 1603.1.5 Earthquake Design Data [3051 1. Seismic Importance Factor IE 1.00 2. Short Period Acceleration SS 1.25 2. 1 -Second Accelleration S1 0.4 3. Site Class D 4. Spectral response coefficient SDS 0.83 4. Spectral response coefficient SD1 0.43 5. Seismic Design Category D 6. Seis. Force Resisting System A.13. 7. Design Base Shear 7125 lbs 8. Seismic Response Coefficient Cs 0.13 9. Response Modification Factor R 6.5 10. Analysis Procedure used Simplified Table of Contents 0.0 General Lateral Design Criteria 1.0 Determination of Wind Forces 2.0 Determination of Seismic Forces 3.0 Allowable Stress Design Loads 4.0 Shear walls in the Front to Rear Direction 5.0 Shear walls in the Side to Side Direction 6.0 Shear flow calculations 7.0 Appendix F 1609 [320] ASCE 7T6-1 [77] 1609.4 [325] ASCE7F6-5[47] ASCE 7 6.4.2.1.1 [24] ASCE 7 T 11.5-1 [116] F1613.5(1) [348] F1613.5(2) [350] T1613.5.2 [341] EQ 16-36/38 [340-2] EQ 16-37/39 [340-2] T1613.5.6(1) and (2) [343] ASCE 7 T 12.2-1 [120] ASCE 7 EQ 12.8-2 [129] ASCE 7 T 12.2-1 [120] ASCE 7 12.14 [135] Version 7.0 Pg 0.1 Roof Walls Floors Snow Partitions Live Load (psf) 25 40 25 Dead Load (psf) 15 10 10 0 10 1603.1.4 Wind Design Criteria [3041 1. Basic Wind Speed 85 mph 2. Wind Importance Factor IW 1.00 3. Wind Exposure Category 4. Internal Pressure Coefficient +/- 55 5. Components and Cladding design pressure +/- 10 psf 1603.1.5 Earthquake Design Data [3051 1. Seismic Importance Factor IE 1.00 2. Short Period Acceleration SS 1.25 2. 1 -Second Accelleration S1 0.4 3. Site Class D 4. Spectral response coefficient SDS 0.83 4. Spectral response coefficient SD1 0.43 5. Seismic Design Category D 6. Seis. Force Resisting System A.13. 7. Design Base Shear 7125 lbs 8. Seismic Response Coefficient Cs 0.13 9. Response Modification Factor R 6.5 10. Analysis Procedure used Simplified Table of Contents 0.0 General Lateral Design Criteria 1.0 Determination of Wind Forces 2.0 Determination of Seismic Forces 3.0 Allowable Stress Design Loads 4.0 Shear walls in the Front to Rear Direction 5.0 Shear walls in the Side to Side Direction 6.0 Shear flow calculations 7.0 Appendix F 1609 [320] ASCE 7T6-1 [77] 1609.4 [325] ASCE7F6-5[47] ASCE 7 6.4.2.1.1 [24] ASCE 7 T 11.5-1 [116] F1613.5(1) [348] F1613.5(2) [350] T1613.5.2 [341] EQ 16-36/38 [340-2] EQ 16-37/39 [340-2] T1613.5.6(1) and (2) [343] ASCE 7 T 12.2-1 [120] ASCE 7 EQ 12.8-2 [129] ASCE 7 T 12.2-1 [120] ASCE 7 12.14 [135] Version 7.0 Pg 0.1 Wind Design (Method 1) IBC 2009 Simplified Wind Load Method ASCE 7 6.4 [231 Basic Wind Speed 85 mph Wind Exposure Category B Wind Importance Factor 1.00 Height & Exposure Adjustment = 1.00 Topographic Factor Kzt = 1.00 Wind Pressures ASCE 7 6.4.2.1 [241 Ps = Kz11 Ps3o Minimum pressures shall not be less than assuming the pressures for zones A, B, C, & D all equal 10 psf, while zones E, F, G, & H all equal zero. Roof Pitch Ridge Elevation Eave Height Mean Roof Height, h 1609.3 [319], F1609 [320] 1609.4 [325] ASCE 7 T 1-1 [3]&T6-1 [77] ASCE 7 F 6-2 [40] ASCE 7 6.5.7.2 [26], F 6-4 [45] 12 :12 or 45 degrees 26 ft 15.5 ft 20.75 ft Zone Pressures, (A)(Iw)(ps3o) ASCE 7 F 6-2 [381 ASCE 7 EQ 6-1 [24] ASCE 76.4.2.1.1[24] ASCE 76.2[22] 85 Horizontal Pressures Vertical Pressures Overhangs 0 A B C D E F G H EOH GOH 1 12.90 8.80 10.20 7.00 1.00 -7.80 0.30 -6.70 -4.50 -5.20 2 12.90 8.80 10.20 7.00 5.00 -3.90 4.30 -2.80 -4.50 -5.20 Horizontal Zones Areas & Forces, Fx ASCE 7 F 6-2 [371 End zone distance, 2a, where "a" equals the smaller of 10 percent of least horizontal dimension (I.h.d.) or 0.4h, but not less than either 4 percent of Ihd or 3 feet. F x= E(psxX x=A Diaphragm (x = 2) I.h.d. (ft) = 30 a (ft) = 3 Areas 2a (ft) = 6 Forces Diaphragm (x = 1) I.h.d. (ft) = 30 a (ft) = 3 Areas 2a (ft) = 6 Forces Front to Rear A B C D 29 69 88 182 Fx = 3153 Fxmin = 3680 Front to Rear A B C D 24 50 238 168 Fx = 4353 Fxmin = 4800 Side to Side A B C D 24 33 144 77 Fx = 2608 Fxmin = 2780 Side to Side A B C D 42 203 Fx = 2612 Fxmin = 2450 Version 7.0 Pg 1.2 Seismic Design IBC 2009 Site Clasification, Criteria Selection, & Minimum Design Lateral Force Occupancy Category II Seismic Importance Factor IE 1.00 Seismic Design Category D Site Class D Short Period Acceleration Ss 1.25 1 -Second Acceleration S1 0.4 Seis. Force Resisting System A.13. Response Modification Factor R 6.5 Design Spectral Response Acceleration Parameters Site Coeffiecient, Fa 1.0 Site Coeffiecient, Fv 1.6 Substitute equations 16-36 & 16-37 into 16-38 & 16-39 respectively, SDS=23.F. a•SS Sips SDS=3•Fv.S1 SD1=0.43 Simplified analysis, Seismic base shear ASCE 7 12.14.8 [1411 V = (F Sps/R) W Where: F=1.1 for (2) -story Vertical Distribution, Forces at each level ASCE 7 12.14.8 (1411 Fx = (wx/W) V Fx = 0.141 x wx Effective seismic weight & Forces. lbs. at Level x ASCE 7 T 1-1 [3] ASCE 7 T 11.5-1 [116] T1613.5.6(1) and (2) [343] T1613.5.2 [341] F1613.5(1) [348] F1613.5(2) [350] ASCE 7 T 12.2-1 [120] ASCE 7 T 12.2-1 [120] T1613.5.3(1) [341] T1613.5.3(2) [341] EQ 16-36/38 [340-2] EQ 16-37/39 [340-2] ASCE 7 EQ 12.14-11 [141] ASCE 7 EQ 12.14-12 [141] Diaphragm (x = 2) Fx = 2914 roof area (ft2) floor area (ft2) story height (ft) wall length (ft) wx 868 626 8 191 weight (lbs) 13020 0 7640 20660 Diaphragm (x = 1) Fx = 4760 roof area (ft2) floor area (ft2) story height (ft) wall length (ft) wx 670 626 8 245 weight (lbs) 10050 6260 9800 33750 Version 7.0 Pg 2.3 Allowable Stress Design Loads For Wood IBC 2009 Design shall be in accordance with Sections 2304-2306. Structures using wood shear walls and diaphragms to resist wind, seismic and other lateral loads shall be designed and constructed in accordance with AF&PA SDPWS and provisions of Sections 2305, 2306 and 2307. Design per Alternative Basic Load Combinations 1605.3.2 [3091 For worse case effect with wind load, L & S shall be zero. Equations 16-17, 16-18, & 16-19 become, D+(W 2301.2.1 [451] 2305.1 [466] 1605.1 [308] Where w equals 1.3, W equals FX of the respective diaphragm, and 1605.3.2 [309] D shall be multiplied by two-thirds. For worse case effect with seismic load, L & S shall be zero. 1605.1 [308] Equation 16-21 controls, 0.9 D + E/1.4 , substitute ASCE 7 EQ 12.4-1 for E (pQE-0.2SDSD) 0.9 D 1.4 '0.9-0.14SDS\ D+ P QE 1.4 , simplify & arrange variables Where QE equals Fx of the respective diaphragm. Principle of Mechanics Sum the forces in the horizontal direction, diaphragms and shearwalls shall resist, Wind Design Loads, 1.3 Fx Seismic Design Loads, (p/1.4) Fx p = 1.3 ASCE 7 12.3.4.2 [126] Diaphragm For Kzt = 1.00 Front to Rear Side to Side Diaphragm Force (lbs) Force (lbs) x = 2 4784 3614 x = 1 6240 3185 Seismic Design Loads, (p/1.4) Fx p = 1.3 ASCE 7 12.3.4.2 [126] Diaphragm Force (lbs) x = 2 2705 x = 1 4420 Version 7.0 Pg 3.4 Allowable Stress Design Loads For Wood - cont. Sum the moments about the base of a shearwall, overturning shall resist, Where, (v•w)•h - 1 D•w + P.w, 3 , 2 / (v•w)•h - (0.9 -0.14 S DS) D•W + P•w \ 2 / v = shear per linear foot of shearwall w = width of shearwall h = height of shearwall D = resisting dead load centered over shearwall P = resisting dead load at end of shearwall Free Body Diagram of a ShearWall P D SUM MOMEN1S /—ABOUT CORNER (VxM) for wind for seismic Version 7.0 Pg 3.5 Wall Line Level (x) oc. mac', 0\c Segment Tributary Toads Wind Seismic Width Height wr wra wf wfa T(x) T(x+1) T(x) T(x+1) Seis max 1 2 F -R 14.00 8 777 87 VD(x+1) [Ibs] % VD(x) [Ibs] VT(x) [Ibs] L V IBC 2305 TMAx(x) [Ibs] Wind Seis 50% 50% 2392 1352.74 2392 1352.74 14.00 14.00 171 97 max 777 87 2 I 2 I F -R 14.00 8 777 87 VD(x+1) [Ibs] % VD(x) [Ibs] VT(x) [Ibs] L v IBC 2305 TMAX(x) [Ibs] Wind Seis 50% 50% 2392 1352.74 2392 1352.74 14.00 14.00 171 97 max 777 87 3 I 2 I F -R VD(x+1) [Ibs] % VD(x) [Ibs] VT(x) [Ibs] L v IBC 2305 TMAX(x) [Ibs] Wind Seis max 4 I 2 I F -R VD(x+1) [lbs] % VD(x) [Ibs] VT(x) [Ibs] L v IBC 2305 TMAX(x) [Ibs] Wind Seis max Version 7.0 Pg 4.6 Wall Line Level (x) \oma '` �u p`c Segment Tributary loads Wind Seismic Width Height wr wra wf wfa T(x) T(x+1) T(x) T(x+1) Seis max 1 1 F-R 30.00 8 979 777 -326 87 VD(x+1) [lbs] % VD(x) [lbs] VT(x) [lbs] L V IBC 2305 TMAX(x) [lbs] Wind Seis 2392 1352.74 35% 3i lc 2184 1546.88 4576 2899.61 30.00 30.00 153 97 max 979 2 I 1 I F-R 7.25 8 2 4 1 2 2473 777 810 87 VD(x+1) [lbs] % VD(x) [lbs] VT(x) [lbs] L V IBC 2305 TMAX(x) [lbs] Wind Seis 2392 1352.74 6.00 8 2 4 1 2 2523 777 868 87 5.00 8 2 4 1 2 2564 777 915 87 50% 50% 3120 2209.82 5512 3562.56 18.25 18.25 302 195 max 2564 915 3 I 1 I F-R 25.00 8 -585 -817 VD(x+1) [lbs] % VD(x) (lbs] VT(x) [lbs] L V IBC 2305 TMAX(x) [lbs] Wind Seis 15% 15% 936 662.946 936 662.946 25.00 25.00 37 27 max 4 I 1 I F-R VD(x+1) [lbs] VD(x) [lbs] VT(x) [lbs] L v IBC 2305 TMAX(x) [lbs] Wind Seis max Version 7.0 Pg 4.7 Wall Line Level (x) \oma � G p`� � Segment Tributary loads Wind Seismic Width Height wr wra wf wfa T(x) T(x+1) T(x) T(x+1) Seis max A 2 _ S-S 6.50 8 723 380 VD(x+1) [Ibs] ok VD(x) [Ibs] VT(x) [Ibs] L V IBC 2305 TMAX(x) [Ibs] Wind Seis 6.50 8 723 380 50% 50% 1807 1352.74 1807 1352.74 13.00 13.00 139 104 max 723 380 B I 2 I S-S 6.50 8 723 380 VD(x+1) [Ibs] ok VD(x) [Ibs] VT(x) [Ibs) L V IBC 2305 TMAX(x) [Ibs] Wind Seis 6.50 8 723 380 50% 50% 1807 1352.74 1807 1352.74 13.00 13.00 139 104 max 723 380 C I 2 I S-S VD(x+1) [Ibs] VD(x) [Ibs] VT(x) [Ibs] L v IBC 2305 TMAX(x) [Ibsj Wind Seis max D 1 2 I S-S VD(x+1) [Ibsj cyo VD(x) [Ibs] VT(x) [Ibs] L v IBC 2305 TMAX(x) [Ibs] Wind Seis max Version 7.0 Page5.1 Wall Line Level (x) Segment ;o .� p`� oG Tributary loads Wind Seismic --w Width Height wr wra wf wfa T(x) T(x+1) T(x) T(x+1) Seis max A 1 S -S 3.50 8 16 5.5 951 723 543 380 132 VD(x+1) [Ibs] 0/0 VD(x) [Ibs] VT(x) [Ibs] L v IBC 2305 TMAX(x) [Ibs] Wind Seis 1807 1352.74 6.33 8 1.5 5.5 1057 723 666 380 5.00 8 1.5 5.5 1127 723 748 380 50% 50% 16.00 8 14 -163 723 -755 380 1592.5 2209.82 3399.5 3562.56 30.83 30.83 110 116 max 132 1127 748 B I 1 I S -S 3.50 8 16 1703 723 1338 380 235 VD(x+1) [Ibs] 0/0 VD(x) [Ibs] VT(x) [Ibs] L v IBC 2305 TMAX(x) [Ibs] Wind Seis 1807 1352.74 5.00 8 2 1894 723 1561 380 2.50 8 2 1986 723 1668 380 329 50% 50% 4.00 8 14 1690 723 1323 380 1592.5 2209.82 3399.5 3562.56 17.33 17.33 196 206 max 329 1986 1668 2.33 6.66 14 1665 723 1325 380 294 C I 1 1 S -S VD(x+1) [Ibs] VD(x) [Ibs] VT(x) (Ibs] L v IBC 2305 TMAX(x) [Ibs] Wind Seis max D I 1 I S -S VD(x+1) [Ibs] % VD(x) [Ibs] VT(x) [Ibs] L v IBC 2305 TMAX(x) [Ibs] Wind Seis max Version 7.0 Pages.2 Shear wall Summary 1 - 2nd 2 - 2nd 3 - 2nd 4 - 2nd A - 2nd B - 2nd C - 2nd D - 2nd 1 - 1st 2 - 1st 3 - 1st 4 - 1st A - 1st B - 1st C - 1st D - 1st Sheathing Shear Flow SheetingRegm'ts Wind Seis Max 122 97 122 97 27 27 99 104 99 104 109 97 216 195 27 27 79 132 140 329 SW -1 SW -2 1 1 1 1 1 1 1 1 2 2 2 1 1 2 4 1 1 2 SW -3 Shear Transfer Wind Seismic 171 97 171 97 37 27 139 104 139 104 153 97 302 195 37 27 110 116 196 206 SW -4 SW -5 SW -6 Overturning Values Wind Seismic 2564 1127 1986 1668 132 216 329 171 302 206 Shear Transfer Connectors - Co = 1.6, Hem -Fir Connector 16d Nails Z (lbs) 195.2 lbs 13.7 7.8 11.4 1 0.0 0.0 0.0 16d Slant Nails (v<150p1f) 162 lbs 11.4 6.4 9.4 0.0 0.0 0.0 Simpson A35 Clip 450 lbs 31.6 17.9 26.2 0.0 0.0 0.0 Simpson H1 Truss Connector 430 lbs 30.2 17.1 25.0 0.0 0.0 0.0 Simpson DTC Clip 111 lbs 7.8 4.4 6.5 0.0 0.0 0.0 1/2" Diameter Anchor Bolts (2x) 912 lbs 64.0 36.2 53.1 0.0 0.0 0.0 5/8" Diameter Anchor Bolts (2x) 1328 lbs 93.2 52.8 77.4 0.0 0.0 0.0 5/8" Diameter Anchor Bolts (3x) 1664 lbs 116.8 66.1 96.9 0.0 0.0 0.0 (plf) (pif) 2001NDS T1IN [97] 2001NDS T11N [97] Simpson C-2004 [140] Simpson C-2004 [136] Simpson C-2004 [107] 2001NDS T11E[85] 2001NDS T11E[85] 2001NDS T11E [85] Page6.10 JAMES -ANDERSON DESIGN P.S. 19626 76th Ave. W #A Lynnwood, WA 98036 Office (425)776-6766 ARCHIMAMA@MSN.COM General Structural Notes — Unless Noted Otherwise GENERAL ALL CONSTRUCTION SHALL CONFORM TO THE INTERNATIONAL BUILDING CODE (IBC), 2009 EDITION, OR OTHER GOVERNING CODE, AS REQUIRED BY LOCAL JURISDICTION. DESIGN LOADS SEE ENGINEERING PACKET FOR DESIGN LOADS. INSPECTIONS NO SPECIAL INSPECTIONS ARE REQUIRED. NOTIFY BUILDING DEPARTMENT FOR INSPECTIONS REQUIRED BY LOCAL JURISDICTION. FOUNDATIONS EXTEND FOOTING TO UNDISTURBED SOIL OF 2000 PSF BEARING CAPACITY. BOTTOM OF EXTERIOR FOOTING SHALL BE 1'-6" MINIMUM BELOW OUTSIDE FINISHED GRADE. COMPACTED FILL SHOULD CONSIST OF PREDOMINATELY WELL -GRADED, GRANULAR SOIL, FREE OF ORGANIC MATERIAL AND DEBRIS. FILL SHOULD BE PLACED IN MAXIMUM 8" LOOSE LIFTS AND COMPACTED TO A MINIMUM OF 95 PERCENT OF THE MAXIMUM DENSITY AT OPTIMUM MOISTURE CONTENT DETERMINED BY ASTM D-1557 TEST PROCEDURES. CONCRETE fc = 2500 PSI MINIMUM 5-1/2 SACKS OF CEMENT PER CUBIC YARD OF CONCRETE AND A MAXIMUM OF 6.0 GALLONS OF WATER PER 94 LB SACK OF CEMENT. MAXIMUM SLUMP IS 4". SEGREGATION OF MATERIALS TO BE PREVENTED. REINFORCING STEEL #5 BARS AND LARGER SHALL BE GRADE 60 DEFORMED BARS, AND #3 AND #4 BARS SHALL BE GRADE 40, IN ACCORDANCE WITH ASTM A-615. LAP SPLICES 32 BAR DIAMETERS. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-185 AND SHALL BE 6X6 — W1.4 X W1.4. LAP ONE FULL MESH AT SPLICES. TIMBER FRAMING SHALL MEET THE FOLLOWING MINIMUM STANDARDS: BEAMS AND POSTS (4x_ AND GREATER): JOISTS / STUDS (2xJ: GLUE LAMINATED BEAMS (GLB) DF -L#2 HF#2 / STUD 24F -V4 (24F -V8 AT CANTILEVERS) 2x_ TIMBER SHALL BE KILN DRIED. GRADES SHALL CONFORM TO "WWPA GRADING RULES FOR WESTERN LUMBER", LATEST EDITION. ROOF TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH THE T.P.I. AND THE IBC. ALL CONNECTIONS PER IBC TABLE 2304.9.1. ROOF DIAPHRAGM INSTALL MINIMUM 1/2" CDX PLYWOOD (32/16) OR 7/16" OSB SHEATHING. NAIL ALL SUPPORTED EDGES AND BOUNDARIES WITH 8d AT 6" O.C, AND INTERIOR SUPPORTS WITH 8d AT 12" O.C.; BLOCKING NOT REQUIRED. FLOOR DIAPHRAGM INSTALL MINIMUM 23/32" T&G STURD-I-FLOOR (24oc) SHEATHING. GLUE AND NAIL ALL SUPPORTED EDGES AND BOUNDARIES WITH 10d AT 6" O.C.; AND INTERIOR SUPPORTS WITH 10d AT 12" O.C., BLOCKING NOT REQUIRED. MISCELLANEOUS THE CONTRACTOR SHALL VERIFY DIMENSIONS AND CONDITIONS AT JOB SITE. THE CONTRACTOR SHALL PROVIDE TEMPORARY BRACING AS REQUIRED UNTIL ALL PERMANENT CONNECTIONS AND STIFFENINGS HAVE BEEN INSTALLED. DO NOT SCALE DRAWINGS. PRE -FABRICATED ITEMS TO BE HANDLED AND INSTALLED PER MANUFACTURER'S RECOMMENDATIONS. WIND DESIGN CRITERIA : BASIC WIND SPEED — 85 MPH WINDOW EXPOSURE, B IMPORTANCE, Iw = 1.0 SEISIMIC DESIGN CRITERIA: IMPORTANCE, le = 1.0 Ss = 1.25 Site Class, B S1 = 0.40 SEISMIC DESIGN CAT., D SDS = 0.83 SEIS. FORCE RES. SYS, A.13. SD1 = 0.43 DESIGN BASE SHEAR = 7125 lbs CS = 0.13 SIMPLIFIED METHOD R = 6.5 SHEARWALL & HOLDOWN NOTES (U.N.O.) : (1) Simpson or equal. Locate at end of shearwall u.n.o. Install per manufacturer recommendations for foundation minimum end distance and embedment, deepen foundation as required. (2) Construct cripple wall same as shearwall (SW) above, and gable -end same as shearwall (SW) below. (3) Requires 3x or (2) 2x foundation sill plate (4) Threaded rod and coupler as required. (5) Common nails, UNO: 8d=0.131"x2'/", 10d=0.148"x3", 12d=0.148"x3%', 16d=0.162"x3'/z', 16d sinker=0.148"x31/4". (6) Install H1's on all trusses/rafters, A35's at 24"o/c on gables & rim joist (or solid blkg) to top plate (sill plate at fdn) u.n.o.; When specified spacing is less than 24"o/c, install A35's at roof solid blk'ing to SW top plate, and install H1 or H2.5 on all trusses/rafters. LTP4, LTP5 or LS50 can be substituted for A35. Conn. per Simpson Strong -Tie or equal. (7) Minimum 3x or dbl-2x stud lam'd w/ (2)-16d @ 6" o/c at abutting panel edges. (8) Anchor bolts shall be embedded at least 7" into concrete; there shall be a minimum of two bolts per piece with one bolt located not more than 12" or less than seven bolt diameters from each end of the piece. 