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Permit D13-255 - CARY LANG CONSTRUCTION - LOT 5 - NEW SINGLE FAMILY RESIDENCE
CARY LANG CONSTRUCTION LOT 5 14761 62 AVE S D13-255 0 1------'LA wQs City of Tukwila Department of Community Development 20 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 1908 Phone: 206-431-3670 Inspection Request Line: 206-438-9350 Web site: http://www.TukwilaWA.gov Parcel No: Address: 3597000082 14761 62 AVE S • COMBOSFR PERMIT Project Name: CARY LANG CONSTRUCTION, LOT 5 Permit Number: D13-255 Issue Date: 11/12/2013 Permit Expires On: 5/11/2014 Owner: Name: Address: TUKWILA HEIGHTS LLC 19541 183RD WAY SE RENTON, WA, GIG HARBOR, WA, 98058 Contact Person: Name: CARY LANG Address: Contractor: Name: Address: License No: Lender: Name: Address: 29815 24 AV SW , FEDERAL, WA, 98027 CARY LANG CONSTRUCTION INC 29815 24 AV SW , FEDERAL WAY, WA, 98023 CARYLCI1010F OWNER: CARY LANG CONSTRUCTION 29815 24 AV SW , FEDERAL, WA, 98023 Phone: (206) 423-5055 Phone: (253) 661-6880 Expiration Date: 9/13/2014 DESCRIPTION OF WORK: SUBTYPE: NSFR STATUS: APPROVEDDESCRIPTION: CONSTRUCTION OF 2812 SF SFR WITH 577 SF GARAGE AND 135 SF OF COVERED DECK. PUBLIC WORKS ACTIVITIES INCLUDE: TESC, LAND ALTERING, STORM DRAINAGE INCL. INFILTRATION WITH POSSIBLE OVERFLOW TO EXISTING STORM SYSTEM WITHIN 62nd AVE. S., SAN. SIDE SEWER, PERM. 3/4" WATER METER, RESIDENTIAL FIRE LINE, AND UNDERGROUNDING FOR POWER. TRANSPORTATION IMPACT FEE. TRAFFIC CONCURRENCY. Project Valuation: $385,149.27 Fees Collected: $16,996.06 Type of Fire Protection: Sprinklers: YES Fire Alarm: YES Type of Construction: Occupancy per IBC: Electrical Service Provided by: TUKWILA FIRE SERVICE Water District: TUKWILA Sewer District: TUKWILA SEWER SERVICE Current Codes adopted by the City of Tukwila: • I Internations Building Code Edition: 2012 International Fuel Gas Code: 2012 International Residential Code Edition: 2012 WA Cities Electrical Code: 2012 International Mechanical Code Edition: 2012 WA State Energy Code: 2012 Uniform Plumbing Code Edition: 2012 Public Works Activities: Channelization/Striping: N Curb Cut/Access/Sidewalk: N Fire Loop Hydrant: N Flood Control Zone: N Hauling/Oversize Load: N Land Altering: Volumes: Cut: 40 Fill: 40 Landscape Irrigation: N Sanitary Side Sewer: Number: 0 Sewer Main Extension: PRIVATE Storm Drainage: Y Street Use: N Water Main Extension: PRIVATE Water Meter: Yes Permit Center Authorized Signature: I hearby certify that I have read and provisions of law and ordinances gov Date: Id ned this permit and know the same to be true and correct. All 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: (' 4Y 1..— a iv(s- c d0-47--��"- - Date: This permit shall become null and void if the work is not commenced within 180 days for the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. PERMIT CONDITIONS: 1: 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. 2: ***FIRE DEPARTMENT CONDITIONS*** 3: The attached set of building plans have been reviewed by the -Fire Prevention Bureau and are acceptable with the following concerns: 4: Adequate ground ladder access to rescue windows shall be provided. Landscape a flat, 12' deep by 4' wide area below each required rescue window. 5: Maximum grade for all projects is 15%. • • 6: 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) 7: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2327 and #2328) 8: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 9: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575-4407. 10: ***PUBLIC WORKS DEPARTMENT CONDITIONS*** 11: 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. 12: Prior to issuance of this permit, Owner/Appicant shall provide a completed Traffic Concurrency Certificate Application and pay a Test Fee in the amount of $300.00. 13: If soil and site conditions permit, surface drainage from the driveway and house roof drains shall be infiltrated back into the ground. Install per the 2009 King County Surface Water Manual and coordinate with the Public Works Inspector. 14: 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. 15: 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. 16: Any material spilled onto any street shall be cleaned up immediately. 17: Owner/Appicant shall pay entire amount of the King County Sewer Capacity Charge, prior to Public Works final for this Building Permit. 18: 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. 19: 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. 20: Temporary erosion control measures shall be implemented as the first order of business to prevent sedimentation off-site or into existing drainage facilities. 21: 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. 22: From October 1 through April 30, cover any slopes and stockpiles that are 3H:1V or steeper and have a vertical rise of 10 feet or more and will be unworked for greater than 12 hours. During this time period, cover or mulch other disturbed areas, if they will be unworked more than 2 days. Covered material must be stockpiled on site at the beginning of this period. Inspect and maintain this stabilization weekly and immediately before, during and following storms. 23: The Land Altering Permit Fee is based upon an estimated 40 cubic yards of cut and 40 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. 24: 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. • • 25: Owner/Applicant shall contact the local postmaster regarding location of mail box installation. Location of mail box installation shall be coordinated with Public Works. 26: ***BUILDING DEPARTMENT CONDITIONS*** 27: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the Building Official. 28: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431-3670). 29: 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. 30: 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. 31: 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. 32: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 33: All wood to remain in placed concrete shall be treated wood. 34: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 35: Manufacturers installation instructions shall be available on the job site at the time of inspection. 36: 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. 37: 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. 38: 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. 39: 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. 40: 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. 41: 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). 42: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206-431-3670). 43: 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. 44: ***PLUMBING AND GAS PIPING*** 45: No changes shall be made to applicable plans and specifications unless prior approval is obtained from the Tukwila Building Division. 46: All permits, inspection records and applicable plans shall be maintained at the job and available to the plumbing inspector. • • 47: All plumbing and gas piping systems shall be installed in compliance with the Uniform Plumbing Code and the Fuel Gas Code. 48: No portion of any plumbing system or gas piping shall be concealed until inspected and approved. 49: 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. 50: 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. 51: 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. 52: 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. 53: 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. 54: 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. 55: 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. 56: The applicant agrees that he or she will hire a licensed plumber to perform the work outlined in this permit. PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (206) 438-9350 5180 BACKFLOW - FIRE 1700 BUILDING FINAL** 0610 ENERGY EFF CERT 5200 EROSION MEASURES 5210 EROSION MEASURES FNL 1400 FIRE FINAL 0201 FOOTING 0202 FOOTING DRAINS 0200 FOUNDATION WALL 0409 FRAMING 0708 GAS FIREPLACE INSERT 2000 GAS PIPING FINAL 0606 GLAZING 8004 GROUNDWORK 5040 LAND ALTERING 0502 LATH & GYPSUM 1800 MECHANICAL FINAL 5230 PAVING, PAV RESTORE 0608 PIPE INSULATION 0609 PIPE/DUCT INSULATION • • 1900 PLUMBING FINAL 1600 PUBLIC WORKS FINAL 0401 ROOF SHEATHING 0603 ROOF/CEILING INSUL 9002 ROUGH -IN GAS PIPING 0701 ROUGH -IN MECHANICAL 8005 ROUGH -IN PLUMBING 5070 SANITARY SIDE SEWER 5090 STORM DRAINAGE 0412 UNDERFLOOR FRAMING 9001 UNDERGROUND 0601 WALL INSULATION 0413 WALL SHEATHING/SHEAR 5130 WATER METER - PERM City of Tukwila 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.: 3597000082 Address: 14761 62 AV S TUKW Suite No: Applicant: CARY LANG CONSTRUCTION, LOT 5 Permit Number: Issue Date: Permit Expires On: D13-255 DESCRIPTION OF WORK: CONSTRUCTION OF 2812 SF SFR WITH 577 SF GARAGE AND 135 SF OF COVERED DECK. PUBLIC WORKS ACTIVITIES INCLUDE: TESC, LAND ALTERING, STORM DRAINAGE INCL. INFILTRATION WITH POSSIBLE OVERFLOW TO EXISTING STORM SYSTEM WITHIN 62nd AVE. S., SAN. SIDE SEWER, PERM. 3/4" WATER METER, RESIDENTIAL FIRE LINE, AND UNDERGROUNDING FOR POWER. TRANSPORTATION IMPACT FEE. TRAFFIC CONCURRENCY. METER #1 METER #2 METER #3 Water Meter Size: 0.75 0 0 Quantity: 1 0 0 Water Meter Type: Perm Work Order Number: 21340130 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 D13-255 Printed: 06-06-2014 CITY OF TUKWI Community DevelopmenWpartment Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.TukwilaWA.gov Combination Peet 0. Dr', -7_SiS. Project No.: Date Application Accepted: 01 ItI3 Date Application Expires: _ 02_10211,-1 _ (For office use only) COMBINATION PERMIT APPLICATION - NEW SINGLE FAMILY Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. **please print** SITE LOCATION Site Address: / 7-6 vx King Co Assessor's Tax No.: 3,5 -F7 -0000e 2- /4rv‘ PROPERTY OWNER Name: CipR li L-4 n g Ce"i / Z -i^' li Address:24s/r 2.,,t(41.- 4.4E 5 4....,City: /Q„.4 ( 64,4,4.1 State: (#._„4_ ZipQroz, CONTACT PERSON = person receiving all project communication Company Name: /t„_„ �/ . � Name: G f1 e _[/ L tvi 'T�" 1 Address: 4e/ r 2 �� �7 Address: City: reGQC ,, ( koept State: �/4;_. Zip: f 29 City: State: Zip: 47 Phone:2o�yy3 ..5-353V.. 6 I...70 ?(... Email: C Q eV (4 01Z i1.oQr^A4-1‘L- Tukwila Business License No.: GENERAL CONTRACTOR INFORMATION Company Name: /t„_„ �/ . � r�- CVA -" 7- 4-rG Address: 4e/ r 2 �� �7 / " 5 w City: reGQC ,, ( koept State: �/4;_. Zip: f 29 Phone:2306.423 5 5 Fax: City: ,5ontr Reg No.: Exp Date: ?//3/''! `( Tukwila Business License No.: % c cA-a,YL �r 101 0 r. ARCHITECT OF RECORD Company Name:Lan j _ CL v e 5.11 Architect Name: N 6,Aria V.4 r -s o,i Address:' 10Z /yn /4-0‘, Tr 5„ ,r4 -e le7 y City: 51k p, MK State: Zip: p&3 qe Phone:2-0.3 7bo G Fax: 2-6-3e2, S q94 tP O Email: ENGINEER OF RECORD Company Name: Se j 4- F- Q wee. --5 Engineer Name: 1 -r -e -Q 1-k eJs e N V l 'F?i Address: �2(�q Q 5 a /�i'2'✓`� City:�/. tate AA Zi G 2 ',tic_ Q c kw� D►v Wit- p'l g o/ Phone:360s10l Fax: Email: LENDER/BOND ISSUED (required for projects $5,000 or greater per RCW 19.27.095) Name:0C� _ ` Address: City: State: Zip: H:\Applications\Forms-Applications On Line\201 I Applications\Combination Permit Application Revised 8-9-11.docx Revised: August 2011 bh Page 1 of 4 PROJECT, INFORMATION Valuation of project (contractor's bid price): $ Scope of work (please provide detailed information): 2,0401000 DETAILED BUILDING INFORAMTION - PROJECT FLOOR AREAS :PROPOSED; SQUARE FOOTAGE Basement 1St floor Z5 kl 2nd floor Garage carport ❑ Deck — coveredA, uncovered ❑ Total square footage 5�� l35 352-c 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: • Value of mechanical work $ 5---6°1 I furnace <100k btu thermostat emergency generator fuel type: ❑ electric gas 2- appliance vent ventilation fan connected to single duct wood/gas stove trI-y'wate ) other mechanical equipment PLUMBING: 70O D Value of plumbing/gas piping work $ I -7,-- bathtub (or bath/shower combo) bidet Idishwasher floor drain lavatory (bathroom sink) sink / water heater (gas) lawn sprinkler system H:\Applications\Forms-Applications On Line \2011 Applications\Combination Permit Application Revised 8-9-1 I.docx Revised: August 2011 bh clothes washer 2- shower 3 water closet gas piping outlets Page 2 of 4 PUBLIC WORKS PERMIT INFORMAW Scope of work (please provide detailed information): Call before you Dig: 811 Please refer to Public Works Bulletin`.#1 forfees and estimate sheet. TER DISTRICT . Tukwila ❑ ...Water District #125 ❑... Highline ❑ .. Letter of water availability provided SF,WER DISTRICT Tukwila ❑ ...Valley View ❑... Renton ❑ .. Sewer use certificate ❑ ...Letter of sewer availability provided ❑ .. 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. SUJBMITTED WITH APPLICATION (MARK BOXES WHICH APPLY): ' Civil Plans (Maximum Paper Size - 22" X 34") ❑ .. Technical Information Report (Storm Drain e) ' .. Geotechnical Report ❑ .. Bond ❑... Insurance Easement(s) ❑... Maintenance Agreement(s) ❑.. ❑.. PROPOSED ACTIVITIES (MARK BOXES THAT APPLY): ❑ .. Right -Of -Way Use - Potential disturbance ❑...Construction/Excavation/Fill - Right -of -Way...❑ Total Cut 40 Cubic Yards gr.. Total Fill 4-o Cubic Yards 0... Work In Flood Zone 0...Storm Drainage Sanitary Side Sewer 0...Abandon Septic Tank .. Cap or Remove Utilities ❑... Curb Cut ❑ .. Frontage Improvements 0...Pavement Cut ❑ .. Traffic Control ❑... Looped Fire Line X.. Permanent Water Meter Size 3%Y " WO # 2 (f O1 O ❑ .. Residential Fire Meter Size WO # 0 .. Deduct Water Meter Size 11 ❑ .. Temporary Water Meter Size " WO # ❑ .. Sewer Main Extension Public ❑ - or - Private ❑ .Hold Harmless - (SAO) .Hold Harmless - (ROW) -or- Non Right -of -Way.. 0 ..Trench Excavation 0 .. Utility Undergrounding 12K. Backflow Prevention - Fire Protection Irrigation Domestic Water ❑ .. Water Main Extension Public ❑ - or - Private El FINANCE INFORMATION - THIS INFORMATION IS REQUIRED TO BE FILLED OUT WHEN REQUESTING WATER OR SEWER SERVICE Fire line size at property line ❑ .. water number of public fire hydrant(s) ❑ .. sewer ❑ .. sewage treatment MONTHLY SERVICE�BILLING TO: (� Name: 4-Q4 Z-4 y ee + c .' Mailing Address: 2-9c/r- ZA-t,A- 5e4-- WATER 04-RV METER RREFUND/BILLING: Name: vin l (1G 7 CO+,Slj ,y��/ - Mailing Address: 2 T PYr 24( v �4'ij2 5 U -- Da Telephone: R4.-4 ( a-4- 0-62-3 City State 2 �0 Zip q2_ jecDiu Telephone: �b eat ( A-'( Aja- 9.:03 • 2&'-6o City State Zip H:\Applications\Forms-Applications On Line\20I I Applications\Combination Permit Application Revised 8-9-11.docx Revised: August 201 I bh Page 3 of 4 PERMIT;APPLICATION NOTE PPLICABLf TO ALL PERMIT§ IN TIH :PLICATION 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 OWOWHOjtIZED AGENT: Print Name: (9r t-4 co" Day Telephone: Mailing Address: 2 (1 r r (/Z z '4�� %� fit/ F?OT,'�i'kv i tei�'T g��J City Signature: Date: 8/43 H:Wpplications\Forms-Applications On Lme\2011 Applications\Combination Permit Application Revised 8-9-11.docx Revised: August 2011 bh State Zip Page 4 of 4 • BULLETIN A2 • TYPE C PERMIT FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION PW may adjust estimated fees PROJECT NAM l�k S-) e ,4( 4 % I. ✓4 C 51 )2v ERMIT # ! 4i 2 " ✓-ki . S. ) If you do not provide contractor bids or an engineer's estimate with your permit application, Public Works will review the cost estimates for reasonableness and may adjust estimates. 1. APPLICATION BASE FEE 2. Enter total construction cost for each improvement category: Mobilization Erosion prevention 3"o o_ Water/Sewer/Surface Water .2 oo , Road/Parking/Access /Doo A. Total Improvements 3%o 3. Calculate improvement -based fees B. 2.5% of first $100,000 of A. C. 2.0% of amount over $100,000, but less than $200,000 of A. D. 1.5% of amount over $200,000 of A. 4. TOTAL PLAN REVIEW FEE (B+C+D) 9-5 $250 (1) 5. Enter total excavation volume ! O cubic yards Enter total fill volume cubic yards Use the following table to estimate the grading plan review fee. Use the reater of the excavation and fill volumes. (4) RECEIVED CITY OF TUKWILA AUG 022013 PERMIT CEN QUANTITY IN CUBIC YARDS RATE Up to 50 CY Free 51 — 100 $23.50 101 — 1,000 $37.00 1,001— 10,000 $49.25 10,001 — 100,000 $49.25 for 1ST 10,000, PLUS $24.50 for each additional 10,000 or fraction thereof. 