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HomeMy WebLinkAboutPermit D13-254 - CARY LANG CONSTRUCTION - LOT 3 - NEW SINGLE FAMILY RESIDENCECARY LANG CONSTRUCTION LOT 3 14755 62 AVE S D13-254 • City of Tukwila Department of Community Development a O 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: 3597000090 14755 62 AVE S COMBOSFR PERMIT Project Name: CARY LANG CONSTRUCTION, LOT 3 Permit Number: D13-254 Issue Date: 1/8/2014 Permit Expires On: 7/7/2014 Owner: Name: Address: Contact Person: Name: Address: Contractor: Name: Address: License No: TUKWILA 6 LLC 19541 183RD WAY SE , RENTON, WA, 98058 CARY LANG 29815 24 AV SW ,.FEDERAL, WA, 98027 Phone: (206) 423-5055 CARY LANG CONSTRUCTION INC Phone: (253) 661-6880 29815 24 AV SW , FEDERAL WAY, WA, 98023 CARYLCI1010F Expiration Date: 9/13/2014 Lender: Name: OWNER: CARY LANG CONSTRUCTION Address: 29815 24 AV SW , FEDERAL, WA, 98023 DESCRIPTION OF WORK: CONSTRUCTION OF 2651 SF SFR WITH 591 SF GARAGE AND 256 SF OF COVERED DECK. PUBLIC WORKS ACTIVITIES INCLUDE: TESC, LAND ALTERING, STORM DRAINAGE INCL. INFILTRATION WITH OVERFLOW TO EXISTING STORM SYSTEM WITHIN 62nd AVE. S., SAN. SIDE SEWER, PERM. 3/4" WATER METER, RESIDENTIAL FIRE LINE, AND UNDERGROUNDING FOR POWER. TRANSPORTATION IMPACT FEE. TRAFFIC CONCURRENCY PAID UNDER PW07-072 / C07-020. Project Valuation: $341,670.86 Fees Collected: $16,478.11 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: • • 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 I Permit Center Authorized Signature: / l ► 5 01 Date: I hearby certify that I have read and ed this permit and know the same to be true and correct. All provisions of law and ordinances gove 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: w Date: //OY Print Name: (/ 2- v4 L a' hvj This permit shall become null and void if the work is not commenced within 180 days for the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. PERMIT CONDITIONS: 1: ***BUILDING DEPARTMENT CONDITIONS*** 2: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the Building Official. 3: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431-3670). 4: All permits, inspection records, and approved plans shall be at the job site and available to the inspectors prior to start of any construction. These documents shall be maintained and made available until final inspection approval is granted. 5: Truss shop drawings shall be provided with the shipment of trusses delivered to the job site. Truss shop drawings shall bear the seal and signature of a Washington State Professional Engineer. Shop drawings shall be maintained on the site and available to the building inspector for inspection purposes. • • 6: All construction shall be done in conformance with the approved plans and the requirements of the International Building Code or International Residential Code, International Mechanical Code, Washington State Energy Code. 7: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 8: All wood to remain in placed concrete shall be treated wood. 9: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 10: Manufacturers installation instructions shall be available on the job site at the time of inspection. 11: All construction noise to be in compliance with Chapter 8.22 of the City of Tukwila Municipal Code. A copy can be obtained at City Hall in the office of the City Clerk. 12: Ventilation is required for all new rooms and spaces of new or existing buildings and shall be in conformance with the International Building Code and the Washington State Ventilation and Indoor Air Quality Code. 13: Except for direct -vent appliances that obtain all combustion air directly from the outdoors; fuel -fired appliances shall not be located in, or obtain combustion air from, any of the following rooms or spaces: Sleeping rooms, bathrooms, toilet rooms, storage closets, surgical rooms. 14: Equipment and appliances having an ignition source and located in hazardous locations and public garages, PRIVATE GARAGES, repair garages, automotive motor -fuel dispensing facilities and parking garages shall be elevated such that the source of ignition is not less than 18 inches above the floor surface on which the equipment or appliance rests. 15: Water heaters shall be anchored or strapped to resist horizontal displacement due to earthquake motion. Strapping shall be at points within the upper one-third and lower one-third of the water heater's vertical dimension. A minimum distance of 4 -inches shall be maintained above the controls with the strapping. 16: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206-431-3670). 17: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206-431-3670). 18: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the Building Official from requiring the correction of errors in the construction documents and other data. 19: ***PLUMBING AND GAS PIPING*** 20: No changes shall be made to applicable plans and specifications unless prior approval is obtained from the Tukwila Building Division. 21: All permits, inspection records and applicable plans shall be maintained at the job and available to the plumbing inspector. 22: All plumbing and gas piping systems shall be installed in compliance with the Uniform Plumbing Code and the Fuel Gas Code. 23: No portion of any plumbing system or gas piping shall be concealed until inspected and approved. 24: All plumbing and gas piping systems shall be tested and approved as required by the Plumbing Code and Fuel Gas Code. Tests shall be conducted in the presence of the Plumbing Inspector. It shall be the duty of the holder of the permit to make sure that the work will stand the test prescribed before giving notification that the work is ready for inspection. 25: No water, soil, or waste pipe shall be installed or permitted outside of a building or in an exterior wall unless, adequate provision is made to protect such pipe from freezing. All hot and cold water pipes installed outside the conditioned space shall be insulated to minimum R-3. 26: Plastic and copper piping running through framing members to within one (1) inch of the exposed framing shall be protected by steel nail plates not less than 18 guage. • • 27: Piping through concrete or masonry walls shall not be subject to any load from building construction. No plumbing piping shall be directly embedded in concrete or masonry. 28: All pipes penetrating floor/ceiling assemblies and fire -resistance rated walls or partitions shall be protected in accordance with the requirements of the building code. 29: Piping in the ground shall be laid on a firm bed for its entire length. Trenches shall be backfilled in thin layers to twelve inches above the top of the piping with clean earth, which shall not contain stones, boulders, cinderfill, frozen earth, or construction debris. 30: The issuance of a permit or approval of plans and specifications shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the Plumbing Code or Fuel Gas Code or any other ordinance of the jurisdiction. 31: The applicant agrees that he or she will hire a licensed plumber to perform the work outlined in this permit. 32: All new plumbing fixtures installed in new construction and all remodeling involving replacement of plumbing fixtures and fittings in all residential, hotel, motel, school, industrial, commercial use or other occupancies that use significant quantities of water shall comply with Washington States Water Efficiency and Conservation Standards in accordance with RCW 19.27.170 and the 2006 Uniform Plumbing Code Section 402 of Washington State Amendments. 33: ***FIRE DEPARTMENT CONDITIONS*** 34: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 35: Adequate ground ladder access to rescue windows shall be provided. Landscape a flat, 12' deep by 4' wide area below each required rescue window. 36: Maximum grade for all projects is 15%. 37: New and existing buildings shall have approved address numbers, building numbers or approved building identification placed in a position that is plainly legible and visible from the street or road fronting the property. These numbers shall contrast with their background. Address numbers shall be Arabic numbers or alphabet letters. Numbers shall be a minimum of 4 inches (102mm) high with a minimum stroke width of 0.5 inch (12.7mm). (IFC 505.1) 38: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances#2327 and #2328) 39: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 40: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575-4407. 41: ***PUBLIC WORKS DEPARTMENT CONDITIONS*** 42: 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. 43: Owner/Appicant shall pay entire amount of the King County Sewer Capacity Charge, prior to Public Works final for this Building Permit. 44: 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. 45: 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. 46: Any material spilled onto any street shall be cleaned up immediately. 47: 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. • • 48: 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. 49: Temporary erosion control measures shall be implemented as the first order of business to prevent sedimentation off-site or into existing drainage facilities. 50: 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. 51: 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. 52: 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. 53: 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. 54: Owner/Applicant shall contact the local postmaster regarding location of mail box installation. Location of mail box installation shall be coordinated with Public Works. 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 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.: 3597000090 Address: 14755 62 AV S TUKW Suite No: Applicant: CARY LANG CONSTRUCTION, LOT 3 Permit Number: Issue Date: Permit Expires On: D13-254 DESCRIPTION OF WORK: CONSTRUCTION OF 2651 SF SFR WITH 591 SF GARAGE AND 256 SF OF COVERED DECK. PUBLIC WORKS ACTIVITIES INCLUDE: TESC, LAND ALTERING, STORM DRAINAGE INCL. INFILTRATION WITH OVERFLOW TO EXISTING STORM SYSTEM WITHIN 62nd AVE. S., SAN. SIDE SEWER, PERM. 3/4" WATER METER, RESIDENTIAL FIRE LINE, AND UNDERGROUNDING FOR POWER. TRANSPORTATION IMPACT FEE. TRAFFIC CONCURRENCY PAID UNDER PW07-072 / C07-020. METER #1 METER #2 METER #3 Water Meter Size: 0.75 0 0 Quantity: 1 0 0 Water Meter Type: Perm Work Order Number: 21340129 Connection Charge: Y $60.00 $0.00 $0.00 Installation: Y $490.00 $0.00 $0.00 Additional Install Deposit: $0.00 $0.00 $0.00 Plan Check Fee: Y $10.00 $0.00 $0.00 Inspection Fee: Y $15.00 $0.00 $0.00 Turn On Fee: Y $50.00 $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 D13-254 Printed: 06-06-2014 CITY OF TUKW.W. Community DevelopmIllibepartment Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.TukwilaWA.uov Combination it No. P 3 ProjectNo.: Date Application Accepted: IA (D2- \3 Date Application Expires: Di- 021 LI I (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: y sJ / Ir Co Assessor's Tax No.: 3599-OvoA ?C PROPERTY OWNER' . ` Name: C y/TLR/ !( 1 e4.-?.. 1.4)-)-/G- COn',r r._ v_ rName: Address: Z ?.e / St 2_06 6-. 5.4......„, City: r„derq, / L.I.,t/).t( State:41/A_ Zip: 9902, CONTACT PERSON - person receiving all project communication GENERAL Name: C y/TLR/ !( 1 / q#� (� Address: . City: State: Zip: Phone:n, 2v6 -Y23 -Soso '')--:4/.1..... : 7oz(to . Email: Ca -v IQ, l•41 43)-- 11.. 143'11.4-1)-- GENERAL CONTRACTOR INFORMATION Company Name: Address: Skpvv-e Engineer Name - ese ,ti v i` 4_ Z City: State: Zip: Phone:20(2rz 3 _S--bs-s►Fax: City:r✓P�^ State: (4.-4r Zip 93 Contr Reg No.: Exp Date: CT/Gl�tl /7 Tukwila Business License No.: ,1A ,l�'(' W lOU_/1 `,/1 % 1//'l , cc cA-RVi-c z" 10 (6 F ARCHITECT OF RECORD Company Name: Lev, �� S C. on 4 ,-!G t Engineer Name - ese ,ti v i` 4_ Z Architect Name: -1, { vt N j -e dP' Ll.tf City: Address: U / Zd Z /n�iiv S r sk. ' �07 City:r✓P�^ State: (4.-4r Zip 93 7( Phon .-3 .92 7gos, Fax: Z y4 _ 1,,? T . Email: ENGINEER OF RECORD Company Name: 5 6:4,A- r' ,.,,Jl' 4,/e r, -S Engineer Name - ese ,ti v i` 4_ Z Address: Z?�34 3-67 2._? 2~0( o City: 4 Zip: Teo /0 Phone:36.0_eg6'_ 0 State: Email: . LENDER/BOND ISSUED (required for projects $5,000:or greater per RCW 19.27:095) OName: ,% Ai `0(.4/VerF4 Address: City: State: Zip: H:\Applications\Forms-Applications On Line \2011 Applications \Combination Permit Application Revised 8-9-I l.docx Revised: August 2011 bh Page 1 of 4 PROJECT INFORMATION.— .ill Valuation of project (contractor's bid price): $ Scope of work (please provide detailed information): 2_601 Do Bu_; e/ New 5 v `• E4 /14-121C, DETAILED BUILDING INFORAMTION - PROJECT FLOOR AREAS PROPOSED SQUARE FOOTAGE Basement 15' floor 2"d floor GarageA carport ❑ Deck — covered4 uncovered ❑ Total square footage 1/60 l go l 5q/ 256 3z/D6 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 $ 6000 as furnace <100k btu thermostat emergency generator 2 wood/gas stove other mechanical equipment, appliance vent fuel type: ❑ electric t gas ventilation fan connected to single duct 6 PLUMBING: Value of plumbing/gas piping work $ bathtub (or bath/shower combo) dishwasher lavatory (bathroom sink) water heater (gas) bidet floor drain 2- sink lawn sprinkler system H:\Applications\Forms-Applications On Line\201 I Applications\Combination Permit Application Revised 8.9-1 l.docx Revised: August 2011 bh clothes washer shower water closet gas piping outlets Page 2 of 4 PUBLIC. WORKS PERMIT INFORMION Scope of work (please provide detailed information): Call before you Dig: 811 'Pleaserefer,to.Pulilic Works Bulletili #1 for feesand estimate sheet. WATER DISTRICT tc,.. Tukwila ❑ ...Water District #125 ❑... Highline .. Letter of water availability provided SEWER DISTRICT . "K.. Tukwila .. Sewer use certificate ❑ ...Valley View 0...Renton ❑ ...Letter of sewer availability provided 0 .. Renton ❑ .. Seattle SEPTIC SYSTEM: ❑ .. On-site septic system - for on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. SUBMITTED WITH APPLICATION (MARK BOXES WHICH APPLY): Civil Plans (Maximum Paper Size - 22" X 34") 0 .. Technical Information Report (Storm Drains e) `Ei... Geotechnical Report ❑ .. Bond ... Insurance Easement(s) ❑... Maintenance Agreement(s) ❑ ...Hold Harmless - (SAO) ❑ ... Hold Harmless - (ROW) PROPOSED ACTIVITIES (MARK BOXES THAT APPL : ❑ .. Right -Of -Way Use - Potential disturbanceConstruction/Excavation/Fill - Right -of -Way... ❑ .. Total Cut .. Total Fill 4° Cubic Yards ❑.. Work In Flood Zone Cubic Yards i❑... Storm Drainage 74. Sanitary Side Sewer ❑ .. Cap or Remove Utilities ❑ .. Frontage Improvements ❑ .. Traffic Control 0... Abandon Septic Tank ❑... Curb Cut ❑... Pavement Cut ❑... Looped Fire Line Permanent Water Meter Size 3/ WO # 221 4-o IZ.