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Permit D13-187 - CARY LANG CONSTRUCTION LOT 2 - NEW SINGLE FAMILY RESIDENCE
CARY LANG CONSTRUCTION - LOT 2 14753 62 AV S D13-187 City oftukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 InspectionRequest Line: 206-431-2451 Web site: http://www.TukwilaWA.gov COMBINATION PERMIT - NEW SINGLE FAMILY Parcel No.: 3597000091 Address: 14753 62 AV S TUKW Project Name: CARY LANG CONSTRUCTION LOT 2 Permit Number: D13-187 Issue Date: 07/15/2013 Permit Expires On: 01/11/2014 Owner: Name: TUKWILA 6 LLC Address: 19541 183RD WAY SE , RENTON WA 98058 Contact Person: Name: CARY LANG Address: 29815 24 AV SW , FEDERAL WAY WA 98023 Email: CARYLANG@HOTMAIL.COM Phone: 206 423-5055 Contractor: Name: CARY LANG CONSTRUCTION INC Phone: 253-661-6880 Address: 29815 24 AV SW , FEDERAL WAY WA 98023 Contractor License No: CARYLCI101 OF Expiration Date: 09/13/2014 Lender: Name: OWNER FUNDED Address: DESCRIPTION OF WORK: CONSTRUCTION OF 2802 SF SFR WITH 591 SF GARAGE AND 135 SF COVERED DECK. PUBLIC WORKS ACTIVITIES INCLUDE: TESC, LAND ALTERING, STORM DRAINAGE INCL. INFILTRATION WITH OVERFLOW TO EXISTING STORM SYSTEM WITHIN 62nd AVE. S., SAN. SIDE SEWER, PERM. 3/4" WATER METER, AND UNDERGROUNDING FOR POWER. TRANSPORTATION IMPACT FEE. Value of Construction: $356,899.21 Fees Collected: $16,670.27 Type of Fire Protection: SPRINKLER International Residential Code Edition: 2009 Type of Construction: Occupancy per IBC: 22 Electrical Service Provided by: PUGET SOUND ENERGY ***continued on next page*** ion CC7/1/1 111'3_1547 PrintPri• 117-15-91113 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N Fire Loop Hydrant: N Number: 0 Size (Inches): 0 Flood Control Zone: N Hauling: N Start Time: End Time: Land Altering: Y Volumes: Cut 10 c.y. Fill 10 c.y. Landscape Irrigation: N Moving Oversize Load: N Start Time: End Time: Sanitary Side Sewer: Y Sewer Main Extension: N Private: Public: Storm Drainage: Y Street Use: N Profit: N Non -Profit: N Water Main Extension: N Private: Public: Water Meter: Y Permit Center Authorized Signature: W:il R1 Date: lC�-/� I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this development permit and agree to the conditions attached to this permit. Signature: Print Name: &RI,0 Date: 77/,x//3 This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. 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. doc: IBC-SF7/10 D13-187 Printed: 07-15-2013 9: There shall be no occupancy of a buildinIi1 final inspection has been completed and Alloyed 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: All 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. 1111_1a7 Printed. 07-15-2013 31: The applicant agrees that he or she will! a licensed plumber to perform the work od 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: ***FIRE DEPARTMENT CONDI'T'IONS*** 34: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 35: An approved automatic fire sprinkler extinguishing system is required for this project. (City Ordinance #2327) 36: All new sprinkler systems and all modifications to existing sprinkler systems shall have fire department review and approval of drawings prior to installation or modification. New sprinkler systems and all modifications to sprinkler systems involving more than 50 heads shall have the written approval of Factory Mutual or any fire protection engineer licensed by the State of Washington and approved by the Fire Marshal prior to submittal to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance No. 2327). 37: 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) 38: Adequate ground ladder access to rescue windows shall be provided. Landscape a flat, 12' deep by 4' wide area below each required rescue window. 39: Maximum grade for all projects is 15%. 40: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2327 and #2328) 41: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 42: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575-4407. 43: ***PUBLIC WORKS DEPARTMENT CONDITIONS*** 44: 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. 45: Prior to issuance of this permit, Owner/Applicant shall provide a completed/signed King County Residential Sewer Use Certificate. 46: Owner/Appicant shall pay entire amount of the King County Sewer Capacity Charge, prior to Public Works final for this Building Permit. 47: 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. 48: 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. 49: Any material spilled onto any street shall be cleaned up immediately. 50: Since the house must have a fire sprinkler system installed, it shall be verified in writing to the Public Works Project Inspector that the fire loop system for the building contains a WA State Department of Health approved Double Check Valve Assembly (DCVA). This shall be done prior to final inspection. Reference Public Works Details for 1" FIRE /DOMESTIC SERVICE and/or 1" FLOW- THROUGH SYSTEM. Backflow device is (optional) if a FLOW-THROUGH SYSTEM is installed. Coordinate with the Public Works Inspector. 51: The house fire sprinkler system shall be designed by a Fire Sprinkler System Designer. Designer shall verify in writing to the Public Works Project Inspector that a 3/4 -inch water meter and service line meets domestic water and fire flow requirements. If domestic water and fire flow requirements are not met, then a 1 -inch water meter with a 1 -inch service line is required. Refer to attached Public Works Details for 1" FIRE /DOMESTIC SERVICE and/or 1" FLOW- THROUGH SYSTEM. Coordinate with the Public Works Project Inspector. 52: Temporary erosion control measures shall be implemented as the first order of business to prevent sedimentation doc: IBC-SF7/10 D13-187 Printed: 07-15-2013 off-site or into existing drainage facilities. • 53: 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. 54: The Land Altering Permit Fee is based upon an estimated 10 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. 55: From October 1 through April 30, cover any slopes and stockpiles that are 3H: IV 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. 56: 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. 57: Owner/Applicant shall contact the local postmaster regarding location of mail box installation. Location of mail box installation shall be coordinated with Public Works. J..... 1Dl' C7M /1 n1 k_1 R7 Printed: 07-15-2013 CITY OF TUKW A Community Develo t Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.TukwilaWA.gov Combina Project No.: Date Application Accepted: Date Application Expires: (For of ce 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 Site Address: King Co Assessor's Tax No.: 35770600 06 f . PROPERTY OWNER Name: C 4.12.4 LA'w& CU^4r7- .4.-:-/„.6 L Address: 2? g /y1d ii -vii- w [State: City: Fede, l �'J l 1t/4- Zip: 9 902:3 CONTACT PERSON - person receiving all project communication Name: /?4�v / _ � C/ l �f r Cit/e. f State: (4_,/,0.- Zip: ?Az 3 y Address: Contr Reg No.:, -t Exp Date: 7// 2/ / VT / J j Tukwila Business License No.: City: State: Zip: Phone 6,y3 _5 -0< -5. -Fax: 2_5"3 -(,C/ -7L ( Email: C-4rV iqi'y° 67 N'47`/ , Ct,v•- v GENERAL CONTRACTOR INFORMATION Company Name: c 04.44, , - Cory ,Ln -c• ` Address: 2 y S/ s- 2_1y L` 4.vic 5 c„ Cit/e. f State: (4_,/,0.- Zip: ?Az 3 y Phoneyo 6_ y2„3 `�— -Fax: 2 c3- 66/- 70(14 Contr Reg No.:, -t Exp Date: 7// 2/ / VT / J j Tukwila Business License No.: Cc c_A-g LGT1o)DF ARCHITECT OF RECORD Company Name: 5-e cry I nP e rs Company Name: `A /44>kX<4 t eC 1 6 r✓ 7 Address: Zyq 3 s5 2_9 2 --vi p Architect Name: , kev►A, a ewsoM Phone:3k, `$p /O( Fax: G Address:1 'h A -t` ' 6%. 5,,Te41 oil City: City:5um Nem State: kdA' Zip: 9A8 .1 , 0 Phone: `G -0(o-784 Fax:�3_g24_4/90 O24- / /9 Email: ENGINEER OF RECORD Company Name: 5-e cry I nP e rs Engineer Name:4,re T -L1 este W v l _rZ Address: Zyq 3 s5 2_9 2 --vi p City: l3LAGk Dtar►, State: w A_ Zip:980 o Phone:3k, `$p /O( Fax: G Email: LENDER/BOND ISSUED (required for projects $5;000 or greater per RCW 14.2'.i.69. ` Name: Ow Nit Address: City: State: Zip: H:Wpphcations\Forms-Applications On Line \2011 Applications\Combination Permit Application Revised 8-9-1 I.docx Revised: August 2011 bh Page 1 of 4 Valuation of project (contractor's bid price): $ 200/ do 7 Scope of work (please provide detailed information): AJ r W 5 i re Finn r, .S , DETAILED BUILDING INFORAMTION Basement I st floor PROPOSED SQUARE FOOTAGE 1 40A4 q =�55� 2"floor Garage, carport ❑ Deck – covered RS uncovered 0 Total square footage Sett{ I 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 FIXTURES. INDICATE NUMBER OF EACH TYPE OF FIXTURE TO BE INSTALLED AS PART OF YOUR PROJECT. MECHANICAL: 64-40Value of mechanical work $ � 0 fuel type: ❑ electric gas furnace X00k btu appliance vent ventilation fan connected to single duct thermostat f' wood/gas stove / water heater (aleetrie) 12,5, emergency generator other mechanical equipment PLUMBING: Value of plumbing/gas piping work $ 7a90 bathtub (or bath/shower combo) bidet 1 clothes washer 1 dishwasher floor drain v shower 5 lavatory (bathroom sink) 2 sink 3 water closet / water heater (gas) lawn sprinkler system gas piping outlets H:\Applications\Forms-Applications On Line \2011 Applications\Combination Permit Application Revised 8-9-I l.docx Revised: August 2011 bh Page 2 of 4 PUBLIC,WORKSPERMIT INFOR_ ION - .- Scope of work (please provide detailed information): Call before you Dig: 811 Please refer to Public Works Bulletin #1 .for fees and estimate sheet. TER DISTRICT .. Tukwila ❑ ...Water District #125 .. Letter of water availability provided 0... Highline ER DISTRICT .. Tukwila 0 ...Valley View 0...Renton .. Sewer use certificate ❑ ...Letter of sewer availability provided 0 .. Renton ❑ .. Seattle SEPTIC SYSTEM: ❑ .. 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): ❑ .. Civil Plans (Maximum Paper Size — 22" X 34") ❑ .. Technical Information Report (Storm Drainage) 0... Geotechnical Report 0 .. Bond E... Insurance 0... Easement(s) 0...Maintenance Agreement(s) ❑ ...Hold Harmless — (SAO) ❑ ...Hold Harmless — (ROW) PROPOSED ACTIVITIES (MARK BOXES THAT APPLY): ❑ .. Right -Of -Way Use - Potential disturbance 0...Construction/Excavation/Fill - Right -of -Way...❑ -or- Non Right -of -Way.. 0 ❑ .. Total Cut Cubic Yards 0... Work In Flood Zone ❑ .. Total Fill Cubic Yards 0...Storm Drainage Sanitary Side Sewer ❑...Abandon Septic Tank 0 .. Trench Excavation ❑ .. Cap or Remove Utilities 0...Curb Cut 0 .. Utility Undergrounding 0 .. Frontage Improvements 0...Pavement Cut 0 .. Backflow Prevention - Fire Protection ❑ .. Traffic Control 0... Looped Fire Line Irrigation x(Domestic Water •. Permanent Water Meter Size 3/y " WO # ❑ .. Residential Fire Meter Size " WO # ❑ .. Deduct Water Meter Size ❑ .. Temporary Water Meter Size " WO # 0 .. Sewer Main Extension Public 0 - or - Private ❑ ❑ .. Water Main Extension Public ❑ - or - Private 0 FINANCE INFORMATION — THIS INFORMATION IS REQUIRED TO BE FILLED OUT WHEN REOUESTING WATER OR SEWER SERVICE Fire line size at property line number of public fire hydrant(s) 0 .. water ❑ .. sewer 0 .. sewage treatment MONTHLY SERVICE BILLING TO: n6O Name: e ''T / Q r16-- d C7ri � t Day Telephone: 1 # ' G2-.06-- 23 55 Mailing Address: 9 9 7 03 City State Zip WATER ME ER REFUND/BILLING: Name: 1 LACV6- com !^ L ay Tely phone: ^12406.—q2- (�6' / 2- 3—SSSS Mailing Address: 2 9 �/S Z y T $LU J���e l W►�d7 9p2-3 City State Zip H:Wpplications\Forms-Applications On Line \2011 Applications\Combination Permit Application Revised 8-9-11.docx Revised: August 2011 bh Page 3 of 4 PERMIT APPLICATION NOTES `CLIC ABLE TO ALL'PERMITS -ICATION Value of construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the permit center to comply with current fee schedules. Expiration of plan review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. PROPERTY OWN'OR AJg1THOR ED AGENT: Print Name: (,. it!2' L ''z' �c� �/(/G Day Telephone: 2 / L 2-3 5o7$ Signature: Date: C/2-'//.3 Mailing Address: 2-- r1 b/ ?- `` � 5c 4.114, 9-Y t4 -4L 9,a -3 City State H:\Applications\Forms-Applications On Line \2011 Applications\Combination Permit Application Revised 8-9-11.docx Revised: August 2011 bh Zip Page 4 of 4 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Fax: 206-431-3665 Web site: http://www.TukwilaWA.gov RECEIPT Parcel No.: 3597000091 Permit Number: D13-187 Address: 14753 62 AV S TUKW Status: ISSUED Suite No: Applied Date: 05/28/2013 Applicant: CARY LANG CONSTRUCTION LOT 2 Issue Date: 07/15/2013 Receipt No.: R13-02290 Initials: User ID: LAW 1632 Payment Amount: $63.00 Payment Date: 08/05/2013 12:07 PM Balance: $0.00 Payee: CARY LANG CONSTRUCTION INC TRANSACTION LIST: Type Method Descriptio Amount Payment Check 22589 63.00 Authorization No. ACCOUNT ITEM LIST: Description Account Code Current Pmts PLAN CHECK - RES 000.345.830 63.00 Total: $63.00 .Jnn• D . in}_f C. Printpd• 0R-05-9013 • • City of Tukwila o �Z 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.Qov RECEIPT ParcelNo.: 3597000091 Permit Number: D13-187 Address: 14753 62 AV S TUKW Status: APPROVED Suite No: Applied Date: 05/28/2013 Applicant: CARY LANG CONSTRUCTION LOT 2 Issue Date: Receipt No.: R13-02131 Initials: WER User ID: 1655 Payment Amount: $14,085.37 Payment Date: 07/15/2013 02:15 PM Balance: $0.00 Payee: CARY LANG CONSTRUCTION INC TRANSACTION LIST: Type Method Descriptio Amount Payment Check 22583 14,085.37 Authorization No. ACCOUNT ITEM LIST: Description Account Code Current Pmts BUILDING - RES CASCADE WATER ALLIANCE FIRE IMPACT FEES PARK IMPACT FEES PLAN CHECK - WATER METER PW LAND ALT PERMIT FEE PW PERMIT/INSPECTION FEE PW PLAN REVIEW STATE BUILDING SURCHARGE TRAFFIC IMPACT FEES WATER CONNECTION WATER INSPECTION FEE WATER INSTALLATION (DEP) WATER TURN -ON FEE 000.322.100 640.237.500 90830402.5000.5304.XXXXX 90510403.5000.5301.XXXXX 000.345.830 000.342.400 000.342.400 000.345.830 640.237.114 104.345.840.00.00 401.379.002 401.342.400 401.245.100 401.343.405 Total: $14,085.37 3,592.15 6,005.00 922.00 1,426.00 10.00 23.50 95.00 95.00 4.50 1,297.22 60.00 15.00 490.00 50.00 rinn• 1:Thrcln}_r1R Printed: 07-15-2013 i • City of Tukwila �yy 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 RECEIPT Parcel No.: 3597000091 Permit Number: D13-187 Address: Status: PENDING Suite No: Applied Date: 05/28/2013 Applicant: CARY LANG CONSTRUCTION LOT 2 Issue Date: Receipt No.: R13-01739 Payment Amount: $2,584.90 Initials: JEM Payment Date: 05/28/2013 11:12 AM User ID: 1165 Balance: $3,596.65 Payee: CARY LANG CONSTRUCTION INC TRANSACTION LIST: Type Method Descriptio Amount Payment Check 22514 2,584.90 Authorization No. ACCOUNT ITEM LIST: Description Account Code Current Pmts PLAN CHECK - RES 000.345.830 PW BASE APPLICATION FEE 000.322.100 Total: $2,584.90 2,334.90 250.00 tine. Receint-OR Printart• ns -2R-9(111 INSPECTION RECORD Retain a copy with permit LD3-18 INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 431-2451 di• Project: 0 AR Li LAI+�1L . Typ of Inspection: ---, CE.I�►i..�(.... `u I Addres : 1 yT/ s2, (2 AV S Date Called: Special Instructions: i ` d: Date Want7,s/' i a.m. p.m. Requester: Phone No: ©Approved per applicable codes. I lCorrections required prior to approval. COMMENTS: rwsU/- aPP2dvF� "t-l'ivni:/earribkie jilt'. it 0Pd vv.4A,e y- pi/ vecf Date:./ "7/9 EINSPECTION FEE RRiIlUIRED. ior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECT!tN NO. INSPECTION RECORD Retain a copy with permit b13-18 7 PERMIT NO. CITY OF TUKWILA BUILDING DIVISION (206) 431-3670 6300 Southcenter Blvd., #100, Tukwila. WA 98188 Permit Inspection Request Line (206) 431-2451 Project: Type of Inspection: --N, Address: iij753 4,241) S Date Called: Special Instructions: r Date Wan ed::^+ / z //(/7 f / ) a.m. p.m. Request r: Phone No: riApproved per applicable codes. Corrections required prior to approval. COMMENTS: Date: x///9/3 R INfiPECTION FEE REQ U RED. Prior to ex inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTIO NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 431-2451 INSPECTION RECORD Retain a copy with permit)(3 - 1 '7 PERMIT NO. Project: (_.--Af L Ty,p,g of Inspection: 110ME) 0A-1 GthZ--(44 Ad/dre si � �. 1 j.... ,—.-- & AV,fi Date Called: p /ti C2A-.5 E, All—i t.c. k Ft Ae Special Instructions: ( &'— , RA -QCs Date Wanted: / �a�, i S—'"1 P -m. S Requester: Phone No: 2.--3 — SOS QApproved per applicable codes. Corrections required prior to approval. COMMENTS:/' (� (may Q J (ViIr&JIV r� 1TtJ A -D`. I`aII �./ "�rUACe✓ J)c�� 1K .S(,,o vs � res J f f d v A- J e �i 4 of ":z-0,�`r 4 y v19 k A) &'— , RA -QCs / `'e) el .:-.2 Inspeor: n REINSPECTION FEE REQUIRED Date? rj rior to next inspection. fee must be paid at 6300 Southcenter BE 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) 431-2451 Di3-!Y7 Project: - ,� late/ Type of Inspection: eAQrRAF ce; l Addres : 141 3 tOZ V&. Date Called: / rAs Special Instructions: � \` �,, Date Wanted: — �` � � p l m. Requester: Phone No: 2ADcf 2.3 -SS '7.S ElApproved per applicable codes. Corrections required prior to approval. COMMENTS: VE—t A --U e1" A ic-; k f r i i F (0i Pn-ef� � T4 -c, e eit Inspector: Date:// (S _1) n REINSPECTION FEE REQUIRED. Prior to next inspection, fee' must be. paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECT! 3 N NO. INSPECTION RECORD 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) 431-2451 G 0 T�`l Project: t L la Type of�Inspectio : 1�1 Address: I L1-753 2 A U Date Called* W e Special Instructions: Date Wanted: m. 