2x min PT, u.n.o. (9) All sheathing must be Structural 1 sheathing U.N.O. HOLDOWN SCHEDULE Date: 5/2/2013 • Job #: 0 MARK HOLDOWN / STRAP *(1) FASTENERS TO (2) -STUDS MIN U.N.O. FOUNDATION ANCHOR *(1)(4) COMMENTS T-1 STHD10/10RJ (28) - 16d N/A 16d @ 9 " o/c A35 @ 24 " o/c 5/8"0x10" AB's @ 60 " o/c SW -2 7/16" OSB 8d @ 6" o/c (12" o/c field) 16d @ 6 " o/c A35 @ 16 " o/c 5/8"0x10" AB's @ 48 " o/c SW -3 7/16" OSB 8d @ 4" o/c (12" o/c field) 16d @ 9 " o/c A35 @ 24 " o/c 5/8"0x10" AB's @ 60 " o/c SHEARWALL SCHEDULE Date: 5/2/2013 Job #: 0 MARK *(2) SHEATHING - APPLY TO 2x HF STUDS @ 16"o/c U.N.O. BELOW *(9) SHEATHING EDGE NAILS 15) ALL EDGES BLOCKED (do not penetrate past flush) BASE PLATE NAILS *(5) ROOF TO TOP PLATE, FLOOR TO TOP PLATE & SILL PLATE *(6) SILL PLATE ANCHORS w/ 3" x 3" x 1/4" WASHERS *(8) SW -1 7/16" OSB 8d @ 6" o/c (12" o/c field) 16d @ 9 " o/c A35 @ 24 " o/c 5/8"0x10" AB's @ 60 " o/c SW -2 7/16" OSB 8d @ 6" o/c (12" o/c field) 16d @ 6 " o/c A35 @ 16 " o/c 5/8"0x10" AB's @ 48 " o/c SW -3 7/16" OSB 8d @ 4" o/c (12" o/c field) 16d @ 9 " o/c A35 @ 24 " o/c 5/8"0x10" AB's @ 60 " o/c 4 SHEARWALL PER PLAN TIGHT FIT SOLID BLK'G BOUNDARY NAILS PER PLAN ROOF SHEATHING PER PLAN " ROOF FRAMING PER PLAN 2X LEDGER •(OR ROOF TRUSS) W/ (2)- 16d EA STUD TRUSSES. OR RAFTERS PARALLEL .TO WALL SHEARWALL PER PLAN TIGHT FIT SOLID BLK'G BOUNDARY NAILS PER PLAN ROOF SHEATHING PER PLAN ROOF FRAMING PER PLAN 2X LEDGER W/ (2)— 16d EA STUD RAFTERS PERPENDICULAR TO WALL SHEARWALL PER PLAN TIGHT .FIT .SOLID BLK'G BOUNDARY NAILS PER PLAN ROOF SHEATHING PER PLAN . TRUSS. (MONO) PER PLAN 2X CONTINUOU.S SOLID BLK'G W/ (2)— 16d EA. STUD TRUSSES PERPENDICULAR TO .WALL LOW ROOF SHEAR TRANSFER, TYPICAL Scale: 3/4" = 1'-0" • CONTINUOUS SHEATHING REQUIREMENTS THESE DETAILS MAY BE USED TO CREATE A CONTINUOUS' SHEATHING CONDITION THAT WILL ALLOW FOR THE OPTIONAL REMOVAL OF A35 ANGLE CLIPS SPECIFIED .IN THE SHEARWALL SCHEDULE BREAK OPTIONS 16d PER SW BASE PLATE NAILING SW ABOVE SW BELOW DO NOT!! \t±W.ostf /\' rr 6W•Ak „c,1 November 18, 2015 Darryl Doak Sr. Doak Homes Inc. 1181226AvSW Burien, WA 98146 City of Tukwila Jinn Ha.ggerton, Mayor Department of Community Development Jack Pace, Director RE: Request for Extension #5 Development Application No. D13-179 Doak Homes, Lot 6 — 5001 S 122 Ln Dear Mr. Doak, This letter is in response to your written request for an extension to Application Number D13-179. The Building Official has reviewed your letter and considered your request. It has been determined that the City of Tukwila Building Division will be extending your permit application an additional 180 days from the current date of expiration, through May 29, 2016. If you should have any questions, please contact our office at (206) 433-7165. Sincerely, MIAMIRachelle Ripley Permit Technician File: Permit No. D13-179 W.\.Permit Center\Extension Letters\4pplications\2013\D13-179App Extension Letter#4.docx 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 • November 2, 2015 City of Tukwila Department of Community Development 6300 Southcenter Blvd, Suite #100 Tukwila, WA 98188 Attention: Jack Pace, Director Re: Application No. D13-179 Doak Homes — Lot 6- 5001 S. 122"d LN. Dear Mr. Pace: RECEIVED NOV 0 6 2015 COMMUNITY DEVELOPMENT We would like to request extension of permit application number D13-179 for the work proposed by Doak Homes, which is due to expire on 11/29/15. We had shortage of funding for this project, awaiting the sale of another newly completed home in this development. Please extend our permit application for 180 days and we will pick up as soon as funding is available. Thank you for your consideration and understanding. If you have any questions, please call me at the phone number below. Sincerely, Darryl Sr. lc oa4Lh Preside Doak Homes Inc. Cell # 206-372-2280 Fax # 206-246-5991 Request for Extension # Current Expiration Date: 1 t L 1 15 Extension Request: 'I Approved for itc days Denied (provide explanation) Signature/Initials 5 October 5, 2015 City of Tukwila Department of Community Development DARRYL DOAK JR 11812 26TH AVE SW BURIEN, WA 98146 RE: Application No. D13-179 DOAK HOMES, LOT 6 Dear DARRYL DOAK JR: Jim Haggerton, Mayor Jack Pace, Director Permit application D13-179 for the work proposed at DOAK HOMES, LOT 6 0 has not been issued by the City of Tukwila Permit Center. Per the International Building, Residential, and Mechanical Codes as well as the Uniform Plumbing Code and/or the National Electric Code, every permit application not issued within 180 days from the date of application shall expire and become null and void. Currently your application has a status of APPROVED and is due to expire 11/29/2015. If you still plan to pursue your project, you are hereby advised to do one of the following: 1) If the plan review is completed for the project and your application is approved, you may pick up the application before the date of expiration. At the time of permit issuance the expiration date will automatically be extended 180 days. -or- 2) If the plan review is not completed submit a written request for application extension (7) seven days in advance of the expiration date. Address your extension request to the Building Official and state your reason(s) for the need to extend your application. The Building Code does allow the Building Official to approve one extension of up to 90 days. If it is determined that your extension request is granted, you will be notified by mail. In the event that your permit is not issued, we do not receive your written request for extension, or your request is denied your permit application will expire and your project will require a new permit application, plans and specifications, and associated fees. Thank you for your cooperation in this matter. Sincerely, Rachelle Ripley Permit Technician File No: D13-179 6300 Southcenter Boulevard Suite #100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 May 20, 2015 Darryl Doak Sr. Doak Homes Inc. 1181226AvSW Burien, WA 98146 41 City of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director RE: Request for Extension #4 Development Application No. D13-179 Doak Homes, Lot 6 — 5001 S 122 Ln Dear Mr. Doak, This letter is in response to your written request for an extension to Application Number D13-179. The Building Official has reviewed your letter and considered your request. It has been determined that the City of Tukwila Building Division will be extending your permit application an additional 180 days from the current date of expiration, through November 29, 2015. If you should have any questions, please contact our office at (206) 433-7165. Sincerely, WV* N111(1 Rachelle Ripley Permit Technician File: Permit No. D13-179 W:\Permit Center\Extension Letters\Permits\2013'.D13-179 App Extension Letter #4.docx 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 May 14, 2015 City of Tukwila Department of Community Development 6300 Southcenter Blvd, Suite #100 Tukwila, WA 98188 Attention: Bill Rambo Re: Application No. D13-179 Doak Homes — Lot 6- 5001 S. 122"d LN. Dear Mr. Rambo: We would like to request extension of permit application number D13-179 for the work proposed by Doak Homes, which is due to expire on 05/29/2015. We had shortage of funding for this project. This is also to inform you that the required Comments on our permit application have been submitted to your department for review. We were advised that the review may take a couple more weeks. Please check with your review department for the status of our application. Thank you for your consideration in extending our permit application. If you have any questions, please call me at the phone number below. Sincerely, Darryl Sr. Darryl E. Doak, SR President Doak Homes Inc. Cell # 206-372-2280 Fax # 206-246-5991 Request for Extension # '( Current Expiration Date: Sz /f Extension Request: [51Approved for / days , C Denied (provide explanation) Signature/Initials RECEIVED CITV OPTIMA/RA MAY 1512015 April 8, 2015 City of Tukwila Department of Community Development DARRYL DOAK JR 1181226 AVE SW BURIEN, WA 98146 RE: Application No. D13-179 DOAK HOMES LOT 6 5001 S 122 LN Dear DARRYL DOAK JR: Jim Haggerton, Mayor Jack Pace, Director Permit application D13-179 for the work proposed at DOAK HOMES LOT 6 (5001 S 122 LN) has not been issued by the City of Tukwila Permit Center. Per the International Building, Residential, and Mechanical Codes as well as the Uniform Plumbing Code and/or the National Electric Code, every permit application not issued within 180 days from the date of application shall expire and become null and void. Currently your application has a status of APPROVED and is due to expire 05/29/2015. If you still plan to pursue your project, you are hereby advised to do one of the following: 1) If the plan review is completed for the project and your application is approved, you may pick up the application before the date of expiration. At the time of permit issuance the expiration date will automatically be extended 180 days. =or - 2) If the plan review is not completed submit a written request for application extension (7) seven days in advance of the expiration date. Address your extension request to the Building Official and state your reason(s) for the need to extend your application. The Building Code does allow the Building Official to approve one extension of up to 90 days. If it is determined that your extension request is granted, you will be notified by mail. In the event that your permit is not issued, we do not receive your written request for extension, or your request is denied your permit application will expire and your project will require a new permit application, plans and specifications, and associated fees. Thank you for your cooperation in this matter. Sincerely, Bill Rambo Permit Technician File No: D13-179 -1J 6300 Southcenter Boulevard Suite #100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 November 10, 2014 Darryl Doak Sr. Doak Homes Inc. 1181226AvSW Burien, WA 98146 City of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director RE: Request for Extension #3 Development Application No. D13-179 Doak Homes, Lot 6 — 5001 S 122 Ln Dear Mr. Doak, This letter is in response to your written request for an extension to Application Number D13-179. The Building Official has reviewed your letter and considered your request. It has been determined that the City of Tukwila Building Division will be extending your permit application an additional 180 days from the current date of expiration, through May 29, 2015. If you should have any questions, please contact our office at (206) 431-3670. Sincerely, !\\A) enni er Mars chni File: Permit No. D13-179 W:\Permit Center\Extension LettersWpplications\2013\D13-179 App Extension Letter #3.docx 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 • patzt (c.) • pea '11'1 ,� /3 - 17? ),4d ./ P /i 0 1Z S o4./ 5, /2Z L/r/ ((/ e 4�'` �-� k cue p E 1''/z0` CNA, /e, 4 �% ®)Pf e+ )/r'�5 e;71 0,72 (/ 5 /2r``14 4-eak F° c De4-A cA" jaca •-•11L Request for Extension # . RECEIVED CITYOFTUKWA H 24 Current Expiration Date: �� —30-4241/4—)4� Extension Request:EROINTER KApproved for /'dd days ❑ Denied (provide explanation) Signature/Initials 1 October 10, 2014 . • City of Tukwila Department of Community Development DARRYL DOAK JR 11812 26 AVE SW BURIEN, WA 98146 RE: Application No. D13-179 DOAK HOMES, LOT 6 5001 S 122 LN Dear DARRYL DOAK JR: Jim Haggerton, Mayor Jack Pace, Director ..Permit application D13-179 for the work proposed at DOAK HOMES, LOT 6 (5001 S 122 LN) has not been issued by the City of Tukwila Permit Center. Per the International Building, Residential, and Mechanical Codes as well as the Uniform Plumbing Code and/or the National Electric Code, every permit application not issued within 180 days from the date of application shall expire and become null and void. Currently your application has a status of APPROVED and is due to expire 11/30/2014. If you still plan to pursue your project, you are hereby advised to do one of the following: 1) If the plan review is completed for the project and your application is approved, you may pick up the application before the date of expiration. At the time of permit issuance the expiration date will automatically be extended 180 days. -or- 2) If the plan review is not completed submit a written request for application extension (7) seven days in advance of the expiration date. Address your extension request to the Building Official and state your reason(s) for the need to extend your application. The Building Code does allow the Building Official to approve one extension of up to 90 days. If it is determined that your extension request is granted, you will be notified by mail. In the event that your permit is not issued, we do not receive your written request for extension, or your request is denied your permit application will expire and your project will require a new permit application, plans and specifications, and associated fees. Thank you for your cooperation in this matter. Sincerely, r Marshall Technician 6300 Southcenter Boulevard Suite #100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 May 30, 2014 Darryl Doak Sr. Doak Homes Inc. 1181226AvSW Burien, WA 98146 • City of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director RE: Request for Extension #2 Development Application No. D13-179 Doak Homes, Lot 6 — 5001 S 122 Ln Dear Mr. Doak, This letter is in response to your written request for an extension to Application Number D13-179. The Interim Building Official has reviewed your letter and considered your request. It has been determined that the City of Tukwila Building Division will be extending your permit application an additional six months from the date of expiration, through November 30, 2014. If you should have any questions, please contact our office at (206) 431-3670. Sincerely, J (Jent\ifer Marshall Pern1it Technician File: Permit No. D13-179 W:\Permit Center\Extension LettersWpplications\2013\D13-179 App Extension Letter #2.docx 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 • • City of Tukwila 6300 Southcenter Boulevard, Suite #100 Tukwila, WA 98188 Attn: Bill Rambo To whom it may concern, RECEIVED MAY 202014 DF VLLUNMtN f May 19, 2014 We are requesting an extension on our permit application number D13-179 that is due to expire on May 30,2014. We are unable to do so at this time due to financial hardship, but intend to purchase this permit within the next 6 months. Thank you for your consideration. We look forward to continue working with you. Darryl Doak SR President Doak Homes INC 206-372-2280 2'$fl L -o 1 ) 3a /1q 41 2i) it( City of Tukwila a � O 1908/ Jim Haggerton, Mayor Department of Community Development Jack Pace, Director October 18, 2013 Darryl Doak Jr. Doak Homes Inc. 1181226AvSW Burien, WA 98146 RE: Request for Extension Development Application No. D13-179 Doak Homes, Lot 6 — 5001 S 122 Ln Dear Ms. Dorr, This letter is in response to your written request for an extension to Application Number D13-179. The Building Official has reviewed your letter and considered your request to extend the above referenced application. It has been determined that the City of Tukwila Building Division will be extending your permit application an additional 180 days from the date of expiration, through May 16, 2014. If you should have any questions, please contact our office at (206) 431-3670. Sincerely, shall nician File: Permit No. D13-179 W:\Permit Center\Extension Letters'Applications\2013\D13-179 App Extension Letter #1.docx 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 October 15, 2013 City of Tukwila 6300 Southcenter Boulevard, Suite #100 Tukwila, WA 98188 Attn: Bill Rambo Dear Mr. Rambo, We are requesting an extension on our permit application number D13-179 that is due to expire on 11/17/2013. We are unable to do so at this time due to financial hardship, but intend to purchase this permit within the next 6 months. Thank you for your consideration. We look forward to continue working with you. Darryl Doak JR Project Manager Doak Homes INC 206-403-3611 orr� /go io//67Za3 Rectivt j OCT 15 2013 PERMIT CENTER 10-01-2013 DARRYL DOAK JR 1181226 AV SW BURIEN WA 98146 • City of Tukwila • Jim Haggerton, Mayor Department of Community Development Jack Pace, Director RE: Permit Application No. D13-179 DOAK HOMES, LOT 6 5001 S 122 LN TUKW Dear Permit Applicant: In reviewing our current application files, it appears that your permit applied for on 05/21/2013, has not been issued by the City of Tukwila Permit Center. Per the International Building Code, International Mechanical Code, Uniform Plumbing Code and/or National Electrical Code every permit application not issued within 180 days from the date of application shall expire and become null and void. Your permit application will expire on 11/17/2013. If you still plan to pursue your project, a written request for extension of your application must be submitted to the Permit Center at least seven (7) days before it is due to expire. Address your extension request to the Building Official and state your reason(s) for the need to extend your permit application. If it is determined that an extension is granted, your application will be extended for an addtional 90 days from the expiration date and you will be notified by mail. In the event that we do not receive your written request for extension or request was denied, your permit application will expire, become null and void and your project will require a new permit application, plans and specifications, and associated fees. Thank you for your cooperation in this matter. Sincerely, 'D,c3U Bill Rambo Permit Technician File: Permit File No. D13-179 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 M From: i3randon Miles ' To: " • Brenda Holt Subject , " ' RE: D13179 • Date: Tuesday; September 10, 20134:53:36 PM' .1 think this should work for what You are looking for: • • http://records,tukwilawa.gov/WebLink8/1/doc/70419/Electronic.aspx Brandon J. Miles : . City of Tukwila • • • 6300 Southcenter Blvd; Suite.100 ".Tukwila, WA 98188 (206)431-3684 The•City of opportunity, • the. community of choice." • From: Brenda Holt Sent: Monday, September 09, 2013 10:06 AM To: Brandon Miles Subject: -FW: D13-179, Importance:. High Brandon, Can you please •provide me with the documentation that allows Doak to not install sprinklers forthis particular. J • permit.:..... • " Thanks Brenda From: Don' Tomaso • Sent:. ,Monday, September 09,. 