100,001 — 200,000 $269.75 for 1sT 100,000, PLUS $13.25 for each additional 10,000 or fraction thereof. 200,001 or more $402.25 for 181 200,000, PLUS $7.25 for each additional 10,000 or fraction thereof. GRADING Plan Review Fees $ (5) TOTAL PLAN REVIEW FEE DUE WITH PERMIT APPLICATION (1+4+5) $ " ? 4 S The Plan Review and Approval fees cover TWO reviews: 1) the first review associated with the submission of the application/plan and 2) a follow-up review associated with a correction letter. Each additional review, which is attributable to the Applicant's action or inaction shall be charged 25% of the Total Plan Review Fee. Approved 09.25.02 Last Revised 03.27.13 1 D12 -y9.;5 BULLETIN A2 TYPE C PERMIT FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION PW may adjust estimated fees 6. Permit Issuance/Inspection Fee (B+C+D) $ c S (6) 7. Pavement Mitigation Fee $ (7) The pavement mitigation fee compensates the City for the reduced life span due to removal of roadway surfaces. The fee is based on the total square feet of impacted pavement per lane and on the condition of the existing pavement. Use the following table and Bulletin 1B to estimate the pavement mitigation fee. Approx. Remaining Years Pavement Overlay and Repair Rate (per SF of lane width) 20-15 (100%) $10.00 15-10 (75%) $7.50 10-7 (50%) $5.00 7-5 (33%) $3.30 5-2 (25%) $2.50 2-1 (10%) $1.00 0-1 $0.00 8. GRADING Permit Review Fee Grading Permit Fees are calculated using the following table. Use the greater of the excavation and fill volumes from Item 5. $ 23 5-°- (8) QUANTITY IN CUBIC YARDS RATE 50 or less $23.50 51 —100 $37.00 101 — 1,000 $37.00 for 1st 100 CY plus $17.50 for each additional 100 or fraction thereof. 1,001 — 10,000 $194.50 for 1st 1000 CY plus $14.50 for each additional 1,000 or fraction thereof. 10,001 — 100,000 $325.00 for the 1st 10,000 CY plus $66.00 for each additional 10,000 or fraction thereof 100,001 or more $919.00 for 1st 100,000 CY plus $36.50 for each additional 10,000 or fraction thereof. Approved 09.25.02 Last Revised 01.01.11 2 S I BULLETIN A2 TYPE C PERMIT FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION PW may adjust estimated fees 9. TOTAL OTHER PERMITS A. Water Meter — Deduct ($25) B. Flood Control Zone ($50) C. Water Meter— Permanent* 025 D. Water Meter — Water only* E. Water Meter — Temporary* * Refer to the Water Meter Fees in Bulletin Al Total A through E $ —9:13a" (9) 10. ADDITIONAL FEES A. Allentown Water (Ordinance 1777) $ B. Allentown Sewer (Ordinance 1777) $ C. Ryan Hill Water (Ordinance 1777) $ D. Allentown/Foster Pt Water (Ord 2177) $ E. Allentown/Foster Pt Sewer (Ord 2177) $ F. Special Connection (TMC Title 14) $ G. Duwamish $ H. Transportation Mitigation $ 2217 I. Other Fees — $ lei pow 2Z Total A through I $ _Q (10) CASc(�bF lrl✓kl/L tAua.,GE DUE WHEN PERMIT IS ISSUED (6+7+8+9+10) $ 451-2:- -e:e0-- ESTIMATED TOTAL PERMIT ISSUANCE AND INSPECTION FEE This fee includes two inspection visits per required inspection. Additional inspections (visits) attributable to the Permittee's action or inaction shall be charged $60.00 per inspection. WATER METER FEE Permanent and Water Only Meters Size (inches) Installation Cascade Water Alliance RCFC 01.01.2011 - 12.31.2011 Total Fee 0.75 ./ $625 ✓ $6005 $6630 1 $1125 $15,012.50 $16,137.50 1.5 $2425 $30,025 $32,450 2 $2825 $48,040 $50,865 3 $4425 $96,080 $100,505 4 $7825 $150,125 $157,950 6 $12525 $300,250 $312,775 Approved 09.25.02 Last Revised 01.01.11 Temporary Meter 0.75" $300 2.5" $1,500 3 Clear Form, Cash Register Receipt City of Tukwila DESCRIPTIONS ACCOUNT QUANTITY PAID PermitTRAK $1`423282�` D13-255 Address: 1476162 AVE S Apn: 3597000082 $14,232.82 $110.00 401.342.400.00.00 $15.00 401.343.405.00.00 $50.00 000.322.100.00.00 $45.00 CASCADE WATER ALLIANCE $6,005.00. CASCADE WATER ALLIANCE 640.237.500 $6,005.00 FIRE IMPACT FEES $922.00 FIRE IMPACT FEES 90830402.5000.5304.XXXXX $922.00 PARK IMPACT FEES $1,426.00 PARK IMPACT FEES 90510403.5000.5301.XXXXX $1,426.00 Permit Fee $3,789.60 Permit Fee 000.322.100.00.00 $3,789.60 PERMIT ISSUANCE/INSPECTION FEE $95.00 PERMIT ISSUANCE/INSPECTION FEE 000.342.400.00.00 $95.00 PLAN/DEV CONTRIBUTIONS $1,297.22 PLAN/DEV CONTRIBUTIONS 104.367.120.00.00 $1,297.22 PW LAND ALT PERMIT FEE $23.50 PW LAND ALT PERMIT FEE 000.342.400.00.00 $23.50 STATE BUILDING SURCHARGE $4.50 STATE BUILDING SURCHARGE 640.237.114 $4.50 WATER INSTALLATION (DEP) $490.00 WATER INSTALLATION (DEP) 401.245.100 $490.00 Water Meter Connection Charge $60.00 Water Meter Connection Charge 401.379.002.00.00 $60.00 Water Meter Plan Review Fee $10.00 Water Meter Plan Review Fee 000.345.830.00.00 $10.00 TOTAL FEES PAID BY RECEIPT: R63 $14,232.82 Date Paid: Tuesday, November 12, 2013 Paid By: CARY LANG CONSTRUCTION INC Pay Method: CHECK 22771 Printed: Tuesday, November 12, 2013 8:20 AM 1 of 1 CRWSYSTEMS • • CCity 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.: Permit Number: D13-255 Address: Status: PENDING Suite No: Applied Date: 08/02/2013 Applicant: CARY LANG CONSTRUCTION, LOT 5 Issue Date: Receipt No.: R13-02276 Payment Amount: $2,763.24 Initials: JEM Payment Date: 08/02/2013 10:17 AM User ID: 1165 Balance: $6,215.60 Payee: CARY LANG CONSTRUCTION INC TRANSACTION LIST: Type Method Descriptio Amount Payment Check 22588 2,763.24 Authorization No. ACCOUNT ITEM LIST: Description Account Code Current Pmts PLAN CHECK - RES PW BASE APPLICATION FEE PW PLAN REVIEW 000.345.830 000.322.100 000.345.830 Total: $2,763.24 2,463.24 250.00 50.00 Printed. OR -07-2013 INSPECTION RECORD Retain a copy with permit - . INSPECTIO i 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: Rtik1 t-AQC.1 - Type of Inspection: ri1/41,1 L Addres : - 1 L1 t �2 Av Date Called: Special Instructions: - :. Date Wanted: : 'ifi • Requester: - a No: - Phg , t1 0 (Q 423 Vd5 .Approved per applicable codes. Corrections required priorto approval. COMMENTS: C Q q -t i O4 k)(-1 1)-2-1=. 0U E lespecto . c)) Date: zI PECTION FEE REQUIED. Prior to next inspection.. fee must be = at 6300.Southcenter Blvd.. Suite 100. Call to schedule reinspection: tea INSPECTION NO. INSPECTION RECORD Retain a copy with permit O13 -2-S5 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( t. r.1 (a Type of Inspection:-, ---• M,4eV t0Al t- ‘ &YA-I Address: Date Called: ti== 1 Oa CC -1_,u s2,( ( • Special Instructions: Date Wanted:. 2 -L --I4 a.m. P.m. Requester: Phone No: alApproved per applicable codes. Corrections required prior to approval. COMMENTS: V) WO hAk01.4-1 — a?pillet T --)tiff% .C2..)... v-=-- tool. i .Nsti\ - (\ ppt J • Inspect or: (M�1 11� �SPECTIDN FEE REQUIRED. Prior to Dat I Zv' nEl ext inspection, fee must be pfd at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. IZ 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 Projgct:'K\s--.-„ L 19V�,, Typf f Insp r *I1 ‘1,,t... iJ. �z� t I -Address:/ G 2 4-Q Date Called:� Special Instructions: Date Wanted: C Requester: Phone No: i Approved per applicable codes. El. Corrections required prior to approval. COMMENTS: ns ctor: �\ rAAA10-. I n t� VNSPECTION FEE RE UIRED. Pri r to next inspection, fee must be 4aid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: 2 -IS INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION (206) 431-3670 D ► 3-255 6300 Southcenter Blvd., #100, Tukwila. WA 98188 Permit Inspection Request Line (206) 431-2451 Project i� 1 \ h'"� Cy Type t-SInspY 1 Q 11Q Address: Date Called: Special Instructions: Date Wanted: Q ` 2- - l L� t p. . Requester: PhIbte Nt_4.03 -..d ` 12 Approved per applicable codes. Corrections required prior to approval. COMMENTS: Insp. tor: Date: RE NSPPECTION FEE REQUI for to next inspection, fee must be pat at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. �C' INSPECTION NO. INSPECTION RECORD Retain a copy with permit bc3 -25 PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 431-2451 Pro' ct: Af`N'1/4t 1....A1.),(0(1.t-albl.)f,-t-►N Typ f Inspecti9n: .---17 Address: 1 '-7 1 (02. I u'E Date Called: N O -r>: � t3 A L(Ji(ck tV L D C b c?i; 3 r- Special Instructions: �L` ' Date Wanted: Lar' Requester: �j (,� �• �`� t Pt b1/4Ic, - - O (n.7 t,,.,r i P e t 42-3 Cn5 [53Approved per applicable codes. LJ Corrections required prior to approval. COMMENTS: COP 11..1.4( (D ;,...K., F--; e,1 A ( - 6IN) de N O -r>: � t3 A L(Ji(ck tV L D C b c?i; 3 r- 4 0 1)-1014-1 N S r tJA L- -t-0 pA Coifs t Pt b1/4Ic, - - O (n.7 t,,.,r i tLo or: n R INSPECTION FEE � EQUIRED. Prior to next inspection, fee must be id at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: _r&/ 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 Pro'ext: VA d `1 � Typf1 of Inspection:, —� �A,�ieAt l"ll�AAess: 1 �%Cal (Z AU Date.Called: y n 6. `E k -, -- F.-) NIA! •"4pkriP n4 1vvu c l l d4 J Special Instructions: - Date Wantgd; ,-'l t a.m. pr Requester: i Phone No: 0 Approved per applicable codes. Corrections required prior to approval. COMMENTS: Q A. tJe✓reel' — 14pp& /ecf i) = 01 ti i" at F.-) NIA! •"4pkriP n4 1vvu c l l d4 J 'tv t4 ;1'0 k°", VC tji ' 1 l INSPECTION FEE REQ !RED. Prior to next inspection, fee must be id at 6300 Southcenter lvd.. Suite 100. Call to schedule reinspection. Date: a✓ 11 � ry INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 South -center Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 431-2451 Project: iyAvitt L1t+J(- Type of Inspection: TuJ8 Address:S ( +-11G I G z rqv Date Called: Special Instructions: Date Wanted: �a..r-n-4 Req%ster: 42 3 Phone Nct: 20 Co-. _ jS-"". Inspecto •. pproved per applicable codes. EjCorrections required prior to approval. COMMENTS: Inspecto •. CLA.- Date: c� 1— ( C -1 n R: INS • ECTION FEE REQUIR D. Prior t innn 0._-..�___.__ ni_.J r..:._ inn next inspection. fee must be n_u a_ __1-_J..1. --: ♦:.... a.0 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 5outhcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 431-2451 Di 3-255 Project: ClA 2R. LAN]C. Type of Inspection: ;c.}Akti >~2� Il�� 4gu( d nIPe 2ijstaiiice-~ 9PPrAt c, qTL) I & ` (,2 ti 0 S Date Called: n� t' Y' Special Instructions: Date Wanted: t e3 ..- ( 1.i`1 p.m. Requester: 11 R Q � A -f• G Phone N 2 4.123 so s5 Approved per applicable codes. DCorreetions,r'equired:prior to approval. COMMENTS: CO (Alii II jsu - ppfds✓e d nIPe 2ijstaiiice-~ 9PPrAt c, 631) 1-TQ44iI iki& - 4-pp/i/. spe i Date: l . 3' `f �1? R INSPECTION FEE REWIRED. Prior to next inspection. fee must be p id at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION 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 Project: Type of Inspection: t; Address: tH- 7(,1 62 (vs Date Called: P itt. Special Instructions: Date Wanted: 12- /2- /y Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: 0 WO 0 Zell-C•C'; it\) c; -P4 P 1,0 645 p.,1 ce AI- ? P >. c PP u, .. e.4r i crik) 6,eivillto P itt. b;iv(1 b'A j E i► -1:. 1,8s k �.}- 4- 100 V- 1•) 0 a -T" RA, P A- ---roe Pio?' (c Ir041- 1,c64- , \ 0 a. TO 1.4.G1.tL47-E.-- 1 0 A I( r- Min 1 k1& WI-) I1 tit.1/} 11.170 zrl.g-t</Adj f spe r: te, Date: ( -lzf/y ItEIISPECTION FEE R4UIRED. Pridr to next inspection, fee must be pad at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. dr INSP ' TION 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 Project: 0ntt.Rv L4'JC Type of Inspection: f—I4nil SIG--GASPiW Add 4 760 j l9 2 A- V S Date Called: Special Instructions: Date Wanted: a 02,"3" I"zj pmi Requester: Phone No: Approved per applicable codes. I X I Corrections required prior to approval. COMMENTS: Y/ 6) MUST- rg E tA16.4;W4e-ik1 1,3lrf av4 r i2gwliK/U (?).c s PIP) Alb _4pp✓p✓l'd nspect 6-4A45 Datel2_3'_1� I I �1SPECTION FEE REL2UIRED. Prior to text inspection, fee must be Egd 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 d l� Pro ect: Type of Inspection: Address:Date ( (,Z,. 6-v S I1 I PolCalled: M y (a LqZ' _ burr Special Instructions: Date Wantsd: a.m. Ni 1,2_21-30 f. -n? Requester: 2. S" Cv( i -(v53 O Phone No: 2,0 cp_N 279 5vs5 Approved per applicable codes. Corrections required prior to approval. COMMENTS: Ln Z IJ( ppieveiJ ) 1"l0t'la-.)4,A - - iitl` ln.� Inspector' ri REINS ECTION FEE REQUIRED. Prior to next inspection. fee must be paidj'6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. Dat ' 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 0 13:2,55 Project: 0Az'L6QL7 Type of Inspection: GoiiIslietvf v 5 Ad'76 -76 I G Z V Date Called: Special Instructions: Date WWej:, S (/, 3 \ca.�sr � Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: I 1 R9NSPECTION FEE REQUIRED. Prior to next ins ection, fee must be aid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. • j3 at• 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 b, - 2 S Project: � � �'( LA �� Type Qf Inspection: K....' .6) ici LJ — , �/ 2 0.4 ,C Address: 11-17(-4 6, 2 #41) Date Called: Special Instructions: Date Wanted: a.m. p.m. Requester: Phone No: Approved per applicable codes. D Corrections required prior to approval. COMMENTS: I spector rIN aid Date: PECTION FEE REQUP I ED. Prior too ns ection. fee must be t 6300 Southcenter Blv . Suite 100. Call to schedule reinspection. /Z./70//3 INSPECTION RECORD Retain a. copy with permit INSPECTION N . PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 431-2451 „ 13255 Project:, Type of Inspection: Address: ( Date Ca led: Specia Instruct ons: q S M1 OT Date Wanted: l (.'G- /// ••� .. -( (o (3 ��a.�,. p.m. Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. o y, IioJ P R-3 dT -.DO N) r S('eivr RP. " 1L. 0( to IA Ins n REINSPECTION FEE REQU paid at 6300 Southcenter stud.; uite 100. Call to schedule reinspection. Date• -140 ij rior to next inspection.feemust be -4t) 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 i t 3-255 Project: (A LA Type of Inspection: t1 N1 - X00 IN Address: + 1A1-1 (A LO AJ - Date Called: Special Instructions: 1.0 Date Wanted: . / a.m. Requester: Phone No: E-JApproved per applicable codes. • 0 Corrections required prior to approval. COMMENTS: /96( tr- A (-ref A,iS !\4 �c_lk r J3(r I , Inspe Date: n REINSPECTION F/ EE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection: INSPECTION RECORD Retain a copy with permit INSPECT N 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 .3 -Z�s Project: rAQ.Z. (4tt Type ofInspection: ;--oo1;tic At , Address: lu1Gi (.z Atil S Date Called: Special Instructions: Date Wanted: t1—z.?--(?j a Requester: Phone No: 26 rT:1-1Z5 -5os ' Approved per applicable codes. Corrections required prior to approval. COMMENTS: 1 t ..- . -�a�._ 1► SPECTION FEE REQUIRED. Prior to nxt inspection, fee must be at 6300 Southcenter Blvd., Suite 100. 'all to schedule reinspection: Date: 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 1713 -?SS Project: OAR 2 1k -k L041C Type of Inspection: Foo i bRA I Address: Date Called: SdeuI In r ctions: Date Wanted: 11f 7.-( H3 . a.m. Requester: Phone No: )..C2C— `12 37.-56 J 0 Approved per applicable codes. .Corrections required prior to approval. COMMENTS: Date: h/2 / •REI PION FEE REQUIRED. rior to next inspection, fee must be pai o 300 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 Project: 0 AZtit+AtAlC Type of Inspection: �607"/l� Address: j L-1 7( 6 2 ilk) S Date Called: 61t r4a6-t i Special Instructions: Date Wanted: i?/2X''i3 -1.1 1.1.1(Ve 4 N S -c-.1%. ��Jc� L;Je� '.1.' N ? Requester: Phone No: a0C.- 1-123- S X55 Approved per applicable codes. Corrections required prior to approval. COMMENTS: in I orrrl&J G-AP0/FU 4ovNe •0 s -1.1 1.1.1(Ve 4 N S -c-.1%. ��Jc� L;Je� '.1.' N ? P1060 0 LI �.$r;�i A✓ I 0,1 1 v4 (l e Inspects: r .tin... 1 Date: U/2O/j n ' EIN ' ECTION FEE REQUIRED. Prior to nekt inspection, fee must be id 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit D3 - PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206-575-4407 Project: Ty e ._;Inspection: Fire Alarm: Ass: L Suite #: Contact Person: Special Instructions: Phone No.: ,pproved per applicable codes. Corrections required prior to approval. COMMENTS: ir-c_ ,("), otvt- Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: ^ y (-"Z Date: 2//;//c7 Hrs.: / 00.