'O_Z_ x'27 m. Requester: Phone No: 0(1- y73 -S6sS COpproved per applicable codes. CO MENTS: Corrections required prior to approval. 7. ECTION FEE REQUIRED. Prior to n 6300 Southcenter Blvd. Suite 100. C Date: xt inspection.. fee must be El to schedule reinspection., INSPECTION RECORD IRetain a copy with permit` i 3 i( INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-367 Permit Inspection Request Line (206) 431-2451 Project:� Ail --. � ,/) . J Type Inspect/ion: G� Address: — r y L1 -N3 (CI 2A - Date Called: Special Instr`uuctions: . 11 Date Wanted. _ 3 0a.m. Requester: Phone Nof: 1 23 -S 0S S - Approved per applicable codes. Corrections required prior to approval. COMMENTS: (19 De f,LA LeSkelip 1 Itspector: CA n REINSPECTION FEE REQUIREPrior-to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. Dater INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 431-2451 INSPECTION RECORD Retain a copy with permit PERMIT NO. • Project: Type of Inspection: Adtiire;.sr._1 — � � � � 4 AL/6 Date Called: Special Instructions: �\.\ � Date Wanted:,p�„ — 25 - 13 p.m. Requester: Phone No: N G -4 2; -5 a .S Approved per applicable codes. Corrections required prior to approval. COMMENTS: Insector: axe Date: REINSPECTION FEE REQUIREDior to next inspection, fee must be paid at 6300 Southcenter Blvd.. uite 100. Call to schedule reinspection. INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION C AI 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-367 Permit Inspection Request Line (206) 431-2451 INSPECTION RECORD Retain a copy with permit PERMIT NO. Project .... Type of Inspe tipn: �j Jt i --- �, if , Address: 9 1 s (fi 2_ ^r, A Vk Date Called: Special Instructions: „... (��2-5--(3 / 2, Date Wante a.m _ p.m. Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: Insdector: A Datc) `7,C�, REINSPECTION FEE REQ MED. Poor to next inspection. fee must be paid at 6300 Southcenter` 3lvd.. Suite 100. Call to schedule reinspection. 4 - INSPECTION RECORD Retain a copy with permit cog INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 431-2451 gri Proje /. / Type -of Inspection- _ Address: tii s3i-4- kf1 Date Called: Special Instructions: l 1 Date Wanted: _ -. --..).--__.-I�.. a rrt- p.m. Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: Inspector: ;L4 n REINSPECTION FEE REQUIRED' Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECT ON NO. INSPECTION RECORD Retain a copy with permit PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 431-2451 Project Typetoi Inspection: Address t Co—� f-,: - Date Called: Special Instructions: / / Date Wanted5_ -,..4,111.m:1/ Requester: Phone No: ' Approved per applicable codes. Corrections required prior to approval. COMMENTS: t 1/ Insp eic\tor: 1Date / \_ f r 1 REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd!. Suite 100. Call to schedule reinspection. 3 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING. DIVISION 6300 Southcenter.Blvd., #100, Tukwila. WA 98188 (206) 431-367 Permit Inspection Requesf Line (206) 431-2451 -1)i3-lY1 Project: r'' it V L _'Y' r® �-t .S1 . Type of Inspection: ^ c / A4--2-- , 4 Address: tib' /L r7 ) in2--7-1c>, Date Called: Special Instructions: )." DateWanted 9`/ ` Z S - f) m p.m. Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: Insr5ector: Dat REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION NO. 1 INSPECTION RECORD Retain a copy with permit--. 13- 1 227 PERMIT NO. (d' CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 431-2451 i. Pro ect: (AR(L LP 3(-, Type of Inspection: Fra Am1IQ C_ Address: 1 LI -1 5 ,) Co./ 0 U Date Called: Special Instructions: Date Wanted: a.m. Requester: Phone No: cza_0(0-y73-S055 Approved per applicable codes. Corrections required prior to approval. COMMENTS: .P iot. Nd i (veY1 E'/e Ja 4) ) r/7 (APV/a'/ ' 4./ . ire S/o p A ,-./ .36--2vrv/ ,/--...t i/r'1//i 7//1/,�. /9.71 /Q //r7, 4 , ,(F ACW Ti 2r�-1/ 1((.FAIGF j '3 ) 727. kA' I4e 6�4o �6PP/tie 27' I 4,1;kJg, Acld Pi i55/A1, gide" ,3/4J /=-/cx.). _66 n f /s-/- F-iodcA 5) eiFof Ri �,4L Rep/9/7-;v Ales 4 r7 0k 70divSL/L47f S,/ (r; /AJSZ/L 47/ 4'1./ eor: c..i l -c A �f ' E REQUIRED —24 —)" REINSPECTION 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) 431-2451 01-3-1 Q 7 Projecct:/ 2"1 Ty a of Inspection: f Inspe r 5 3 tPZ, i°tv Special Instructions: Date Wanted:,----.a. q_ 10-1-3 .m. Requester: Phone No: ac' t _ Approved per applicable codes. COMMENTS: Corrections required prior to approval. CA, REI SPECTION FEE RE UIRED. Prior o next inspection, fee must be at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: i(9_4'5 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) 431-2451 D 3-Iv7 Project: <'ALk L 3(_ Type of Inspection: iRoved:x-i,u nwI716,as Address: 1 t -t 7 5 3 CO2._ IAA) 6 Date Called: PI1 t rl1 b i, j 64(6.4.4v— $err Special Instructions: Date anted: -7 C.rrrN. Requester: Phone No: LI 2-3-5055 r pproved per applicable codes. Corrections required prior to approval." 4 COMMENTS: l QO POSuQ6.- --- CriS / i - "lirefI 'J.-,Jse'l_App4(41 - Mee 6z 4N-i'e A 1 A - i ,i - / pkot/P H — ..)1/ ui w- iP✓ -- AQ Wed 5) -- 01tc+1,. AL'— A -op 0 i, *y w cvvcu NSPECTION FEE REQ IRED. Prior to irext inspection, fee must be aid at 6300 Southcenter lvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD INSPECIION NO. PERMIT NO.Retain a copy with permit b i �" 1E37 INSPEC ION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 r-. (206) 431-3670 Permit Inspection Request Line (206) 431-2451 Pro'ect: clIl4RRA LA�1(-, Type of Inspection: it�OrSrlcATI-1'ti)C, Ar ss: ) L753 (.2 1 t) Date a C}ailei ` I N��' (A) \11 + t� - SpecialInstructions: Date anted: qia-2_.e i1- m. p.m. Requester: Phone No: 1O(Y- 1--I 23' 5 _ Approved per applicable codes. LJ Corrections required prior to approval. COMMENTS: - S h'A-ih t tvc-1.'�"�'U'" 6. ec�i i, Date2g -13 n R1 PECTION FEE REQ RED. Prior t next inspection. fee must be p at 6300 Southcenter Blvd., Suite 10d. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit _ t 1 7 INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 431-2451 Project: C Ak _ t. A 0 G C t�.\s- Q . Type of Inspection: 'Ll t kfi+~?. r 1si7,/ Address:yy !L 733 Gcli1V Date Called: Special Instructions: Date Wanted: (Ta— 1 _ )-7- > p.m. Requester: Phone N[ /o^: jj- !� . proved per applicable codes. 1J Corrections required prior to approval. COMMENTS: ate: R NSPECTION IEE REQ IRED. Prior to ne inspection, fee must be aid at 6300 Southcent lvd.. Suite 100. C l to schedule reinspection. 3 INSPECTION NO. INSPECTION RECORD Retain a copy with permit 4'J b13 1 87 PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 431-2451 Project: 0A RI( LAkl C. CLNn1Si. Type of Inspection: • FOCI".7bP-4INJ Address: I'-1753 Ga - 00 Date Called: Special Instructions: Date Wanted:a. e - )2 - ( Requester: Phone No: cam(/1123-5c3 Approved per applicable codes. Corrections required prior to approval. COMMENTS: Qat_ REIN ECTION FEE REQUIRED. Prior to, ext inspection, fee must be pa at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD' Retain a copy with permit INSPECTION NO. PERMIT N0: CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 431-2451 Project: 0 A ("..k-1 LAO (, (OMIT. Type of Inspection: F=Oa i ►Nv((-0)ik6(kiTlot Address: S Date Called: Special Instructions: (All RRfilN Date Wanted w Cpm. Requester: Phone No: go6-(-12-_o&5-. ..pproved per applicable codes. • COMMENTS: Corrections required prior to approval. j d-tk t C\ w1 A epL) :1(7 71 Dat —(p I'3 SPECTION FEE REQUIRED. Prior to next inspection, fee must be at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. I { I t INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 431-2451 D(3-1 / Protect: 0AR�{ kAnl, 0D> i • Tyke of Inspection: - 4 -cc ±iNi((/ 1tc /rtlDzy . Address: IlI753(2AuS Date Called: Special Instructions: Date Wanted: m. -7 — 2 . , -- i 3 -- Requester: Phone N% .3 ao l!: ".. (42... a_ - ElApproved per applicable codes. ,Corrections required prior to approval. COMMENTS: 1-O,/MC 4 C s4eaL - C t i)I e -1e , S/ t' u y. 1-1,Le_s (S -4-A toss % \i ? 11449 . S, -e IA kl raa i S?P(ii-1i'e -r-c TF 3-0 4 >2 . C,' A (?,4C E. . i o4J \ s tri +J 0 0-C1g (�%- .. n EINt PECTION FEE REQUIRED. Prior to nex inspection. fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: - — Z 3— )3 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) 431-2451 7/3 -►i7 Pr lect: (41f ia�►66 e - Type of Inspection: t Addres . /I/ 3 a ye S Date Called: 09/01/3 Special Instructions: "hire / v) -ft- fl 1 Ca Ui i 0 5 p Date Wanted: C%/01/ 3 (m\ `.,p.m� Req ,ster: Phone No: U_ ? % V3 505S Approved per applicable codes. t�J Corrections required prior to approval. COMMENTS: z- -4-o s4 key) P -- r. 4" has '12fG/vt the- Q tae;.1- Inspector: Q5 Date: Rbyr3 n REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. tN 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) 431-2451 D)3-187 Proj t: J �� 6/1/ St t a Type of Inspection: SD -553Address: `DOLti(IS LAC-- dra ,,S hooked +0 O4=Sr=t-e__ U t� 14/753 6a Ave -S Date Called' Dg%913 Lf SD(L ac� �2(�G( Sside,_Se1,tler Special Instructions: a,/ / h o y r _ :o ,r .. �` I "S ? • 7) Date Wanted: 0V/P-/3 a. Requester 4?%� (Gl i� / 4'z Phone No: s 7D ;. Approved per applicable codes. • Corrections required prior to approval. COMMENTS: `DOLti(IS LAC-- dra ,,S hooked +0 O4=Sr=t-e__ &for 1- sfIA.L _ C5 k o C -k i l l - Lf SD(L ac� �2(�G( Sside,_Se1,tler Cos-f-cdigo • rtV t^T'f L�4-- adc.rd'S- 0 ccifr fes4- 4or (S vn (4 co4'(fir7eo/ . "6", crop. O(' 4v (xtck-F;(1- As- bui(->L- ,re c2f(Jed . IF- Ina(e� No (Amf-er rMa-el sek ej . Inspector: Date: II3 /13 r REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Calc to schedule reinspection. INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206-575-4407 Project: r ra y tvc..--,k (- Fire Alarm: Type of Inspection: Address: Suite #: /t/7s 3 6Z1`43 Ave- S. Permits: Contact Person: CA�Q- y Lra n2" . Special Instructions: Phone No.: (206 ?3 V _ 50SS Approved per applicable codes. Corrections required prior to approval. COMMENTS: 7* -;,/A-/ cx Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspect ,2 p c"...5 Date: i//e//j Hrs.: 7 0 $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 6/11/10 T.F.D. Form F.P. 113 VICINITY MAP NTS REVISIONS —' No chances shall ho made to the scope cf v:or% without prior approval of --•'-'.7-!;;a Building Division - t;' ll require a new plan submittal Li. -de additional plan review fess. j GRAr'0.8PAGE OUTLET DRAIN PIPE CRAWSPACE DRAINAGE DETAIL NTS NOTES: LOT 1 IS A FLAT LOT. MAIN FINISH FLOOR AT 1.5'. INTERIOR GRADE OF CRAWL SPACE SHALL SE SLOPED TO DRAIN AND INSURE THE REMOVAL OF WATER FY. 4J copy Permit No. PO^ review approval is subject to errors and omissions, of c:irGtruction documents does not authorize ti, :ion ''� r adopted code or ordinance. t _ , �; ,, Receipt a: Droved Field C and conditions is acknowledged: By Date: 8 / City Of Tukwila BUILNG DIVISION 5T-8' 32'-11' 5' LI 5115515L N89'0I'29'W 5' 155BL .DRIVEWAY 20'-Z'• COV'D PORCH \ NS9'01'291W 45'-0' 125.00' 5i'-0' 23'-1' cF; 171.7 PERMIT EQ Ir Eo FOR: Mobhanical electrical C Plumbing ..as Piping OIVISION !�I•;�,r�rila REVIEWED FOR CODE COMPLIANCE APPROVED AUG 0 2 2013 City of Tukwila BUILDING DIVISION SCALE 1:20 FIRE HYD APPROVED JUL 3 0 2013 City of Tukwila PUBLIC Worksks- RECEIVED 'JUL'252013 TUK\Ivku, DUBLIC WOW' RECEIVED CITY OF TUKWILA JUL 13 2013 TUKWILA LLC PERMIT CENTER LOT 2 COVERAGE CAL C. LOT AREA• PROPOSED STRUCTURE • LOT CO vERAGE • PLAN L2-2802 6,15 SF 1,96'1 SF 308% VICINITY MAP aorwerOUT C8 SUM* V44501.112 LAD dr' MAY 11,10371' NTS 71 45'-2' 60'-0' N89'01'29'W 13b9' FIDE HYD 30'-6' 0 m 45'-3' ‘5151. 5� N89'011,279%1 125.00' 5'i'-0' CleAPILIP SCE ovnzr DRAIN FIFO CRAWSPACE DRAINAGE DETAIL NTS NOTES: LOT 1 IS ;4 FLAT LOT. MAIN FINISH FLOOR AT 1.5'. INTERIOR GRADE OF CRAWL SPACE SHALL 5E SLOPED TO DRAIN AND INSURE THE REMOVAL OF WATER SCALE 1:20 REVIEWED FOR CODE COMPLIANCE APPROVED JUL 0 9 2013 City of Tukwila BUILDING DIVISION -rPric 3g97000o R 1 TUKWILA LLC LOT 2 COVERAGE CA LOT AREA. PROPOSED STRUCTURE. LOT COVERAGE. AN 2-2802 RECEIVED CITY OF TUKWIL MAY 2 8 2013 21.111 MIT CENTE • • 4ca 0 1 b' P PtF o,_�g, Copy STRUCTURAL CALCULATIONS FOR THE CARY LANG CONSTRUCTION RESIDENTIAL PROJECT Plan L2-2802 May 23, 2013 Job No.: 11-076 Location: Lot 2, Tukwila 6 LLC Tukwila, Washington Copyright 2013, SEGA Engineers REVIEWED FOR CODE COMPLIANCE APPROVED JUL 0 9 2013 City of Tukwila BUILDING DIVISION SEGA Engineers/ /Structural & Civil Consulting Engineers 22939 SE 292"d PL (360) 886-1017 Black Diamond, WA 98010 RECEIVED CITY OF TUKWILA MAY 2 8 2013 PERMIT CENTER IV STATEMENT OF WORK SEGA Engineers was asked to provide a lateral Toads analysis, shear wall design, review of major framing members and foundation, and drawing red -lines for a two story wood framed single family residence. The roof framing is manufactured trusses, the floor framing is 2x dimensional or wood I -joists, and the foundation is typical concrete strip footings with a crawl space. The application and use of these calculations is limited to a single site referenced on the cover sheet. The cover sheet should have an original signature in blue ink over the seal. The attached calculations may or may not apply to other sites and the contractor assumes all responsibility and liability for sites not expressly reviewed and approved. Please contact SEGA Engineers for use at other sites. SEGA Engineers will use that degree of care and skill ordinarily exercised under similar circumstances by members of the engineering profession in this local. No other warranty, either expressed or implied is made in connection with our rending of professional services. For any dispute, claim, or action arising out of this design, SEGA Engineers shall have liability limited to the amount of the total fee received by SEGA Engineers. Questions regarding the attached should be addressed to SEGA Engineers. Greg Thesenvitz, PE/SE SEGA Engineers SEGA Engineers, / Structural & Civil Consulting Engineers 22939 SE 292nd PL (360) 886-1017 Black Diamond, WA 98010 Project L2-2802 Job No. 11-076 By: GAT Checked Date: 10/21/11 Sht i Design Criteria International Building Code (IBC), 2009 LOADS Roof DL 15 psf LL 25 psf Floor DL 10 psf LL 40 psf Wind Design Wind Speed KZt. Exposure Importance Factor Seismic 85 mph 1.00 B 1.00 Design Category D SDS 1.00 Response Factor 6.5 CS = 0.154 Importance Factor 1.00 Soil Allowable Bearing 1,500 psf Copyright 2011, SEGA Engineers SEGA Engineers, / Structural & Civil Consulting Engineers 22939 SE 292nd PL (360) 886-1017 Black Diamond, WA 98010 Project L2-2802 Job No. 11-076 By: GAT Checked Date: • 10/21/11 Sht 1 LOADS ROOF DL LL FLOOR Roofing (Comp) 3.5 psf 1/2" OSB 1.8 2x @24" 3.5 Insulation 1.1 5/8" GWB 2.8 Misc. 1.5 14.2 psf Snow, Pf Reduction, Cs 6/12 pitch = 27 deg 25 psf (115% Load Duration) 0.00 (Ct = 1.1, other surfaces) Total Roof Load 39.2 psf DL Flooring 0.5 psf 3/4" Plywood 2.3 2x12@16"oc 3.3 5/8" GWB 2.8 Misc. 1.5 10.4 psf LL Residential Total Floor Load 40 psf 50.4 psf DECKS DL 2 x Decking 4.3 psf 2x10@16"oc 2.8 Misc 1.5 8.6 LL WALLS Residential 40 psf Total Deck Load 48.6 psf DL Siding 3.5 1/2" Plywood 1.5 psf 2x6@16"oc 1.7 Insul 0.6 1/2" GWB 2.2 Copyright 2011, SEGA Engineers 9.5 psf SEGA Engineers PROJECT LLt4 _ Z5ot / Structural & Civil Consulting Engineers 22939 SE 292nd Place • Black Diamond, Washington 98010 (360) 886-1017 • Fax .(360) 886-1016 CHECKED BY DATE 3/4 SHEET Z- OF JOB NO. 1)- 0713, FIGURED BY 60.1.- 1-I14Z f41457z IZ . w-= C q)c_ 4c »n— ) qS f ( )141st' -r) - L (13 )zi - 3,ssdit- (D.IL (4011r- TIS Q 4 `) C 11,4") (,')Z : = C 1t1L . p O -r/ OD c4L T =I( si3 1JZ = So0Pt- rt (t')- /)(oCs"4 j • C 3 z'`)( lo• 51)- S' )(O ♦ `/P( r-4?_, tqc- 73 2 C /PU1 c,-( 2- (4_')(�' (S-0 ?So) ±) O S z) (4sP-r) f (L)(4 i'J) 3 S 5-01 wz t L� (.SQpA ) '+ 1 4 -Of - Z,o ��►- °n. )(144) O.(3(i 4`)(1O')Z j11io 3 II/,e? i Z 4^3 Copyright 2011, SEGA Engineers ir-A 0. Lie ip 3/Lx 1,1I Z L ✓L -E- 3Vzx)I')-�- SEGA Engineers PROJECT / Structural & Civil Consulting Engineers LZM-ZBoZ JOB NO. 22939 SE 292nd Place • Black Diamond, Washington 98010 (360) 886-1017 • Fax (360) 886-1016 CHECKED BY FLoaC iL 73 o of w =(I +L' /Sop') .. C97 .4'1l 1' 7, rSI Z'K so7fF (��ocd'L' (5,;►L) (1.9P)-( -7,cr)(0.-7"4~)( —z / /z. 6.3 szS'` oK 4°14c( I'?( I ) I) -33 x Ic:P IL, ti z 4/ Zai o wa... j//////6i t ` / cj �- G' 1' it- _ .b k ( it) ( 4 P') C -z � t Bzto FIGURED BY Gq-r DATE/9/Z44/ SHEET OF ///., //% W Z L L f-. )& So f f) .1.-A0 0 P 4,T . -.(z � (4()rF) rsz = ( c F) C 60,-30-( q,11) (°‘(.04 ror)(% s epi Aq-5. s 6-1,0 =os4C( I1,11')(19`)Lt c1.t�r3(o•-'')(11')Z= 7/ Cis oki4z‘- 41L1--- Or'7'0, )E 7SI� r,• G-114 (.14)c4copJF) +10c%inir 1) -53g 9,1' /,i�"." Copyright 2011, SEGA Engineers S`/�1,-1(, x.113-� SEGA Engineers / PROJECT Lt M ` z8a Z / Structural & Civil Consulting Engineers 22939 SE 292nd Place • Black Diamond, Washington 98010 (360) 886-1017 • Fax (360) 886-1016 . CHECKED BY DATE i%io SHEET 4. OF JOB NO. „-0- FIGURED BY 6Ai lAP) _ 1?