°) Residential Fire Meter Size " WO # ❑ .. Deduct Water Meter Size ❑ .. Temporary Water Meter Size " WO # ❑ .. Sewer Main Extension Public ❑ - or - Private ❑ 11 -or- Non Right -of -Way. ❑ ..Trench Excavation �❑�, /.. Utility Undergrounding `12J •. Backflow Prevention - Fire Protection Irrigation Domestic Water 11 11 ❑ .. Water Main Extension Public ❑ - or - Private ❑ FINANCE INFORMATION - THIS INFORMATION IS REQUIRED TO BE FILLED OUT WHEN REQUESTING WATER OR SEWER SERVICE Fire line size at property line ❑ .. water ❑ .. sewer MONTHLY UIRVICE BILLING/TO: / Name: C� i4 -/Q -T 1-4 /6 C ?r I! % -/ Mailing Address: 2 ! Z '7 / ��' $* ('`.1 number of public fire hydrant(s) ❑ .. sewage treatment WATERTERRF_FUND/BILLING: Name: � �(( it Ci- Mailing Address:` - Sf yr% A'v/L .f €✓ 20 —Yy 3 -5'4 5'_S_ Day T lephone: e .'4 r ("4( k 4- q�az 3 City State Zip —q2-�-$ reple.-el 11-4( w/s- 916 23 2-0 Day Telephone: City State Zip H:\Applications\Forms-Applications On Line\201 t Applications\Combination Permit Application Revised 8-9-11.docx Revised: August 2011 bh Page 3 of 4 PERMIT ;APPLICATION: NOTES PLICABLE1O ALL OE RM ITS IN THIII 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! HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. PROPERTY OWN R J: HrZED AGENT: Signature: Date: Print Name: P, �` u Mailing Address: 2 `U it 2 ` 13 Zvi 5 t c 41" ( 11•A4 -l fjc23 City State Zip 0414- V G4 eta Z ' ' Day Telephone: 20 6— e(2-3 H:Wpplications\Forms-Applications On Line \2011 Applications\Combination Permit Application Revised 8.9.11.docs Revised: August 2011 bh 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 NAME( \,6) /)C -AY L��G COQ ��?' ERMIT # l5 r (� Ii -75 CZ . S. If you do not provide contractor bids or an engineer'd>-its 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 Water/Sewer/Surface Water Road/Parking/Access A. Total Improvements Soo 200 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) 5. Enter total excavation volume Enter total fill volume cubic yards cubic yards Zgo 0 —70 $250 (1) $ �o RECEIVEp4) CITY OF TUKWILA AUG 0 2 2013 Use the following table to estimate the grading plan review fee. Use the PERMIT greater of the excavation and fill volumes. CENTER 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 lsi 100,000, PLUS $13.25 for each additional 10,000 or fraction thereof. 200,001 or more $402.25 for 15T 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) $ .3Zo 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 1)012,9cLi 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) -s-ee- (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 p 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 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* "2-5- D. s D. Water Meter - Water only* E. Water Meter - Temporary* * Refer to the Water Meter Fees in Bulletin Al Total A through E $ 025" (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 $ 12.63-)22_ I. Other Fees $ /( oa 5 ZZ � CAsc-q£ W ye}tLiIq�F Total A through I $ 1'>o2 x-9:90 (10) DUE WHEN PERMIT IS ISSUED 7 2_ (6+7+8+9+10) $ 020 — 4900— / 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 .i $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 Ckfir g/2_ reffte Cash Register Receipt City of Tukwila DESCRIPTIONS ACCOUNT QUANTITY PAID 3 92 PermitTRAK $1 4:82 D13-254 Address: 14755 62 AVE S Apn: 3597000090 $13,924:82 0.75 INCH $6,630.00 CONNECTION CHARGE R401.379.002.00.00 $60.00 METER/INSTALL DEPOSIT B401.245.100 $490.00 WATER METER PLAN REVIEW R000.345.830.00.00 $10.00 WATER METER INSPECTION R401.342.400.00.00 $15.00 WATER TURN -ON FEE R401.343.405.00.00 $50.00 CASCADE WATER ALLIANCE B640.237.500 $6,005.00 DEVELOPMENT $65.00 ADDITIONAL PLAN REVIEW R000.345.830.00.00 $65.00 FIRE IMPACT FEES $922.00 FIRE IMPACT FEES Fire $922.00 PARK IMPACT FEES - $1,426.00 PARK IMPACT FEES Park $1,426.00 Permit Fee $3,466.60 Permit Fee R000.322.100.00.00 $3,466.60 PERMIT ISSUANCE/INSPECTION FEE $70.00 PERMIT ISSUANCE/INSPECTION FEE R000.342.400.00.00 $70.00 PUBLIC WORKS $1,317.22 TRAFFIC IMPACT FEE R104.345.840.00.00 $1,297.22 CONSTRUCTION PLAN REVIEW R000.345.830.00.00 $20.00 PW LAND ALT PERMIT FEE $23.50 PW LAND ALT PERMIT FEE R000.342.400.00.00 $23.50 STATE BUILDING SURCHARGE $4.50 STATE BUILDING SURCHARGE B640.237.114 $4.50 TOTAL FEES PAID BY RECEIPT: R635 $13,924.82 Date Paid: Wednesday, January 08, 2014 Paid By: CARY LANG CONSTRUCTION INC Pay Method: CHECK 23045 Printed: Wednesday, January 08, 2014 8:55 AM 1 of 1 CRWSYSTEMS City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Fax: 206-431-3665 Web site: http://www.TukwilaWA.Eov RECEIPT Parcel No.: 3597000090 Permit Number: D13-254 Address: 14755 62 AV S TUKW Status: PENDING Suite No: Applied Date: 08/02/2013 Applicant: CARY LANG CONSTRUCTION, LOT 3 Issue Date: Receipt No.: R13-02276 Payment Amount: $2,553.29 Initials: JEM Payment Date: 08/02/2013 10:17 AM User ID: 1165 Balance: $5,892.60 Payee: CARY LANG CONSTRUCTION INC TRANSACTION LIST: Type Method Descriptio Amount Payment Check 22588 2,553.29 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: $2,553.29 2,253.29 250.00 50.00 ...,r• Rcroinf_ IR Printed: 08-02-2013 INSPECTION RECORD Retain a copy with permit INSPECTION NO: PERMIT NO. DI-zs'( CITY OF: TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request .Line .(206) 431-2451 Project:-�1 C'� A 1 aK L_P (V C TYpen•spection• 1--- I rV ►i -C-- Addr ss: Date Called: Special Instructions`. e � �. a.1 M 1 L tLu Date Wanted: / t'"/ f 3 ©` /c—i a.m. • Requester: Phone No: 21,Approved.per applicable codes. D Corrections required prior to approval. COMMENTS: r't►1'"t �e-w1rDEle- InOe tor: Dat : Lt— 3 0 _ /. )INSPECTION FEE REhUIRED..Prior fo next inspection, fee must be aid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit b13-2,51{1 INSPECTION NO. PERMIT NO. °.,.11` CITY OF TUKWILA BUILDING DIVISION `,)` 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 431-2451 t:- (��� �✓�nl @APIN (� Type of Inspection: F/�Mf -,z,e S 7'i din/ 6/ ` 4cideNe4 - / fAJ4 Add s 1-7 S 2 A vc Date Called: Special Instructions: - Date L nted�-% �,,txt Cn Requester: Phone No: Approved per applicable codes. LJ Corrections required prior to approval. COMMENTS: fa p;N (-?,0f96<./ $5/ Z -i'9/ - a4sp„►./ -,z,e S 7'i din/ 6/ ` 4cideNe4 - / fAJ4 ) �` / o oAL, fJ47-./4A lo✓e40 \) (ed/r./ —GUS?fL4.-i 0A1 - 4QN fM'1 71 Date: y n ' SPECTION FEE REQ99RED. Pfior to next inspection, fee must be pp 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 i Proj t: Coq 2 n Y IAA/ & Type of Inspection: W 3 Add4175' 62 4vS Date Called: Special Instructions: Date W ntec�;,Z j /44 ,a.m�. Requester. . 05.3 664 - 7Oyh, MIe N ea4123-sO5S proved per applicable codes. Corrections required prior to approval. COMMENTS: Inspector: Date: �— 2.) REINSPECTION FEE REQUIRED. Prior1to next inspection, fee mist be _aid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. J 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 Pr ect: I- AN R-`(- L IA til Type of Inspection: .l) W- lI I EN) s,.A { . - i- elk, pi,;,),E, A (dies ./ SS 2 il t1 C Date Called:... Special Instructions: Date Wanted: 3 _ - L H ►'-t p.m. Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: �►: -UJB: tk ,1_n.lsu(A-f ,.e-e\j 01, w Ins Date:, n FINS ECTION FEE REQUI ED. Prior to next inspection, fee must be pal 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. D13 -25'l Proj esti ,,-n (1'4LAS % Type of Inspection: c-nIlAtI & `r 5 ( i n Date Called: Special Insructions: Date Wanted: a.m.. Requester: Phone No: DApproved per applicable codes. Corrections required prior to approval. COMMENTS: P, ", 71; ve (1.0 Altl i /0N Af6c4C7 471z://v/ft/ epi 7 //G k c. J �s.2a 77p Dat . z/y.. [Ti REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be Old at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. Nqr Zsy CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 431-2451 Pro' ct: A 2E- L- A "J(v Type of Inspection: Y R. vt r>11 r.t C. Address:._..Date 1 w7 (,L A U Called: fDj Special Instructions: Date Wanted:. 3 -11-14 a.m. p. - Requester: Phone No: ElApproved per applicable codes. ©Corrections required prior to approval. COMMENTS: i ELeth {.16 At— - g-v~Ic h _. /.1 Fc(Ed ,A-fi12✓.1 ,,..j — ,,iCtFct fDj Ate S 1 op,. r iJc — 0d-1 Ctg-y,\f 6,-kLQ -\------,( A 10-+ s.l C-, �-*i ? ta&I-LAW 1.30-rv'l` SI -0 R i f f'� Inspector. tN` I k v l In RE SPECTION FEE REQUIRE . Prior to net inspection, fee must be pa d t 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKW.ILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 431-2451 Proje rig-NIkAN) . . Type of Inspecttiio ' GAS �l -4- P'(_6[+f2rx Address: (� ? 5 �2 A � s Dto ailed et V) € ..Ns1..l -- Special Instructions: - . Date Wanted: _ a.m: 3—/1-7L Requester: PneNo: - �- hcbCoya3:5Dss.. I.Qpproved per applicable codes. Corrections required prior to approval. COMMENTS: G AS _I=N15 p 4 4ice4 3> LACI ApP/d /Cc( PIP i-IJ5ukl-1-ieno -App/r'Veq( 1 Date:II_ Prior tb next inspection, EINSPECl'ION.FEE REQU ED.'pection fee must be aid at 6300 Southcenter Blv4.-Suite 100. Call to schedule reinspection. ...,% INSPECTION RECORD Retain a copy with permit INSPE ION 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 bi3=a5 9 Proj t -. l Adrt.( L�1Nic Type of Inspection: s .fa.thigk -tfe) (A' Addr ss: Date Called: Special Instructions: Date Wanted: ( n, --1 --'4 • -' a.m.` p.m. Requester: C A R9...M Phone No:, 0106 -LZ3- Q 5_S Approved per applicable codes. Corrections required prior to approval. COMMENTS: er R_ dug -1 tiApokAo flwe\C'.0 ;s.) 614acppid.P.4 +�OTC r3rsRo ✓&l c ✓ A1NA rn-N ssz ot PllcAA1, , J cj k ;Ns- l,.o'e r4 i � l o+ctir-. j/ on ►" foov t t l l h tI\1 T o a F -k t -t ? i P . 1� fe t In Date: n REI FEE REQUIi2ED. Prior. to next. inspection. fee must be pa d -t 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. Project:. 0 . CZ.. LA... . Type of Inspection: , Road In - i NJ P1 6. Address:/ G 2 'Iv Date Called: Special rnstructions: - . , - bate Wanted::. ! L — 1 a.m. m. Reque`er: Phone No: r 0 eL Z,3 -GO55 .. E Approved per applicable codes. Corrections required prior to approval. COMMENTS: p r 4 V.l ed=a-✓ T e"' ; � JC-xf yeti iv -p -✓". Date: . RElh S ECTION FEE REQUIRED. Prior to next inspection, fee must. be paid) 6300 Southcenter Blvd.. Suite 100. Call to schedule. reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 43.1-3670 Permit Inspection Request Line (206) 431-2451 Di3�sy PERMIT NO.' Proje �}R-��1 LAa�1�•- Type,of Insp tion: k. 8c 5 `) Gi i kiceS { Address: I LI- 5 ' �Z 5 Date Called: Special Instructions:: Date �Wanted: L .. .) a.m. _ (. t p.m. Requester: . Phone No: f..C)c04Z 5055 SApproved per applicable codes. Corrections required prior to approval. COMMENTS: 1)-P het q 11;&).PC) ✓��,i ` he 14-t } _ An Date: SPECTION FEE-aEQUIRED. Priorto next inspection. fee must be at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 3 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 431-2451 Project: A R 2 L1 ow° Type of Inspection: 2- LI t l ber2 FLOO'2- Address: A d ess: V-1-7 5-5 (a 7, r- 0 S Date Called: Special Instructions: Date Wanted: Ca-az Requester: Phone No: 20 (9_ 442. S -So 5 S- iSApproved per applicable codes.. 0 Corrections required -prior to approval. COMMENTS: fIt1i ector: ,l Date: .2. — PECTION FEE R QUIRED. Prior o next inspection, fee must be at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION NO. INSPECTION -RECORD Retain a copy with permit PE MIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila: WA.98188 (206) 431-3670 Permit Inspection Request Line (206) 431-2451 Project: (/ADel1.f 3C� Type..of Inspection: r--Oc- .\ �caA.r.) Address:// A Date Called: Special Instructions: • .c� Date Wanted: • '' 291 — i " Requester: Phone -No: 2Ca - u2 5 . 0 -SS f XI Approved per applicable -codes. Corrections required prior to approval. COMMENTS: F -66-f; jn15 0.-x4✓0 4!7, /dV-'c-te 11 A"' I n s ror: D fi-te: . z c. R SPECTION FEE EQUIRED. Pr''�r to next inspection, fee must be p id at 6300 Southcenter Blvd., Suitt 100. Catt to schedule reinspection. INSPECTION NO. INSPECTIONARECQRD Retain a copy with permit i 3 -2.4 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:6.i/ , - G V''Nl. Type (3 „) / ctiAM' .,p A /�� 4 r� J � f � Address:._ AP r 41 > (07 ----AVE Date Called: ( / �—, Special Instructions: `" c`7... ♦l J /Phone / Date Wanted: [ — 2/ —)I a,DL. p.m. Requester: No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: ()k �'..-D.1 %' r. ti Inspector: Date: i-2 r� REINSPECTION FEE REQU 1`tED. Prior to next inspection, fee must be paid at 6300 Southcenter tvd.. Suite 100. Call to schedule reinspection. INSPECTION<RECORD Retain a copy with permit INSPECTION NO. 1l3—asy 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 Inspectio Addi s: t 71 'P 07515 62,4v -e 5 Date Called: on,9 o• /11 1� Special Instructions: , - / • •1 Date Wanted: O //?///5/ . p.m. Requester: ✓ CIA Phone No: - 055 Approved per applicable codes. Corrections required prior to approval. COMMENTS: r yzi/y` q'or't �U-t. � To r�- i 7? '7�it/ ! P-OL-/c/04:44I Inspector: Date: /Aihy n REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid. at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit £I3 61,41,14 PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206-575-4407 'Project:} Reli Fire Alarm: Type of Insp cation: Address: Ih f 755 Suite #: 6 viJ 14-U5 Contact Person: Special Instructions: Phone No.: p< Approved per applicable codes. Corrections required prior to approval. COMMENTS: Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: � �rat$ cam- Date: / /g-rA Hrs.: $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 6/11/10 T.F.D. Form F.P. 113 --- j -BELOW. BOTTOM ,OF DRAIN •PIPE 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 - for subsequent approval. Final acceptance is subject to field inspection by 1 the Public Works utilities inspector. Date: By: Vizi/3 N01'06'56'E 46'-i1' 59'-0' 39'-0' 5' SSBL N89'01'29'W 145.00' . d� 2/p 5' MEL • • CsRAvEL `FiL'L+HIN.- 1TOOT 80.4b.1PT Cut EDGE ;OF ; •FO44N .41JON .6;" MIN ABOVE tF,OOTING.