2013 9:45 AM To: Brenda .Holt; AI Metzler • • Subject:;RE: D13-179 . .. .: Brenda., • You:will have to get that from Brandon,. this" is part of a settlement agreement,with • ".Doak that' was extended. Don • From:. Brenda .Holt . Sent Thursday,. September 05, 2013 3:44 PM To: Don Tomaso; Al. Metzler. ' Subject D137179 • Importance: High • • Don and/or Al, • • • Can you."please provide ine with documentation that I can put in the file as to why sprinklers . are not"required ' single fainily - . . • Thanks' Brenda • Brenda Hcilt.I Permit Coordinator I •City .of Tukwila 6300 Southcenter Bl, Suite .ioo 'I Tukwila, .WA 98188 .. T: 206%431-3672' F: 206/431-3665 • http://www.TukwilaWA.gov l3renda. HoltaTukwilaW.A.gov The City of opportunity, the .community of choice:, IPERMIT COORD COPW PLAN REVIEW/ROUTING SLIP ACTIVITY NUMBER: D13-179 DATE: 05/21/13 PROJECT NAME: DOAK HOMES, LOT 6 SITE ADDRESS: 5001 5 122 LN X Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # after Permit Issued DEPARTMENTS: G O O•�� B I Ing Division /01 Awe Public Works Awe 9wc, 9-9—‘3 Fire Prevention Structural MX, E--111—(3 Planning Division II ❑ Permit Coordinator ❑ DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Incomplete ❑ DUE DATE: 05/23/13 Not Applicable ❑ Comments: Permit Center Use'Ohly INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg 0 Fire 0 Ping 0 PW 0 Staff Initials: TUESITHURS ROUTING: Please Route 14 Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 06/20/13 Approved ❑ Approved with Conditions 1Sr Not Approved (attach comments) ❑ Notation: REVIEWER'S INITIALS: DATE: Permit CenterUse-Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg 0 Fire 0 Ping ❑ PW ❑ Staff Initials: vii Department of Natural Resources and PO Wastewater Treatment Division King County Residential Sewer Use Certification Sewage Treatment Capacity Charge • To be completed for all new sewer connections, re- connections, or change of use of existing connections. • This form does not apply to repairs or replacements of existing sewer connections within five years of disconnect. Please Print or Type 5w/ s. Property Street Address I Jt '8�TB City State ZIP Hove s —c Owner's Name /18/2 26` "e5(A) Owner's Mailing Address ,B. 1 ej1 V 9614/6 City State ZIP las--66B-: Owner's Phone Number (with Area Code) Property Contact Phone Number (with Area Code) Party to be Billed (if different than Owner): Name Street Address For King County Account # se Only No. of RCEs Monthly Rate Sewer District / Agency Contact & Phone Number Date of Sewer Connection Side Sewer Permit Number ci.---9c (36( Required: Property Tax Parcel Number Subdivision Name Subdivision Number 6 City State ZIP • Residential Customer Please check appropriate box: Equivalent (RCE) Single-family (free standing, detached only) 1.0 Multi -Family (any shared walls): ❑ Duplex (0.8 RCE per unit) • 3-Plex (0.8 RCE per unit) ❑ 4-Plex (0.8 RCE per unit) ❑ 5 or more (0.64 RCE per unit) No. of Units x 0.64 = ❑ Mobile home space (1.0 RCE per space) No. of Spaces x 1.0 = 1.6 2.4 3.2 Lot Number Block Number Building Name Please report any d m Ii • ns of pre-existing building on this roe • e • it for a demolition may be given un a ►'rcumstances. Demolition of pre- xisti g building? ❑ Yes ,No Was building on Sanitary Sewer? ❑ Yes %No Was Sewer connected before 2/1/90? ❑ Yes ❑ No Sewer disconnect date: Type of building demolished? Request to apply demolition credit to multiple buildings? ❑ Yes ❑ No If Multi -family, will units be sold individually? ❑ Yes ❑ No If yes, will this property have a Homeowner's Association? ❑ Yes No Pursuant to King County Code 28.84, all sewer customers who establish a new service which uses metropolitan sewage facilities shall be subject To a capacity charge. The amount of the charge is established annually by the Metropolitan King County Council as a rate per month per residential customer or residential customer equivalent for a period of fifteen years. The purpose of the charge is to recover costs of providing sewage treatment capacity for new sewer customers. All future billings can be prepaid at a discounted amount. Questions regarding the capacity charge or this form should be referred to King County Wastewater Treatment Division at 206-684-1740. I certify that the information given is correct. I understand that the capacity charge levied will be based on this information and any deviation will require resubmiss.ec .r determination of a revised capacity charge. Date 5 /0 1// Signature of Owner/Representative Print Name of Owner/Representative DOAK HOMES INC 0 Washington State Department of Labor & Industries i Home E.spait.'1 Gmttact. Safety & Health Claims & Insurance • Search L&I Page 1 of 2 SEARCH A -Z Index Help My Secure 1.8z1 Workplace Rights Trades & Licensing DOAK HOMES INC Owner or tradesperson Principals DOAK, DARRYL E SR, PRESIDENT DOAK, ESTRELLA M, VICE PRESIDENT Doing business as DOAK HOMES INC WA UBI No. 601 329 337 11812 26TH AVE SW SEATTLE, WA98146 206-246-6587 KING County Business type Corporation Governing persons DARRYL EUGENE DOAK SR ESTRELLA M DOAK; License Verify the contractor's active registration / license / certification (depending on trade) and any past violations. Construction_Contractor License specialties GENERAL License no. DOAKHI*092NZ Effective — expiration 08/09/1991— 08/13/2017 Bond CBIC Bond account no. SC9910 Active. Meets current requirements. $12,000.00 Received by L&I Effective date 08/01/2001 08/01/2001 Expiration date Until Canceled Insurance Developers Surety & Indem Co $1,000,000.00 Policy no. BIS00022982-01 Received by L&I Effective date 08/11/2015 08/26/2015 Expiration date 08/26/2016 Insurance history Savings (in lieu of bond) Received by L&I $12,000.00 Effective date httns://secure.lni.wa.c.ov/verify/Detail.asnx?UBI=601329337&LIC=DOAKHI*092NZ&SAW= 2/22/2016 GENERAL NOTES 1 CONTRACTOR SHALL VERIFY ALL EXISTING SITE CONDITIONS FOR COMPLIANCE WITH PLANS AND SPECIFICATIONS. SITE CONDITIONS INCLUDE, SOIL, TOPOGRAPHY, REQUIRED SETBACKS AND IF APPLICABLE, THE DIMENSIONS OF EXISTING STRUCTURES AND THEIR STRUCTURAL AND MECHANICAL COMPONENTS. THIS OFFICE SHALL BE NOTIFIED PRIOR TO CONSTRUCTION OF DISCREPANCIES, AMBIGUITIES OR OMISSIONS IN THE PLANS. 2. WRITTEN DIMENSIONS TAKE PRECEDENCE OVER DRAWING SCALE, DETAILS TAKE PRECEDENCE OVER PLAN AND ELEVATION VIEWS. 3. ALL WORKMANSHIP, MATERIALS AND INSTALLED PRODUCTS SHALL MEET OR EXCEED THE ACGEV TED INDUSTRY STANDARDS AND SHALL MEET OR EXCEED THE MINIMUM REQUIREMENTS OF THE I.B.G., W.S.E.G., N.T.S.,U.P.C., N.E.S.,U.M.C„ AND ALL APPLICABLE LOCAL CODES, WHICH SHALL TAKE PRECEDENCE OVER NOTES, SPECIFICATIONS AND DRAWINGS. 4. UNLESS A PROFESSIONAL SURVEY ACCOMPANIES THE PLANS, THE PLOT PLAN WAS DRAWN FROM GENERAL SITE LANDMARKS AND 15 NOT TO BE CONSTRUED A5 A PROFESSIONAL SURVEY. THE CONTRACTOR SHALL TAKE FULL RESPONSIBILITY FOR MAINTAINING REQUIRED ZONING SETBACKS OR SHALL, AT HIS DISCRETION, REQUEST THE OWNER TO PROVIDE A PROFESSIONAL SURVEY TO DETERMINE SETBACKS AND/OR OTHER ZONING RESTRICTIONS. 5. THE CONTRACTOR SHALL SECURE ALL NECESSARY PERMITS AND INSPECTIONS AND SHALL NOTIFY THIS OFFICE, PRIOR TO CONSTRUCTION, OF ANY REVISIONS OR ADDED REQUIREMENTS REQUESTED BY THE BUILDING OFFICIAL WITHIN HIS/HER JURISDICTION. 6. THE CONTRACTOR SHALL VERIFY SIZE AND LOCATION OF ALL REQUIRED OPENINGS IN FLOORS, WALLS AND ROOF WITH PROPOSED MECHANICAL, PLUMBING AND ELECTRICAL WORK. PREFABRICATED ITEMS TO BE HANDLED AND INSTALLED PER MANUFACTURER'S RECOMMENDATIONS. 7. THESE DRAWINGS ARE INSTRUMENTS OF SERVICE AND ARE THE PROPERTY OF THE ARCHITECT. PROTECTED UNDER COMMON LAW, STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING COPYRIGHT, REPRODUCTION OR USE OF THESE SERVICE DOCUMENTS BEYOND THE SCOPE OF THIS PROJECT I5 PROHIBITED WITHOUT PERMISSION IN WRITING FROM THE ARCHITECT. GENERAL CONSTRUCTION, NOTES A. SITE CONDITIONS AND SITE WORK 1. IF SOIL CONDITIONS ENCOUNTERED UPON EXCAVATION DIFFER FROM THE SOIL BEARING CAPACITY OUTLINED UNDER "DESIGN LOADS", OR IF EXCESSIVE GROUND WATER 15 PRESENT, CONTACT THIS OFFICE BEFORE PROCEEDING. ALL FOOTINGS SHALL EXTEND TO BELOW THE FROST LINE AND SHALL BEAR ON UNDISTURBED, NATIVE SOIL. 2. DO NOT BACKFILL UNTIL WALLS HAVE BEEN ADEQUATELY BRACED OR HAVE BEEN DESIGNED TO RESIST LATERAL EARTH PRESSURE. BACKFILL MATERIAL SHALL BE GLEAN, PERMEABLE AND FREE OF ORGANIC/ MATERIALS. 5. INSTALL 4" DIAM. PVC PERFORATED PERIMETER DRAINS (AS REQUIRED BY SITE CONDITIONS) IN 1 GU. FT. OF DRAIN GRAVEL PER LINEAL FOOT, AND PROVIDE SEPARATE DOWNSPOUT AND SEALED SURFACE DRAINAGE AND/OR RETENTION AS REQUIRED BY LOCAL CODES. 4. EXCAVATED SOIL TO BE STOCKPILED ON SITE U.N.O. W/ 10' MAX. HGT AND 1/1 H TO V SLOPE. B. CONCRETE 1. CENTER ALL POST FOOTINGS UNLESS NOTED AND PROVIDE 2" PLINTHS AT SLABS OR 8" PLINTHS AT EXPOSED EARTH (6" IF POST 15 PRESSURE TREATED). PROVIDE 6" MIN. FROM SILL PLATES TO FINISHED GRADE. DAMP-PROOF FOUNDATION WALLS THAT RETAIN EARTH AND ENCLOSE HABITABLE SPACE. USE 2 GOATS ASPHALTIC EMULSION TO THE EXTERIOR OF THE WALL. 2. TIE NEW FTGS TO EXISTING FTGS AT ALL INTERSECTIONS WITH MIN. OF TWO *4 PINS AT FTG AND TWO *4 PINS AT WALL. EMBED PINS 4" MIN. IN EPDXY GROUT. G. REINFORCING 1. INSTALL REINFORCING PER A.G.I. STANDARD PRACTICE. SPLICE CORNER AND CONTINUOUS BARS WITH,A MIN. OF 30 BAi3. DIAMETERS. MINIMUM BAR GONG COVER: EXPOSURE TO WEATHER 2", TO EARTH 3". TO OTHER 1". 2. EMBED ANCHOR BOLTS A MINIMUM OF 1" U.N.O., PLACE WITHIN 12" OF ENDS. 3. NEW FOOTINGS SHALL NOT IMPOSE "UNDESIGNED" LOADS ON NEW OR EXISTING BASEMENT OR RETAINING WALLS. D. LUMBER AND FRAMING 1. FRAMING LUMBER: K.D. TO 19% MOISTURE CONTENT, GRADED PER STD. GRADING RULES PER W.C.L.I.B. OR W.W.F.A, A5 APPLICABLE. GRADE AND SPECIES PER FRAMING PLANS, GENERAL NOTES AND "DESIGN LOAD CHART". 2. SILL PLATES, DECK SUB -STRUCTURES, POSTS AND BEAMS EXPOSED TO WEATHER AND ANY WOOD IN CONTACT WITH CONCRETE SHALL BE PRESSURE TREATED WITH AN APPROVED PRESERVATIVE. COLUMNS AND POSTS SHALL BE FRAMED TO TRUE END BEARING WITH ADEQUATE ANCHORS AT TOP AND BOTTOM TO AVOID UPLIFT AND DISPLACEMENT. PROVIDE LATERAL SUPPORT FOR BEAMS, RAFTERS AND JOISTS PROVIDE TEMPORARY BRACING A5 REQUIRED UNTIL ALL PERMANENT CONNECTIONS AND STIFFENERS ARE INSTALLED. 3. PROVIDE A MINIMUM JOIST BEARING OF 1 1/2" ON WOOD, 3" ON CONCRETE. 4. MULTI 2X BUILT-UP BEAMS SHALL BE SPIKED TOGETHER. UNLESS NOTED, U5E '10d NAILS © 12" 0.G. STAGGERED. 5. SOLID BLOCK IN/ 2X © MIDPOINT OF STUDS OVER 10. FEET, BELOW BEARING PARTITIONS PERPENDICULAR TO JOISTS AND RAFTERS @ SUPPORTS. 6. W00D ENTERING CONCRETE OR MASONRY SHALL HAVE 1/2" NET AIRSPACE AT TOP, SIDES AND END. 1. DOUBLE JOISTS UNDER PARALLEL BEARING PARTITIONS AND UNDER WINDOW CRIPPLES AT CANTILEVERED FLOOR SECTIONS. S. FIRESTOP AND DRAFTS -TOP TO CUT OFF ALL CONGEALED HORIZONTAL AND VERTICAL OPENINGS AT CEILING AND FLOOR LEVELS, FLOOR TO ATTIC, AT 10' INTERVALS HORIZONTAL BEHIND WALL FURRING, AT TOP, BOTTOM AND SIDES OF STAIRS, WITH 2" NOMINAL LUMBER. 1. GLU-LAM BEAMS SHALL BEAR A.I.T.G. INSPECTION STAMP AND SHALL BE "ARCHITECTURAL APPEARANCE" GRADE INHERE EXPOSED TO VIEW. E. METAL CONNECTORS 1. ALL METAL CONNECTORS SHALL BE "SIMPSON" OR AN APPROVED EQUIVALENT. 2. FRAME NAILING SHALL COMPLY WITH IBC R602.3.(1) (2) UNLESS NOTED OTHERWISE ON FRAMING PLANS OR SHEARWALL SCHEDULE. ALL NAILS SHALL BE COMMON WIRE NAILS U.N.O. 3. USE GUT WASHERS AT BOLTED CONNECTIONS. ANCHOR BOLT WASHERS TO BE 3" X 3" X '/4". CONNECTORS EXP05ED TO WEATHER SHALL BE GALVANIZED OR HAVE APPROVED COATING. ROOFING SHALL BE FASTENED WITH CORROSION -RESISTANT FASTENERS. 4. TREATED WOOD REQUIRES THE USE OF STAINLESS 51 L, SIMPSON ZMAX OR =, OR HOT -DIPPED GALVANIZED FASTENERS, CONNECTORS AND ANCHORS. F. PLYWOOD AND DIAPHRAGM NAILING 1. ALL PLYWOOD FOR STRUCTURAL USES SHALL CONFORM AND BEAR A GRADING STAMP OF THE AMERICAN PLYWOOD ASSOCIATION (APA) AND NAIL PER IBC/ 602.3.(1),(2). 2. PROVIDE DIAPHRAGM SHEATHING AND NAILING AS FOLLOWS UNLESS NOTED ON PLANS: FLOOR SHEATHING SHALL BE TSG 3/4" C -12 -EXT -APA PLYWOOD WITH EXT. GLUE, P.I. 32/16, GLUE TO JOISTS AND NAIL WITH 10d © 6" 0/C. EDGES, 10d © 10" O/C FIELD. ROOF SHEATHING SHALL BE 15/32" G -D -INT -APA PLYWOOD WITH EXTERIOR GLUE, P.I. 24/0, NAIL Sd 0 6" 0/C. EDGES, ad 0 12" O/C FIELD WALL SHALL BE '7/16" 0513 AND NAIL WITH Sd NAILS AT 6" O.G. PANEL EDGES AND 12" O.G. FIELD. G. VENTILATION AND ACCESS 1. VENTILATE CRAWL SPACES AND OVERHANGING FLOORS WITH SCREENED OPENINGS NOT LESS THAN 1 5Q. FT.(NET FREE) FOR EACH 150 50. FT. OF UNDER FLOOR AREA. DISTRIBUTE OPENINGS APPROXIMATELY EQUAL ALONG THE LENGTH OF AT LEAST TWO OPPOSITE 5IDE5 AND ONE OPENING SHALL BE WITHIN 5 FEET OF EVERY CORNER. DOVER WITH 1/5" CORROSION RESISTANT WIRE MESH AT CRAWL SPACE OPENINGS. 2. VENTILATE ATTIC SPACES WITH CR055 VENTILATION EQUAL TO 1/150TH OF THE ATTIC AREA(NET FREE), EXCEPT THE AREA MAY BE 1/300TH, PROVIDED AT LEAST 50% OF THE REQUIRED VENT AREA 15 3 FT. ABOVE EAVES WITH 50% OF THE REQUIRED VENT AREA IN THE EAVES. 3. PROVIDE AN ACCESSIBLE ATTIC ACCESS PANEL, 22" X 30" MINIMUM WITH A CLEAR HEIGHT OF 30", INSULATE AND WEATHER-57RIP. 4. PROVIDE 18" X 24" ACCESS THROUGH THE FLOOR OR 16" X 24" THROUGH THE WALL TO UNDER FLOOR AREAS. H. SAFETY GLAZING 1. TEMPERED SAFETY GLASS SHALL BE INSTALLED IN HAZARDOUS LOCATIONS, INCLUDING AREAS THAT ARE SUBJECT TO HUMAN IMPACT, GLAZING IN DOORS, GLAZING WITHIN A 24" ARC OF CLOSED DOOR, GLAZED AREAS > 50. FT. WHEN LESS THAN 15" ABOVE FLOOR OR WALKING SURFACE AND A5 DESCRIBED IN IBC R305.4. SAFETY GLAZING 15 REQUIRED TO BE PERMANENTLY MARKED PER IBC 8308.1. I. ELECTRICAL 1. ELECTRICAL CONTRACTOR SHALL EVALUATE AND DETERMINE ADEQUACY OF EXISTING AND PROPOSED ELECTRICAL SERVICE AND PROVIDE REQUIRED CIRCUITS AND AMPERAGE PER N.E.G., STATE AND LOCAL ENERGY CODES, AND MANUFACTURER'S SPECIFICATIONS FOR PROPOSED PRODUCTS, APPLIANCES AND EQUIPMENT. SEPARATE PERMIT REQUIRED. J. MECHANICAL 1. WARM AIR FURNACE OR GAS H.W. SHALL NOT BE INSTALLED UNDER STAIRS AND SHALL HAVE PROPER VENTS AND DIRECT OUTSIDE COMBUSTION AIR. 2. GAS APPLIANCES IN GARAGE SHALL BE ON A 15" HIGH PLATFORM. 3. AIR DUCTS PENETRATING GARAGE TO HOUSE SEPARATION SHALL BE 26 GAUGE MINIMUM OR SHALL HAVE APPROVED DAMPERS. 4. DUCTING SHALL MEET MECHANICAL STANDARDS AND SYSTEMS ARE TO BE BALANCED. CONTRACTOR SHALL PROVIDE MECHANICAL DUCTING DIAGRAMS, EQUIPMENT SIZING, HEAT L055 CALCULATIONS AND MANUF. DATA ON EQUIPMENT EFFICIENCY FOR BLDG DEPT APPROVAL. 5. BATHROOMS, LAUNDRY ROOMS, KITCHENS AND SPA ROOMS SHALL HAVE MECHANICAL EXHAUST N RIGID DUCTING TO EXTERIOR, WITH A BACKDRAFT DAMPER, CAPABLE OF 5 AIR CHANGES PER HOUR. SEE ENERGY AND INDOOR AIR QUALITY NOTES FOR FAN VOLUME AND SONE RATING. SEPARATE PERMIT REQUIRED. 6. DRYER EXHAUST DUCT EQUIVALENT LENGTH TO BE I POSTED WITHIN SIX FEET OF CONNECTION. 1. RANGE HOODS IN EXCESS OF 400 CFM SHALL HAVE AUTO CONTROLLED MAKE-UP AIR EQUAL TO INTAKE. K. PLUMBING 1. PLUMBING CONTRACTOR SHALL SIZE ALL LINES AND VENTS PER U.P.G. 2. HOT WATER TANKS SHALL BE SIZED BY INDUSTRY STANDARDS FOR PROPOSED USE AND BE LABELED NAEGA APPROVED. 3. FLOW RATES TO COMPLY WITH WAG 51-45 SECTION 402.0 TOILETS: 1.6 GPF(MA X), SHOWERS: 2.5 GPM(MAX), LAVATORIES/FAUCET: 2.5 GPM(MAX). 3. PROVIDE SEISMIC STRAPS AND PRESSURE RELIEF VALVES(PLUMBED TO OUTS/OE) AT HOT WATER TANKS. SEPARATE PERMIT REQUIRED. L. MOISTURE CONTROL 1. SHOWERS SHALL HAVE A NON-ABSORBENT SURFACE ' TO A HEIGHT OF 6-0" ABOVE FLOOR. 2. PROVIDE WATERPROOF BOARD OR GLASS MESH MORTAR UNITS BEHIND TILE AT SHOWER SURROUNDS. ` TILE SHOWERS WITH A SITE -BUILT PAN SHALL BE FILLED AND LEAK TESTED FOR 12 HOURS. PROVIDE MILDEW RESISTANT CAULK AT ALL FILE ACCESSORIES. M. BATH SAFETY 1. HINGED SHOWER DOORS SHALL OPEN OUTWARD AND ENCLOSURES SHALL BE FULLY TEMPERED OR LAMINATED SAFETY GLASS, MINIMUM THICKNESS = 1/5" TEMPERED, 1/4" LAMINATED. 2. FLOOR TILES AT SHOWERS AND WET AREAS SHALL BE SKID -RESISTANT. 3. PROVIDE SECURE BLOCKING FOR ALL GRAB BARS PER PLAN, CAPABLE OF SUPPORTING A 300# IMPACT LOAD. N. TRUSSES 1. PRE -FABRICATED TRUSSES SHALL BE DESIGNED BY A WASHINGTON STATE LICENSED STRUCTURAL ENGINEER AND IN ACCORDANCE WITH THE PLAN REQUIREMENTS. SUBMIT COMPLETE SHOP DRAWINGS WITH ENGINEER'S SEAL FOR APPROVAL PRIOR TO FABRICATION. TRUSSES MUST BE STAMPED BY AN APPROVED MANUFACTURER OR BY A QUALITY CONTROL AGENCY SUCH AS WASHINGTON WOOD TRUSS FABRICATORS COUNCIL. 2. CONTRACTOR SHALL VERIFY EXACT SPANS PRIOR TO FABRICATION. 3. APPROVED HANGERS MUST BE USED AT ALL CONNECTIONS OF RAFTERS, JACKS, OR HIP TRUSSES TO A MAIN GIRDER TRUSS. NON-BEARING PARTITIONS BELOW TRUSSES SHALL BE SEPARATED FROM TRUSS WITH SIMPSON STC. FASTENERS. 