-n0X s1 /),-.i € L&,E4i€ 1_2111 b w - (,)(5 —) t l0c. )k1` } sqz?) (4 sr? = ,/ voit_T 4,\-4w) (SL) ` wZ = (- - °per--) t !OO?4`t (—zif(4 o7p) ` m-- (4, 4') (tor4)— (c,1)(b,-z4"1 ? ) = zzK'*• sis x, Z ca va S `ld l 1 'fid L ✓L — (ii )(, J'slum) " Lo'?' of " 0, 4c(9w)1/11)Z 0,77i13tv)0111= 1, -IO /G1' Tiet-e_ =4.4 �t = (zf) ( -5P()-c- 4.0 4- it • 1411(t4ISS')°3 L4-• 1' 4? q 5j t Z 5" Copyright 2011, SEGA Engineers SEGA Engineers/ Structural & Civil Consulting Engineers 22939 SE 292nd PL (360) 886-1017 Black Diamond,'WA 98010 Project L2-2802 Job No. 11-076 By: GAT Checked Date: 10/21/11 Sht. 5 LATERAL LOADS - SEISMIC Maximum Base Shear, V = F Sps W R where, F = 1.1 Two -Story Building Sps =1.00 Ss = 1.5 Fa = 1.00 R = 6.5 Table 12.14-1 W = Seismic Weight For W: Wroof = Wer = Eq. 12.14-11 (Table 11.4-1, Ss > 1.25) (30ft) (55ft) (16psf)+ (2) (30ft+ 55ft) (4.Oft) (9.5psf) = 33 kips (30ft) (58ft) (14psf)+ (2) (30ft+ 58ft) ( 8.5 ft)'( 9.5 psf) = 39 kips W total = 71 kips. Design Base Shear , V = ( .169) (71 kip) = 12.1 kip E = 12.1 kip = 8.6 kip WIND Design Wind Pressure, ps = ? Kn 1,, Psso where, X = 1.00 = 1.00 =1.00 = 1.00 = 1.05 1.4 Eq. 6-1, Sect. 6.4.2.1 0 - 15 ft Exposure B Figure 6-2 20 ft 25ft 30 ft 35 ft Kt= 1.00 IW = 1.00 P30 = 10.4 psf 85 mph P0.15 = ( 1.00) ( 1.00) (10.4 psf) ( 1.00) = 10.40 psf P20 = ( 1.00) ( 1.00) (10.4 psf) ( 1.00) = 10.40 psf Pts = ( 1.00) ( 1.00) (10.4 psf) ( 1.00) = 10.40 psf P30 = ( 1.00) ( 1.00) (10.4 psf) ( 1.00) = 10.40 psf Pas = ( 1.05) ( 1.00) (10.4 psf) ( 1.00) = 10.92 psf Section 6.5.7 Section 6.5.5 Figure 6-2 Design Base Shear: (Wind) Vf/t,= (30ft) (10ft) (10.4psf) + (30ft) (5ft) (10.4psf) + (30ft) (5ft) (10.4psf) + (30ft) (5ft) (10.4psf) + (30ft) (1 ft) (10.9psf) =8.1 kips Therefore, Vsis= (60ft) (10ft) (10.4psf) + (58ft) (5ft) (10.4psf) + (54ft) (5ft) (10.4psf) + (20ft) (5ft) (10.4psf) =13.1 kips Seismic Loads Govern for Lateral Design - Front/Back Wind Loads Govern for Lateral Design - Side/Side Copyright 2011, SEGA Engineers SEGA Engineers Structural & Civil Consulting Engineers 22939 SE 292nd PL (360) 886-1017 • Black Diamond, WA 98010 Project L2-2802 Job No. 11-076 By: GAT Checked Date: 10/21/11 Sht. (1) • LATERAL LOADS - (cont'd) Distribute Seismic Loads Over Height Maximum Base Shear, V = 8.6 k Fx = wx V (Eq. 12.14-12) W Froof = ( 32.9) (8.6 k) = 4.0 kip ( 71.4 ) Fryoor = ( 38.6) (8.6 k) = 4.7 kip ( 71.4 ) Fx = 8.6 kip Copyright 2011, SEGA Engineers SEGA Engineers PROJECT / Structural & Civil Consulting Engineers Lz-M- z6z JOB NO. 1 - u 7 t -,Q FIGURED BY G kr 22939 SE 292nd Place • Black Diamond, Washington 98010 / (360) 886-1017 • Fax (360) 886-1016 CHECKED BY DATE '/1/ SHEET 7OF SWl; 1.44(A._ b sJU S/1A 144u_ 1 4ir_ zk. lor#7 `+ 7;')-4., . 37.E m 40004/375, -- _csr°` vir- =ZK r 27k = 3 f - Z J 11 -os ci .L<HeAt l . J4- t- Z ►z° -QF'- de Z. Z - t;-- ¢,3 = 4-' 3 S°'/14/,,1 _10 e 3 -mg 4 D„ -J•. = 31)--7S1/-61''i �350m /g • s' Copyright 2011, SEGA Engineers 31 nJ, . . tip 4, b e' ' x Att va P�- 7� 5' 1' \ 5'Yr, 1 61 X I ---/ ' z-to•t -917 SEGA Engineers PROJECT / Structural & Civil Consulting Engineers 22939 SE 292nd Place • Black Diamond, Washington 98010 (360) 886-1017 • Fax (360) 886-1016 CHECKED BY DATE , o/ SHEET S. OF JOB NO. LZ M- 78oz FIGURED BY G,4.y- ��� 144“_�1rs�U� CSN,l )4t 41S1 7`111:-. /Sam .F - 3 °4141r,/ 1 / V`1= D VF 7-3; ° 44 () ()d )00,4 /Y 5 ► Z -# 0),"'; L&' * C,' - '-? S Zz /IZt ' 4z,f'L'` 'J Z _ \41-64_414- (>�t_E�.'R') � 2Q Uk(Z-c. )(3 )Oo' 71+ (54S')(io c))))'} (S) ;l/°, _ A q - 3) Z7c0 D 7,1"- 3G 0 11' ?tit >.< 8' 1 G' 1.066 Lr.j LS1Pe< T. 3/z7, Stl '2- 144/4 # ( furt v. 17V) 12414- V,z( )6P)(/ 4)''1(sz)k-c9(/041"`)-1-00047):- 3/017 c> Copyright 2011, SEGA Engineers s- coo SEGA Engineers PROJECT / Structural & Civil Consulting Engineers L Z M - 22939 SE 292nd Place • Black Diamond, Washington 98010 JOB NO. II -0Z (. FIGURED BY ./4.T (360) 886-1017 • Fax (360) 886-1016 CHECKED BY \441,L. 3' si t--, i ce0„7 ) S)1 -4- \ -M 2.7r /1 r(//391.1)'/s/ 4z DATEZ4 4 / 11/ SHEET/ OF (4211--°009(10,0)-z- ('L3&/ ..41}h IA/44,c (101)(N, P)--` —(S' -///5/7c 3J %j ° 40 °A, ` 3h Copyright 2011, SEGA Engineers f JZ X �J = Z 316 Is' N ztLe eft s 71413 I dK r SEGA Engineers/ /Structural & Civil Consulting Engineers PROJECT L2M-2802 22999 SE 292nd Place • Black Diamond. Washington 98010 JOB NO. (360) 888-1017 • FAX 886-1016 SNEAK WALL KEY PLAN 11-076 FIGURED BY GAT CHECKED BY DATE 10/24/11 SHEET 10 OF 10 SHEAR WALL SCHEDULE Mark Minimum Sheathing (1) Sheathing Nailing (1) Anchor Bolts (3) Remarks (4) I>• 5/8' T1-11 or 8d @ 6" o.c. 5/8" @ 60" o.c. QaII = 230 plf '/2' OSB I> 55/8' T1-11 or 8d @ 4" o.c. 5/8' @ 32" o.c. QaII =.350 plf 1/y' OSB 1/2" CDX or 8d @ 3" o.c. 5/8' @ 16" o.c. QaII = 450 plf OSB Use minimum 3x studs at abutting panel edges and stagger nails. I> See Detail 12/S2.0 for Construction Notes: 1) All walls designated " f>" are shear walls. Exterior walls shall be sheathed with rated sheathing (24/0) and nailed at all panel edges (Blocked) per schedule (uno). Edge nailing at T1-11 shall be through each edge of each panel. Nailing at intermediate framing to be at 12" oc. Nailing not called out shall be per IBC Table 2304.9.1. 2) Holdowns and other framing hardware by Simpson or equal to be used per plan. Ends of shear walls shall use double studs minimum (UNO). 3) Use minimum of (2) bolts per sill piece with one bolt located not more than 12" nor less than 4" from each end of the piece. Embed bolts a minimum of 7" into concrete. Washers to be minimum 3" x 3" x1/4" and of hot -dipped zinc -coated galvanized steel. 4) Allowable loads are permitted to be increased by 40% for wind design in accordance with IBC Section 2306.3 Prescriptive Energy Code Compliance for Single Family and Duplex Housing: Zone 1 Project Information Contact Information Plan L2-2802 This set of forms has been developed to assist permit applicants documenting compliance with the Washington State Energy Code, (2009 edition). This set is for structures built under the IRC and located in Climate Zone 1. The following forms provide much of the required documentation for plan review. The detains oted here must also be shown on the drawings (WSEC 104.2). This form is not a substitute for the energy code itself. To obtain a copy of the energy code, go to the following web address. http://www.energy.wsu.edu/code Fitt' chin' Option Glazing Area1°: % of Floor Glazing U -Factor Door 9 U -Factor Ceiling z Vaulted Ceiling 3 Wall12 Above Grade Wall into Below Grade Wall ext4 Below Grade Floor s Vertical Overhead" 0I 13% 0.34 0.50 0.20 R-49 or R-38 Adv. R-38Int.7 R-21 R-21 TB R-10 R-30 OOII 25% 0.32 0.50 0.20 R-49 or R-38 Adv R-38Int.7 R-21 R-21 TB R-10 R-30 0 III Unlimited 0.30 0.50 0.20 R-49 or R-38 Adv. R-38 R-21 Int R-21 TB R-10 R-30 See WSEC table 6-1 for footnotes - Glazing Schedule Attached to Document El Does not apply. (SEE INSTRUCTIONS) Using Prescriptive Option III. All glazing and doors meet maximum U -factor. Alternate heating size method submitted. O Option I or II, Glazing to floor area limit (WSEC 602.7.2) ❑ Area weighted window, skylight or door U -factor (WSEC 602.7.2) ❑ As part of the heating system sizing calculation (IRC M1401.3 & WSEC 503.2.2) Radiant slab: 0 R-10 foam insulation, continuous with thermal break (WSEC 502.1.4.9) Chapter 9 Options Total of 1 Credit Required Opt. Opt. Description la High Efficiency HVAC Equipment 1 1 b High Efficiency HVAC Equipment 2 lc High Efficiency HVAC Equipment 3 2 High Efficiency HVAC Distribution System 3a Efficient Building Envelope 1 3b Efficient Building Envelope 2 3c Super -Efficient Building Envelope 3 4a Air Leakage Control and Efficient Ventilation 4b Additional Air Leakage Control and Efficient Ventilation 5a Efficient Water Heating 5b High Effieciency Water Heating 6 Small Dwelling Unit 7 Large Dwelling Unit 8 Renewable Electric Energy Total Credits WSEC Prescriptive Worksheet (2010 edition) Zone 1 REVIE` " CODE CO D NCI FOR APPROVED JUL 0 9 2013 UIL NG Tukwila DIVISION 1.0 0 0 0 0 RECEIVED ❑ CITY OF TUKWILA 0 0 0 0 0 *1200 kwh ❑ 1.00 MAY 2 8 2013 PERMIT CENTER DSV071;10 Copy ght 1 i Glazing Schedule Project Information Plan L2-2802 Conditioned Floor Area Sum of All Glazing Areas From Below Glazing to Floor Area Ratio Exterior Doors Plan ID Component Description Contact Information 2802 377 13.45% Sum of UA for Heating System Sizing 602.7.2 Exception Ratio (not to exceed 1%) 134.2 Door Percent Width Height Glazing Door Door Ref. U -factor Glazed Qt. Feet Inch Feet Inch Area Area UA Sum of Glazing Area, Door Area, and UA (do not include exempt door) Area Weighted U = UA/Area Sum of Area and UA for Heating system size only (include exempt door) Vertical Glazing (Windows, Glazed doors using Exception 602.6 #1.) Plan Component Glazing Width Height ID Description Ref. U -factor Qt. Feet inch Feet Inch POWDER 0.320 DINING 0.320 GREAT ROOM 0.320 NOOK 0.320 NOOK 0.320 NOOK 0.320 KITCHEN 0.320 STUDY. 0.320 PLAYROOM 0.320 PLAYROOM 0.320 BEDROOM 4 0.320 STAIRWELL 0.320 BEDROOM 2 0.320 MASTER BEDROOM 0.320 MASTER. BATH 0.320 BEDROOM 3 0.320 WSEC Prescriptive Worksheet (2010 Edition) 37.8 13.6 0.36 37.8 13.6 1 2 5 1 6 6 1 8 6 1 6 6 10 1 6 1 5 1 3 . 4: 6 1 5 5 1 5 ;:: 4 6 1 2 4 1 5 4 1 5 6 1 5 4 1 8 4 1 5 4 1 5 4 Sum of Area and UA Area Weighted U = UA/Area Glazing Area UA 10.0 Entry Door 36.0 0.200 48.0 1 3 13.12 6 . 8 25.0 20.0 4.0 4.32 Fire Door (exempt door) 8.00 0.540 7.20 1 2 8 6 - i8 9.60 17.8 9.6 32.0 10.24 20.0 6.40 20.0 6.40 One Exempt Swinging Door < 24 Square Feet Sum of Glazing Area, Door Area, and UA (do not include exempt door) Area Weighted U = UA/Area Sum of Area and UA for Heating system size only (include exempt door) Vertical Glazing (Windows, Glazed doors using Exception 602.6 #1.) Plan Component Glazing Width Height ID Description Ref. U -factor Qt. Feet inch Feet Inch POWDER 0.320 DINING 0.320 GREAT ROOM 0.320 NOOK 0.320 NOOK 0.320 NOOK 0.320 KITCHEN 0.320 STUDY. 0.320 PLAYROOM 0.320 PLAYROOM 0.320 BEDROOM 4 0.320 STAIRWELL 0.320 BEDROOM 2 0.320 MASTER BEDROOM 0.320 MASTER. BATH 0.320 BEDROOM 3 0.320 WSEC Prescriptive Worksheet (2010 Edition) 37.8 13.6 0.36 37.8 13.6 1 2 5 1 6 6 1 8 6 1 6 6 10 1 6 1 5 1 3 . 4: 6 1 5 5 1 5 ;:: 4 6 1 2 4 1 5 4 1 5 6 1 5 4 1 8 4 1 5 4 1 5 4 Sum of Area and UA Area Weighted U = UA/Area Glazing Area UA 10.0 3.20 36.0 11.52 48.0 15.36 41.0 13.12 6.0 1.92 25.0 8.00 13.5 4.32 25.0 8.00 22.5 7.20 8.0 2.56 20.0 6.40 30.0 9.60 20.0 6.40 32.0 10.24 20.0 6.40 20.0 6.40 377.0 120.64 0.32 WSUEEP10-010 Copyright 2010 Overhead Glazing Plan Component Glazing ID Description Ref. U Doube Glazed Garden Windows Section 602.7.2 Exception Plan Component ID Description Width Height Qt. Feet Inch Feet Inch Sum of Area and UA Area Weighted U = UA/Area Width Height Qt. Feet Inch Feet Inch Sum of Area Sum of Area X 3 (This total is automatically included in the glazing area total.) Glazing UA for Heating System Size Only = Area X 0.63 WSEC Prescriptive Worksheet (2010 Edition) Area UA Area UA WSUEEP10-010 Copyright 2010 Simple Heating System Size: Climate Zone 1 Project Information 'Plan L2-2802 Indoor Design Temperature Outdoor Design Temperature Design Temperature Difference (AT) AT = Indoor - Outdoor Design Temp Conditioned Floor Area Conditioned Volume Glazing Copy Sum of UA from Glazing Schedule Attic U -Factor X 0.027 0.026 R-49 R-38 Advanced Single Rafter or Joist Vaulted Ceilings U -Factor X Area 0.027 R-38 Vented 70 19 51 2802 24,564 134 Area 1671 Above Grade Walls R-21 U -Factor X Area 0.056 2471 Floors U -Factor X Area R-30 0.029 Below Grade Walls U -Factor X 2' Depth Walls 0.042 3.5' Depth Walls 0.041 7' Depth Walls 0.037 Slab Below Grade 2' Depth 3.5' Depth 7' Depth 1624 Area F -Factor X Length 0.59 0.64 0.57 Slab on Grade R-10 2' perimeter R-10 Full - Heated F -Factor X Length 0.54 0.55 Sum of UA Envelope Heat Load Sum of UA X AT Air Leakage Heat Load ((Volume X 0.6) X AT) X .018)) Building Design Heat Load Air Leakage + Envelope Heat Loss Building and Duct Heat Load If ducts are located in unconditioned space: Sum of Building Heat Loss X 1.15 If ducts are located in conditioned space: Sum of Building Heat Loss X 1 1.15 Contact Information = UA 45.1 UA = UA 138.4 = UA 47.1 = UA = UA UA 365 18606 13530 32136 36957 Maximum Heat Equipment Output Building and Duct Heat Loss X 1.50 WSEC Prescriptive Worksheet (2010 Edition) 150% 55435 Btu / Hour Btu / Hour Btu / Hour Btu / Hour Btu / Hour WSUEEP10-010 Copyright 2010 David McPherson From: Richard Takechi Sent: Thursday, June 13, 2013 11:32 AM To: David McPherson Subject: RE: W.O. numbers Hello Dave. Lot 1— 21340124 Lot 2 - 21340125 From: David McPherson Sent: Thursday, June 13, 2013 9:01 AM To: Richard Takechi Subject: W.O. numbers Richard, t$(. Ref. Cary Lang Construction (a.k.a. - Tukwila 6) (Lot 1) @ 147xx 62nd Ave. South — D13 -p7: TL no. 359700-0092. I need a W.O.# for a 3/4" domestic water meter. Ref. Cary Lang Construction (a.k.a. - Tukwila 6) (Lot 2) @ 147>o<62nd Ave. South — D13- $6 TL no. 359700-0091. I need a W.O.# for a 3/4" domestic water meter. Let me know if you need additional information. Thank you. Dave David McPherson Development Engineer City of Tukwila 6300 Southcenter Blvd #100 Tukwila, WA 98188 ph: (206) 431-2448 1 fx: (206) 431-3665 David.McPherson a(�TukwilaWA.gov 1 www.tukwilawa.gov **NEW EMAIL ADDRESS:AND WEB ADDRESS!** The City of opportunity, the community of choice. 1 May 31, 2013 • City of Tukwila • Jim Haggerton, Mayor Department of Community Development Jack Pace, Director Cary Lang Cary Lang Construction Inc. 29815 24th Av SW Federal Way, WA 98023 RE: Incomplete Letter #1 Development Permit Application Number D13-187 Cary Lang Construction Lot 2 — 147XX 62 Av S Dear Mr. Lang, This letter is to inform you that your permit application received at the City of Tukwila Permit Center on May 28, 2013 is determined to be incomplete. Before your application can continue the plan review process the attached/following items from the following department(s) need(s) to be addressed: Building Department: Allen Johannessen at 206 433-7163 if you have any questions regarding the attached comments. Please address the comments above in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that four (4) sets of revised plans, specifications and/or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at the Permit Center at (206) 431-3670. Sincerely, -.6t11/V\Ii't` Bill Rambo Permit Technician File No. D13-187 W:IPermit Centerllncomplete Letters120131D13-187 Incomplete Letter #l.docx 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 Tukwila Building Division Allen Johannessen, Plan Examiner Determination of Completeness Memo Date: May 30, 2013 Project Name: Cary Lang Construction, Lot 2 Permit #: D13-187 Plan Review: Allen Johannessen, Plans Examiner The Building Division has deemed the subject permit application incomplete. To assist the applicant in expediting the Department plan review process, please forward the following comments. (GENERAL NOTE) PLAN SUBMITTALS: (Min. size 11x17 to maximum size of 24x36; all sheets shall be the same size). (If applicable) Structural Drawings and structural calculations sheets shall be original signed wet stamped, not copied.) 1. Please revise elevations sheet to reference sides of house as North, East, South and West. Should there be questions conceming the above requirements, contact the Building Division at 206-431-3670. No further comments at this time. 411 PERMIT COORD COPY • PLAN REVIEW/ROUTING SLIP ACTIVITY NUMBER: D13-187 DATE: 07-23-13 PROJECT NAME: CARY LANG CONSTRUCTION - LOT 2 "SITE ADDRESS: 14753 62 AV S Original Plan.Submittal Response to Correction Letter # Response to Incomplete Letter # X Revision # 1 After Permit Issued DEPART ENTS: ul ding i ision �ublic W rks Awe AY /1- A -e -1-3 Fire Prevention Planning Division Structural ❑ Permit Coordinator 1111 DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Incomplete DUE DATE: 07-25-13 Not Applicable Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg 0 Fire 0 Ping 0 PW 0 Staff Initials: TUES/THURS ROUTING: Please RouteN".Structural Review Required n No further Review Required 111 REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved N/ Approved with Conditions Notation: REVIEWER'S INITIALS: DATE: n DUE DATE: 08-22-13 Not Approved (attach comments) n Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg 0 Fire 0 Ping ❑ PW 0 Staff Initials: Documents/routing slip.doc 2-28-02 •PERMIT COORD COP. PLAN REVIEW/ROUTING SLIP ACTIVITY NUMBER: D13-187 DATE: 06/07/13 PROJECT NAME: CARY LANG CONSTRUCTION, LOT 2 SITE ADDRESS: 147731 62 AV S Original Plan Submittal X Response to Incomplete Letter # Response to Correction Letter # Revision # after Permit Issued DEPARTMENTS: �S AtiOL Building Division In Public o ks Fire Prevention Structural Planning Division El Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete DUE DATE: 06/11/13 Incomplete ❑ Not Applicable ❑ Comments: Permit Centel Use Only' INCOMPLETE LETTER MAILED: Departments determined incomplete: Bldg 0 Fire 0 Ping 0 PW 0 Staff Initials: LETTER OF COMPLETENESS MAILED: TUES/THURS ROUTING: Please Route 14 REVIEWER'S INITIALS: DATE: Structural Review Required ❑ No further Review Required ❑ APPROVALS OR CORRECTIONS: Approved ❑ Approved with Conditions Not Approved (attach comments) Notation: , \ REVIEWER'S INITIALS: DUE DATE: 07/09/13 DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg 0 Fire 0 Ping 0 PW 0 Staff Initials: rcc6vd aliVe% br1A9 *EMIT COORD COAIiM PLAN REVIEW/ROUTING SLIP ACTIVITY NUMBER: D13-187 PROJECT NAME: DATE: 05/28/13 CARY LANG CONSTRUCTION, LOT 2 SITE ADDRESS: 147XX 62 AV S X Original Plan Submittal Response to Correction Letter # Response to Incomplete Letter # Revision # after Permit Issued DEPARTMENTS: buP� 0'S. %)01� L DCO`off : �1) • rrYln A\fj Building Division ® Fire Prevention NE Planning Division 1111 Public Works • Structural ❑ Permit Coordinator ❑ DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete ❑ DUE DATE: 05/30/13 Incomplete k Not Applicable ❑ Comments: ................ Permit Center Use Only;, INCOMPLETE LETTER MAILED: —I Departments determined incomplete: Bldg. Fire 0 Ping ❑ PW 0 Staff Initials: LETTER OF COMPLETENESS MAILED: TUESITHURS ROUTING: Please Route ❑ Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 06/27/13 Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) ❑ Notation: REVIEWER'S INITIALS: DATE: Permit. Center- Use Only,b CORRECTION LETTER MAILED: Departments issued corrections: Bldg 0 Fire 0 Ping 0 PW 0 Staff Initials: City oikukwila 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 WATER METER INFORMATION Parcel No.: 3597000091 Address: 14753 62 AV S TUKW Suite No: Applicant: CARY LANG CONSTRUCTION LOT 2 Permit Number: D13-187 Issue Date: 07/15/2013 Permit Expires On: 01/11/2014 DESCRIPTION OF WORK: CONSTRUCTION OF 2802 SF SFR WITH 591 SF GARAGE AND 135 SF COVERED DECK. PUBLIC WORKS ACTIVITIES INCLUDE: TESC, LAND ALTERING, STORM DRAINAGE INCL. INFILTRATION WITH OVERFLOW TO EXISTING STORM SYSTEM WITHIN 62nd AVE. S., SAN. SIDE SEWER, PERM. 3/4" WATER METER, AND UNDERGROUNDING FOR POWER. TRANSPORTATION IMPACT FEE: METER #1 METER #2 METER #3 Water Meter Size: 0.75 0 0 Quantity: 1 0 0 Water Meter Type: PERM Work Order Number: 21340125 Connection Charge: Y Installation: Y Additional Install Deposit: Plan Check Fee: Y Inspection Fee: Y Turn On Fee: Y $60.00 $490.00 $0.00 $10.00 $15.00 $50.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 Subtotal: $625.00 $0.00 $0.00 Cascade Water Alliance (RCFC): Y $6,005.00 TOTAL WATER FEES: $6;630.00 $0.00 $0.00 doc: WTRMTR D13-187 Printed: 07-15-2013 PROJECT NAME: Ca,, Z PERMIT NO: 1 (3 1 8 SITE ADDRESS: ILO S S ORIGINAL ISSUE DATE: % - I S ' `Wl3 REVISION LOG REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS 1 —7-)-3-13 Wte--- 0/4543 d Summary of Revision:�v y. (11-ee FL"- &l aro u4 ) ,- car civ eLl� .Q , ra i v.s ea o -f- Cl r cj a riot T -P , Received by: C /441-cl 6....,—.1 REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Web site: http://www.ci.tukwila.wa.us REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 7A-3// 3 Plan Check/Permit Number: D [3 O Response to Incomplete Letter # ❑ Response to Correction Letter # 121. Revision # 1 after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: Z 7T (- w 1 r'( Project Address: l LI - 3 6' 2 rv' ,k ti 6 S , -FL( (G wi (/� Contact Person: CAS -+2'f Phone Number: 2-C 6 "' Z 3-6'6�5---• Summary of Revision: C A-2-- -e DN to RECI±N�p JUL 2 3 2013 PE iMIJ CENTER Sheet Number(s): "Cloud" or highlight all a"leas of rev'ision`including date of revision ` Received at the City of Tukwila Permit Center by: :e.,..Mi..1 , >- .. • .. r . ....ate • ...�.. WEntered in Permits Plus on H:\Appltcations\forms-Applications On lane\2010 Applications V-2010 - Revision Submittal.doc Created: 8-13-2004 Revised: 7-2010 • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Web site: http://www.ci.tukwila.wa.us REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date:// 3 .13t Response to Incomplete Letter # Plan Check/Permit Number: L)) 3 -1 6 ❑ Response to Correction Letter # ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: e R 1, AIN/6- CoNs-r- r cc -1'0A) Project Address: / ¥ x( (, Z ' 1) 5 �/ Contact Person: C A' 1-4 1— � -i ' 6 Phone Number: / a3 5 os3' Summary of Revision: Ke ✓:$ ea/ P_ v (tow. S S e r r ce rp.- c/ e h D u S 2 A'S NI 04141/ Fust, Sa m �l•e5r Weetitle UN 07 2013 ~aRMIT cENTEA Sheet Number(s): "Cloud" or highlight areakofrevision`indudiiig date'of reviiioii' Received at the City of Tukwila Permit Center by: .`"`t Entered in Permits Plus on H:\Applications\Forms-Applications On Line\2010 Applications\7-2010 - Revision Submittal.doc Created: 8-13-2004 Revised: 7-2010 Ci *Tukwila \y Department of Public Works 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-433-0179 Fax: 206-431-3665 Web site: http://www.Tukwi la WA .gov WATER METER INFORMATION Parcel No.: 3597000091 Address: 14753 62 AV S TUKW Suite No: Applicant: CARY LANG CONSTRUCTION LOT 2 Permit Number: D13-187 Issue Date: 07/15/2013 Permit Expires On: 01/11/2014 DESCRIPTION OF WORK: CONSTRUCTION OF 2802 SF SFR WITH 591 SF GARAGE AND 135 SF COVERED DECK. PUBLIC WORKS ACTIVITIES INCLUDE: TESC, LAND ALTERING, STORM DRAINAGE INCL. INFILTRATION WITH OVERFLOW TO EXISTING STORM SYSTEM WITHIN 62nd AVE. S., SAN. SIDE SEWER, PERM. 3/4" WATER METER, AND UNDERGROUNDING FOR POWER. TRANSPORTATION IMPACT FEE. METER #1 METER #2 METER #3 Water Meter Size: 0.75 0 0 Quantity: 1 0 0 Water Meter Type: PERM Work Order Number: 21340125 Connection Charge: Y Installation: Y Additional Install Deposit: Plan Check Fee: Y Inspection Fee: Y Turn On Fee: Y $60.00 $490.00 $0.00 $10.00 $15.00 $50.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 Subtotal: $625.00 $0.00 $0.00 Cascade Water Alliance (RCFC): Y $6,005.00 TOTAL WATER FEES: $6,630.00 $0.00 $0.00 doc: WTRMTR D13-187 Printed: 07-15-2013 Contractors or Tradespeople Peer Friendly Page • General/Specialty Contractor A business registered as a construction contractor with Lal to perform construction work within the scope of its specialty. A General or Specialty construction Contractor must maintain a surety bond or assignment of account and carry general liability insurance. Business and Licensing Information Name CARY LANG CONSTRUCTION INC UBI No. 601231391 Phone 2536616880 Status Active Address 29815 24Th Ave Sw License No. CARYLC11010F Suite/Apt. License Type Construction Contractor City Federal Way Effective Date 9/6/1990 State WA Expiration Date 9/13/2014 Zip 98023 Suspend Date County King Specialty 1 General Business Type Corporation Specialty 2 Unused Parent Company Other Associated Licenses License Name Type Specialty 1 Specialty 2 Effective Date Expiration Date Status SAILECC097DQ SAILER CUSTOM CONSTRUCTION Construction Contractor General Unused 3/18/1991 3/8/1992 Archived CARYLC"110QF CARY LANG CONSTRUCTION Construction Contractor General Unused 11/6/1989 9/26/1990 Archived Business Owner Information Name Role Effective Date Expiration Date LANG, CARY MITCHEL President 09/06/1990 Bond Amount LANG, JENNIFER ANN Secretary 09/06/1990 796451C Bond Information Page 1 of 2 Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date 4 DEVELOPERS SURETY & INDEM CO 796451C 08/09/2008 Until Cancelled $12,000.0009/10/2008 3 STATE FARM FIRE & CAS CO 980557506 08/09/2001 Until Cancelled 10/21/2008 $12,000.0009/10/2001 Assignment of Savings Information No records found for the previous 6 year period Insurance Information Insurance Company Name Policy Number Effective Date Expiration Date Cancel Date Impaired Date Amount Received Date 19 Developers Surety &Indem Co BIS0000040605 09/10/2012 09/10/2013 $1,000,000.0008/06/2012 18 Developers Surety & Indem Co BIS0000040604 09/10/2011 09/10/2012 $1,000,000.0007/07/2011 17 DEVELOPERS SURETY & INDEM CO BIS0000040603 09/10/2008 09/10/2011 $1,000,000.0007/15/2010 16 NORTH AMERICAN CAPACITY INS CO 88G000092602 09/10/2006 09/10/2008 $1,000,000.0009/11/2007 15 NORTH AMERICAN CAPACITY INS CO 88600009262 09/10/2004 09/10/2007 $1,000,000.0008/28/2006 https://fortress.wa.gov/lni/bbip/Print.aspx 07/15/2013 NOTES BUILDING CODE: 2009 INTERNATIONAL BLDG. CODE (IBC), AND BY REFERENCE WHERE APPLICABLE THE 2009 INTERNATIONAL RESIDENTIAL CODE (IRC) AS AMENDED BY LOCAL JU ISDICTiON. ROOF LIVE LOAD • 25 PSP (SNOW) ROOF DEAD LOAD = 15 PSP FLOOR LIVE LOAD • 40 PSP (REDUCIBLE) FLOOR DEA LOAD • 15 PSF WiND LOAD = 85 MPH WIND SPEED, EXPOSURE SOIL SITE CLASS 'D' CONSTRUCTION TYPE: V OCCUPANCY GROUP: R-3 'B' DESIGN CRITERIA: CABLE R3012(I) GROISiD SNOW LOAD WIND SPEED SEISMIC DESIGN CATEGORY SUBJECT TO DAMAGE FROM WINTER DESIGN TEMP ICE SHIELD UNDER- LAymENT }REQ{IRED FLOOD HAZARDS AIR FREEZING NM MEAN ANNUAL TEMP WEATHERING DEpr j TERMITE DECAY 30 ( DI/D2 MOD 18 I4T 11 NO LOCAL JURISDICTION 50 50 ADDITIONAL REQUIRED SUBMITTAL ITEMS ITEMS TO BE SIEMITlED BY THE OILER OR CONTRACTOR AT TIME OF PERMIT SUBMITTAL: - tFG. JST. DESIGN AND LAYOUT IF APPLICABLE (FROM MANNFACiURER) - MFG. TRUSS DESIGN AND LAYOUTS (FROM MANUFACTURER) 1 GENERAL UNLESS A SOILS INVESTIGATION BY A QUALIFIED SOILS ENGINEER IS PROVIDED, FOUNDATION DESIGN IS BASED ON AN ASSUMED AVERAGE SOIL BEARING OF 1500 PSH, EXTERIOR FOOTINGS SHALL BEAR 18' (MINIMUM) BELOW FINISHED GRADE. ALL FOOTINGS TO BEAR ON FIRM UNDISTURBED EARTH BELOW ORGANIC SURFACE SOiLS. BACKFILL TO BE THOROUGHLY COMPACTED. MINIMUM COMPRESSIVE STRENGTH OF CONCRETE FER TABLE R4022 TYPE OR LOCATIONS OF GONtcRETE CONSTRUCTION MNIMUM COMPRESSIVE STRENGTH (F'c) AT 28 DAYS MODERATE WEATHERING POTENTIAL BASEMENT WALLS, FOUNDATION 4 OTHER CONCRETE NOT EXPOSED TO THE UEATI4ER. 2,500 pat OF A FASTEIUM NERS (IINNCI4ES) BASEMENT SLABS 4 INTERIOR SLAB ON GRADE, EXCEPT GAR,AGE FLOOR SLAB. 2,500 pet SCREWS BASEMENT WALLS, FOUNDATION WALLS, EXTERIOR WALLS 4 OTHER VERTICAL CONCRETE WORK EXPOSED TO THE WEATHER 3,000 psi (4 1/2% air entrained +/- 11/2%) PORCI4E5, CARPORT SLABS 4 STEPS EXPOSED TO THE WEATHER 4 GARAGE FLOOR SLAB. 3,000 i (4 I/2% air entrained 4/- 11R%) CONCRETE 'BATCH TICKET' SHALL BE AVAILABLE ON SITE FOR REVIEW BY BUILDING OFFICIAL REINFORCEING STEEL TO COMPLY WITH ASTM A615 GRADE 40. UNA. WALL CCM TI j GENERAL ALL NAILING TO COMPLY WITH REQUIREMENTS OF IRC TABLE R6023(1) GYPSUM WALL BOARD AT INTERIOR WALLS TO BE FASTENED ACCORDING TO TABLE R1023.5 MINIMUM Tl-IICKNESS AND APPLICATION OF GYPSUM BOARD TABLE 81023.5 GYPSUM BOARD (CINCHES) APPLICATION CCF GYPSUM NTATIoN BOARD TO FRAMING ACING R MING MEMERS (INCHES O.C.) OF A FASTEIUM NERS (IINNCI4ES) SIZE OF NAIL AOR ION To wool, to uioD1, FRAMING AMING NAILS w/o adhesive SCREWS 13 GAGE 1-3/8' LONG 19/44' HEAD.mO S' DIA 1-1/4' LONG AMIULAR-RINGECEILING 13d'COOL> Lm 86' DIA. I -5/8' -'LONG 13/64' !-1EAD OR GYPSUM BOARD �Zp DIA. I-3/8' LONG I/2' 4X4 4X6 OR LARGER 6X6 OR LARGER EITI4ER DIRECTION 16 1 12 GEILING PERPENDICULAR 24 WALL EITI4ER DIRECTION 24 8 12 WALL EITHER DIRECTION 16 a 16 5/8.. CEILING EITI4ER DIRECTION 16 1 12 13 GAGE 1-8/8' LONG '1.4.1 1 ,' LONG 8' DTA: l-3/8' LONG ALAR -RINGED 6d COOLER NAIL .0.092' DIA. 1-1/8° LONG I/4' HEAD OR GYPSUM BOARD I /6 {010913 DIA. I-1/8' LONG GEILING PERPENDICULAR 24 1 12 WALL EITHER DIRECTION 24 8 12 WALL EITI4ER DIRECTION 16 8 16 FASTENERS ALL NAILS SPECIFIED ON 11415 PLAN SHALL BE COMM OR GALVANIZED BOX (INLESS NOTED OTHERLtSE) GF 114E DIAMETER AND LENGTH LISTED BELOW OR AS PER APPENDIX L OF THE NATIONAL DESIGN SPECIFICATION FOR UJ OD CONSTRICTION (NDS) 8d COMMON (0.131' DIA, 2-1/2' LENGTH), 8d SOX (0.113' DIA, 2-1/2' LONG), 10d COMMON (0.148' DIA., 3' LONG) 10d 13OX (0.128' DIA, 3' LENGTH), 16d COMMON (0.162' DIA, 3-1/2' LONG), 16d SINKER (0.148 DIA, 3-1/4' LONG) 5d COOLER (0.086' DIA., 1-5/8' LONG ), 6d COOLER (0.092' DIA., 1-1/8' LONG) LUMBER GRADES FRAMING LUMBER SHALL COMPLY WITH THE LATEST EDITION OF THE GRADING RULES OF THE WESTER! PRODUCTS ASSOCIATION OR THE WEST COAST LUMBER INSPECTION BUREAU. ALL SAWN LUMBER SHALL BE STAMPED WITH THE GRADE MARK OF AN APPROVED LUMBER GRADING AGENCY AND SHALL HAVE THE FOLLOWING UNADJUSTED DESIGN MINIMUM PROPERTIES: JOISTS: WOOD TYPE: 2X4 2X6 OR LAMER HP *2 - Fb=915 p81, Fv=150 p8i, Fc=1300 p8i, E=1300000p81 NF *2 - Fb=915 p8i, Fv=150 p8i, Fc=1300 p8i, E•1300000p8i Meiti 4X 6X OR LARGER DF -L °2 - Fb=900 p8i, Fv=180 p8i, Fc=1350 poi, E=1600000pet DP -L '2 - Fb=815 p8i, Fv=110 pet, Fc=600 p8i, E=1300000pet STUDS I -IF *2 - Fb=915 p8i, Fv=150 p8i, Fc=1300 p8i, E=1300000pei HF *2 - Fb=915 psi, Fv=150 p8i, Fc=1300 p8i, E=1300000pei 2X4 2X6 OR LARGER POSTS I -IF *2 - F b•915 p8i, Fv=150 p8i, Fc=1300 psi, En1300000psi 1 -IF *2 - Fb=915 p8i, Fv.150 p8i, Fc■1300 psi, E•1300000p81 DP -L *1 - Fb=1200 p8i, Fv=110 pet, Fc=1000 p81, E=1600000p81 4X4 4X6 OR LARGER 6X6 OR LARGER CTION M C t i» PREFABRICATED WOOD TRUSSES: PREFABRICATED WOOD TRUSSES SHALL BE DESIGNED TO SUPPORT SELF WEIGHT PLUS LIVE LOAD AND SUPERIMPOSED DEAD LOADS AS STATED IN THE GENERAL NOTES. TRUSSES SHALL BE DESIGNED 4 STAMPED BY A LICENSED PROFESSIONAL ENGINEER AND FABRICATED ONLY FROM THOSE DESIGNS. NONBEARING WALLS SHALL BE HELD AWAY FROM THE TRUSS BOTTOM CHORD WITH AN APPROVED FASTENER (SUCH AS SIMPSON STC) 10 ENSURE 11441 114E TRUSS BOTTOM CHORD WILL NOT BEAR ON THE WALL. ALL PERMANENT TRUSS MEMBER BRACING SHALL BE INSTALLED PER 114E TRUSS DESIGN DRAWINGS. ROOFAUALL/FLOOR SHEATHING TYPICAL WALL 4 ROOF SHEATHING SHALL BE 1/16' RATED SHEATHING MINIMUM UNLESS OTHERWISE SPECIFIED. MINIMUM NAILING SHALL BE 8d COMMON o 6' O.C. a PANEL EDGES AND 12' O.C. IN FIELD UNA. ON SHEARWALL SCHEDULE. SPAN INDEX SHALL BE 24/0 FOR WALLS AND 24/16 FOR ROOF. FLOOR SI4EATI4NG SHALL BE 3/4' T4G RATED (40/20) SHEATI4ING, UNLESS OT14ERUISE SPECIFIED. MINIMUM NAILING SHAD- BE 8d COMMON AT 6'0.C. • PANEL EDGES AND 12' O.C. IN FIELD. SPAN INDEX SHALL BE 40/20 UNLESS NOTED OTI•ERUISE. STAGGER END LAPS AT ROOF AND FLOOR SHEATHING: WALL FLASHING APPROVED CORROSION -RESISTANT FLASHING SHALL BE PROVIDED IN THE EXTERIOR WALL ENVELOPE IN SUCH A MANNER AS TO PREVENT ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS. 114E FLASHING SHALL EXTEND TO THE SURFACE OF 114E EXTERIOR WALL FINISH AND SHALL BE INSTALLED 10 PREVENT WATER FROM REENTERING THE EXTERIOR WALL ENVELOPE. APPROVED CORROSION -RESISTANT FLASHINGS SHALL BE INSTALLED AT ALL OF THE FOLLOWING LOCATIONS: L AT TOP OF ALL EXTERIOR WINDOW AND DOOR OPENINGS IN SUCH A MANNER AS TO BE LEAKPROOF, EXCEPT THAT SELF -FLASHING WINDOWS HAVING A CONTINUOUS LAP OF NOT LESS 114414 1-1/8' (28 mm) OVER THE SHEATHING MATERIAL AROUND THE PERIMETER OF TI4E OPENING, INCLUDING CORNERS, DO NOT REQUIRE ADDITIONAL FLASHING± JAMB FLASHING MAY ALSO BE OMITTED WHEN SPECIFICALLY APPROVED BY THE BUILDING OFFICIAL. 2. AT THE INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTION WITH FRAME OR STUCCO WALLS, WITH PROJECTING LiPS ON BOTH SIDES UNDER STUCCO OPENINGS. 3. UNDER AND AT THE ENDS OF MASONRY, WOOD, OR METAL COPINGS AND .SILLS. 4. CONTINUOUSLY ABOVE ALLPROJECTING WOOD TRIM. 5. LIMERE EXTERIOR PORCHES, DECKS, OR STAIRS ATTACH TOA WALL OR FLOOR ASSEMBLY OF WOOD CONSTRUCTION. 6. AT WALL AND ROOF INTERSECTIONS. 1. AT BUILT-IN GUTTERS. R4TPROOFING NOTES: ALL REQUIRERh"1ENT5 OP 2009 UNIFORM PLUMMBING CODE WiTH WASH STATE AMENDMENTS (UPC) SECT. 313.12 RAT PROOFING STRAINER PLATES ON DRAIN INLETS SHALL BE DESIGNED AND SO THAT NO OPENING IS GREATER 1144N 1/2' IN THE LEAST DIMENSION. 313.122 METER BOXES SHALL BE CONSTRUCTED IN SUCH A MANNER THAT RATS CANNOT ENTER A BUILDING BY FOLLOWING THE SERVICE PIPES FROM THE BOX INTO THE BUILDING. 313.123 IN OR ON BUILDINGS WHERE OPENINGS HAVE BEEN MADE IN WALLS, FLOORS, OR CEILINGS FOR THE PASSAGE OF PIPES, SUCH OPENINGS SHALL BE CLOSED AND PROTECTED BY THE INSTALLATION OF APPROVED METAL COLLARS SECURELY FASTENED TO THE ADJOINING STRUCTURE. 313.12.4 TUB WASTE OPENINGS IN FRAMED CONSTRUCTION TO CRAWL SPACE AT OR BELOW THE FIRST FLOOR SHALL BE PROTECTED BY THE INSTALLATION OP APPROVED METAL COLLARS OR METAL SCREEN SECURELY FASTENED 70 THE ADJOINING STRUCTURE WITH NO OPENING GREATER 11 -IAN 1/2' IN TI4E LEAST DIMENSION. - St • ,11%0 4 N DRAFTSTOPPING WI -EN THERE IS USABLE SPACE BOTH ABOVE 4 BELOW TI4E CONCEALED SPACE OF A FLOOR/CEILING ASSEMBLEY, DRAFTSTOPS SHALL 8E INSTALLED 60 14441 THE AREA OF THE CONCEALED SPACE DOES NOT: EXCEED 1,000 SQUARE FEET. DRAFTSTOPPING SHALL DIVIDE THE CONCEALED SPACE INTO APPROXIMATELY EQUAL AREAS. WHERE THE ASSEMBLY 15 ENCLOSED BY A FLOOR ME'BRANE ABOVE 4 A CEILING MEMBRANE BELOW, DRAFTSTOPPING SHALL BE PROVIDED IN FLOOR/CEILING ASSEMBLIES UNDER THE FOLLOWING CIRCUMSTANCES: 1. CEILING IS SUSPENDED UNDER 144E FLOOR FRAMING. 2. FLOOR FRAMING IS CONSTRICTED OF TRUSS -TYPE OPEN -WEB OR PERFORATED MEMBERS. DRAFTSTOPPING SHALL CONSIST OF MATERIALS LISTED 1 IRC SECTION R302.12 PIREBLOCKING FIREBLOCKING SHALL BE PROVIDED 10 CUT OFF ALL CONCEALED DRAFT OPENINGS (8011 VERTICAL AND I•ORIZONTAL) AND TO FORM 414 EFFECTIVE BARRIER BETWEEN STORIES, AND BETWEEN A TOP STORY AND 114E ROOF SPACE. FIREBLOCKING SHALL BE PROVIDED N WOOD -FRAME CONSTRUCTION IN 114E FOLLOWING LOCATIONS: 1. IN CONCEALED SPACES OF STUD WALLS AND PARTITIONS, INCLUDING FURRED SPACES AND PARALLEL ROWS OF STUDS OR STAGGERED STUDS AS FOLLOWS: 1.1. VERTICALLY AT THE CEILING AND FLOOR LEVELS. 