- FILTER._F,ABRIC FOOTING pRAM C o hPGT -0 5,0x:-22• bea • •� • • _ - 40.7"M.PTS 4.401 17,":94,../Ard• N89'011291W 145.00' VICINITY MAP NTS d a) Cov'D PORCH SCALE 1:20 RECEIVED CITY OF TUKW{+ A OCT 2 5 2013 PERMIT CENTER P REVIEWED FOR CODE COMPLIANCE APPROVED Nov 2 0 2013 City of Tukwila BUILDING DIVISION CORRECTION bk3 .15 1.4 TUKUJILA 6 LLC LOT COVERAGE CALC. LOT AREA■ '1830 SF PROPOSED STRUCTURE ■ 2.005 8F LOT COVERI1GE■ 29.6S PLAN L25 -2561 -3rd CAR APPROVED NOV 20 2013 City of Tukwila PUBLIC Works CDAileh 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. OESIGN ENGINEER: JAEGER ENGINEERING, 253-850-0934 3. OWNER: TUKWILA 6 LLC, PHIL KITZES, 206-227-7445 2 EXIST 5961 aIM�2D%6' IE -201.3' DO) 6' PK DROP IE•109.2' (NE) 8' ONO' IE -196.8' (5) 6 CTR 0101.196.9' (LADDER TO WEST) TKCREC NO. 20' PUBLIC WATERLINE EA5E1ENT CUT INTO EXIST. 8' MAIN 1-8' 1EE. (FUdt) 1-8' G.V. (F1WJ) 2-8' ADAPTORS (RAMO CONC. 8LOCK70 CLEARING UMTS (TIP) ::111 SET AAD, SITE DATA AREA: 0.95 ACRES or 41,555 SF SINGLE FAMILY RESIDENTIAL PROPSED DENSITY.' 4.21 UNITS/ACRE ZONING: LDR PROPOSED USE: 4 LOT SHORT PLAT MIN. LOT SIZE: 6500 SF SMALLEST LOT: 6500 SF SEWER: CITY OF TUKNILA WATER: CITY OF TUKWILA SITE ADDRESS: 14759 62nd 67E. S PARCEL: 359700-0087 20' PRIVATE EASEMENT FOR ACCESS, I SANITARY SEVER & U101RE5 (K.C. REG NO ) NEW MAN HOLE (2 (P78VATE) RRk-3z 7.0 E: 19fl1 E 1,t 9 1 W I1PERNOUS SURFACE NEW OIPER7OU5 SURFACE& - 3 NEW HOuSES/ORIVEWAYS 0 3000 SF EA 3(3000) - 9000 SF - NEW PRIVATE ROAR 129(20) - 2580 SF - NEW IIPERWOUS SURFACE: 11680 SF EAST. YPERWOUS SURFACE TO 8E RO108001 - CONC. DRIVEWAY: 2343 Si NET NEW DIPERWOUS SURFACE: 9237 SF EX. 00 (48' TYPE 111 64.214,8' \ (.198.2' (NE) 13' (COMP NOT NOTE)) E-197.8' (NW) l8'± (Coup NOT NOTED) E-197.7' (5E) le -1: (COMP NOT NOTED) (LADDER TO EAST) E1ST. E9/T FCR ROADWAY .- REG 0470513 r 589'01'29.E Ni W'_MR1:219LE.'T3. (PRIVATE) RAC 209.0 IE 198.44 '4 INSTALL NEW FIRE \ HYDRAN,L1$U&Y• \ 1-8',4' TEE (I6.1d1.) 1-6' GAZE VALVE 4 U 6: DJ. 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 ((INC COUNTY. DESCRIBED AS FOLLOWS; BEGINNING AT THE INTERSECTION OF THE EAST UNE OF 59TH AVENUE SOUTH RIGHT-OF-WAY HIM THE ADJUDICATED UNE BETWEEN TRACTS 4 ANO 5 OF SAID ADDITION. SAID ADJUDICATED LINE BEING FIXED ANO ESTABLISHED BY ((INC COUNTY SUPERIOR COURT CAUSE NO. 129565: THENCE SOUTH 0129'40' WEST 20 FEET. ALONG THE EAST UNE OF SAID AVENUE: THENCE SOUTH 88'48'20' EAST 200 FEET. ON A UNE PARALLEL WITH SAID ADJUDICATED UNE; THENCE SOUTH 0(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 UNE. 425 FEET TO THE POINT OF BEGINNING; EXCEPT THAT PORTION THEREOF AS CONDEMNED 80 THE CITY OF TUKWILA IN KING COUNTY SUPERIOR COURT CAUSE N0. 733565; SITUATE IN THE CITY OF TUKWILA, COUNTY OF KING. STATE OF WASH EX. CB (TICE I) 64.206.? \ (.207.8' (50) IT (COMP NOT NOTED) - REMOVE EOSTING DRIVEWA7 CURB CUT _CONSTRUCT NEW 20' DRIVEWAY 0108 CUT PER DETAIL 91T. 2 END B' DJ. WATER 6NN w/ BUND FLANGE 0 TEE a THRUST 8L0CK NG RO0(ERY TO 1 � 398 LF 8' D.I. WATER MAIN MH 134'-:' PVC SEWER O 1.008 at . .4 EX. CB (TYPE I) III (.200.3544) 12' PVL CONNECT TO EXIST. MAN HOLE (PUBLIC) RIM: 207.8 IE 196.8 )r.S) E165T IE 197.0 (6',E) NEM RECHANNEL FOR NEM PIPE (W) REMOVE E10T. WATER METER SAWCUT DOST. ASPHALT REPNR PER Ott 5705 SEAL MCH ROAD CL EX. CB�Q 044.202.5 (.799.2' (E5) 72- PK N89'O r.P[C• IK(0 +x ZENU ' (:17.. FPAME 6' PVC 00E SEWER -- O 2.08 10' PRIVATE SANITARY SIDE SEWER EASEMENT (K.0 REC. NO RGOCERY. .:E (110J .7)111)11 !Y. ` E'ISTMG ROOISRY TO AIN 1)1117:7 ._ 30' PRIVATE AMISS d UTILITY EA5YF8T FOR LOT 0082 \ 1 -(KC. REG NO. NEW 03 /1 (T0E 2• "R&E 3658 IE 197.1 (E)OST. 18' IE 197.2 (NEW, 12') SET OVER DOST. 18' EX CB L1''E I) ' 044.202.1' IE -188.5' (SW) 12' (COMP NOT NOTED) 1. REV GRADING LOT 3, PRECON REV 6-12-08 REVIEWED FOf CODE COMPLIAN APPROVED 1 NOV 2 0 2013 City of Tukwila BUILDING DIVISI 03 (TYPE 0 102.7 E. 2.Y (911)12' (CO NOT N0 NOTE (-19 . ' (MIO IB'} (CONDI NOT NOTED) (.196.54) 18'} (CWP NOT NOTED) 1' POLY Mt SERW(E PIPWG • -SIDE SEWER STUB - 20(3 MOVE DOST. . DRIVEWAT NOTES L THERE SHALL BE NO LOTS U10 A SEPARATE DRIVEWAY ACCESS DIRECTLY FROM 62nd AVE. S 2. LOTS 11, 2, 3 A 4 AND ADJACENT PARCEL 0082 SHALL HAVE ACCESS FROM THE PRIVATE ACCESS ROAD (TRACT A). THESE 5 LOTS MILL 450 HAVE EQUAL MUNTENANCE RES'Pd/9B01TY FOR INE ROAD. 1 1075 It 2. 5 IX 4 AND ADJACENT PARCEL 0062 SHALL HAVE (011AL AND JOINT RESPW91UTY FCL THE PRIVATE DRAINAGE 5771709. 4. ALL NEN HOUSES 94A11 HAVE ROOF/GUTTER DRAINS THAT ARE PIPED DIRECTLY INTO DE PKVATE 012101AGE SYSTEM. PIPING CONNECTION FROM 1HE HWSE 4041 BE A PERFORATED PIPE CONNECTION PER 11E 0TY STANDARD DETAIL. GRADING QUANTITIES: CUT: 150 CY, FILL: 150 CY (BALANCED SITE) UAIJTY COVFUCT NOTE CAUTION: THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION AND DEPTH OF ALL EXISTING UTILITIES WHETHER SHOVM1 ON THESE PLANS OR NOT BY POTHOLING THE UTILITIES AND SURVEYING 111E HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS SHALL INCLUDE CAUJNG UTILITY LOCATE 0 1-800-424-5555 AND THEN POTHOUNG ALL OF THE EXISTING USTU116S AT LCCATIONS OF NEW UTIUTY CROSSING TO PHYSICALLY VERIFY WHETHER 012 NOT CONFLICTS EXIST. LOCATIONS OF SAID UTIUTIES 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. CIEARNG-.. LAWS (TYP) 6' 10T - ORAN SNB REMOVE E1051. -CNC WAu-'(TO 510., a PO'TT' 4E 7,, y8.10.4116ASENENT :80.46(7,1 ELEYAIMXI-_141'i'" LOT 4�) :)L W END 5' CHAMMY. -. 90971'29 4' MCH ROCKERY OR 8100( WNL (RLL) TOP: 204.0 80T: 2000 D FPAME 6101)jE E END 5' CHAINUNP. ' HIGH ROCKER? OR CLOCK WALL (DLL) 1 TOR 206.0 BOT: 202.0 0R 81.004 WALL ( TOP: 216.0 % ^l BOT: 2120 (, • 1 �MNNIXrI: 80.0' 1 - - 225.00 - ..y'CHAINLW1E-- G'WIM w E 0.`M„ uMTs (TYP) GRAPHIC SCALE 20 0 10 20 b (d 7780?) I inch - 20 fl. /--It EX. CB(49'1111W11) / 16.1•6-189.3' (5444 12' (CONDI NOT NOTED) (.187..787,5' (NE) 12' (Coo NOT NOTED) (.788.4' (NM) 18' (CWP NOT NOTED) 0 RECEIVED E.180.4' (SE) (CWP NOT NOTED) (L(LADDERTOO SWiNYEST) X 01 f1YPF I) 044.1911' CITY OF TUKWILA CORRECTIONOCT 2 5 2013 LTR# PERMIT CENTER C5 :i 0 9 4 F s J DRAINAGE, ROAD, WATER & SEWER PLAN DATE 6/07/07 OE404 ORM. BY: JJJ APP. BY: JOB K0. 04E21 16- ts‘ Prescriptive Energy Code Compliance for Climate Zones 6, 5 and Marine 4 Project Information Contact Information L2I3-2561 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. ns. Authorized Representative Date Pe PAP% fz� R4 Clppy Climate Zone 5 & Marine 4 6 R -Values U-Factora Fenestration U-Factorb Skylight U -Factor Glazed Fenestration SHGCb,a Ceiling Wood Frame Wall9'kl Mass Wall R -Value' Floor Below Grade Wall° Slabd R -Value & Depth R-Valuea U -Factors n/a 0.30 n/a 0.30 n/a 0.50 n/a 0.50 n/a n/a n/a n/a 491 0.026 49 0.026 21 int 0.056 21+5ci 0.044 21/21h 0.056 21+5h 0.044 30g 0.029 30g 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 Paget. 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: 01. 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. 2. Medium Dwelling Unit: 1.5 points All dwelling units that are not included in #1 or #3, including additions over 750 square 03. Large Dwelling Unit: 2.5 points Dwelling units exceeding 5000 square feet of conditioned floor area. feet. REVIEWED CODE COMPL APPROV FOR IANCE ED Table R406.2 Summary Dation Description Credit(s la Efficient Building Envelope la 0.5 lb Efficient Building Envelope lb 1.0 1c 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 *1200 kwh NOV 2 0 2013 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA AUG 0 2 2013 PERMIT CENTER 1.5 0.0 1.50 Glazing Schedule Project Information L2B-2561 Vertical Glazing (Windows and glazed doors) Plan • Component ID Description Glazing Ref. U -factor 1,,4 ; ` powder room i 0.300 ,twt, guest room ' 0.300 ;; '4 - dining room I 0.300 Arri N; dining room : 1 1 0.300 ,, . .rf4 a dining room : ,r,, ,. , 0.300 ;' 1', '-` F , great room *: i '1 0.300':.. •" Y?` great room 0.300'1'. i'g:•' • upper entry 1;;. i, .,1 0.300 ithV upper entry , r , 0.300i;: s; a t,�' upper entry ; I. 0.300 I`:.. f';i ,i. guest suite.' '' . i i ' 0.300' Sp y �l��y. g uest suite clos.::' , 0.300 ''' v` bedroom.3 . I,; :: I. 0.300 _ gra„A; master bedroom . ;_ i• ' '' 0.300•;:.' •T • In -b room• .... ' _• ;`,'. - _ 0.300 1134,t1.1!1,.. master bath 0.300 .. N-,`lbedro rt' 2 y, rlt. 0.300 i.i S Trn�t I �c 4 U_.... Ir peer hall , i,l u. • w: ,, ; 0.300 .,: 171'il. 11 I'� ., ...1:.I ! h,,' ,.. I II'� , I �`II II'.... ,r .. 'Sl ;••, I,,1..,...C.!:*,-' f '.I rig 1,1; „* '_: I. ,. I11 :-r'I '!'SII [1nY i _ . •w -,,t+ .5,,: uItr �-x{,,�Frr� 1 Lw .T<il !,,....,,.-:2;,!...i '.."!1.;_''.!at �l)= t jir -.•.• . 1...,fY:{t,Mi ...„.0,..,..,-.. '', 1 t ,, t.r.515A !..\:,...F.,.,.i . ..b..,..,,,.;,.:-,,,,,,,,,..,:.1/4,...,_ _... 7. „ .=,.: k._. a rt<$S• ..-i_i.a,i_a .§'3, i•.:, an.- 4-tt:}+• t; r4: .t1t ,S , ,.1 it • .4i.i •ur,,1 ,' 1.?t1 uit .e ,.,,,_.,,„ 9ii i $ ,.'1txy;-c:.. r•.•'',.;' r i ,� !, 511 r..�:..fl . .; , ry.,. � 'a.•`t:, 'c. u -5k; , r e'y., , � ,� r = n t p ,. c•' ,~ irri. r ; •Cc U ..• .51, . y c sR.1 jyf 1't 1 K 14 F' i', "'Scr �' ^� {r a -t t n 'A r , >7 � .t .rki= n u tt 1' •I 1 ° t ?tt7 1' 1't Ft(i LdiJ lJ: ,f 1'11.... C.. 6" r i= ti yS, ,, L di.i'I1t1 1 : :' .lsfl .l {1 t ;;..{.: f + Y+ ` _A...x,-li r ?. L': ,.. `t =,.•k.:./ t' •1't,l'i ' F.4I .•.,_ i •., T1 �fl l\ i 'S 4.'..,r, A •%:r: ra . t7 ..�>::. ,• ' 1 ./ n 1 - } y 1 ' i •• th r, 1 , i( r ;1�.1' 't il..:;F:: V' • „'u > - r '. . rr L' s ,:'ti } .t:. _ = t, ' t /�i5..let'. f ` r;,...4.,:, . t? : = tt YF , ra„«. ,.qi.9 •r<<. n,,.c- ,! -.aa J r, a .!..r t 4- - a.,., 1 <... _ -li ad,••' }1... ;•td w, i 5y ..:,',.-n,++. r,;;, -1.i Tii4•ab-'li• atf=e.., t r Cel', (r. .r nit ' i .4' 34 i f 7) } t4+1 • Z L w' , t+'u 7•i, ,l,�� .::_, I. '''..» ..:].+i •ti giitt,5 �,>',,rr , r7 1 t..' x ` ,i,� �b :Yt t'..!V .I:til l3, i?.;, ,i _ 16 t.i•. 11 t::.. .+"r� '::11..• ,t1'rr .'4'.4 r-Tt.elir 45., ':0 t�'' l,r;F 1L u::..*., f' •[{;1 % i ...i 1 r cr i , }... �7 777 1-• ..ii ,rt �. i s {i `..r_ 1 l 1 r ..,.,t.. ..,.r...:..... l..1 ''4...4r.41 xr,...;;1 7. .7...,.. ,...7.. 1 >•. ,`t'�ro .14,-, .+:�. t,r.., ... h,..r..q. f _.. �,.. .1..•4-;iL.?,'. r.Jttl',..., ,.c`J•".., .. •.. r., :::;:-...,K; : t.... .. ..,l,S,c., .,. ery•‘•,..1.;'',.k...;:.'.:1i1�:.. t. t.r.. :17 ... .. r" '�.'. l. '' ,4 ':'" ,�• • .: ,. . yt t . .S. .. a r - 4.. - = 1-- '-.f+. r 1 t}. .:. • ..a. r.. .i.._..,a tiL,?_.., ,...F•.:h .i ,. .. „' , .y.1r ..?t ._:,. ti rid:- .,.F.L. v, T i r�1f' )`. '. t ) t +t ,i .»_..-:L...L.,._..1' .;S'9.., _.,.,.. .4..1....1.-. .'77,1.7 t:...., t.`. j .i.(:.•(,';‘,.,1!:;' ,. ...+':, . ,l _. ..' -.•:'.,' ".. 4n.;? .. r r ,1 `u. j r• 1:t:•-:! 7 ,1' _ + i r (=v,Tn-,tl.•rcr••<, :..J.' , t...1,_•.•1:.......,.i.:- „,-...Y,'..' .r,r:�:' =5 4� I S.n 7 t: cti,7,.f'.Co-•; Contact Information R402.3.3 Exception (15 sq. ft. max.) Width Height Glazing Qt. Feet Inch Feet Inch 1 . 2 5 6 5 2 2. 1 6,.. 8 1 6 5 2. 2: 5 1 5 5 2 2 ' 2 2 4 1 4'Jr.• 4, 1 4 4' 6 ..:; 2 • 1 5 4r : 2 2: 4; 2 4 4 5. 11.411". }it t' jYn • 4 t• • } i tAttp l7� • 1. 41. t . : 15 Area UA 10.0 3.00 30.0 9.00 12.0 3.60 48.0 14.40 30.0 9.00 20.0 6.00 25.0 7.50 12.0 3.60 16.0 4.80 16.0 4.80 18.0 5.40 8.0 2.40 20.0 6.00 16.0 4.80 24.0 7.20 32.0 9.60 20.0 6.00 10.0 3.00 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 • psi ...T ./.'.1•2'3:.,‘:at r ,..) ;..1.,-...,,�1 Y.. n 'n - ry j . r .:-.;'.—.1.1..,..,..:":::.'.".,.. .... .. -...::•`•:..i,t} : .' hi , b'.:.r K .... H.i `, J ' 1'. a_... a,` rq r. t t 2. 1';'•- !y Yt} f q;•y. li [ I C 1 -. ( rtt x 1 -- ..:,. /'',...:1-1:7:':7.,...,,,•:'; : d t - tt;4.;= \ 1 L f. i 7' !' iG - y. 1 .. 1 r` '...;.:47..F.:;?* 7 1 't J 1' I. !f 4 . 7 f !. � 'fit t 1 t,.r Z ? i I r.. t P r g . 1{. ., .- ..l .. d....�l.l..... ..�.. t. ✓..T. .i � .t .it .. Y g. 1.1 ..,.. -..7) - 1 r` l•�.t •.f.s...l.\... :t:+ .$ „: . t. r., •i>.:«+'*i.a„r },1,. v r,•?,. ,5• . ., t.,.:. Lc. !{ F'iwl + Y r (.!, (...:',• ..• •_` 1'... f{"1 •••Z 71:1 T'1!x LYt lu.],:tit 4M1 I F•� ! il! i. 4! .il•! Jf 1 \.1 (•ram.va.-•.,a,.}SattU.4r, - t+•<::•.!t'1 T<f40-'. ;.y .. `s.'t5_T. ^r•:t.' i.-. •1.. a JIt _• . tl iir ...• '1. M1 r . �7. [Nr ,.. t•('h' 1 IC r1:4..J......"' .31 _d+I 1 1 _4 4 1( X IL I }7 aJL •i. .- •Ltiltii .a ...�.tx rata,,, II.. _:..1.....a.�. -Y }..6Y:...,_S.t..J 7.. t"'S .•.r.TF.u: 1 Y - 1:::14J:` tr. -1i ..1 7 .A - ,-• 1'1-: Ali:,.., 1 T' 7 0.0 J t ;•i:,•:;1,,. 0.0 0.00 6 tl tl iShx1 . ,9, .7 • I,'s ! 1 fi. 7,,%,•—•-.1: -t !t i riot S S:Twhi 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 0.00 367.0 110.10 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 Heating System Type: Contact Information • I1�4.-' sw J. Forced Air Furnace 0 Heat Pump To see detailed instructions for each section, place your cursor on the word 'Instructions': Design Temperature Instructions Area of Building Conditioned Floor Area Instructions Conditioned Floor Area (sq ft) Average Ceiling Height Instructions Average Ceiling Height (ft) Tukwila rm.., .1.."Ti,..:`F:•:,^tC(R,: �.':Il�� V 1!,; Glazing and Doors Instructions Insulation Attic rr Instructions tti R49 "."'W ' Single Rafter or Joist Vaulted Ceilings Instructions Select R -Value Above Grade Walls (see Figure 1) Instructions Floors Instructions 1 R-21 •.a .,:mar R-30 V Below Grade Walls (see Figure 1) Instructions pi *. Select R -value Slab Below Grade (see Figure 1) Instructions Select conditioning • Slab on Grade (see Figure 1) Instructions Select R -Value V Location of Ducts Instructions ,:..:.:r.:;w:,,..:<• 4 Unconditioned Space Figure 1. Above�Giade;i Design Temperature Difference (AT) 46 AT= Indoor (70 degrees) - Outdoor Design Temp U -Factor 0.30 U -Factor X 0.026 U -Factor No selection U -Factor 0.056 U -Factor 0.029 U -Factor No selection F -Factor No selection F -Factor No selection X Sum of UA Conditioned Volume 21,769 Area Area Area Area Area Area Length Length UA 110.10 = UA 41.83 UA UA 138.04 UA 40.80 UA UA Duct Leakage Coefficient 1.10 Envelope Heat Load Sum of UA X AT Alr Leakage Heat Load VolumeX 0.6XATX.018 UA 330.78 15,216 Btu / Hour 10,815 Btu / Hour Building Design Heat Load 26,030 Btu / Hour Air Leakage + Envelope Heat Loss Building and Duct Heat Load 28,633 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 40,087 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) Prescriptive Energy Code Compliance for Climate Zones 6, 5 and Marine 4 Project Information Contact Information L2B-2561 Onion 5b 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. Authorized Representative Date Climate Zone 5 & Marine 4 6 R -Values U-Factora Fenestration U-Factorb Skylight U -Factor Glazed Fenestration SHGCb,e Ceiling Wood Frame Wall9.k'' Mass Wall R -Value' Floor Below Grade Wall 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 491 0.026 49 0.026 21 int 0.056 21+5ci 0.044 21/21h 0.056 21+5h 0.044 30g 0.029 30g 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: 01. 