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. v U Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 6/11/10 T.F.D. Form F.P. 113 rim VICINITY MAP FINISH GRADE BACKFILL CONCRETE WALL NTS TYPICAL WALL (VARIES) GRAVEL FILL MN. 1 FOOT BEYOND OUTER EDGE OF FOUNDATION 6" MIN ABOVE FOOTING. 7111 FILTER FABRIC BELOW BOTTOM ,) OF DRAIN PIPE CRAWL SPACE MOISTURE BARRIER °soap20°s r A( ° ,4 oogs. o;b°000 4 .° 080. .` 0 , D 4 FOOTING DRAIN 4 1-1- N vroRri SEWER 4" DIA. WEEPING PIPE (PERFORATIONS POINTED DOWN) ON 2" OF WASHED GRAVEL C o n e r 1-° 'f'mR• 4," Secad Pc� TOP OF CRAWL SPACE FLOOR OR BASEMENT SLAB OR CRUSHED ROCK. FIELD COPY N. • N s\ ‘\ s\ These plans have been reviewed by the Public Works Department for conformance with current City standards. Acceptance is subject to errors and omissions which do not authorize violations of adopted standards or ordinances. The responsibility for the adequacy of the design rests totally with the designer. Additions, deletions or revisions to these drawings after this date will void this acceptance and will require a resubmittal of revised drawings or subsequent approval. Fin 1 acceptance is subject to field inspection by the 1 blit Works utilities inspector. Date: '•\ By: SCALE 1:20 TUKUJILA 6 LLC �/LOT 5 j� COVERAGE GALL. LOT AREA. 1 8,123 8F PROPOSED STRUCTURE= 1,911 SF LOT COVERAGE'. , 22.1% PLAN L2 -2802 -5 • 0 A 0 m 0 r 'I cm REVIEWED FOR CODE COMPLIANCE APPROVED OCT 21 2013 City of Tukwila BUILDING DIVISION i \ 15'-0' \, RECE\,VED CITY OF T(1I(WILA AUG 13 203 •\ PERMIT CENTER 9 d• N N �v 589'.f01'2.p'E 4 INCOMPLETE LTR#E 1 L \ \\ \ 10' 135EL \A � \\ 4\ ( \\ \ I S89'01'291E 66."13'\ \, LOCATIONS SHOWN FOR EXISTING UTILTIES ARE APPROXIMATE. PRIOR TO STARTING CONSTRUCTION, CONTACT ONE -CALL (1-800-424-5555) FOR UTILITY LOCATIONS. CONTACTS: 1. PROJECT MANAGER: 2, DESIGN ENGINEER: JAEGER ENGINEERING, 253-850-0934 3. OWNER: TUKWILA 6 LLC, PHIL KITZES, 206-227-7445 61 EXIST 59.19 RiY-207.8' 0.701.2' (NW) 6' PVC ORO' 10.199.2' (NE) 8' ORO' 10.196.8' (S) 8' CFR 02681869' 0.91rR TO WEST) CUT INTO EXIST. 8' MAIN 11-8• TEE (FLdl) 1-8' CV. (FLAAJ) 2-8" ADAPTORS (FL4MJ) CONC. BLOCKING 20' PUBLIC WATE(diNE EASEMENT .(EC REC NO ) CLEARING -LORIS (TM TGIF YET 'NAL-, ,.r. C. :,111 SITE DATA AREA: 0.95 ACRES or 41,555 SF SINGLE FAMILY RESIDENTIAL PROPSED DENSITY.. 4.21 UNITS/ACRE ZONING: LOR PROPOSED USE: 4 LOT SHORT PLAT MIN. LOT SIZE: 6500 SF SMALLEST LOT: 6500 SF SEWER: CITY OF TUKWILA WATER: CITY OF TUKWILA SITE ADDRESS: 14759 62nd AVE. S PARCEL: 359700-0087 20' PRIVATE EASEMENT FOR Ate, L SANITARY SEVER & UTILITIES (EC REC. NO ) NEW MAN HOLE 42 (INVATE) RIM: 207.0 IE 198.1 \` I f PALL IMPERVIOUS SURFACE NEW IMPERVIOUS SURFACES. - 3 NEW HOUSES/DRIVEWAYS 0 3000 SF EA. 3(3000) - 9000 SF - NEW PRIVATE ROAD 129(20) - .2580 SF - NEW IMPERVIOUS SURFACE 11680 5F EXIST, IMPERVIOUS SURFACE TO BE REMOVED: - CONC. DRIVEWAY: 2343 SF NET NEW IMPERVIOUS SURFACE 9237 SF EX. 03 (48' FIVE n . 916.2020 0.198.2' (NE) t2' (COMP NOT NOTED) 0.197.8' (NW) IB't (COMP NOT NOTED) IE•197.T (SE) 18'1 (CORP NOT 801E0) (UDDER TO EAST) EXIST. ENT FOR ROADWAY --- ---\ REC. 44470513 -11 EIIG LEGAL DESCRIPTION THAT PORTION OF TRACT 5 IN INTERURBAN ADDITION TO SEATTLE, AS PER PLAT RECORDED IN VOLUME 10 OF PLATS. PAGE 55, RECORDS OF KING COUNTY. DESCRIBED AS FOLLOWS; BEGINNING AT THE INTERSECTION OF THE EAST LINE OF 59TH AVENUE SOUTH RIGHT-OF-WAY WITH THE ADJUDICATED UNE BETWEEN TRACTS 4 AND 5 OF SAID ADDITION. SAID ADJUDICATED LINE BEING FIXED AND ESTABLISHED BY KING COUNTY SUPERIOR COURT CAUSE NO. 129565; THENCE SOUTH 01'29'40' WEST 20 FEET. ALONG THE EAST LINE OF SAID AVENUE; THENCE SOUTH 88'48'20' EAST 200 FEET, ON A UNE PARALLEL WITH SAID ADJUDICATED LINE; THENCE SOUTH 01'29'40' WEST 150 FEET, THENCE SOUTH 88'48'20= EAST 225 FEET; THENCE NORTH 01'29'40• WEST 170 FEET TO SAID ADJUDICATED LINE; THENCE WEST. ALONG SAID ADJUDICATED LINE. 425 FEET TO THE POINT OF BEGINNING; EXCEPT THAT PORTION THEREOF AS CONDEMNED BY THE CITY OF TUKWILA IN NTNG COUNTY SUPERIOR COURT CAUSE NO. 733565: SITUATE IN THE CITY OF TUKWILA, COUNTY OF KING. STATE OF WASHINGTON. EX. CB (TYPE I) 984.204.7 6-201.6' (SW) 12' (CWP NOT NOTED) REMOVE EXISTING DRIVEWAY CURB CUT ,_CONSTRUCT NEW 20' DRIVEWAY CURB CUT PER DETAIL SHT 2 NEW MAN,MOLE_13_ (PRIVATE) RIM: 209.0 IL 199.44 INSTALL NEW ORE \ HYDRANT ASSEMBLY: 1-B"66" TEE DANA) 1-6' GATE VALVE 4 IF 6: DJ. ' 5-3/4' WATER METERS FOR LOTS 1. 2,-3. A & 0082', 989'01'29•E END 8' D.I. WATER MAIN / BUM FLANGE THRUST 0 TEE LOCK & B • REV610N5: 1. REV GRADING LOT 3 ]RECON REV 6-12-08 RECEIVED CITY OF TUKWILA AUG 1 3 2013 NEW CB 41 (TYPE 2-4PERMIT CENTER RID -20L8 - IE 197.1 (EXIST, 18') IE: 197.2 (NEW 12') SET OVER EXIST. 18' _ 22' EK CB_(_F1PE I) EitSING ROCKERY TO \ ' E•1%5' (SW) 12' (CWP NOT NOTED) NEW C8 /2_(TYPE.I) \ \ R(8 204.2 FF IE 201.0 (12',NE) /yESF EX1S ROCKERY TU S REMALN - NEW Y =4' !ROC(ERYr, EIJU..i .II1I.INF \ERE'15T,NGN ROCKERY' TO ,. AI ENI 4 �F1r\IN1.1111. - __JO' PRIVATE ACCESS dR UTULOTTY0082 EASEMENT FO (KC REC NO 3 ihl CU 111 �FR 7 I_I 1:1 F - 4 pc.. 6E11 CONNECT TO EXIST, MAN HOLE (PUBLIC) RI/: 207.8 IL 196.8 (B'.S) EXIST 1E 197.0 (8',E) NEW RECHANNEL FOR NEW PIPE (W) N89'0 1 ST1.IF, WOOD ` REMOVE EXIST. WATER METER ' FE' AME H1pi5F. SAWOJT COST. ASPHALT REPAIR PER OTT SIDS SEAL MTH ROAD OL EX. W (TWE I) 02.r IE•200.3(W) 12' PVC C I IS m Ml �a API tED AUG 212013 City of Tukwila PUBLIC Works EX. CB (TWE 1) RA -202.5 0.199.7' (E,S) 12' PIE NOTES: WOOL, '+), NE CCP I :AF'E FENCE 6' PVC ODE SEWER O 2.0XL TO PRIVATE SANITARY 90E SEWER EASEMENT (K.0 REC. NO 1, THERE SHALL BE NO LOTS MTH A SEPARATE DRIVEWAY ACCESS DIRECTLY FROM 62Nd AVE. S. 2. LOTS 41, 2, 3 & 4 ANS ADJACENT PARCEL 0082 SHALL HAVE ACCESS FRO/ INE PRIVATE ACCESS ROAD (TRACT A), THESE 5 LOTS VIII ALSO HAVE EQUAL MAINTENANCE RESPONSBRJTY FOR THE ROAD. 3. LOTS 41, 2, 3, & 4 AND ADJACENT PARCEL 0082 SHALL HAVE EQUAL AND JOINT RESPONSIBILITY FOR THE PRIVATE DRAINAGE SYSTEM. 4. ALL NEW HOUSES SHALL HAVE ROOF/GUTTER DRAINS THAT ARE PIPED DIRECTLY INTO TIE PRIVATE DRAINAGE SYSTEM. PIPING CONNECTION FROM ME HOUSE SHALL BE A PERFORATED PIPE CONNECTION PER 11E OTY STANDARD OETAIL GRADING QUANTITIES: CUT: 150 CY. FILL: 150 CY (BALANCED SITE) UTE.ITY CONFECT NOTE CAUTION: THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION AND DEP OF ALL EXISTING UTUTIES WHETHER SHOWN ON THESE PLANS OR NOT BY POTNOUNG THE UTU AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS SHALL INCLUDE CALLING UTIUTY LOCATE 0 1-800-424-5555 AND THEN POTHOLING ALL 0 THE EXISTING UTUTIES AT LCCATIONS OF NEW UTIUTY CROSSING TO PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES AS SHOWN ON THESE PLANS ARE NOT GUARANTEED AND ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT JAEGER ENGINEERING TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. 7ERSTUB ;+' 1 1 SEW 198.5 N ,✓ 1 8'- 1' Yep' I! LOT 1 f GRAII SNB, 10' PRIVATE DE- --' EAST POLY ATER SERVILE PIPING C8 (TYPE I) 202 3 IE. 7.1' (NEI 12' (CWP N07 N01E0) IE.19 . ' (NW) IR'± (CWP NOT NOTED) IE.196.5'.`SE) 18'1 (CWP NOT NO1E01 74 UTILITY C SIDE SEVER REMOVE: E COt4C'OW 'DDE SEWER 51118 2053-. OW EXIST DNC. DRIVEWAY CLEARING UNITS (T P) B' LOT - DRAIN STUB REMOVE EXIST. -1203C WAAL, TO 510P1v. N41'TINNF HM113%. I, IH 91,1LI HI DASNIENT IBIS ENT ELEVANOII=211 1'I W END CHAINILINK REVIEWED -M - CODE COMPLIANCE APPROVED OCT 21 2013 S• City of Tukwila UILDING DIVISION ,u4 OR 13000 WALL TOP: 210.0 801: 212,0 148991'29 5( 1D FPAAA H[Ai'5 E END 5' CHAINIJNN 4' HROCKERY OR BLOC( WALL (FILL) TOP, 2080 BOT: 202.0 B • IKKiI ROCKERY DR BLOCK WALL (RLL) TOP: 204.0 801: 200.0 60.0' 22500' 6' WCOD\S.:W 4'' HAINLIRJII; E _MARING UNITS (TYP) i1 INCOMPLETE LTR# GRAPHIC SCALE 20 0 10 20 40 W In� d Lour' S ,fes ",-I \ rf i J E CND 4' } • • I \ 0MAIMu 1. I (\ 1, '1 6 _ =r f-1 J .I IN... -216,,-....----- -1' CHALiNK__,--2,.--- J EAV.S , ( TUT) I inch - 20 ft. EX CB (41' 'TWE II) / 17184.193.3 0.187.6" (NE) 12' (COMP NOT NOTED) 0.186,5' (NW) IB' (CDNP NOT NOTED) 0.186.4' (SE) 18' (CWP NOT NOTED) 8° gr) 2WMS (LADDER TO SWTNWEST) i I,- -4 O. Vi0 LaiV ? I-- J TO O 05 co on >- b DRAINAGE, ROAD, WATER & SEWER PLAN w - S Y DATE 6/07/07 'fY_ta_trnet I) 884-193.1' 10.119.3' (52) 12' (CONN NOT NOTED) 0 PHIL KI RES U SCALE 1' - 20' DE0G6 BY: JJ., ORYAN. BY; ,AJ.J APP. BY: ,IIB 140. SWEET I OF 3 Prescriptive Energy Code Compliance for Climate Zones 6, 5 and Marine 4 Project Information Contact Information L2-2802-5 ;.. opv oN .5 6 This project will use the requirements of the Prescriptive Path below and incorporate the the minimum values listed. In addition, based on the size of the structure, the appropriate number of additional credits are checked as chosen by the permit applicant. FIELD COPY Authorized Representative Date Climate Zone 5 & Marine 4 6 R-Valuea U-Factora Fenestration U-Factorb Skylight U -Factor Glazed Fenestration SHGCbe Ceiling Wood Frame Wall9.k" Mass Wall R -Value' Floor Below Grade Wall`k Slabd R -Value & Depth R-Valuea U-Factora n/a 0.30 n/a 0.30 n/a 0.50 n/a 0.50 n/a n/a n/a n/a 49' 0.026 49 0.026 21 int 0.056 21+5ci 0.044 21/21h 0.056 21+5h 0.044 30g 0.029 309 0.029 10/15/21 int + TB 0.042 10/15/21 int + TB 0.042 10, 2 ft n/a 10, 4 ft n/a *Table R402.1.1 and Table R402.1.3 Footnotes included on Page 2. Each dwelling unit in one and two-family dwellings and townhouses, as defined in Section 101.2 of the International Residential Code shall comply with sufficient options from Table R406.2 so as to achieve the following minimum number of credits: El. Small Dwelling.Unit: 0.5 points Dwelling units less than 1500 square feet in conditioned floor area with less than 300 square feet of fenestration area. Additions to existing building that are less than 750 square feet of heated floor area. 02. Medium Dwelling Unit: 1.5 points All dwelling units that are not included in #1 or #3, including additions over 750 square feet 03. Large Dwelling Unit: 2.5 points Dwelling units exceeding 5000 square feet of conditioned floor area. Table R406.2 Summary Option Description Credits) la Efficient Building Envelope la 0.5 1 b Efficient Building Envelope 1 b 1.0 lc Efficient Building Envelope lc 2.0 2a Air Leakage Control and Efficient Ventilation 2a 0.5 2b Air Leakage Control and Efficient Ventilation 2b 1.0 2c Air Leakage Control and Efficient Ventilation 2c 1.5 • 3a High Efficiency HVAC 3a 0.5 3b High Efficiency HVAC 3b 1.0 3c High Efficiency HVAC 3c 2.0 3d High Efficiency HVAC 3d 1.0 4 High Efficiency HVAC Distribution System 1.0 5a Efficient Water Heating 0.5 5b Efficient Water Heating 1.5 6 Renewable Electric Energy 0.5 Total Credits *Please refer to Table R406.2 for complete option descriptions http://www.energy.wsu.edu/Documents/2012%20Res%20Energy.pdf REVIEWED FOR CODE COMPLIANCE APPROVED OCT 2 2313 ❑ City of Tukwila ❑ BUILDING DIVISION ❑ RECEIVED E CITY OF TUKWILA ❑ AUG 022013 ❑ PERMIT CENTER ❑ 1.5 "1200 kwh 0.0 1.50 b19)-265 Glazing Schedule Project Information L2-2802-5 Vertical Glazing (Windows and glazed doors) Plan Component Glazing ID Description Ref. U -factor Contact Information 3/4 BATH 0.30 DINING ROOM 0.30 GREAT ROOM 0.30,, GREAT ROOM 0.30 NOOK 0.30 NOOK 0.30 KITCHEN 0.30. STUDY 0.30 BEDROOM 4 0.30 STAIRS 0.30 BEDROOM 2 0.30 MASTER BEDROOM 0.30 MASTER BATH 0.30 BEDROOM 3 0.30 PLAYROOM 0.30 PLAYROOM 0.30 R402.3.3 Exception (15 sq. ft. max.) Width Height Qt. Feet Inch Feet Inch 1 2 5 a 1 6 6 1 12 8 2 3 6 1 6 8 1 5 5 1 3 4 6 1 5 5 1 5 4 1 5 6 1 5 4 1 8 4 1 5 4 1 5 4 1 2 4 1 5 4 6 15 Glazing Area UA 10.0 3.00 36.0 10.80 96.0 28.80 36.0 10.80 48.0 14.40 25.0 7.50 13.5. 4.05 25.0 7.50 . 20.0 6.00 30.0 9.00 20.0 6.00 32.0. 9.60 20.0 6.00 20.0 6.00 8.0 2.40 22.5 6.75 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0:00 0.0 0.00 0.0 .0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 Sum of Area and UA Area Weighted U = UA/Area 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 462.0 138.60 0.30 Simple Heating System Size: Washington State This heating system sizing calculator is based on the Prescriptive Requirements of the 2012 Washington State Energy Code (WSEC) and ACCA Manuals J and S. This calculator will calculate heating loads only. ACCA procedures for sizing cooling systems should be used to determine cooling loads. The glazing (window) and door portion of this calculator assumes the installed glazing and door products have an area weighted average U -factor of 0.30. The incorporated insulation requirements are the minimum prescriptive amounts specified by the 2012 WSEC. Please fill out all of the green drop -downs and boxes that are applicable to your project. As you make selections in the drop -downs for each section, some values will be calculated for you. If you do not see the selection you need in the drop-down options, please call the WSU Energy Extension Program at (360) 956-2042 for assistance. Project Information L2-2802-5 . Heating System Type: 0 Forced Air Fumace Contact Information 0 Heat Pump To see detailed instructions for each section, place your cursor on the word "Instructions". Design Temperature Instructions .� Tukwila Area of Building Conditioned Floor Area Instructions Conditioned Floor Area (sq ft) Average Ceiling Height Instructions Average Ceiling Height (ft) Glazing and Doors Instructions Insulation Attic Instructions R-49 Single Rafter or Joist Vaulted Ceilings Instructions Select R -Value wm- J Above Grade Walls (see Figure 1) Instructions R-21 Floors Instructions r -' R-30 .6i) F4112. Below Grade Walls (see Figure 1) Instructions Select R value ;tel Slab Below Grade (see Figure 1) Instructions Select conditioning I w Slab on Grade (see Figure 1) Instructions - Select R -Value Location of Ducts Instructions Unconditioned Space Design Temperature Difference (AT) Ar = Indoor (70 degrees) - Outdoor Design Temp 2,812, 8.5 U -Factor X 0.30 U -Factor X 0.026 U -Factor No selection U -Factor Conditioned Volume 23,902 Area 462 Area 1,722 UA 138.60 UA 44.77 Area UA Area UA 0.056 2,562 143.47 U -Factor 0.029 U -Factor No selection F -Factor No selection F -Factor No selection Area 1,438 UA 41.70 Area UA Length UA Length UA Duct Leakage Coefficient 1.10 Sum of UA 368.55 46 Envelope Heat Load 16,953 Btu / Hour Sum ofUAXAT Air Leakage Heat Load 11,875 Btu / Hour VolumeX 0.6XATX.018 Building Design Heat Load 28,828 Btu / Hour Air Leakage + Envelope Heat Loss Building and Duct Heat Load 31,710 Btu / Hour Ducts in unconditioned space: Sum of Building Heat Loss X 1.10 Ducts in conditioned space: Sum of Building Heat Loss X 1 Maximum Heat Equipment Output 44,395 Btu / Hour Building and Duct Heat Loss X 1.40 for Forced Air Furnace Building and Duct Heat Loss X 1.25 for Heat Pump (07/01/13) FIELD COPY STRUCTURAL CALCULATIONS FOR THE CARY LANG CONSTRUCTION RESIDENTIAL PROJECT Plan L2-2802-5 July 292013 Job No.: 11-076 Location: Lot 5, Tukwila 6 SP Tukwila, Washington Copyright 2013, SEGA Engineers SEGA Engineers/ /Structural & Civil Consulting Engineers 22939 SE 292nd PL (360) 886-1017 Black Diamond, WA 98010 REVIEWED FOR CODE COMPLIANCE APPROVED OCT 21 2013 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA AUG 022013 PERMIT CENTER STATEMENT OF WORK SEGA Engineers was asked to provide a lateral loads analysis, shear wall design, review of major framing members and foundation, and drawing red -lines for a two story wood framedsingle 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: 07/29/13 Sht i Design Criteria International Building Code (IBC), 2012 LOADS Roof DL 15 psf LL 25 psf Floor DL 10 psf LL 40 psf Wind Risk Category II Design Wind Speed 110 mph 1.00 B KZt Exposure Seismic Design Category D SDS 1.00 Response Factor 6.5 Cs= 0.154 Importance Factor 1.00 Soil Allowable Bearing 1,500 psf Copyright 2013. SEGA Engineers (Veit) 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 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 LL Snow, Pf 25 psf (115% Load Duration) Reduction, Cs 0.00 (Ct = 1.1, other surfaces) 6/12 pitch = 27 deg Total Roof Load 39.2 psf FLOOR DL Flooring 0.5 psf 3/4' Plywood 2.3 2x12@16"oc 3.3 5/3" 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 / Structural & Civil Consulting Engineers 22939 SE 292nd Place • Black Diamond, Washington 98010 JOB NO. Lzpi - z of fl—o7u, FIGURED BY &01--. (360) 886-1017 • Fax (360) 886-1016 CHECKED BY P[N2-- '44s 3 e . (4,)(40) (1L,s-5011- DATE " IA SHEET Z OF i w / i. 15-, 31c G-Tr.ekr- ») 1) too 3 -La D Not Q. /-0r S) PSL ` Soit-r' T_,< �,3 t,jz = (5Z)(4S°C) ` / Coy - ;d� (3,z'`)((0,L1•0.s')(o-�`JP ( ) =p,zr 7A'` //', s C'97 4)- 73r1 2 Cdocct 1, F 2 C J`- /og. ' (z) (so ?la )t)0t S t.)