12. HORIZONTALLY At INTERVALS NOT EXCEEDING 10Ft 2. At ALL INTERCONNECTIONS BETWEEN CONCEALED VERTICAL ,AND I.4ORIZON T4L SPACES SUCH AS OCCUR AT SOFFITS, DROP CEILINGS, AND COVE CEILINGS. 3. 114 CONCEALED SPACES BETWEEN STAIR STRINGERS At THE TOP AND 801701'1 OF THE RUN ENCLOSED SPACES UNDER STAIRS SHALL COMPLY WITH IRC SECTION R302.1 4. AT OPENINGS AROUND VENTS, PIPES, AND DUCTS AT CEILING AND FLOOR LEVEL, WITH AN APPROVED MATERIAL TO RESIST THE FREE PASSAGE OF FLAME AND PRODUCTS OF COMBUSTION. 5. FOR THE FIREBLOCKING OF CHIMNEYS AND FIREPLACES, SEE IRC SECTION R1003.19. 6. FIREBLOCKING OF CORNICES OF A TWO-FAMILY DWELLING IS REQUIRED AT THE LINE OF DUJELLiNG UNIT SEPERATION. FIREBLOCKING SHALL CONSIST OF MATERIALS LiSTED iN IRC SECTION 8302.11.1. LOOSE -FILL INSULATION MATERIAL SHALL NOT BE USED ASA FIREBLOCK UNLESS SPECIFICALLY TESTED IN THE FORM AND MANNER INTENDED. THE INTEGRITY OF ALL FISEBLOCKS SHALL BE MAINTAINED. INOULATICN AN, 11016 PROTECTIM GENERAL MAINTAIN 1' CLEARANCE ABOVE INSULATION FOR FREE AIR FLOW. INSULATION BAFFLES TO EXTEND 6' ABOVE BATT INSULATION INSULATION BAFFLES TO EXTEND 12' ABOVE LOOSE FILL INSULATION INSULATE BEHIND TUBS/SHOWERS, PARTITIONS AND CORNERS FACE -STAPLE FACED BATTS FRICTION -FIT UNPAGED BATTS -. USE 4 MIL POLY VAPOR RETARDER AT EXTERIOR WALLS R-10 INSULATION UNDER ELECTRIC WATER HEATERS. INSULATION MATERIALS INSULATION MATERIAL, INCLUDING FACINGS, SUCH AS VAPOR RETARDERS OR VAPOR PERMEABLE MEMBRANES INSTALLED WiTHIN FLOOR -CEILING ASSEMBLIES, ROOF -CEILING ASSEMBLIES, WALL ASSEMBLIES, CRAWL SPACES, AND ATTICS SHALL I4AVE A FLAME -SPREAD INDEX NOT TO EXCEED 25 WITH AN ACCOMPANYING SMOKE -DEVELOPED INDEX NOT TO EXCEED 450 WHEN TESTED IN ACCORDANCE WITH ASTM E 84 EXCEPT IONS: 1. WHEN SUCH MATERIAL ARE INSTALLED IN CONCEALED SPACES, THE FLAME -SPREAD AND SMOKE-OEVELOPEMENT LIMITATIONS DO NOT APPLY TO THE FACINGS, PROVIDED THAT THE FACING IS INSTALLED IN SUBSTANTIAL CONTACT WITH THE UNEXPOSED SURFACE OF THE CEILING, FLOOR, OR WALL FINISH. 2. CELLULOSE LOOSE -FILL INSULATION, WHiCH IS NOT SPRAY APPLIED, COMPLYING WITH THE REQUIREMENTS OF IRC R316.3, SHALL ONLY BE REQUIRED 10 MEET 114E SMOKE -DEVELOPED INDEX OF NOT MORE 114414 450. INFILTRATION CONTROL EXTERIOR JOINTS AROUND WINDOWS AND DOOR FRAMES, PENETRATIONS IN FLOORS, ROOFS AND WALLS AND ALL SIMILAR OPENINGS SHALL BE SEALED, CAULKED, GASKETED OR UEATI RSTRIPPED TO LIMIT 41R LEAKAGE. VAPOR BARRIERS / GROUND COVERS AN APPROVED VAPOR BARRIER SHALL BE PROPERLY INSTALLED IN ROOF DECKS, IN ENCLOSED CEILING SPACES AND AT EXTERIOR WALLS. A GROUND COVER OP 6 MIL (0.006') BLACK POLYETHYLENE OR EQUIVALENT SHALL BE LAID OVER THE GROUND IN ALL CRAWL SPACES. THE GROUND COVER SHALL BE OVERLAPPED 12' AT EACH JOINT AND SHALL EXTEND TO THE FOUNDATION WALL. • L. ATI BOLI HEADS 4 4P NUTS BEARING AGAINST WOOD TO BE PROVIDED WiTH 1/4'x3'x3' PLATE WASHERS. WOOD BEARING ON OR INSTALLED WITHIN l' OP MASONRY OR CONCRETE 10 BE PRESSURE TREATED WITH AN APPROVED PRESERVATIVE. FOUNDATION SILL BOLTS TO BE 5/8' DIAMETER AT 6'-0' OC. UN.O. WITH MIN.1' EMBEDMENT METAL FRAMING CONNECTORS TO BE MANUFACTURED BY SiMPSON STRONG -TIE OR USP STRUCTURAL CONNECTORS ALL WOOD 114 CONTACT WITI4 CONCRETE TO 8E PRESSURE TREATED. FIELD CUT ENDS, NOTCHES, AND DRILLED HOLES OP PRESSURE CUT SOLUTION UMBBER SHNjzL'ED WORETREATED 114 THE FIELD IN ACCORDANCE WITH :AUJPA 114. PER IRC 3113, FASTENERS FOR PRESSURE PRESERVATIVE AND FIRE RETARDANT TREATED WOOD SHALL BE OF 140T -DIPPED GALVANIZED STEEL, STAINLESS STEEL, SILICON BRONZE, OR COPPER. 6' MIN. CLEARANCE BETWEEN WOOD AND GRADE, 12' MIN. CLEARANCE BETWEEN FLOOR BEAMS AND GRADE. 18' MIN. CLEARANCE BETWEEN FLOOR JOiST AND GRADE. DAMPROOFiNG EXCEPT WHERE REQUIRED BY SEC. R4062 TO BE WATERPROOFED, FOUNDATION WALLS 11441 RETAN EARTH OR ENCLOSE INTERIOR SPACES AND FLOORS BELOW GRADE SI4ALL BE DAMPROOFED FROM 114E TOP OF THE FOOTING TO THE FINISHED GRADE. MASONRY WALLS SHALL HAVE NOT LESS THAN 3/8' PORTLAND CemisyT PAR 114G APPLIED TO THE EXTERIOR OF TI4E WALL PAINING SHALL BE DAMPROCFEO IN ACCORDANCE WITI4 ONE OF THE FOLLOWING. SEPARATE PERMIT REQUIRED FOR: ❑ Mechanical Electrical ❑ Plumbing ❑ Gas Piping CIy of Tukwila BU'I_r'iNG DIVISION GLUED -LAMINATED BEAM (GLS) SHALL BE 24F -V4 FOR SINGLE SPANS 4 24P -V8 FOR CONTINUOUS OR CANTILEVER SPANS WITH THE FOLLOWING MINIMUM PROPERTIES: Flo • 2,400 PSI, Fv • 165 PSI, Fc • 650 PSI (PERPENDICULAR), E • 1,800,000 P51. ENGINEERED WOOD BEAMS AND I -JOIST CONTRACTOR 514ALL SUBMIT 514OP DRAWINGS AND SPECIFICATIONS FOR APPROVAL BY BUILDING OFFICIAL. DESIGN, FABRICATION AND ERECTION IN ACCORDANCE WITH THE LATEST iCC EVALUATION REPORT. BEAMS DESIGNATED AS 'PSL' SHALL HAVE THE MINIMUM PROPERTIES: Fb = 2,900 PSI, Fv • 290 PSI, Pc = 150 PSI (PERPENDICULAR), E = 2,000,000 PSI. BEAMS DESIGNATED AS 'LVL' SHALL HAVE THE MINIMUM PROPERTIES: Pb • 2,600 PSI, Pv • 285 PSI, Fc = 150 PSI (PERPENDICULAR), E = 1,900,000 PSI. BEAMS DESIGNATED AS 'LSL' SHALL I4AVE THE MINIMUM PROPERTIES: Pb • 1,100 PSI, Fv = 400 PSI, Pc • 680 PSi (PERPENDICULAR), E = 1,300,000 PSI. CALCULATIONS SHALL INCLUDE DEFLECTION AND CAMBER REQUIREMENTS. DEFLECTION SHALL BE LIMTED AS FOLLOWS: FLOOR LIVE LOAD MAXIMUM • L/480, FLOOR TOTAL LOAD MAXIMUM = L/240. PLANNING APPROVED • No changes can be made. to these plans without approval from the Planning Division of DDD X, Approved By: ...!; Gate: DI t ATI (TINUEP) 1 BITUMINOUS COATING. 2.3 POUNDS PER SQ YD. OF ACRYLIC MODIFIED CEMENT 3. COAT OF SURFACE BONDING CEMENT COMPLYING WITH AWN C 881 4. ANY MATERIAL APPROVED FOR WATERPROOFING M SEC. R4062 5.OTHER APPROVED METHODS OR MATERIALS. EXCEPTION: PARGJG OF UNIT MASONRY WALLS 15 NOT REQUIRED WHERE A MATERIAL 15 APPROVED FOR DIRECT APPLICATION TO THE MASONRY WATERPROOFING N AREAS WHERE HIGH WATER TABLE OR OTHER SEVERE SOIL -WATER CONDITIONS ARE KNOWN TO EXIST, EXTERIOR FO11IDATION WALLS 11441 RETAIN EARTH OR ENCLOSE INTERIOR SPACES AND FLOORS BELOW GRADE SHALL BE WATERPROOFED FROM 114E TOP OF FOOTING TO FINISHED GRADE. WALLS SHALL BE WATERPROOFED N ACCORDANCE WITH ONE OF THE FOLLOWING. I.2 -FIX 1401 MOPPED FELT 2.55 POUND ROOF ROLLING 3. 6 -MIL POLYVINYL CHLORIDE 4. 6 -MIL POLYETHYLENE 5.40 -MIL POLYMER -MODIFIED ASPHALT 6. 60 -MIL FLEXIBLE POLYMER CEMENT 1. 1/8' CEMENT -BASED, FIBER -REINFORCED, WATERPROOF COATING 8. 60 -MIL SOLYANT-FREE, LIQUID -APPLIED SYNTHETIC RUBBER EXCEPTION: ORGANIC-SOLVANT-BASED PRODUCTS SUCH AS HYDROCARBONS, CHLORINATED HYDROCARBONS, KETONS AND ESTERS SI4ALL NOT BE USED FOR ICF WALLS WITH EXPANDED POLYSTYRENE FOAM MATERIAL USE OF PLASTIC ROOFING CEMENTS, ACRYLIC COATINGS, LATEX COATINGS, MORTARS AND PARGINGS TO SEAL ICF WALLS IS PERMITTED. COLD -SETTING ASPHALT OR HOT ASPHALT SHALL. CaFORM TO TYPE C OF ASTM D 449.1401 ASPHALT SI4ALL BE APPLIED A7 A TEMPERATURE OF LESS 11441 200 DEG. F. ALL JOINTS N MEMBRANE WATERPROOFING SHALL BE LAPPED AND SEALED WITH AN ADHESIVE COMPATIBLE WITH 114E MEMBRANE. ExtEvia• - Pooms, WIND L t8 WINDOWS SHALL BE INSTALLED AND FINISHED N ACCORDANCE WITI4 144E MANUFACTURER'S WRITTEN INSTALLATION INSTRUCTIONS. WRITTEN INSTALLATION INSTRUCTIONS SHALL BE PROVIDED BY THE MANUFACTURER FOR EACH WINDOW. ALL SKYLIGHTS AND SKY WALLS 10 BE LAMINATED GLASS UNLESS NOTED OTHERWISE SECTION R310 -EMERGENCY ESCAPE 4 RESCUE OFNGS SLEEPING ROOMS 514ALL, HAVE AT LEAST ONE OPERABLE EMERGENCY AND RESCUE OPENING. SUCH OPENING SHALL OPEN DIRECTLY INTO A PUBLIC STREET, PUBLIC ALLEY, YARD OR COURT, THE NET CLEAR OPENING DIMENSIONS REQUIRED BY THIS SECTION SHALL BE OBTAINED BY THE NORMAL RATION OF TH EMERGENCY ESCAPE AND SCUE OPENING FRO(" i THE INSIDE. MINIMUM OPENING AREA: ALL EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL HAVE A 111N. NET t• CLEAR OPENING OF 5:1 SQ. FT. A MEW. P5� FSADE FLOOR OPENINGS SHALL HA1 prO i f MINIMUM OPENING HEIGHT: THE 11114. NET CLEAR Oi anv▪ • OPENINGS EIGN ALL BE 24 INCHES. MINIMUM OPENING WIDTH: THE MIN NET CLEAR OPENING WIDTH SI4ALL BE 20 INCHES. MAXIMUM SILL HEIGHT: MAX. 44' IN DWELLING UNITS, WHERE THE OPENING OF AN OPERABLE WiNDOW IS LOCATED MORE THAN 12' ABOVE THE FINISHED GRADE OR SURFACE BELOW, THE LOWEST PART OF THE CLEAR OPENING OP THE WINDOW SHALL BE A MINIMUM OF 24' ABOVE THE FINISHED FLOOR OF THE ROOM IN WHICH THE WINDOW iS LOCATED. SAFETY GLAZING SHALL BE INSTALLED N THE FOLLOWING LOCATIONS OR AS OTHERJASE REQUIRED PER IRC SECTION R308. 1. SIDE HINGED DOORS 2. SLIDING GLASS DOORS AND PANELS IN SLIDING 4 BI -FOLD CLOSET DOOR ASSEMBLIES 3. STORM DOORS 4. SHOWER AND BATH TUB, HOT TUB, WHIRLPOOL, SAUNA, STEAM ENCLOSURES 5. GLAZING W/ THE EXPOSED EDGE WITHIN A 24' ARC OF EITHER VERTICAL EDGE OF A DOOR IN THE CLOSED POSITION 4 BOTTOM EDGE IS LESS THAN 60' ,4,;3OVE THE WALKING SURFACE +€ I 6. GLAZING GREATER THAN 9 SP. AND LESS THAN 18' ABOVE FINISHED FLOOR - 1. GLAZING iN GUARDRAILS REVIEWED FOR CODE COMPLIANCE APPROVED JUL 0 9 2013 i1J 1. City of u ila BUILDING ISION INSTALLED FILE COPY It No. *-11)?3 ord Iia :c .t + Recett 8. GLAZING LESS THAN 18' ABOVE FINISHED FLOOR 9. STAIRWAYS, LANDINGS 4 RAMPS WITHIN 36' HORIZONTAL OF WALKING SURFACE AND 60' ABOVE ADJACENT WALKING SURFACE tiECI-IANICAL HEATING EQUIPMENT ALL WARM -AIR FURNACES SHALL BE LISTED AND LABELED BY AN APPROVED AGENCY AND INSTALLED TO LiSTED SPECIFICATIONS. NO WARM -AIR FURNACES 51-1ALL BE INSTALLED INA ROOM USED OR DESIGNED TO BE USED ASA BEDROOM, 154T1 -ROOM, CLOSET OR IN ANY ENCLOSED SPACE WITH ACCESS ONLY THROUGH SUCH ROOM OR SPACE, EXCEPT DIRECT VENT FURNACE, ENCLOSED FURNACES AN ELECTRIC HEATING FURNACES. LIQUEFIED PETROLEUM GAS -BURNING APPLIANCES SHALL NOT BE INSTALLED IN A PIT. BASEMENT OR SIMILAR LOCATION WHERE HEAVIER THAN AIR GAS MIGHT COLLECT. APPLIANCES SO FUELED SHALL NOT BE INSTALLED IN AN ABOVE GRADE UNDER FLOOR SPACE OR BASEMENT UNLESS SUCH LOCATION IS PROVIDED WITH AN APPROVED MEANS FOR REMOVAL OF UNBURNED GAS. HEATING AND COOLING EQUIPMENT LOCATED INA GARAGE AND WHICH GENERATES A GLOW, SPARK OR FLAME CAPABLE OF IGNITING FLAMMABLE VAPORS SHALL BE INSTALLED WITH THE PILOTS AND BURNERS OR HEATING ELEMENTS AND SWITCHES AT LEAST 18' ABOVE THE FLOOR LEVEL. TEMPERATURE CONTROL THE PRIMARY SPACE CONDITIONING SYSTEM WITHIN EACH DUELLING UNIT SHALL BE PROVIDED WITH AT LEAST ONE PROGRAMMABLE THERMOSTAT FOR THE REGULATION OF TEMFERTURE WSEC SEC. 5038. VENTILATION GROUP R OCCUPANCIES SHALL BE PROVIDED WITH VENTILATION SYSTEMS WHICH COMPLY WITH THE SECTION M15085 OF THE 2009 IRC AND WASHINGTON STATE AMENDMENTS. MINIMUM SOURCE -SPECIFIC VENTILATION IS REQUIRED IN THE FOLLOWING LOCATIONS AND AS OTHERWISE SPECIFIED: A. BATHROOMS: 50 cfm B. LAUNDRIES: 50 cfm C. WATER CLOSETS: 50 cfm D. KITCHENS: 100 cfm EVERY FACTORY BUILT CHIMNEY, TYPE L VENT, TYPE B GAS VENT OR TYPE BW GAS VENT SHALL BE INSTALLED IN ACCORDANCE WITH THE TERMS OF 115 LiSTING, MFR'S INSTALLATION INSTRUCTIONS AND APPLICABLE CODE REQUIREMENTS. A TYPE L VENTING SYSTEM SHALL TERMINATE NOT LESS THAN 2 PEET ABOVE THE HIGHEST POINT WHERE THE VENT PASSES THROUGH THE ROOF OF THE BUILDING AND AT LEAST 2' HIGHER THAN ANY PORTION OF THE BUILDING WITHIN 10' OF THE VENT. INTEGRATED 24 HR WHOLE HOUSE VENTILATION SYSTEM. SEC 111508.5 • INTEGRATED WHOLE HOUSE VENTILATION SYSYEMS SHALL PROVIDE OUTSIDE AIR At THE RATE USING SECTION 1115083. INTEGRATED FORCED -AIR VENTILATION SYSTEMS 5HALL DISTRIBUTE OUTDOOR AIR TO EACH HABITABLE ROOM THROUGH THE FORCED AIR SYSTEM DUCTS. • USING A SUPPLY FAN W/ MANUAL 4 MOTORIZED DAMPER • FAN TIMER EXTERNALLY LOCATED ON THE SIDE OF FURNACE. 220 RCFM REQUIRED W/ A RUN TIIIIE OP 8 HRS. MIN. FAN MUST • OURS 80 VENTILATION L ERATE LEAST E CTI EFFECTIVENESS EVERY41 8E1.1.0 (OPERATION DESCRIPTION 70 BE PROVIDED i LABELED SYSTEM TO BE TESTED At FINAL INSPECTION UTILTY ROOM NOTES/MAKE UP AIR: 1 WHERE THE EXHAUST DUCT IS CONCEALED WITHIN THE BUILDING CONSTRUCTION, THE EQUIVALENT LENGHT OF 114E EXHAUST DUCT SHALL BE IDENTIFIED ON A PERMANENT LABEL OR TAG. THE LABEL OR TAG SHALL BE LOCATED WITHIN 6 FEET OP THE EXHAUST DUCT CONNECTION. 2. INSTALLATIONS EXHAUSTING MORE 1HA14 200^CF1 SHALL BE PROVIDED 1111114 MAKE UP AIR. WHERE A CLOSET 15 DESIGNED FOR THE INSTALLATION OF. A CLOTHES DRYER 414 OPENING HAVING AN AREA OP NOT LESS 114414100 SQ. INCHES FOR MAKE UP AIR SI4ALL BE PROVIDED 114 THE CLOSET ENCLOSURE, OR MAKE AIR SHALL BE PROVIDED BY OTHER APPR = 100 SQ INCH TRANSFER GRiLL PER INC 504.5 DRILLI1s0 AND NOTCI-III%0 8'I B. DRILLING AND NOTCHING STUDS. PER SEC R602.6 DRILLING AND NOTCHING OF STUDS SHALL BE M ACCORDANCE WITH THE FOLLOWING: I. NOTCHING. ANY STUD MAN EXTERIOR WALL OR BEARING PARTITION MAY BE CUT OR NOTHCED TO DEPTH NOT EXCEEDING 25 PERCENT OF ITS Wi0T14. STUDS IN NONBEARING PARTITIONS MAY BE NOTCHED 10 A DEPTH NOT TO EXCEED 40 PERCENT CF A SINGLE STUD WIDTH. 2. DRILLING. ANY STUD MAY BE BORED OR DRILLED, PROVIDED THAT THE DIAMETER OF 114E RESULTING HOLE IS NO MORE THAN 60 PERCENT THE HOLE IS NO MORE 11-1414 % NCH (I6mm) OF THE STUD WiDTH, THE EDGE OF TO THE EDGE CP THE STUD, AND THE HOLE IS NOT LOCATED 114 THE SAME SECTION ASA CUT OR NOTCH. STUDS LOCATED 114 EXTERIOR WALLS OR BEARING PARTITIONS DRILLED OVER 40 PERCENT AND UP TO 60 PERCENT SHALL ALSO BE DOUBLED WITI4 NO MORE I -144 11U° SUCCESSIVE DOUBLED STUDS BORED. SEE FIGURES R602b(U AND R602b(2). - EXCEPTION: USE OF APPROVED STUD SHOE5 15 PERMITTED WHEN THEY ARE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S RECOht1ENDATICNS. DRILLING AND NOTCHING OF TOP PLATE. PER SEC R602bJ WHEN PIPING OR DUCTWORK 15 PLACED 114 OR PARTLY IN 414 EXTERIOR WALL OR INTERIOR LOAD BEARING WALL, NECESSITATING CUTTING, DRILLINIG OR NOTCHING OF THE TOP PLATE BY MORE 1141 50 PERCENT OF ITS WIDTH, A GALVANIZED METAL TIE OF NOT LESS THAN 0.054 ING4 THICK (131mm) (16 ga) AND lyz INCHES (38mm) WIDE SHALL BE FASTENED ACROSS AND 10 THE PLATE AT EACH SIDE OF THE OPENING WITH NOT LESS 114414 EIGHT 16d NAILS AT EACH SIDE OF EQUIVALENT SEE FIGURE R602b.1. - EXCEPTION: WHEN THE ENTIRE SIDE OF THE WALL WITH THE NOTCH OR CUT IS COVERED BY WOOD STRUCTURAL PANEL SHEATHNG. IN6PECTICN6 AND ElsECIRCEMENT POSTING OF CERTIFICATE WSEC 105.4 A PERMANENT CERTIFICATE SHALL BE POSTED WITHIN THREE FEET OF TI4E ELECTRICAL DISTRIBUTION PANEL THE CERTIFICATE SHALL BE COMPLETED BY THE BUILDER OR REGISTERED DESIGN PROFESSIONAL. 114E CERTIFICATE SHALL LIST THE PREDOMINANT R -VALUES OF INSULATION INSTALLED IN OR ON CEILING/ROOF, WALLS, FOUNDATION (SLAB, BASEMENT WALL, CRAWLSPACE WALL AND/OR FLOOR), AND DUCTS OUTSIDE THE CONDITIONED SPACES, U -FACTORS FOR FENESTRATION, AND THE SOLAR MEAT GAIN COEFFICIENT (SHGC) OF FENESTRATION. WHERE THERE 15 MORE 114,41 ONE VALUE FOR EACH COMPONENT, TI4E CERTIFICATE SHALL LIST THE VALUE COVERING THE LARGEST AREA 114E CERTIFICATE SHALL LiST THE TYPE AND EFFICIENCY OF HEATING, COOLING, AND SERVICE WATER HEATING EQUIPMENT, DUCT LEAKAGE RATES INCLUDING TEST CONDITIONS AS SPECIFIED IN SECTION 503.102, AND AIR LEAKAGE RESULTS IF A BLOUER DOOR TEST WAS CONDUCTED. DUCT LEAKAGE TESTING: DUCTS SI4ALL BE LEAK TESTED IN ►T R RSpP,EC0IEDTINF200339' Ap?T�C Mske21.3MDUCT LEA CAGE HVAC DUCTS MAY NOT DISPLACE REQUIRED INSULATION AND BUILDING CAVITIES MAY NOT BE USED AS DUCTS PER 503.10.1 UJSEC BUILDING AIR LEAKAGE TESTING 2009 WSEC SEC. 502.45 TESTING SHALL OCCUR AT ANY TIME AFTER ROUGH IN AND AFTER INSTALLATION OF PENETRATIONS OF THE BUILDING ENVELOPE. WHEN REQUIRED BY THE BUILDING OFFICIAL 114E TEST SHALL BE CONDUCTED 114 THE PRESENCE OF DEPARTMENT STAFF. T1 -IE BLOWER DOOR TEST RESULTS SHALL BE RECORDED ON THE CERTIFICATE REQUIRED 114 SEC. 1054. LIG441611%0 WSEC SECTION 505 505.1 INTERIOR LIGHTING: A MINIMUM OF 50 PERCENT OF ALL LUMINAIRES SHALL BE HIGH EFFICACY LUMINAIRES. - EXCEPTION: LIGHTING TWAT COMPLIES WITH THE PRESCRIPTIVE LIGI4TING OPTION IN SECTION 1520 OR THE LIGHTING POWER ALLOWANCE OPTION 114 SECTION 1530. 5052 /5053 EXTERIOR LIGHTING: LUMINAIRES PROVIDING OUTDOOR LIGHTING AND PERMANENTLY MOUNTED TOA RESIDENTIAL BUILDING OR TO OTHER BUILDINGS ON THE SAFE LOT SHALL BE HIGH EFFICACY LUMINAIRES. - EXCEPTIONS: I) PERMANENTLY INSTALLED OUTDOOR LUMINAIRES THAT ARE NOT 441G14 EFFICACY SHALL BE ALLOWED PROVIDED THEY ARE CONTROLLED BY A MOTION SENSORS) WITH INTEGRALt FHOTOCONTROL PHOTOSENSOR 2) PERMANENTLY INSTALLED LUMINAIRES IN OR AROUND SWIMMING POOLS, WATER FEATURES. 5053 LINEAR FLUORESCENT FIXTURES: LINEAR FLUORESCENT FIXTURES MUST BE FITTED WITH 1-8 OR SMALLER LAMPS (SUt NOT 1-10 OR 1-12 LAMPS). STAIRWAY ILLUMINATION PER SEC 303.6 iRC ALL INTERIOR AND EXTERIOR STAIRWAYS SHALL BE PROVIDED WITH MEANS 10 ILLUMINATE THE STAIRS, INCLUDING THE LANDINGS AND TREADS. INTERIOR STAIRWAYS 514ALL BE PROVIDED WITH AN ARTIFICIAL LIGHT SOURCE LOCATED IN THE IMMEDIATE VICINITY OF EACH LANDING OF THE SYAiRWAY. EXTERIOR STAIRWAYS SHALL BE PROVIDED WITH AN ARTIFICIAL LiGHT SOURCE LOCATED IN THE IMMEDIATE VICINITY OF TI4E TOP LANDING OF TI4E STAIRWAY. REVISIONS No changes shallbe to the scope of work without prior approval of RECEIVED Tukwila Building Division. !CITY OF TUKWILA 1 and may include additional plan review fees. NOTL7-.: Revisions will require a new plan submittal MAY 2 8 2013 � PERMIT CENTER Dt v1 * REFER TO PLAN FOR OPTION SELECTION* GLAZING AREA % OF FLOOR •A 13% ALL GLAZING 10 BE IN COMPLIANCE WITH THE LATEST WASHINGTON STATE ENERGY CODE. TOTAL GLAZING AREA AS % OF GROSS FLOOR AREA • WINDOW AREA/FLOOR AREA= % GLAZING U -FACTOR VERTICAL OvERNEAD 034 0.50 U - 020 CEILING R-49 a ADV VAULTED CEILING R-38 - XT, 11;21 R-21 R-10 112213 R-30 11 25% 0.32 0.50 020 III UNLIMITED 0.30 0.50 020 R-49 aristi aDV R=38 -2I R-21 R-10 R-30 R2' -I0 R -I0 2' R-38 iMit R-21 R-10 U.229 R-10 2' 3i w •E�� Q z 2+a • ; VI' moo 4oo o A Z z - 4e4 wu'1�1• PLAN L2-2802 GARAGE RIGHT 1. Contractor or builder must verify all dimensions before proceeding with construction. 