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 Credit(s la Efficient Building Envelope 1a 0.5 1 b Efficient Building Envelope 1 b 1.0 1c Efficient Building Envelope 1c 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 ❑ RECEIVED ❑ CITY OF TUKWILA ❑ AUG 0 2 2013 ❑❑ PERMIT CENTER *1200 kwh 1.5 0.0 1.50 Glazing Schedule Project Information L2B-2561 Vertical Glazing (Windows and glazed doors) Plan '_Component Glazing ID Description Ref. U -factor powder room 0.300 guest room 0.300 dining room 0.300 dining room 0.300 dining room 0.300 4i great room 0.300 Contact Information R402.3.3 Exception (15 sq. ft. max.) Width Height Qt. Feet Inch Feet 1nch 1 2 5 1 6 5 3 2 2 1 6 8. 2. great room . 12.0 0.300 =.' upper entry - 5 0.300 5 upper entry 3 0.300' ' a'',, upper entry 16.0 0.300 2 .. guest suite 4 0.300 ,,;. guest suite clos. 4 0.300 _x bedroom 3 2 : 2 0.300. : 1 5 master bedroom 2 • 2:- 0.300,=. -: �. . maeeT str bedroom � - - - _ ' 0:300 :: - master bath 1, 2 : ' 0.300 0.0 bedroom 2 ` , ' ,' ` 0.300 . , upper hall 7,z:? 0.300 -. sr'^ + 4 i i 3• r ! " Ze y4";k 0.00 0.0 t �..:?• X34" . 0.0 a t 4i^ 0.0 0.00 �A• 1 tF J t Y f y S A 5, r Y.l i , -'4 F%v ..t F tY P } S, . c:: _ ......>.�.... _,f ' ai t (.F ..} • _:• .... {.._. e1!.y :jv. _....t s tSfr- i •3 - .4:`•.:;::: ''JlYB. (J kJ• 7. G..LL',t4:TY '4' 1_ ... 4. 3 4. r a' h k 3 (- 7 �. _. r1 '4,r Y '.:`y i "�+•; . .,J _.�e. 4.:a 5.......,.f....,6.._...,t........:)'::.ti_,.:. _. x i: i.... ...-.._IC.. t' -•(n .. .>.... • 4 ., - a •'z ti P.. ,`t t• :°,ski . r t .. i., , f y 6:15-' _ Contact Information R402.3.3 Exception (15 sq. ft. max.) Width Height Qt. Feet Inch Feet 1nch 1 2 5 1 6 5 3 2 2 1 6 8. 2. 2 12.0 5 16.0 1 5 4.80 5 5.40 3 2 20.0- 2..., 16.0 2 ' 2 .. 7.20 4 9.60 1 4 . 6.00 4 3:00 1 4 ., 4 6 2 : 2 2 1 5 4 2 • 2:- 4 - 1-7.6, '- -' 4 :: -- 2 - 4 ," 4 ... 1,: 5' 4- - .. 1, 2 : ' 5 0.0 0.00 0.0 0.00 0.0 0.00 t i res 7i,:,„_. i_.. 4 ... sr'^ + 4 i i 3• r ! " Ze y4";k 0.00 0.0 t �..:?• X34" . 0.0 a t 4i^ 0.0 0.00 �A• 1 tF J t Y f y S Y.l i , F%v ..t F tY P } S, . c:: 15 Glazing Area UA 10.0 3.00 30.0 9.00 12.0 3.60 48.0 , 14.40 30.0 9.00 20.0 6.00 25.0 7.50 12.0 3.60 16.0 ' 4.80 16.0 4.80 18.0 5.40 8.0 2.40 20.0- •6.00 16.0 4.80 24.0 7.20 32.0 9.60 20.0 . 6.00 10.0 3:00 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 J . ... .,.4 ....k L 3.. ... ... 0.00 0.0 1(' # 0.0 a' Y w i. a; 4 - - , :. l 1 8«t c, t Jt.�.. f ' E? 4 U 1.2. "°b ,.'r. f J' Ca ._ J,. •+PY >• Sf .. DI ft eT YR , 3, 7@@ N°• l :+' ....,. 1 >� . ° 2YI f +a. T q7f v rrl ti_ i 2•iK v i. . .s.. '+:� MP 'a^k 41.,a+f:..u, ....T ' +..... A ..i ...') ....»�».. s....r., .- F::"'( .....1. Sum of Area and UA Area Weighted U = UA/Area 0.0 J . ... .,.4 ....k L 3.. ... ... 0.00 0.0 1(' # 0.0 a' Y i. a; 1 a 1 1 y Y - C a rY. 8t P 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 0.00 367.0 110.10 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 L2B 2561, Heating System Type: ® Forced Air Furnace Contact Information 0 Heat Pump To see detailed instructions for each section, place your cursor on the word'Instructions". Design Temperature Instructions 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 k.. _v� ugo. .,a..M•.. C"'..:... .SLS•. 1 .. Single Rafter or Joist Vaulted Ceilings Instructions Above Grade Walls (see Figure 1) instructionswJc `—T" " • ": r ra `" Floors Instructions R-21 R-30 Below Grade Walls (see Figure 1) Instructions ° Select R -value Slab Below Grade (see Figure 1) Instructions'{ 1 Select conditioning Slab on Grade (see R. ure 1 Instructions r162"212 Location of Ducts Instructions Design Temperature Difference (AT) AT= Indoor (70 degrees) - Outdoor Design Temp 2;561 U -Factor 0.30 U -Factor 0.026 U -Factor No selection U -Factor 0.056 U -Factor 0.029 U -Factor No selection F -Factor No selection F -Factor. No selection Conditioned Volume 21,769 X Area = UA 110.10. Area = UA Area Area 2;465' Area Area 41.83 UA UA. 138.04 UA 40.80 UA Length UA Length UA Duct Leakage Coefficient 1.10 46. Sum of UA 330.78 Envelope Heat Load 15,216 Btu / Hour Sum of UAXAT Air Leakage Heat Load 10,815 Btu / Hour VolumeX 0.6XATX.018 Building Design Heat Load ' 26,030 Btu / Hour Air Leakage + Envelope Heat Loss Building and Duct Heat Load 28,633 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 40,087 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) fig - STRUCTURAL CALCULATIONS FOR THE CARY LANG CONSTRUCTION RESIDENTIAL PROJECT Plan L2B-2671 December 3, 2013 Job No. : Location: 09-059 Lot 3, Tukwila LLP SP Tukwila, Washington RECEIVED CITY OF TUKWILA Copyright 2013, SEGA Engineers REVIEWED FOR CODE COMPLIANCE APPROVED JAN 0 3 2014 City of Tukwila BUILDING DIVISION OiEvi61 NNO SEGA Engineers /Structural & Civil Consulting Engineers 22939 SE 292nd PL (360) 886-1017 DEC 0 9 2013 Black Diamond, WA 98010 PERMIT CENTER1)1 2/ .°15 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 framed single family residence. The roof framing is manufactured trusses, the floor framing is 2x dimensional or wood I -joists, and the foundation is typical concrete strip footings with a crawl space. The application and use of these calculations is limited to a single site referenced on the cover sheet. The cover sheet should have an original signature in blue ink over the seal. The attached calculations may or may not apply to other sites and the contractor assumes all responsibility and liability for sites not expressly reviewed and approved. Please contact SEGA Engineers for use at other sites. SEGA Engineers will use that degree of care and skill ordinarily exercised under similar circumstances by members of the engineering profession in this local. No other warranty, either expressed or implied is made in connection with our rending of professional services. For any dispute, claim, or action arising out of this design, SEGA Engineers shall have liability limited to the amount of the total fee received by SEGA Engineers. Questions regarding the attached should be addressed to SEGA Engineers. Greg Thesenvitz, PE/SE SEGA Engineers • SEGA Engineers, / Structural & Civil Consulting Engineers 22939 SE 292nd PL (360) 886-1017 Black Diamond, WA 98010 Project L2-2671 Job No. 09-059 By: GAT Checked Date: 12/03/13 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 KZt 1.00 Exposure B Seismic Design Category D SDS 1.00 Response Factor 6.5 Cs= 0.154 Importance Factor 1.00 Soil Allowable Bearing 1,500 psf (Vut) SEGA Engineers, / Structural & Civil Consulting Engineers 22939 SE 292nd PL (360) 886-1017 Black Diamond, WA 98010 Project L2-2671 Job No. 09-059 By: GAT Checked Date: 12/03/13 Sht 1 LOADS ROOF DL LL FLOOR Roofing (Comp) 3.5 psf '/z" OSB 1.8 2x @24" 3.5 Insulation 1.1 5/8" GWB 2.8 Misc. 1.5 14.2 psf Snow, Pf 25 psf Reduction, Cs 0.00 5/12 pitch = 23 deg Total Roof Load 39.2 psf (115% Load Duration) (Ct = 1.1, other surfaces) DL Flooring 0.5 psf 3/4" Plywood 2.3 2x12@16"oc 3.3 5/8" GWB 2.8 . Misc. 1.5 10.4 psf LL Residential 40 psf Total Floor Load 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 '/y" GWB 2.2 Copyright 2013, SEGA Engineers 9.5 psf SEGA Engineers PROJECT / Structural & Civil Consulting Engineers 22939 SE 292nd Place Black Diamond, Washington 98010 (360) 886-1017 N e- inftsizza 7?.?. C 2)` 3,ot004 C4Lbc4S7s\ = 1gopPl#'` M= (31 t°P) (411) '"'g— ,r= Jr` . /J,, 3, .07 otlo1317.iun(U)z = 1404LiD3 -I- T (-""" TiDyv .Q-- Co via° ?Tp (.tt,l(410)) 1 C-1.- ,�,0604 tlOOic,`t1, s 30 1�� y,� ///s t 04. tiot- `'' 4S(/ -Ce\ Q(0.51•4-ou3/7-11'). C/Co, S'� _ 2,..338 01,4,._‘ mk. Lzs` zril I JOB NO. oti -OSet FIGURED BY 6T 7 - CHECKED BY DAT4Vd1//1 SHEET -OF !�►Z e ,Rim ,C -Iz-F' cam= C SL \(E° fT = 14. -Co. Li vim) = x,14, tit.; Copyright 2013, SEGA Engineers 3- • Ot`IS(°1Z9V (lea) 1-Z%140Z..k,,/t 4.4Z vk Ott- SEGA Engineers / PROJECT / Structural & Civil Consulting Engineers 22939 SE 292nd Place JOB NO. Black Diamond, Washington 98010 (360) 886-1017 fiC1IM? �i&-SA 1 e- C LZrs— Zli'7 Q -°V1 FIGURED BY Apr CHECKED BY DATLiti”hn SHEET OF ,. w t\LSo11.W) 5 7..SPi,' Sc Ft) ( i lo, Si : ZO . ,i= 16. s (0, s-g1eIPt) _ C°14( Y)41 ) (16.Z)3 )11 3 (/O3 /1/.)%z 5L''' /Y1 M = & Ccl✓Xr)Cimiy t4,(.0«1t• 1 ( 4011/JM) s sk = of 4S( oitoy vitt) (vi) = '8z 1ft*, ks)1 )3~111 z G ty- 0--rys-orn t1(4ilt) — veoticdt wz= (z)(51-)ysr)-. hod '. cl' 31) -c3Lea` oe)(4+759 )(0.1)(4-=.17-- 3) Copyright 2013, SEGA Engineers £'Z- )0.r L-i'e 0c dL et - 11) SEGA Engineers PROJECT / Structural & Civil Consulting Engineers 22939 SE 292nd Place Black Diamond, Washington 98010 (360) 886-1017 =it► -1,w L- - 'I /PP En Koot 3 C A- Ala c. 11 LV-Z(oil JOB NO. -curl FIGURED BY CHECKED BY DATE'74a31s SHEET 4 OF �7 1' . Ob(4S!n C z,� �as ) 442t)(4°0\(511)7" °0\(5L) /0) zo' Lot.;(2 Lam? SG -d ,Z • gzigrr,) C 7,117 ( ) (0 ,41.111P114)r. .6,s1/ P i;T- z J'`St/2h $ z _ 01 4T( geti)ciiir o.(0/ (1oi3))C//i)L' 3,7 Z -4,tP1 at- 14N/ t-• 0.,2A- s- 78oa2: ( �1L4 0)(A\ It/ d(, t � L ' .(ctolis (d1) C$) q/o todt- M = cii' Y /./4)—oltIcalN/P)(z) - &,,1 t P. V= 111K 4 .(zivr) c/c0i)tr- Ylex re Copyright 2013, SEGA Engineers r toe, v / 1 1 • Ist:. '4- . SEGA Engineers Structural & Civil Consulting Engineers 22939 SE 292nd PL (360) 886-1017 Black Diamond, WA 98010 Project L2-2671 Job No. 09-059 By: GAT Checked Date: 12/03/13 Sht. S LATERAL LOADS - (Alternate ASD) SEISMIC Maximum Base Shear, V = F SOS W R where, F = 1.1 Two -Story Building Sos =1.00 Ss = 1.5 Fa = 1.00 R = 6.5 Table 12.14-1 W = Seismic Weight For W: Wroof = Wnoor = Eq. 12.14-11 (Table 11.4-1, S5 > 1.25) (30ft) (52ft) (16psf)+ (2) (30ft+ 52ft) (4.Oft) (9.5psf) = 31 kips (30ft) (56ft) (14psf)+ (2) (30ft+ 56ft) (8.5ft) (9.5psf) = 37 kips Design Base Shear , V = ( .169) (69 kip) = 11.6 kip E = 11.6 kip = 8.3 kip 1.4 Wtotl = 69 kips WIND Design Wind Pressure, p5 = X lc psso Eq. 28.6-1, Sect. 28.6.3 where, X = 1.00 = 1.00 = 1.00 = 1.00 0 -15 ft Exposure B Figure 28.6-1 20ft 25 ft 30 ft Kn = 1.00 Section 26.8 pso = 17.7 psf 110 mph Figure 28.6-1 (ASD) Po -15 = ( 1.00) ( 1.00) (17.7 psf) = 17.70 psf (x 0.6 = 10.62 psf) P20 = ( 1.00) ( 1.00) (17.7 psf) = 17.70 psf (x 0.6 = 10.62 psf) P25 = ( 1.00) ( 1.00) (17.7 psf) = 17.70 psf (x 0.6 = 10.62 psf) P30 = ( 1.00) ( 1.00) (17.7 psf) = 17.70 psf (x 0.6 = 10.62 psf) Design Base Shear: (Wind) Vfro= (30ft) (10ft) (17.7psf) + (30ft) (5ft) (17.7psf) + (30 ft) (5ft) (17.7 psf) + (30 ft) (3 ft) (17.7 psf) =12.2 x 0.6 = 7.3 kips Therefore, VSr5= (59ft) (10ft) (17.7psf) + (56ft) (5ft) (17.7psf) + (50 ft) (5ft) (17.7 psf) + (11 ft) (3 ft) (17.7 psf) =20.4 x 0.6 = 12.2 kips Seismic Loads Govern for Lateral Design - Front/Back Wind Loads Govern for Lateral Design - Side/Side Copyright 2013, SEGA Engineers SEGA Engineers / Project L2-2671 Structural & Civil Consulting Engineers 22939 SE 292nd PL (360) 886-1017 Black Diamond, WA 98010 Job. No. 09-059 By: GAT Checked Date: 12/03/13 Sht. (-o LATERAL LOADS - (cont'd) Distribute Seismic Loads Over Height Maximum Base Shear, V = 8.3 k Fx = wx V (Eq. 12.14-12) w Froof = ( 31.2) (8.3 k) = 3.8 kip ( 68.6 ) Fir = ( 37.4) (8.3 k) = 4.5 kip (68.6) Fx = 8.3 kip Copyright 2013, SEGA Engineers SEGA Engineers / Structural & Civil Consulting Engineers 22939 SE 292nd Place • Black Diamond, Washington 98010 (360) 886-1017 • Fax (360) 886-1016 CHECKED BY DAT Z1°L// SHEET /OF PROJECT L L— Z l0 Z 1 JOB NO. Ur 9 _ p s 61 FIGURED BY G 4r - SUE Wiqu- e.1)l,4 !SiE w 1,L t r`ql°rz:-' -*7 -11 F t /4,1 -41+ 15,si Z�S ft 1)100 /ts s1 .7S J'« Ft's°z' �K , Up= 4,1* L- 41`` __Soekt Wo -LL 4.0 ?{O /4 4 ` Z ;om`"-4VilL �' 4.1 sy ,f r /4►,,r - /S1c94tfrif o."._.... t): �t•`S r 4,/rq4) Copyright 200 SEGA Engineers Pt "4ga.4'- xfr -r +k'', 4 `r` ► z. Z 7! SEGA Engineers / PROJECT / Structural & Civil Consulting Engineers 22939 SE 292nd Place Black Diamond, Washington 98010 (360) 886-1017 S>a� W u- ("'T9 4 \44LL irocvirve,i-s,)Goi,topn+Fsgis, z14607,71: 4e? C )C►t)c►� it 34S ; �� ,1 r z i �ls "', t 39 yt-r JOB NO. LZ- of -o51 FIGURED B Y4 47. CHECKED BY DATP/O S/p3 SHEET $ OF Gla to Ps)YOUV)(14 VPS )4,114- 4 Ooit VF t (,-"C'. 41" )C'a' )04 ti'`)z- z, 067' 3•. z,0(/1� j3,,1= 5911 Zi4e44- WALL- 4"r" )Atu 7: k S zj ep e A,7- Copyright ,= Copyright 2013. SEGA Engineers tcw1., s>- r )1°d L. STi404a 3t - N )1,STS SEGA Engineers PROJECT [Structural & Civil Consulting Engineers 22939 SE 292nd Place Black Diamond, Washington 98010 (360) 886-1017 _StgAle. W4t.* 4.S/ 13 Ccdwry SHS W414-- Ike /t= r S/77-) 153/ = SIZ. L2' D07! JOB NO. 01 -011 FIGURED BY (,1 CHECKED BY DATE /09/) SHEET OF lam" VR, C U� 1/,djli,��crr z f 040H � ZtrZr~r 4P - ' Copyright 2012, SEGA Engineers 210 pLt 141 s LS agY SEGA Engineers /Structural & Civil Consulting Engineers PROJECT L2E5-2611 22939 SE 292nd Place • Black Diamond, Washington 98010 JOB NO. (380) 888-1017 • FAX 888-1018 09-059 FIGURED BY GAT CHECKED BY DATE 12/03/13- SHEET 10 OF 10 SHEAR WALL SCHEDULE Mark Minimum Sheathing (1) Sheathing Nailing (1) Anchor Bolts (2) Remarks (4) 1/2' OSB or CDX 8d @ 6" o.c. 5/8" @ 60" o.c. Oa = 230 plf B / /2' OSB or CDX 8d @ 4" O.C. 5/8' @ 32" O.C. Oa= 350 plf 1/2' OSB or CDX 8d @ 3" o.c. 5/8' @ 16" o.c. Qa = 450 plf Use minimum 3x studs at abutting panel edges and stagger edge nailing. E> 1/2' OSB or CDX 8d @ 2" O.C. 3/4' @ 16" O.C. Qaii = 600 plf Use minimum 3x studs at all panel edges and stagger edge nailing. I> See Detail 12/S2.0 for Construction Notes: 1) All walls designated " D " 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. 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" x 1/4' 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. City of Tukwila Department of Community Development December 13, 2013 CARY LANG 29815 24 AV SW FEDERAL, WA 98027 RE: Correction Letter # to Revision #1 (prior to permit issuance) COMBOSFR Permit Application Number D13-254 CARY LANG CONSTRUCTION, LOT 3 - 14755 62 AV S Dear CARY LANG, Jim Haggerton, Mayor Jack Pace, Director 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 following departments: BUILDING DEPARTMENT: Allen Johannessen at 206-433-7163 if you have questions regarding these comments. • The plans provided to not clearly show the changes. Provide revised plans that clearly show the revisions with clouds markings the changes. Specify any walls and other elements changed or modified. 