4. TRUSSES SHALL BE BRACED TO PREVENT ROTATION AND PROVIDE LATERAL STABILITY AND INSTALLED IN ACCORDANCE WITH THE INDIVIDUAL TRUSS DESIGN PROVIDED BY THE MANUFACTURER. O. SKYLIGHTS 1. GLAZING SHALL BE INSULATED, FULLY TEMPERED, LAMINATED GLASS WITH MIN. .015" POLYVINYL BUTYRAL INTER LAYER. 2. PROVIDE A MINIMUM 4" CURB, FLASHED AND COUNTER FLASHED AT TOP AND BOTTOM AND STEP FLASH 5IDE5. THE UNIT SHALL HAVE A CONDENSATION GUTTER AT THE LOWER END. INSTALL PER MANUFACTURER'S INSTRUCTIONS, FINISH AND FLARE WELL TO CEILING PER PLANS. P. EMERGENCY EGRESS 1. EVERY SLEEPING ROOM AND BASEMENT SHALL HAVE ONE OPENABLE EMERGENCY ESCAPE AND RESCUE OPENING. THE OPENING SHALL HAVE A MAXIMUM SILL HEIGHT OF 44" ABOVE THE FLOOR, A NET CLEAR OPENING OF 5.7 SQ. FT., A MINIMUM CLEAR HEIGHT OF 24", A MINIMUM CLEAR WIDTH OF 20" AND SHALL BE OPERABLE FROM THE INSIDE WITHOUT SPECIAL TOOLS OR KEYS. GRADE FLOOR OPENINGS MAY HAVE A NET CLEAR MINIMUM OPENING OF 5 552. FT. Q. SMOKE/CARBON MONOXIDE ALARMS 1. SMOKE ALARMS SHALL BE .MOUNTED ON THE CEILING OR WALL IN EACH SLEEPING ROOM AND OUTSIDE EACH SEPARATE SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE BEDROOMS. IN DWELLINGS WITH MORE THAN ONE STORY OR WITH A BASEMENT AND/OR HABITABLE ATTIC, A SMOKE ALARM SHALL BE INSTALLED ON EACH STORY AND IN THE BASEMENT. IN SPLIT LEVEL STRUCTURES, PROVIDE SMOKE DETECTORS ON UPPER LEVEL, UNLESS SLEEPING ROOMS ARE LOCATED ON LOWER LEVEL, THEN SMOKE DETECTORS ARE REQUIRED ON BOTH LEVELS. ALL SMOKE DETECTORS SHALL BE AUDIBLE IN BEDROOMS. 2. SMOKE ALARMS SHALL BE DIRECT WIRED TO BUILDING POWER WITHOUT A DISGOVNECT SWITCH OTHER THAN FOR OVERCURRENT PROTECTION AND MUST HAVE BATTERY BACK-UP. 3. WHEN MORE THAN ONE SMOKE ALARM 15 REQUIRED, THEY MUST BE INTERCONNECTED AND ONE ALARM WILL ACTIVATE ALL. 4. FOR NEW CONSTRUCTION A CARBON MONOXIDE ALARM SHALL BE INSTALLED OUTSIDE EACH SEPARATE SLEEPING AREA. R. SECURITY 1. PROVIDE SECURITY AT ENTRANCE AND GARAGE DOORS WITH A MINIMUM 1/2" THROW DEAD BOLT WITH LOCKS OPERABLE WITHOUT SPECIAL KNOWLEDGE, KEYS OR EFFORT. 2. PROVIDE OBSERVATION PORT © 54"-55" OFF FLOOR AT UNGLAZED ENTRY DOORS. 3. PROVIDE SECURITY FOR WINDOWS < 10' FROM FINISHED GRADE. r 6162 f'1 `:'T S. GARAGE SEPARATION 1. GARAGE/DWELLING SEPARATION SHALL CONSIST OF FIRETAPED 1/2" GWB, APPLIED TO THE GARAGE SIDE OF ALL GARAGE SURFACES ADJOINING DWELLINGS, LIVING, ATTIC AND CRAWL SPACES. 2. GARAGE CEILING WITH LIVING SPACE ABOVE USING TJI I OR = SHALL U5E 2 LAYERS 1/2" GWB TYPE "X". 3. STRUCTURAL SUPPORTS FOR DWELLING SPACES SHALL ALSO BE WRAPPED; INCLUDING WALLS, POSTS, BEAMS AND SOLID SAWN JOISTS IF SUPPORTING FLOOR ABOVE. 4. AIR DUCTS PENETRATING THE SEPARATION SHALL BE 26 GAUGE OR HAVE AN APPROVED DAMPER. 5. DOORS FROM GARAGE. TO DWELLING SHALL BE 1-3/8" SOLID CORE, T FITTING. T. STAIRS AND GUARDS 1. PROVIDE A STAIRWAY WIDTH OF 36" MINIMUM, RISER HEIGHT OF 1-3/4" MAXIMUM, MINIMUM TREAD LENGTH OF 10" AND A 3/5" MAXIMUM VARIATION. A NOSING OF NOT LESS THAN 34" OR MORE THAN 1-1/4" 15 REQUIRED ON STAIRWAYS WITH SOLID RISERS UNLESS TREAD DEPTH 15 11" OR GREATER. 2. HANDRAILS SHALL BE PROVIDED ON AT LEAST ONE SIDE OF FLIGHTS WITH 4 OR MORE RISERS. 3. HANDRAILS SHALL BE PLACED 34" TO 38" OFF NOSING AND SPACED 1-1/2" MINIMUM OFF WALL WITH A 1-1/2" TO 2" DIAMETER, SMOOTH GRASP AND A NEWEL OR RETURN 1- 1/4" AT ENDS. 4. PROVIDE 80" MINIMUM CLEAR HEADROOM ABOVE STAIR NOSING. 5. PROVIDE GUARDS FOR AREAS 30" ABOVE GRADE OR ADJACENT FLOOR AT ANY POINT WITHIN 36", WITH A MINIMUM HEIGHT OF 36" AND INTERMEDIATE BALUSTERS OR RAILS SPACED 50 THAT A 4" SPHERE WILL NOT PASS THROUGH. 6. ENCLOSED USABLE SPACE UNDER STAIRS SHALL HAVE 1/2" GWB, FIRETAPED ON WALLS AND SOFFITS. PROVIDE FIREBLOGKING IN CONGEALED SPACES BETWEEN STAIR STRINGERS AT TOP AND BOTTOM OF RUN AND BETWEEN STUDS ALONG AND IN LINE WITH RUN OF STAIRS, IF THE WALL UNDER THE STAIRS 15 UNFINISHED. U. ENERGY NOTES PER 200cI WSEC 1. EXTERIOR JOINTS AROUND WINDOW AND DOOR FRAMES, OPENINGS BETWEEN WALLS AND FOUNDATIONS, BETWEEN WALLS AND ROOF, AND BETWEEN WALL PANELS; OPENINGS AT PENETRATIONS OF UTILITY SERVICES THROUGH WALLS, ROOF AND FLOORS; AND OTHER SUCH OPENINGS IN THE BUILDING ENVELOPE, INCLUDING AGGE55 PANELS INTO UNHEATED SPACES, SHALL BE SEALED, CAULKED, GASKETED OR WEATHER-STRIPPED TO LIMIT AIR LEAKAGE. WEATHER-STRIP EXTERIOR DOORS AND DOORS ADJOINING UNHEATED SPACES. EXTERIOR OPENINGS EXPOSED TO WEATHER SHALL BE FLASHED IN SUCH A MANNER A5 TO MAKE THEM WEATHERPROOF. ALL FLASHING, COUNTER FLASHING AND COPING, WHEN OF METAL, SHALL BE NOT < 26 GA CORROSION RESISTANT METAL. 2. PROVIDE VAPOR BARRIERS AT WARM SIDE IN WINTER OF INSULATED ASSEMBLIES EXCEPT AT INSULATED WALLS WITH W.P. WALL BOARD AND AT SHOWER CEILINGS. 3. PROVIDE 6 MIL, BLACK, AND POLYETHYLENE GROUND COVER AT CRAWL SPACES. OVERLAP 12" MINIMUM AND EXTEND TO FOUNDATION WALL 4. INSULATE FLOORS, WALLS AND ROOF PER PLAN TO ACHIEVE PROPER DENSITIES AND R -VALUES 5. FACED INSULATION TO BE FACE STAPLED. 6. INSULATE HOT AIR DUCTS IN NON -HEATED SPACES PER TABLE 4-16 (R-4). 1. INSULATE 24" OF PERIMETER OF SLABS AT HEATED ROOMS WITH R-10 RIGID INSULATION. 8. INSULATE HOT WATER PIPES PER TABLE 4-17. 1. PROVIDE 2.5 GPM. FLOW RESTRICTORS AT SHOWERS. 10. WATER HEATERS AND HEATING EQUIPMENT SHALL MEET 1187 NAEGA. 11. ELECTRIC HW TANKS IN NON -HEATED SPACES SHALL BE PLACED ON A NON-COMPRESSIBLE SURFACE AND THE FLOOR INSULATED TO R-10. 12. HVAC EQUIPMENT SHALL BE SIZED TO A MINIMUM OF 100% AND MAXIMUM OF 200% OF THE DESIGN LOAD (UNO). INSTALLING CONTRACTOR SHALL PROVIDE SIZING AND HEAT LOSS GALLS. 13. RECESSED LIGHTING SHALL BE TYPE 1C OR NON 1G INSIDE AIR -TIGHT ASSEMBLY (1/2" GWB BOX). 14. EXTEND WIND BAFFLES TO A POINT 12" VERTICALLY ABOVE THE TOP OF INSULATION. V. VENTILATION AND INDOOR AIR QUALITY PER VIA 2001. 1. INTEGRATED WHOLE HOUSE VENT SYSTEM FOR THE INTERMITTENTLY OPERATED INTEGRATED FORGED AIR HEATING SYSTEM. A. SOURCE SPECIFIC VENTILATION REQUIREMENTS 1. EXHAUST FAN REQUIREMENTS: BATHROOMS, LAUNDRIES AND POWDER ROOMS SHALL HAVE MINIMUM 50 CFM © .25 W.G. KITCHENS SHALL HAVE MINIMUM 100 GFM @ .25 W.G. RANGE HOOD FANS. 2. EXHAUST DUCT REQUIREMENTS: DUCTS TO BE INSULATED TO R-4 IN UNCONDITIONED SPACES, BE EQUIPPED WITH A BACK DRAFT DAMPER, TERMINATE OUTSIDE THE BUILDING ENVELOPE AND COMPLY WITH TABLE 3.3 VIAQ CODE. 3. A PERMANENT CERTIFICATE SHALL BE POSTED WITHIN 3' OF ELEG PANEL, IT SHALL LIST THE TYPE AND EFFICIENCY OF HEATING AND WATER HEATING EQUIP MUST CONTAIN DUCT LEAKAGE RATES AND AIR LEAKAGE RESULTS IF BLOWER DOOR TEST WAS CONDUCTED. 4. DUCTS SHALL BE LEAK TESTED IN ACCORDANCE WITH R5-33 USING MAX LEAKAGE RATES PER 504.10.3. 5. BUILDING ENVELOPE LEAKAGE CONTROL SHALL BE < 0.00030 SPECIFIC/ LEAKAGE AREA WHEN TESTED WITH A -, BLOWER DOOR. TEST RESULTS SHALL BE RECORDED ON THE ABOVE CERTIFICATE. 6. A MINIMUM OF 50% OF ALL INTERIOR LUMINAIRES AND ALL OUTDOOR LUMINAIRES SHALL BE HIGH EFFICACY. A DEfEDA tsrlori ATE OF ;siin-•a DESIGN LOADS FILE COPY PCIMit CODES 2009 IBC/IRC. WITH WASHINGTON STATE AND SEATTLE AMENDMENTS IF APPLICABLE AND 2009 WASHINGTON STATE ENERGY CODE. LATERAL ANALYSIS 2001 INTERNATIONAL BUILDING CODE ASCE 1-02 METHOD 2 DESIGN LOADS ROOF: 15 P5F DEAD LOAD FLOOR: 10 P5F DEAD LOAD ATTIC/NO STORAGE ATTIC/LIMITED STORAGE ATTIC/HABITABLE OR IN/ STAIRS DECK: 10 PSF DEAD LOAD STAIRS: GUARDRAIL IN -FILL COMPONENTS 25 P5F LIVE LOAD 40 P5F LIVE LOAD 30 PSF(SLEEPING RM) 10 PSF LIVE LOAD 20 PSF LIVE LOAD 30 PSF LIVE LOAD 40 PSF LIVE LOAD 40 P5F LIVE LOAD 50 PSF: GUARDRAIL/HANDRAIL: 200* PT LOAD WIND SPEED: WIND EXPOSURE CATEGORY: WIND IMPORTANCE FACTOR: TOPOGRAPHIC FACTOR: GUST FACTOR: ENCLOSURE CLASSIFICATION: INTERNAL PRESSURE COEFFICIENT: V= 85 MPH B 1=1.0 KZt= Gf= .85 ENCLOSED GGp 1=/-0.18 SEISMIC. U5E GROUP: 1 SEISMIC IMPORTANCE FACTOR: 1.0 SEISMIC DESIGN CATEGORY: D2 SHORT PERIOD ACCELERATION: 1 -SECOND ACCELERATION: SEISMIC FORGE RESISTING SYSTEM: 1 k RESPONSE MODIFICATION FACTOR 6.5 DEFLECTION AMP FACTOR: 4 SOIL BEARING CAPACITY ASSUMED AT 2000 PSF IN PLANS OR A SOILS REPORT BY A QUALIFIED 50IL5 ENGINEER. EARTH PRESSURE ASSUMED AT 60 FGF EQUIVALENT FLUID PRESSURE FOR BASEMENT WALLS AND 50 PGF FOR CANTILEVER RETAINING WALLS. CONCRETE STRENGTH OF CONCRETE SHALL BE 2500 PSI FOR CONCRETE NOT EXPOSED TO WEATHER EXCEPT GARAGE FLOOR SLABS. MINIMUM COMPRESSIVE STRENGTH: 2500 FSI AT 23 DAYS 5 1/2 SACK GEMENT PER CU/YD, MAX. 5 GAL. WATER PER 14 LB. SACK OF GEMENT. MAX SLUMP 4", MAXIMUM AGGREGATE SIZE 1-1/2" STRENGTH OF CONCRETE SHALL BE 3000 PSI AT 28 DAYS, 51/2 SACK CEMENT PER CU/YD, FOR CONCRETE EXPOSED TO WEATHER, GARAGE FLOOR SLABS AND PORCHES AND RETAINING WALLS EXPOSED TO WEATHER. EXTERIOR WALKS AND SLABS TO BE I~.I`4.JOT LESS THAN 596 OR MORE TH N "'REVIEWED FOR EtOWIPLIANCE APPROVED REINFORCING STEEL ASTM A-615 GRADE 40 FRAMING LUMBER (UNLESS OTHERWISE NOTED PLATES AND SILLS SEP 0 5 2013 N POW idicrukW la•, BUILDI STUDS JOISTS AND RAFTERS POSTS AND HEADERS BEAMS GLU-LAM BEAMS (SIMPLE SPAN) GLU-LAM BEAMS (OVERHANGING) DECK JOISTS DECK BEAMS GONG) HF"STUD GRADE" HF*2 OR "TJI" DF*2 DF*1 OR" FARALLAM" 24F -V4 2P r PF *2 RECEIVED';. P.T. DtIirY OF TUKWILA METAL CONNECTORS "SIMPSON" BRAND OR AN IGBO EQUIVALENT MAY 21 2013 PERMIT CENTER MASONRY ;a MORTAR: TYPE 5, 1 PG, 1/2 LIME PUTTY, 4 SAND. '6TEEL: GR. 40 (-JAMES-ANI,ERSONIPESIGN, P.S. RESIDENTIAL ARCHITECTURE { "' P CATHERINE ANDERSON REGISTERED ARCHITECT 19626 16TH Ave. W. #A Lynnwood, WA 95036 (425) 776-6166 TELEPHONE DATE SHEET ABBREVIATIONS/GENERAL CONSTRUCTION A.B. ABV. ALT BD. BLK'G BM CANT. G.B. CDR G.J. CL CLR COM COMP CONG CONT d D.B. DBL DIAM E.E. E.S. E.W. EX EXP EXT FIN F.G. F.J. F.F.L. F05 FP FTG GLB GL GR GNIB HD HDR HR HGT. H.L. HW ANCHOR BOLT ABOVE ALTERNATE BOARD BLOCKING BEAM CANTILEVER CARRIAGE BOLT CEDAR CEILING JOIST CENTERLINE CLEAR COMMON COMPOSITION CONCRETE CONTINUOUS PENNY DEADBOLT DOUBLE DIAMETER EACH END EACH SIDE EACH WAY EXISTING EXPOSED EXTERIOR FINISH FIBERGLASS FLOOR JOIST FINISHED FLOOR LINE FACE OF STUD FIREPLACE FOOTING GLU—LAM BEAM GLA55/GLAZING GRADE GYPSUM WALLBOARD HOLDOWN HEADER HANDRAIL HEIGHT HEAT LAMP HOT WATER INCL. INT LAM LIN MAX M.B. MIN INC. NTS O.A. O.G. O.H. 05B P.B.O. PL P.T. PW R RELOG REQ'D R45 R.O. R.5. 5.C. SHT 5H SKY SLDG 5W T . T—(1) T. B. T.PL. TYP T4G UNFIN. U.N.O. V.B. V.G. WD W.I. W.P. INCLUDE INTERIOR LAMINATED LINEN MAXIMUM MACHINE BOLT MINIMUM INCLUDE NOT TO SCALE OVERALL ON CENTER OVERHANG ORIENTED STRAND BOARD PROVIDED BY OWNER PLATE PRESSURE TREATED PLYWOOD RISER RELOCATE REQUIRED ROD AND SHELF ROUGH OPENING ROUGH SAWN SOLID CORE SHEET SHELF SKYLIGHT SLIDING SHEARWALL TREAD TIE DOWN (#) TOWEL BAR TOP PLATE TYPICAL TONGUE AND GROOVE UNFINISHED UNLESS NOTED OTHERWISE VAPOR BARRIER VERTICAL GRAIN WOOD WROUGHT IRON WATER PROOF ABBREVIATIONS/ELECTRICAL/MECHANICAL/ LIGHTING ESM ESP U.G. EWH EBB L.P.O. VTO GFM ELECTRIC SERVICE METER ELECTRIC SERVICE PANEL UNDERGROUND ELECTRIC WALL HEATER ELECTRIC BASEBOARD LOCATE PER OWNER VENT TO OUTSIDE CUBIC FEET PER MINUTE GFIG 5D W.S.L H.B. G.O. G.A.R. GROUND FAULT INTERRUPT CIRCUIT SMOKE DETECTOR WATER SERVICE LINE HOSE BIBB GLEAN OUT COLD AIR RETURN ELECTRICAL/ MECHANICAL/ LIGHTING SYMBOLS of,v 4f 0\14? zgAPI ' ? 1%I SWITCH 3 WAY SWITCH DIMMER SWITCH TIMER SWITCH DUPLEX OUTLET HALF SWITCHED SPEC. APPLIANCE FLOOR OUTLET 220V OUTLET WATERPRF OUTLET GFIG OUTLET 121 jilt 1'1'1 It'll ELECTRIC PANEL ELECTRIC METER SMOKE DETECTOR EXHAUST FAN CABLE JACK DOORBELL/CHIME PHONE JACK THERMOSTAT HEAT REGISTER ELEC. BASE BD 1-c> SURFACE LIGHT WALL MNT. LIGHT RECESSED LIGHT CHANDELIER FLUORESCENT TRACK LIGHT PULL CHAIN LIGHT GA5 METER FLOOR DRAIN HOSE BIBB FASTENER SCHEDULE FOR STRUCTURAL MEMBERS DESCRIPTION OF BUILDING ELEMENTS NUMBER AND TYPE OF FASTENERa,b,c,d SPACING OF FASTENERS Joist to sill or girder, toe nail 3-8d — 1" x 6" subfloor or less to each joist, face nail 2-8d 2 staples, 13/4" — — 2" subfloor to joist or girder, blind and face nail 2-16d — Sole plate to joist or blocking, face nail 16d 16" o.c. Top or sole plate to stud, end nail 2-16d — Stud to sole plate, toe nail 3-8d or 2-16d — Double studs, face nail 10d 24" o.c. Double top plates, face nail 10d 24" o.c. Sole plate to joist or blocking at braced wall panels 3-16d 16" o.c. Double top plates, minimum 24 -inch offset of end joints, face nail in lapped area 8-16d — Blocking between joists or rafters to top plate, toe nail 3-8d — Rim joist to top plate, toe nail 8d 6" o.c. Top plates, laps at corners and intersections, face nail 2-10d — Built-up header, two pieces with 1/2" spacer 16d 16" o.c. along each edge Continued header, two pieces 16d 16" o.c. along each edge Ceiling joists to plate, toe nail 3-8d — Continuous header to stud, toe nail 4-8d — Ceiling joist, laps over partitions, face nail 3-10d — Ceiling joist to parallel rafters, face nail 3-10d — Rafter to plate, toe nail 2-16d — 1" brace to each stud and plate, face nail 2-8d 2 staples, 13/4" — — 1" x 6" sheathing to each bearing, face nail 2-8d 2 staples, 13/4" — — 1" x 8" sheathing to each bearing, face nail 2-8d 3 staples, 13/4" — — Wider than 1" x 8" sheathing to each bearing, face nail 3-8d 4 staples, 13/4" — — Built-up corner studs 10d 24" o.c. Built-up girders and beams, 2 -inch lumber layers 10d Nail each layer as follows: 32" o.c. at top and bottom and staggered. Two nails at ends and at each splice. 2" planks 2-16d At each bearing Roof rafters to ridge, valley or hip rafters: toe nail face nail 4-16d 3-16d — — Rafter ties to rafters, face 3-8d — Wood structural panels, subfloor, roof and wall sheathing to framing, and particleboard wall sheathing to framing 5/16"-1/2" 6d common nail (subfloor, wall) 8d common nail (roof)f 6 12g 19/37" -1" 8d common nail 6 12g 11/8"-11/4" 10d common nail or 8d deformed nail 6 12 6 DESCRIPTION OF BUILDING MATERIALS DESCRIPTION OF FASTENERb,c,d,e SPACING OF FASTENERS • Edges (inches)' Intermediate supportsc,e (inches) Other wall sheathing'' 6 1/2" regular cellulosic fiberboardsheathing 11/2" galvanized roofing nail 6d common nail staple 16 ga., 11/2 long 3 6 t/2" structural cellulosic fiberboard sheathing 11/2" galvanized roofing nail 8d common nail staple 16 ga., 11/2 long 3 6 25/32", structural cellulosic fiberboard sheathing 13/4" galvanized roofing nail 8d common nail staple 16 ga., 13/4 long 3 6 1/2" gypsum sheathing 11/2' galvanized roofing nail; 6d common nail; staple galvanized, 11/2" long; 11/4" screws, Type W or S 4 8 5/8" gypsum sheathing 13/4" galvanized roofing nail; 8d common nail; staple galvanized, 15/8" long; 15/8" screws, Type W or S 4 8 Wood structural panels, combination subfloor underlayment to framing 3/4" and less 6d deformed nail or 8d common nail 6 12 7/8"-1" 8d common nail or 8d deformed nail 6 12 11/8"-11/4" 10d common nail or 8d deformed nail 6 12 For SI: 1 inch = 25.4 mm, 1 foot = 304.8 mm, 1 mile per hour = 1.609 km/h. a. All nails are smooth -common, box or deformed shanks except where otherwise stated. Nailsused for framing and sheathing connections shall have minimum average bending yield strengths as shown: 80 ksi (551 MPa) for shank diameter of Q.192 inch (23d common nail), 90 ksi (620 MPa) for shank diameters larger than 0.142 inch but not larger than 0.177 inch, and 100 ksi (689 MPa) for shank diameters of 0.]42 inch or less. b. Staples are 16 gage wire and have a minimum 7/16 -inch on diameter crown width. c. Nails shall be spaced at not more than 6 inches on center at all supports where spans are 48 inches 6r greater. d. Four -foot -by -8 -foot or 4 -foot -by -9 -foot panels shall be applied vertically. e. Spacing of fasteners not included in this table shall be based on Table R602.3(1). f. For regions having basic wind speed of 110 mph or greater, 8d deformed nails shall be used for attaching plywood and wood structural panel roof sheathing to framing within minimum 48 -inch distance from gable end walls, if mean roof height is mote than 25 feet, up to 35 feet maximum. g. For regions having basic wind speed of 100 mph or less, nails for attaching wood structural pan;lroof sheathing to gable end wall framing shall be spaced 6 inches on center. When basic wind speed is greater than 100 mph, nails for attaching panel roof sheathing to intermediate supports shall be spaced 6 inches on center for minimum 48 -inch distance from ridges, eaves and gable end walls; and 4 inches on center to gable end wall framing. h. Gypsum sheathing shall conform to ASTM C 79 and shall be installed in accordance with GA 253. Fiberboard sheathing shall conform to either AHA 194.1 or ASTM C 208. i. Spacing of fasteners on floor sheathing panel edges applies to panel edges supported by framing members and at all floor perimeters only. Spacing of fasteners on roof sheathing panel edges applies to panel edges supported by framing members and at all roof plane perimeters. Blocking of roof or floor sheathing panel edges perpendicular to the framing members shall not be required except at intersection of adjacent roof planes. Floor and roof perimeter shall be supported by framing members or solid blocking. ALTERNATE ATTACHMENTS NOMINAL MATERIAL THICKNESS (inches) DESCRIPTIONa, b OF FASTENER AND LENGTH (Inches) SPACING° OF FASTENERS Edges (inches) Intermediate supports (inches) • Wood structural panels subfloor, roof and wall sheathing to framing and particleboard wall sheathing to framingt 5/16 0.097 - 0.099 Nail 11/2 Staple 15 ga. 13/8 Staple 16 ga. 13/4 6 ` 12 3/8 Staple 15 ga. 13/8 6 12 0.097 - 0.099 Nail 11/2 4 10 Staple 16 ga. 13/4 6 12 15/32 and 1/2 Staple 15 ga. 11/2 6 12 0.097 - 0.099 Nail 15/8 3 6 Staple 16 ga. 13/4 6 12 19/32 and 5/8 0.113 Nail 17/8 Staple 15 and 16 ga. 15/8 6 12 0.097 - 0.099 Nail 13/4 3 6 23/32 and 3/4 Staple 14 ga. 13/4 6 12 Staple 15 ga. 13/4 5 10 0.097 - 0.099 Nail 17/8 3 6 Staple 16 ga. 2 4 8 1 Staple 14 ga. 2 5 . 