2. This plan was designed to be marketed throughout many municipalities. The purchaser must verify compliance with all local applicable building codes where the home is to be constructed. 3. Purchaser should have plans reviewed by a lic- ensed builder and struct- ural engineer for compli- ance to specific site con- ditions. 4. These plans should not be altered by other than a qualified designer, archi- tect, or structural engineer. Plan No: Date: 2013 N-1 RECEIVED CITY OF TUKWILA JUN 0 7 2013 PE IMIT CENTER RECEIVED JUN 11 2013 TUKWILA PUBLIC WORKS I CGMPLETE LTR# R. Y d)420 1)4g-. T WEATHER RESISTANT BARRIER OVER SHEATHING OR SUBSTRATE FINISH SIDING 6SM TRIM FLASHING WITH 3" MIN. VERTICAL LE6 HORIZONTAL. WOOD TRIM HORIZ. TRIM AT SHEATHING/WOOD STUDS N.T.S. 2x6 EXTERIOR WALL 1/16' PLY OR OSB SHEATHING, Trp. SIDING PER ELEVATIONS OVER VAPOR BARRIER, PRE -FINISHED CONTINUOUS SWEETMETAL FLASHING, TYP. COMP. ROOFING OVER VAPOR BARRIER ATOP 1/16' PLY OR OSB SHEATHING, TVP. TRUSS OR RAFTER PER PLAN 'OOP 10 WALL. PLASHING DETAIL. N.T.S. 12 MASONRY VENEER- GENERAL NOTES - MAXIMUM THICKNESS 5 INCHES 4 30 FEET HEIGHT. - SDC D1 t D2 MAXIMUM 4 INCHES THICK 4 MUST HAVE WALL BRACING. - NOT OK TO SUPPORT ADDITIONAL LOADS ON MASONRY VENEER. - MINIMUM 3/4 GAP BETWEEN TOP OF VENEER STRUCTURAL FRAME INCLUDING ROOF RAFTERS. - METAL TIES MAXIMUM 24 INCHES HORIZONTAL 4 VERTICAL SPACING. - TIES IN SDC 01 4 02 MUST SUPPORT NO MORE THAN 2 SQ FT OF WALL AREA (I -100K INTO VENEER REINFORCEMENT WIRE. - FLASHING TO EXTERIOR REQUIRED AT ALL OPENINGS 4 I-IORIZONTAL TRANSITIONS. - MINIMUM 3/16 INCH WEEPHOLES REQUIRED ABOVE FLASHING MAXIMUM 33 INCHES ON CENTER. - AIR SPACE MINIMUM 1 INCH - MAXIMUM 4 1/2 INCHES BETWEEN SHEATHING 4 VENEER OR MORTAR OR GROUT FILL OVER WEATHER -RESISTANCE MEMBRANE. - WATER RESISTANT BARRIER REQUIRED BEHIND THE EXTERIOR VENEER PER R1032 12 12 OPT 3RD CAR GARAGE SEE SHEET 5 \\\\\\\\1111 \ \ 1111•1111•11111 \\\\\\\\\_\\\\ \\\\\\\\\_\\\\ \\\\\\\\\__ \\\\\\ AMIE V At \\ Dom\\\\\\\\ u�,�,a \\\\ \\\\\\\\\ \ ' la \\\\\\\\\\r \\\\\\\1111•11FAI\\\\\\\\ \\\\\\\\\ \\\\\\\\\\\_\\\\\\\\\ �\ \\\\\\\\\ \%\\\\ \\\\\�)•'�y,/ \\\\\\\\\ e\\\NV/M1 \\\\\\\ gyp\vvvyvy vvv WEST REAR ELEVATION 12 OPT 3RD CAR GARAGE SEE SHEET 5 500 RIGHT LVATION REVIEWED FOR CODE COMPLIANCE APPROVED JUL 0 9 2013 -.....-- ,.....<,, N' ,,,,,.._ ,:...,,,.„...,...\\, ,, ‘, \\\\_\\\\\\\\\-�\��.. _, �� _ „ _. �_ , , ���,'_\_ �� \\°°���\\ %ice ' N � \\\� -11111/- \IPI City of Tukwila BUILDING DIVISION \\\\\\\ \\\%\\ \\\\\\\\ \\\\\\\\\ \\ GABLE END DECO BRACE COMP ROOF BOARD * BATT SIDING CEDAR SHAKE SIDING 5/4xS BARGE W/ 1X3 RAKE TRIM 12 5/4x6 WINDOW , DOOR d CORNER TRIM to FRONT 5/4x4 CORNER BP'S 5/4x6 BAND W/ 2X3 CAP 6" EXP. HORIZ. SIDING CONT. GUTTER "LEFT ELEVATION va°=r-o" STONE VENEER (ADHERED) 6RADE TO SLOPE AWAY FROM FOUNDATION A MIN. \u OP 6" WITHIN THE FIRST 10' 71 - COPYRIGHT 2010 Landmark Design Inc. AUL R GHTS RESERVED FRONT ELEVATION I/4"=1' -O" HOUSE NUMBERS TO BE vISIBLE t LEGIBLE WITH CONTRASTING BACKGROUND FROM THE STREET FRONTING THE HOUSE. ADDRESS NUMBER SHALL BE MIN. 4' HIGH 4 A MIN. STROKE WIDTH OF 1/2' PER SEC. 8319.1 1. Contractor or builder must verify all dimensions before proceeding with construction. 2. This plan was designed to be marketed throughout many municipalities. The purchaser must verify compliance with all local applicable building codes where the home is to be constructed. 3. Purchaser should have plans reviewed by a lic— ensed builder and struct— ural engineer for compli— ance to specific site con— ditions. 4. These plans should not be altered by other than a qualified designer, archi— tect, or structural engineer. Plan No: L2-2802 Date: 5-22-13 1 ---'''-, \ \\\\\\\\1111 \ \ 1111•1111•11111 \\\\\\\\\_\\\\ \\\\\\\\\_\\\\ \\\\\\\\\__ \\\\\\ AMIE V At \\ Dom\\\\\\\\ u�,�,a \\\\ \\\\\\\\\ \ ' la \\\\\\\\\\r \\\\\\\1111•11FAI\\\\\\\\ \\\\\\\\\ \\\\\\\\\\\_\\\\\\\\\ �\ \\\\\\\\\ \%\\\\ \\\\\�)•'�y,/ \\\\\\\\\ e\\\NV/M1 \\\\\\\ gyp\vvvyvy vvv WEST REAR ELEVATION 12 OPT 3RD CAR GARAGE SEE SHEET 5 500 RIGHT LVATION REVIEWED FOR CODE COMPLIANCE APPROVED JUL 0 9 2013 -.....-- ,.....<,, N' ,,,,,.._ ,:...,,,.„...,...\\, ,, ‘, \\\\_\\\\\\\\\-�\��.. _, �� _ „ _. �_ , , ���,'_\_ �� \\°°���\\ %ice ' N � \\\� -11111/- \IPI City of Tukwila BUILDING DIVISION \\\\\\\ \\\%\\ \\\\\\\\ \\\\\\\\\ \\ GABLE END DECO BRACE COMP ROOF BOARD * BATT SIDING CEDAR SHAKE SIDING 5/4xS BARGE W/ 1X3 RAKE TRIM 12 5/4x6 WINDOW , DOOR d CORNER TRIM to FRONT 5/4x4 CORNER BP'S 5/4x6 BAND W/ 2X3 CAP 6" EXP. HORIZ. SIDING CONT. GUTTER "LEFT ELEVATION va°=r-o" STONE VENEER (ADHERED) 6RADE TO SLOPE AWAY FROM FOUNDATION A MIN. \u OP 6" WITHIN THE FIRST 10' 71 - COPYRIGHT 2010 Landmark Design Inc. AUL R GHTS RESERVED FRONT ELEVATION I/4"=1' -O" HOUSE NUMBERS TO BE vISIBLE t LEGIBLE WITH CONTRASTING BACKGROUND FROM THE STREET FRONTING THE HOUSE. ADDRESS NUMBER SHALL BE MIN. 4' HIGH 4 A MIN. STROKE WIDTH OF 1/2' PER SEC. 8319.1 1. Contractor or builder must verify all dimensions before proceeding with construction. 2. This plan was designed to be marketed throughout many municipalities. The purchaser must verify compliance with all local applicable building codes where the home is to be constructed. 3. Purchaser should have plans reviewed by a lic— ensed builder and struct— ural engineer for compli— ance to specific site con— ditions. 4. These plans should not be altered by other than a qualified designer, archi— tect, or structural engineer. Plan No: L2-2802 Date: 5-22-13 1 WEST REAR ELEVATION 12 OPT 3RD CAR GARAGE SEE SHEET 5 500 RIGHT LVATION REVIEWED FOR CODE COMPLIANCE APPROVED JUL 0 9 2013 -.....-- ,.....<,, N' ,,,,,.._ ,:...,,,.„...,...\\, ,, ‘, \\\\_\\\\\\\\\-�\��.. _, �� _ „ _. �_ , , ���,'_\_ �� \\°°���\\ %ice ' N � \\\� -11111/- \IPI City of Tukwila BUILDING DIVISION \\\\\\\ \\\%\\ \\\\\\\\ \\\\\\\\\ \\ GABLE END DECO BRACE COMP ROOF BOARD * BATT SIDING CEDAR SHAKE SIDING 5/4xS BARGE W/ 1X3 RAKE TRIM 12 5/4x6 WINDOW , DOOR d CORNER TRIM to FRONT 5/4x4 CORNER BP'S 5/4x6 BAND W/ 2X3 CAP 6" EXP. HORIZ. SIDING CONT. GUTTER "LEFT ELEVATION va°=r-o" STONE VENEER (ADHERED) 6RADE TO SLOPE AWAY FROM FOUNDATION A MIN. \u OP 6" WITHIN THE FIRST 10' 71 - COPYRIGHT 2010 Landmark Design Inc. AUL R GHTS RESERVED FRONT ELEVATION I/4"=1' -O" HOUSE NUMBERS TO BE vISIBLE t LEGIBLE WITH CONTRASTING BACKGROUND FROM THE STREET FRONTING THE HOUSE. ADDRESS NUMBER SHALL BE MIN. 4' HIGH 4 A MIN. STROKE WIDTH OF 1/2' PER SEC. 8319.1 1. Contractor or builder must verify all dimensions before proceeding with construction. 2. This plan was designed to be marketed throughout many municipalities. The purchaser must verify compliance with all local applicable building codes where the home is to be constructed. 3. Purchaser should have plans reviewed by a lic— ensed builder and struct— ural engineer for compli— ance to specific site con— ditions. 4. These plans should not be altered by other than a qualified designer, archi— tect, or structural engineer. Plan No: L2-2802 Date: 5-22-13 1 16'-11' 30'-0' S/0x4/0 XOX 4/0 XO SSG. MASTER BEDROOM VAULTED CEILING MASTER. BATH j 8 CLG. %iY /H/.47/ ...5.547AVAVAZY A7ArY///////.47449.7.4% AY//Lry CLOSET 8' CLG. iQ PAIR L y ///1 W././/U7////////1//1!71/1/ /4Ill7474////. //////1111/1 BEDROOM 2 8' CLG. EF. • UTILITY N -1 8' CLG. \I __tel w 3 d i/ an M ;n zzzz 1t BP 'n BEDROOstot 3 8' CLG. OPEN TO BELOW 11OOV S.D. in •41- /4///Ilfill/////////11//1/// .//11/1//////// Y////A9AIMIFI IFWA9AIKWA9A9AFIVAV QdflH9A9A9A9AWA9A BCGATH. cErriP 50 S 0 '0 A ,ten • M iD 30'-0' 8/0x6/0 XOX METAL INSTAL SPECS SQ. IN. D.V. CO RED P TIO OPT. FIREPLACE LOCATION GENERAL NOTES: 1. ALL WORK TO BE IN CONFORMANCE WITH 2009 IRC. 2. VENT ALL EXHAUST FANS, DRYER VENTS AND RANGES TO OUTSIDES. 3. VENT WATER HEATER PRESSURE RELIEF VALVES TO OUTSIDE. 4. PROVIDE FIRE BLOCKING AT ALL PLUMBING AND MECHANICAL PENETRATIONS. 5. ALL SHOWER WALLS TO BE WATERPROOF TO MINIMUM 12' ABOVE DRAIN. 6. SHOWER TO BE LIMITED TO MAXIMUM 2.5 G DINING 4. ROOM J 9' CLG 61 EATING BAR =11-CHEN W/ MICRO ABOVE 100OGFIB" I EF. rr0,00 J1• • NTRY ' CLG 1. ALL GLAZING WITHIN 60' ABOVE Di3A /ET TOS \\\ BE SAFETY GLASS. 8. ALL GLAZING WITHIN 24' • P - • - \\\\\ N OF FLOOR TO BE 8 SGL 4 , `\\ ... 9. SMOKE DETECTORS =INSTAL -CIN THE FOLLOWING L•'$$�„„ ONS: INE ., \ L�-ING OUB -SIDE EACH SEPE -�v\ 17- SLEEP! ' A \' DIATE VICINITY • SED - • ,� v 5. �� EACH ADDITIONAL��- OF T ;DWE LING, CLUING SA CEMENTS ��a�� k AB t ATTICS. ARMS TO BE INTE • I 1 � N SUCI-1 A MANNER THAT ACTUATION OF ONE %AM't WILL ACTIVATE ALL OF THE ALARMS IN THE INDIIDUAL UNIT. v vn .AY9/64'/S.�d�B•�iiY�W/l9�IIYh91fH/i444�K4f i9AY�/W�4• ASW Sb9/H�////f!/R4•7i974,179 LL9/H//////9/A Pi. MECH (10. CHASE A9A9,A�/ 8314 eiP BEDROOM 4 VAULTED CLG 2/'' 4/0 FX 55 /0x4/6 XO OKE ALARM -CARBON MONOXIDE COMBO. PROV IDE CARBON MONOXIDE ALARMS PER SEC. 315.1 %,N APPROVED CARBON MONOXIDE ALARM SHALL BE INSTALLED OUTSIDE OF EACH SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE BEDROOMS. PER 2009 IRC 4 WA. STATE AMENDMENTS SEC 8315.1. 11. INSULATE ALL WATER PIPES PER UPC SEC 313.6 MINIMUM R-3 INSULATION 12. FLEX GAS PIPING IS TO BE PROTECTED PER G2415.5. PIPING SHALL BE PROTECTED U1/ No 16 GAGE BTL. SHIELD PLATES IS NOTCHED OR BORED AND HAND S IAALL THE HXTEENNPIPE MIN. O 4' ABOVE OVEER SOLE PLATES, BELOW TOP PLATES AND TO EACH SIDE OF A STUD, JOIST OR RAFTER 13. ATTIC 4 CRAWL ACCESS HATCHES OR DOORS SHALL BE WEATHERSTRIPPED AND INSULATED TO A LEVEL EQUIVALENT TO THE INSULATION ON THE SURROUNDING SURFACES 14. WHOLE HOUSE VENTILATION 24 NR TIMER, READILY ACCESSIBLE 4 WITH LABEL AFFIXED TO CONTROL THAT READS 'WHOLE HOUSE VENTILATION' (SEE OPERATING INSTRUCTIONS) 4'-10' 10'-6 1'-0' 3'-11' • 2006-2009 WSEC 503.11 Pipe Insulation: All piping shall be thermally insulated in accordance with Table 5-12. EXCEPTION: Piping installed within unitary HVAC equipment. M' Cold water pipes outside the conditioned space shall be insulated in accordance with the Washington State Plumbing Code (Chapter 51-56 WAC). 30'-0' 19'-0' 7A W RETIG. C PANTRY O O . z7/.77-70 UPPER FLOOR PLAMa.� IRC 304.6 Outdoor combustion air for gas appliance 304.6 Outdoor combustion air shall be provided throng 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 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. 7 47/13311,1111 12'-6' W ///%///// /i/j/,i//// %//,a://////// /N///%///i%/%/%//////%/////% %////%/// VO/'%/%///// / OPTIONAL GUEST ROOM X 3/4 BATH PAIR /A///Y/'/.Y%///.Y/O/////ArIV/iine.d'//Ai' .1' '/iYGY/.f%//////////�I/////�'//1'/�'/�/�1/�/O//// .f iW T -T NOTES (DETAIL THIS 514T.) - PROVIDE EXPANSION TANK F . - PROVIDE SEISMIC STRAPPING - TPRV TO TERMINATE TO OUTSIDE - PILOT 4 CONTROLS VELI. IMPACT TO BE 18' MIN. BARRIER OFF FLOOR - PER ASH RAE OPT 3/0 90-A-80 BOOR 1 WOODSTEEL DOOCOR 20 MINN.RSATED GARAGE USE 1/2' GWS ON ALL WARM AND STRUCTURAL WALLS. (1) LAYER 5/8' TYPE 'X' ON CEILINGS. WRAP ALL EXPOSED POSTS AND BEAMS IN 1/2' GLUM ING AT ' TO BE L NCHES F THRESHO XIT' D RT D. (R31 16/0 x 8/0 O.H. DOOR 16'-3' R.O. COPYRIGHT 2010 Landmark Deakin Ino. ALL RICITS RESERVED REVIEWED FOR CODE COMPLIANCE APPROVED JUL 0 9 2013 BLUE 18 AWG TRACER MEAL WAATERDSERVI El - PIPING PER UPC 604.8. City of Tukwila BUILDING DIVISION 30'-0' 19'-0' 9'-6' MAIN FLOOLAN MAIN FLOOR: UPPER FLOOR: TOTAL: GARAGE: FRONT PORCH: 1244 SQ. FT. 1558 SQ. T. 2802 S. FT. S11 SQ. FT. ci 1 SQ. T. t 3 9,t7 RECEIVED CITY OF TUKWILA MAY 2 8 2013 PERMIT CENTER ALL GLAZING TO EE IN COMPLIANCE WITH THE LATEST WASHINGTON STATE ENERGY CODE. TOTAL GLAZING AREA AS A% OF GROSS FLOOR AREA = 311 6F/2802=13.45 %_ GLAZING AREA % CP FLOOR AREA GLAZING U -FACTOR VERTICAL OYERWEAD CEILIN 4 VAULTED CEILING ELQQE 13% 034 050 020 R-49 a 38 ADV R-38 R-21 R -2I R -I0 R-30 R2' -I0 II 25% 032 050 020 orAk38 R-38 R - 2I R-21 R-10 R-30 R-10 2' III UNLIMITED 0.30 050 020 Jr111 R-38 R -2I R-21 R-10 UQ� R-10 2' 1. Contractor or builder must verify all dimensions before proceeding with construction. 2. This plan was designed to be marketed throughout many municipalities. The purchaser must verify compliance with all local applicable building codes where the home is to be constructed. 3. Purchaser should have plans reviewed by a lic- ensed builder and struct- ural engineer for compli- ance to specific site con- ditions. 4. These plans should not be altered by other than a qualified designer, archi- tect, or structural engineer. Plan No: L2-2802 Date: 3-22-13 2 30'-0' 6x6 P.T. POST W/ PB BASE ON 30'x30'x12' CONCRETE FTG, W/ 3-04 BARS E.W. • 4 BARS 18' O.C. 1 I I 30'x30'x8" CONCRETE FTG. w/ 3-04 BARS EACH WAY 40-1104 4' CONC. SLAB OVER 4' COMPACT SAND AND GRAVEL BASE SLOPE 3' TO DOORS 48'x48'X8' CONCRETE F'I'G. w/ 5-04 BARS EACH WAY 4x4 RT. POST r- W/ PB BASE ON 24'x24'x12' • CRETE FTG. " 4 :: ARS IS' C. 4' CONC. SL OVER 4' • - ACT SAND AND GRA L BASE OUNnATION PLAN COPYRIGHT 2011 Landmark Design Inc. ALL RIG14T8 RESERVED 4' 0 SCHED. 40 STL. BOLLARD 4-3/8'X3' ANCHOR BOLTS (SIMPSON TITAN HD OR EQ) 4' CONCRETE SLAB SIDE VIEW VEHICLE IMPACT BARRIER DETAIL REVIEWED FOR CODE COMPLIANCE APPROVED JUL 0 9 2013 City of Tukwila BUILDING DIVISION • 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. EC 250.50. A concrete encased grounding electrode is required in all new concrete footings. The electrode shall consist of at least 20 feet of 1/2" 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 along side any vicinity footing rebar and shall protrude 8" min. above top of foundation wall near location of power panel.) FOUNDATION NOTES: 1. ALL FOOTINGS TO BEAR ON FIRM UNDISTURBED SOIL 2. ALL WOOD IN CONTACT WITH CONCRETE TO BE PRESSURE TREATED. 3. ALL BEAMS TO BE 4x10 DFL"2 ON 4x4 POSTS (4x6 AT SPLICES) ON 24' DIA. x 8' CONC. PADS UNLESS NOTED OTHERWISE. 4. ALL POSTS TO BE ANCHORED AGAINST LATERAL MOVEMENT. 5. SOLID BLOCK AT ALL POINT LOADS FROM ABOVE. 6. FLOOR JOISTS SHOULD BE SUPPORTED LATERALLY AT EACH END AND AT EACH SUPPORT, BY SOLID BLOCKING OR BY ANOTHER APPROVED METHOD. 1. PROVIDE MINIMUM 18'-24' CRAWL ACCESS. • CRAWL ACCESS HATCHES OR DOORS SHALL BE WEATHERSTRIPPED AND INSULATED TO A LEVEL EQUIVALENT TO THE INSULATION ON THE SURROUNDING SURFACES 8. PROVIDE CRAWL SPACE VENTILATION PER IRC. • FOUNDATION VENTS SHALL BE PLACED SO THAT THE TOP OF THE VENT IS BELOW THE LOWER SURFACE OF THE FLOOR INSULATION 9. INTERIOR GRADE OF CRAWL SPACE SHALL BE SLOPED TO DRAIN AND INSURE THE REMOVAL OF WATER 10.® INDICATES POINT LOAD FROM ABOVE 11 ® INDICATES 'SIMPSON' HOLDOWN 12. SEE SHEARWALL SCHEDULE FOR ANCHOR BOLT SIZE 4 SPACING. 1.0 bt3•• B7 RECEIVED CITY OF TUKWILA MAY 2 8 2013 PERMIT CENTER VENTILATION USE 3'x3'x1/4' GALVANIZED STEEL SQUARE PLATE WASHERS FOR ALL ANCHOR BOLTS CRAWL SPACE VENTILATION TOTAL NET FLEE AREA REQ'D 1244/150 = 829 SQ. FT. PROVIDE SCREENED VENTS FOR VENTILATION W/ ONE OPENING WITHIN 3'-0' OF EACH CORNER OF THE BLDG. PER SEC. R408 z cn • ; 04 .d z :.a a zg 00 u co o0 72 tr. z!ay, � • N N► O .. 1. Contractor or builder must verify all dimensions before proceeding with construction. 2. This plan was designed to be marketed throughout many municipalities. The purchaser must verify compliance with all local applicable building codes where the home is to be constructed. 3. Purchaser should have plans reviewed by a lic— ensed builder and struct— ural engineer for compli— ance to specific site con— ditions. 4. These plans should not be altered by other than a qualified designer, archi— tect, or structural engineer. Plan No: L2-2802 Date: 5-22-13 3 VENTILATION CALCULATIONS 4 REQUIREMENTS AT LEAST 50% 4 NOT MORE THAN 80% CF REQUIRED VENTS SHALL 8E N UPPER PORTION OF VENTILATED ROOF SPACE (MK 3' ABOVE SAVE OR CORNICE VENTS) WITH THE BALANCE OF REQUIRED VENTILATION PROVIDED BY EAVE VENTING. PER IRC 806J ENCLOSED ATTICS AND ENCLOSED RAFTER SPACES FOR WHERE CEILINGS ARE APPLIED DIRECTLY TO THE UNDERSIDE CF ROOF RAFTERS SHALL HAVE CROSS VENTILATION OF EACH SEPERATE SPACE BY VENTILATING OPENING$ PROTECTED AGAINST TIE ENTRANCE OF RAIN OR SNOW. VENTILATNG OPENINGS SHALL 8E PROVIDED WITH CORROSION RESISTANT WIRE MESH, WITH t8' MIN. 4 4' MAX OPENINGS. IF EAVE VENTS ARE INSTALLED INSULATION SHALL NOT OBSTRUCT THE FREE FLOW OF AIR (MIN. I' SPACE 1:E111EEN INSULATION AND ROOF SHEATHNG O VENT LOCATION. BAFFLNG OF THE VENT OPENINGS SHALL BE INSTALLED. BAFFLES WALL BE RIGID AND WIND -DRIVEN MOISTURE RESISTANT. IF FEASIBLE BAFFLES SHOULD BE INSTALLED FROM THE TOP OF THE OUTSIDE OF THE EXTERIOR WALL, EXTENDING HUARD, TO A POINT 6' VERTICALLY ABOVE TT4E I4EIGHT CF NON-COMPRESSED INSULATION, 4 12' VERTICALLY ABOVE LOOSE FILL INSULATION. (ALL CALCULATIONS WILL BE NET FREE AREA) UPPER ROOF: 1,165 SQ Ft. OF ATTIC AREA/300.4.88 80. FT. CP VENTILATION REQUIRED (103 SGL INCHES) HIGH VENT • 351.5 Sq. In. (8 VENTS) LOW VENT • 3515 Sq. In. 1,0U1ER ROOF: 181 SQ PT. OF ATTIC AREA/300. b0 SQ Ft. OF VENTILATION REQUIRED (89 SQ. IDES) HIGH VENT • 445 Sq. in. (I VENT) LOW VENT • 445 Sq. In. NOTE: EAVE VENTNG PROVIDED BY (3)-I 1/2' DIAMETER 'BIRD HOLES' PER SAVE BLOCK (54' Sq. In. PER BLOCK). NOTE: UPPER ROOF VENTING PROVIDED BY 1'x1' ROOF VENTS. (49 * N. PER VENT) ROOF FRAMING NOTES: 1. ALL HEADERS TO BE 4x8 DP +2 UNLESS NOTED OTHERWISE. HEADERS AT EXTERIOR WALLS 4 WARM WALLS TO 8E INSULATED W/ R-10 RIGID INSULATION 2. ALL OTHER TRUSSES: • SHALL CARRY MANUFACTURERS STAMP. • SHALL HAVE DESIGN DETAILS AND SPEC- IFICATIONS ON SITE FOR FRAME INSPECTION. • SHALL BE INSTALLED AND BRACED PER MANUFACTURERS SPECIFICATIONS. 