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 plan pages, 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 206-433-7165. File No. D13-254 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 October 21, 2013 i City of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director Cary Lang Cary Lang Construction Inc. 2981524AvSW Federal Way, WA 98023 RE: Correction Letter #2 Development Permit Application Number D13-254 Cary Lang Construction — Lot 3 —14755 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, Bill Rambo Permit Technician File No. D13-254 W:IPermit CenteriCorrection Letters\2013\D13-254 Correction Letter #3.docx 6300 Southcenter Boulevard, Suite 14100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 Plan Review -- Substantive Comment Memo #2 Date: October 14, 2013 Project Name: Cary Lang Construction, Lot 3 Permit #: D13-254 Reviewer: Rebecca Fox, Senior Planner The Planning Division has reviewed the plans, and requires additional information as follows: 1. Site Plan a. Provide a site plan that shows the future house and topographic markings on the same document. 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 D13-254 Cary Lang Construction — Lot 3 —14755 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, IT-la;,~1^,r1 Bill Rambo Permit Technician File No. D13-254 W: (Permit Center\Correction Letters120131D13-254 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 3 Permit #: 013-254 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 #3 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 D13-254 Cary Lang Construction Lot 3 —14755 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. D13-254 W: Permit CenterVncomplete Letters\2013\D13-254 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 3 Permit #: D13-254 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. Provide topographical lines showing the sloping contour for this lot. In addition show on the site plan specifically where the footing drain discharge system shall be located on the lot. 2. On the site plan, provide a 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 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.eov WATER METER INFORMATION Parcel No: 3597000090 Address: 14755 62 AVE S Applicant: CARY LANG CONSTRUCTION, LOT 3 Permit Number: D13-254 Issue Date: 1/8/2014 Permit Expires On: 8/4/2014 DESCRIPTION OF WORK: CONSTRUCTION OF 2651 SF SFR WITH 591 SF GARAGE AND 256 SF OF COVERED DECK. PUBLIC WORKS ACTIVITIES INCLUDE: TESC, LAND ALTERING, STORM DRAINAGE INCL. INFILTRATION WITH OVERFLOW TO EXISTING STORM SYSTEM WITHIN 62nd AVE. S., SAN. SIDE SEWER, PERM. 3/4" WATER METER, RESIDENTIAL FIRE LINE, AND UNDERGROUNDING FOR POWER. TRANSPORTATION IMPACT FEE. TRAFFIC CONCURRENCY PAID UNDER PW07-072 / C07-020. METER #1 METER #2 METER #3 Water Meter Size: 0.75 0 0 Water Meter Type: Perm Work Order Number: 21340129 Connection Charge: $60.00 $0.00 $0.00 Installation: $490.00 $0.00 $0.00 Plan Check Fee: $10.00 $0.00 $0.00 Inspection Fee: $15.00 $0.00 $0.00 Turn on Fees: $50.00 $0.00 $0.00 Subtotal: Cascade Water Allicance (RCFC): $625.00 $0.00 $0.00 $6,005.00 $0.00 $0.00 TOTAL WATER FEES: $6,630.00 • 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 connect]+:,ns, re connections, or change of use of existing connections. • This form does not apply to repairs or replacements of existing sewer connections within five years of disconnect. Please Print or Type /1/7-55 GZd A -vi s K3 Property Street Address tLf 1/4 tvfr 1(14(9 City rState ZiP G e' 1#47%/6. Col r Owner's Name /4-ez, 54 Owner'4-/ g Aress Fecv,- f ed� 3 City State ZIP 2 -06 -X2 -3-5o$3 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 City For King County Use Only Account # No. of RCEs Monthly Rate Sewer District / Agency Contact & Phone Number Date of Sewer Connection Side Sewer Permit Number 3597--Dvoo QD Required: Property Tax Parcel Number Subdivision Name Subdivision Number 3 Lot Number BI ck NEIVI_❑ � ITY OF MI/MLA State ZIP Residential Customer Please check appropriate box: Equivalent (RCE) Single-family (free standing, detached only) Multi -Family (any shared walls): El Duplex (0.8 RCE per unit) O 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 ❑ Mobile home space (1.0 RCE per space) No. of Spaces x 0.64 = x 1.0 = 1.0 1.6 2.4 3.2 Building Name AUG 0 2 2013 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 Was building on Sanitary Sewer? ❑ Yes ❑ No Was Sewer connected before 2/1/90? ❑ Yes ❑ No Sewer disconnect date: Type of building demolished? Request to apply demolition credit to multiple buildings? O Yes ❑ No If Multi -family, will units be sold individually? ❑ Yes ❑ No If yes, will this property have a Homeowner's Association? El Yes ❑ No Pursuant to King County Code 28.84, all sewer customers who establish a new service which uses metropolitan sewage facilities shall be subject to a capacity dharge. 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 u erstand that the capacity charge levied will be based on this information and any deviation will require resubmission of cor edto for termination of a revised capacity char e Signature of Owner/Representative V Date 2-/i3 Print Name of Owner/Representative Cdr-- �"� • PERMIT COORD COpyil PLAN REVIEW/ROUTING SLIP ACTIVITY NUMBER: D13-254 DATE: 12/17/13 PROJECT NAME: CARY LANG CONSTRUCTIONq LOT 3 SITE ADDRESS: 14755 62 AVE S Original Plan Submittal Response to Incomplete Letter # X Response to Correction Letter # 1 X Revision #____1 BEFORE Permit Issued DEPARTMENTS: Building Division Public Works Fire Prevention Structural Planning Division • 111 Permit Coordinator 111 DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 12/19/13 Complete Incomplete Comments: LI Not Applicable LI - • • • • • . ',••••• • ..gr. .1,-•••••••1 ; "42°?,k4 PermiKenprse • • .*! vo* p • 0, .1 INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg El Fire El Ping El PW 0 Staff Initials: :II:" • • TUES/THURS ROUTING: Please Route 41 Structural Review Required E No further Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 01/16/14 Approved LI Approved with Conditions LI Not Approved (attach comments) TI Notation: REVIEWER'S INITIALS: DATE: Permit Ce?ejJse Only 7 • • • . CORRECTION LETTER MA ILED: Departments issued corrections: Bldg 0 Fire 0 Ping 0 PW 0 Staff Initials: IFERPdlT COORD COPY • PLAN REVIEW/ROUTING SLIP ACTIVITY NUMBER: D13-254 DATE: 12/09/13 PROJECT NAME: CARY LANG CONSTRUCTION, LOT 3 SITE ADDRESS: 14755 62 AVE S Original Plan Submittal Response to Incomplete, Letter # Response to Correction Letter # X Revision # 1 BEFORE Permit Issued DEPARTMENTS: 3 deAnAto Vijx15 Building Division NE PMV \'*C Ili Public Works A-V'IV 0'13 Fire Prevention Structural Planning Division ❑ Permit Coordinator ❑ DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 12/12/13 Complete ❑ Incomplete Not Applicable Comments: Permit Center Use On!►' _. ..�.. INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg 0 Fire 0 Ping ❑ PW 0 Staff Initials: TUES/THURS ROUTING: Please Route ❑ REVIEWER'S INITIALS: DATE: Structural Review Required ❑ No further Review Required ❑ APPROVALS OR CORRECTIONS: DUE DATE: 01/09/14 Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) 14 Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg Ii Fire 0 Ping 0 PW 0 Staff Initials. • • PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP ACTIVITY NUMBER: D13-254 DATE: 10-25-13 PROJECT NAME: CARY LANG CONSTRUCTION - LOT 3 SITE ADDRESS: 14755 62 AV S Original Plan Submittal X Response to Correction Letter # 2 Revision # After Permit Issued Response to Incomplete Letter # DEPARTMENTS: Building Division Public Works n Fire Prevention Structural n iM RM3 Planning Division Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 10-29-13 Complete Incomplete Not Applicable Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping 0 PW ❑ Staff Initials: LETTER OF COMPLETENESS MAILED: TUES/THURS ROUTING: Please Route, Structural Review Required REVIEWER'S INITIALS: nNo further Review Required DATE: APPROVALS OR CORRECTIONS: Approved ❑ Approved with Conditions DUE DATE: 11-26-13 Not Approved (attach comments) n Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg 0 Fire 0 Ping ❑ PW ❑ Staff Initials: Documents/routing slip.doc 2-28-02 *PERMIT COORD COPY • PLAN REVIEW/ROUTING SLIP ACTIVITY NUMBER: D13-254 DATE: 09-19-13 PROJECT NAME: CARY LANG CONSTRUCTION - LOT 3 SITE ADDRESS: 14755 62 AV S Original Plan Submittal X Response to Correction Letter # 1 Revision # After Permit Issued Response to Incomplete Letter # DEPARTMENTS: Building Division Public Works n n Fire Prevention Structural n &etwt In,\*3 Planning Division Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 09-24-13 Complete Incomplete n 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 Structural Review Required No further Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: . Approved Notation: DUE DATE: 10-22-13 Approved with Conditions n Not Approved (attach comments) gj REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: 10,2—I"1414 Departments issued corrections: Bldg 0 Fire 0 PIng" PW 0 Staff Initials: Documents/routing slip.doc 2-28-02 HERMIT COORD COPY r PLAN REVIEW/ROUTING SLIP ACTIVITY NUMBER: D13-254 DATE: 08/13/13 PROJECT NAME: CARY LANG CONSTRUCTION, LOT 3 SITE ADDRESS: 14755 62 AV S Original Plan Submittal X Response to Incomplete Letter # 1 Response to Correction Letter # Revision # after Permit Issued DEPARTMENTS: ui ing Division Public Works I Fire Prevention Structural Planning Division ❑ Permit Coordinator ❑ DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Incomplete 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 Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 09/12/13 Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) ‹[N -- Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: 8 30-i Bldg 0 Fire 0 Ping PW 0 Staff Initials: -PERMIT COORD COPY d' PLAN REVIEW/ROUTING SLIP ACTIVITY NUMBER: D13-254 DATE: ` 08/02/13 PROJECT NAME: CARY LANG CONSTRUCTION, LOT 3 SITE ADDRESS: 14755 62 AV S X Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # after Permit Issued DEPARTMENTS: cttlar; ( DIAP15 Building Division 111 Public Works Air Attic 6-13-13 Fire Prevention Structural Planning Division I ❑ Permit Coordinator ❑ DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete ❑ Comments: Incomplete DUE DATE: 08/06/13 Not Applicable ❑ Permit Center Use Only /y, al INCOMPLETE LETTER MAILED: b bh� l 7 LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg Is4 ' Fire ❑ Ping 0 PW 0 Staff Initials: TUES/THURS ROUTING: Please Route 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 ❑ PW 0 Staff Initials: CityTukwila i Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Web site: http://www.TukwilaWA.gov REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: / 2/07/ 3 Plan Check/Permit Number: 17 /3 -2,51 ❑ Response to Incomplete Letter # ❑ Response to Correct'onfetter # Revision # ( a �t is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: Project Address: Contact Person: dT3 % / t i2 Artie 5' TGr (4 -i'44 e4 -e '1 Summary of Revision: of Phone Number: 4 3--rpsY-c 4PI5 S�u.tdi /22 U1‘5 /� S o Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit 14 Entered in Permits Plus on ent-r by: H:\Applications\Forms-Applications On Line \2010 Applications\7-2010 - Revision Submittal.doc Revised: May 2011 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 SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: /W/V/ 3 Plan Check/Permit Number: ❑ Response to Incomplete Letter # Response to Corre ti • n Letter # Revision # . - :t" ' ermit is Issued p /3-ZS�� Revision requested by a City Building Inspector or Plans Examiner ^Rv nV A to DEC 0 9 2013 PERMIT CENTER Project Name: i 5 Project Address: / q 7--r- 6 V1' 57, Contact Person: C_4-7 I *-"6- Phone Number: 'Z 4/2 3'�e 53 ---- Summary of Revision: dv-e .2 &7, may-) •soh-, v/0 5i�S �O?< p " ry 57 i s Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: Entered in Permits Plus on H:\Applications\Forms-Applications On Line\2010 Applications\7-2010 - Revision Submittal.doc R evia,A• M., 71111 City. Tukwila REVISION SUBMITTAL 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: l O/Z / 5 Plan Check/Permit Number: 1) / 3 " 2-5Li ❑ Response to Incomplete Letter # ZrResponse to Correction Letter # ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: Project Address: /g--C-S- 6 2 1 A-tl- S Contact Person: e4 -g' 4,4,v l— Phone Number: 2-6 6- 2-3-- S3. -- Summary of Revision:• /i 5mwl� -ruff h Ouse T proy rcr 4l' i/h h s Qfr d AAA- CEIVED oficv OF TUKWILA .�t QCT2r52013 REHMI1' GENTEA Sheet Number(s): "Cloud" or highlight all areas of revision includin date of rev ion Received at the City of Tukwila PermitlCenter by: Entered in Permits Plus on 1l/ --S 3 H:\Applications\Forms-Applications On Line \2010 Applications\7-2010 - Revision Submittal.doc Revised: May 2011 • 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: 71911Plan Check/Permit Number: D 3 -2,y O Response to Incomplete Letter # If Response to Correction Letter # Il ❑ Revision # after Permit is Issued O Revision requested by a City Building Inspector or Plans Examiner Project Name: 4tT Project Address: Contact Person: C 6 -- Phone Number: Summary of Revision: �f 1;17Wd L j2 1��"'�cc�� S �i wV 5 f+ G Ag -Q,12 SEP 19 2013 PERMIT CENTER Sheet Number(s): "Cloud" or highlight all areas of revision -including° a of revfstq Received at the City of Tukwila Permit Center by: 1:Z1 ---Entered in Permits Plus on H:\Applications\Forms-Appbcations 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: Plan Check/Permit Number: D13-254 ® Response to Incomplete Letter # 1 El Response to Correction Letter # El Revision # after Permit is Issued C ITV elr 1- LA El Revision requested by a City Building Inspector or Plans Examiner AUG 1 3 2013 "EPAflr cc* rep,, Project Name: Cary Lang Construction, Lot 3 Project Address: 14755 62 Av S Contact Person: Phone Number: Summary of Revision: '-7 e i 5 Not..) `.�-j COQ --,-e c-71" e c `Top o S' !