10 0.113 Nail 21/4, Staple 15 ga. 2 4 8 0.097 - 0.099 Nail 21/8 3 6 NOMINAL MATERIAL THICKNESS (inches) DESCRIPTIONa,b OF FASTENER AND LENGTH SPACING° OF FASTENERS Edges (inches) Body of panel (inches) Floor underlayment; plywood-hardboard-particleboardt Plywood 1/4 and 5/16 11/4 ring or screw shank nail—minimum 121/2 ga. (0.099") shank diameter 3 6 Staple 18 ga., 7/8, 3/16 crown width 2 5 11/3, 3/815/32 and 1/2 11/4 ring or screw shank nail—minimum 121/2 ga. (0.099) shank diameter 6 8e 14/32, 5/8, 23/32 and 3/4 11/2 ring or screw shank nail—minimum 121/2 ga. (0.099) shank diameter 6 12 Staple 16 ga. 11/4 6 8 Hardboards 0.200 11/2 long ring -grooved underlayment nail 6 6 4d cement -coated sinker nail 6 6 Staple 18 ga., 7/8 long (plastic coated) 3 6 Particleboard 1/4 4d ring -grooved underlayment nail 3 6 Staple 18 ga., 7/8 long, 3/16 crown 3 6 3/8 6d ring -grooved underlayment nail 6 10 Staple 16 ga., 11/8 long, 3/8 crown 3 6 1/2' 5/8 6d ring -grooved underlayment nail 6 10 Staple 16 ga., 15/8 long, 3/8 crown 3 6 For SI: 1 inch = 25.4 mm. a. Nail is a general description and may be T -head, modified round head or round head. b. Staples shall have a minimum crown width of 7/16 -inch on diameter except as noted. c. Nails or staples shall be spaced at not more than 6 inches on center at all supports where spans are 48 inches or greater. Nails or staples shall be spaced at not more than 12 inches on center at intermediate supports for floors. d. Fasteners shall be placed in a grid pattern throughout the body of the panel. e. For 5 -ply panels, intermediate nails shall be spaced not more than 12 inches on center each way. f. Hardboard underlayment shall conform to.NSI/AHA A135.4. ;. . TABLE 3-1 MINIMUM SOURCE SPECIFIC VENTILATION CAPACITY REQUIREMENTS Intermittently operating Bathrooms Kitchens 50 cfm 100 cfm Continuous operation 20 cfm 25 cfm REVIEWED FOR CODE COMPLIANCE APPROVED SEP 0 5 2013 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA MAY 2 1 2013 PERMIT CENTER 6162 015170 RC .1 CATS1ER'&E ANGERSill STATE OF WASKIN T(Y d illAMES—ANPERSON PESIGN, RE5/1,ENTIAL ARCHITECTURE e, I vo 147Pa CATHERINE ANDERSON REGISTERED ARCHITECT 19626 -TH Ave. NI. ttA L nnwood, WA 98036 5) 176-676 „ni4$! LEPH 1 tH. I el )4 I GDI`1�i �dl / 1f 1 1 4'- Ucic-Ar ( v - 'f4014, *`„ ( 1 ( 1' r 4,e4��� � { 4 p f lr(41, 5? 901.9 1- 1 04 e• ro & JL 0,1 I.Zxrex 11) 1V1 Pow k V1 I) I v61-1.1 NUJ ,ree-zoLe I I!I 1 i aoi 1II f r (qJ%LJ I FOUNDATION PLAN SHEARWALL & HOLDOWN NOTES (U.N.O.) : (1) Simpson or equal. Locate at end of shearwall u.n.o. Install per manufacturer recommendations for foundation minimum end distance and embedment, deepen foundation as required. (2) Construct cripple wall same as shearwall (SW) above, and gable -end same as shearwall (SW) below. (3) Requires 3x or (2) 2x foundation sill plate (4) Threaded rod and coupler as required. (5) Common nails, UNO: 8d=0.131"x2%2', 10d=0.148"x3", 12d=0.148"x3'/4', 16d=0.162"x31/2", 16d sinker=0.148"x3%". (6) Install His on all trusses/rafters, A35's at 24"o/c on gables & rim joist (or solid blkg) to top plate (sill plate at fdn) u.n.o.; When specified spacing is less than 24"o/c, install A35's at roof solid blk'ing to SW top plate, and install H1 or H2.5 on all trusses/rafters. LTP4, LTP5 or LS50 can be substituted for A35. Conn. per Simpson Strong -Tie or equal. (7) Minimum 3x or dbl-2x stud lam'd w/ (2)-16d @ 6" o/c at abutting panel edges. (8) Anchor bolts shall be embedded at least 7" into concrete; there shall be a minimum of two bolts per piece with one bolt located not more than 12" or less than seven bolt diameters from each end of the piece. 2x min PT, u.n.o. HOLDOWN SCHEDULE Date: 8/19/2010 Job#: Lot8 MARK HOLDOWN / STRAP *(1) FASTENERS TO (2) -STUDS MIN U.N.O. FOUNDATION ANCHOR *(1)(4) COMMENTS T-1 STHD10/10RJ (28) - 16d N/A Alef2 1 1!:4414 e W- PN IvxIZ-'xi2l'G, rreVle Olive ea IU" CIb 'L 0 o 4- G f CONCRETE SLAB ON GRADE Scale: 1" = NEC 250.50. A concrete encased grounding electrode is required in all new concrete footings. The electrode shall consist of at least 20 feet of %2" or larger reinforcement bar or #4 copper wire, located near the bottom of the building footing. (NOTE: 20 foot rebar shall be one continuous piece tied alongside any vicinity footing rebar and shall protrude 8" min. above top of foundation wall near location of power panel.) REVIEWED FOR ODE COMPLIANCE APPROVED SEP 0 5 2013 City of Tukwila BUILDING DIVISION 6162 REGISTERED ARP 1I Z -C g 1 Pan": ; A':DEMO ST T tE 0"1 'WAWA sip; )'1 ti IDENTIFY LOT LINES Lot lines shall be established on site and made visible to verify distance of building set backs the from lot lines, at time of footing/foundation inspection, prior to pouring concrete. A survey may be required to verify lot lines )4 . RECEIVED CITY OF TUKWILA MAY 21 2013 PERMIT CENTER Vgtii COPYRIGHT © JAD 2008 UNAUTHORIZED REPRODUCTION OR USE IS PROHIBITED AND PROTECTED BY FEDERAL LAIN .MMES -ANDERSON DESIGN, P.S. RE5/DENT/AL ARCHITECTURE DATE 774 t -ll d1 -- l a id? .°16°M-/ po rt.,46+1 GATHER ". AN ,, SIN u«-ISTER ►h, RG -6-166 SHEET 11 1 1.11,2/14 t7 LAW l'4411- o�. ZI it ' WI% '‚4kr &1'W - w/ ax j"" [AYR-44 FC-h'l SG..:; ' o'dioo✓ 1Up --� I z" r t 1 lotig +Avi tje i 405\., 17 147/r 3a10.4 L'f,51 `► Gots60. LO -o 11 i 441" FIRST FLOOR PLAN SG, -I -_E 1" = 4'-O" IRC 304.6 Outdoor combustion air for gas appliances. 304.6 Outdoor combustion air shall be provided through opening(s) to the outdoors in accordance with Section 304.6.1 or 304.6.2. The minimum dimension of air openings shall be not less than 3 inches. 304.6.1Two permanent openings, one commencing within 12 inches of the top and one commencing within 12 inches of the bottom of the enclosure, shall be provided. Where communicating with the outdoors through horizontal ducts, each opening shall have a minimum free area of not less than 1 square inch per 2,000 Btu/h of total input rating of all appliances in the enclosure. OR 1` 304.6.2 One permanent opening, commencing within 12 inches of the top of the enclosure and shall have a minimum free area of 1 square inch per 3,000 Btu/h of the total input rating of all appliances. AREA SUMMARY FIRST FLOOR= SECOND FLOOR= TOTAL= GARAGE COVERED PORCH= 810 SQ FT 4g2o SQ FT V JDO. 50 FT 325 50 FT 60 50 FT i r .117-741 FIRST FLOOR ELEG/MEGH �Mk= C.Cak'fi7-x,t4 titoNoxtt?E A�.0446,1 SCALE 3/16" = 1'-0" EQUIPMENT SIZING FORM Building Component Description U or F Value Heat Loss Factor Component Footage Heat Toss in BTUH A. Window,Skylite Sliding 4 Swinging Glass Door B. Opaque Door G. Roof/ceiling Insulation 12. Wall insulation above 4 below grade E. Floor Over Unheated Space Insulation F. Slab On Grade Floor Perimeter Insulation G. Basement Floor H. Infiltration Double NFRC certified Skylite uncertified Wood 1 3/4" sc Wood 1 3/8 SC Insul. metal w/wd frame Insul. metal w/metal frame R-30 R-49 R-21, wood studs R-19, wood studs R-13,wood studs R-1,1 R-30 R-10 R-10 Post 2010 .320 .580 .460 .460 .160 .280 .036 .021 .051 .062 .082 .041 .029 _ _. __ .540 .600 .018x.35 ACH 14.12 26.68 0.00 ..........-....... 21.16 21.16 1.36 12.88 188.2 11.0 20.0 18.0 1.66 1.24 810.0 2.62 2.85 3.11 1.89 1.3_3 24.84 0.00 21.60 0.30 1805.0 810.0 1240-5.0- 216c1.86 0.00 -- .0.00 359.12 141.20 231.84 0.00 1080.54 4132.11 0.00 1160.58 0.00 --5120.c10 _ _ 0.00 3120.90 REVIEWED FOR CODE COMPLIANCE APPROVED SEP 052013 City of Tukwila BUILDING DIVISION 6162 Design Heating Load DHL_(heated floor area) 1500 Minimum Required Equipment Size = DHL x 1.0 Maximum Allowed Equipment Size Per WSEG 503.2.2 Proposed Equipment Size (Output) F Es► El'1EEJ Pct' fi� CT • VCATHERVE / t�NDIYISC 1 JAMES -ANDERSON PESIGN, P.S. VSTATE E OF W` .SSl iP'N T3 i RE5/DENTIAL ARCHITECTURE W1LI �NV ri/Or' t -A440/1441 ERINE ANDERS N RE . 14203.35 9.41 __ 142_03.35 40000.00_ 40000.00 RECEIVED CITY OF TUKWILA MAY 21 2013 PERMIT CENTER G15TE ED ARCHITECT "(TON 5T. 4t6 EDMOND WA. 5) 'i"I6-61 DATE le-4'Ott) to -ZZ -�j �✓-Z-13 SHEET 44. J 1-3vdc-p 4I011 t C 141a4 44)44 pewr Azo 0 .tber.4 ro:or SECoOMO FLOOR. FRAM ima SCALE 1" = 4-0" F-EVIDWED FOR CODE COMPLIANCE APPROVED SEP 0 5 2013 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA MAY 2 1 2013 PERMIT CENTER 6162 COPYRIGHT © JAD UNAUTHORIZED REPRODUCTION OR USE IS PROHIBITED AND PROTECTED BY FEDERAL LAW RESOPMED STATE OF WASIi';NE:'ITON JAMES-ANPER5ON 1:7ESIGN, P.5. RESIDENT/AL ARCHITECTURE 171,4,r_ H-0-115, e, too 71, CATHERINE ANDERSON $O "16-616 T DATE SHEET 5 r'/ (v 21/01 ,epe-DrLi 601, 11 5flht i i 0.1y. VbiliG P& 3 11' . II/ t ► ,&F/1 Ji i f SEGONP FLOOR PLAN SG,441-E 1" = 41-0" SECONP FLOOR L.C4/MEC+I SCALE 9/16" = t'-0" Mc.umiiw atwc.. Chapter 9: WSEC Chapter 9 Credits Small Dwelling Unit: 1 credit 1 credit is given to houses less than 1,500 square feet. and with a maximum window and door area of 300 square feet. This credit also applies to additions less than 750 square feet. REVIEWED FOR CODE COMPLIANCE APPROVED SEP 0 5 2013 City of Tukwila BUILDING DIVISION 6162 VENT TO EXTERIOR SCREENED FRESH AIR INTAKE VENT MANUAL AIRFLOW ADJUSTMENT DAMPER ELECTRONIC DAMPER GAS FURNACE li COMBUSTION FURNACE AIR e- El<Z3 RETURN AIR 1 24 HR TIMER WITH ON - OFF SWITCH SUPPLY AIR INSULATED SUPPLY DUCTS R-8 FURNACE INTEGRATED WHOLE HOUSE VENTILATION SYSTEM KifgEffD b0 COPYRIGHT © JAD S/715 UNAUTHORIZED REPRODUCTION OR USE 15 PROHIBITED AND PROTECTED BY FEDERAL LAW MAY 2 1 2013 RECEIVED CITY OF TUKWILA UATI€ERIAHE MOM' STATE Q. Ya'iS t, T-70:1 JES-AND€RSON DESIGN, P.S. RE5/DENT/AL ARCHITECTURE 49.#4•14 NOP V6,0 w.4.1Jn 0,141. CATHERINE ANDERSON REGISTERED NST. #6 ED 425) 1 -6 - 020 PERMIT CENTER SHEET ROOF FRAMING SCALE 1" = 4'-0" la' NO— V:A/6 MAOT---VCW /M\111 00 1441 IV -"V(7 tie7 06-r- 4, wirr 01,1 A1/4,4,2. opu, (4) 50 r 14.12A0r CONTINUOUS LATERAL BRACING CONTINUOUS LATERAL. BRACING IF SPAN 15 GREATER THAN 16 FT PROVIDE ALL THREE LATERAL BRACES IF SPAN 15 GREATER - THAN 24 FT DIAGONAL BRACING ROOF SHEATHING •bd NAILS ® 6" OG EDGES S•d NAILS ® 4" OG GABLE EDGES 8d NAILS 0 12" OG FIELD IFTRU55SPAN >40FTOR2nd STORY, USE 1Od NAILS TRUSS COMPRESSION WEB CONTINUOUS LATERAL BRACE(5). NAIL 12) 16d AT EACH WEB 45 DEGREE DIAGONAL BRACE AT GABLE ENDS AND HIP MASTERS REPEAT AT 20 FT INTERVALS (NAIL TO OPPOSITE SIDE OF WEB) BOTTOM CHORD AND CEILING GABLE ENP TRUSS BSAGING PETAL RE\/!BATED FOR CODE COMPLIANCE APPROVED SEP 0 5 2013 City of Tukwila BUILDING DIVISION NO SCALE 6162 R€G1'3 AR J1 taz;T TATE OF Wf:.S1'Cn r '1 COPYRIGHT © JAD—RECEIVED UNAUTHORIZED REPRODUCTION OR USE 15 CITY OF TUKWILA PROHIBITED AND PROTECTED BY FEDERAL LAW MAY 2 1 2013 JAMES-ANIPES ON DESIGN, P.S. RESIDENTIAL ARCHITECTURE 1204e- ftatei /1,1& [WAG V,ie52 Q J k0-1 Gi IPirr tv-AVW0)012seit CATHERINE ANDERSON REGISTERED ARCHITECT 5 ..,., DAYTON ST. #6 EDMONDS, INA. c1SO2O 25) "116-676- LEPHO FANX i .ENTER j% DATE lY'o SHEET 7 FLOOR RIM/BLKG (OR ROOF GABLE) SWF FIRST FLOOR SHEARWALL LAYOUT 1/8"=1'-O" NAILS PER SW SCHED WALL BASE PLATE CONNECTION A35 PE rSW scI1E EDGE NAILS -� EDGE NAILS DIAPFIR AGM PER STRUCT NOTES EXTERIOR SHEARWALLS SOLID BLKG DOUBLE -SIDED SHEARWALLS, INTERIOR SHEARWALLS, & EXTERIOR SHEARWALLS @ CANTILEVERS SHEARWALL FLOOR (ROOF GABLES) CONNECTIONS, TYP N.T.S. --- .. FOUNDATION PER PLAN — • SWB 1. 7/ WALL ANCHORS PER SW SCHED 2x SILL U.N.U. PER SW SCI -IED SHEARWALLS TO FOUNDATION WALL BASE PLATE CONNECTION PER SW SCHED RIM/BLKG EDGE NAILS FOUNDATION PER PLAN WALL DIAPHRAGM PIR STRUCT NOTE ANCHORS PER SW SCHED 2x SILL U,N:O, PER SW SCHED SHEARWALLS TO FLOOR TO FOUNDATION SHEARWALL BASE PLATE & FOUNDATION CONNEC I IONS, TYP N.T.S. ROOF DIAPRHAGM PER STRUCT NOTES EDGE NAILS SOLID BLOCKING WALL 112.5 MIN @ ALL ROOF MEMBERS U.N.O. @ SHEARWALLS SIIEARWALL wJ TRUSS OR RAFTER BEARING SHEARWALL ROOF CONNECTIONS, TYP N.T.S. a LS50@ SHEARWALLS PER SCHED �Hl@ SI IEARWALLS SEGONI7 FLOOR SHEARWALL LAYOUT 1/8"=1'-O" \\\ 2x I41>Nl 1417 -'o Z Z,X { Z R- I (pd @ 4'OC \14 Pi't 114.1 2X I,K1 INTERIOR SHEARYVALL 1^1/ HOLI7O"N Scale: 1" = 1-0" LS50 @ SHEARWALLS PER SCHED TH2,5@ALL ROOF MEMBERS - T III SHEARWALLS \\\ ,x I-1kI 1'o 7, -SX Z kY - R—� �(��� p11oG sY/ PSI- Pial -1 2X A,K1 OO SHEARWALL & HOLDOWN NOTES (U.N.O.) : (1) Simpson or equal. Locate at end of shearwall u.n.o. Install per manufacturer recommendations for foundation minimum end distance and embedment, deepen foundation as required. (2) Construct cripple wall same as shearwall (SW) above, and gable -end same as shearwall (SW) below. (3) Requires 3x or (2) 2x foundation sill plate (4) Threaded rod and coupler as required. (5) Common nails, UNO: 8d=0.131"x2Y2', 10d=0.148"x3", 12d=0.148"x3%", 16d=0.162"x3'/z', 16d sinker=0.148"x3'/<", (6) Install H1's on all trusses/rafters, A35's at 24"o/con gables & rim joist (or solid blkg) to top plate (sill plate at fdn) u.n.o.; When specified spacing is less than 24"o/c, install A35's at roof solid blk'ing to SW top plate, and install H1 or H2.5 on all trusses/rafters. LTP4, LTP5 or LS50 can be substituted for A35. Conn. per Simpson Strong -Tie or equal. (7) Minimum 3x or dbl-2x stud lam'd w/ (2)-16d @ 6" o/c at abutting panel edges. • (8) Anchor bolts shall be embedded at least 7" into concrete; there shall be a minimum of two bolts per piece with one bolt located not more than 12" or less than seven bolt diameters from each end of the piece. 2x min PT, u.n.o. (9) All sheathing must be Structural I sheathing U.N.O. HOLDOWN SCHEDULE Date: 5/2/2013 Job #: 0 MARK HOLDOWN / STRAP *(1) FASTENERS TO (2) -STUDS MIN U.N.O. FOUNDATION ANCHOR *(1)(4) COMMENTS T-1 STHD10/10RJ (28) - 16d N/A 16d @ 9 " o/c A35 @ 24 " o/c 5/8"0x10" AB's @ 60 " o/c SW -2 7/16" OSB 8d @ 6" o/c (12" o/c field) 16d @ 6 " o/c A35 @ 16 " o/c 5/8"0x10" AB's @ 48 " o/c SW -3 7/16" OSB 8d @ 4" o/c (12" o/c field) 16d @ 9 " o/c A35 @ 24 " o/c 5/8"0x10" AB's @ 60 " o/c SHEARWALL SCHEDULE Date: 5/2/2013 Job #: 0 MARK *(2) SHEATHING - APPLY TO 2x HF STUDS @ 16"o/c U.N.O. BELOW *(9) SHEATHING EDGE NAILS 15) ALL EDGES BLOCKED (do not penetrate past flush) BASE PLATE NAILS *(5) ROOF TO TOP PLATE, FLOOR TO TOP PLATE & SILL PLATE *(6) SILL PLATE ANCHORS w/ 3" x 3" x 114" WASHERS *(8) SW -1 7/16" OSB 8d @ 6" o/c (12" o/c field) 16d @ 9 " o/c A35 @ 24 " o/c 5/8"0x10" AB's @ 60 " o/c SW -2 7/16" OSB 8d @ 6" o/c (12" o/c field) 16d @ 6 " o/c A35 @ 16 " o/c 5/8"0x10" AB's @ 48 " o/c SW -3 7/16" OSB 8d @ 4" o/c (12" o/c field) 16d @ 9 " o/c A35 @ 24 " o/c 5/8"0x10" AB's @ 60 " o/c REQ/IE-NED FOR CODE COMPLIANCE APPROVED SEP 0 5 2013 City of Tukwila BUILDING DIVISION I71 0 re- 1-1-47.10 INTERIOR SHEARYVALL Y4/ HOLI7OYtN Scale: 1" = 1'-0" SNP )1,1 PES-R�a-ly RECEIVED CITY OF TUKWILA MAY 2 1 2013 PERMIT CENTER oz, 'G•Y,/ GA AGE SHEARINALL PETAIL Scale: no scale JAMES -ANDERSON DESIGN, P.5. RESIDENTIAL ARCHITECTURE pow 140,friW7��le. i5o 5v�r I���uT � � 6162 RE&ISTETE.O iT LATHER : ANDERSON STATE OF W. H1Pu aj't d DATE .5.0?2 to SHEET NORTH ELEVATION SCALE 1" = 42-0" 4sf SOUTH ELEVATION SCALE 1" = 41-0" NEST ELEVATION SCALE 1" = 41-0" ofIEINED FOR COMPLIANCE APPROVED SEP 05 2013 City of Tukwila BUILDING DIVISION MAY 2 1 2013 PERMIT CENTER i4t9 h11211---1 RECEIVED CITY OF TUKWILA 0.3:mammon room rev ••••••:..... It> REGISTERED AP' PICT EAST ELEVATION COPYRIGHT © JAD,°,1;401°' UNAUTHORIZED REPRODUCTION OR USE 15 PROHIBITED AND PROTECTED BY FEDERAL LAIN CATHERin J1DERSON STATE OF INAS4INaTM1 JAMES-ANT,ESSON PES1GN, P.S.• RESIL7ENTIAL. ARCHITECTURE NE ANDERS ON ST. #6 T7 1,1,4 e,,r co KAy I 47 HITEGT 5020 DATE 5- 2. • 15 • SHEET \,/ v / \ SOUTH ELEVATION SCALE 1" = 41-0" NEST ELEVATION SCALE 1" = 41-0" ofIEINED FOR COMPLIANCE APPROVED SEP 05 2013 City of Tukwila BUILDING DIVISION MAY 2 1 2013 PERMIT CENTER i4t9 h11211---1 RECEIVED CITY OF TUKWILA 0.3:mammon room rev ••••••:..... It> REGISTERED AP' PICT EAST ELEVATION COPYRIGHT © JAD,°,1;401°' UNAUTHORIZED REPRODUCTION OR USE 15 PROHIBITED AND PROTECTED BY FEDERAL LAIN CATHERin J1DERSON STATE OF INAS4INaTM1 JAMES-ANT,ESSON PES1GN, P.S.• RESIL7ENTIAL. ARCHITECTURE NE ANDERS ON ST. #6 T7 1,1,4 e,,r co KAy I 47 HITEGT 5020 DATE 5- 2. • 15 • SHEET iz'-(-1 1-Ilo 6i1,n FRAMING SECTION Scale: a" = 1'-0" 'MINaOY SGHEPULE Mark SIZE TYPE AREA „UA" NOTES A B F 6 H 1 1 1 1 1 1 1 3 2/0X3/0 5H 4/0X4/0 SIdg 5/0X4/0 SIdg 2/0X3/0 Fixed 5/0X6/10 Patio 6/0X5/0 SIdg 2/0X2/0 Casement 6/0X4/0 SIdg 6.00 16.00 20.00 6.00 34.11 30.00 4.00 12.00 0.32 0.32 0.32 0.32 0.33 0.32 0.32 0.32 1.92 5.12 6.40 1.92 11.21 c1.60 1.28 23.04 57 r -c -ss T5G TSG 10 188.11 60.55 WEIGHTED "U" 0.322 DOORS 1 2 3 1 1 1 3 3/0X6/8 Insul. Metal 2/8X6/8 Insul. Metal 2/6X6/8 Exem 101.c15 11.12 16.65 54.346 0.16 0.28 3.20 4.96 8.16 Wd. Frame Wd Frame/25% glass WEIGHTED "U" 0.150 WINDOW MANUFACTURER WEATHERVANE DOOR MANUFACTURER EMPIRE THE WASHINGTON STATE ENERGY CODE . WAC 51-11 . 