3. NO TRUSS SHALL 8E FIELD -MODIFIED WI PRIOR CONSENT OF THE TRUSS ENGINEER THE BUILDING DEPARTMENT: 4. PROVIDE ATTIC ACCESS MINIM 22'x30' PE IRC SEC 801J • ACCESS HATCHES OR DOORS SHALL \� BE WEATHERSTRIPPED AND INSULATE�� ,� ..- L EQUIVALENT TO THE INSULATION ON TH= '_¢RiOUNDING SURFACES 5. PROVIDE ATTIC VENTILATION PER IRC SECTION R806. ALL FRAMING TO COMPLY WITH IRC SECTION 8602. NAIL SIZE AND SPACING TO CaPORM TO IRC SECTION R602, TABLE 86023. APPLIANCE IN ATTIC NOTES: PER 2009 IMC 306.3 4 2009 IRC M1305.13 I. ATTICS CONTAINING APPLIANCES SHALL BE PROVIDED WITH AN OPENING AND A CLEAR UNOBSTRUCTED PASS- AGEWAY LARGE ENOUGH TO ALLOW REMOVAL OF THE LARGEST APPLIANCE, BUT NOT LESS THAN 30' HIGH AND 22' WIDE AND NOT LONGER THAN 20' LONG MEASURED ALONG THE CENTERLINE OF THE PASSAGEWAY FROM THE OPENING TO THE APPLIANCE. THE PASSAGEWAY SHALL HAVE CONTINUOUS SOLID FLOORING, NOT LESS THAN 24' WIDE. A LEVEL SERVICE SPACE AT LEAST 30' DEEP 4 30' WIDE SHALL BE PRESENT ALONG ALL SIDES OF THE APPLIANCE WHERE ACCESS 15 REQUIRED. 2. PROVIDE A LUMINAIRE CONTROLLED BY A SWITCH LOCATED AT THE REQUIRED PASSAGEWAY OPENINGS AND A RECEPTACLE OUTLET SHALL 15E PROVIDED AT OR NEAR THE APPLIANCE. 3. PROVIDE 2X12 PLATFORM W/ 2 -LAYERS 3/4' PLYUJOOD ATOP BOTTOM CHORD OF MFG. TRUSS THAT MEETS THE REQUIRED CLEARANCES. USE R49 INSULATION UNDER PLATFORM. (I LAYER OF R-38 HIGH DENSITY (10 1/4') 4 I LAYER R -1I (3 1/2') 4. NO AIR CCEONDITIONINNG TO BE INSTALLED AT ATTIC. 5. PROVIDE GCONDEENSATION LINE FFRNOM PAN SWITCH. I> TERIOR FOR DRAINAGE. CONT. DBL. TOP PLATE R -I0 RIGID INSULATION no EXTERIOR SIDE OP WALL (stompARE& KING STUD EXTERIOR PLYWOOD TRIMMER HEADER/INSULATION DETAIL NTS LSTA30 - I4DR 4 SILL TO 3x BLOCKING. 8/52 LSTA24 - BEAM TO TOP PLATE 4121 6X6 Pt POST W/ CCQ CAP 4 PB BASE 1/2 x9/2 LVL 4x SOFFIT AND INSULATE AT COVERED PATIO LTED CLG LINE MECHANICAL PLATFORM BUILT INTO MFG. TRUSSES SEE TRUSS SPECS FOR DETAI ACCESS PER IRC <301 ATTI% 1.1 PROVIACCDE 22'X36' FO ATTIC iAL__ E REVIEWED FOR CODE COMPLIANCE APPROVED JUL 0 9 2013 City of Tukwila BUILDING DIVISION VAULTED LG LINE 6. C REFER TO SHEAR WALL SCHED. 4X4 PT POST W/ EPC CA 4 PB BASE T1 -1D26 HANGERS PER TRUSS MFG. 12' 0.1-1 DeC5 GI TO TOP 4/ 52.0 O.H. 3) 2x6 GIRDER TRUSS MANF. TRUSSES e24'OC. MANF. TRUSSES •24'0.C. LSTA30 - I4DR 4 SILL TO 3x BLOCKING. 8/52.0 FRAMING NOTES: L ALL MULTIPLE JOISTS OR BEAMS MUST BE BOTH GLUED AND NAILED W/ Sd NAILS 0 24' O.C. NAILED TOP 4 BOTTOM STAGGERED EA SIDE. 2. ALL HEADERS TO BE 4x8 DF 02 UNLESS NOTED E ICNlS IARR8-At TED E RRI,4LLS < tl __WALLS TO 3. SOLID BLOCK BENEATH ALL PONT LOADS FROM ABOVE. 4. SOLID BLOCK OR BRIDGE At MIDSPAN OF ALL FLOOR JOISTS WITH SPANS GREATER THAN 5. FLOOR JOISTS SHOULD 8E SUPPORTED LATERALLY AT EACH AND AT EACH SUPPORT BY SOLID BLOCKING OR BY ANOTHER APPROVED METHOD. 6. INDICATES PONT LOAD FROM ABOVE. 1. o MSTC 40 STRAPS PER STRUCTURAL UNLESS NOTED OTI-ERWISE ROOSAMIN I/4" =1'-0" REFER TO SHEAR WALL SCHED. 4) 2x4 3) 2x4 SON FLOOR PizAM I NG PLAN RECEIVED ITV OF TUKWILA MAY 2 8 2C13 PERMIT CENTEFF ATTIC VENTILATION PER IRC SECTION 88062 THE NET FREE VENT AREA WITH SHALL OF REQUIRED V�ENNTAAREA BE VENTED, LOCATED MIN. 3' ABOVE EAVE VENTS. THE BALANCE L OF REQUIRED VENT AREA TO BE EA NOTE - FASTENERS POR TREATED WOOD TO BE HOT -DIPPED GALVANIZED, STAINLESS STEEL, SILICONE, BRONZE OR COPPER. STUD NOTCHING AND BORING - BEARING OR EXTERIOR WALL NOTCH 259, BORING 40%. - 60% BORING IF DOUBLED LESS OR EQUAL SUCCESSIVE STUDS. - NON-BEARING MAXIMUM NOTCH 40%, BORING 60%. - HOLES NO CLOSER THAN 5/8 INCH TO FACE OF STUD. • • • W .:.a a04 z qe Qi u 47. p °�do 1.4• 1. Contractor or builder must verify all dimensions before proceeding with construction. 2. This plan was designed to be marketed throughout many municipalities. The purchaser must verify compliance with all local applicable building codes where the home is to be constructed. 3. Purchaser should have plans reviewed by a lic- ensed builder and struct- ural engineer for compli- ance to specific site con- ditions. 4. These plans should not be altered by other than a qualified designer, archi- tect, or structural engineer. Plan No: L2-2802 Date: 5-22-13 4 LJ LJ 0 0 E Iin zoo ito DC5 GI TO TOP 4/ 52.0 COPYRIGHT 2010 Landmark Design Ino. ALL RIGHTS RESERVED FRONT ELEVATION MAW. TRUSSES *2r4'0.C. MANF. TRUSSES SEM 4X12 Fes t - CO'' d) ci r - ts E 2x6 4115 4X12 3. / / / / / / / 4' CONC. SLAB OVER 4' COMPACT SAND AND GRAVEL BASE SLOPE 3' TO DOORS 48'x48'x8' CONCRETE FTG. w/ 5-04 BARS EACH WAY 18'-I0' 16/0 x 8/0 O.N. DOOR 16'-3' R.O. ROOD PRAMING PLAN 16'-3' 19'-0' 2'-8' 10'-0' OPTIONAL BLOCKOUT FOR DOOR 6x6 P.T. POST W/ CBQ BASE ON 48'x48'x12' CONCRETE FTG. W/5-04 EA. WAY 10'-2' 8/0 x 8/0 O.H. DOOR 8'-3' R.0.1 29'-0' 8'-3' 10'-0' 1 FOUNDATION PLAN i 0 0 0 U ////// '7/ l/1.4 4/////l/)//////h//, // /G//////,//i/,7L:// //U/UG///r 10'-0' 6AR,6E USE 1/2' GWB ON ALL WARM AND STRUCTURAL WALLS. (1) LAYER 5/8' TYPE 'X' ON CEILINGS. WRAP ALL EXPOSED POSTS AND BEAMS IN 1/2' GWS NO DUCT OPENINGS IN GARAGE. DUCTS TI -{ROUGH CLG OR WALL COMMON TO HOUSE, MIN. 26 GAGE STEEL. 514 x 15 GLS �i.�iiliiiiiai/ LANDINGj OPT. DRI //////// )1/,///m / 1 IoPTI0NAL / LL LSTA 30 BEAM TO TOP PLATE IQ ' 6x6 P.T. POST �d W/ COQ CAP t CSQ BASE x �, 10'-0' A') J 8/0 x 5/0 0.1-1,. DOOR 8'-3' R.A. / / 16/0 x 8/0 0.14.DOOR 16'-3' R.O. 9'-6' 9'-6' 19'-0' 4'-6' / r 5'-6' 10'-0' bt3- 1 MAIN FLOOR FLAN/RAM ING 1/4"=1'-O° GARAGE : 5441 SO. FT. / 7 RECEIVED CITY OF TUKWILA MAY 2 8 2013 PERMIT CENTER col w • A z a 1. Contractor or builder must verify all dimensions before proceeding with construction. 2. This plan was designed to be marketed throughout many municipalities. The purchaser must verify compliance with all local applicable building codes where the home is to be constructed. 3. Purchaser should have plans reviewed by a lic— ensed builder and struct— ural engineer for compli— ance to specific site con— ditions. 4. These plans should not be altered by other than a qualified designer, archi— tect, or structural engineer. Plan No: L2-2802 Date: 5-22 5 1 {-fOU IRE -RES ISTIVE OVERHANG EAVES WiTI-11N 51-0' OF PROPERTY L iNE PER iRC 302 4 Tra-45LE 8302.1 FIRE BLOCKING AND DR4I TSTOPPING PER SEC. 302.11 1. IN COCEALED SPACES OF STUD WALLS AND PARTITIONS, INCLUDING FURRED SPACES AND PARALLEL ROWS OF STUDS OR STAGGERED STUDS, AS FOLLOWS: A. VERTICALLY AT TI -IE CEILING 4 FLOOR LEVELS B. HORIZONTALLY AT INTERVALS NOT EXCEEDING 101-0' 2. AT ALL INTERCONNECTIONS BETWEEN CONCEALED VERTICAL AND HORIZONTAL SPACES SUCH AS OCCUR AT SOFFITS, DROP CEILINGS AND COVE CEILINGS. 3. IN CONCEALED SPACES AT STAIR STRINGERS AT THE TOP AND BOTTOM OF THE RUN. ENCLOSED SPACES UNDER STAIRS SHALL COMPLY WITH SEC. R302.1 4. AT OPENINGS AROUND VENTS, PIPES, DUCTS, CABLES AND WIRES AT CEILING AND FLOOR LEVEL, WITH AN APPROVED MATERIAL TO RESIST THE FREE PASSAGE OF FLAME AND PRODUCTS OF COMBUSTION. 12 AF50 ROOF VENTS (50 SQ. IN. NET FREE AREA) EVERY 3RD TRUSS BAY SOLiD TIGHT FITTING TRUSS BLOCKING FASCIA BOARD 2x STUDS PER PLAN 1/16' SHEATHING SIDING PER PLAN W/ 3& Ul/36' IN ' kN-Th AF50 ROOF VENTS (50 SQ. IN. NET FREE AREA) EVERY 3RD TRUSS BAY SOLID TiGHT FITTING TRUSS BLOCKING FASCIA BOARD GA FILE NO. VVP 8105 GENERIC GYPSUM WALLBOARD, GYPSUM SHEATHING, WOOD STUDS EXTERIOR SIDE: One layer 48' wide 6/e" type X gypsum sheathing applied parallel to 2 x 4 wood studs 24" o.c. with VW galvanized roofing nails 4" o.c- at vertical Joints and 7" o.c. a intermediate studs and top and bottom plates. Joints of gypsum sheathing may be left untreated. Exterior cladding to be attached through sheathing to studs. INTERIOR SIDE: One layer 6/e" type X gypsum wallboard, water-resistant gypsum backing board, or gypsum veneer base applied parallel or at right angles to studs with 6d coated nails, 1718" long, 0.0915" shank, 1/1" heads, 7" o.c. (LOAD-BEARING) 1 HOUR FIRE Tihickness: Varies Approx. Weight: 7 psf Fire Test: See WP 3510 (UL R3501-47, -48, 9.17-65, UL Design U309; UL R1319-129, 7-22-70, UL Design U314) 1/16' SHEATHING 2x STUDS PER PLAN SIDING PER PLAN 5/5' SHEETROCK 1 HOUR IRE -RES I STI VE OVERHANG EAVES 4 WALL WiTI-1N 5' -0' OF PROPERTY L iNE PER iRC 302 4 TALE 1 302.1 5I 12 STAIR NOTES: i s s STRINGERS TO BE ARE BLOCKED AT BO1H TOP AND BOTTOM. ALL USABLE SPACE UNDER STAIRS TO BE 1 HOUR CONSTRUCTION. MAXIMUM RISE TO BE 7-3/4'. MINIMUM RUN TO BE 10'. MINIMUM HEAD HEIGHT TO BE 6'-8'. MINIIMUM STAIR WIDTH TO BE 36'. PROVIDE CONTINUOUS HAND RAIL 34' TO 38' OFF 1READ NOSING AND MUST EXTEND BEYOND BOTTOM 1READ. PROVIDE GUARD RAILS AT LANDINGS MINIIMUM 36' HIGH W/ CLEAR SPACE HANDGRIP PORTION OF HANDRAIL SHALL BE NOT LESS 1 1/4' NOR MORE THAN 2' IN CROSS SECTIONAL DIM. * WINDING STAIRS PER CURRENT I.B.C. * SPIRAL STAIRS PROVIDE MIN 7 1/2' RUN 0 A POINT 12' FROM WHERE TREAD IS NARROWEST PER CURRENT I.B.C. 4' SPHERE SMALL - NOT PAGE IMAM 4 1 IL41BJRAL TO OE PREEENT CN ON AT LEA6T OPE EIDE CP STAIR CflIG LAR c1 66 EECTiON CRI • MN. 4 2114' 1'WG Me:644A" HAVE A Ptt4 RADIU6pCR hr'. N N FaE1dH1: GUARLDRALE TO OE 3b• OMENS. FOR MARRED D GUARD. CH THIS SDEE CP STAIR TRIBADE *4L. NOT ALLAN A SPHERE 416 NOME 41172m) TO PAW THROWN. CONT HANDRAIL 34'-38' ABOVE TREAD NOSING. PICKETS PER IRC 312.1 ON OPEN SIDE I' PT RISERS P.T. 2X12 TREADS TO STRINGERS 2X4 timer CLOCK i' EPIRME MOLE to PA6611#t0143w orENINC4 BELOW STAIR WALL h' GUI a CEIL1421M, AND U ALES 43) 2212 STRINGERS PPE E OCJrINS a MD449AN AiO 14 61tD 141LL6 ALDO AND N LN! tuna 511114914148 R AMA UNDER STAID 161N76E ED INTERIOR 14L 3S ANGLE SUPPORT NO SCALE DECK JOISTS PER PLAN DBL JST 1MTL�HANGERS AT EA STRINGER 3-2X12 P.T. STRINGERS EXTERIOR DET ItAND NOTES TTIC VENTILATION PER IRC SECTION 88062, THE NET FREE VENT AREA SHALL SE 1/300 OF THE AREA TO BE VENTED, WITH 50% OF REQUIIRED VENT AREA TO BE LOCATED MIN. 3' ABOVE EAVE VENTS. THE BALANCE OF REQUIRED VENT AREA TO BE PROVIDED AT EAVES REVIEWED FOR 'CODE COMPLIANCE APPROVED JUL 0 9 2013 COMPOSTION ROOF W/ 30i1 INTERWOVEN FELT ON 1/2' 24/0 PLYWOOD SHEATHING ALL ROOF FLASHING TO BE MIN. 26 GA GALV. STEEL. MASTER 5ATI-I /)'a/jiitastitusti/ltifitttijjjjjjjIjjjjjj JJjjJj R-30 INSULATION evAIRAGE USE 1/2' GWS ON ALL WARM AND STRUCTURAL WALLS. (1) LAYER 5/5' TYPE 'X' CN CEILINGS. WRAP ALL EXPOSED POSTS AND BEAMS IN 1/2' GWS GRADE 1.1 LUIS 11 11HEM 1 l\ 1 1 \1 11-\ STUDY TYP. INT. WALL (2) 1/2' 2GWS x4 OP iE 2x4 STUD C 16'0C. 2x4 507. IE KITCHEN FLOOR CONSTRUCTION: 3/4' TTG PLYWOOD SUB-FLR GLUED 4 NAILED TO (SEE FRAMING PLAN FOR SIZE AND SPACING) NOOK R-50 INSULATION Mmom 1 R -S0 INSULATION 0 / It t // 11 I I , 11111 STUD NOTCHING AND BORING - BEARING OR EXTERIOR WALL NOTCH 25%, BORING 40%. - 60% BORING IF DOUBLED 4 LESS OR EQUAL SUCCESSIVE STUDS. - NON-BEARING MAXIMUM NOTCH 40%, BORING 60%. - HOLES NO CLOSER THAN 5/5 INCH TO FACE OF STUD. o f'‘) 1• I ,I 6 MIL VISQUEEN VAPOR BARRIER THROUGHOUT CRAWLSPACE. LAP SPLICES 12' MIN. BUILDING SECTION 3/811=It_QII Gta•AIALSPAGE COPYRIGHT 2010 Landmark Design Ina. ALL RIGHTS RESERVED 0 2x SCREENED EAVE VENT BLOCKS W/(3) 1'2' HOLES EACH - PROVIDE APPROVED INSULATION BAFFLE TO ENSURE i' MIN. AIR SPACE. TYPICAL EXTERIOR WALL: (2)2x6 TOP PLATES 2x6 STUDS a 16' O.C. 2x6 BOTTOM PLATE 1/2' SHT'G (APA RATED 24/0) AIR BARRIER EXTERIOR SIDING PER ELEV. R-21 INSULATION W/ CONT. VAPOR BARRIER (WARM SIDES) GYP.'' WI zzg 00 V Lar"0.4 v(FOOTING DRAINS) 'Gravel or crushed stone drains shall extend at le beyond the'outside edge of the footing and 6 inc the top of the footing and be covered with an filter membranematerial: Drainage tiles or pipe shall be placed on a minimum of 2 inches gravel or crushed rock at least one sieve size 1 the tile joint opening or perforation and covere less than 6 inches of the same material. Only footing drain filter fabric "filter membrane" sh excepted method placed over the top and si gravel or crushed rock covering the footi (R405.1) All perforated pipe shall be laid st oot ess •vee pp ed erfted f w hed rge ,<han wi ,_.; not ap • ved 11t>the e t�.the g Ain. wit the perforations down. For building additions, ne drains shall tie into the existing buildings footin shall extend to a designed discharge drainage sy to f ting dr s or 1. Cos actor or builder verify all dimensions b fore proceeding with nstruction. 4' CONCRETE SLAB SLOPE TO DRAIN 4' BARS I8' O.C. GRADE RECEIVED CITY OF TUKWILA MAY 2 8 2013 PERMIT CENTER 2. This plan was designed to be marketed throughout many municipalities. The purchaser must verify compliance with all local applicable building codes where the home is to be constructed. 3. Purchaser should have plans reviewed by a lic— ensed builder and struct— ural engineer for compli— ance to specific site con— ditions. 4. These plans should not be altered by other than a qualified designer, archi— tect, or structural engineer. Plan No: L2-2802 Date: 5-22-13 6 BASS CP WALL OXTAIL WOOD SHEATHING *1 4Vili • US PPER SHEET LAP TAPE OVER LOWER ST AT HEET) •� x (• TVPMN WAI I S. TAPE MEN. STAPLE VAPOR RETARDER BETWEEN JOISTS AND TO UNDERSIDE OF FLOOR SHEATHING GANTIL4vII RIO FLOOR OXTAIL PAflGWG M DAMPP CONC E FOUNDATION WALL TYPICAL WALL FINISH COAT BROWN COAT SCRATCH COAT WIRE LATH WEATHER RESISTANT BARRER MET STICCOWRAP PLYWOOD SHEATHING w.8' WOOD STUDS I R.21 Gar INSULATION IIT GYPSUM BOARD B TAPE/ CAULK TYVEK OVER METAL DRW EDGE CAULK METAL DRIP EDGE TO CONCRETE FOUNDATION WALL DAM OP WALL OXTAIL PROVIDE WOOD BLOCKNG MINIMALLY EXPANDING POLYURETHANE FOAM OR APPROVED CAULKING AROUND PENETRATOR W O X A WAIL HEAT WOODEKSEATHING EN PENETRATOR (ex. EXHAUST VENT) AULKINO FLANGE (SEALED TO PENETRATION) EAUTAPE TTVEK OWALL PONTPRATION CU?AIL N 110V S.D. / / LE JJ 1 0 0 r \<> n UPPER FLOOR LTSICAL o cAvk Q coveo.,,z‘G' 7 / i �J / G _a i Sekt‘ke- WP 1 I 1 1 0 9 LJ0 0 0 0 0 cp / • CLG OUTLET c MAIN FLOOR ELTSIAL X13- 1(87 SEPARATE PERMIT AND APPROVAL REQUIRED RECEIVED CITY OF TUKWILA MAY 2 8 2013 PERMIT CENTER NOTE - ALL INTERIOR AND EXTERIOR STAIRWAYS SHALL BE PROVIDED WITH A MEANS TO ILLUMINATE THE STAIRS, INCLUDING THE LANDINGS AND TREADS PER IRC 8303.6. ELECTRICAL KEY OVERHEAD CAN OUTLET DUPLEX OUTLET 220V OUTLET COMBO. EXT. PAN (VTOS) 4 LIGHT L�J COMBO SMOKE ALARM - CARBON MONO. DET. 1BACKUP ATTER CABLE T.V. JACK PHONE UNDER COUNTER LIGHTS GAS OUTLET HOSE BIBS EXT. FAN VTOS i�J • 5 • 04 • zi VI; ao • Fq u., :§ zA ® O N 1. Contractor or builder must verify all dimensions before proceeding with construction. 2. This plan was designed to be marketed throughout many municipalities. The purchaser must verify compliance with all local applicable building codes where the home is to be constructed. 3. Purchaser should have plans reviewed by a lic— ensed builder and struct— ural engineer for compli— ance to specific site con— ditions. 4. These plans should not be altered by other than a qualified designer, archi— tect, or structural engineer. Plan No: L2-2802 Date: 5-22-13 7 ♦ L`;� `���'"'J7 ,;� ` `�/ �, O 0� I �^WRAP 4 TYPICAL. 0 G • , �e /I�� '•^.',• ~ ' WALL I fiAiii- WOOD SHEATHING TWEK IAP MIOTAPE TWEK ' IO WWF EXPANDING y1y POLYURETHANE FOAM OR APPROVED CMILN (AROUND WINDOW RSO) AOMNG CONCRETE SILL w/ DRIP EDGE THROUGH -WALL FLASHING `7 El�!� I/i� M�At WA{l WINDOW WITH IMEGMIMW E RANGMINIMALLY MINIMALLY EXPANDING AULNING ]]yypp�D0SIyyl!ALIlI .7:41 . •, �I••. ' �' WOOEX D SHEATHING 0R POLYURETHANE FOAM OR APPROVEDGULK (AROUND WINDOW RSO) 1110. . WOOD SIDING WOOD SHEATHING MEN NOMEWRAP MINU.ULLV EXPANDING VIII i %EATING j,U,SONRY VEPEER ,/� 1'AflSPACE 1 WRAP MEN. INTO ,.i�// THEN OPEN WO A TAPEro ''// .:•,••� SILL (ESP.®CORNERS) •;7//I w E DR INSUUTON USING TYVEK ELENA/RAP I/OGYPSUM BEARD lAP6TA5P5ERRTNNYPPVEEEK11111 OVEAIL TOWERSHEE4kEET FASTEN TWEET FIEXWRAP4110.