-,few `�.J os° ,r`�Te i✓x Al> N 0 u) S- '7 o f ,t d v a de 4-4,; I .C4 f --e 57oR-5-1--4. g (pee- OA -'-e 5i -r a€ I e) o 14-44.Je pro ,4d e% _cci JL/l ; U p f' r x+ 5-14,OW i^ I, 4--/- 1-bL-T bN. Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Cen r by: Jam, Entered in Permits Plus on V� C:\Users\jennifer-m\Desktop\Revision Submittal Form.doc Revised: May 2011 CARY LANG CONSTRUCTION I* CICWashington State Department of Labor & Industries • Page 1 of 2 CARY LANG CONSTRUCTION INC Owner or tradesperson LANG, CARY MITCHEL Principals LANG, CARY MITCHEL JENNIFER LANG Doing business as CARY LANG CONSTRUCTION INC WA UBI No. 601 231 391 29815 24TH AVE SW FEDERAL WAY, WA98023 253-661-6880 KING, County Business type Corporation Governing persons CARYMLANG License Verify the contractor's active registration / license / certification (depending on trade) and any past violations. Construction Contractor License specialties GENERAL License no. CARYLCI101OF Effective — expiration 09/06/1990 — 09/13/2014 Bond DEVELOPERS SURETY & INDEM CO Bond account no. 796451C Received by L&I 09/10/2008 Insurance Developers Surety & Indem Co Policy no. BIS0000040605 Received by L&I 08/19/2013 Savings No savings accounts during the previous 6 year period. Active. Meets current requirements. $12,000.00 Effective date 08/09/2008 $1,000,000.00 Effective date 09/10/2012 Expiration date 09/10/2014 https://secure.lni.wa.gov/verify/Detail.aspx?UBI=601231391&LIC=CARYLCI101 OF&SAW= 01/08/2014 • Isk E>lAII 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 = IS 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 DESIGN CRITERIA: TABLE R3012(I) GROUND LOAD WIND SPEED SEISMIC DESIGN CATEGORY SUBJECT TO DAMAGE FROM WiNTER DESIGN TEMP. ICE SHIELD LNDESNOW EN LoT REQUIRED ROOD HAZARDS AIR FREEZING INDEX MEAN A*L UAL TEMP WEATHERINGpT j INE TER'11TE DECAY 25 (mph) DI/D2 MOD 18 - MOO SLAT IT WALL PER JLOCAL iUf21SDIGTION 50 50 ,ADDITIONAL REQUIRED SUBMITTAL ITEMS ITEMS TO BE SUBMITTED BY THE OWNER OR CONTRACTOR AT TIME OF PERMIT SUBMITTAL: - MFG. JST. DESIGN AND LAYOUT iF APPLICABLE (FROM MANUFACTURER) - MFG. TRUSS DESIGN AND LAYOUTS (FROM MANUFACTURER) GENERAL UNLESS A SOILS INVESTIGATION BY A QUALIFIED SOiLS ENGINEER iS PROVIDED, FOUNDATION DESIGN IS BASED ON AN ASSUMED AVERAGE SOiL BEARING OF 1500 PSP. EXTERIOR FOOTINGS SHALL BEAR i8' (MINIMUM) BELOW FINISHED GRADE. ALL FOOTINGS TO BEAR ON FIRM UNDISTURBED EARTH BELOW ORGANIC SURFACE SOILS. BACKFILL TO BE THOROUGHLY COMPACTED. IMINIMNM COMPRESSIVE STRENGTH OF CONCRETE PER TABLE R4022 TYPE OR LOCATIONS OF CONCRETE CONSTRUCTION MINIMUM COMPRESSIVE STRENGTH ma) AT 28 DAYS MODERATE WEATHERING POTENTIAL ORIENTATION OF GYPSUM BOARD TO FRAMING BASEMENT WALLS, FOUNDATION 4 OTHER CONCRETE NOT EXPOSED TO THE WEATHER 2.500 psi SIZE OF NAIL FOR AP•PLiCATION TO WOOD FRAMM BASEMENT SLABS 4 INTERIOR SLAB ON GRADE, EXCEPT GARAGE FLOOR SLAB. 2.500 psi 13 GIAE 1-318' LONG 19/64 HEADl098 Dia I-1/4' LONG AMULARCEILING 5d COOLER NAIL 0.086' Dia 1-5/8' LONG 19/64' HEAD OR GYPSUM BOARD PIA. 1-9/8' LONG S/32 BASEMENT WALLS, FOUNDATION WALLS, EXTERIOR WALLS 4 OTHER VERTICAL CONCRETE WORK EXPOSED TO THE WEATHER 2,500 psi (4 V2% air entrained +/- 1 I/2%) PORCHES, CARPORT SLABS 4 STEPS EXPOSED TO THE U,EATHER 4 GARAGE FLOOR SLAB. 3/000 psi (41/2 air entrained +/- 1 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) ATI 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. FOUNDATION SILL BOLTS TO BE 5/8' DIAMETER AT 5'-0' O.G. U.N.O. WITH MIN. T 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 114. (END CUT SOLUTION BY WOLMANIZED WOOD) PER IRC 8311.1.1, FASTENERS FOR PRESSURE PRESERVATIVE AND FIRE RETARDANT TREATED WOOD SHALL BE OF HOT-DiPPED GALVANIZED STEEL, STAINLESS STEEL, SILICA BRONZE, OR COPPER. 6' MUN. CLEARANCE BETWEEN WOOD AND GRADE. 12' MIN. CLEARANCE BETWEEN FLOOR BEAMS AND GRADE. 18' MIN. CLEARANCE BETWEEN FLOOR JOiST AND GRADE. PAMPPROOFING EXCEPT WHERE REQUIRED BY SEC. R406.1 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 PARSING APPLIED TO THE EXTERIOR OF THE WALL. PARSING SHALL BE DAMPPPROOFED IN ACCORDANCE WITH ONE OF THE FOLLOWING. I. BITUMINOUS COATING 2.'3 POUNDS PER SQ. YD. OF ACRYLIC MODIFIED CEMENT 3. Vs' COAT OF SURFACE BONDING CEMENT COMPLYING WITH ASTN C 881 4. ANY MATERIAL APPROVED FOR WATERPROOFING IN SEC. R406.2 S. 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 R406.2,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. SS POUND ROOF ROLLING 3. 6 -MIL POLYVINYL CHLORIDE 4. 6-11iL POLYETHYLENE 5._40 -MIL POLYMER -MODIFIED ASPHALT 6. 60 -MIL FLEXIBLE POLYMER CEMENT 1. 14' CEMENT -BASED, FIBER -REINFORCED, WATERPROOF COATING 8:.60 -MIL SOLVANT-FREE, LIQUID -APPLIED SYNTHETIC RUBBER EXCEPTION: 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 ICP 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. T•-_ 4FIRE IBL • rr I;?RAFT'STOPPING 8302.12 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 TRUSS -TYPE OPEN -WEB OR PERFORATED MEMBERS. DRAFTSTOPPING SHALL CONSIST OF MATERIALS LiSTED IN IRC SECTION 8302.12 FiREBLOCKING 8302.11 FIREBLOCKING 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 MD 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. 12. 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 0'2' 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. S. FOR THE FIREBLOCKING OF CHIMNEYS AND FIREPLACES, SEE iRC SECTION RI003.19. 6. FIREBLOCKING 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 8302.11.1 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. censTraizonmAtmAm GENERAL ALL NAILING TO COMPLY WITH REQUIREMENTS OF IRC TABLE R6023(1) GYPSUM WALL BOARD AT INTERIOR WALLS TO BE FASTENED ACCORDING TO TABLE 810233 MINIMUM THICKNESS AND APPLICATION OF GYPSUM BOARD TABLE R10238 THICKNESS OF GYPSUM BOARD (INCHES) APPLICATION ORIENTATION OF GYPSUM BOARD TO FRAMING MAXIMUM SPACING OF FRAMING MEMBERS (INCHES O.C.) MAXIMUM SPACING OF FASTENERS (INCHES) SIZE OF NAIL FOR AP•PLiCATION TO WOOD FRAMM NAILS w/o adhesive SCREWS 13 GIAE 1-318' LONG 19/64 HEADl098 Dia I-1/4' LONG AMULARCEILING 5d COOLER NAIL 0.086' Dia 1-5/8' LONG 19/64' HEAD OR GYPSUM BOARD PIA. 1-9/8' LONG S/32 1/2' EITHER DIRECTION 16 1 12 CEILING PERPENDICULAR 24 1 12 WALL EITHER DIRECTION 24 8 12I'�H WALL. EITHER DIRECTION 16 8 16 9/8' CEILING EITHER DIRECTION 16 1 12 13 GAGE 1-9/8' LONG 148.40.08,38.Dia 1-3/8' LONG DIA. ANNULAR -RINGED 6d COOLER NAIL 0092' DIA. 1-1/8' LONG 1/4' HEAD OR GYPSUM BOARD NAILmO915' DIA. 1-1/8' LONG 19/64' HEAD CEILING PERPENDICULAR 24 1 12 WALL EITHER DIRECTION 24 8 12 WALL EITHER DIRECTION 16 8 16 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 (NOS) 8d COMMON (0.131' DIA., 2-1/2' LENGTH), Sd BOX (0.113' DIA, 2-1/2' LONG), 10d COMMON (0.148' DIA., 3' LONG) 10d BOX (0.128' DIA., 3' LENGTH), 16d COMMON (0.162' DIA, 3-1/2' LONG), 16d SINKER (0.148 DIA, 3-1/4' LONG) 5d COOLER (0.086' DIA, I-5/8' LONG ), 6d COOLER (0.092' DIA., 1-1/8' LONG) LUMBER GRADES FRAMING LUMBER SHALL COMPLY WiTH THE LATEST EDITION OF THE GRADING RULES OF THE 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 HF *2 - Fb■915 pal, Fv■150 psi, Fc=1300 pal, E■I300000psi HF *2 - Fb-915 psi, Fv■I50 psi, Fc=1300 pal, E■1300000psi BEAM 4X 6X OR LAGER DF -L'2 - 110=900 pai, Fv=180 psi, Fc•1350 pal, E=1600000psI DF -L '2 - F10■815 psi, Fv■110 psi, Fc■600 pat, E■1300000psi STUDS 2X4 2X6 OR LARGER I -F *2 - Pb■915 pet, Fv■I50 psi, Fc■1300 psi, E■1300000pai HF *2 - Pb=915 psi, Fv=150 psi, Fc=1300 psi, E=I300000psi POSTS 1-F *2 - Fb=915 psi, Fv=I50 psi, Fc=1300 psi, E=1300000psi HF *2 - Fb=915 pal, Fv=I50 pal, Fc=1300 psi, E=1300000ps1 DF -L '1 - Fb■1200 psi, Fv=110 psi, Fc■1000 psi, E■t600000ps1 4X4 4X6 OR LARGER 6X6 OR LARGER GLUED -LAMINATED BEAM (GLB) SHALL BE 24F -V4 FOR SINGLE SPANS 4 24F -V6 FOR CONTINUOUS OR CANTILEVER SPANS WITH THE FOLLOWING MINIMUM PROPERTIES: Fb = 2,400 PSI, Fv • 165 PSI, Fe = 650 PSI (PERPENDICULAR), E • 1600,000 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. BEAMS DESIGNATED AS 'PSL' SHALL HAVE THE MINIMUM PROPERTIES: Fb = 2,900 PSI, Fv = 2SW PSI, Pc = 150 PSi (PERPENDICULAR), E • 2,000,000 PSI. BEAMS DESIGNATED AS ' LVL' SHALL HAVE THE MINIMUM PROPERTIES: Fb • 2,600 PSI, Fv • 285 PSI, Fe • 150 PSi (PERPENDICULAR), E • 1,900,000 PSI. BEAMS DESIGNATED AS ' LSL' SHALL HAVE THE MINIMUM PROPERTIES: Fb a 000 PSI, Fv • 400 PSI, Pc ■ 680 PSi (PERPENDICULAR), E • 1,300,000 PSI. CALCULATIONS SHALL INCLUDE DEFLECTION AND CAMBER REQUIREMENTS. DEFLECTION SHALL BE LIMITED 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 THE 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 SEAR ON THE WALL. ALL PERMANENT TRUSS MEMBER BRACING SHALL BE INSTALLED PER THE TRUSS DESIGN DRAWINGS. ROOFNJALL/FLOOR SHEATHING TYPICAL WALL 4 ROOF SHEATHING SHALL BE 1/16' RATED SHEATHING MINIMUM UNLESS OTHERWISE SPECIFIED. MINIMUM NAILING SHALL BE 134 COMMON s 6' O.C. s 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' T4G RATED (40/20) SHEATHING, UNLESS OTHERWISE SPECIFIED. MINIMUM NAILING SHALL BE Sd COMMON AT 6' O.C. 0 PANEL EDGES AND 12' O.C. iN FIELD. SPAN INDEX SHALL BE 40/20 UNLESS NOTED OTI-4EiRWISE. 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 1-1/8' (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 CONSTRUCTION WITH FRAME OR STUCCO WALLS, WITH PROJECTING LIPS ON BOTH SIDES UNDER STUCCO OPENINGS. 3. UNDER AND AT THE ENDS OF MASONRY, WOOD, OR METAL COPINGS AND SILLS. 4. CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRiM. S. 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. .11. � 010`#4: '1IkI0'4 . _;►!r' ='.►'�/,: WINDOWS SHALL BE INSTALLED AND FINISHED IN ACCORDANCE WITH THE MANUFACTURER'S WRITTEN INSTALLATION INSTRUCTIONS. WRITTEN INSTALLATION INSTRUCTIONS SHALL SE PROVIDED BY THE MANUFACTURER FOR EACH WINDOW. ALL SKYLIGHTS AND SKY WALLS TO BE LAMINATED GLASS UNLESS NOTED OTHERWISE. SECTION 8310 -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 MIN. NET CLEAR OPENING OF 5.1 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 DWELLING UNITS, WHERE THE OPENING OF AN OPERABLE WINDOW iS LOCATED MORE THAN 12' ABOVE THE FINISHED GRADE OR SURFACE BELOW, THE LOWEST PART OF THE CLEAR OPENING 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 I. SIDE HINGED DOORS 2. SLIDING GLASS DOORS AND PANELS IN SLIDING 4 SI -FOLD CLOSET DOOR ASSEMBLIES 3. STORM DOORS 4. SHOWER AND BATH TUB, HOT TUB, WHIRLPOOL, SAUNA, STEAM ENCLOSURES D. 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 INSULATICH « 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 UNFACED 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 460 WHEN TESTED IN ACCORDANCE IUTH 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 SE 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. 1-IEATING EQUIPMENT ALL WARM-AiR FURNACES SHALL BE LiSTED AND LABELED BY AN APPROVED AGENCY AND INSTALLED TO LISTED SPECIFICATIONS. NO WARM -AIR FURNACES 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 GARAGE AND WHiCH GENERATES A GLOW, SPARK OR FLAME CAPABLE OF IGNITING FLAMMABLE VAPORS SHALL BE INSTALLED WITH THE PILOTS AND BURNERS OR HEATING ELEMENTS AND SWITCHES AT LEAST IS' 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 OF TEMPERATURE WSEC SEC. 403.1.1 VENTILATION GROUP R OCCUPANCIES SHALL BE PROVIDED WITH VENTILATION SYSTEMS WHICH COMPLY WITH THE SECTION M1S085 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 eF1n B. LAUNDRIES: 50 cim 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 WHOLE HOUSE VENTILATION SYSTEMS SHALL PROVIDE OUTSIDE AIR AT THE RATE USING SECTION 111508.3. 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 CFM REQUIRED W/ A RUN TIME OF 8 HRS. MIN. FAN MUST OPERATE AT LEAST ONCE EVERY THREE HOURS SO VENTILATION EFFECTIVENESS CAN SE 1.0 • 8' SMOOTH WALL PIPE (OPERATION DESCRIPTION TO BE PROVIDED PER MIS01) 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 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 INC 504.5 LL AND hicera4 S DRILLING AND NOTCHING STUDS. PER SEC R602.6 DRILLING AND NOTCHING OF STUDS SHALL BE IN ACCORDANCE WITH 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 PARTITIONS MAY SE NOTCHED TO A DEPTH NOT TO EXCEED 40 PERCENT OF A SINGLE STUD WIDTH. 2. DRILLING. ANY 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 DRILLED OVER 40 PERCENT AND UP TO 60 PERCENT SHALL ALSO BE DOUBLED WITH NO MORE THAN TWO SUCCESSIVE DOUBLED STUDS BORED. SEE FIGURES R602.6(1) AND R6026(2), EXCEPTION: USE OF APPROVED STUD SHOES iS PERMITTED WHEN THEY ARE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. DRILLING AND NOTCHING OF TOP PLATE. PER SEC R602b.I WHEN PiPING OR DUCTWORK IS PLACED iN OR PARTLY IN AN EXTERIOR WALL OR INTERIOR LOAD BEARING WALL, NECESSITATING CUTTING, DRILLING 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 so) ,AND 11/2 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 R602.6.I. EXCEPTION: WHEN THE ENTIRE SiDE OF THE WALL WITH THE NOTCH OR CUT IS COVERED BY WOOD STRUCTURAL PANEL SHEATHING. REVISIONS No changes shall be made to the scope of work without prior approval of Tukwila Building Division. NOT Revisions will require a new plan submittal and muy include additional p!` n review fml PL.ANN -. APPROVED • No changes .can be madeto these plans without approval from the Planning Division of DCD Approved B Date: POSTING OF CERTIFICATE WSEC R4013 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. R4032.2 HVAC DUCTS MAY NOT DISPLACE REQUIRED INSULATION AND BUILDING CAVITIES MAY NOT BE USED AS DUCTS PER R4032.3 WSEC BUILDING AiR LEAKAGE TESTING 2012 WSEC SEC. 8402.4.12 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. 84013 RATPPWCPRNA !St ALL REQUIREMENTS OP 2012 UNIFORM PLUMBING CODE WITH WASH STATE AMENDMENTS (UPC) SECT. 313.12 RAT PROOFING STRAINER PLATES ON DRAIN INLETS SHALL BE DESIGNED AND INSTALLED SO THAT NO OPENING IS GREATER THAN 1/2' IN ?NE LEAST DIMENSION. 313.122 METER BOXES SHALL BE CONSTRUCTED IN SUCH A MANNER THAT RATS CANNOT ENTER A BUILDING BY FOLLOWING THE SERVICE PiPES FROM THE BOX INTO THE BUILDING. 313.12.3 IN OR ON BUILDINGS WHERE OPENINGS HAVE BEEN MADE IN WALLS, FLOORS, OR CEILINGS FOR THE PASSAGE OF PIPES, SUCH OPENINGS SHALL BE CLOSED AND PROTECTED BY THE INSTALLATION OF APPROVED METAL COLLARS SECURELY FASTENED TO THE ADJOINING STRUCTURE. 