(4s -- )I 1&' (-) (45 Pic) (5 d' c 3, 5 5-o' wz (GJ (SQpi) .+ I „o.0, -- - O �= dss')— ( d-.5')o.ck)(44d) �/ Zw Copyright 2011, SEGA Engineers 1e- it ) u, ZK 19" a7 a1/7„ L✓C_ 714 3Yz.)gI.✓L4k- SEGA Engineers PROJECT LzM - - soz / Structural & Civil Consulting Engineers 22939 SE 292nd Place • Black Diamond, Washington 98010 (360) 886-1017 • Fax (360) 886-1016 CHECKED BY DATEE4"/if SHEET3, OF JOB NO. I �v7 FIGURED BY �'1Z I A) Cr - v`rPO - 1'1--c=c4 /Lao/C._ 23rvi /AioOK_ ILoff f/�/� (II i Y -C(9717) (o'a&'L'` 5,� M —�' ��� (1,9P) - ( 7c11)(`Kif')( ?IV/ s' ;'`_ a,S( Io����!Lot) - 1, L33 )clo?).4I Z,} v 7' T512 K S xl z Ery -d-- o� w1 ... ✓/////L/ P �_` (A—'tz, )(So?Jti) xx f Ck )4',21r, - S6 i - (4_1( 4 ,,o)E7.1,. g 0 W L CfLi� . L�(40),,l ` ,-/0Z 1' (Ak. SIZ.70-5.3"4 Ei;o,4C( iliiii)(14`)Lt V,W-. (0• t' (j1')Z= �Ti .p /gym 3 -c-/ - OP7, o f + I), (A)=C�z)(4wpip) vin'? = C�sl�sf)(moi)= 9i,�3o PLIA Copyright 2011, SEGA Engineers 5 '4 c/ 4 , ; 4 ->G— 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 /%h) SHEET 4. OF JOB NO. Lt. Al- Z,00Z_ 11-07 La FIGURED BY 6.4T ffeva-w► PA)(.;1— ' �P � Z Yifoox F -44-s1 11 )(Sc'PL) t 100 s:4 -_,z?) SrP) ' /j S/d-r _\(4 ,) (SL)" 3�s wZ = C -2r-,1('"PY)1-100? /- (til((° jfr) Z3St4-'= M = Cd, (coPr)— 0,')(b,zcimk9(-t) = 7Z !'� La L / 4�i Z-� t ►L )L! s/v/PI) = Co,K 177-- = o, 4s(91fl(/1t)Z a,7L1-1(di/�()l')Z� 4/ G4D 4.4 S`ld-1!'fid L✓L Ok k/OS)e,r2 r '1' -5- (,,_,‘„)(_,,,), _c ) — 1 u 4)(1) JS )0z Kie• LI -D Copyright 2011, SEGA Engineers e -z K l4, SEGA Engineers/ Structural & Civil Consulting Engineers 22939 SE 292nd PL Black Diamond, WA 98010 (360) 886-1017 Project L2-2802 Job No. 11-076 By: GAT Checked Date: 07/29/13 Sht. LATERAL LOADS - (Alternate ASD) SEISMIC Maximum Base Shear, V = F SDS W where, F = 1.1 SDs=1.00 R = 6.5 W = Seismic Weight For W: R Two -Story Building Ss = 1.5 Fa = 1.00 Table 12.14-1 Wroof Wnoor = (30ft) (55ft) (16psf)+ (2) (30ft) (58ft) (14psf)+ (2) Eq. 12.14-11 (Table 11.4-1, Ss > 1.25) (30ft+ 55 ft) (4.0ft) (9.5psf) = 33 kips (30ft+ 58ft) (8.5ft) (9.5psf) = 39 kips Design Base Shear , V = ( .169) (71 kip) = 12.1 kip E = 12.1 kip = 8.6 kip WIND Design Wind Pressure, ps = )X Kn Ps3o where, = 1.00 = 1.00 = 1.00 = 1.00 = 1.05 Kn = 1.00 P30 = 17.7 psf 1.4 0-15ft 20 ft 25 ft 30 ft 35 ft Exposure B 110 mph Po -15 = ( 1.00) ( 1.00) (17.7 psf) = 17.70 psf P20 = ( 1.00) ( 1.00) (17.7 psf) = 17.70 psf P25 = ( 1.00) ( 1.00) (17.7 psf) = 17.70 psf Pao = ( 1.00) ( 1.00) (17.7 psf) = 17.70 psf P35 = ( 1.05) ( 1.00) (17.7 psf) = 18.59 psf Design Base Shear: (Wind) Therefore, Vvb= (30ft) + (30ft) + (30ft) Vsis= (60ft) + (54ft) (10ft) (5ft) (1ft) (10ft) (5ft) (17.7 psf) + (17.7 psf) + (18.6 psf) (17.7 psf) + (17.7 psf) + W total = 71 kips Eq. 28.6-1, Sect. 28.6.3 Figure 28.6-1 Section 26.8 Figure 28.6-1 (ASD) (x0.6= 10.62psf) (x 0.6 = 10.62 psf) (x0.6= 10.62psf) (x0.6= 10.62psf) (x0.6= 11.15 psf) (30ft) (5ft) (17.7psf) (30ft) (5ft) (17.7psf) =13.8x0.6 =8.3kips (58ft) (5ft) (17.7psf) (20ft) (5ft) (17.7psf) =22.3x0.6 =13.4kips Seismic Loads Govern for Lateral Design - Front/Back Wind Loads Govern for Lateral Design - Side/Side Copyright 2013, 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. LATERAL LOADS - (cont'd) Distribute Seismic Loads Over Height Maximum Base Shear, V = 8.6 k FX = w, V (Eq. 12.14-12) W Foot= (32.9) (8.6k) = 4.0 kip ( 71.4 )_ Ffloor = ( 38.6) (8.6 k) = 4.7 kip ( 71.4 ) F,, _ 8.6 kip Copyright 2011, SEGA Engineers SEGA Engineers PROJECT / Structural & Civil Consulting Engineers G- Z- Z.6 JOB NO. fl v 7 (Q FIGURED BY G kr 22939 SE 292nd Place • Black Diamond, Washington 98010 (360) 886-1017 • Fax (360) 886-1016 CHECKED BY DATE �/ SHEET 7OF 144 -GL 11- .-5H e z 14.111.1.1. Z y= Z(o•j' _ 5 2Fr 7.,,t200 ' ' *)11( t- 'A -L3' =44-e' Kill - ›(I e T -U42 639110-J', J-2 3')-7sirsi-->e•;-P- o it J �}�3S" - Z3S Copyright 2011, SEGA Engineers 4 5 p e, 3' /1L"!‘n 7‘, _ S' c ig .4f 33,-" t.s.s SEGA Engineers PROJECT / Structural & Civil Consulting Engineers 22939 SE 292nd Place • Black Diamond, Washington 98010 (360) 886-1017 • Fax (360) 886-1016 CHECKED BY JOB NO. ' tZ- 7,goz.-S 1 —c-07(, FIGURED BY (3 Ar \.i,/ ,L 1.1,) ettit 1l/ -u_ 3. 4.S' ice, - ° 1 ( ) (/o') (lo, 4 r 5) Za ,)‘" 2-1t-Z,ItZ1 iZ' �.- SIZz1, : (Q40? (t)( 1 tti,z �J. 7/ DATE 3 SHEET S OF 14.46,1'4- (ELl;J.'R') 3' )2°P5 U@ (4:\c )0o, (5v[( ) r0 0)1) }� (Si )(jo,)\, 3)77 F fl' (oiSrr Z 3,7co �(o, �k/i4 'R') 12`14.r.-- ' V/ " C'i)(4!) C/ 1 J,'i&) ( z)l 1)V0,.iP ). NA" l- 7, r 5/4-1 ' (tr4 Copyright 2011, SEGA Engineers �nirz46113 8' 7-2 kb SEGA Engineers / PROJECT / Structural & Civil Consulting Engineers t" z - 22939 SE 292nd Place • Black Diamond, Washington 98010 JOB NO. I _07L0 FIGURED BY /4..)- (360) 886-1017 • Fax (360) 886-1016 CHECKED BY S adz �t�►4 LL Tt s/ Lo.a7 ) $/- w - °►z:- _ 3 7-7 t (4`'17-1))6 (t,3911 Y , ` 47.L.'))°4 —4)01-ILW4CL DATE/ "" II / SHEET/ OF P2o;, v)L ( -714_) (/d)(lo 1)0 40 #,4 , ` 3 c_2 fL,i- Copyright 2011, SEGA Engineers (la 44,11= 0.,351, 11..= Z 3 a p to. N -2-ca sZ S T»3 /4/2.' • SEGA Engineers/ /Structural & Civil Consulting Engineers PROJECT L2-2802-5 22939 SE 292nd Place • Black Diamond. Washington 98010 JOB NO. (360) 886-1017 • FAX 886-1016 SHEAR WALL KEY PLAN II -016 FIGURED BY GAT CHECKED BY DATE 01/29/13 SHEET 10OF 10 • SHEAR WALL SCHEDULE Mark Minimum Sheathing Anchor Remarks (4) Sheathing (1) Nailing (1). Bolts (2) \ A> /\ 1/2" OSB 8d @ 6" O.C. /8" @ 60" O.C. Qall = 230 plf or CDX B> /\ 1/2" OSB or CDX 8d @ 4" O.C. 5/8" @ 32" O.C. Qall = 350 plf C� / 1/2" OSB or CDX 8d @ 3" o.c. 5/8" @ 16" O.C. QaII = 450 plf Use minimum 3x studs at abutting panel edges and stagger edge nailing. > 1/2' OSB or CDX 8d @ 2" O.C. 3/4' @ 16" O.C. Qali = 600 plf Use minimum 3x studs at all panel edges and stagger edge nailing. I> See Detail 12/S2.0 for Construction Notes: All walls designated "> " are shear walls. Exterior walls shall be sheathed with rated sheathing (24/0, OSB or CDX) and nailed at all panel edges (Blocked) per schedule (uno). Nailing at intermediate framing to be at 12" oc. Nailing not called out shall be per IBC Table 2304.9.1. 1) 2) Use minimum of (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 a minimum of 7" into concrete. Use minimum 3" x 3" x1/4" galvanized plate washer for each anchor bolt. 3) Holdowns and other framing hardware by Simpson or equal to be used per plan. Ends of shear walls shall use double studs minimum (UNO). 4) Allowable loads are permitted to be increased by 40% for wind design in accordance with IBC Section 2306.3. August 30, 2013 City of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director Cary Lang Cary Lang Construction Inc. 29815 24 Av SW Federal Way, WA 98023 RE: Correction Letter #1 Development Permit Application Number D13-255 Cary Lang Construction — Lot 5 —14761 62 Av S Dear Mr. Lang, This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the Planning Department. At this time the Building, Fire, and Public Works Departments have no comments. Planning Department: Rebecca Fox at 206 431-3683 if you have questions regarding the attached comments. Please address the attached comments 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. Corrections/revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, I can be reached at (206) 431-3670. Sincerely, ,--3;;>ap Bill Rambo Permit Technician File No. D13-255 W: (Permit Center\ Correction Letters120131D13-255 Correction Letter #1.docx 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 • • Plan Review -- Substantive Comment Memo Date: August 29, 2013 Project Name: Cary Lang Construction, Lot 5 Permit #: D13-255 Reviewer: Rebecca Fox, Senior Planner The Planning Division has reviewed the plans, and requires additional information as follows: 1. Elevations The site plan indicates lot #5 is sloping, but building elevations do not indicate the grade. This is necessary in order to calculate building height. Provide elevation drawings that indicate the grade, and that indicate building height as per the Tukwila Municipal Code. Per TMC 18.06.100 "Building Height" means the height of a building as calculated by the method of the Washington State Building Code. A sample elevation with grade is provided. August 7, 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 D13-255 Cary Lang Construction Lot 5 —14761 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 August 2, 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, fer Marshall 't Technician File No. D13-255 W:\Permit Centerincomplete Letters\2013\D13-255 Incomplete Letter #1.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: August 6, 2013 Project Name: Cary Lang Construction, Lot 5 Permit #: D13-255 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. The site plan provided specifies the lot to be a flat lot. However topographical lines show a sloping lot. Provide clarification to show consistency. In addition show on the site plan specifically where the footing drain discharge system shall be located on the lot. 2. The footing drain discharge system shown on the plan is rather vague and typically not the type used for this area. Provide more specific footing -drain design detail per building code specifications for a footing discharge system design. Plan architectural details shall also show a footing drain design detail per building code specifications. Footing drain system and design specifications are provided on handouts located on city website and also available at the permit center. (2012 IRC R405.1 & 408.6) 3. Provide a subdivision plat plan to show where this lot is specifically located within the vicinity of that subdivision. Should there be questions concerning the above requirements, contact the Building Division at 206-431-3670. No further comments at this time. City c*Tukwila • 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.: 3597000082 Permit Number: D13-255 Address: 14761 62 AV S TUKW Issue Date: Suite No: Permit Expires On: Applicant: CARY LANG CONSTRUCTION, LOT 5 DESCRIPTION OF WORK: CONSTRUCTION OF 2812 SF SFR WITH 577 SF GARAGE AND 135 SF OF COVERED DECK. PUBLIC WORKS ACTIVITIES INCLUDE: TESC, LAND ALTERING, STORM DRAINAGE INCL. INFILTRATION WITH POSSIBLE OVERFLOW TO EXISTING STORM SYSTEM WITHIN 62nd AVE. S., SAN. SIDE SEWER, PERM. 3/4" WATER METER, RESIDENTIAL FIRE LINE, AND UNDERGROUNDING FOR POWER. TRANSPORTATION IMPACT FEE. TRAFFIC CONCURRENCY. METER #1 METER #2 METER #3 Water Meter Size: 0.75 0 0 Quantity: 1 0 0 Water Meter Type: Perm Work Order Number: 21340130 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 D13-255 Printed: 02-05-2014 • PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP ACTIVITY NUMBER: D13-255 DATE: 09-19-13 PROJECT NAME: CARY LANG CONSTRUCTION LOT 5 SITE ADDRESS: 14761 62 AV S Original Plan Submittal Response to Incomplete Letter # X Response to Correction Letter # 1 Revision # After Permit Issued DEPARTMENTS: Building Division Public Works n Fire Prevention Structural n Planning Division Permit Coordinator II Ili DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Incomplete DUE DATE: 09-24-13 Not Applicable Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg 0 Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROUTING: Please Route Structural Review Required nNo further Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved Notation: Approved with Conditions DUE DATE: 10-22-13 Not Approved (attach comments) n REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg 0 Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents/routing slip.doc 2-28-02 OPERMIT COORD COPY PLAN REVIEW/ROUTING SLIP ACTIVITY NUMBER: D13-255 DATE: 08/13/13 PROJECT NAME: CARY LANG CONSTRUCTION, LOT 5 SITE ADDRESS: 14761 62 AV S Original Plan Submittal X Response to Incomplete Letter # I Response to Correction Letter # Revision # after Permit Issued DEPARTMENTS: hVW Ocktq Bull Ing Division Public Works Fire Prevention Structural 4 Planning Division ❑ Permit Coordinator ❑ DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete 14 Indomplete DUE DATE: 08/15/13 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 Route 1N,4 REVIEWER'S INITIALS: DATE: Structural Review Required ❑ No further Review Required ❑ APPROVALS OR CORRECTIONS: DUE DATE: 09/12/13 Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: 8- 13 Bldg 0 Fire 0 Ping- PW 0 Staff Initials: HERMIT COORD COPY ,; PLAN REVIEW/ROUTING SLIP ACTIVITY NUMBER: D13-255 DATE: 08/02/13 PROJECT NAME: CARY LANG CONSTRUCTION, LOT 5 SITE ADDRESS: 14761 62 AV S X Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # after Permit Issued DEPARTMENTS: Building Division 111 Public Works I 10A picvsili 0 '04105 Fire Prevention Structural Planning Division Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 08/06/13 Complete ❑ Incomplete 1K Not Applicable ❑ Comments: Permit Center Use Only I INCOMPLETE LETTER MAILED: Of) t3 LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg KJ Fire ❑ Ping ❑ PW 0 Staff Initials: TUES/THURS ROUTING: Please Route U REVIEWER'S INITIALS: Structural Review Required ❑ No further Review Required ❑ DATE: APPROVALS OR CORRECTIONS: DUE DATE: 09/07/13 Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) ❑ Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg 0 Fire 0 Ping 0 PW 0 Staff Initials: • 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: /13 Plan Check/Permit Number: O Response to Incomplete Letter # lir Response to Correction Letter # I. ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: Lor" Project Address:6 2- Contact Person: C-6-12-111 (mac in j Summary of Revision: �/ D 13-z� 4-u S Phone Number: 206-'" Z 3 $ 3 u4-ert'oiv 67Lo c./_, I fro 5 'V --e , ..P 19 2013 PERMIT CENTER Sheet Number(s): "Cloud" or highlight all ideas -Of revision`incltidiiig`date'of re Received at the City of Tukwila PermitjCenter by: Entered in Permits Plus on 61— - � H:Wpplications\Fonns-Applications On Line \2010 Applications\7-2010 - 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.TukwilaWA.gov Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: ki/3//3 Plan Check/Permit Number: D13-255 • Response to Incomplete Letter # 1 ❑ Response to Correction Letter # ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: Cary Lang Construction, Lot 5 Project Address: 14761 62 Av S Contact Person: Phone Number: crrftelVen OF Tukwri to AUG 13 2013 Summary of Revision: ® 51‘rf w•/17 5 S . .Orre C.i ecl To PO d ` iva FDc 1 e),-," 'Ltd 1/1 CO A! e- CT' 4-o Tit,— c 5,�-�e 5 tiI srit6 C'DA -04 5 rit c l<, I e F) t) ci e e� '_ c,l , d u L-4 S i'ON p (A4 MA --P S riot i ►vu 4.0-rS c _+ i Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Entered in Permits Plus on C:\Users\jenmfer-m\Desktop\Revision Submittal Form.doc Revised: May 2011 a Department of Natural Resources and Parks Wastewater Treatment Division King County Residential Sewer Use Certification Sewage Treatment Capacity Charge • To be completed for all new sewer connections, re- connections, e •connections, or change of use of existing connections. • This form does not apply to repairs or replacements of existing sewer connections within five years of disconnect. Please Print or Type 6/ ('ZS fff$ For King County Use Only Account It No. of ROES Monthly Fate Property Street Address T kwi'I4- W- t sre/ 6 a -�- City Staten_ ZIP /% (� 4-2V A h- C.o �-diG— �/�C• Owner's Name V Sewer District / Agency Contact & Phone Number 218//5 4/5 oel'r/# Owner's MailingAddress 4 144A- leo City State ZIP - e./3 -5-0575' Owner's Phone Number (with Area Code) Property Contact Phone Number (with Area Code) Party to be Billed (if different than Owner): Name Street Address Date of Sewer Connection Side Sewer Permit Number Required: Property Tax Parcel Number Subdivision Name Subdivision Number Lot Number Block Number RECEIVED CITY OF TUKWILA AUG 022013 PERMIT CENTER Please report any demolitions of pre-existing building on this property. Credit for a demolition may be given under some circumstances. Demolition of pre-existing building? ❑ Yes ❑ No 1.6 Was building on Sanitary Sewer? ❑ Yes ❑ No 2.4 Was Sewer connected before 2/1/90? ❑ Yes ❑ No 3.2 Sewer disconnect date: Type of building demolished? Request to apply demolition credit to multiple buildings? ❑ Yes ❑ No City State ZIP Residential Customer Please check appropriate box: Equivalent (RCE) Single-family (free standing, detached only) 1.0 Multi -Family (any shared walls): Ci Duplex (0.8 RCE per unit) ❑ 3-Plex (0.8 RCE per unit) ❑ 4-Plex (0.8 RCE per unit) ❑ 5 or more (0.64 RCE per unit) No. of Units x 0.64 = ❑ Mobile home space (1.0 RCE per space) No. of Spaces x 1.0 = If Multi -family, will units be sold individually? ❑ Yes ❑ No If yes, will this property have a Homeowner's Association? ❑ Yes ❑ No Building Name 1)12 2-5°-c Pursuant to King County Code 28.84, all sewer customers who establish a new service which uses metropolitan sewage facilities shall be subject to a capacity charge. The amount of the charge is established annually by the Metropolitan King County Council as a rate per month per residential customer or residential customer equivalent for a period of fifteen years. The purpose of the charge is to recover costs of providing sewage treatment capacity for new sewer customers. All future billings can be prepaid at a discounted amount. Questions regarding the capacity charge or this form should be referred to King County Wastewater Treatment Division at 206-684-1740. I certify that the information given is correct. I understand that the capacity charge levied will be based on this information and any deviation will require resubmission of c cted data for c termination of a revised capacity charge Signature of Owner/Representative Print Name of Owner/Representative Date 8/2/ i3 Contractors or Tradespeople liter Friendly Page General/Specialty Contractor A business registered as a construction contractor with L&I to perform construction work within the scope of its specialty. A General or Specialty construction Contractor must maintain a surety bond or assignment of account and carry general liability insurance. Business and Licensing Information Name CARY LANG CONSTRUCTION INC UBI No. 601231391 Phone 2536616880 Status Active Address 29815 24Th Ave Sw License No. CARYLCI1010F Suite/Apt. License Type Construction Contractor City Federal Way Effective Date 9/6/1990 State WA Zip 98023 County King Business Type Corporation Parent Company Expiration Date 9/13/2014 Suspend Date Specialty 1 General Specialty 2 Unused 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 Et INDEM CO 796451C 08/09/2008 Until Cancelled $12,000.0009/10/2008 08/19/2013 3 STATE FARM FIRE & CAS CO 980557506 08/09/2001 Until Cancelled 10/21/2008 $12,000.0009/10/2001 07/07/2011 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 09/10/2014 $1,000,000.00 08/19/2013 18 Developers Surety a Indem Co BIS0000040604 09/10/2011 09/10/2012 $1,000,000.00 07/07/2011 17 DEVELOPERS SURETY & INDEM CO BIS0000040603 09/10/2008 09/10/2011 $1,000,000.0007/15/2010 16 NORTH AMERICAN CAPACITY INS CO 886000092602 09/10/2006 09/10/2008 $1,000,000.0009/11/2007 Summons/Complaint Information No unsatisfied complaints on file within prior 6 year period https://fortress.wa.gov/lni/bbip/Print.aspx 11/12/2013 NenE6 BUILDING CODE: 2012 INTERNATIONAL BLDG. CODE (iBC), AND BY REFERENCE WHERE APPLICABLE THE 2012 INTERNATIONAL RESIDENTIAL CODE (iRC) AS AMENDED BY LOCAL JURISDICTION. ROOF LiVE LOAD = 25 PSF (SNOW) ROOF DEAD LOAD = I5 PSF FLOOR LIVE LOAD • 40 PSF (REDUCIBLE) FLOOR DEAD LOAD • 15 PSF WIND LOAD = 110 MPH WIND SPEED, EXPOSURE 'B', RiSK CAT. iI TYPE: V OCCUPANCY GROUP: R-3 PESiGN CRITERIA: TABLE R3012(i) GROUND LOAD WIND SPEED SEISMIC DESIGN CATEGORY SUBJECT TO DAMAGE FROM WINTER DESIGN TEMP? ICE SHIELD UNDSNOW Y ANT iaEQIJIRED moor) HAZARDS AIR FREEZiNG INDEX MEAN ANNUAL TEMP WEATHERING FROST DEp LILINETERMITE 2,500 pet (4 1/2% air entrained .1- 1 DECAY 25 (nip) D1/02 MOD IS SLIGHT- MOD SLIGHT n NO PER LOCAL JURISDICTION 501 50 ADDITIONAL REQUIRED SUBMITTAL ITEMS ITEMS TO BE SUBMITTED BY THE OWNER OR CONTRACTOR AT TIME OF PERMIT SUBMITTAL: - MFG. JET. DESIGN AND LAYOUT IF APPLICABLE (FROM MANUFACTURER) - MFG. TRUSS DESIGN AND LAYOUTS (FROM MANUFACTURER) 411 GENERAL UNLESS A SOILS INVESTIGATION BY A QUALIFIED SOILS ENGINEER IS PROVIDED, FOUNDATION DESIGN IS BASED ON AN ASSUMED AVERAGE SOIL BEARING OF 1500 PSF, 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. 1MMiMUM COMPRESSIVE STRENGTH OF CONCRETE PER TABLE R402.2 TYPE OR LOCATIONS CF CONCRETE CONSTRUCTION MINIMUM COMPRESSIVE STRENGTH (f c) AT 28 DAYS MODERATE 'LEATHERING POTENTIAL ORIENTATION CF GYPSUM BOARD TO FRAMING BASEMENT WALLS, FOUNDATION 4 OTHER CONCRETE NOT EXPOSED TO THE WEATHER 2500 pal SIZE OF NAiL FOR APPLICATION TO WOOD FRAMING BASEMENT SLABS 4 INTERIOR SLAB ON GRADE, EXCEPT GARAGE FLOOR SLAB. 2,500 pet 13 GAGE 1-3/8' LONG 19/64 HEAD/0038 DIA I -V4' LONG ANNULAR -RINGED Sd COOLER NAIL 0.86' DIA. 1-5/8' LONG 15/64' HEAD OR GYPSUM BOARD NAILA�86' PIA 1-5/8' LONG 9/32 HEAD BASEMENT WALLS, FOUNDATION WALLS, EXTERIOR WALLS 4 OTHER VERTICAL CONCRETE WORK EXPOSED TO THE WEATHER 2,500 pet (4 1/2% air entrained .1- 1 1/2%) PORCHES, CARPORT SLABS 4 STEPS EXPOSED TO THE WEATHER 4 GARAGE FLOOR SLAB. 3,000pal (4 1/2% air entrained .1- I 1/2%) CONCRETE 'BATCH TICKET' SHALL BE AVAILABLE ON SITE FOR REVIEW BY BUILDING OFFICIAL REINFORCING STEEL TO COMPLY WITH ASTM A615 GRADE 40. UN.O. (SEE STRUCTURAL) ATICN BOLT HEADS AND NUTS BEARING AGAINST WOOD TO BE PROVIDED WiTH 1/4'x3'x3' PLATE WASHERS. WOOD BEARING ON OR INSTALLED WITHIN I' OF MASONRY OR CONCRETE TO BE PRESSURE TREATED WITH`AN APPROVED PRESERVATIVE. FOUilDATION SILL BOLTS TO BE 5/S' DIAMETER AT 5'-0' O.C. U.N.O. WITH MIN. 1' EMBEDMENT METAL FRAMING CONNECTORS TO BE MANUFACTURED BY SIMPSON STRONG-TiE OR USP STRUCTURAL CONNECTORS. ALL WOOD IN CONTACT WITH CONCRETE TO BE PRESSURE TREATED. FIELD CUT ENDS, NOTCHES, AND DRILLED HOLES OF PRESSURE TREATED LUMBER SHALL BE RETREATED IN THE FiELD IN ACCORDANCE WITH AWPA M4. (END CUT SOLUTION BY LUOLMANIZED WOOD) PER IRC R311.1.1, FASTENERS FOR PRESSURE PRESERVATIVE AND FIRE RETARDANT TREATED WOOD SHALL BE OF HOT -DIPPED GALVANIZED STEEL, STAINLESS STEEL, SILICON BRONZE, OR COPPER. 6' MN. CLEARANCE BETWEEN WOOD AND GRADE. 12' MIN. CLEARANCE BETWEEN FLOOR BEAMS AND GRADE. 18' MIN. CLEARANCE BETWEEN FLOOR JOIST AND GRADE. DAMPPROOFING EXCEPT WHERE REQUIRED BY SEC. R406.I TO BE WATERPROOFED, FOUNDATION WALLS THAT RETAIN EARTH OR ENCLOSE INTERIOR SPACES AND FLOORS BELOW GRADE SHALL BE DAMPPROOFED FROM THE TOP OF THE FOOTING TO THE FINISHED GRADE. MASONRY WALLS SHALL HAVE NOT LESS THAN 3/8' PORTLAND CEMENT PARGING APPLIED TO THE EXTERIOR OF THE WALL. PARING SHALL BE DAMPED iN ACCORDANCE WiTH ONE OF THE FOLLOWING. 1. BITUMINOUS COATING 2..3"POUNDS PER SQ. YD. OF ACRYLIC MODIFIED CEMENT 3. Vs' COAT OF SURFACE BONDING CEMENT COMPLYING WITH ASTN C 881 8 4. ANY MATERIAL APPROVED FOR WATERPROOFING IN SEC. R4062 5. OTHER APPROVED METHODS OR MATERIALS. EXCEPTION: PARSING OF UNIT MASONRY WALLS IS NOT REQUIRED WHERE A MATERIAL IS APPROVED FOR DIRECT APPLICATION TO THE MASONRY. WATERPROOFING R4062,IN AREAS WHERE HIGH WATER TABLE OR OTHER SEVERE SOIL -WATER CONDITIONS ARE KNOWN TO EXIST, EXTERIOR FOUNDATION WALLS THAT RETAIN EARTH OR ENCLOSE INTERIOR SPACES AND FLOORS BELOW GRADE SHALL BE WATERPROOFED FROM THE TOP OF FOOTING TO FINISHED GRADE. WALLS SHALL BE WATERPROOFED IN ACCORDANCE WITH ONE OF THE FOLLOWING. I. 2 -PLY HOT 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. Le CEMENT -BASED, FIBER -REINFORCED, WATERPROOF COATING 8.60 -MIL SOLVANT FREE, LiQUID-APPLIED SYNTHETIC RUBBER <CEPTION: ORGANIC-SOLvANT-BASED PRODUCTS SUCH AS HYDROCARBONS, CHLORINATED HYDROCARBONS, KETONS AND ESTERS SHALL 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 CONFORM TO TYPE C OF ASTM D 449. HOT ASPHALT SHALL BE APPLIED AT A TEMPERATURE OF LESS THAN 200 DEG. F. ALL JOINTS IN MEMBRANE WATERPROOFING SHALL BE LAPPED AND SEALED WITH AN ADHESIVE COMPATIBLE WITH THE MEMBRANE. 4 PINE EL pRAFTSTOPPiNG R302.12 WHEN THERE iS USABLE SPACE BOTH ABOVE 4 BELOW THE CONCEALED SPACE OF A FLOOR/CEILING ASSEMBLY, DRAFTSTOPS SHALL BE INSTALLED SO THAT 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 IS ENCLOSED BY A FLOOR MEMBRANE ABOVE 4 A CEILING MEMBRANE BELOW, DRAFTSTOPPING SHALL BE PROVIDED IN FLOOR/CEiLING ASSEMBLIES UNDER THE FOLLOWING CIRCUMSTANCES: I. CEILING IS SUSPENDED UNDER THE FLOOR FRAMING. 2. FLOOR FRAMING IS CONSTRUCTED OF TRIES -TYPE OPEN -WEB OR PERFORATED MEMBERS. DRAFTSTOPPING SHALL CONSIST OF MATERIALS LISTED IN IRC SECTION R302.I2 FIREBLOCKING 8302.11 FIREE3LOCKING SHALL BE PROVIDED TO CUT OFF ALL CONCEALED DRAFT OPENINGS (BOTH VERTICAL AND HORIZONTAL) AND TO FORM AN EFFECTIVE BARRIER BETWEEN STORIES, AND BETWEEN A TOP STORY AND THE ROOF SPACE. FiREBLOCKING SHALL BE PROVIDED IN WOOD -FRAME CONSTRUCTION IN THE FOLLOWING LOCATIONS: I. 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. 1.2. HORIZONTALLY AT INTERVALS NOT EXCEEDING 10ft 2. AT ALL INTERCONNECTIONS BETWEEN CONCEALED VERTICAL AND HORIZONTAL SPACES SUCH AS OCCUR AT SOFFITS, DROP CEILINGS, AND COVE CEILINGS. 3. IN CONCEALED SPACES BETWEEN STAIR STRINGERS AT THE TOP AND BOTTOM OF THE RUN. ENCLOSED SPACES UNDER STAIRS SHALL COMPLY WITH IRC SECTION R302.1 (Vs' GWS) 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. PIRESLOCKING OF CORNICES OF A TWO-FAMILY DWELLING IS REQUIRED AT THE LINE OF DWELLING UNiT SEPARATION. FIREBLOCKING SHALL CONSIST OF MATERIALS LISTED IN IRC SECTION R302.11.I LOOSE -FILL INSULATION MATERIAL SHALL NOT BE USED AS A FiREBLOCK UNLESS SPECIFICALLY TESTED iN THE FORM AND MANNER INTENDED. THE INTEGRITY OF ALL FIREBLOCKS SHALL BE MAINTAINED. comiertazoncm~ GENERAL ALL NAILING TO COMPLY WITH REQUIREMENTS OF iRC TABLE 86023(I) GYPSUM WALL BOARD AT INTERIOR WALLS TO BE FASTENED ACCORDING TO TABLE 81023.5 MINIMUM THICKNESS AND APPLICATION OF GYPSUM BOARD TABLE RT023. THICKNESS OF GYPSUM BOARD (INCHES) APPLICATION ORIENTATION CF GYPSUM BOARD TO FRAMING MAXIMUM SPACING OF FRAMING MEMBERS (INCHES 0.C.) MAXIMUM SPACING OF FASTENERS (INCHES) SIZE OF NAiL FOR APPLICATION TO WOOD FRAMING NAILS w/o edhe*Ive SCREWS 13 GAGE 1-3/8' LONG 19/64 HEAD/0038 DIA I -V4' LONG ANNULAR -RINGED Sd COOLER NAIL 0.86' DIA. 1-5/8' LONG 15/64' HEAD OR GYPSUM BOARD NAILA�86' PIA 1-5/8' LONG 9/32 HEAD 1/2. CEILING EITHER DIRECTION 16 1 12 CEILING PEIRPENDICULAR 24 1 12 WALL EITHER DIRECTION 24 8 12 WALL. EITHER DIRECTION IS 8 46 5/8' CEILING EITHER DIRECTION 16 1 12 13 GAGE 1-9/8' LONG 19/64' HEAD/D.0SW D ANNULAR -RINGED Sd COOLER NAIL 0.092'DIA 1-1/8' LONG 1/4' HEAD OR GYPSUM BOARD NAIL00915' DIA 1-1/8' LONG 19/64' HEAD CEILING PERPENDICULAR 24 1 12 WALL EITHER DIRECTION 24 8 12 WALL EITHER DIRECTION IS 8 ib FASTENERS ALL NAiLS SPECIFIED ON THIS PLAN SHALL BE COMMON OR GALVANIZED BOX (UNLESS NOTED OTHERWISE) OF THE DIAMETER AND LENGTH LISTED BELOW OR AS PER APPENDIX L OF THE NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION (NDS) 8d COMMON (0.131' DIA., 2-1/2' LENGTH), 8d BOX (0.113' PiA, 2-1/2' LONG), 10d COMMON (0.148' DIA, 3' LONG) 10d BOX (0.125' 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., I-1/8' LONG) 1,.UMBER GRADES FRAMING LUMBER SHALL COMPLY WITH THE LATEST EDITION OF THE GRADING RULES OF THE WESTERN 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 LARGER I -IF *2 - Fb■915 pet, Fv•I50 pat, Fc•I300 pet, E■1300000pet I -IF '2 - FD•915 pet, Fv•I50 pet, Fc■1300 pat, E•1300000pe1 DEM 4X 6X OR LARGER DF -L *2 - Fb■900 pet, Fv■180 pet, Fc■1350 pal, E■1600000pet DF -L '2 - Fb■815 pet, Fv•110 pet, Fc•600 pet, E■1300000pet 2 011211 2X6 OR LARGER HF '2 - Fb■915 pei, Fv•I50 pet, Fc•1300 pet, E•I300000pet HF *2 - Fb=915 pat, Fv=I50 pet, Fc=1300 pet, E=I300000pet PSIS HF *2 - Fb=915 pet, Fv•150 pei, Fc=1300 pei, E=1300000pet HF *2 - Fb=915 pei, Fv=I50 pei, Fc=1300 pet, E=1300000pei DF -L N - Fb■1200 pet, Fvn0 pal, Fc•1000 pat, E■I600000pe1 4X4 4X6 OR LARGER 6X6 OR LAGER GLUED -LAMINATED BEAM (GLB) SHALL BE 24F -V4 FOR SiNGLE SPANS 4 24F -VS FOR CONTINUOUS OR CANTILEVER SPANS WITH THE FOLLOWING MINIMUM PROPERTIES: Fb • 2,400 PSI, Fv = 165 PSi, Fc = 650 PSI (PERPENDICULAR), E = 1,800,000 PSI. ENGINEERED WOOD BEAMS AND i -JOIST CONTRACTOR SHALL SUBMIT SHOP DRAWINGS AND SPECIFICATIONS FOR APPROVAL BY BUILDING OFFICIAL. DESIGN, FABRICATION AND ERECTION IN ACCORDANCE WITH THE LATEST iCC EVALUATION REPORT. SEAMS DESIGNATED AS 'PSL' SHALL HAVE THE MINIMUM PROPERTIES: Fb • 2,900 PSI, Fv = 290 PSI, Fc = 150 PSi (PERPENDICULAR), E = 2000000 PSI. SEAMS DESIGNATED AS ' LVL' SHALL HAVE THE MINIMUM PROPERTIES: Fb • 2,600 PSI, Fv • 285 PSI, Fc • 150 PSI (PERPENDICULAR), E • 1,900,000 PSI. BEAMS DESIGNATED AS ' LEL' SHALL HAVE THE MINIMUM PROPERTIES: Fb • 1,100 PSI, Fv • 400 PSI, Fc ■ 680 PSI (PERPENDICULAR), E ■ 1,300000 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. PREFABRICATED WOOD TRUSSES: PREFABRICATED WOOD TRUSSES SHALL BE DESIGNED TO SUPPORT SELF WEIGHT PLUS LIVE LOAD AND SUPERIMPOSED DEAD LOADS AS STATED IN TI -E GENERAL NOTES. TRUSSES SHALL SE 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) TO ENSURE THAT THE TRUSS BOTTOM CHORD WILL NOT BEAR ON THE WALL. ALL PERMANENT TRUSS MEMBER BRACING SHALL BE INSTALLED PER THE TRUSS DESIGN DRAWINGS. ROOF/WALL/FLOOR SHEATHING TYPICAL WALL 4 ROOF SHEATHING SHALL BE 1/16' RATED SHEATHING MINIMUM UNLESS OTHERWISE SPECIFIED. MINIMUM NAILING SHALL SE Sd COMMON 8 6' 0C. 8 PANEL EDGES AND 12' O.C. IN FIELD UN.O. ON SHEARWALL SCHEDULE. SPAN INDEX SHALL BE 24/0 FOR WALLS AND 24/16 FOR ROOF. FLOOR SHEATHING SHALL BE 3/4' TIG RATED (40/20) SHEATHING, UNLESS OTT-IERWiSE SPECIFIED. MINIMUM NAILING SHALL BE 8d COMMON AT 6' O.C. 8 PANEL EDGES AND 12' 0.0. iN FIELD. SPAN INDEX SHALL BE 40/20 UNLESS NOTED OTI-IERWiSE. 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. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH AND SHALL BE INSTALLED TO PREVENT WATER FROM REENTERING THE EXTERIOR WALL ENVELOPE. APPROVED CORROSION -RESISTANT FLASHINGS SHALL BE INSTALLED AT ALL OF THE FOLLOWING LOCATIONS: 1. 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 THAN I-1/8' (28 mm) OVER THE SHEATHING MATERIAL AROUND THE PERIMETER OF THE 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 CONSTRICTION 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 ALL PROJECTING WOOD TRiM. 5. WHERE EXTERIOR PORCHES, DECKS, OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD CONSTRUCTION. 6. AT WALL AND ROOF INTERSECTIONS. 