200cf EDITION TABLE 6-1 . PRESCRIPTIVE REQUIREMENTS FOR GROUP R OCCUPANCY, CLIMATE ZONE 1 Ik-11--- 11 IIs I� ( 17 yJl • Vv z.401706,4- 4ise r74-77.1 _Ax4 're 1i 1'o r�a�c) 4,6.4 G n 0 1-4 j% 0605.-4.tc° 46,gleliks- 1 roz- 14try texp. 141 T rete-- 114-1-1 emI DECK SECTION Scale: V' =1.-o" 11 11 --- II _ 11 tl �tlr Il II plita4.0t21:41.41, 11 l t_Ftizelt,iti,iedv,, 11 II II I la 6411-1 -7- -7 tre,av I (/i Ind v I y 1417 'a a6 I( rot-- X12 IYP,iI`t141 oti-v%- 7 OPTION GLAZING GLAZING GLAZING DOORS CEILING VAULTED WALL WALL.int WALL.ext FLOOR SLAB %FLOOR U -Value U -VALUE U -VALUE CEILING ABOVE BELOW BELOW ON AREA vertical overhead GRADE GRADE GRADE GRADE II 25% 0.32 0.50 0.20 R-49 or R-35 R -3S adv R-21 int R-21 R-10 R-30 R-10 TB 4,x4 it/oY.,44, STAIR SECTION DETAIL *Scale: 3/a" = 1'-0" Ut_twe_r- 7-/w i �tjt,lby .J1A 4A`' - *iHr. H-1 e_rei 011 M.,f7 �o W � d 1 "e, f -t44 I 4 �i I'G 0-Al1e,d--''i'e z -x vu , vA I Veih+ // ,Ni N{ w t-It i1 el 4 fav n) w/ 1'X aiiNi7v1•644r -7" 1 r�I %i7 G { {';✓i, �UIkL t r>1#0042/1-1% _,w br' 1J 144r'iii 14" VIEWED FOR CODE COMPLIANCE APPROVED SEP 0 5.2013 City of Tukwila BUILDING DIVISIOK I • -1 II rp RECEIVED CITU OF TUKWILA MAY 21 2013 5 . I� - Irl 1141/lit, tI�,1 _ I" (_____ W/IZ'I6ed. LUw4-IJ --10A Lo"' -2/1. , !elm -L.2 1441)914%1- by UN[ p 4 fin LCL BMJ .i7 I. 1::. % , ,. . ' b' r: v PERMIT CENTER 11 2-*d6-ror g -44t. rrei yer f -y` II TYPICAL. WALL. Scale: NTS /7-1_,1240).61,2 -1 -i I I<J .- - -7 6162 Rterst 9�IMGT JAMES -ANDERSON DESIGN, P.S. RESIDENTIAL ARCHITECTURE TE R€ d. ANDERSON STATE OF WASHESTON 1:2o06.44. l 4 kq 1 ( I .1i1t', b II,Wt1P112. CATHERINE ANDERSON REGISTERED ARCHITECT 55YTO : a a, 6 ED. ,+NDS, WA 98020 4 16-6766 > s HON ,, n DATE 6,-z2-� .5-2.- I� SHEET 10 REINFRRCEMENT SCHEDULE HEIGHT IN FEET VERTICAL REINF.RCEMENT HORIZONTAL REINFORCEMENT 2' NINE REQ'D 2- #4 TOP BAR 4' #4 @ 24' 0.C. @ 24' O.C. 2'TI < 4' TO < 6' #4 @ 18' O.C, r#4 #4 @ 18' 0,C, 8' #4 @ 16' D,C, #4 @ 10' I.C. 6' T < > 8' ENGINEER'S DESIGN REQ'D 11 2-*d6-ror g -44t. rrei yer f -y` II TYPICAL. WALL. Scale: NTS /7-1_,1240).61,2 -1 -i I I<J .- - -7 6162 Rterst 9�IMGT JAMES -ANDERSON DESIGN, P.S. RESIDENTIAL ARCHITECTURE TE R€ d. ANDERSON STATE OF WASHESTON 1:2o06.44. l 4 kq 1 ( I .1i1t', b II,Wt1P112. CATHERINE ANDERSON REGISTERED ARCHITECT 55YTO : a a, 6 ED. ,+NDS, WA 98020 4 16-6766 > s HON ,, n DATE 6,-z2-� .5-2.- I� SHEET 10 NO. GENERAL CONSTRUCTION NOTES 1. Locations shown for existing utilities are approximate. 2. At least 48 hours before starting project site work, notify the Utilities Inspector at 206-433-0179. 3. Request a Public Works utility inspection at least 24 hours in advance by calling 206-433-0179. 4. The Contractor assumes sole responsibility for worker safety, and damage to structures and improvements resulting from construction operations. 5. The Contractor shall have the permit(s) and conditions, the approved plans, and a current copy of City of Tukwila Development Guidelines and Design and Construction Standards available at the job site. 6. All work shall conform to these approved drawings. Any changes from the approved plans require pre -approval from the owner, the engineer, and the City of Tukwila. 7. All methods and materials shall meet City of Tukwila Development Guidelines and Design and Construction Standards, unless otherwise approved by the Public Works Director. 8. Contractor shall maintain a current set of record drawings on-site. 9. Contractor shall provide record drawings prior to project final approval. 10. Provide traffic control and street maintenance plan for Public Works approval before implementation. 11. All surveying for public facilities shall be done under the direction of a Washington licensed land surveyor. Vertical datum shall be NAVD 1988. Horizontal datum shall be Washington State (grid) Coordinates, North Zone, using NAD 83/91 survey control and tied to any two City of Tukwila Horizontal Control Monuments. For projects within a flood control zone, the Permittee shall provide conversion calculations to NGVD 1929. 12. Replace or relocate all signs damaged or removed due to construction. 13. Retain, replace or restore existing vegetation in rights-of-way, easements, and Access Tracts. CONSTRUCTION SPECIFICATIONS 1. All work performed shall be per approved plans and specifications only. The Permittee is required to maintain a set of approved plans, specifications, and associated permits on the job site. Work shall be performed in accordance with all federal, state, and local laws. Permittee shall apply for a Revision for any work not according to the approved plans. 2. Permittee/Contractor shall arrange a preconstruction conference with the City's Inspector(s) prior to beginning any work. 3. Work in Roadways a. All work in roadways shall meet TMC 11 and the following: b. Prior to any activity in City right-of-way, the Permittee shall provide the City a traffic control plan for review and approval. The traffic control plan shall include the location, address and description of traffic flow during the work and shall meet MUTCD requirements. c. All work requiring lane closures must be by permit only. From the third Thursday in November to the following January 2nd, the Director does not allow lane closures in the Tukwila Urban Center. d. Fire, pedestrian, and vehicular access to buildings shall be maintained at all times, except when Permittee has permission from the building owner and the Director to close an access. e. All roadways shall be kept free of dirt and debris using street sweepers. Use of water trucks for cleaning roadways requires pre -approval from the Director. f. Install steel plates over any trench, at any time work is stopped and the trench is left open. STORM DRAINAGE NOTES 1. All methods and materials shall meet City of Tukwila Development Guidelines and Design and Construction Standards, and the current King County Surface Water Design Manual, unless otherwise approved. 2. Mark all storm drain inlets with "Dump No Waste" and either "Drains to Streams", "Drains to Wetlands", or "Drains to Groundwater", as applicable. 3. Driveway culverts shall be of sufficient length to provide a minimum 3:1 slope from the edge of the driveway to the bottom of the ditch. Culverts shall have beveled end sections that match the side slope. DATE DRAINAGE AREAS ANALYSIS for Doak's Village Green 1AII areas are in square feet. Pre Developed Site Conditions The site is shown to be pasture grass land in a 1936 Photo and later developed REVISIONS Rio changes shad be made to the scope .of work without prior approval of Tukwila Building Division. N' T7.:_ evisions will require a new plan submittal end May include additional plan review fees. into two single family residences with two detached garages. Total Land Area Roof Areas Driveway Area Walkway Area Concrete Patio Pre-Dev Impervious Area Lawn Grass Pasture 44710 2672 1018 51 722 4463 12330 27917 Developed Site Conditions All roofs will have Full Infiltration (model @ 0% impervious) Driving Areas will be porous asphalt (model @ 50% imp) Walkways will be porous concrete or pavers (model @ 50% imp) Decks will be porous concrete or wood with slots between boards (model @ 50% imp) REVISION SEPARATE PERMIT REQUIRED FOR: ❑ chanical lectrical ❑ Plumbing ❑ Gas Piping City of Tukwila Bi -1 e DNG DIVISION GRADING AND EROSION CONTROL NOTES 1. The erosion prevention and sediment control (ESC) measures on the approved plans are minimum requirements. 2. Before beginning any construction activities, establish the clearing limits, install construction entrance, and install erosion prevention and sediment control measures. 3. Before any ground disturbance occurs, all downstream erosion prevention and sediment control measures (ESC) must be constructed and in operation. Install and maintain all ESC measures according to the ESC plan. 4. ESC measures, including all perimeter controls, shall remain in place until final site construction is completed and permanent stabilization is established. 5. From May 1 through September 30, provide temporary and permanent cover measures to protect disturbed areas that will remain unworked for seven days or more. 6. From October 1 through April 30, provide temporary and permanent cover measures to protect disturbed areas that will remain unworked for two days or more. In addition to cover measures, the Contractor shall: a. Protect stockpiles and steep cut and fill slopes if unworked for more than 12 hours. b. Stockpile, on site, enough cover materials to cover all disturbed areas. c. By October 8, seed all areas that will remain unworked during the wet season (October 1 through April 30). Mulch all seeded areas. 7. Failure to maintain ESC measures in accordance with the approved maintenance schedule may result in the work being performed at the direction of the Director and assessed as a lien against the property where such facilities are located. 8. During the life of the project, the Permittee shall maintain in good condition and promptly repair, restore, or replace all grade surfaces; walls, drains, dams, structures, vegetation, erosion and sediment control measures, and other protective devices in accordance with approved plans. 9. The Permittee shall monitor the downstream drainage features, and shall, with the Director's approval, remove all sediment deposition resulting from project- related work. 10. All work performed shall be per approved plans and specifications only. The Permittee is required to maintain a set of approved plans and specifications and associated permits on the job site. Work shall be performed in accordance with all federal, state, and local laws. 11. As the first order of business, the Permittee shall install erosion prevention and sediment control measures per the ESC and shall install the downstream temporary ESC measures before any site disturbance occurs. Before the temporary measures are removed, install and establish the upstream permanent ESC measures. 12. The Permittee shall at all times protect sensitive areas, their buffers, and adjacent private properties and public rights-of-way or easements from damage during grading operations. The Permittee shall restore, to the standards in effect at the time of the issuance of the permit, sensitive areas, their buffers, and public and private properties and improvements damaged by the Permittee's operations. 13. Permittee shall arrange for and comply with the following: a. Notify the Public Works Department within 48 hours following installation of ESC measures. b. Obtain permission in writing from the Public Works Department prior to modifying the ESC plan. c. Maintain all road drainage systems, storm water drainage systems, control measures and other facilities as identified in the ESC plan. d. Repair any siltation or erosion damages to adjoining properties and drainage facilities. e. Inspect according to the approved ESC inspection schedule and make needed repairs immediately. UTILITY NOTES 1. All trench excavation operations shall meet or exceed all applicable shoring laws for trenches over 4 -feet deep. All trench safety systems shall meet WISHA requirements. 2. Power, cable, fiber optics, and telephone lines shall be in a trench with a 5' minimum horizontal separation from other underground utilities. 3. Adjust all manholes, catch basins, and valves in public rights-of-way or easements after asphalt paving. UTILITY LOCATION NOTES: 1. Prior to starting construction, contact ONE -CALL (1-800-424-5555) for utility locations. Locations shown for existing utilities are approximate. Identification, location and marking of underground facilities or utilities if the responsibility of the Contractor 2. It is the contractor's responsibility to verify the location and elevation of all utilities and drainage facilities prior to construction. The Contractor is cautioned that overhead electrical and other utility lines may not be shown on the drawings. The contractor is responsible for determining the extent of any hazard created by overhead electrical power or other utility lines in all areas and shall follow procedures during construction as required by law and regulation. SANITARY SEWER CONSTRUCTION NOTES 1. The location of the side sewers shall be marked at the end of the line, 5 feet inside property with 2 x 4 painted traffic yellow and marked "Sewer" with the depth to the side sewer indicated in black paint. 2. Contractor shall obtain any necessary side sewer connection permits from the City of Tukwila prior to construction. 3. Unless otherwise approved or required, the City of Tukwila shall do all connection§htce c)iistsnbaeevtecnnwititvhtithb9ef►ict $lic The contractor shall be responsible for trench and pavement excavation, pipe installatiort��chaackflllpAltilnfiv&►�itifl5�€rii•i9th current City standards. Acceptance is subject to errors and omissions which do not authorize violations of 1. The contractor shall obtain all necessary water service connection permits from tfi@PiEl yttifd kviirao ltftn 2. Installation of corporate stops, water service, lines and meters shall be per City f6 uk �iuSl riY cfii tl � dllste$er4rit stitiil the a minimum 3/4 inch. The City of Tukwila will install the meters. designer. Additions, deletions or revisions to these drawings after this date will void this acceptance and will require a resubmittal of revised drawings for subsequent approval. WATER MAIN SERVICE CONSTRUCTION NOTES LEGAL DESCRIPTION: LOPY LOTS 1 THROUGH 10, INCLUSIVE, ACCORDING TO Permit N4. ® THE BOUNDARY LINE ADJUSTMENT THEREOF APPROVED BY THE CITY OF TUKWILA FOR TAX an review approval Is subje#oerrosarld r.ay+ PARCEL 0179001855, KING COUNTY, WASHINGTON. M9� noroval of construction documents does not authorize ,_,. and conditions is acurlowiedg J: 1 ELEVATION DATUM City Of Tukwila BUILDING DIVISION ALLIANT ENGINEERING & LAND SURVEYING, INC. P.O. BOX 2596 WOODINVILLE, WA 98072 (425) 485-1083 DATUM: NAVD 88 PLANNING APPROVED • No changes can be made. to these plans without approval from the Planning Division of DCD Approved By: - Date:-,)-- 1 Final acceptance is subject to field inspection by the Public Works utilities inspector. Date: By: 4%rz. N cn m cn 0 vi S 122TH ST F u� S 124TH ST z N SITE PORTION OF NE 1/4, SE 1/4, SECTION 10, T23N, R4E, W.M. CITY OF TUKWILA, KING COUNTY, WASHINGTON VICINITY MAP NOT TO SCALE CONTACTS Project Manage/Owner: Darryl Doak, Sr Doak Homes 11812 28th Ave. SW Burien, WA 98146 (206) 372-2280 cell (206) 246-5991 fax Design Engineer: Tim Schriever, PE Alliant Engineering & Land Surveying, Inc. 14525 148th Ave. NE Woodinville, WA 98072 (425) 485-1083 office (206) 669-5218 cell (425) 489-2754 fax CONTRUCTION SEQUENCE UTILITIES UNDERGROUND LOCATION CENTER OP BEFORE �O 0 FIELD VERIFY ALL UTILITIES PRIOR TO CONSTRUCTION. 1) ATTEND PRE -CONSTRUCTION MEETING. 2) FLAG OR FENCE CLEARING LIMITS AND INSTALL FILTER FABRIC OVER EXISTING CATCH BASINS. 3) INSTALL PERIMETER PROTECTION (SILT FENCES, ETC.) 4) GRADE AND INSTALL CONSTRUCTION ENTRANCE TO LOTS. 5) CLEAR FOR AND INSTALL SEDIMENT TRAPS IF NECESSARY. 6) CLEAR, ROUGH GRADE, STABILIZE SITE AND CONSTRUCT BUILDINGS. 7) INSTALL SIDE SEWER, WATER SERVICE AND OTHER UTILITIES. 8) INSTALL ON-SITE STORM DRAINAGE FACILITIES. 9) MAINTAIN FILTER FABRIC OVER ALL CATCH BASIN GRATES. 10) MAINTAIN EROSION CONTROL MEASURES IN ACCORDANCE WITH TUKWILA CITY STANDARDS. 11) COVER ALL AREAS THAT WILL BE UNWORKED FOR MORE THAN SEVEN DAYS DURING THE DRY SEASON OR TWO DAYS DURING THE WET SEASON WITH STRAW, WOOD FIBER MULCH, PLASTIC SHEETING, OR EQUIVALENT. 12) COMPLETE FINAL GRADING AND PAVING OF DRIVEWAYS. 13) STABILIZE ALL AREAS WITHIN SEVEN DAYS OF REACHING FINAL GRADE. 14) HYDROSEED (OR EQUAL) ALL DISTURBED OR CLEARED SOILS TO REMAIN UNWORKED FOR MORE THAN 30 DAYS. 15) CLEAN OUT STORM DRAINAGE SYSTEM. 16) UPON COMPLETION OF THE PROJECT, STABILIZE ALL DISTURBED AI1tEAS AND REMOVE ALL ESC FACILITIES (BMP's) ONLY WHEN ENTIRE SITE IS STABILIZED. JE\JIEWED FOR CODE COMPLIANCE APPROVED SEP 0 5 2013 VU2- 7n CX64 Q 4' City of Tul:wila g BUILDING DIVISION EARTHWORK QUANTITIES CUT 950 CU. YDS FILL 950 CU YDS APPUCANT: DOAK HOMES, INC. 11812 - 26TH AVENUE SW BURIEN, WA 98146 (206) 246-6587 SHEET INDEX SHEET 1 SHEET 2 SHEET 3 SHEET 4 SHEET 5 SHEET 6 SHEET 7 SHEET 8 RECEIVED CITY OF TUKWILA MAY 21 2013 SPECIFICATIONS, DETAILS & NOTES PERMIT CENTER ROAD -LOT DIMENSIONS AND EXISTING SITE CONDITIONS EROSION & SEDIMENTATION CONTROL PLAN ROAD, DRAINAGE, UTILITY PLAN AND PROFILE ROAD DETAILS DRAINAGE DETAILS WATER & SEWER DETAILS TRAFFIC CONTROL AND PERMANENT SIGN PLAN SITE DEVELOPMENT PLAN DOAK'S VILLAGE GREEN TAX PARCEL NO. 0179001855 TUKWILA PERMIT NO. DATE 8/06/2008 AELS PROJECT NO. 04028 SHEET 1 OF 8 Lot Parcel Area Roof Area Drive Area Walkways Decks Total New Impervious Grass Area 1 4087 1307 414 54 0 234 3853 2 2500 1204 162 54 36 126 2374 3 2500 1204 162 54 36 126 2374 4 3559 1280 265 60 40 183 3377 5 4096 1689 330 72 0 201 , 3895 6 4218 1315 225 113 45 192 4027 7 3694 1204 162 58 36 128 3566 8 3679 1315 219 109 45 187 3493 9 3679 1204 162 51 36 125 3555 10 4386 1315 219 110 45 187 . 