313.12 .4 TUB WASTE OPENINGS IN FRAMED CONSTRUCTION TO CRAWL SPACE AT OR BELOW THE FiRST FLOOR SHALL BE PROTECTED BY THE INSTALLATION OF APPROVED METAL COLLARS OR METAL SCREEN SECURELY FASTENED TO THE ADJOINING STRUCTURE WITH NO OPENING GREATER THAN 1/2' IN THE LEAST DIMENSION. WSEC SECTION R404 8401.1 INTERIOR LIGHTING: A MINIMUM OF 15 PERCENT OF ALL LUMINAIRES SHALL BE HIGH EFFICACY LUMINAIRES. LIGHTING THAT COMPLIES WITH THE PRESCRIPTIVE STAIRWAY ILLUMINATION P'ER SEC P2303.1 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 STAIRWAY. EXTERIOR STAIRWAYS SHALL BE 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 SE 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 IP II Ca-PLIANCE 2012 WSEC: 1.5 ENERGY CREDITS REQUIRED PER TABLE 4062 *ENERGY CREDIT: 38 -HIGH EFFICIENCY HVAC EQUIP. (.5 CREDITS) -NAT GAS FURNACE W/ MINIMUM AFUE OF 95% *ENERGY CREDIT: 58-EFFICiANT WATER HEATING (.5 CREDITS) -NAT GAS WATER HTR WI MINIMUM EF OF 0.62 -ELECTRIC WATER HTR. W/ MINIMUM EF OF 0.93 ALL SHOWERHEAD AND KITCHEN SINK FAUCETS INSTALLED SHALL BE RATED AT 1.15 GPM OR LESS. ALL OTHER FAUCETS SHALL °IBE RATED AT 1.0 OR LESS. *ENERGY CREDIT: _ : - _ ► �! 4 . •4 k #4k REVIEWED FOR CODE COMPLIANCE APPROVED NOV 2 0 2013 �%/" City of ul Ila BUILDING ISION ALL WHOLE HOUSE VENTILATION REQUIREMENTS AS DETERMINED BY SEC. M15013 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, 58 4 28 ■ 1.5 CREDITS AS REQUIRED OPTIONAL ENERGY CODE COMPLIANCE *ENERGY CREDIT: 5b-EFFi IANT WATER HEATING 15 CREDITS AS REQUIRED -NAT. GAS WATER HEATING SYSTEM W/ A MINIMUM EF OF 082 IN PLACE OF HWH. -NAT. GAS FURNACE CAN BE 80% EFF. FI E COPY Permit No. ► l Plan review approval Is subject to errors and omissions. Approval of construction documents does not authorize the violation of any adopted code or ordinance. Receipt of approved Field" and Is acknowledged: B SEPARATE PERMIT REQUIRED FOR: Mechanical Electrical © Plumbing ❑ Gas Piping City of Tukwila BUILDING DIVISION city of na BUILDING DIVISION Aus 15 2813 TUKWI►i KS puBuG`No14 RECEIVED CITY OF TUKWILA AUG 0 2 2013 PERMIT CENTER ALL GLAZING TO BE iN COMPLIANCE WITH THE LATEST WASHINGTON STATE ENERGY CODE. GLAZING AREA % OF FLOOR AREA GLAZING U -FACTOR POOR VERTICAL OVERHEAD U -FAC CEILING VAULTED CEILING WALL Ct. -I T BE OW WALL(--EEXT, _ ELM SLAB UNLIMITED 0.30 0.50 020 ata R-38 R -2I INT R-21 R -I0 2' i 0C Cu u • -D 03) • L2B-2561 GARAGE SIGf-IT 1. Contractor or builder must verify all dimensions before proceeding with construction. 2. This plan was designed to be marketed throughout many municipalities. The purchaser must verify compliance with all local applicable building codes where the home is to be constructed. 3. Purchaser should have plans reviewed by a lic- ensed builder and struct- ural engineer for compli- ance to specific site con- ditions. 4. These plans should not be altered by other than a qualified designer, archi- tect, or structural engineer. Plan No: Date:. 2012 I.R.C. N-1 i 7— 12 W THE !RESISTANT R SHEATHING OR SUBSTRATE FINISH SIDING GSM TRIM FLASHING WITH S" MIN. VERTICAL LEG HORIZONTAL WOOD TRIM HOIRIZ. TRIM At SHEATH NG/WOOD STUDS 12 N.T.S. 2x6 EXTERIOR WALL 1VI6' PLY OR OSB SHEATHING, TYP. SIDING PER ELEVATIONS OVER VAPOR BARRIER, PRE -FINISHED CONTINUOUS SHEETMETAL FLASHING, TYP. COMP. ROOFING OVER VAPOR BARRIER ATOP 1/16' PLY OR OSB SHEATHING, TYP. TRUSS OR RAFTER PER PLAN ROOF TO WALL PLASH NCS DETAIL N.T.S. 12 MASONRY VENEER- GENERAL NOTES - MAXIMUM THICKNESS 5 INCHES 4 30 FEET HEIGHT. - SDC Dl 4 D2 MAXIMUM 4 INCHES THICK 4 MUST WAVE WALL BRACING. - NOT OK TO SUPPORT ADDITIONAL LOADS ON MASONRY VENEER - MINIMUM 3/4 GAP BETWEEN TOP OF VENEER 4 STRUCTURAL FRAME INCLUDING ROOF RAFTERS. - METAL TIES MAXIMUM 24 INCHES HORIZONTAL 4 VERTICAL SPACING. - TIES IN SDC Dl 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 WEEPHOLES REQUIRED ABOVE FLASHING MAXIMUM 33 INCHES ON CENTER - AIR SPACE MINIMUM 1 INCH - MAXIMUM 4 1/2 INCHES BETWEEN SHEATHING 4 VENEER OR MORTAR OR GROUT FILL OVER WEATHER -RESISTANCE MEMBRANE. - WATER RESISTANT BARRIER REQUIRED BEHIND THE EXTERIOR VENEER PER R103.2 i 5/4x4 DR. 4 WNDW. TRIM • COVERED PORCH ONLY 3/4x8 BAND BD. ATOP SLAB • FRONT 4 REAR PORCHES W/ PLASHING my R U PROPOSED GRADE LINE RAGE0WIZ 5HT'S 1-8 I I I W WAST ELEVATION LINE OF OPTIONA 1. GARAGE SEE SHT S '1-S NORTH ELEVATION GRADE* EXISTING GRADE COMP ROOF SOUTH ELEVATION va•=ro• 5/4x10 BARGE WI IX6 4 1X3 RAKE TRIM 12 REVIEWED FOR CODE COMPLIANCE APPROVED NOV 2 0 2013 City of Tukwila BUILDING DIVISION ROOF DRIP EDGES PER SEC. R4105.2.5.5 PROVIDE DIRIP EDGE AT EAVES 4 GABLES W/ A MN. 2' OVERLAP. CONT. GUTTER RECEIVED CITY OF TUKWILA SEP 1 9 2013 PERMIT CENTER 5/4x6 WINDOW , DOOR 4 CORNER TRIM • FRONT SHAKE SIDING 5/4x4 CORNER BD'S STONE VENEER (ADHERED) 6" EXP. HORIZ. SIDING GRADE TO SLOPE AWAY' FROM FOUNDATION A MIN. OF 6" WITHIN TME FIRST 10' COPYRIGHT 2000 Landmark Design Ino. AU.. wc,148 RESERVED OPTIONAL STONE VENEER HOUSE NUMBERS TO BE VISIBLE 4 LEGIBLE WITH CONTRASTING BACKGROUND FROM THE STREET FRONTING THE HOUSE. ADDRESS NUMBER SHALL BE MIN. 4' HIGH 4 A MIN. STROKE WIDTH OF 1/2' PER SEC. 8319.1 AST ELEVATION CORRECTION LTR# bt3-- 5/4x8 BAND BD. ATOP SLAB • FRONT 4 REAR PORCHES W/ FLASHING REV. 61 -I8 -IB z w z 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: L2B-2561 Date: 1-25-13 1 - • - .„--,.,,,----,,_,,,,,,.,,,,,,..,,,,--,-------,,,,----_,,,,,,,,,,-,--.,,,,-,,,,,,,,‘ , ,_ _ , _ , , ._. - - - - 12 \ 6 -e 12 12 - / --\ - r - T I I _ I_JLJ I I I �, II I ..r,- II L ` r _ I IILJLJII I I IIS I -Ill II III o III I I L— — _ —II � PROPOSED LINE OF OPTIONA 1. GARAGE SEE SHT S '1-S NORTH ELEVATION GRADE* EXISTING GRADE COMP ROOF SOUTH ELEVATION va•=ro• 5/4x10 BARGE WI IX6 4 1X3 RAKE TRIM 12 REVIEWED FOR CODE COMPLIANCE APPROVED NOV 2 0 2013 City of Tukwila BUILDING DIVISION ROOF DRIP EDGES PER SEC. R4105.2.5.5 PROVIDE DIRIP EDGE AT EAVES 4 GABLES W/ A MN. 2' OVERLAP. CONT. GUTTER RECEIVED CITY OF TUKWILA SEP 1 9 2013 PERMIT CENTER 5/4x6 WINDOW , DOOR 4 CORNER TRIM • FRONT SHAKE SIDING 5/4x4 CORNER BD'S STONE VENEER (ADHERED) 6" EXP. HORIZ. SIDING GRADE TO SLOPE AWAY' FROM FOUNDATION A MIN. OF 6" WITHIN TME FIRST 10' COPYRIGHT 2000 Landmark Design Ino. AU.. wc,148 RESERVED OPTIONAL STONE VENEER HOUSE NUMBERS TO BE VISIBLE 4 LEGIBLE WITH CONTRASTING BACKGROUND FROM THE STREET FRONTING THE HOUSE. ADDRESS NUMBER SHALL BE MIN. 4' HIGH 4 A MIN. STROKE WIDTH OF 1/2' PER SEC. 8319.1 AST ELEVATION CORRECTION LTR# bt3-- 5/4x8 BAND BD. ATOP SLAB • FRONT 4 REAR PORCHES W/ FLASHING REV. 61 -I8 -IB z w z 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: L2B-2561 Date: 1-25-13 1 COVERED PORGI-I DINING ROOM MATER BEDROOM REVIEWED FOR CODE COMPLIANCE APPROVED JAN 0 3 2014 City of u cwila BUILDING : VISION ll,Il/ll////llll„///Ulll„llllllll/////,U//,,,/,//„ BEDROOM -2 BEDROOM -3 i<ITGHEN UTI GUEST SUITE L/yU1Jl//// ..///////,,,,,,,,,,,,,/,/ j i / //U/l///// .7/U/ill/////////////li/iii//ilii 6ARA6E COVERED PORCH ILE COP Permit N Plan review approval { ,, 4pproval of construCtio the violation of any adop of approved Field Copy errors and omissions. ents does not Guthc ='3 e or ordinanw. Receit is acknowledget 1. Contractor or builder must verify all dimensions before proceeding with construction. UPPER FLOOR PLAN MAIN FLOOR PLAN Of ltikwila ING DIVISIO PLANNING APPROVED • No changes 'can be made. to these plans without approval from the Planning Division of DCD Approved By: , uwto: REVISIONS No changes shall be made to the scope of work without prior approval of Tukwila Building Division. NOTE: Revisions will require a new plan submittal and may include additional plan review fees. 1 SEPARATE E PERMIT REQUIRED FOR: ❑ Mechanical Electrical ❑ Plumbing ❑ Gas Piping City of Tukwila BUILDING DIVISION MA N L.00R: UPPER PLOOR: TOTAL::: A RAV E : RECEIVED CITY CF TUKWILA DEC 1 7 2013 PERMIT CINTER 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: L2B-2671 Date: 12-1'1-13 2 30'-0' / 161-0k 13'-11' / f 2'-6• 6'-1' 4'-0' 6'-9' T-2 4/0x4/0 FX S.G 6/0x4/0 XO @ In r- r • N r 6' 3' LINEN 50 CFM ' E.F. 5 MSTR. B yj -3i' 8' CLG41-5� in N. 9 M N X • A :• to I S WRI. v r 6'-5 'n BEDROOM -2 ztr 8' CLG. 1101 r 10'-9' e 0 S.D. W.I .C. 8' CLG. I- - 122'X3k' A/, L_1 R48 In w \\\\\\\\\` \Q,. \\` 10 S.D. an 3'-I' EGRESS MATER BEDROOM 8' CLG. 3'-1' 1'-I0' e in U- 4 xg A- a /7N/`.iiio ia////iiiif////Z/i// //// //////////a ///// /omit/.. • 7 i 3' -II' ON 16 R LOFT& 8' CLG 4'-I' 5'-1 UTIL. 8' CLG. 15 CFM. W CONT. OPERATING MAX 1.0 SONE I V.T.O I I W 42' WALL W/ L__JL__J LWOOD CAP BATH 8' CLG. 50 , PAIR �3. 4'-5 • 16 • N, BEDROOM -3 8' CLG. 10'-9' 1101 S.D. 2'-1i' '-6' 6'-4' BP FOR OutviPLIANCF ,_ NCI J 2013 Ir.%. `t�.� nf Tukwila Pc DIVISION R48 6'-1' A C in 40. OPEN TO s BELOW ;0 '0 S.D. I' • 5'-4 (3) 2/0x2/0 FX j w/ 6' MULLIONS GUEST SUI 8' fr (2) /0 FX W/ 6. LLIONS EGRESS aa� 2X STUD WALL / CONIC WALL 2 I/41 05 X 5' LAG SCREWS O STUD WALL 2-3/5' X 5' BOLTS WI S VGC ADHESIVE • CCNC WALL 16 GA STEEL STRAPPING AROUND WATER HEATER HOLD WATER HEATER TIGHT TO GWS a SACK FLEXISLE WATER CONNECTIONS 2X4 LEDGER PRESSURE TREATED e CONC WALL 16 GA STEEL STRAPPING AROUND WATER HEATER FLEXISLE GAS CONNECTION ANCHOR WH TO SASE.. SASE TO FLOOR NO SCALE 3'-6 / 30'-0' //// 1•' 0 ztr vA 6 XOX S.G. 6'-0' 13'-I' 3'-6 3'-1' 6'-2' UPPER LOOK PLAN 1/4" = I'-0" NOTE - FASTENERS FOR TREATED WOOD TO SE HOT -DIPPED GALVANIZED, STAINLESS STEEL, SILICONE, BRONZE OR COPPER. WATER HEATER SUPPORT STUD NOTCHING AND BORING - SEARING OR EXTERIOR WALL NOTCH 25%, BORING 40%. - 60% 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. • • 30'-0' 14'-8' 15'-4' 5'-0 3'-9' 3'-9' 2' -Ii 9 N OPTIONAL MANUF. NAT. GAS METAL FIREPLACE INSTALL PER MFR �- - r -J II' II II IL _L --- 21-0' jte - 2'-0'jte 71) COVERED PORCH CONC. 2/0x5/0 FX 5/0x5/0 XO 2/0x5/ 1'-8' Inz in 1n • FX.1111 V , 6/ x5/0 XO i 4 41211 in i i OTLONI4L GREAT ROOM ITN 9' CLG. MANUF. NAT. GAS METAL FIREPLACE INSTALL PER MFR SPECS. 1'-9' 6'-0' 4'-9' 4'-4' DINING ROOM CLG. 4 w 1 a 5'-9 100 CFM E.F.TOS 9 W/ABOOVE 2'-3' 8' HIGH OPNG. UILT i O INL i\� \ \\\ SAA A HIGH 007e AWN' P. N 1 in .07 GUEST SUITE -I X IL N OPT. ENERGY CREDIT 5b WALL MOUNTED r RINNAI RL151 NAT. GAS HOT WATER SYSTEM (ENERGY ACTOR■082) 4 X6 WAL GENERAL NOTES: 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. 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 SE SAFETY GLASS. S. ALL GLAZING WITHIN 24' OF DOOR OR WITHIN IS' OF FLOOR TO SE SAFETY GLASS 9. SMOKE DETECTORS R314, TO SE INSTALLED PER SEC R3I43 IN THE FOLLOWING LOCATIONS: IN EACH SLEEPING ROOMS, OUTSIDE EACH SEPARATE SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE BEDROOMS. ON EACH ADDITIONAL STORY CF THE DWELLING, INCLUDING BASEMENTS AND HABITABLE ATTICS. ALARMS TO BE INTERCONNECTED IN SUCH A MANNER THAT ACTUATION OF ONE ALARM WILL ACTIVATE ALL OF THE ALARMS IN THE INDIVIDUAL UNIT. =SMOKE ALARM -CARSON MONOXIDE COMBO. in io pUSINK / 50 CFM EF. PWDR 9' CLG. 6'-1' 10'-8' E 1' MIN. SOLID CORE SELF CLOSING WOOD/STEEL DOOR OR 20 MIN. RATED HWH NOTES VEHIBBARRIER T• \ OPT - PROVIDE EXPANSION TANK \ - PROVIDE SEISMIC STRAPPING - TPRV TO TERMINATE TO OUTSIDE - PILOT 4 CONTROLS TO BE IS' MIN. OFF FLOOR - PER ASH RAE 90-A-80 GARAGE 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' GWS • 2/2x5/0 FX COVERED PORCH CONC. 3'-3' / 3'-3' 6'-6' • NO DUCT OPENINGS IN GARAGE. DUCTS THROUGH CLG OR WALL COMMON TO HOUSE, MIN. 26 GAGE STEEL. 16/0 x 5/0 O.H. DOOR 16'-3' R.O. 9'-1 36LAND'ING W/ OPT. FR. r a) 1 a Q BLUE 18 AWG TRACER REQUIRED NON- METAL WATER ERSR PIPING PER UPC 6048. / 4'-3' 191-3' 30'-0' / 10. PROVIDE CARBON MONOXIDE ALARMS PER SEC. 315 AN APPROVED CARSON MONOXIDE ALAR -1 SHALL BE INSTALLED OUTSIDE OF EACH SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE BEDROOMS. PER 2012 IRC 4 WA. STATE AMENDMENTS SEC R315.1. 11. INSULATE ALL WATER PIPES PER UPC SEC 312.6 MINIMUM R-4 INSULATION 12. INSULATE ALL EXHAUST DUCTS PASSING THROUGH UNCONDITIONED SPACE PER WA STATE IRC AMENDMENTS MI508.4.4 MINIMUM R-4 INSULATION 13. FLEX GAS PIPING IS TO SE PROTECTED PER G2415.1 PIPING SHALL SE PROTECTED W/ No 16 GAGE STL. SHIELD PLATES IS NOTCHED OR COVER AND SHALL EXTEPIPE MIN OF 4 ASO1 EER SOLE PLATES, BELOW TOP PLATES AND TO EACH SIDE OF A STUD, JOIST OR RAFTER. 14. ATTIC 4 CRAWL ACCESS HATCHES OR DOORS SHALL BE WEATHERSTRIPPED AND INSULATED TO A LEVEL EQUIVALENT TO THE INSULATION ON THE SURROUNDING SURFACES 15. WHOLE HOUSE VENTILATION 24 HR TIMER, READILY ACCESSIBLE 4 WITH LABEL AFFIXED TO CONTROL THAT READS 'WHOLE HOUSE VENTILATION' (SEE OPERATING INSTRUCTIONS) LANDING AT 'EXIT' DOOR NOT TO BE LOWER THAN 15 INCHES FROM TOP OF THRESHOLD. (R3113.1) MAIN X1..00 PLAN 1/4" = I' -O" MAIN FLOOR: 1 16 S. FT. UPPER FLOOR: 1401 SQ. FT. TOTAL: 256I S. FT. GARAGE: 54i S. FT. COPYRIGHT 2011 Landmark Deakin Inc. ALL RIGHTS RESERVED in @ • See d/lee-t- 2 C,[-.e,u�l) ack-W i2_1[1[(9, ;.\r V£II tovA cls RECEIVED CITY OF TUKWILA AUG 022013 PERMIT CENTER bVr.1S4 1340 A74 c#3 il V. 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: L2B-2561 Date: 1-25-13 2 • NEC 250.50. A concrete encased grounding electrode is required in all new concrete footings. The electrode shall consist of at least 2 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' 14'-S' 15'-4' 7 s, • . <D. ry r, / N • J I 4' CONC. SLAB - OVER 4' COMPACT - SAND AND GRAVEL BASE -� •4BARS -� I8'OC. i I II II I I I �Kv r c4 • I I I ou▪ 1 1 I • I I 111111111111111111111i 011.• 2'-1 U d 5'-3 5'-2i' .11111. 111. M - 0'/ CIRAWI-SPACE 3'- oomf elms O 3 3'-e 0' 6 MIL VISQUEEN VAPOR BARRIER THROUGHOUT CRAWLSPACE LAP SPLICES I:'. (BLACK) 4X10 TYP. 2'-3 5'-2�i' 4'-4' .. 2'-10' 4X10 D 11111111111 TYP. IMO 0 N 3'-2 2 • • 0' 'W4 4' 0 SCHED. 40 STI. BOLLARD 4-3/8'X3' ANCHOR BOLTS (SIMPSON TITAN HD OR EQ) 4' CONCRETE SLAB (SiMPSON TITANOHD OOR EQ) 1/21X8'X8' SIDE VIEW VEHICLE IMPACT BARRIER DETAIL 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 ,� `- `, `�Z Ar: .ter+\\ 1VV I oLl r � N • cA • 4x4 P.T. POST WI P8 BASE ON 24'x24'xI2' CONCRETE FTG. 3 -10' D 2' OMMMIIIII. ONO -Z f i I a— M . r N N • 4 BARS IS' 0.C. 4' CONC. LAB OVER 4' ACT SAND AND GRA L BASE 6'-6' 41-3' • 19'-3' 49 4' CONC. SLAB OVER 4' COMPACT SAND AND GRAVEL BASE SLOPE 3' TO DOORS I6'-3' 4 41> V8% r In • 30'-0' (:)UNI,ATION FLAN 1 /4" =1'-011 STHD EDGE DISTANCE 1-1/2' MIN BUILDER TO DETERMINE IF STHD OR STI.1D/RJ IS APPROPRIATE. COPYRIGHT 2009 Landmark Design Inc. ALL RIGHTS RESERVED FOUNDATION NOTES: 1. ALL FOOTINGS TO BEAR ON FIRM UNDISTURBED SOIL. 2. ALL WOOD IN CONTACT WITH CONCRETE TO BE PRESSURE TREATED. 3. ALL BEAMS TO BE 4x10 DFL02 ON 4x4 POSTS (4x6 AT SPLICES) ON 24' DIA. x 5' CONC. PADS UNLESS NOTED OTHERWISE. 