1. AT BUILT-IN GUTTERS. . -NIP WNNC AND EKYLIC4-1T6 WINDOWS SHALL BE INSTALLED AND FINISHED N ACCORDANCE WiTH THE MANUFACTURER'S WRITTEN INSTALLATION INSTRUCTIONS. WRITTEN INSTALLATION INSTRUCTIONS SHALL BE PROVIDED BY THE MANUFACTURER FOR EACH WINDOW. ALL SKYLIGHTS AND SKY WALLS TO BE LAMINATED GLASS UNLESS NOTED OTHERWISE. °VECTION R3i0-EMERGENCY ESCAPE 4 RESCUE OPNGS SLEEPING ROOMS SHALL 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 OPERATION OF THE EMERGENCY ESCAPE AND RESCUE OPENING FROM THE INSIDE. MINIMUM OPENING AREA: ALL EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL HAVE A MN. NET CLEAR OPENING OF 51 SQ. FT. EXCEPTION: GRADE FLOOR OPENINGS SHALL HAVE A MIN. 5.0 SQ. FT. MINIMUM OPENING HEIGHT: THE MIN. NET CLEAR OPENINGS HEIGHT SHALL BE 24 INCHES. MINIMUM OPENING WiDTH: THE MIN NET CLEAR OPENING WIDTH SHALL BE 20 INCHES. MAXIMUM SiLL HEIGHT: MAX. 44' IN DUELLING 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 OF 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 IN THE FOLLOWING LOCATIONS OR AS OTHERWISE REQUIRED PER IRC SECTION R308.4 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' ABOVE THE WALKING SURFACE GLAZING GREATER THAN 9 SF. AND LESS THAN IS' ABOVE FINISHED FLOOR 6. GLAZING IN GUARDRAILS 1.8. GLAZING LESS THAN IS' ABOVE FINISHED FLOOR 9. STAIRWAYS, LANDINGS 4 RAMPS WITHIN 36' HORIZONTAL OF WALKING SURFACE AND 60' ABOVE ADJACENT WALKING SURFACE TI M016 CTi GENERAL MAINTAIN I' 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 -I0 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 HAVE 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 EXCEPTIONS: I. WHEN SUCH MATERIAL ARE INSTALLED IN CONCEALED SPACES, THE FLAME -SPREAD AND SMOKE-DEVELOPEMENT 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 TO MEET THE SMOKE -DEVELOPED INDEX OF NOT MORE THAN 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 WEATHERSTRiPPED TO LIMIT AIR LEAKAGE. VAPOR BARRIERS / GROUND COVERS AN APPROVED VAPOR BARRIER SHALL BE PROPERLY INSTALLED iN ROOF DECKS, IN ENCLOSED CEILING SPACES AND AT EXTERIOR WALLS. GROUND COVER OF 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. CI=i i HEATING EQUIPMENT ALL WARM -AIR RIRNACEB SHALL BE LISTED AND LABELED BY AN APPROVED AGENCY AND INSTALLED TO LISTED SPECIFICATIONS. NO WARM-AiR FIRNACES SHALL BE INSTALLED IN A ROOM USED OR DESIGNED TO BE USED AS A BEDROOM, BATHROOM, 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 IN A GARAriF 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 DWELLING UNIT SHALL BE PROVIDED WiTH AT LEAST ONE PROGRAMMABLE THERMOSTAT FOR THE REGULATION CF TEMPERATURE WSEC SEC. 40311 VENTILATION GROUP R OCCUPANCIES SHALL BE PROVIDED WITH VENTILATION SYSTEMS WHICH COMPLY WITH THE SECTION MI5085 OF THE 2012 AMENDMENTS. IRC AND WASHINGTON STATE 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 SW GAS VENT SHALL BE INSTALLED IN ACCORDANCE WITH THE TERMS OF ITS LISTING, MFR'S INSTALLATION INSTRUCTIONS AND APPLICABLE CODE REQUIREMENTS. A TYPE L VENTING SYSTEM SHALL TERMINATE NOT LESS THAN 2 FEET 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 MI501 * INTEGRATED W -OLE HOUSE VENTILATION SYSTEMS SHALL PROVIDE OUTSIDE AiR AT THE RATE USiNG SECTION MI5083. INTEGRATED FORCED -AIR VENTILATION SYSTEMS SHALL 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 CRAM REQUIRED W/ A RUN TINE OF S HRS. MN. FAN MUST OPERATE AT LEAST ONCE EVERY THREE HOURS SO VENTILATION EFFECTIVENESS CAN BE 1.0 ' 8' SMOOTH WALL PIPE (OPERATION DESCRIPTION TO BE PROVIDED PER M1501) SYSTEM TO BE TESTED AT FINAL INSPECTION 4 LABELED UTILITY ROOM NOTES/MAKE UP AIR I. WHERE THE EXHAUST DUCT IS CONCEALED WITHIN THE BUILDING CONSTRUCTION, THE EQUIVALENT LENGTH OF THE EXHAUST DUCT SHALL SE IDENTIFIED ON A PERMANENT LABEL OR TAG. THE LABEL OR TAG SHALL BE LOCATED WITHIN 6 FEET OF THE EXHAUST DUCT CONNECTION. 2. INSTALLATIONS EXHAUSTING MORE THAN 200 CFM SHALL BE PROVIDED WITH MAKE UP AIR. WHERE A CLOSET iS DESIGNED FOR THE INSTALLATION OF A CLOTHES DRYER, AN OPENING HAVING AN AREA OF NOT LESS THAN 100 SQ. INCHES FOR MAKE UP AiR SHALL BE PROVIDED IN THE CLOSET ENCLOSURE, OR MAKE UP AIR SHALL BE PROVIDED BY OTHER APPR. MEANS. = 100 SQ INCH TRANSFER GRILL PER INC 504.5 AND Nbtxrci4 6 DRILLING AND NOTCHING STUDS. PER SEC 8602.6 DRILLING AND NOTCHING OF STUDS SHALL BE IN ACCORDANCE LATH THE FOLLOWING: I. NOTCHING. ANY STUD IN AN EXTERIOR WALL OR BEARING PARTITION MAY BE CUT OR NOTCHED TO A DEPTH NOT EXCEEDING 25 PERCENT OF ITS WIDTH. STUDS IN NONBEARING PAiRRTiTIONS MAY SE NOTCHED TO A DEPTH NOT TO EXCEED 40 PERCENT OF A SINGLE STUD WIDTH. 2. DRILLING. MY STUD MAY BE BORED OR DRILLED, PROVIDED THAT THE DIAMETER OF THE RESULTING HOLE iS NO MORE THAN 60 PERCENT THE HOLE IS NO MORE THAN INCH (I6mm) OF THE STUD WIDTH, THE EDGE OF TO THE EDGE OF THE STUD, AND THE HOLE IS NOT LOCATED IN THE SAME SECTION AS A CUT OR NOTCH. STUDS LOCATED IN EXTERIOR WALLS OR BEARING PARTITIONS DRLLED OVER 40 PERCENT AND UP 70 60 PERCENT SHALL ALSO BE DOUBLED WITH NO MORE THAN TWO SUCCESSIVE DOUBLED STUDS BORED. SEE FIGURES R602.6(1) AND R602.6(2), EXCEPTION: USE OF APPROVED STUD SHOES IS PERMITTED WHEN THEY ARE INSTALLED iN ACCORDANCE LITH THE MANUFACTURER'S RECOMMENDATIONS. DRILLING AND NOTCHING OF TOP PLATE. PER SEC R602.6.I WHEN PIPING OR DUCTWORK IS PLACED IN OR PARTLY IN AN EXTERIOR WALL OR INTERIOR LOAD BEARING WALL, NECESSITATING CUTTING, DRILLNG OR NOTCHING OF THE TOP PLATE BY MORE THAN 50 PERCENT OF ITS WIDTH, A GALVANIZED METAL TIE OF NOT LESS THAN 0.054 INCH THICK (131mm) (16 ea) AND II/2 INCHES (38mm) WIDE SHALL BE FASTENED ACROSS AND TO THE PLATE AT EACH SiDE OF THE OPENING WITH NOT LESS THAN EiGHT 16d NAILS AT EACH SIDE OF EQUIVALENT. SEE FIGURE P602.6.I. EXCEPTION: WHEN THE ENTIRE SIDE OF THE WALL WiTH THE NOTCH OR CUT IS COVERED BY WOOD STRUCTURAL PANEL SHEATHNG. SEPARATE PERMIT REQUIRED FOR: ❑ i�echantcal • lectdcal © Plumbing CI Gas Piping City of Tukwila BUILDING DIVISION PLANNING APPROVED • Nr, changes can be madeto these plans Without approval from the Planning Division of DCD Approved By:2-` 17 -0)c - ate: okSte: L• CTI POSTING OF CERTIFICATE WSEC R40i3 A PERMANENT CERTIFICATE SHALL SE POSTED WITHIN THREE FEET OF THE ELECTRICAL DISTRIBUTION PANEL. THE CERTIFICATE SHALL BE COMPLETED BY THE BUILDER OR REGISTERED DESIGN PROFESSIONAL. THE 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 HEAT GAIN COEFFICIENT (SHGC) OF FENESTRATION. WHERE THERE IS MORE THAN ONE VALUE FOR EACH COMPONENT, THE CERTIFICATE SHALL LiST THE VALUE COVERING THE LARGEST AREA. THE 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 R402.4.12, AND AIR LEAKAGE RESULTS IF A BLOWER DOOR TEST WAS CONDUCTED. DUCT LEAKAGE TESTING: DUCTS SHALL BE LEAK TESTED IN ACCORDANCE WiTH RS -33, USING THE MAXIMUM DUCT LEAKAGE RATES SPECIFIED IN 2012 WSEC SEC. R403.2.2 HVAC DUCTS MAY NOT DISPLACE REQUIRED INSULATION AND BUILDING CAVITIES MAY NOT BE USED AS DUCTS PER R4032.3 WSEC 5iUILDING AIR LEAKAGE TESTING 2012 WSEC SEC. 8402.4.1.2 TESTING SHALL OCCUR AT ANY TIME AFTER ROUGH IN AND AFTER INSTALLATION OF PENETRATIONS OF THE BUILDING ENVELOPE. WHEN REQUIRED BY THE BUILDING OFFICIAL, THE TEST SHALL BE CONDUCTED IN THE PRESENCE OF DEPARTMENT STAFF. THE SLOWER DOOR TEST RESULTS SHALL BE RECORDED ON THE CERTIFICATE REQUIRED IN SEC. R4013 FeATFROCfM NOV& . ALL REQUIREMENTS OF 2012 UNIFORM PLUMBING CODE WITH WASH STATE AMENDMENTS (UPC) SECT. 31312 RAT PROOFING STRAINER PLATES ON DRAIN INLETS SHALL BE DESIGNED AND INSTALLED SO THAT NO OPENING IS GREATER THAN I/2' IN THE LEAST DIMENSION. 313.12.2 METER BOXES SHALL BE CONSTRUCTED iN SUCH .4 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 SEEN 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 OF APPROVED METAL COLLARS OR METAL SCREEN SECURELY FASTENED TO THE ADJOINING STRICTURE WiTH NO OPENING GREATER THAN 1/2' IN THE LEAST DIMENSION. ..1 I. WSEC SECTION R404 R401.I INTERIOR LIGHTING: A MINIMUM OF 15 PERCENT OF ALL LUMINAIRES SHALL BE HiGH EFFICACY LUMINAIRES. LIGHTING THAT COMPLIES WITH THE PRESCRIPTIVE. STAIRWAY ILLUMINATION PER SEC 8303.1 IRC ALL INTERIOR AND EXTERIOR STAIRWAYS SHALL SE PROVIDED WITH MEANS TO ILLUMINATE THE STAIRS, INCLUDING THE LANDINGS AND TREADS. INTERIOR STAIRWAYS SHALL BE PROVIDED WITH AN ARTIFICIAL LiGHT SOURCE LOCATED IN THE IMMEDIATE VICINITY OF EACH LANDING OF THE STAIRWAY. EXTERIOR STAIRWAYS SHALL SE PROVIDED WITH AN ARTIFICIAL LIGHT SOURCE LOCATED IN THE IMMEDIATE VICINITY OF THE TOP LANDING OF THE STAIRWAY. FOR INTERIOR STAIRS THE ARTIFICIAL LIGHT SOURCES SHALL BE CAPABLE OF ILLUMINATION TREADS AND LANDINGS TO LEVELS NOT LESS THAN I FOOT -CANDLE (11 LUX) MEASURED AT THE CENTER OF TREADS AND LANDINGS. EXTERIOR STAIRWAYS SHALL BE PROVIDED WITH AN ARTIFICIAL LIGHT SOURCE LOCATED IN THE IMMEDIATE VICINITY OF THE TOP LANDING OF THE STAIRWAY. EXTERIOR STAIRWAYS PROVIDING ACCESS TO A BASEMENT FROM THE OUTSIDE GRADE LEVEL SHALL BE PROVIDED WITH AN ARTIFICIAL LIGHT SOURCE LOCATED IN THE IMMEDIATE VICINITY OF THE BOTTOM LANDING OF THE STAIRWAY. EXCEPTION: AN ARTIFICIAL LIGHT SOURCE IS NOT REQUIRED AT THE TOP AND BOTTOM LANDING, PROVIDED AN ARTIFICIAL LIGHT SOURCE iS LOCATED DIRECTLY OVER EACH STAIRWAY SECTION. 2012 EMMY C ..1ANCE AND CPTICNS 2012 WSEC: 1.5 ENERGY CREDITS REQUIRED PER TABLE 406.2 •ENERGY CREDIT: 38 -HIGH EFFICIENCY HVAC EQUIP. (5 CREDITS) -NAT GAS FURNACE WI MiNIMUM AFUE OF 95% *ENERGY CREDIT: 511-EFFiCIANT WATER HEATING (.5 CREDITS) -NAT GAS WATER HTR WI MiNIMUM EF OF 0.62 -ELECTRIC WATER HTR. WI MINIMUM EF OF 093 ALL SHOWERHEAD AND KITCHEN SiNK FAUCETS INSTALLED SHALL BE RATED AT 1.15 GPM OR LESS. ALL OTHER FAUCETS SHALL BE RATED AT 1.0 OR LESS. *ENERGY CREDIT: 28 -AIR LEAKAGE CONTROL 4 EFF. VENTILATION (.5 CREDITS) ALL WHOLE HOUSE VENTILATION REQUIREMENTS AS DETERMINED BY SEC. MI5013 OF THE iRC SHALL BE MET WITH A HIGH EFF. FAN (MAX 0.35 WATTS/CFM), NOT INTERLOCKED WITH THE FURNACE FAN VENTILATION SYSTEMS USING A FURNACE INCLUDING AN ECM MOTOR ARE ALLOWED, PROVIDED THAT THEY ARE CONTROLLED TO OPERATE AT LOW SPEED IN VENTILATION ONLY MODE. *ENERGY CREDITS: 3a, 5a 4 2a=15 CREDITS AS REQUIRED OPTIONAL ENERGY CODE COMPLIANCE *ENERGY CREDIT: 51a-EFFiCIANT WATER HEATING 15 CREDITS AS REQUIRED -NAT. GAS WATER HEATING SYSTEM W/ A MINIMUM EF OF 082 IN PLACE OF HUH. -NAT. GAS FURNACE CAN SE 50% EFF. ittc9ION Permit No.U lam°2"*.5S. Plan review approval is subject to errors and omissions. of construction documents does not authorize ,s 1:-°...t►or1 of any adopted code or ordinance. Receipt o' approved Field I , and Manna is acknowledged: By Date: /f City Of lbkwila BUILDING DIVISION REVISIONS' No changes shall be made to the scope of work without prior approval of Building Division. rmTr: r ;\ *.s;Cr""1 will require a new plan submittal ,::;:.; additional plan review fees. Jourenromorrr REVIEWED FOR CODE COMPLIANCE APPROVED OCT 21 2013 City of Tukwila BUILDING DIVISION RECEIVED AUG 152013 TUK4vlt.H PUBLIC WORKS RECEIVED CITY OF TUKWiLA AUG 022013 PERMIT CENTER 13 -255 ALL GLAZING TO 5E IN COMPLIANCE WiTI-I THE LATEST WASHINGTON STATE ENERGY CODE. GLAZING AREA GLAZING l!-PACTWALL OR 1�� U -FACTOR CEiL(N VALUED WALL -INT, WALL -EXT. FLOOR SLAB . ; e pELOW GRADE : OW ON GiUDE OF FLOOR AREA vpeticAl. ovpelpD CEILING _�_ ;,7 ,._t7 UNLIMITED 030 0.50 020 efry2 R-38 R 21 R -2I R-10 ten RZ10 w 114 AtC 0-4 z 00 V3 2 .d .S crive, .03 � aw Ora y Cz C L2-2802-5 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 construe ted. 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: 2012 I.RC. N-1 T,4NT SUBSTRAT'L FINISH MINS 6SM TRIM PLASHINS WITH S' MIN. VERTICAL L.ES HORIZONTAL WOOD TRIM HORIZ. TRINE 14T SHEATHING/WOOD STUDS N.T.S. 12 2x5 EXTERIOR U14LL ,/16' PLY OR Oet SHEATHING, TYP. SIDING PER ELEVATIONS OVER VAPOR BARRIER. PRE -FINISHED CONTINUOUS 3HE8/NEAAL FLASHING, VP. COMP. ROOFING OVER VAPOR BARRIER ATOP '1/16' PLY CR Oeia ew8,4THm, T1'P. TRUSS OR RAFTER PER PLAN Pa OOP TO W141 -J- PLASHING DETAIL. N.T.S - MAXIMUM THICKNESS I3 INCHES 4 30 FEET HEIGHT. - SDC P1 4 D 4 INCHES THICK 4 MUST - NOT OK TO SUPPORT ADDITIONAL LOADS ON MASONRY VENEER. - MINIMUM 3/4 GAP BETWEEN TOP OF VENEER 4 STRUCTURAL FRAME INCLUDING ROOF RAFTERS. - M�ETALIG4L sMa MAXIM24 INCHES HORIZONTAL 4 - TIES IN SDC DI 4 D2 MUST SUPPORT NO MORE THAN 2 SQ FT OF WALL AREA (HOOK INTO VENEER REINFORCEMENT WIRE - FLASHING TO EXTERIOR REQUIRED AT ALL OPENINGS 4 HORIZONTAL TRANSITIONS. - MINIMUM 3/16 INCH U EEPHOLES REQUIRED ABOVE FLAI31-INS MAXIMI9M 33 INCHES ON CENTER. - AIR SPACE MINIMUM 1 INCH - MAXIMUM 4 1/2 INCHES SEMEN SFEATWNG I VENEER OR MORTAR OR GROUT FILL OVER WEATHER -RESISTANCE M�� - WATER RESISTANT BARRIER REQUIRED BEHND THE EXTERIOR VENEER PER R1032 12 12 R GARAGE SHEET 5 . - �IMImamf- .111 OPT 3RD CAR GARAGE SEE SHEET 5 12 SOUTH ELE\IATION ice% ,Aff4101444114 _ ,i- \ \\\\\\\_ �%� 0-\\\\\\\\\-�\\\\1�` IIqWIIMIIII- IIILI\\\\-\\\\\\\\\\\\\\\K\\\\\1_% all II IN16.. � 1\\\\\\ �\,_m I,���\ IM' \\\\\\\\\ EEE II M111,,iii.11111111111.111111111.111 __.i \\\\\\\\\ AI \\\\\\\\,rte \\�a\a WEST ELEYATION GABLE END DECO BRACE COMP ROOF 12 EAST ELEVATION va•.r-o. BOARD 4 BATT SIDING GEDAR SHAKE SIDING 5/4)(5 BARGE W/ 1X3 RAKE TRIM :5/4x6 WINDOW , DOOR 4 CORNER TRIM ® FRONT 5/4x4 CORNER SD'S S/4x6 SAND W/ 2X5 OAP 6" EXP. HORIZ. SIDING CONT. GUTTER STONE VENEER (Af4ERED) REVIEWED FOR CODE COMPLIANCE APPROVED OCT. 2 1 2013 City of Tukwila BUILDING DIVISION EXISTING GRADE 12 141I ��1 1. .1 1. iT 0_ V N at RECEIVED CITY OF TUKWILA SEP 1 9 2013 PERMIT CENTER Ato to GRADE TO SLOPE AWAY FROM FOUNDATION A MN. OF 6" WITHIN THE FIRST 10' I Il Il Il u COPYRIGHT 2010 Landmark Design Ino. ALL RIGHTS RESERVED CORRECTION NORTH ELEV,hTIONI-TR# ri (34-4155 HOUSE NUMBERS TO BE VISIBLE 4 LEGIBLE WITH CONTRASTING BACKGROUND FROM THE STREET ADDRESS NUMBER SHALL BE MN. 4' HIGH 4 A MN. STROKE WIDTH OF In' PER SEC. 8319.1 z • 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: L2-2802-5 Date: 'I -IS -13 1 '- - _ - / 16'-I1i' I3'-0 ' / 81-1■ 81-51 9'-3' / 3'-9' / / / 8/0x4/0 XOX 5 •• x4/0 XO S.G. �*c ♦ ///////00//////////////////// ///O/00/////%////////i►..////////l/O/////////////////////////////////////////////////i %///// / EGRESS 0 12- -OAKING / TUB b / MASTER BEDROOM0 VAULTED CEILING MTR 60 - 4� S in 1I0V EF. 8' CLG, in / 0 3'-0i' 1 6'-9l' t/ %1 CLOSET A -- r o m m /m momio I 8' CLG. in 0 ♦ �� -Skc PAIR Mr L / i5 CFM. W.HF. X Rr ,. CONT. OPERATING MAX 1.0 SONE W ' / •' BP UTILITY 3 BEDROOM 2� 8 CLG. T ♦ , D 0 I Qa I V.T.Cra uJ ARc 0\ a) ib I10V / LIN. - ;4/0 XO i $1-2' S D ® P //1U / // 0 @ I /CONT. A ♦ 6/0 FX vv HAND' • =• ^ ^D L Ni�SI •4' 3'•' G - r I ® ^d 1 T - m OC: BP A I BEDROD 8' CLG.f OPEN TO 110V BELOW S D. M / ♦ I I _; 1/////////////lUll////1/1/1l/1//////1l/l////lU///////U/1!/ / ` ♦ i i LL -------J ♦ 4 BATH ;� 0 CFM 1'-4' 8' CLG. fil % M / DN t6 R go / O O iiiiiiiamiiiiaiiiiiiiiiaiiiimiiimimiiiiiiiomom0 ,mjr� , ,..,, o iimi �♦ // MECH CHASE milliir m ti. 10Vi O° `cc1 '-3 � S.D. %�/ / BEDROOM 4 110V fi / \INI / VAULTED CLG S.D. il I 71,..-" 0 YR°C7 ) 0/ .4 / I .�\ r i /0 EGRESS i.:1 \ .,„.1 4/0 XO �\ � 1 EGRESS / 2/0x4/0 FX N /0x4/6 XO 3'-2' 6'-0' / 2'-I0' / 9'-2' / 3'-0 ' / 3'-11' / 5'-I0' 5'-2 ' / 12'-0' / / 1'-0' / / Il' -0' 19'-0' / / 30'-0' UP'ER FLOOR PLAN 1/4"= I' -O" UTILTY ROOM NOTES/MAKE UP AIR: I. WHERE THE EXHAUST DUCT IS CONCEALED WITHIN THE BUILDING CONSTRUCTION, THE EQUIVALENT LENGHT OF THE EXHAUST DUCT SHALL BE IDENTIFIED ON A PERMANENT LABEL OR TAG. THE LABEL OR TAG SHALL BE LOCATED WITHIN 6 FEET OF THE EXHAUST DUCT CONNECTION. 2. INSTALLATIONS EXHAUSTING MORE THAN 200 CFM SHALL BE PROVIDED WITH MAKE UP AIR. WHERE A CLOSET IS DESIGNED FOR THE INSTALLATION OF A CLOTHES DRYER, AN OPENING HAVING AN AREA OF NOT LESS THAN 100 SQ. INCHES FOR MAKE UP AIR SHALL BE PROVIDED IN THE CLOSET ENCLOSURE, OR MAKE UP AIR SHALL BE PROVIDED BY OTHER APPR. MEANS. = 100 SQ INCH TRANSFER GRILL PER IMC 504.5 STAIRWAY ILLUMINATION PER SEC 303k IRC ALL INTERIOR AND EXTERIOR STAIRWAYS SHALL BE PROVIDED WITH MEANS TO ILLUMINATE THE STAIRS, INCLUDING THE LANDINGS AND TREADS. INTERIOR STAIRWAYS SHALL 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 THE TOP LANDING OF THE STAIRWAY. GENERAL NOTES: 1. ALL WORK TO BE IN CONFORMANCE WITH 2012 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.P.M. FLOW. 1. ALL GLAZING WITHIN 60' ABOVE DRAIN INLET TO BE SAFETY GLASS. 8. ALL GLAZING WITHIN 24' OF DOOR OR WITHIN 18' OF FLOOR TO SE SAFETY GLASS 9. SMOKE DETECTORS R314, TO BE INSTALLED PER SEC R314.3 IN THE FOLLOWING LOCATIONS: IN EACH SLEEPING ROOMS, OUTSIDE EACH SEPARATE SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE BEDROOMS. ON EACH ADDITIONAL STORY OF THE DWELLING, INCLUDING BASEMENTS AND HABITABLE ATTICS. ALARMS TO SE INTERCONNECTED IN SUCH A MANNER THAT ACTUATION OF ONE ALARM WILL ACTIVATE ALL OF THE ALARMS IN THE INDIVIDUAL UNIT. =SMOKE ALARM -CARBON MONOXIDE COMBO. 10. PROVIDE CARBON MONOXIDE ALARMS PER SEC. 315 AN APPROVED CARSON MONOXIDE ALARM SHALL BE INSTALLED OUTSIDE OF EACH SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE BEDROOMS. PER 2012 IRC 4 WA. STATE AMENDMENTS SEC R315.I. II. INSULATE ALL WATER PIPES PER UPC SEC 3I2k MINIMUM R-4 INSULATION 12. INSULATE ALL EXHAUST DUCTS PASSING THR SPACE PER WA STATE IRC AMENDMENTS MI5084. MINIMUM R-4 INSULATION 13. FLEX GAS PIPING IS TO BE PR„ 4: \ A PIPING SHALL BE PROTECTED `�� 16 GAGE ��� PLATES SHALL COVER THE ARE A ��� THE PIPE ? �� . �� XTEND A \t ��,. IS NOTCHED OR BORED AND SH • ► � � SOLE PLATES, ELOW=TOP PLATE TO EA ��' �' JOIST OR : R\\, ACCESS HATCHES ORA TRIPPED AND INSULATE O THE INSULATION ON TH / -I ♦ PATIO to MINIM -1M 36'X36' LANDING NA PATIO SIZE PER SITE 9 In in 1'-6' 3'-9' 20'-0' 30'-0' I0'-0' 5'-0' 1'-6' 310x6/0 FX 3/0x6✓0 FX METAL FIREPLACE INSTALL PER MFR SPECS. PROVIDE 6' SQ. IN. OUTSIDE AIR D.V. COVERED PATIO CONC. GREAT I ROOM 9' CLG NOOK 9' CLG 0 x I0'-1 In 2X6 W ARCH 2X6 WALL 2 WALL W/ C P DW DININ6.:�. ROOM CHEN CLG EATING BAR 2x6c i LE E° X6 WA x SINK REFRIG. W/ MICRO ABOVE 100CF ,O EF. O O P^NTRY' CLG 14. ATT „.. --...0 CRA, B �^\THE EQUI °44. EN szcsVENTILATION 24 HR �i CONTROL SE VENTILATION' - :aha.