419 TRA 8312 0 6495 1562 0 4028 4284 Totals 44710 13037 8815 2297 319 5715 38991 Model % 100% 50% 50% 50% n Model Area 44710 0 4408 1148 160 5715 38995 Net New impervious Pre -Developed ;Developed Site surface i Site % impervious % impervious area equals = = (5715/44710)+100 sq ft. 5,715-4,463 = 1,252 (4463/44710)+100 = 10.0% = 12.8% REVISION SEPARATE PERMIT REQUIRED FOR: ❑ chanical lectrical ❑ Plumbing ❑ Gas Piping City of Tukwila Bi -1 e DNG DIVISION GRADING AND EROSION CONTROL NOTES 1. The erosion prevention and sediment control (ESC) measures on the approved plans are minimum requirements. 2. Before beginning any construction activities, establish the clearing limits, install construction entrance, and install erosion prevention and sediment control measures. 3. Before any ground disturbance occurs, all downstream erosion prevention and sediment control measures (ESC) must be constructed and in operation. Install and maintain all ESC measures according to the ESC plan. 4. ESC measures, including all perimeter controls, shall remain in place until final site construction is completed and permanent stabilization is established. 5. From May 1 through September 30, provide temporary and permanent cover measures to protect disturbed areas that will remain unworked for seven days or more. 6. From October 1 through April 30, provide temporary and permanent cover measures to protect disturbed areas that will remain unworked for two days or more. In addition to cover measures, the Contractor shall: a. Protect stockpiles and steep cut and fill slopes if unworked for more than 12 hours. b. Stockpile, on site, enough cover materials to cover all disturbed areas. c. By October 8, seed all areas that will remain unworked during the wet season (October 1 through April 30). Mulch all seeded areas. 7. Failure to maintain ESC measures in accordance with the approved maintenance schedule may result in the work being performed at the direction of the Director and assessed as a lien against the property where such facilities are located. 8. During the life of the project, the Permittee shall maintain in good condition and promptly repair, restore, or replace all grade surfaces; walls, drains, dams, structures, vegetation, erosion and sediment control measures, and other protective devices in accordance with approved plans. 9. The Permittee shall monitor the downstream drainage features, and shall, with the Director's approval, remove all sediment deposition resulting from project- related work. 10. All work performed shall be per approved plans and specifications only. The Permittee is required to maintain a set of approved plans and specifications and associated permits on the job site. Work shall be performed in accordance with all federal, state, and local laws. 11. As the first order of business, the Permittee shall install erosion prevention and sediment control measures per the ESC and shall install the downstream temporary ESC measures before any site disturbance occurs. Before the temporary measures are removed, install and establish the upstream permanent ESC measures. 12. The Permittee shall at all times protect sensitive areas, their buffers, and adjacent private properties and public rights-of-way or easements from damage during grading operations. The Permittee shall restore, to the standards in effect at the time of the issuance of the permit, sensitive areas, their buffers, and public and private properties and improvements damaged by the Permittee's operations. 13. Permittee shall arrange for and comply with the following: a. Notify the Public Works Department within 48 hours following installation of ESC measures. b. Obtain permission in writing from the Public Works Department prior to modifying the ESC plan. c. Maintain all road drainage systems, storm water drainage systems, control measures and other facilities as identified in the ESC plan. d. Repair any siltation or erosion damages to adjoining properties and drainage facilities. e. Inspect according to the approved ESC inspection schedule and make needed repairs immediately. UTILITY NOTES 1. All trench excavation operations shall meet or exceed all applicable shoring laws for trenches over 4 -feet deep. All trench safety systems shall meet WISHA requirements. 2. Power, cable, fiber optics, and telephone lines shall be in a trench with a 5' minimum horizontal separation from other underground utilities. 3. Adjust all manholes, catch basins, and valves in public rights-of-way or easements after asphalt paving. UTILITY LOCATION NOTES: 1. Prior to starting construction, contact ONE -CALL (1-800-424-5555) for utility locations. Locations shown for existing utilities are approximate. Identification, location and marking of underground facilities or utilities if the responsibility of the Contractor 2. It is the contractor's responsibility to verify the location and elevation of all utilities and drainage facilities prior to construction. The Contractor is cautioned that overhead electrical and other utility lines may not be shown on the drawings. The contractor is responsible for determining the extent of any hazard created by overhead electrical power or other utility lines in all areas and shall follow procedures during construction as required by law and regulation. SANITARY SEWER CONSTRUCTION NOTES 1. The location of the side sewers shall be marked at the end of the line, 5 feet inside property with 2 x 4 painted traffic yellow and marked "Sewer" with the depth to the side sewer indicated in black paint. 2. Contractor shall obtain any necessary side sewer connection permits from the City of Tukwila prior to construction. 3. Unless otherwise approved or required, the City of Tukwila shall do all connection§htce c)iistsnbaeevtecnnwititvhtithb9ef►ict $lic The contractor shall be responsible for trench and pavement excavation, pipe installatiort��chaackflllpAltilnfiv&►�itifl5�€rii•i9th current City standards. Acceptance is subject to errors and omissions which do not authorize violations of 1. The contractor shall obtain all necessary water service connection permits from tfi@PiEl yttifd kviirao ltftn 2. Installation of corporate stops, water service, lines and meters shall be per City f6 uk �iuSl riY cfii tl � dllste$er4rit stitiil the a minimum 3/4 inch. The City of Tukwila will install the meters. designer. Additions, deletions or revisions to these drawings after this date will void this acceptance and will require a resubmittal of revised drawings for subsequent approval. WATER MAIN SERVICE CONSTRUCTION NOTES LEGAL DESCRIPTION: LOPY LOTS 1 THROUGH 10, INCLUSIVE, ACCORDING TO Permit N4. ® THE BOUNDARY LINE ADJUSTMENT THEREOF APPROVED BY THE CITY OF TUKWILA FOR TAX an review approval Is subje#oerrosarld r.ay+ PARCEL 0179001855, KING COUNTY, WASHINGTON. M9� noroval of construction documents does not authorize ,_,. and conditions is acurlowiedg J: 1 ELEVATION DATUM City Of Tukwila BUILDING DIVISION ALLIANT ENGINEERING & LAND SURVEYING, INC. P.O. BOX 2596 WOODINVILLE, WA 98072 (425) 485-1083 DATUM: NAVD 88 PLANNING APPROVED • No changes can be made. to these plans without approval from the Planning Division of DCD Approved By: - Date:-,)-- 1 Final acceptance is subject to field inspection by the Public Works utilities inspector. Date: By: 4%rz. N cn m cn 0 vi S 122TH ST F u� S 124TH ST z N SITE PORTION OF NE 1/4, SE 1/4, SECTION 10, T23N, R4E, W.M. CITY OF TUKWILA, KING COUNTY, WASHINGTON VICINITY MAP NOT TO SCALE CONTACTS Project Manage/Owner: Darryl Doak, Sr Doak Homes 11812 28th Ave. SW Burien, WA 98146 (206) 372-2280 cell (206) 246-5991 fax Design Engineer: Tim Schriever, PE Alliant Engineering & Land Surveying, Inc. 14525 148th Ave. NE Woodinville, WA 98072 (425) 485-1083 office (206) 669-5218 cell (425) 489-2754 fax CONTRUCTION SEQUENCE UTILITIES UNDERGROUND LOCATION CENTER OP BEFORE �O 0 FIELD VERIFY ALL UTILITIES PRIOR TO CONSTRUCTION. 1) ATTEND PRE -CONSTRUCTION MEETING. 2) FLAG OR FENCE CLEARING LIMITS AND INSTALL FILTER FABRIC OVER EXISTING CATCH BASINS. 3) INSTALL PERIMETER PROTECTION (SILT FENCES, ETC.) 4) GRADE AND INSTALL CONSTRUCTION ENTRANCE TO LOTS. 5) CLEAR FOR AND INSTALL SEDIMENT TRAPS IF NECESSARY. 6) CLEAR, ROUGH GRADE, STABILIZE SITE AND CONSTRUCT BUILDINGS. 7) INSTALL SIDE SEWER, WATER SERVICE AND OTHER UTILITIES. 8) INSTALL ON-SITE STORM DRAINAGE FACILITIES. 9) MAINTAIN FILTER FABRIC OVER ALL CATCH BASIN GRATES. 10) MAINTAIN EROSION CONTROL MEASURES IN ACCORDANCE WITH TUKWILA CITY STANDARDS. 11) COVER ALL AREAS THAT WILL BE UNWORKED FOR MORE THAN SEVEN DAYS DURING THE DRY SEASON OR TWO DAYS DURING THE WET SEASON WITH STRAW, WOOD FIBER MULCH, PLASTIC SHEETING, OR EQUIVALENT. 12) COMPLETE FINAL GRADING AND PAVING OF DRIVEWAYS. 13) STABILIZE ALL AREAS WITHIN SEVEN DAYS OF REACHING FINAL GRADE. 14) HYDROSEED (OR EQUAL) ALL DISTURBED OR CLEARED SOILS TO REMAIN UNWORKED FOR MORE THAN 30 DAYS. 15) CLEAN OUT STORM DRAINAGE SYSTEM. 16) UPON COMPLETION OF THE PROJECT, STABILIZE ALL DISTURBED AI1tEAS AND REMOVE ALL ESC FACILITIES (BMP's) ONLY WHEN ENTIRE SITE IS STABILIZED. JE\JIEWED FOR CODE COMPLIANCE APPROVED SEP 0 5 2013 VU2- 7n CX64 Q 4' City of Tul:wila g BUILDING DIVISION EARTHWORK QUANTITIES CUT 950 CU. YDS FILL 950 CU YDS APPUCANT: DOAK HOMES, INC. 11812 - 26TH AVENUE SW BURIEN, WA 98146 (206) 246-6587 SHEET INDEX SHEET 1 SHEET 2 SHEET 3 SHEET 4 SHEET 5 SHEET 6 SHEET 7 SHEET 8 RECEIVED CITY OF TUKWILA MAY 21 2013 SPECIFICATIONS, DETAILS & NOTES PERMIT CENTER ROAD -LOT DIMENSIONS AND EXISTING SITE CONDITIONS EROSION & SEDIMENTATION CONTROL PLAN ROAD, DRAINAGE, UTILITY PLAN AND PROFILE ROAD DETAILS DRAINAGE DETAILS WATER & SEWER DETAILS TRAFFIC CONTROL AND PERMANENT SIGN PLAN SITE DEVELOPMENT PLAN DOAK'S VILLAGE GREEN TAX PARCEL NO. 0179001855 TUKWILA PERMIT NO. DATE 8/06/2008 AELS PROJECT NO. 04028 SHEET 1 OF 8 FILTER FABRIC MATERIAL 36" MIN WIDE ROLLS. USE STAPLES OR WIRE RINGS TO ATTACH FABIC TO WIRE. JOINTS IN FILTER FABRIC SHALL BE SPLICED AT POSTS. 2"x2" BY 14 GA. WIRE FABRIC BACKING (OR EQUAL) I- ILItt hAIJKIG MATERIAL 2"x2" BY 14 GA. WIRE FABRIC OR EQUIV. IN STANDARD STRENGTH FABRIC IS USED 4"x4" MIN. TRENCH. BACKFILL TRENCH WITH NATIVE SOIL OR 3/4" WASHED ROCK PORTION OF NE 1/4, SE 1/4, SECTION 10, T23N, R4E, W.M. 2"x4" WOOD POSTS, STANDARD OR BETTER OR EQUAL ALTERNATE: STEEL FENCE POSTS 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. B. THE FILTER FABRIC FENCE SHALL BE INSTALLED TO FOLLOW THE CONTOURS (WHERE FEASIBLE). THE FENCE POSTS SHALL BE SPACED A MAXIMUM OF 6 FEET APART AND DRIVEN SECURELY INTO THE GROUND (MINIMUM OF 12 INCHES). OR AT 8' MAXIMUM WHEN BACKING IS USED. C. A TRENCH SHALL BE EXCAVATED, ROUGHLY 4 INCHES WIDE AND 4 INCHES DEEP, UPSLOPE AND ADJACENT TO THE WOOD POSTS TO ALLOW THE FILTER FABRIC TO BE BURIED. D. WHEN STANDARD STRENGTH FILTER FABRIC IS USED, A WIRE MESH SUPPORT FENCE SHALL BE FASTENED SECURELY TO THE UPSLOPE SIDE OF THE POSTS USING HEAVY-DUTY WIRE STAPLES AT LEAST 1 INCH LONG, 11E WIRES OR HOG RINGS. THE WIRE SHALL EXTEND INTO THE TRENCH A MINIMUM OF 4 INCHES AND SHALL NOT EXTEND MORE THAN 36 INCHES ABOVE THE ORIGINAL GROUND SURFACE. E. THE STANDARD STRENGTH FILTER FABRIC SHALL BE STAPLED OR WIRED TO THE FENCE, AND 12 INCHES OF THE FABRIC SHALL BE EXTENDED INTO THE TRENCH. THE FABRIC SHALL NOT EXTEND MORE THAN 36 INCHES ABOVE THE ORIGINAL GROUND SURFACE. FILTER FABRIC SHALL NOT BE STAPLED TO EXISTING TREES. F. WHEN EXTRA -STRENGTH FILTER FABRIC AND CLOSER POST SPACING ARE USED, THE WIRE MESH SUPPORT FENCE MAY BE ELIMINATED. IN SUCH A CASE, THE FILTER FABRIC IS STAPLED OR WIRED DIRECTLY TO THE POSTS WITH ALL OTHER PROVISIONS OF STANDARD NOTE E APPLYING. G. THE TRENCH SHALL BE BACKFILLED WITH NATIVE SOIL OR 3/4" -1.5" WASHED ROCK H. FILTER FABRIC FENCES SHALL BE REMOVED WHEN THEY HAVE SERVED THEIR USEFUL PURPOSE, BUT NOT BEFORE THE UPSLOPE AREA HAS BEEN PERMANENTLY STABILIZED. 1. FILTER FABRIC FENCES SHALL BE INSPECTED IMMEDIATELY AFTER EACH RAINFALL AND AT LEAST DAILY DURING PROLONGED RAINFALL. ANY REQUIRED REPAIRS SHALL BE MADE IMMEDIATELY. J. MAINTENANCE: ANY DAMAGED OR CLOGGED FENCE SHALL BE REPAIRED/REPLACED IMMEDIATELY. SEDIMENT MUST BE REMOVED WHEN THE SEDIMENT DEPTH IS 6 INCHES OR GREATER. IF CONCENTRATED FLOWS ARE EVIDENT UPHILL OF THE FENCE, THEY MUST BE INTERCEPTED AND CONVEYED TO A SEDIMENT TRAP OR POND. STORM DRAIN I CATCH BASIN o FENCE OH OVERHEAD UTILITIES G G G NATURAL GAS o NATURAL GAS UNDERGROUND POWER, PHONE, TV w— WATER SERVICE LINE: 1" POLY 200 PSI ® WATER METER 3/4" s s SANITARY SEWER MAIN 8"PVC, S=1.00% 0 8" PVC CLEAN OUT. REF COT DETAIL SS -03 PROPOSED SANITARY SIDE SEWER SANITARY SIDE SEWER 6" PVC(S=2.00%) W/ CLEAN OUT AND INSPECTION TEE AT PROPERY UNE BUT NOT UNDER PAVEMENT. REF COT DETAIL SS -02 Sc SS -03 STORM DRAIN 0 CATCH BASIN SPOT ELEVATION GEOTEXTILE FABRIC UNDER QUARRY SPALLS (MARAFI 600X OR EQUAL) TBM 109.68 /SET CAP "22594" IN FOUND 3/4" IRON PIPE 12" DECIDUOUS OUND 1.5" IRON PIPE 0.4' NORTH & 0.8' WEST OF CALCULATED CORNER SILT FENCE ON DOWNSLOPE PROPERTY LINE \\ \ \\ LIMIT OF CLEA SILT FENCE INSTALL FILTER FABRIC CATCH BASIN PROTECTION - OVER ALL CB'S PRIOR TO CLEARING & GRADING STABILIZED CONSTRUCTION ENTRANCE \s a"` i-%•:,,,iiii..,,...t \, , .414,.::11.1,6;1,41;r*,.*:::',0,;14":::...,,:iiroi!sii:‘,00,,''.::41,s,„ k 4:4‘.11Zt411:7‘1111Af!Atglii.".:?"7*Xlig- ‘k. Z,0,077.4"....:0,, ,,s014.1 Alk,k4111 . . STABILIZED CONSTRUCTION ENTRANCE NOTES: 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, THEY SHOULD BE INSTALLED ACCORDING TO MANUFACTURER'S SPECIFICATIONS. 2. AGGREGATE: 3" TO 8" QUARRY SPALLS PER WSDOT STD. SPECS. SEC. 9-13.6. 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 THE ENTRANCE MUST BE AT LEAST 100 FEET. 4. WASHING: IF CONDITIONS ON THE SITE ARE SUCH THAT MOST OF THE MUD IS NOT REMOVED 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 ENTRANCE TO A SETTLING AREA TO REMOVE SEDIMENT. A WASH RACK MAY ALSO BE USED TO MAKE WASHING MORE CONVENIENT AND EFFECTIVE. 5. MAINTAINENCE: THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOW OF MUD ONTO PUBLIC RIGHTS-OF-WAY. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH 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 IMMEDIATELY BY SWEEPING. THE PAVEMENT SHALL NOT BE CLEANED BY WASHING DOWN THE STREET, EXCEPT WHEN SWEEPING IS INEFFECTIVE AND THERE IS A THREAT TO PUBLIC SAFETY. CB2 GRATE: 111.07 IE(N): 109.30 EX. IE(4"E): 109.50 NEW EXISTING SSMH NO. 4-50-01 LID: 111.35 IE(N): 103.78 IE(E): 103.88 'v. 1111;17:4111;k‘110t4 i" 4P;JL tij A. ttlli SSMH N,0. 4-51 PL -04 RIM: 11034 IE(S):103.3 TE((((S :103.3 IEW:103.34 4* '5 CQNICRETE• EXISTING CATH BASI GRATE:110.17 IE:107.22 (18"N ) IE:107.37 (12"E) INSTALL FILTER FABRIC CATCH BASIN PROTECTION OVER ALL CB'S PRIOR TO (CB8) CLEARING & GRADING REVIEWED FOR CODE COMPLIANCE APPROVED SEP 052013 12" HAWTHORN PROPOSED TO BE REMOVED CONTOUR "DECIDUOUS 10' UTILITY EASEMENT ALONG ALL ROAD FRONTAGES = - Agra':: ZIO I CSI i_ T T _ -.: RIM:112.7$ '•` RIM: 109.28 W W;. W B10 EXISTING GRATE:;111 24 : FIRE HYDRANT IE:10834 (18" W&E)` BASIS OF BEARINGS: PLAT OF ALLENTOWN, VOLUME 12 OF PLATS, PAGE 100 ELEVATION DATUM: NAVD 88 BENCHMARK: INVERT ELEVATION OF 12" DI IN CB#2 ON 50TH AVE SW; ELEVATION: 109.30 ALLIANT ENGINEERING & LAND SURVEYING, INC. P.O. BOX 2596 WOODINVILLE, WA 98072 (425) 485-1083 DOAK HOMES, INC. 11812 - 26TH AVENUE SW BURIEN, WA 98146 EROSION & SEDIMENT CONTROL PLAN DOAK'S VILLAGE GREEN TAX PARCEL NO. 0178001855 TUKWILA PERMIT N PRIVATE ROAD DETAILS ROAD CONSTRUCTION NOTES: 1. THE LOGITUDINAL SLOPE OF 7HE DRIVEWAY SHALL BE 0.50% MIN / 5.00% MAX. 2. ALL SUBGRADE MATERIALS SHALL BE WELL GRADED AND WASHED TO CONTAIN LESS THAN 5% FINES AND COMPACTED TO 95% MAX. DENSITY. 3. DO NOT COMPACT ROAD SUB -BASE. IF SUBGRADE SOILS BECOME COMPACTED: PLOWING AND AMENDMENT WITH MEDIUM SAND MAY BE REQUIRED. SUB -BASE INSPECTION REQUIRED PRIOR TO INSTALLING FILTER FABRIC AND FILL MATERIALS. 4. THE POROUS ASPHALT SURFACE MUST BE ADQUATELY PERMEABLE SUCH THAT FIVE GALLONS OF WATER POURED ON THE SURFACE MUST RUN THROUGH WITHIN ONE MINUTE. 