-"'" �I6EATHINO WRAP TYVEK W� ) /IM'OS0 SHEATHING w.8'WITODGTUDS w/ FM GTT INSULATION ?QVPSUM BOARD I.:, •W 151.00111/ WALL A TAPE TVVEKLAPMTAPE I' NMPA011 NAIL TYVEK FASTEN TINEK FLEXWRAP INSTALLTYVEK FLEXWND� POLYURETHANEFOAM OR • VER MOUNTING FLANGE UP APPROVED GLARING (AROUND WINDOW RSO) TWEN MTAPE JOWTS CORNER USING IXCHANICAL FASTENER INSTALL TWEE FLEXWGP CORNER USING MECHANICAL FASTENER INSTALLTWEE FLEX _ WITH INTEGRAL MOUNT FLANGE WINDOW 14D OXTAIL AROUND PERIMETER OF OPENING WINDOW 411.1. AIL AROUND PERIMETER OF OPENING _,; WMCOW *ILL COITAL ���. ,, • n 0 0 BASS CP WALL OXTAIL WOOD SHEATHING *1 4Vili • US PPER SHEET LAP TAPE OVER LOWER ST AT HEET) •� x (• TVPMN WAI I S. TAPE MEN. STAPLE VAPOR RETARDER BETWEEN JOISTS AND TO UNDERSIDE OF FLOOR SHEATHING GANTIL4vII RIO FLOOR OXTAIL PAflGWG M DAMPP CONC E FOUNDATION WALL TYPICAL WALL FINISH COAT BROWN COAT SCRATCH COAT WIRE LATH WEATHER RESISTANT BARRER MET STICCOWRAP PLYWOOD SHEATHING w.8' WOOD STUDS I R.21 Gar INSULATION IIT GYPSUM BOARD B TAPE/ CAULK TYVEK OVER METAL DRW EDGE CAULK METAL DRIP EDGE TO CONCRETE FOUNDATION WALL DAM OP WALL OXTAIL PROVIDE WOOD BLOCKNG MINIMALLY EXPANDING POLYURETHANE FOAM OR APPROVED CAULKING AROUND PENETRATOR W O X A WAIL HEAT WOODEKSEATHING EN PENETRATOR (ex. EXHAUST VENT) AULKINO FLANGE (SEALED TO PENETRATION) EAUTAPE TTVEK OWALL PONTPRATION CU?AIL N 110V S.D. / / LE JJ 1 0 0 r \<> n UPPER FLOOR LTSICAL o cAvk Q coveo.,,z‘G' 7 / i �J / G _a i Sekt‘ke- WP 1 I 1 1 0 9 LJ0 0 0 0 0 cp / • CLG OUTLET c MAIN FLOOR ELTSIAL X13- 1(87 SEPARATE PERMIT AND APPROVAL REQUIRED RECEIVED CITY OF TUKWILA MAY 2 8 2013 PERMIT CENTER NOTE - ALL INTERIOR AND EXTERIOR STAIRWAYS SHALL BE PROVIDED WITH A MEANS TO ILLUMINATE THE STAIRS, INCLUDING THE LANDINGS AND TREADS PER IRC 8303.6. ELECTRICAL KEY OVERHEAD CAN OUTLET DUPLEX OUTLET 220V OUTLET COMBO. EXT. PAN (VTOS) 4 LIGHT L�J COMBO SMOKE ALARM - CARBON MONO. DET. 1BACKUP ATTER CABLE T.V. JACK PHONE UNDER COUNTER LIGHTS GAS OUTLET HOSE BIBS EXT. FAN VTOS i�J • 5 • 04 • zi VI; ao • Fq u., :§ zA ® O N 1. Contractor or builder must verify all dimensions before proceeding with construction. 2. This plan was designed to be marketed throughout many municipalities. The purchaser must verify compliance with all local applicable building codes where the home is to be constructed. 3. Purchaser should have plans reviewed by a lic— ensed builder and struct— ural engineer for compli— ance to specific site con— ditions. 4. These plans should not be altered by other than a qualified designer, archi— tect, or structural engineer. Plan No: L2-2802 Date: 5-22-13 7 GLN ,4L ST UGTI.,4L NOTA S ALL CONSTRUCTION SMALL SE IN CONFORMANCE WITH THE INTERNATIONAL BUILDING CODE (IBC), 200 EDITION, WITH WASHINGTON STATE AMENDMENTS. DESIGN LADS: ROOF LIVE LOAD 25 PSF (SNOW) DEAD LOAD 15 PSF FLOOR LIVE LOAD 40 PSF (RESIDENTIAL) DEAD LOAD 10 PSF WIND BASIC WIND SPEED 85 MPH (3 SECOND GUST) EXPOSURE B, IW = 1.0, K = 1.0 SEISMIC EQUIVALENT LATERAL FORCE PROCEDURE SEARING WALL SYSTEM (LIGHT -FRAMED WALLS) SITE CLASS: D SEISMIC DESIGN CATAGORY: D 55 = 15 - IBC FIGURE 1613.5(1) SDS = 1.0, IE = 1.0, R=6.5 Cs=0.154 INSPECTIONS: NO SPECIAL INSPECTIONS ARE REQUIRED. NOTIFY THE BUILDING DEPARTMENT FOR INSPECTIONS REQUIRED BY LOCAL ORDINANCE. ALL PREPARED SOIL SEARING SURFACES SHALL SE INSPECTED SY A SOILS ENGINEER PRIOR TO PLACEMENT OF REINFORCING STEEL. FOUNDATIONS: PLACE FOOTINGS ON NATIVE OR COMPACTED SOIL WIN 1,500 PSF BEARING CAPACITY (ASSUMED). BOTTOM OF EXTERIOR FOOTINGS SHALL BE MINIMUM 1'-6 BELOW OUTSIDE FINISHED GRADE. BACKFILL WALLS WITH A WELL DRAINING MATERIAL FREE OF ORGANIC OBJECTS OR DEBRIS. CONCRETE: THE SELECTION OF MATERIALS FOR AND THE MIXING AND PLACING OF ALL CONCRETE SHALL CONFORM TO THE REQUIREMENTS OF THE INTERNATIONAL BUILDING CODE, 2009 EDITION. MATERIALS SHALL BE PROPORTIONED TO PRODUCE A DENSE, WORKABLE MIX HAVING MAXIMUM SLUMP OF 4 INCHES WHICH CAN BE PLACED WITHOUT SEGREGATION OR EXCESS FREE SURFACE WATER. USE MINIMUM F'c = 3,000 PSI WITH 55 SACKS OF CEMENT PER CUBIC WARD OF CONCRETE AND A MAXIMUM OF 5.2 GALLONS OF WATER PER 94 LB SACK OF CEMENT. ALL CONCRETE SHALL CONTAIN AN AIR ENTRAINING AGENT. THE AMOUNT OF ENTRAINED AIR SHALL BE 41/2% ±1.5% BY VOLUME. MAXIMUM SIZE OF AGGREGATE 15 11/2". ALL CONCRETE 51-IALL 13E POURED MONOLITHICALLY BETWEEN CONSTRUCTION OR EXPANSION JOINTS UNLESS SHOWN OTHERWISE. CONCRETE PURVEYORS/SUPPLIERS DELIVERY OR BATCH TICKET TO SE ON JOS SITE FOR BUILDING INSPECTOR VERIFICATION. REINFORCING STEEL: ALL ALL REINFORCING STEEL SHALL BE GRADE 40 (GRADE 60 IF NOTED) DEFORMED BARS IN ACCORDANCE WITH ASTM SPECIFICATION A-615. LAP ALL SPLICES 32 SAR DIAMETERS OR 1'-6" MINIMUM UNLESS OTHERWISE SHOWN. PROVIDE ELBOW BARS (32 DIA.) TO LAP IHORIZONTAL STEEL AT CORNERS AND INTERSECTIONS IN FOOTINGS AND WALLS. REINFORCEMENT SHALL BE ACCURATELY PLACED AND ADEQUATELY SUPPORTED BY APPROVED CHAIRS, SPACERS, OR TIES AND SECURED IN PLACE DURING GROUT OR CONCRETE PLACEMENT, MINIMUM CONCRETE COVER FOR REINFORCING STEEL: USE PROTECTION SLAB AND WALL BARS: INTERIOR FACES EXPOSED TO WEATHER OR EARTH FOOTING BARS 112 lye" (#5 AND SMALLER) 2" (#6 AND LARGER) 311 T ALL LUMBER SHALL BE AS FOLLOWS UNLESS NOTED OTHERWISE: SEAMS DF#2 OR BETTER POSTS HP2 OR SETTER 2x FRAMING 1-1P2 OR SETTER ALL 2x TIMBER SHALL BE KILN DRIED. ALL GRADES SHALL CONFORM TO "WWPA GRADING RULESFOR WESTERN LUMBER", LATEST EDITION. ALL WOOD IN CONTACT WITH CONCRETE SHALL BE PRESSURE TREATED. RE -TREAT ALL CUT ENDS, NOTCHES, AND DRILLED HOLES IN ACCORDANCE WITH AWPA M4. MAINTAIN MINIMUM 6" CLEAR BETWEEN WOOD AND EXPOSED EARTH. MAINTAIN 8" CLEAR BETWEEN EXPOSED EARTH AND NON; TREATED WOOD AT EXTERIOR FOUNDATION WALLS. ALL NAILS SHALL BE GALVANIZED BOX OR COMMON NAILS. FASTENERS IN CONTACT WITH PRESERVATIVE -TREATED WOOD 51-IALL SE OF HOT -DIPPED ZINC -COATED GALVANIZED STEEL OR STAINLESS STEEL IN ACCORDANCE WITH SECTION IBC 2304.95. ALL MINIMUM NAILING SHALL BE PER IBC TABLE 2304.9.1 U.N.O. MACHINE BOLTS TO BE A-301. SOLT HEADS AND NUTS BEARING AGAINST WOOD SHALL BE PROVIDED WITH STANDARD CUT WASHERS. MISCELLANEOUS HANGERS TO SE 'SIMPSON' OR ICC APPROVED EQUAL. ALL HANGERS TO SE FASTENED TO WOOD WITH PROPER NAILS AND ALL HOLES SHALL SE NAILED. GLUED LAMINATED FOOD MEMBERS: GLUED LAMINATED WOOD SEAMS (GLS) TO BE IN ACCORDANCE WITH ANSI/RITC STANDARD A190.1, AMERICAN NATIONAL STANDARD FOR STRUCTURAL GLUED LAMINATED TIMBER. USE STRESS GRADE COMBINATION 24F -V4 (Fb = 2,400 PSI) FOR SIMPLE SPANS AND 24F -V5 FOR CANTILEVER AND CONTINUOUS SPANS. SIMPLE SPANS SHALL BE CAMBERED ON A 3500' RADIUS LIMO. GLUE SHALL BE CASEIN WITH MOLD INHIBITOR. UNLESS OTHERWISE SPECIFIED, SEALER SHALL BE APPLIED TO ENDS OF ALL MEMBERS, BOTTOM LAMINATION TO SE FREE OF UNSOUND KNOTS LARGER THAN 1/2" DIAMETER. AIT0 STAMP AND CERTIFICATION REQUIRED. PREFABRICATED JOISTS: JOISTS SHALL SE AS NOTED ON TI -IE PLANS AND AS MANUFACTURED SY TRUSS JOIST WEYERHAEUSER OR APPROVED EQUIVALENT. JOISTS TO BE ERECTED IN ACCORDANCE WITN THE PLANS AND THE MANUFACTURER'S DRAWINGS AND INSTALLATION INSTRUCTIONS. CONSTRUCTION LOADS BEYOND NE DESIGN LOADS ARE NOT PERMITTED. PROVIDE ERECTION BRACING UNTIL SHEATHING MATERIAL NA5 BEEN INSTALLED. PROVIDE SOLID BLOCKING AT CONCENTRATED LOADS FROM ABOVE AND WEB STIFFENERS PER MANUFACTURER'S DIRECTIONS. JOIST HANGERS TO SE SIZED AND PROVIDED SY NE MANUFACTURER OR SUPPLIER LAMINATED VENEER LUMBER (LVL): LAMINATED VENEER LUMBER (LVL) TO SE BY TRUSS JOIST WEYERHAEUSER (MICROLAM) OR APPROVED EQUIVALENT (Fb = 2,600 P5I, E = 1,900,000 P51). MATERIAL SHALL BE DESIGNED 4 MANUFACTURED TO THE STANDARDS SET FORTH IN ESR -1387. SEARING LENGTH SHALL NOT SE LEGS TNAN I3/4". DO NOT CUT OR NOTCH SEAMS WITHOUT PRIOR APPROVAL OR ENGINEER. HEEL CUTS SHALL NOT OVERHANG INSIDE FACE OF SUPPORTING MEMBER. BEARING WALL FRAMING: ALL DOOR AND WINDOW HEADERS NOT CALLED OUT OR OTHERWISE NOTED ON THE PLANS SHALL BE 4x8 DF2 WITH ONE CRIPPLE AND ONE STUD EACH END FOR OPENINGS 5'-0" OR LESS AND TWO CRIPPLES AND ONE STUD FOR OPENINGS MORE THAN 5'-0" WIDE. ALL COLUMNS NOT CALLED OUT ON THE PLANS SHALL SE TWO (2) STUDS. SPIKE LAMINATED COLUMNS TOGETHER WITH 16d 6 12" 0.C. STAGGERED. STAGGER SPLICES AT TOP PLATES MINIMUM 48" AND NAILS WITH 16d 6 8"0.C. SHEAR WALLS: ALL SHEAR WALL SHEATHING NAILING AND ANCHORS SHALL BE AS DETAILED ON THE DRAIUINGS AND NOTED IN THE SHEAR W,4LL SCHEDULE. USE APA RATED SHEATHING (24/16) WITH A MINIMUM PANEL EDGE NAILING OF 8d 6 6" 0.C. UNLESS NOTED OTHERWISE. ALL SHEAR WALL NAILING SHALL BE COMMON WIRE OR GALVANIZED 50X NAILS. FASTENERS IN PRESERVATIVE -TREATED WOOD 51-IALL SE OF HOT -DIPPED ZINC -COATED GALVANIZED STEEL OR STAINLESS STEEL. BLOCK ALL UNSUPPORTED PANEL EDGES. ALL HEADERS SHALL HAVE STRAP CONNECTORS TO THE TOP PLATE AT EACH END WHEN THE HEADER INTERRUPTS THE TOP PLATE. USE 'SIMPSON' MStA24 CONNECTOR U.N.O. FLOOR AND ROOF FRAMING: DIMENSIONAL FRAMING MEMBERS SHALL BE FREE OF SPLITS, CHECKS, AND SNAKES. PROVIDE DOUBLE JOISTS UNDER ALL PARALLEL PARTITIONS THAT EXTEND OVER MORE THAN HALF THE �ENGTH AND ALL AROUND ALL OPENINGS IN FLOORS AND ROOFS U.N.O. APPLY 3/4" RATED SHEATHING (40/20) GLUED` AND NAILED TO FLOOR FRAMING MEMBERS WITH 801 COMMON OR GALVANIZED BOX NAILS AT 6" 0.C. AT ALL SUPPORTED EDGES AND 8d COMMON OR GALVANIZED BOX NAILS AT 12" O.C. AT INTERIOR SUPPORTS. APPLY 2 RATED SHEATHING (24/I6) ON ROOF NAILED TO STIFFENERS OR RAFTERS WITH Sd COMMON OR GALVANIZED 50X NAILS AT 6" O.C. AT SUPPORTED EDGES AND ad COMMON OR GALVANIZED BOX NAILS AT 12" 0.C. AT INTERIOR SUPPORTS. LAY SHEATHING PERPENDICULAR TO FRAMING AND STAGGER PANEL EDGES. ROOF TRUSSES: TRUSSES TO SE DESIGNED AND SUPPLIED IN ACCORDANCE WITH ANSI/TPI 1-2002, THE TRUSS CALCULATION PACKAGE SHALL BE PREPARED UNDER THE DIRECT SUPERVISION OF A PROFESSIONAL ENGINEER LICENSED IN THE STATE OF WASHINGTON. THE TRUSS ENGINEER SHALL ASSUME ALL RESPONSIBILITY FOR THE WORK OF ALL SUBORDINATES INVOLVED IN THE PREPARATION OF THE TRUSS PLACEMENT PLAN AND TRUSS DESIGN DRAWINGS. EACH TRUSS SHALL SE PLANT FABRICATED AND SHALE BEAR THE QUALITY CONTROL STAMP, MANUFACTURER'S NAME, DESIGN L0Ap, AND MAXIMUM SPACING, ALL MECHANICAL CONNECTORS SHALL BE ICC APPROVED AND LOADS SHALL BE IN ACCORDANCE WITH THE RECOMMENDED ALLOWABLE LOADS. MANUFACTURER SHALL PROVIDE ALL FRAMING -TO -TRUSS AND TRUSS -TO -TRUSS CONNECTION DETAILS AND REQUIRED CONNECTION MATERIALS. FABRICATOR SHALL SUBMIT 51-10P DRAWINGS TO THE BUILDING DEPARTMENT FOR APPROVAL PRIOR TO INSTALLATION AND VERIFY ALL TRUSS LENGTHS PRIOR TO FABRICATION. GENERAL CONSTRUCTION NOTES: ALL CONSTRUCTION SHALL CONFORM TO THE INTERNATIONAL BUILDING CODE (IBC), 2009 EDITION. THE CONTRACTOR SHALL SE RESPONSIBLE FOR ALL SAFETY PRECAUTIONS AND METHODS, TECHNIQUES, AND SEQUENCES OR PROCEDURES REQUIRED TO PERFORM THE SPECIFIED WORK. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND ALL CONDITIONS AT THE JOB SITE INCLUDING SUILDING AND SITE CONDITIONS SEFORE COMMENCING WORK AND BE RESPONSIBLE FOR SAME. THE CONTRACTOR SHALL PROVIDE TEMPORARY BRACING AS REQUIRED UNTIL ALL PERMANENT CONNECTIONS AND STIFFENERS WAVE SEEN INSTALLED. THE CONTRACTOR 51-IALL COORDINATE WITN THE SUILDING DEPARTMENT FOR ALL BUILDING DEPARTMENT REQUIRED INSPECTIONS. DO NOT SCALE DRAWINGS. USE ONLY WRITTEN DIMENSIONS: THE DETAILS SHOWN ARE TYPICAL AND SHALL BE USED FOR LIKE OR SI11LAR CONDITIONS NOT SHOWN. VARIATIONS AND MODIFICATIONS TO WORK SHOWN ON THE DR WINGS SHALL NOT BE CARRIED OUT WITHOUT THE WRITTEN PERMISSION FROM THE ARCHITECT OR EN (NEER. S =AR ALL SCH-D L= MARK MINIMUM SHEATHING (1) SHEATHING NAILING (1) ANCHOR BOLTS (3) REMARKS (4) 5/8" T1-11 8c16 6" 0.C. 5/8" 6 60" 0.C. Qa 1 = 230 PLF 4> OR 1/211 OSB 54$" T1-11 8c1e 4" 0.C. 543" 6 32" 0.C. Qa II = 350 PLF OR y2" OSB y2" CpX ad 6 3" O.C. 5/8" 6 16" O.G. Qall = 450 PLF OR OSB USE 3x STUDS AT ABUTTING PANEL EDGES 4 STAGGER NAILS R SEE DETAIL 12 / 52.0 FOR CONSTRUCTION NOTES 1) ALL WALLS DESIGNATED" D" ARE SHEAR WALLS. EXTERIOR WALLS SHALL BE SHEATHED WITH RATED SHEATHING (24/0) AND NAILED AT ALL PANEL EDGES (BLOCKED) PER SCHEDULE. EDGE NAILING AT TI -11 PANELS SHALL BE THROUGH EACH EDGE OF EACH PANEL. NAILING AT INTERMEDIATE FRAMING TO BE AT 12" 0.C. NAILING NOT CALLED OUT SHALL BE PER IBC TABLE 2304.9.1. 2) HOEDOWNS AND OTHER FRAMING HARDWARE SY SIMPSON STRONG TIE OR EQUIVALENT TO BE USED PER PLAN. ENDS OF 51 -EAR WALLS SHALL USE DOUBLE STUDS MINIMUM. 3) USE MINIMUM OF TWO (2) BOLTS PER SILL PIECE WITH ONE BOLT LOCATED NOT MORE THAN 12" NOR LESS THAN 5" FROM EACH END OF EACH PIECE. EMBED BOLTS MINIMUM OF 1" INTO CONCRETE. WASHERS TO BE 3" x 3" x 1/4" PER IBC SECTION 2308.12.8 AND OF HOT -DIPPED ZINC -COATED GALVANIZED STEEL. 4) ALLOWABLE LOADS ARE PERMITTED TO BE INCREASED 40% FOR WIND DESIGN IN ACCORDANCE UITH IBC SECTION 23063. .4c/ 31/2x91/2 LVL 4x10 --//////////, ////f///// /C\ LSTA30 - HDR 4 SILL TO 3x BLOCKING: (TYP. 2 PLACES) LSTA30 - I-1 *SILL TO 3x BLOCKING: (TYP. 2 PLACES) L_ _31/2 xll'/4 LVL v \ / UPPER FLOOR A = 1,558 SQ FT e 51/2 X12 GLS 5%2x12GLB 51/4x11'/4 LVL STEM IUALL 2'-0" A CONTINUOUS FTG. REINFORCEMENT d a MINIMUM A 2 MAX. STEPPED FOOTING DETAIL SCALE: 34" = 11_0" 1\ SCALE: NONE M,4IN FLOOR A = 1,244 SQ FT 1 ////////////////l/////////////// A = 311 SQ FT 51/2x15GLB 4x12 REVIEWED FOR CODE COMPLIANCE APPROVED JUL 0 9 2013 City of Tukwila BUILDING DIVISION b (3 (YP. OF 2) 87 RECEIVED CITY OF TUKWILA MAY 2 8 2013 PERMIT CENTER COPYRIGHT 2013, SEGA ENGINEERS • Black Diamond, Washington 98010 22939 SE 292nd Place • FAX 886-1016 (360) 886-1017 TilX11 II o. X11 E — I <1‹ 0 ilii 51 JOE 11-016 Al 1/2" RAND SHEATHING Sd 6 6" 0.C. EXTERIOR SHEATHING PER PLAN OR SCHEDULE lie" RATED SHEATHING Sd66"0.0. Sd 6 4" 0.C. 'SIMPSON' HI FRAMING ANCHOR EACH TRUSS. USE 1-1I0-2 AT DBL TRUSS. GABLE END TRUSS. SEE MANUFACTURER'S DRAUIINGS FOR OUTRIGGER LOCATIONS. 2x BLOCKING w/ 16d NAL 68"0.C. 1/2" RATED SHEATHING 2x BLOCKING 'SIMPSON' 435 e 48" 0.C. (16" 0.C. 6 SIM) RAFTER OR TRUSS PER PLAN 2x VENTED BLOCKING. END NAIL TO TRUSS ' EACH END w/ (2) Sd. SHEATHING AND NAILING PER PLAN OR SCHEDULE. DBL 2x TOP PLATE. LAP SPLICE 4'-0" MIN. 4 NAIL w/ 16d a 6" 0.C. STAGGERED 2x FRAMING PER PLAN. (BEAM AT SIM) DBL 2x TOP PLATE. LAP SPLICE 4'-0 MIN. 4 NAIL w/ 16d 6 6 0.C. STAGGERED. 2x BRACE PER TRUSS SUPPLIER OR 6 48" 0.C. SECURE w/ 'SIMPSON' 434 EACH END. 'SIMPSON' CONNECTOR PER PLAN. 2x STUD PER PLAN SHEATHING 4 NAILING PER PLAN OR SHEAR WALL SCHEDULE. 2x STUD (NOT 6 SIM) ROOF FRAMING 6 GA5LE END LOUDER ROOF FRAMING 6 SHEAR WALL SCALE: 1" = 1'-0" DBL 2x TOP PLATE 'SIMPSON' NOLDOUJN STRAP PER PLAN SHEATHING 4 NAILING PER PLAN. SPLICE TO OCCUR ON COMMMON MEMBER OR BLOCKING (3) 8d JOIST -TO -TOP PLATE U.N.O. MAINTAIN MIN. 112" END DISTANCE. 2x JOIST PER PLAN 8d e 4" 0.C. 3/4" SUBFLOOR 2x BLOCKING w/ 435 FRAMING ANCHOR TO "" TOP PLATE. 16d 6 4" O.C. SOLE PLATE NAILING. HDR PER PLAN. SHEATHING 4 NAILING PER PLAN OR SCHEDULE 8d 0 6" 0.C. UNO " SUBFLOOR '5IMPSON' HOLDOUJN PER PLAN " SUBFLOOR JOIST PER PLAN 2x DBL TOP PLATE. LAP SPLICE 4'-0" MIN. 4 NAIL w/ I6d e 6" 0.C. STAGGERED. SHEATHING 4 NAILING PER PLAN OR SCHEDULE. REVIEWED FOR CODE COMPLIANCE APPROVED JUL C 9 2013 TRIMMER STUD(S) JOIST PER PLAN LUS210 HANGER BEAM PER PLAN KING STUD City of Tukwila BUILDING DIVISION RATED 51-1EATHING 4 NAILING PER SCHEDULE. TYPICAL FLOOR FRAMING CONNECTION SCALE: I" = I'-0" SHEAR WALL FRAMING AT FLUSH SEAM SCALE: 1" = 1'-0" LSTA STRAP PER PLAN. CENTER ON TRIMMER OR KING STUD. (TYP) 2x SILL PLATE-\ 3x BLOCKING (TYP) 16d 6 S" 0.0. SOLE PLATE NAILING. 'SIMPSON' AC CAP (ALT. 1x4 GUSSET E4 SIDE w/ (6) 8d ) 4x4 PT POST (4x6 AT SPLICE) 'SIMPSON' MSTC40 I -HOEDOWN. ALIGN WITH EMBEDDED ST -ID TYPE HOLDOWN BELOW. 'SIMPSON' MAB ANCHOR (ALT. 434 ANCHOR TUJO SIDES) 8" FTG PER PLAN FINISH GRADE IS" MIN. 12" MIN. SHEAR UJALL FRAMING AT BEAM FLOOR FRAMING AT CRAWL SPACE SHEATHING 4 NAILING PER PLAN. MATCH WALL ABOVE U.N.O. SEE TYPICAL FLOOR FRAMING CONNECTION FOR ITEMS IN COMMON. 2x STUD 0 16" 0.C. USE DBL STUD 6 ENDS OF SHEAR WALLS 4 I-1OLDOUJNS. 6'-0" 4NCIOR BOLT w/ 3" x 3" x 1/4"MAX. WASHER. SEE SCHEDULE FOR SIZE AND SPACING. USE 5i84 AT 60" 0.C. U.N.O. 5I-1E�4R WALL FORCE TRANSFER DETAIL E5a 2.0 SCALE: 1" - I' -m" LST424 STRAP (FAR SIDE) 2x TOP PLATE IDR PER PLAN. 16" MINIMUM NAIL SHEATHING TO HDR w/ 8d e 3" O.C. EACH WAY. FASTEN TOP PLATE TO HEADER w/ (2) ROWS 16d AT 3" 0.C. (2) 2x STUDS (TYP.) SHEATHING 4 NAILING PER PLAN OR SCHEDULE 2x PT SILL w/ ANCHOR BOLT 4 3" x 3" x 1/4 111A51-1ER PER PLAN OR SCHEDULE. USE 545"4) 6 60" O.C. MN. 6" MIN. FINISH GRADE OR 12" MAX. SLAB ON GRADE 'SIMPSON' IOLDOUJN PER PLAN 1'-6" MIN.\ d 2x STUD PER PLAN. USE DBL STUD AT END OF SHEAR WALLS 4 NOLDOUJNS. SEE SHEAR WALL SCHEDULE FOR 3x STUDS. 4" SLAB ON GRADE OVER MIN. 6 MIL VAPOR BARRIER d #4 BAR - IORIZ. 4*41LBAR e 24" 0.C. - VERTICAL #4 BAR CONT. i 1'-4" FOUNDATION AT SLA5 ON GRADE SCALE: 1" = 1'-0" 2x STUD PER PLAN. USE MINIMUM 4/ (2) 2x STUD 6 ENDS OF SIEAR_/' WALLS 4 HOLDOWNS. SEE SHEAR WALL SCHEDULE FOR 3x STUDS. SHEATHING 4 NAILING PER PLAN. 6" MIN. I2" MX. 1'-6' MIN 2'-6" MAX. T S.. (14 *4 1d01"0.C.SOLE PLATE NAILIN. /" SHEATHIN ANCHOR BOLT w/ 3"x3"x1/4" WASHER. SEE SCHEDULE FOR SIZE AND SPACING. USE 5/s "4) AT 60" 0.C. U.N.O. 2x PT SILL AR - WORIZ. 'SIMPSON' HOLDOWN PER PLAN. #4 L BAR 624" 0.C. - VRT. #4 BAR CONTINUOUS �8"�1'-4" FOUNATION AT CRAUJL SPACE z�2.0) SCALE: NONE FINISHGRADE IS" MN r i 'SIMPSON' STHD TYPE HOLDOUJN PER PLAN. *4 BAR 6 10" 0.C. - HORIZ. 4'-" MAXIMUM 1" 0.C. - VERT. FINISH GRADE 1-4" 18" #4 BAR CONTINUOUSMINIMUM (TYP.) CRIPPLE WALL UJITII-I 5ACKFILL FOUNATION SCALE: 1" = 1-0" 10'0"MAXIMUM TOP OF STEM WALL ELEV. VARIES 'SIMPSON' NOLDOWN PERPLAN. USE STI-11)14UNO. 4x BLOCKING e MIDDLE 24" IF REQUIRED. 1/2" RATED SHEATHING (24/0 EXP I). NAIL w/ (2) ROWS 8d 63" 0.C. AT PANEL EDGES. (2) 2x PLATE. (NAIL SHT'G TO EA PLATE) 2x PT SILL (2) %114)ANCHOR BOLT w/ MIN. -1 EMEDMENT 4 3" x 3" x 1/4"ALVANIZED IE WA5HER. FOUNDATION PER PLAN. —MIN. 8" THICK STEM WALL w/ *4 BAR IORIZ. TOP 4 BOTTOM POTAL FAME PANEL RECEIVED SCALE: NONECITY OF TUKWILA MAY 2 8 2013 bk3_, 1 PIGT 2O1O,P4TMSRS JOB II -0-1&