^TING • . RUCTIONS) LL OUNDING SURFACES \`a MEMS› // //////////U!!/// 3/4 BATH 9' CLG 9' CLG 9 PAIR In P. MIN. SOLID CORE SELF CLOSING WOOD/STEEL DOOR OR 20 MIN. RATED 2012 WSEC R403.3 Mechanical system piping insulation (Mandatory). Mechanical system piping capable of carrying fluids above 105°F or below 55°F Shall be insulated to a minimum of R-6. 2012 WSEC R403.4.2 Hot water pipe insulation (Prescriptive). Insulation for hot water pipe shall have a minimum (R -value) of R-4. 4'-10' E.F. -�OCPM / leo/iair4 2/0x8/0 SH WALL MOUNTED --� RINNAI RL751 NAT. GAS HOT WATER SYSTEM (ENERGY FACTOR= 082) COPT 3/0 OPT I P°OR % 3b'X36' LANDING -----J 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' GWS COVERED PORCH CONC. 9 10'-6' tu U Z er A v PANTRY I I O S.D. O O 0 0 • GUEST ROOM 12'-6i' w :44 ill e c PAIR 9 9 9 9 OPTIONAL GUEST ROOM LANDING AT 'EXIT' DOOR NOT TO BE LOWER THAN 1.5 NCHES FROM TOP OF THRESHOLD. (83113.1) NO DUCT OPENINGS IN GARAGE. DUCTS THROUGH CLG OR WALL COMMON TO HOUSE, MIN. 26 GAGE STEEL. 16/0 x 8/0 O.H. DOOR 16'-3' R.O. COPYRIGHT 2010 Landmark Design Inc. ALL RIGHTS RESERVED 3'-I ' 3'4 2'-4 6'-3' _ 4'-9' BLUE 18 AWG}TRACER n REQUI- METAL WAATERDSEARVICE PIPING PER UPC 604.8. 30'-0' 19'-0' MAIN FLOOR PLAN I/4"= I' -O" MAIN FLOOR: UPPER FLOOR: TOTAL : 6ARA6E : FRONT PORCH: REAR PORCH: 1254 5Q. FT. 1558 SQ. FT. 2812 SQ. FT. S11 50. FT. 411 SQ. FT. 55 SQ. FT. 9'-6' p �3-zss A 9 0 In REVIEWED FOR CODE COMPLIANCE APPROVED OCT 21 2013 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA AUG 0 2 2013 PERMIT CENTER O s • .;• a .Z 0 V7 0e0 Tes • ZF ' � M ® N x Nna 1. Contractor or builder must verity 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: L2-2802-5 Date: -18-13 2 NEC 250.50. A concrete encased grounding electrode is required in all new concrete footings. The electrode shall consist of at least 20 feet of 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.) • 30'-0' 20'-0' 10'-0' CANTILEVER 4 99) kr 6x6 P.T. POST W/ PB BASE ON 30'x30'x12' CONCRETE FTC:. I W/ 3-04 BARS E.W. r 0' 51-4' * 4 BARS 18' O.C. i 'L a' 10 2.0 41-3 2X10 1-F2 . 16' OC, I 4ift, lir** IMO CRAW 6 MIL VISQUEEN -HROUGH OUT LAP SPLICES -6' 5'-0' Fillink4 sr CZC tel/ m C-gtC�L.�.r 1\\ 11 30'x30'x8" CONCRETE FTG. w/ 3-04 BARS EACH WAY ER '-3 2'-3' 2 -11' Ili 1 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 4x4 P.T. POST I- W/ P8 BASE ON 24'x24'x12' CONCRETE FTG. • *4 ;;ARS 18' ,PC. 4' CONC. SL • B OVER 4' CO -ACT SAND AND GRA :1- BASE 30'-0' 19'-0' FOUNDATION PLAN 1/4' =1'-0" COPYRIGHT 2011 Landmark Design Inc. ALL RIGHTS RESERVED . Nix 9'-6'g 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 FOUNDATION NOTES: 1. ALL FOOTINGS TO BEAR CN FIRM UNDISTURBED SOIL. 2. ALL WOOD IN CONTACT WITH CONCRETE 7015E 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 ,4T 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 S PROVIDE CRAWL SPACE VENTILATION PER IRC. • FOUNDATION VENTS SHALL BE PLACED SO THAT THE TOP OF THE VENT IS BELOW THE LOWER SURFACE OF 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 IL Al INDICATES 'SIMPSON' HOLDOWN 12. SEE SHEARUALL SCHEDULE FOR ANCHOR BOLT SIZE 4 SPACING. SHTS1.0 REVIEWED FOR CODE COMPLIANCE APPROVED OCT 21. 2013 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA AUG 0 2 2013 PERMIT CENTER USE 3' x 3' x 1/4' GALVANIZED STEEL SQUARE PLATE WASHERS FOR ALL ANCHOR BOLTS 4 VENTILATION CRAWL SPACE VENTILATION TOTAL NET FREE AREA REQ'D 1168/150 = 11.18 SQ. FT, PROVIDE SCREENED VENTS FOR VENTILATION 0 • z 0 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: L2-2802-5 Date: 7-18-13 3 VENTILATION CALCULATIONS 4 REQUIREMENTS AT LEAST 50% 4 NOT MORE THAN 80% OF REQUIRED VENTS SHALL BE IN UPPER PORTION OF VENTILATED ROOF SPACE (MN. 3' ABOVE EAVE OR CORNICE VENTS) WITH THE BALANCE OF REQUIRED VENTILATION PROVIDED BY EAVE VENTING. PER IRC 806.1 ENCLOSED ATTICS AND ENCLOSED RAFTER SPACES FOR WHERE CEILINGS ARE APPLIED DIRECTLY TO THE UNDERSIDE OF ROOF RAFTERS SHALL HAVE CROSS VENTILATION OF EACH SEPERATE SPACE BY VENTILATING OPENINGS PROTECTED AGAINST THE ENTRANCE OF RAIN OR SNOW. VENTILATING OPENINGS SHALL BE PROVIDED WITH CORROSION RESISTANT WIRE MESH, WITH I'8' MN. 4 '44' MAX. OPENINGS. IF EAVE VENTS ARE INSTALLED INSULATION SHALL NOT OBSTRUCT THE FREE FLOW OF AIR (MN. I' SPACE BETWEEN INSULATION AND ROOF SHEATHING • VENT LOCATION. BAFFLING OF THE VENT OPENINGS SHALL SE INSTALLED. BAFFLES SHALL BE RIGID AND WIND -DRIVEN MOISTURE RESISTANT. IF FEASIBLE BAFFLES SHOULD BE INSTALLED FROM THE TOP OF THE OUTSIDE OF THE EXTERIOR WALL, EXTENDING INWARD, TO A POINT 6' VERTICALLY ABOVE THE HEIGHT OF NON-COMPRESSED INSULATION, t 12' VERTICALLY ABOVE LOOSE FILL INSULATION. (ALL CALCULATIONS WILL BE NET FREE AREA) UPPER ROOF: 1,465 SQ. FT. OF ATTIC AREA/300=498 SQ. FT. OF VENTILATION REQUIRED (103 SQ. INCHES) FIIGH VENT = 35L5 Sq. In. (S VENTS) LOW VENT = 3515 Sq. In. IOUJER ROOF: NOTE: EAVE VENTING PROVIDED BY (3)-I I/2' DIAMETER 'BIRD HOLES' PER EAVE BLOCK (5'' Sq. In. PER BLOCK). NOTE: UPPER ROOF VENTING PROVIDED BY 1'x'1' ROOF VENTS. (49 * N. PER VENT) IBI SQ. FT. OF ATTIC AREA/300= 60 SQ. FT. OF VENTILATION REQUIRED (89 SQ. INCHES) HIGH VENT = 445 Sq. In. (I VENT) LOW VENT = 445 Sq. In. ROOF FRAMING NOTES: 1. ALL HEADERS TO BE 4x8 DF n UNLESS NOTED OTHERWISE. HEADERS AT EXTERIOR WALLS 4 WARM WALLS TO BE INSULATED WI 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 BE FIELD -MODIFIED PRIOR CONSENT OF THE TRUSS ENGINEER • �• THE BUILDING DEPARTMENT. 4. PROVIDE ATTIC ACCESS MINIMUM 22'x30' PE IRC SEC 801.1 • ACCESS HATCHES OR DOORS SHALL BE WEATHERSTRIPPED AND INSULATE EQUIVALENT TO THE INSULATION ON TN 5. PROVIDE ATTIC VENTILATION PER IRC SECTION 8806. ALL FRAMING TO COMPLY WITH IRO SECTION R602. NAIL SIZE AND SPACING TO CONFOR I TO IRC SECTION R602, TABLE R602.3. a. .4 -VT -r bUNDiNG SURFACES 6. 4 REFER TO SHEAR WALL SCHED. 4X4 PT POST W/ EPC CAP 4 PS SASE } APPLIANCE IN ATTIC NOTES: PER 2012 IMC 3063 4 2012 IRC MI305.13 I. ATTICS CONTAINING APPLIANCES SHALL SE PROVIDED WITH AN OPENING AND A CLEAR UNOBSTRUCTED PASS- AGEWAY LARGE ENOUGH TO ALLOW REMOVAL OF THE LARGEST APPLIANCE, SUT NOT LESS THAN 30' HIGH AND 22' WIDE AND NOT LONGER THAN 20' LONG MEASURED ALONN THEG ENT THE ASL APPLIANCE. THE PASSAGEWAY FROM THE THE PASSAGEWAY SHALL HAVE CONTINUOUS SOLID FLOORING, NOT LESS THAN 24' WIDE. A LEVEL SERVICE SPACE AT LEAST 30' DEEP 4 30' WIDE SHALL SE PRESENT ALONG ALL SIDES OF THE APPLIANCE WHERE ACCESS IS REQUIRED. 2. PROVIDE A LUMINAIRE CONTROLLED SY A SWITCH LOCATED AT THE REQUIRED PASSAGEWAY OPENINGS AND A RECEPTACLE OUTLET SHALL SE PROVIDED AT OR NEAR THE APPLIANCE. 3. PROVIDE 2XI2 PLATFORM W/ 2 -LAYERS 3/4' PLYWOOD ATOP BOTTOM CHORD OF MFG. TRUSS THAT MEETS THE REQUIRED CLEARANCES. USE R49 INSULATION UNDER PLATFORM. (I LAYER OF R-35 HIGH DENSITY (10 I/4') 4 I LAYER R -II (3 1/2') 4. NO AIR CONDITIONING TO BE INSTALLED AT ATTIC. 5. PROVIDE GALVANIZED MTL. DRAIN PAN WITH WET SWITCH. PROVIDE CONDENSATION LINE FROM FURNACE TO EXTERIOR FOR DRAINAGE. LIED CLG LINE r L / V 4 x 10 J 4 AT T T .2' x 3 : C AC/ I i VAULTED DQCS GI T 82.0 4 12' 0.1-I. 82.0 lis I IEVA __ , .ri._iiimiii MECHANICAL PLATFORM BUILT INTO MFG. TRUSSES SEE TRUSS SPECS FOR DETAIL MIN.22'>00' ATTIC ACCSS PER IRC 801.1 PROVIDE 22'X36' ATTAp IICAACLCEgSSCE REMOVAI- 2X6 OVERF%AME gOC m AI .m THD26 HANGERS PER TRUSS MFG. - 12' OU -I I 3) 2x6 /4 GIRDER TRUSS MANF. TRUSSES 0 24' O.C. LSTA30 - HDR 4 SILL TO 3x BLOCKING. 5/82.0 MANF. RUSSES * 2 . O.C. MANF. TRUSSES izOOF Fiz)AM I NG PLAN CONT. DBL. TOP PLATE R -IO RIGID INSULATION @ EXTERIOR SIDE OP WALL (SHADED AREA) KING STUD EXTERIOR PLYWOOD TRIMMER HEAI,ER/INSULATION I�ET,41L NTS FRAMING NOTES: I. ALL MULTIPLE JOISTS OR BEAMS MUST BE BOTH GLUED AND NAILED W/ 8d NAILS • 24' 0.0. NAILED TOP 4 BOTTOM STAGGERED EA SIDE. 2. ALL HEADERS TO BE 4x8 DF +'2 UNLESS NOTED HERM ADERS AT EXTERIOR WALLS 4 WART WALLS TO BE INSULATED W/ R -I0 RIGID INSULATION LSTA24 - SEAM TO TOP PLATE 3) 2x6 7-(541x12GLS x6 U/ PC CAP 56x12GLIB //Ii////, I I f3) 2x4 DBL. JOIST r '/2 L SEARING WALL ///// ///////////'/iii4/iiii //////////, 6X6 PT POST W/ CCQ CAP 4 PB BASE SOFFIT AND INSULATE AT COVERED PATIO O Ea I r SEARING WA L 6) 2x4 514 x 114 LVL I:7_131- JOIST REVIEWED FOR ?DE COMPLIANCE APPROVED OCT 21 2013 RECEIVED CITY OF TUKWILA AUG 0 2 2013 PERMIT CENTER (4) 2x4 3. SOLID BLOCK BENEATH ALL POINT LOADS FROM ABOVE. 4. FLOOR JOISTS SHOULD BE SUPPORTED LATERALLY AT EACH AND AT EACH SUPPORT BY SOLID BLOCKING OR BY ANOTHER APPROVED METHOD. 5. INDICATES POINT LOAD FROM ABOVE. 6. 0 MSTC 40 STRAPS PER STRUCTURAL UNLESS NOTED OTHERWISE 1, C REFER TO SHEAR WALL SCHED. CANTILEVER 3) 2x4 SECOND FLOOR FRAMING PLAN 25S- 1/4"=11 -0" $S 1/4"=1' -O" ATTIC VENTILATION SHALL S1/300 OF THE NET SEEVENTED,AREA WITH 50% OF REQUIRED VENT AREA TO SE LOCATED MIN. 3' ABOVE EAVE VENTS. THE BALANCE OF REQUIRED VENT AREA TO SE PROVIDED AT EAVES NOTE - FASTENERS FOR TREATED WOOD TO SE HOT -DIPPED GALVANIZED, STAINLESS STEEL, SILICONE, BRONZE OR COPPER. STUD NOTCHING AND BORING - BEARING OR EXTERIOR WALL NOTCH 25%, BORING 40%. - 609 BORING IF DOUBLED 4 LESS OR EQUAL SUCCESSIVE STUDS. - NON -SEARING MAXIMUM NOTCH 40%, BORING 60%. - HOLES NO CLOSER THAN 5/S INCH TO FACE OF STUD. z • 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: L2-2802-5 Date: 1-18-13 4 12 u L— n 'C Il ll LI u u —L DC5 GI TO TOP 4/ 52.0 COPYRIGHT 2010 Landmark Design Inc. ALL RIGHTS RESERVED SONT ELEVATION 1/4"=1'-0" U r •IE zia L //////iii 9 O O 0 0 I 0 6 i / 0 0 I01-0' 10'-0' 1"":4 OPTIONA BLOCK DOOR 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 WALL MOUNTED RINNAI RL15t NAT. GAS 1-10T WATER SYSTEM (ENERGY FACTOR= 0.82) 6'-5' 36'X36' W/ OLPT. DSR. 6x6 P.T. POST I W/ CBQ BASE ON 48'x48'x12' CONCRETE FTG. W/5-04 EA WAY 6,8.,46E USE 1/2' GWS ON ALL WARM AND STRUCTURAL WALLS. (I) LAYER 5/8' TYPE 'X' ON CEILINGS. WRAP ALL EXPOSED POSTS AND BEAMS IN 1/2' GUM IS' -I0' NO DUCT OPENINGS IN GARAGE. t0'1 . 6x6 P.T. POST I II/ OPTIONAL LSTA 30 BEAM TO TOP PLATE DUCTS THROUGH CLG OR WALL COMMON TO HOUSE, MIN. 26 GAGE STEEL. 2X% OVE'@FRAI"IE 24'OC. 51/8x15GLIB W/ CCQ CAP 4 CBQ BASE x l I0'-0' 5) 2x4 1- /0 x 8/0 O.H. DOOR I6'-3' RO. GIRDER TRUSS TRUSSES ' O.G. ROOD PRAM I NG PLAN FOUNDATION PLAN REVIEWED FOR CODE COMPLIANCE APPROVED t OCT 21 2013 ts City of Tukwila BUILDING DIVISION 16/0 x 8/0 O.H. 91-6' DOOR 16'-3' R.O. 19' -0' 91-6' 29'-0' / • 8/0 x 8/0 O.14, DOOR 8'-3' R.O. N 4'-6' 101-0' 5'-6' MAIN FLOOR PLAN/RAMING 1/4"=1'-O" GARAGE : 5 ISO. T. �j�3-zss • • RECEIVED CITY OF TUKWILA AUG 022013 PERMIT CENTER z • • z a cc a ul co • z— al y 6 0 •7.4 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 Na: L2-2802-5 Date: 1-18-13 5 STAIR NOTES: * STRINGERS TO BE FIRE BLOCKED AT BOTH TOP AND BOTTOM. * ALL USABLE SPACE UNDER STARS 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 361. * PROI1DE CONTINUOUS HAND RAIL 34' TO 38' OFF TREAD NOSING AND MUST EXTEND BEYOND BOTTOM TREAD. * 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' SPHEERE SHALL NOT PASS THROUGH I®' MN. TREAD. FIANDRA)L TO eE PRESENT ON ON AT LEAST OPE eNOE OP STAR HANDGRIP PORTION Cr HANDRAILS OPI '�42a II=LATItCOCAS e°wutONaAE A MM. RADIUS OP he. LL REIRED QUIGHT. G'A DR MS TO ISE M' MIK IN HE OPENINGS FOR REQUIRED GUARDS ON THE 61DES OP STAN TREADS SHALL NOT ALLOW A &MOM 41/4 INCHES WINK TO PASS THROUGH "'MAX 6' SPHERE INAELE TO PASO THR USH OPENING CONT. I4ANDRAIL 34'-38' ABOVE MAO NOSING: PICKETS PER IRC 312.1 ON OPEN SIDE 1' PT RISERS PT. 2X12 READS TO STRINGERS 3B_ 'X36' MIN. LD� MOW STAiR INSTALL 1/4' GWS • OENNW, ANA WALLS (3) Des 6TRNIEi S FTE eLOCKN6 • MID.SPAN AND .SZ H SitD WALLS AI.042 MD 14 ME 2X4 11444116T BLOCK rJ imi e1R1NiCE P AREA MOB STAIRS IS IWNINIYD INTERIOR HL 36 ANGLE SUPPORT NO SCALE JOISTS PER PLAN DBL .1ST FIU212 ATANGERS STRINGER 3 2X12 P.T. STRINGERS EXTERIOR TYPICAL STAIR DETAIL AND NOTES FIRE BLOCKING AND DR4FTSTOPPiNG PER SEC. 302.11, 302.12 I. IN COCEALED SPACES OF STUD WALLS AND PARTITIONS, INCLUDING FURRED SPACES AND PARALLEL ROWS OF STUDS OR STAGGERED STUDS, AS FOLLOWS: A. VERTICALLY AT THE CEILING 4 FLOOR LEVELS B. HORIZONTALLY AT INTERVALS NOT EXCEEDING 10'-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, GABLES AND WIRES AT CEILING AND FLOOR LEVEL, WiTH AN APPROVED MATERIAL TO RESIST THE FREE PASSAGE OF FLAME AND PRODUCTS OF COMBUSTION. F— I lr g !L! 1L 111 N a_ 111 cs 6) -1 01 GRADE 12 AF50 ROOF VENTS (50 SQ. iN. NET FREE AREA) EVERY 3RD TRUSS BAY SOLiD TIGHT FITTING TRUSS BLOCKING FASCIA BOARD GA FILE NO. WP 8105 GENERIC GYPSUM WALLBOARD, GYPSUM SHEATHING, WOOD STUDS EXTERIOR SiDE: ONE LAYER 48' WIDE aia TYPE 'X' GYPSUM SHEATHING APPLIED PARALLEL TO 2x4 WOOD STUDS 24' O.C. WiTI-I I-34' GALVANIZED ROOFING NAILS 4' O.C. AT VERTICAL JOINTS AND T O.C. AT 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 r''s' TYPE "X' GYPSOM WALLBOARD, WATER RESISTANT GYPSUM BACKING BOARD, OR GYPSUM VENEER BASE APPLIED PARALLEL OR AT RIGHT ANGLES TO STUDS WITH 6c1 COATED NAILS, 1--i ' LONG, 0.0915' SHANK, 1/4' HEADS T O.C. CLOAD-BEARING) 2x STUDS PER PLAN SIDING PER PLAN 5/8' SHEETROCK EAVES 4 WALL UJiTI-1N 51-0° OF PROPERTY LiNE PER IRC 302 4 TAE3LE 8302.1 12 1 HOUR FIRE THICKNESS: APPROX. WEIGHT: FIRE TEST: VARIES 1PSF SEE WP 3510 CUL R350I-41, -48, 9-11-65, ULDESIGN U309: UL RI319-129, "1-22-10, UL DESIGN U314) HOUR R-RSSTH/ OV!RHANG 4-4p1 IFF" Mink .41,111111,11,1111,,MMIVIVIttSiaragikAIWWW40AA, 1111,2111 ,,,,t1111,211111,911t, 11,1111,9111MttltIttlttlt,t1,19,11,12,11,11,11,12,11,12•21,11,11119,MLAIWO A -Irta PESHAR IRC\ LL WITH 50% •-\ �� LOCATED �.1 �!. BALANCE AF50 ROOF VENTS (50 SQ. IN. NET FREE AREA) EVERY 3RD TRUSS BAY SOLID TiGHT FITTING TRUSS BLOCKING FASCIA BOARD 2x STUDS PER PLAN -I/16' SHEATHING SiDING PER PLAN EAVES WITHIN 51-011 OF PROPERTY LINE fi E'__► C 302 4 TA13L E R302.1 11A.L.10.A.k 62, T �� �, T FREE VENT AREA THE AREA TO BE VENTED, VENT AREA TO BE YE EAVE VENTS. THE PROVIDED AT EAVES 12 BUSSES AN NO SCALE COMPOSITION ROOF W/ 30* INTERWOVEN FELT ON 1/2' 24/0 PLYWOOD SHEATHING ALL ROOF FLASHING TO BE MIN. 26 GA GALV. STEEL. ROOF DRIP EDGES PER SEC. 850528.5 PROVIDE DRIP EDGE AT EAVES 4 GABLES W/ A MIN. 2' OVERLAP. FLO /4' LUE E `� • STRU•I.,r, ��.�" P YWO• UB R. E \\\F SAN FOR �- ACING) E3'7-1-1 BEDROOM 2 UTILITY MASTER lillitatissontationtamtiongistatistatnatit, llijati1" R -S0 INSULATION GARAGE USE 1/2' GWB ON ALL WARM AND STRUCTURAL WALLS. (I) LAYER 5/8' TYPE 'X' ON CEILINGS. WRAP ALL EXPOSED POSTS AND BEAMS IN 1/2' GWB S7 R -S0 INSULATION STUDY KITCHEN TYP. INT. WALL /2' 2GUS 1E 2x4 STUD 16' O.C. 2x4 BOT. fE FLOOR CONSTRUCTION: 3/4' T4G PLYWOOD SUB -PLR. GLUED 4 NAILED TO (SEE FRAMING PLAN FOR SiZE AND SPACING) R-30 INSULATION 2x SCREENED EAVE VENT BLOCKS W/(3) 11/2' HOLES EACH - PROVIDE APPROVED INSULATION BAFFLE TO ENSURE I' MIN. AIR SPACE. TYPICAL EXTERIOR WALL: (2)2x6 TOP PLATES 2x6 STUDS • 16' O.C. 2x6 BOTTOM PLATE 1/2' SHT'G (APA RATED 24/0) AIR BARRIER EXTERIOR SIDING PER ELEV. R -2I INSULATION W/ CONT. VAPOR BARRIER (WARI SIDE) I/2' GYP. BD 4' CONCRETE SLAB SLOPE TO DRAiN 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 5/8 INCH TO FACE OF STUD. UUC IJU(1() SM ()(; 6 MIL VISQUEEN VAPOR BARRIER THROUGHOUT CRAWLSPACE. fI 1 \ LAP SPLICES 12' MIN. M SUILnING SECTION Et6t1 CRAwLSPACE COPYRIGHT 2010 Landmark Design Inc. ALL RIGHTS RESERVED 1-:=1 b(3 - mss a • 4' BARS IS' O.C. REVIEWED FOR DE COMPLIANCE APPROVED OCT 21 2013 " City of Tukwila BUILDING DIVISION GRADE RECEIVED CITY OF TUKWILA AUG 022013 PERMIT CENTER z 4 W z e 0 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: L2-2802-5 Date: 1-18-13 6 IYPIfgI 1Y 1 ��pp CQrA``WWqq��,L TAMA! WAII } 5� SS` }` 1 (: (}SS �`._ I; �e' 4}5i � r - S �\ _{ ! 9 O "'" y% 1,f �� Y TYPICAL -;�!