5. TYPICAL POROUS ASPHALT MIX: 1/2" SIEVE 100% PASSING 3/8" SIEVE 95% PASSING #4 SIEVE 35% PASSING #8 SIEVE 15% PASSING #16 SIEVE 10% PASSING #30 SIEVE 2% PASSING PERCENT BITUMINOUS 5.75-6.00% BY WEIGHT (MIX MUST BE MODIFIED BY MANUFACTURER TO FOR OP11MIZE PERFORMANCE WITH LOCAL MATERIALS.) CROSS SECTION A -A PRIVATE ROAD - POROUS PAVEMENT NOT TO SCALE >- CC z 0 5.00' CONC. WALK 2% TYP. UTILITY TRENCH BACKFILLED WITH WASHED PEA GRAVEL OR COARSE SAND 6"CPEP PERFORATED CPEP WITH 2" MIN DEPTH - WASHED ROCK UNDER PIPE (SEE PLAN OF SHT 4 OF 8 FOR PIPE LOCATIONS) BOTTOM TRENCH IN NATIVE SAND, ELEVATION: 108.0 2" MIN. COMPACTED DEPTH "POROUS" ASPHALT CONCRETE PER DESIGN MIX OR APPROVED EQUAL (OR 6" POROUS CONCRETE) 2" MIN. COMPACTED DEPTH 5/8" CLEAN CRUSHED ROCK 12" MIN. COMPACTED DEPTH 11h" CLEAN CRUSHED ROCK 6" MIN/12"MAX DEPTH 1,4" WASHED PEA ROCK GEOTEXTILE FABRIC: MARAFI 600X (OR EQUAL) NATIVE SOILS IN ORIGINAL CONDITION (NOT COMPACTED) SIDEWALK DETAIL NOT TO SCALE VARIES: 12" MIN. SLOPE ROUNDING SEE CONTRACTION JOINT SIDEWALK FACE OF CURB 1" R. DRIVEWAY DETAIL NOT TO SCALE 1/2" R. (TYP.) 2% 2% MAX. TOP OF ir ROADWAY VARIES: 12' TYP SEE CURB FACE DETAIL MONOLITHIC CEMENT CONCRETE CURB AND SIDEWALK NOTE: EXTEND SIDEWALK TRANSVERSE EXPANSION JOINTS TO INCLUDE CURB (FULL DEPTH) CURB FACE DETAIL 3/8" EXPANSION JOINT (TYP.) 7 -CEMENT CONC. SIDEWALK SEE NOTE 1 JOINT AND FINISH DETAIL BROOMED FINISH 4" WIDE, SMOOTH /T TROWELED PERIMETER RAMP SLOPEI(T P.) PLAN VIEW CEMENT CONCRETE CURB CEMENT CONCRETE CURB (CURB AND GUTTER SHOWN) CEMENT CONCRETE DRIVEWAY ENTRANCE WSDOT F80.10-00, TYPE 1 6'-O" 12' 6'-0" RAMP CE ENT CONC. PEDESTRIAN _ CURB (TYP.) REVIEWED FOR CODE COMPLIANCE APPROVED SEP 052013 CONTRACTION JOINT IN SIDEWALK ONLY CEMENT CONCRETE SIDEWALK 6" MIN. COMPACTED DEPTH 5 8 CRUSHED ROCK (CRUSHED SURFACING SIDEWALKSCANDSCRS. (NOT SUPPORTINGBASE ALLSHOWN) SECTION 3/8" EXPANSION JOINT (TYP.) PRIVATE DRIVEWAY 1/2" R (TYP.) SIDEWALK EXPANSION JOINT IN BOTH CURB AND SIDEWALK DEPRESSED CURB & GUTTER 2% MAX. CEMENT CONCRETE SIDEWALK 3/8" EXPANSION JOINT (TYP.) SECTION 6" MIN. COMPACTED DEPTH 5/8" CRUSHED ROCK (CRUSHED SURFACING TOP COURSE) BASE SUPPORTING ALL SIDEWALKS AND CURBS. (NOT SHOWN) ON FIRM AND UNYIELDING SUBGRADE OR COMPACTED STRUCTURAL FILL CEMENT CONCRETE CURB & GUTTER CEMENT CONCRETE PEDESTRIAN CURB (TYP.) _ PREMOLDED JOINT FILLER EQ EXPANSION JOINT CEMENT CONCRETE SIDEWALK RAMP WITH 12H:1V SLOPE (TYP.) DEPRESSED CURB & GUTTER © CONTRACTION JOINT RECEIVED CITY OF TUKWILA ISOMETRIC VIEW ALLIANT ENGINEERING & LAND SURVEYING, INC. P.O. BOX 2596 WOODINVILLE, WA 98072 (425) 485-1083 APPLICANT: DOAK HOMES, INC. 11812 - 26TH AVENUE SW BURIEN, WA 98146 NO. DATE REVISION d -z-1/0 (206) 246-6587 ROAD DETAILS & NOTES DOAK'S VILLAGE GREEN TAX PARCEL NO. 0179001855 TUKWILA PERMIT N PERMIT CENTER DATE 8/06/2008 AELS PROJECT NO. 04028 SHEET 5 OF 8 I\\\\\\\\VI CATCH BASIN / OR AREA DRAIN MARK END OF DRYWELL WITH 1" CAPPED PVC OR OTHER MEANS FLUSH WITH SURFACE FINISH GRan� �� _ 4"PVC, S=2.00% OVERFLOW PIPE TO POSITIVE OUTLET WITH OVERFLOW PIPE INVERT ELEV: 109.60 12" MIN COVER 5' MIN. TO PROPERTY LINE OR STRUCTURES UTILITY TRENCH IF (NECESSARY) BACKFILLED WITH WASHED PEA GRAVEL OR COARSE SAND 4" PERFORATED CPEP WITH 2" MIN WASHED ROCK UNDER PIPE 4" PVC ELBOW WITH 1/4" SCREEN ON INLET v v vUvUv v__ v v FILTER FABRIC LINER ON SIDES AND TOP OF DRYWELL BOTTOM DRYWELL AT ELEV: 109.60 12" MIN DEPTH BETWEEN BOTTOM TRENCH AND WATER TABLE OR RESTRICTIVE LAYER DRIVEWAY CONSTRUCTION NOTES: 1. THE LOGITUDINAL SLOPE OF THE DRIVEWAY SHALL BE 0.50% MIN / 5.00% MAX. 2. ALL SUBGRADE MATERIALS SHALL BE WELL GRADED AND WASHED TO CONTAIN LESS THAN 5% FINES AND COMPACTED TO 95% MAX. DENSITY. 3. DO NOT COMPACT ROAD SUB -BASE. IF SUBGRADE SOILS BECOME COMPACTED: PLOWING AND AMENDMENT WITH MEDIUM SAND MAY BE REQUIRED. SUB -BASE INSPECTION REQUIRED PRIOR TO INSTALLING FILTER FABRIC AND FILL MATERIALS. 4. THE POROUS ASPHALT SURFACE MUST BE ADQUATELY PERMEABLE SUCH THAT FIVE GALLONS OF WATER POURED ON THE SURFACE MUST RUN THROUGH WITHIN ONE MINUTE. 5. TYPICAL POROUS ASPHALT MIX: 1/2" SIEVE 100% PASSING 3/8" SIEVE 95% PASSING #4 SIEVE 35% PASSING #8 SIEVE 15% PASSING #16 SIEVE 10% PASSING #30 SIEVE 2% PASSING PERCENT BITUMINOUS 5.75-6.00% BY WEIGHT (MIX MUST BE MODIFIED BY MANUFACTURER TO FOR OPTIMIZE PERFORMANCE WITH LOCAL MATERIALS.) 2" MIN. COMPACTED DEPTH "POROUS" ASPHALT CONCRETE PER DESIGN MIX OR APPROVED EQUAL 2" MIN. COMPACTED DEPTH 5/8" CLEAN CRUSHED ROCK 12" MIN. COMPACTED DEPTH 11A" CLEAN CRUSHED ROCK 6" MIN/12"MAX DEPTH 1/4" WASHED PEA ROCK GEOTEXTILE FABRIC: MARAFI 600X (OR EQUAL) NATIVE SOILS IN ORIGINAL CONDITION (NOT COMPACTED) 4" PERFORATED CPEP WITH 6" MIN DEPTH CLEAN ROCK UNDER PIPE TO POSITIVE GRAVITY OUTLET PERVIOUS CEMENT CONCRETE OR PERVIOUS PAVERS 4" MIN. THICKNESS CONCRETE (5"MIN. WHERE SUBJECT TO VEHICLE TRAFFIC) PERVIOUS SIDEWALK CONSTRUCTION NOTES: 1. THE LOGITUDINAL SLOPE OF THE SIDEWALK SHALL BE 0.50% MIN/5.00% MAX. 2. ALL SUBGRADE MATERIALS SHALL BE WELL GRADED AND WASHED TO CONTAIN LESS THAN 5% FINES AND COMPACTED TO 95% MAX. DENSITY. 3. DO NOT COMPACT SIDEWALK SUB -BASE. IF SUBGRADE SOILS BECOME COMPACTED: PLOWING AND AMENDMENT WITH MEDIUM SAND MAY BE REQUIRED. SUB -BASE INSPECTION REQUIRED PRIOR TO INSTALLING FILTER FABRIC AND FILL MATERIALS. 4. THE PERVIOUS SIDEWALK SURFACE MUST BE ADQUATELY PERMEABLE SUCH THAT FIVE GALLONS OF WATER POURED ON THE SURFACE MUST RUN THROUGH WITHIN TWO MINUTES. 5. THE THICKNESS OF THE CONCRETE MUST BE 4" MIN. EXCEPT WHERE SUBJECT TO VEHICULAR TRAFFIC THE THICKNESS MUST BE INCREASE TO 5" MIN. 6. A TYPICAL PERVIOUS CONCRETE MIX IS AS FOLLOWS: CEMENTOTITIOUS MATERIAL: 450-700 LB/CY WATER/CEMENT RATION: 0.3-0.4 COARSE AGGREGATE: 2400-2600 LB/CY ADD WATER REDUCING ADMIXTURE PRIG; ADD RETARDING ADMIXTURE SLUMP 3/4" COMPRESSIVE STRENGTH: 2500 PSI (MIX MUST BE MODIFIED BY MANUFACTURER TO FOR OPTIMIZE PERFORMANCE WITH LOCAL MATERIALS.) 7. PERVIOUS CONCRETE MUST CURE FOR 7 DAYS WITH NO TRAFFIC AND COVER WITH 4-6 MIL PLASTIC SHEETING. SHEET MUST BE LAID FLAT AND UNIFORM TO AVOID DISCOLLORATION OF CONCRETE. 12" MIN. THICKNESS FREE DRAINING GRANULAR BACKFILL EXTENDED TO 12" BELOW FINAL GRADE REVIEWED FOR CODE COMPLIANCE APPROVED SEP 0 5 2013 12" MIN. COMPACTED DEPTH 5/8" CLEAN CRUSHED ROCK — GEOTEXTILE FABRIC: MARAFI 140NC (OR EQUAL) NATIVE SOILS IN ORIGINAL CONDITION (NOT COMPACTED) SLOPE FINAL GRADE AT 1/2" PER FT. MIN. 6' MIN. AWAY FROM BUILDING 4" PERF. FOOTING DRAIN TO POSITIVE OUTFLOW, S=0.5% 4" SOLID DRAIN PIPE SLOPING 2.0% MIN. 4" SOLID DOWNSPOUT DRAIN PIPE SLOPING 2.O% MIN. " USE 6�PVC FOR MIN. ROOFS GREATER THAN 2000 S Q. Fr ROOF AND FOOTING DRAIN PIPES MAY BE CONNECTED AT 5' MINIMUM SETBACK TO BUILDING FOOTING AND AT LEAST 6 INCHES LOWER THAN FOOTING DRAINS AND CRAWLSPACE FLOOR EXTEND DRAIN PIPE TO DISCHARGE INTO - STORM DRAINAGE SYSTEM IN CITY STREET (MATCH PIPE CROWNS TYP) ALLIANT ENGINEERING 8c LAND SURVEYING, INC. P.O. BOX 2596 WOODINVILLE, WA 98072 (425) 485-1083 DOAK HOMES, INC. 11812 - 26TH AVENUE SW BURIEN, WA 98146 INDIVIDUAL LOT DRAINAGE DETAILS DOAK'S VILLAGE GREEN TAX PARCEL NO. 0179001855 TUKWILA PERMIT N d rc.rc VILJUO JIIJG..,%LINJ 2% WIDTH VARIES 1/2" R. (TYP.) 2% MAX. cni1 _. U." o' o' o' o'o' o' o: o'r o'o'o' 'o'o'o'o • .' . . . :. . . MIIIIIMIININNI '. °°°..°.°.°.°.I''• ...,.........,.1•........"..."...••..." �.• imil 4" PERFORATED CPEP WITH 6" MIN DEPTH CLEAN ROCK UNDER PIPE TO POSITIVE GRAVITY OUTLET PERVIOUS CEMENT CONCRETE OR PERVIOUS PAVERS 4" MIN. THICKNESS CONCRETE (5"MIN. WHERE SUBJECT TO VEHICLE TRAFFIC) PERVIOUS SIDEWALK CONSTRUCTION NOTES: 1. THE LOGITUDINAL SLOPE OF THE SIDEWALK SHALL BE 0.50% MIN/5.00% MAX. 2. ALL SUBGRADE MATERIALS SHALL BE WELL GRADED AND WASHED TO CONTAIN LESS THAN 5% FINES AND COMPACTED TO 95% MAX. DENSITY. 3. DO NOT COMPACT SIDEWALK SUB -BASE. IF SUBGRADE SOILS BECOME COMPACTED: PLOWING AND AMENDMENT WITH MEDIUM SAND MAY BE REQUIRED. SUB -BASE INSPECTION REQUIRED PRIOR TO INSTALLING FILTER FABRIC AND FILL MATERIALS. 4. THE PERVIOUS SIDEWALK SURFACE MUST BE ADQUATELY PERMEABLE SUCH THAT FIVE GALLONS OF WATER POURED ON THE SURFACE MUST RUN THROUGH WITHIN TWO MINUTES. 5. THE THICKNESS OF THE CONCRETE MUST BE 4" MIN. EXCEPT WHERE SUBJECT TO VEHICULAR TRAFFIC THE THICKNESS MUST BE INCREASE TO 5" MIN. 6. A TYPICAL PERVIOUS CONCRETE MIX IS AS FOLLOWS: CEMENTOTITIOUS MATERIAL: 450-700 LB/CY WATER/CEMENT RATION: 0.3-0.4 COARSE AGGREGATE: 2400-2600 LB/CY ADD WATER REDUCING ADMIXTURE PRIG; ADD RETARDING ADMIXTURE SLUMP 3/4" COMPRESSIVE STRENGTH: 2500 PSI (MIX MUST BE MODIFIED BY MANUFACTURER TO FOR OPTIMIZE PERFORMANCE WITH LOCAL MATERIALS.) 7. PERVIOUS CONCRETE MUST CURE FOR 7 DAYS WITH NO TRAFFIC AND COVER WITH 4-6 MIL PLASTIC SHEETING. SHEET MUST BE LAID FLAT AND UNIFORM TO AVOID DISCOLLORATION OF CONCRETE. 12" MIN. THICKNESS FREE DRAINING GRANULAR BACKFILL EXTENDED TO 12" BELOW FINAL GRADE REVIEWED FOR CODE COMPLIANCE APPROVED SEP 0 5 2013 12" MIN. COMPACTED DEPTH 5/8" CLEAN CRUSHED ROCK — GEOTEXTILE FABRIC: MARAFI 140NC (OR EQUAL) NATIVE SOILS IN ORIGINAL CONDITION (NOT COMPACTED) SLOPE FINAL GRADE AT 1/2" PER FT. MIN. 6' MIN. AWAY FROM BUILDING 4" PERF. FOOTING DRAIN TO POSITIVE OUTFLOW, S=0.5% 4" SOLID DRAIN PIPE SLOPING 2.0% MIN. 4" SOLID DOWNSPOUT DRAIN PIPE SLOPING 2.O% MIN. " USE 6�PVC FOR MIN. ROOFS GREATER THAN 2000 S Q. Fr ROOF AND FOOTING DRAIN PIPES MAY BE CONNECTED AT 5' MINIMUM SETBACK TO BUILDING FOOTING AND AT LEAST 6 INCHES LOWER THAN FOOTING DRAINS AND CRAWLSPACE FLOOR EXTEND DRAIN PIPE TO DISCHARGE INTO - STORM DRAINAGE SYSTEM IN CITY STREET (MATCH PIPE CROWNS TYP) ALLIANT ENGINEERING 8c LAND SURVEYING, INC. P.O. BOX 2596 WOODINVILLE, WA 98072 (425) 485-1083 DOAK HOMES, INC. 11812 - 26TH AVENUE SW BURIEN, WA 98146 INDIVIDUAL LOT DRAINAGE DETAILS DOAK'S VILLAGE GREEN TAX PARCEL NO. 0179001855 TUKWILA PERMIT N 3' MIN. OR 3 TIMES DIA. OF THE TAP, WHICHEVER 15 GREATER 5" STORTZ METER INSTALLED BY CITY FINISHED GROUND LINE ROCK WALL, PLANTINGS, OR OTHER SURFACE OBSTRUCTIONS FIRE HYDRANT PER WS 13 GUARD POST \,<\/ SIDEWALK CURB AND GUTTER FINISHED PAVEMENT MIN. AREA OF LEVEL GROUND SURFACE SEE VALVE BOX DETAIL (WS -06) TO MAIN TO SERVICE 6" RESILIANT WEDGE GATE VALVE TYPE K COPPER - TYPE K COPPER PIPE - PVC - POLY ETHYLENE PROVIDE THRUST BLOCK PLAN VIEW CAST IRON TEE (CEMENT LINED) -MJ X MJ X FL GUARD POST CONCRETE THRUST BLOCK 314" OR 1" PARTS LIST: CAST IRON TAPPING TEE SIZE ON SIZE TAP MIN. 1 YARD DRAIN ROCK 1 - 1" COUPLINGS MUELLER 110 X ANGLE STOP - BALL 1 - 1" OR 3/4" CORP STOP - BALL 1 -TAILPIECE WITH FEMALE IRON PIPE THREAD CONCRETE BLOCKING DIM. 1'X1'X3" _UNDISTURBED SOIL 6" DIA. DUCTILE IRON PIPE 4' MIN. ^-I 2-3/4" ASPHALT COATED STEEL SHACKLE RODS FLANGE JOINT SEE WS -12A AND WS -12B UNDISTURBED SOIL GUARD POST ELEVATION NOTES: 1. NO METER BOXES IN SIDEWALKS AND DRIVEWAYS WHERE POSSIBLE. 2. USE C LEAN 5/8" MINUS CRUSHED ROCK TO BACKFILL AROUND CORP STOP AND SERVICE LINE. 3. REFER TO CHAPTER 7 OF THESE STANDARDS. RESILIENT SEAT GATE VALVE ELEVATION VIEW NOTES: 1. USE FOR TAPS ON CEMENT LINED DUCTILE PIPE. 2. PRE-TEST ASSEMBLY BEFORE DRILLING. 3. REFER TO CHAPTER 7 OF THESE STANDARDS. 4. REFER TO WS -13 & WS -14. NOTES: 1. REFER TO CHAPTER 7 OF THESE STANDARDS. 2. HYDRANTS EQUAL TO MUELLER #A-423 OR CLOW MEDALLION #F-2545, M & H 929. NOTES: 3. HYDRANTS SHALL BE EQUIPPED WITH TWO 2-1/2" N.S.T. HOSE PORTS AND ONE 5° STORTZ PUMPER DISCHARGE PORT AND SHALL HAVE A 1-1/4" PENTAGON OPEN LIFT OPERATING NUT. HYDRANTS SHALL HAVE A 6" M.J. BOTTOM CONNECTION AND 5-1/4" MAIN VALVE OPENING, AND SHALL HAVE 18" ABOVE GRADE LEVEL TO THE CENTER OF THE PUMPER DISCHARGE PORT. 4. HYDRANTS SHALL CONFORM TO A.W.WA. SPECIFICATIONS C 502-54; SHALL BE COMPRESSION TYPE AND SHALL HAVE A TWO PIECE BREAKING FLANGE WITH BREAKING THIMBLE AT THE GROUND LINE OR STEM; SHALL HAVE A SELF -OILING DRY BONNET WITH FACTORY FILLED RESERVOIR HOLDING APPROXIMATELY 8 OUNCES OF OIL. OIL RESERVOIR SHALL BE SO DESIGNED AS TO GIVE A COMPLETE LUBRICATION OF STEMS EACH TIME THE HYDRANT I5 OPERATED. THE UPPER STEM SHALL HAVE A BRASS SLEEVE. 5. SHACKLE RODS SHALL BE ASPHALT -COATED STEEL OR CORTEN STEEL. 6. GREEN BONNETS SHALL BE FARWEST FOREST GREEN (#3523). 7. PRIVATE HYDRANTS SHALL BE PAINTED WITH TWO COATS OF RUSTOLEUM #659 YELLOWGLOSS OR FARWEST CASE YELLOW (# X-3472). 8. WHERE NO CURB AND GUTTER IS INSTALLED, FIRE HYDRANT SHALL BE LOCATED CLOSE TO THE PROPERTY LINE AND INSIDE THE RIGHT OF WAY OR EASEMENT. INSTALL BOLLARD GUARD POST PER WS -14. 9. HYDRANTS INSTALLED, RELOCATED OR OTHERWISE WORKED UPON AS A RESULT OF A PROJECT SHALL BE FRESHLY PAINTED. 10. HYDRANT SHALL NOT 8E CLOSER THAN 4' TO ANY FIXED OBJECT, WITH THE EXCEPTION OF HYDRANT GUARD POSTS, PER TMC 14.24.03. 1. GUARD POST SHALL BE EITHER CONCRETE FILLED STEEL PIPE (MIN. 4" DIA.) OR CONCRETE POST (MIN. 8" DIA.). 2. POSTS SHALL BEAT LEAST 3 FEET FROM THE CENTER OF THE HYDRANT AND SHALL NOT BE IN DIRECT LINE WITH ANY DISCHARGE PORTS. 3. POSTS SHALL BE6 FEET LONG; 3-1/2 FEET SHALL BE BURIED. 4. PAINTED FINISH SHALL BE FARWEST CASE YELLOW #3472. NOT TO SCALE NOT TO SCALE NOT TO SCALE NOT TO SCALE City of Tukwila METER 314"OR1" SHEET: REVISION #1: 08.03 APPROVAL: City of Tukwila WATER MAIN TAPPING TEE FIRE HYDRANT ASSEMBLY AND SETTING SHEET: SHEET: B. SHELTON REVISION #1: 08.03 APPROVAL: B. SHELTON REVISION #1: 08.03 APPROVAL: LAST REVISION: 08.04 B. SHELTON City of Tukwila FIRE HYDRANT GUARD POST SHEET: REVISION #1: 08.03 APPROVAL; B. SHELTON PROPERTY LINE TOP OF TRENCH 1.3 X 'DEPTH' (MAX. WIDTH) CASTING ADJUSTMENT SECTION 1/2" II PAVEMENT PATCHING (SEE RS -03) PLUGGED CLEAN OUT (TOTAL 90° REQUIRES CLEAN OUT) 11 Q LABELED C.O. 64" TOP SLAB COVER LONG SWEEP BEND PLUGGED CLEAN OUT (WYE) ADDRESS -1/8" RAISE -1/2" WIDE BORDER 12" DIA. SOIL PIPE PLAN VIEW FIBRE JOINT PACKING NOTES: 1---CHANNELIZATION 1. 36" ACCESS OPENING REQUIRED WHEN INVERT ELEVATION TO RIM IS LESS THAN 4'. MAX. PIPE DIAMETER 36" ADAPTER 4" MIN. SEWER PIPE 150' MAX. BACKFILL MIN. 3' & MAX. 6' 45° BEND 2. MAX. PIPE DIAMETER MAY BE LIMITED BY PIPE CONFIGURATION. PRECAST BASE INSPECTION TEE AT CITY RAN LINE CLEAN OUT 8" PLUG 12" MIN. 6"x6"x4"WYE CITY RNV LINE 7" 7-3/4" B" 15" 2-7/8" 4" t 1 3. RUBBER GASKET AND GROUT ALL JOINTS. 54" MANHOLE 4. SEE SS -08 FOR ACCESS AND CHANNELIZATION. CASTING ADJUSTMENT SECTION ELEVATION BEDDI NG 75" SEWER PIPE STREET 5. SEE SS -13 FOR STEP DETAIL. 48" TOP SLAB COVER CAST IRON RING AND COVER EARTH 6. SEE SS -11 FOR CASTING. SEWER MAIN IIEV ED F COMPLI PF'RVEI OR C. ;NC 1 STALL PER PTER 8 OF THESE NDARDS. MAX. PIPE DIAMETER 21" SADDLE AT EXISTING MAIN 1. ALL BACKFILL SHALL BE 5/8" CRUSHED ROCK COMPACTED TO 90 % MODIFIED PROCTOR PTIMUM DENSITY. 2. REFER TO RS -03 FOR PAVEMENT PATCHING. 3. PAVED AREAS: BACKFI LL WITH CRUSHED ROCK. 4. UNPAVED AREAS: BACKFILL WITH NATIVE MATERIAL OR CRUSHED ROCK. NOTES: 1. MATERIALS AND INSTALLATION CHAPTER 8 OF THESE STANDARDS. 2. DECOMMISSION SEPTIC TANK PER CHAPTER 8 OF THESE STANDARDS AND KING COUNTY HEALTH DEPARTMENT. 3. WATER AND SEWER LINE SEPARATION 10' HORIZ ONTALLY. IF WATER AND SEWER LINES CROSS, SEWER SHALL BEAT LEAST 18" BELOW THE WATER LINE. `I I I I I I� I I I I - 6" MIN.+ PRECAST BASE 48" MANHOLE NOT TO SCALE NOT TO SCALE NOT TO SCALE City of Tukwila TRENCH BEDDING AND BACKFILL SHEET: REVISION #1: 08.03 APPROVAL: City of Tukwila SANITARY SIDE SEWER RESIDENTIAL SANITARY SIDE SEWER CLEAN-OUT B. SHELTON REVISION #1: 08.03 SHEET: REVISION #1: 08.03 APPROVAL: B. SHELTON APPROVAL: B. SHELTON City of Tukwila MANHOLE. 48" AND 54" (SHALLOW) IVED TUKWILA SHEET: REVISION #1: 08.03 APPROVAL: 1 2013 B. SHELTON ALLIANT ENGINEERING & LAND SURVEYING, INC. P.O. BOX 2596 WOODINVILLE, WA 98072 (425) 485-1083 APPLICANT: DOAK HOMES, INC. 11812 - 26TH AVENUE SW BURIEN, WA 98146 (206) 246-6587 REVISION DETAILS & STANDARD PLANS DOAK'S VILLAGE GREEN TAX PARCEL NO. 0179001855 TUKWILA PERMIT PERM (CENTER DATE 8/06/2008 AELS PROJECT NO. 04028 SHEET 7 OF 8 ® FLASHING BEACON SHALL BE INSTALLED AT EACH SIGN FOR NIGHT-TIME USE. PORTION OF NE 1/4, SE 1/4, SECTION 10, T23N, R4E, W.M. ® DISTANCES MAY VARY AS APPROVED BY THE ENGINEER. ® FLAGGERS REQUIRED TO CONTROL TRAFFIC WHENEVER THE CONTRACTOR MUST INTERRUPT TRAFFIC FLOW TO ACCESS THE WORK SITE WITH MATERIALS OR EQUIPMENT. O SIGNS SIZE PER MUTCD. CONE AT 25' MAX. SPACING NOTE: MAINTAIN ONE LANE OPEN AT ALL TIMES. TRAFFIC CONTROL DURING WORK IN TRAVELED ROADWAY TEMPORARY CONSTRUCTION SIGN "ROAD WORK AHEAD" MUTCD W20-1 MAINTAIN ONE 10' LANE OPEN AT ALL TIMES ON 51ST PLACE S. MAINTAIN TWO 10' LANES OPEN AT ALL TIMES INSTALL DO NOT ENTER SIGN PER MUTCD R5-1 AND ONE WAY SIGN PER MUTCD R6-1 10' BACK OF 51 ST PL TRAVELED LANE (7' CLEARANCE - BOTTOM OF SIGN TO FINAL GRADE) INSTALL ONE AY SIGN PER MUTCD 6-1 -- -- 1 1 ' BACK -OF TRACED- (LANE (7' CLEAll ANC - SIGN TO FINAL GRIADE) WORK AREA TRAFFIC CONES AT 25' MAX. 0.C. TEMPORARY CONSTRUCTION SIGN "ROAD WORK AHEAD" MUTCD W20-1 P SIGN PER MUTCD R1-1, SEC. 28.04 TRAVELED LANE ON 44TH AVE. S. I£E - BOTTOM OF SIGN TO FINAL GRADE) EVIE4A!ED FOR City of Tulkwilk BUILDING DIVISION ECEIVED CITYROF TUKWILA MAY 2 1 2073 ALLIANT ENGINEERING Sc LAND SURVEYING, INC. P.O. BOX 2596 WOODINVILLE, WA 98072 (425) 485-1083 DOAK HOMES, INC. 11812 - 26TH AVENUE SW BURIEN, WA 98146 TRAFFIC CONTROL & SIGN PLAN DOAK'S VILLAGE GREEN TAX PARCEL NO. 0179001855 TUKWILA PERMIT N