` B 6 . �I /��� t 9 /I ✓ WALL I MOD SIDNG HOOD SHEATHING TYVE< LAPANOTAPE TYVEK T IC WINDOW IAN MADLY EXPANDINGIT, FOAM OR PoLYVREM VED CAM (APOVlV WINDOW NICO) ULKMG CONCRETE SILL „IL.. w/ DRIP EDGE • THPOUDH.WALL FLASHIAO I TYPICAL WALL I'/' WINCOWWTH INTEGRAL MOUNTING FLANGE MOAG'ALILAvom MINIMLLY EXPANDING ALARM JYPICA WALL Ism `�� YI, VA�DSIdN NOODSHEATHIND PMWiIEtHAFE FOAM OR �/ APPROVEDGVIX (ARGUN° WINDOW RSO) •. () WOODSIDIRG TWOODVVEK SHEATHING TYVEK HOMENRAP OSB SHEATMN3 ISI 1� I•Y •JILL �A1 WNMALLV EXPANDING POLYURETHANE FOAM OR �.. APPROVES ammo (AROUND WINDOW Rs» �w NODOSHEATING ' WERNIDUNTINSTALL FLE%WANT IAP MELT 1U TAPE JOINTS MELT fTAPEJDINTS WRAP MEW INTO OPENNDeTAPE TO SILL (ESP. 0 CORNEAS) THING TWEN FLE%WRAP /�/ MASONRY VENEER : t /A' ImArRSPACE ('� ! n`HGTIUN3 I�'•'!/// NRYI BA FIl0.ATpN NN•OYPSUMBOARD ;�I WNJTWEK �3 1 ( 1 N' , rAMWOOD STUDS vel 0.31 BATT INSULATION VAPOR RETARDER 1?GGYPSUM BOARD bTAPE TYVE( UPA TAPE WWI,All FASTEN MEN FIE%WRPP Py TAPE TVVEN AiAWTS 1UPPERSHEET OVER LOASTENTEI) FLOOD/ WALL 1..; OBTAIN COPNERUSIDMECHANCA FASTENER INSTALLTWEN FEXWRAP AROUND PERIMETER OF OPENNG BILL AIL �^ � " r CORERUSING ECHA ICA COPNERI6ND MEOHAACAL FASTENER INSTALL THEN FIE%WRAP AROUND PERIMETER OF °PENT. WINDOW BIL{. GESTATE �' I , W MOW YATH INTEGRAL LgUNR FLAFHE WINDOW I11RAD DBTAIL a 0 WINDOW 0 0 DAM Or WALL O1TAIL I 01 �� UPPEINIS RSHEETOVEA LOWESHEET) 1��� I^'m:. AND TAPE TWEK JYPIGLriALL GP AAA TAPE MEN. STAPLE VAPOR RETARDER BETWEEN JOISTS AND TO UNDERSIDE OF FLOOR SHEATHING 0 CANTILBVBR110 FLOOR GESTATE PARGINO b DATAPFROO CON • ETE FOUTOATION WALL TYRGL WAIL FINISH COAT DROWN COAT SCRATCH GOAT WIRE LAIN WEATHER RESISTANT BARRER TYVEK STUCCOYRRAP RYWOOD SHEAR) IND ADA• WOOD STUDS 0.LI BATT INSULATION ITT GYPSUM MARCO • Pb'b TM'T,CAUU(M'EK OVER METAL DRIP AEWE CAULK METAL DRIPEOGE CONCRETE FOUNDATION WALL ODAtill OP WALL MAIL PROVIDE WOOD BLOCMAD& MINIMALLYEOPANJITO POLYURETHANE FOAM OR APPROVED GUNNING AROUND PENETRATION JVPIGL WALL WOOD SWING WOOD SHEATHING EN PENETRATION EXHAUST YE NT) HULKING FLANGE CAL® TO PENETRATIONS EALITAPETWEK OWALL PONSTCRATION MAIL CLG OUTLET UPPER FLOOR ELECTRICAL MAIN LOOR ELTRIAL RECEIVED CITY OF TUKWILA AUG 0 2 2013 PERMIT CENTER NOTE - ALL INTERIOR AND EXTERIOR STAIRWAYS SHALL ISE PROVIDED WITH A MEANS TO ILLUMINATE THE STAIRS, INCLUDING THE LANDINGS AND TREADS PER IRC R303b. ELECTRICAL KEY OVERHEAD CAN OUTLET DUPLEX OUTLET 220Y OUTLET COMBO. EXT. FAN (VTOS) 4 LIGHT COMBO SMOKE ALARM - CARBON MONO. DET. 110 V W/ BATTERY BACKUP CABLE T.V. JACK PHONE UNDER COUNTER LIGHTS GAS OUTLET HOSE BIBS EXT. FAN VTOS rig • 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: L2-2802-5 Date: 7-18-13 7 E\ERAL STRUCTURAL NOTES ALL CONSTRUCTION SHALL BE IN CONFORMANCE WITH THE INTERNATIONAL BUILDING CODE (IBC), 2012 EDITION, WITH WASHINGTON STATE AMENDMENTS. DESIGN LOADS: ROOF LIVE LOAD 25 PSF (SNOW) DEAD LOAD 15 PSF FLOOR LIVE LOAD 40 PSF (RESIDENTIAL) DEAD LOAD 10 PSF WIND BASIC WIND SPEED 110 MPH (3 SECOND GUST, ULTIMATE LOAD) RISK CATAGORY II, EXPOSURE B, K=, = 1.0 SEISMIC EQUIVALENT LATERAL FORCE PROCEDURE BEARING WALL SYSTEM (LIGHT -FRAMED WALLS) SITE CLASS: D SEISMIC DESIGN CATAGORY: D Ss = 1.5 - IBC FIGURE 1613.5(1) Sos = 1.0, Is = 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 BEARING SURFACES SHALL SE INSPECTED BY A SOILS ENGINEER PRIOR TO PLACEMENT OF REINFORCING STEEL. FOUNDATIONS: PLACE FOOTINGS ON NATIVE OR COMPACTED SOIL WITH 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, 2012 EDITION. MATERIALS SHALL SE PROPORTIONED TO PRODUCE A DENSE, WORKABLE MIX HAVING A MAXIMUM SLUMP OF 4 INCHES WHICH CAN BE PLACED WITHOUT SEGREGATION OR EXCESS FREE SURFACE WATER. USE MINIMUM F'c = 3,000 PSI WITH 5.5 SACKS OF CEMENT PER CUBIC YARD 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 IS 11/2". ALL CONCRETE SHALL BE POURED MONOLITHICALLY BETWEEN CONSTRUCTION OR EXPANSION JOINTS UNLESS SHOWN OTHERWISE. CONCRETE PURVEYORS/SUPPLIERS DELIVERY OR BATCH TICKET TO BE ON JOB SITE FOR BUILDING INSPECTOR VERIFICATION. REINFORCING STEEL: ALL ALL REINFORCING STEEL SHALL BE MINIMUM GRADE 40 (GRADE 60 IF NOTED) DEFORMED BARS IN ACCORDANCE WITH ASTM SPECIFICATION A -6I5. LAP ALL SPLICES 32 BAR DIAMETERS OR I'-6" MINIMUM UNLESS OTHERWISE SHOWN. PROVIDE ELBOW BARS (32 DIA.) TO LAP HORIZONTAL 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" 11/2" (U5 AND SMALLER) 2" (1'6 AND LARGER) 311 TIMBER: ALL LUMBER SHALL BE AS FOLLOWS UNLESS NOTED OTHERWISE: BEAMS DF02 OR BETTER POSTS HF02 OR BETTER 2x FRAMING HF02 OR BETTER ALL 2x TIMBER SHALL BE KILN DRIED. ALL GRADES SHALL CONFORM TO "WWPA GRADING RULES FOR 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 SHALL BE OF HOT -DIPPED ZINC -COATED GALVANIZED STEEL OR STAINLESS STEEL IN ACCORDANCE WITH SECTION IBC 2304.9.5. ALL MINIMUM NAILING SHALL BE PER IBC TABLE 2304.9.1 U.N.O. MACHINE BOLTS TO BE A-301. BOLT HEADS AND NUTS BEARING AGAINST WOOD SHALL BE PROVIDED WITH STANDARD CUT WASHERS. MISCELLANEOUS HANGERS TO BE 'SIMPSON' OR ICC APPROVED EQUAL. ALL HANGERS TO BE FASTENED TO WOOD WITH PROPER NAILS AND ALL HOLES SHALL BE NAILED. GLUED LAMINATED WOOD MEMBERS: GLUED LAMINATED WOOD BEAMS (GLB) TO BE IN ACCORDANCE WITH ANSI/AITC STANDARD AI90.1, AMERICAN NATIONAL STANDARD FOR STRUCTURAL GLUED LAMINATED TIMBER USE STRESS GRADE COMBINATION 24F -V4 (Fb = 2,400 PSI) FOR SIMPLE SPANS AND 24F -V8 FOR CANTILEVER AND CONTINUOUS SPANS. SIMPLE SPANS SHALL BE CAMBERED ON A 3500' RADIUS U.N.O. GLUE SHALL BE CASEIN WITH MOLD INHIBITOR. UNLESS OTHERWISE SPECIFIED, SEALER SHALL BE APPLIED TO ENDS OF ALL MEMBERS. BOTTOM LAMINATION TO BE FREE OF UNSOUND KNOTS LARGER THAN 1/2" DIAMETER. AITC STAMP AND CERTIFICATION REQUIRED. PREFABRICATED JOISTS: JOISTS SHALL BE AS NOTED ON THE PLANS AND AS MANUFACTURED BY TRUSS JOIST WEYERHAEUSER OR APPROVED EQUIVALENT. JOISTS TO BE ERECTED IN ACCORDANCE WITH THE PLANS AND THE MANUFACTURER'S DRAWINGS AND INSTALLATION INSTRUCTIONS. CONSTRUCTION LOADS BEYOND THE DESIGN LOADS ARE NOT PERMITTED. PROVIDE ERECTION BRACING UNTIL SHEATHING MATERIAL HAS BEEN INSTALLED. PROVIDE SOLID BLOCKING AT CONCENTRATED LOADS FROM ABOVE AND WEB STIFFENERS PER MANUFACTURER'S DIRECTIONS. JOIST HANGERS TO BE SIZED AND PROVIDED BY THE MANUFACTURER OR SUPPLIER. LAMINATED VENEER LUMBER (LVL): LAMINATED VENEER LUMBER (LVL) TO BE BY TRUSS JOIST WEYERHAEUSER (MICROLAM) OR APPROVED EQUIVALENT (Fb = 2,600 PSI, E = 1,900,000 PSI). MATERIAL SHALL BE DESIGNED 4 MANUFACTURED TO THE STANDARDS SET FORTH IN ESR -1381. BEARING LENGTH SHALL NOT BE LESS THAN 13/4". DO NOT CUT OR NOTCH BEAMS 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 BE TWO (2) STUDS. SPIKE LAMINATED COLUMNS TOGETHER WITH I6d 12" 0.C. STAGGERED. STAGGER SPLICES AT TOP PLATES MINIMUM 48" AND NAILS WITH 16d 'a S" O.C. SHEAR WALLS: ALL SHEAR WALL SHEATHING NAILING AND ANCHORS SHALL BE AS DETAILED ON THE DRAWINGS AND NOTED IN THE SHEAR WALL SCHEDULE. USE APA RATED SHEATHING (24/16) WITH A MINIMUM PANEL EDGE NAILING OF Sd 6 6" O.C. UNLESS NOTED OTHERWISE. ALL SHEAR WALL NAILING SHALL BE COMMON WIRE OR GALVANIZED BOX NAILS. FASTENERS IN PRESERVATIVE -TREATED WOOD SHALL BE OF HOT -DIPPED ZINC -COATED GALVANIZED STEEL OR STAINLESS STEEL. BLOCK ALL UNSUPPORTED PANEL EDGES. DESIGNATED 3x FRAMING MAY BE (2) 2x MEMBERS FACE -NAILED WITH 16d 6 12" O.C. STAGGERED. 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 SHAKES. PROVIDE DOUBLE JOISTS UNDER ALL PARALLEL PARTITIONS THAT EXTEND OVER MORE THAN HALF THE LENGTH AND ALL AROUND ALL OPENINGS IN FLOORS AND ROOFS UN.O. APPLY 3/4" RATED SHEATHING (40/20) GLUED AND NAILED TO FLOOR FRAMING MEMBERS WITH 8d COMMON OR GALVANIZED BOX NAILS AT 6" O.C. AT ALL SUPPORTED EDGES AND Sd COMMON OR GALVANIZED BOX NAILS AT 12" O.C. AT INTERIOR SUPPORTS. APPLY 1/2" RATED SHEATHING (24/16) ON ROOF NAILED TO STIFFENERS OR RAFTERS WITH Sd COMMON OR GALVANIZED BOX NAILS AT 6" O.C. AT SUPPORTED EDGES AND 8d COMMON OR GALVANIZED BOX NAILS AT 12" 0.C. AT INTERIOR SUPPORTS. LAY SHEATHING PERPENDICULAR TO FRAMING AND STAGGER PANEL EDGES. FLOOR AND ROOF TRUSSES: TRUSSES TO BE 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 BE PLANT FABRICATED AND SHALL BEAR THE QUALITY CONTROL STAMP, MANUFACTURER'S NAME, DESIGN LOAD, 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 SHOP 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), 2012 EDITION. THE CONTRACTOR SHALL BE 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 BUILDING AND SITE CONDITIONS BEFORE COMMENCING WORK AND BE RESPONSIBLE FOR SAME. THE CONTRACTOR SHALL PROVIDE TEMPORARY BRACING AS REQUIRED UNTIL ALL PERMANENT CONNECTIONS AND STIFFENERS HAVE SEEN INSTALLED. THE CONTRACTOR SHALL COORDINATE WITH THE BUILDING 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 SIMILAR CONDITIONS NOT SHOWN. VARIATIONS AND MODIFICATIONS TO WORK SHOWN ON THE DRAWINGS SHALL NOT BE CARRIED OUT WITHOUT THE WRITTEN PERMISSION FROM THE ARCHITECT OR ENGINEER. S I -AR WALL SC E- ID Li L-7._ MARK MINIMUM SHEATHING (I) SHEATHING NAILING (1) ANCHOR BOLTS (3) REM4RKS (4) 5/8" TI -II Sd 6 6" O.C. 543" o 60" O.C. QaII = 230 PLF A ORI/2"O513 e> %" TI -II OOR1/2"055 8d 6 4" O.C. 5/8" 0 32" 0.C. QaII = 350 PLF 1/2" CDX 8d a 3" 0.0. 5/8" 6 I6" O.C. QaII = 450 PLF 9-' OR OSB USE 3x STUDS AT ABUTTING PANEL EDGES 4 STAGGER NAILS 9-' 1/2" CDX OR OSB Sd 6 2" O.C. 5/8" 6 16" O.C. QaII = 600 PLF USE 3x STUDS AT ALL PANEL EDGES t STAGGER NAILS SEE DETAIL 12 / 52.0 FOR CONSTRUCTION I NOTES U 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.l. 2) HOLDOWNS AND OTHER FRAMING HARDWARE BY SIMPSON STRONG TIE OR EQUIVALENT TO BE USED PER PLAN. ENDS OF SHEAR 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 14" 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 WITH IBC SECTION 23063. A 31/2 p( 91/2 L)L/ ////y//A LSTA30 - NDR 4 SILL TO 3x BLOCKING: (TYP. 2 PLACES) J L 1 4 x 10 /r///7/„I- L / / UPPER FLOOR A = 1,558 SQ FT L //!/A V//// /// )J., r////K/?/A\ /AA LSTA30 - NDR 4 SILL TO 3x BLOCKING. (TYP. 4 PLACES) / / / / 51/21ic 12 GL5 4` ;\ a` y� co6{Q. 51/2 x 12 GL5_® MAIN FLOOR A = 1,244 SQ FT \\NN\\\9 7 ////////// //////////// 514xIP/4 LVL m n A= 311 SQ FT 52x15GLB 4 x 12 (TYP. OF 2) STEM WALL 2' -0" 3" S ° ° 71— ° a �° CONTINUOUS FTG. REINFORCEMENT MINIMUM a 1 ° 2 MAX. STEPPED FOOTING DETAIL SCALE: 34" = ©(TYP. OF 2) REVIEWED FOR CODE COMPLIANCE APPROVED OCT 21 2013 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA AUG 0 2 2013 PERMIT CENTER I� (63-ft-.2.ss COPYRIGHT 2013, SEGA ENGINEERS SCALE: NONF • FT Consulting Engineers U C V • Black Diamond, Washington 98010 22939 SE 292nd Place JOB 11-016 1/2" RATED SHEATHING 8d a6"0.C. 2x VENTED BLOCKING. END NAIL TO TRUSS a EACH END w/ (2) 8d. HI FRAMING ANCHOR EACH TRUSS. USE HI0-2 AT DBL TRUSS. SHEATHING AND NAILING PER PLAN OR SCHEDULE. SPLICE TO OCCUR ON COMMON MEMBER OR BLOCKING TRUSS PER PLAN DBL 2x TDP PLATE. LAP SPLICE 4'-0" MIN. 4 NAIL w/ I6d a 6" 0.C. STAGGERED 2x FRAMING PER PLAN. (BEAM AT SIM) TYPICAL ROOF FRAMING CONNECTION 52.0/ SCALE: I" = 1'-0" 1/2" RATED SHEATHING 8d a6"O.C. (4" 0.0. 0 SIM.) GABLE END TRUSS. DBL 2x TOP PLATE. LAP SPLICE 4'-0" MIN. 4 NAIL w/ I6d a 6" O.C. STAGGERED. SHEATHING 4 NAILING PER PLAN OR SHEAR WALL SCHEDULE. A35 a 48" 0.G. (USE 24" 0.C. AT SIM.) 2x BRACE PER TRUSS SUPPLIER OR a 48" 0.0. SECURE w/ A34 EACH END. 2x FRAMING PER PLAN. (HEADER a SIM.) ROOF FRAMING e GABLE END SCALE: I" = I'-0" EXTERIOR SHEATHING PER PLAN OR SCHEDULE 2x BLOCKING w/ I6d NAIL a 8" O.C. 1/2" RATED SHEATHING RAFTER OR TRUSS PER PLAN 2x BLOCKING 2x STUD PER PLAN LOWER ROOF FRAMING SHEAR WALL SCALE: I" = 1'-0" 1/2" RATED SHEATHING w/ 8d a 4" 0.0. TO FRAMING TRUSS PER PLAN NOTE: TRUSS TO DEVELOP CAPACITY OF CONNECTOR. CONNECTOR STRAP PER PLAN. 2x STUD (NOT a SIM) DBL 2x TOP PLATE. (BEAM AT SIM.) DRAG STRUT CONNECTION 52.0 SCALE: I" = 1'-0" MSTC HOLDOWN STRAP PER PLAN SHEATHING 4 NAILING PER PLAN. SPLICE TO OCCUR ON COMMMON MEMBER OR BLOCKING SOLE PLATE NAILING. USE I6d a 16" 0.G. MIN. SOLID RIM JOIST (3) 8d JOIST -TO -TOP PLATE U.N.O. MAINTAIN MIN . I1/2" END DISTANCE. 2x FRAMING PER PLAN. (BEAM AT SIM.) " SUBFLO0 JOIST PER PLAN 2x DBL TOP PLATE. LAP SPLICE 4'-0" MIN. 4 NAIL w/ I6d 0 6" O.C. STAGGERED. TYPICAL FLOOR FRAMING CONNECTION SCALE: I" = 1'-0" 2x JOIST PER PLAN 8d a 4" 0.0. 3/4" SUBFLOOR 2x BLOCKING w/ 435 FRAMING ANCHOR TO P PLATE. SHEATHING 4 NAILING PER PLAN OR SCHEDULE. 2x FRAMING PER PLAN. (BEAM AT SIM.) FRAMING AT INTERIOR SHEAR WALL SCALE: I" = 1'-0" SHEATHING 4 NAILING PER PLAN OR SCHEDULE 'SIMPSON' HOLDOWN PER PLAN I6d a 4" 0.0. SOLE PLATE NAILING. 8d a 6" O.C. UNO SUBFLOOR JOIST PER PLAN LUS2I0 HANGER BEAM PER PLAN SHEAR UJALL FRAMING AT FLUSH SEAM SCALE: I" = 1'-0" 1/2" RATED SHEATHING 4 NAILING PER PLAN. I6d 0 8" 0.C. SOLE PLATE NAILING. SOLID RIM JOIST 3/411 SUBFLOOR JOIST PER PLAN BEAM PER PLAN. SHEAR WALL FRAMING AT BEAM SCALE: I" = 1'-0" 6.7 /— 3/4" SUBFLOOR 2x BLOCKING JOIST PER PLAN AC POST CAP (ALT. Ix4 GUSSET EA SIDE w/ (6) ad ) 4x4 PT POST (4x6 AT SPLICE) MAB ANCHOR (ALT. 434 ANCHOR TWO SIDES) 8" FTG PER PLAN— FINISH GRADE �D D 1811 MIN. 12" MIN. - FLOOR FRAMING AT CRAWL SPACE SCALE: I" = 1'-0" SHEATHING 4 NAILING PER PLAN OR SCHEDULE 2x PT SILL. w/ ANCHOR BOLT 43"x3"x1/4 WASHER PER PLAN OR SCHEDULE. USE 5/a". a 60" 0.C. MIN. 6" MIN.. FINISH GRADE OR SLAB ON GRADE STHD HOLDOWN PER PLAN I'-6" MIN. 13 4 d 2x STUD PER PLAN. USE DBL STUD AT END OF SHEAR WALLS 4 HOLDOWNS. SEE SHEAR WALL SCHEDULE FOR 3x STUDS. SEE PLAN FOR TOP OF CONCRETE AT SIMILAR 4" SL41E3 ON GRADE OVER MIN. 6 MIL VAPOR BARRIER ^ n A #4 BAR - HORIZ. #4 MBAR 0 24" 0.0. - VERTICAL 04 BAR CONT. 1'-4" / FOUNDATION AT SLA5 ON GRADE 62.0 SCALE: I" = 11-0" 2x STUD PER PLAN. USE MINIMUM (2) 2x STUD a ENDS OF SHEAR WALLS 4 HOLDOWNS. SEE SHEAR WALL SCHEDULE FOR 3x STUDS. SHEATHING 4 NAILING PER PLAN. SPLICE TO OCCUR ON COMMON MEMBER OR BLOCKING. 6" MIN. 1211 MAX. I'-6" MIN 2'-6" MAX. I6d a 16" 0.0. SOLE PLATE NAILING. 3/411 SHEATHING ANCHOR BOLT w/ 3"x3"x1/4" WASHER. SEE SCHEDULE FOR SIZE 4 SPACING.USE 548". AT 60" 0.C. UN.O. 2x PT SILL 8I1 D to 8D AR - HORIZ. STHD HOLDOWN PER PLAN. 1'4 L BAR 0 24" 0.C. - VERT. #4 BAR CONTINUOUS 11-4" 14 FOUNDATION AT CRAWL SPACE 52.0 SCALE: NONE MSTC40 HOLDOUN. ALIGN WITH EMBEDDED STHD TYPE HOLDOWN BELOW. SHEATHING 4 NAILING PER PLAN. SPLICE TO OCCUR ON COMMMON MEMBER OR BLOCKING SHEATHING 4 NAILING PER PLAN. MATCH WALL ABOVE UN.O. 11 I6d a 16" O.C. SOLE PLATE NAILING. 3/4" SUBFLOOR / (3) ad JOIST -TO -TOP PLATE UN.O. MAINTAIN MIN. 11/2" END DISTANCE. • 2 x 6 STUD a 16" 0.C. USE DBL STUD 0 ENDS OF SHEAR WALLS 4 HOLDOWNS. FINISH GRADE IS" MIN • 0 • 10'-0h1 2x NAILER AND PT SILL w/ B II MAX. ANCHOR BOLT 4 3" x 3" x 1/4" WASHER AT 51-0" 0.0. (ALT. MASA a 48" 0.C.) STHD TYPE HOLDOWN PER PLAN. *4 BAR 0 10" 0.C. - HORIZ. 21-0" #4 MBAR a 16" 0.C. - VERT. MAXIMUM FINISH GRADE D I8 81, I'-4" 1811 4 BAR CONTINUOUS MINIMUM (TYP.) CRIPPLE WALL WITIH PACKFILL FOUNDATION 2.0 SCALE: 1" = 11-0" DBL 2x TOP PLATE HDR PER PLAN. TRIMMER STUD(S) KING STUD LSTA STRAP PER PLAN. CENTER ON TRIMMER OR KING STUD. (TYP) 2x SILL PLATE 1'•'•' 1/2" RATED SHEATHING 4 NAILING PER SCHEDULE. 3x BLOCKING (TYP) SHEAR WALL FORCE TRANSFER DETAIL 2. SCALE: I" = 1'-0" LSTA24 STRAP (FAR SIDE) 2x TOP PLATE HDR PER PLAN. EXTEND OVER PANEL TO KING STUD. 101-0" MAXIMUM MINIMUM NAIL SHEATHING TO HDR 7-w/ 8d a 3" 0.C. EACH WAY. TOP OF STEM WALL ELEV. VARIES STHDI4 HOLDOWN UNO. • REVIEWED FOR ODE COMPLIANCE APPROVED OCT 21 2013 City of Tukwila UILDING DIVISION 12 t+ . t . rt- . • • • • r FASTEN TOP PLATE TO HEADER w/ (2) ROWS 16d AT 3" 0.C. �(2) 2x STUDS (TYP.) 4x BLOCKING 6 MIDDLE 24" IF REQUIRED. 1/2" RATED SHEATHING (24/0 EXP 1). 3" O.C. AT 7— PANEL EDGES. (2) 2x PLATE. (NAIL SHT'G TO EA PLATE) RECEIVED CITY OF TUKWILA AUG 0 2 2013 2x PT SILL PERMIT CENTER (2) 5/8". ANCHOR BOLT w/ MIN. 1" EMBEDMENT 4 3" x 3" x 1/411 GALVANIZED iE WASHER. FOUNDATION PER PLAN. MIN. 8" THICK STEM WALL w/ #4 BAR I-IORIZ. TOP 4 BOTTOM. PORTAL FRAME PANEL 52.0 SCALE: NONE COPYRIGHT 2013, SEGA ENGINEERS & Civil Consulting Engineers Structural • Black Diamond, Washington 98010 22939 SE 292nd Place (360) 886-1017 • FAX 886-1016 (I) -z-E 03 II II II n o 01Z n II ,� 1 JOE3 II -016