4. ALL POSTS TO 8E ANCHORED AGAINST LATERAL MOVEMENT. 5. SOLID BLOCK AT ALL POINT LOADS FROM ABOVE. 6. FLOOR JOISTS SHOULD 5E SUPPORTED LATERALLY AT EACH ENO AND AT EACH SUPPORT, BY SOLID BLOCKING OR 8Y 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 PROVIDE CRAWL SPACE VENTILATION PER IRC. FOUNDATION VENTS SHALL BE PLACED SO THAT THE TOP OF THE VENT IS BELOW THE LOWER SURFACE OF THE FLOOR INSULATION INTERIOR GRADE OF CRAWL SPACE SHALL 8E SLOPED TO DRAIN AND INSURE THE REMOVAL OF WATER ® INDICATES POINT LOAD FROM ABOVE •® INDICATES 'SIMPSON' HOLDOLLN REVIE WE6 FOR CODE COMPLIANCE APPROVED NOV 2 0 2013 City of Tukwila BUILDING DIVISION SEE SHEARIIJALL SCHEDULE FOR ANCHOR BOLT SIZE 4 SPACINCs. SI -1T 51.0 b 13- .1514 LANDING AT 'EXIT' DOOR NOT TO BE LOWER THAN 1.5 INCHES FROM TOP OF THRESHOLD. (8311.43) RECEIVED CITY OF TUKWILA AUG 0 2 2013 PERMIT CENTER VENTILATION USE 3'x3'x1/4' GALVANIZED STEEL SQUARE PLATE WAST-JFR3 FOR dJ 1 ANCHOR BOLTS RAUJL SPACE VENTILATION TOTAL NET FREE AREA REQ'D 1160/150 a 1.13 SQ. FT. PROVIDE SCREENED VENTS FOR VENTILATION 12 VENTS REQUIRED 0 0 cin 1‘ W .;.a at aas al El 04 we. ce ufa .:. 0 Imo-+_ 0. V •� zi tom`, z� a `vM o el x '"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: L2M-2561 Date: 1-25-13 3 6X6 PT POST W/ ECCQ CAP CPQ SASE LSTA30 - BEAM TO TOP PLATE 51/2 x i5 GUS 4x10 (4) 2x6 LSTA30 - HDR 4 SILL TO 3x BLOCKING. (TYP. 2 PLACES) 4X12 62.0 5-I x 11-1/4 LVL o 41- -9 SIM BEAR' WALL 4X 0 HTS20 -EAI1 TO TOP PLATE BEARING WA LL 4X8 S IX a MTL. I- ANGERS PER MFC.. BEARING UALL /ilii/iiiiiiiiAaiiiiii// // i4. ///..//i/�a //Xhalo// SEARING WALL (3) 2x6 IAEo GIRDERVE BEARING WALL ROOF FRAMING NOTES: I. ALL READERS TO BE 4x8 DF *2 UNLESS NOTED OTHERWISE. HEADERS AT EXTERIOR WALLS 4 WARM WALLS TO BE INSULATED WI R -I0 RIGID INSULATION 2. ALL OTHER TRUSSES: • SHALL CARRY MANUFACTURERS STAMP. • SHALL HAVE DESIGN DETAILS AND SPEC- IFICATIONS ON SITE FOR FRAME INSPECTION. • SHALL SE INSTALLED AND BRACED PER MANUFACTURERS SPECIFICATIONS. 3. NO TRUSS SHALL BE FIELD -MODIFIED WITHOUT PRIOR CONSENT OF THE TRUSS ENGINEER AND THE BUILDING DEPARTMENT. 4. PROVIDE ATTIC ACCESS MINIMUM 22'x30' PER IRC SEC S01J * ACCESS HATCI-{E5 OR DOORS SHALL BE WEATHERSTRIPPED AND INSULATED TO A LEVEL EQUIVALENT TO THE INSULATION ON THE SURROUNDING SURFACES 5. PROVIDE ATTIC VENTILATION PER IRC SECTION 8506. ALL FRAMING TO COMPLY WITH IRC SECTION 8602. NAIL SIZE AND SPACING TO CONFORM TO IRC SECTION R602, TABLE 86023. 6. 4 REFER TO SHEAR WALL SCHED. APPLIANCE IN ATTIC NOTES: PER 2012 IMC 3063 4 2012 IRC MI305.13 I. ATTICS CONTAINING APPLIANCES SHALL BE PROVIDED WITH AN OPENING AND A CLEAR UNOBSTRUCTED PASS- AGEWAY LARGE ENOUGH TO ALLOW REMOVAL OF T LARGEST APPLIANCE, BUT NOT LESS THAN 30' HIGH 22' WIDE AND NOT LONGER THAN 20' LONG ALONG THE CENTERLINE OF THE PASS OPENING TO THE APPLIANCE. THE PASSAGEWAY SHALL HAVE CONTI FLOORING, NOT LESS THAN 24' WIDE. A AT LEAST 30' DEEP 30' WIDE SHALL ALL SIDES OF TH mss= - -LIANCE WHERE LSTA30 - HDR 4 SILL TO 3x BLOCKING. (TYP. 2 PLACES) 2S24141CIRS IDE 22' 1/4\‘‘‘‘N\ 1 - 82.0 2. PROVID AT TH TLET �10 , '2.0' (3) e • 12 HOLD 1-10-0 -UP UP (3) 2X12 HOLD-UP OV D_ ANOFUWEv ECONDENSATINLINEE FROM FURNACE EXTERIOR - DRAINAGE. S SOLID L SERVI SENT SS IS RE ITCH IRE CONTROLLED BY PASSAGEWAY OPENING PROVIDED AT OR NEAR CEEP ACLS PPLIANCE. 2�\�•RM W•/ 2 -LAYERS 3/4' PLYWOOD ATOP BOTTOM MEETS THE REQUIRED CLEARANCES. IN. ����„ IDN ►E` TATFORM. NIG SITY (10 1/4') 4 1 LAYER R -II (3 1/2') 0 T\�\\�(%ING TO SE INSTALLED AT ATTIC. CV X N m 31/2 x 12 GLB SIN CHAMFER TOP OF JST. TO MATCH ROOF SHTG. SON FLOOR R?‘MING PLAN (TYP. OF 2) FRAMING NOTES: 1. ALL MULTIPLE JOISTS OR BEAMS MUST BE BOTH GLUED AND NAILED W/ Sd NAILS e 24' O.C. NAILED TOP 4 BOTTOM STAGGERED EA SIDE. 2. ALL HEAgD�ERS TO BE 48 DF *2 UNLESS NOTED HEgRS ATE EXTERIOR WALLS t WAS WALLS TO BE INSULATED R-10 RIGID INSULATION 3. SOLID BLOCK BENEATH ALL POINT LOADS FROM ABOVE. 4. FLOOR JOISTS SHOULD SE 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 REFER TO SHEAR WALL SCI -IED. JX6 O\,t'E 24' H (3) 2x6 PE MANF. TI e 24' ;JSSES O.C. 4X4 PT POST W/ EPC CA CONT. DBL. TOP PLATE (TYP OF 2) R -IO RIGID INSULATION @ EXTERIOR SIDE OP WALL (SHADED ARE& KIN& STUD EXTERIOR PLYWOOD TRIMMER HEADER/INSULATION DETAIL NTS (TYP. OF 2) ROOF FRAMING PLAN 1/4"=1'-O" COPYRIGHT 2010 Landmark Design Inc. ALL. RIGHTS RESERVED REVIEUVED FOR CODE COMPLIANCE APPROVED NOV 2 0 2013 City of Tukwila BUILDING DIVISION 13- .2.sti RECEIVED CITY OF TUKWILA AUG 022013 PERMIT CENTER ATTIC VENTILATION SHALL BE 1/300 OR�E2AREA NET SE ENTTED, AREA WITH 50% OF REQUIRED VENT AREA TO BE LOCATED MIN. 3' ABOVE EAVE VENTS. THE BALANCE OF REQUIRED VENT AREA TO SE PROVIDED AT EAVES NOTE - FASTENERS FOR TREATED WOOD TO BE HOT -DIPPED GALVANIZED, STAINLESS STEEL, SILICONE, BRONZE OR COPPER. 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. UI A • W ;. a 04 co 44 • • Iii Lai u is 2 73.cv944 Z ▪ e+o 1.4 ▪ 0:44o vMh� N N O.. Nx '"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: L2B-2561 Date: 1-25-13 4 STAIR NOTES: • STRINGERS TO BE ARE BLOCKED AT BOTH TOP AND BOTTOM. * ALL USABLE SPACE UNDER STAIRS TO BE 1 HOUR CONSTRUCTION. • MAXIMUM RISE TO BE 7-3/4'. * MINIMUM RUN TO BE 10'. * MINIMUM HEAD HEIGHT TO BE 6'-8'. * MINIIMUM STAIR WIDTH TO BE 36". • PROVIDE CONTINUOUS HAND RAIL 34" TO 38' OFF TREAD NOSING AND MUST EXTEND BEYOND BOTTOM TREAD. * PROVIDE GUARD RAILS AT LANDINGS MINIIMUM 36' HIGH WI 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. 6I'.Sel-ERS SHALL NOT PASS THNOUSH H. NORAD. TO OS PRESENT ON ON AT LEAST OE SIDE OP STAIR. HANDGRIP PORTION OP HANDRAILS OP I ' MN. 4 �' AR' S 4ALL HAVE HAYS A MM. RADIUS CP ty'. MALLWL a GUARDRAILS TO EE W 014E1* 6 FOR IIISCUITSED GUARDS ON THE SIDES CP STAIR TREADS SHALL NOT ALLOW .4 SPHERE 446 INCHES fl M& TO PASO TF10003. CONT. MAW:RAIL 34'-38' ABOVE TREAD NOSING. PICKETS PER IRC 3121 ON OPEN SIDE r Pr RISERS P.T. 2XI2 TREADS TO STRIt 2X4 THRUST ISLOCK L' SPHERE UNABLE TO PASS THROUGH MINING ESLOW STAIR INSTALL It' Chao • CR'U..11,1 , AND a u.e (3) 2)12 6TRINSERb MRS SLOCUM a MID -SPAM A NO K 8WID IU4LLe ALONG kV 84 lie UIH 8T14141119411R ATEA INTER 8TAS1818 MOW INTERIOR HL 35 ANGLE SUPPORT DECK JOISTS PER PLAN DEL .1ST bpJ212 ATTEEASTRINGER� 3 2X12 P.T. STRINGERS EXTERIOR NO SCALE AF50 ROOF VENTS (50 SQ. IN. NET FREE AREA) EVERY 3R0 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 343 TYPE 'X' GYPSUM SHEATHING APPLIED PARALLEL TO 2x4 WOOD STUDS 24' O.C. WIN 1-34' GALVANIZED ROOFING NAILS 4' O.C. AT VERTICAL JOINTS AND 1' 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 343' 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, 1-1' LONG, 0.0915' SHANK, 1/4' HEADS T O.C. (LOAD-BEARING) 2x STUDS PER PLAN SIDING PER PLAN 5/8' SHEETROCK EAVES 4 WALL WITHIN S'—�" OF PROPERTY LINE PER IRC 302 4 TABLE 8302.1 I HOUR FIRE THICKNESS: APPROX. WEIGHT: FIRE TEST: VARIES 1PSF SEE WP 3510 CUL R3501-41, -48, 9-11-65, ULDESIGN U309: UL 81319-129, 1-22-10, UL DESIGN U3I4) AF50 ROOF VENTS (50 SQ. IN. NET FREE AREA) EVERY 3RD TRUSS BAY SOLID TIGHT FITTING TRUSS BLOCKING FASCIA !BOARD 2x STUDS PER PLAN 1/16' SHEATHING SIDING PER PLAN EAVES WITI--I1N S1-0II OF PROPERTY LINE r\C 302 4 TABLE 8302.1 NO SCALE TYPICAL STAIR DETAIL AND NOTES —ROOFING TO BE 235* IN COMPOSITION SHINGLE WITH 15* FELT —SHEATHING TO BE 1/2' 24/0 PLYWOOD —ALL ROOF FLASHINGS TO BE MIN. 26 GAUGE GALVANIZED STEEL. — ROOF DRIP EDGES PER SEC. RS0528.5 PROVIDE DRIP EDGE AT EAVES 4 GABLES W/ A MIN. 2' OVERLAP. 2x SCREENED EAVE VENT BLOCKS W/(3) 11/2' HOLES EACH - PROVIDE APPROVED INSULATION BAFFLE TO ENSURE I' MIN. AIR SPACE. ATTIC VENTILATION PER CURRENT I.R.C., THE NET FREE VENT AREA SHALL BE 1/300 OF THE AREA TO BE VENTED, WITH 50% OF REQUIRED VENT AREA TO BE LOCATED MIN. 3' ABOVE EAVE VENTS. THE BALANCE OF REQUIRED VENT AREA TO BE PROVIDED AT EAVES 12 I HOUR OVERHAN ATTIC SPACE 12 15 FIRE BLOCKING AND DRAFTSTOPPING 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, CABLES AND WIRES AT CEILING AND FLOOR LEVEL, WITH AN APPROVED MATERIAL TO RESIST THE FREE PASSAGE OF FLAME AND PRODUCTS OF COMBUSTION. R-49 INSULATION 1►1►11►11111111111111►I►11►111 12 GRADE COVERED PORCH POADER R-30 INSULATION ENTRY Elm, OM 2 FLOOR CONSTRUCTION: 3/4' T4G PLYWOOD SUB-FLR GLUED 4 NAILED TO (SEE FRAMING PLAN FOR SIZE AND SPACING) MASTER BATH GREAT ROOM FLOOR CONSTRUCTION: 3/4' T4G PLYWOOD SUB-FLR GLUED 4 NAILED TO (SEE FRAMING PLAN FOR IZE AND SPACING) TYPICAL EXTERIOR WALL (2) 2x6 TOP II= 2x6 STUDS E 16' O.C. 1/2' SI.4T'G (APA RATED 24/Q1)OYERE� WATER PROOF BARRIER `` EXTERIOR SIDING PATIO PER ELEVATION R-21 INSULATION WI CONT. VAPOR BARRIER (WARM SIDE) _WED FOR CODE C O M P L I f A N C E APP1 0VED Nov 2 0 2013 F. Li 6 MIL VISQUEEN VAPOR BARRIER THROUGHOUT CRAWLSPACE. LAP SPLICES 12' MIN. GRAWLSPAGE _rv BUILnING SECTION fr-1 " 3/8"=1'-O" COPYRIGHT 2007 Landmark Design Inc. ALL RIGHTS RESERVED City of Tukwila BUILDING DIVISION O OC X Int GRADE 4' CONC. SLAB PREVENT WOOD TO CONC. CONTACT W/ CONT. FLASHING OR APPROVED MEMBRANE STUB •4 BARS INTO CONC. SLAB * 1S' O.C. RECEIVED CITY OF TUKWILA AUG 0 2 2013 PERMIT CENTER Z H A ...a ad z`O ••• g i u), V tie 4 A..y°` z 7,5 ta 1-4 >r. �oNo vMv�� • ,7-Q-,4 v x ""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: L2M-2561 Date: 1-25-13 5 \ 11011 SD. K, 0 \\ 6 \ 0 LL TO SWITCH !BELOW r13 =--� I wHF I I I L _OJL4LJ LTJ UPPER FLOOR ELECTRICAL, 1/4" =1'-O COPYRIGHT 2007 Landmark Design Inc. ALL RIGHTS RESERVED 100 CFM EF. VTOS CLG OUTLET W/ OPT. MAIN LOOR ELTSICAL 1/4°= I' -O° `IEIf!/L�D FOR CODE COMPLIANCE APPROVE'D NOV 2 0 2013 City of Tukwila BUILDING DIVISION p 13- testi RECEIVED CITY OF TUKWILA AUG 022013 PERMIT CENTER ELECTRICAL KEY OVERHE,4D CAN OUTLET DUPLEX OUTLET 220V OUTLET COMBO. EXT. FAN (VTOS) 4 LIGHT COMBO SMOKE ALARM - CARBON MONO. DET. BOACKUP ERY CABLE T.V. JACK PHONE UNDER COUNTER LIGHTS GAS OUTLET HOSE 1311313 EXT. FAN VTOS �J V z 114 zL 0W ER 4 -Fs Ail co, N V "� N bks (nai4 is y 00 yr. Z( L 1.4 1. Contractor or builder must verify all dimensions before proceeding with construction. 2. This plan was designed to be marketed throughout many municipalities. The purchaser must verify compliance with ' all local applicable building codes where the home is to be constructed. 3. Purchaser should have plans reviewed by a lic— ensed builder and struct— ural engineer for compli— ance to specific site con— ditions. 4. These plans should not be altered by other than a qualified designer, archi— tect, or structural engineer. Plan No: L2M-2561 Date: 1-25-13 6 3,-10 1x10 •J• BEARINCs WA _L a./// iii iiiioiAV iiiiiiii iiiaA BEARING WALL BEARING WALL I— N O E cm aN u F 1ITL HANGERS PER MFG. BEARING WALL W/ OPT. DOOR (3) 2x6 51/2 x f3 GLIB 6X6 POST W/ EGO CAP HOLD-UP 2.0 (3) 2X12 HOLD (3) 2X12 HOLD-UP 4X12 { O N 3'-10' 2'- N 1111•11111.110 AIM c4 N • ti III " 4 BARS IS' O.C. 10'-9' '-y■ 44. • 19'-3' 0 4' CONC. SLAB OVER 4' COMPACT SAND AND GRAVEL BASE SLOPE 3' TO DOORS I6'-3' 31/2x12GLIB SIN CHAMFER TOP OF JSt. TO MATCH ROOF SHTG. SEGONC) OR Mfr • I/4"= I' -O" BLOCKTbT FOR DOOR T 10'-3' 3 52.1 rI-1 L c4 19'-3' 40'-0' / (TYP. OF 2) 8'-3' 10'-0' I- OUN,OAT I ON FLAN I/4"= I' -O" i G i BATH 9' CLG. 0 IIOV S.D. tO GUEST SUITE 9' CLG. O X 36'X36' MIN. LANDING WI OPT. DR. 10'-o' REVieiVED FOR CODE COMPU IAINCE APPROVED Nov 2 0 2013 City of Tukwila BUILDING DIVISION voiiiimiiiiiiiiiiiiii n 7,,,,'A7A',,,,,'474amin ENTRY SEP INK EF. PYR. 9' CLG. / % /// l i / j 2/0x5/0 FX COVERED PORCH CONC. L/J YEHBAERRI IER GT HWH NOTES - PROVIDE EXPANSION TANK - PROVIDE SEISMIC STRAPPING - TPRV TO TERMINATE TO OUTSIDE - PILOT 4 CONTROLS TO BE IS' MN. OFF FLOOR - PER ASH RAE 90 -A -S0 GARAGE USE 1/2' GWB ON ALL WARM AND STRUCTURAL WALLS. (I) LAYER 5/5' TYPE 'X' ON CEILINGS. WRAP ALL EXPOSED POSTS AND BEAMS IN 1/2' GWB NO DUCT OPENINGS IN GARAGE. DUCTS THROUGH CLG OR WALL COMMON TO HOUSE, MN. 26 GAGE STEEL. 16/0 x 5/0 O.H. DOOR 16'-3' R.O. I ® , d'TIONAL / OPT. ENERGY CREDIT 5b WALL MOUNTED RINNAI RL.151 NAT. GAS HOT WATER SYSTEM (ENERGY FACTOR■0,52) 10'-0' f r y4 1 1t 3. J, S/0 S/0 O.H. DOOR S'-3' RO. i EL. WALL • ELEC. PANEL N cn N 6'-6' 4'-3' 16'-0' 19'-3' S'-0' 10'-0' 29'-3' / 40'-0' / MAIN LOO LAN GARAGE: Sal S. FT. 13• RECEIVED CITY OF TUKWILA AUG 0 2 2013 PERMIT CENTER W C7 4t C7 C4 U M 1. Contractor or builder must verify all dimensions before proceeding with construction. 2. Thls 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: L2B-2561 Date: 1-25-13 7 41) 12 SONT !L. VAT ON 1/4°=1 -0" REVIEWED FOR CODE COMPLIANCE APPROVED of 2 0 2013 City of Tula BUILDING DIVISION fig&'"11% SSES O.C. 4X4 PT POST WI EPC CAP (1POF2) (TYP. OF 2) ROOF FRAMING PLAN p 13-zsti RECEIVED CITY OF TUKWILA AUG 0 2 2013 PERMIT CENTER rz con z a 0 S, •;. a cI CI • H Tu 60 Z "'4440 W C7 4t 4t C7 d U m 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: L2B-2561 Date: 1-25-13 8 f-NE4L StRUCTUAL 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 5, KZ, = 1.0 SEISMIC EQUIVALENT LATERAL FORCE PROCEDURE SEARING WALL SYSTEM (LIGHT -FRAMED WALLS) SITE CLASS: D SEISMIC DESIGN CATAGORY: D Ss = 1.5 - IBC FIGURE 16(3.5(() Sps = 1.0, IE = 1.0, R=6.5 Cs= 0.154 INSPECTIONS: NO SPECIAL INSPECTIONS ARE REQUIRED. NOTIFY TI -4E BUILDING DEPARTMENT FOR INSPECTIONS REQUIRED SY LOCAL ORDINANCE. ALL PREPARED SOIL SEARING 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 SEARING CAPACITY (ASSUMED). BOTTOM OF EXTERIOR FOOTINGS SHALL SE MINIMUM I'-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 SE 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 SE 41/2% ±1.5% BY VOLUME. MAXIMUM SIZE OF AGGREGATE IS 11/2". ALL CONCRETE SHALL SE POURED MONOLITHICALLY BETWEEN CONSTRUCTION OR EXPANSION JOINTS UNLESS SHOWN OTHERWISE. CONCRETE PURVEYORS/SUPPLIERS DELIVERY OR BATCH TICKET TO BE ON JOS SITE FOR BUILDING INSPECTOR VERIFICATION. REINFORCING STEEL: ALL ALL REINFORCING STEEL SHALL SE 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 SY 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 11,2" 11/2" 0'5 AND SMALLER) 2" (#6 AND LARGER) 311 TIMBER: ALL LUMSER SHALL SE AS FOLLOWS UNLESS NOTED OTHERWISE: BEAMS DP2 OR SETTER POSTS HF#2 OR BETTER 2x FRAMING HF#2 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 SE 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 ISC 2304.9.5. ALL MINIMUM NAILING SHALL BE PER ISC TABLE 2304.9.1 U.N.O. MACHINE BOLTS TO SE A-301. BOLT HEADS AND NUTS SEARING AGAINST WOOD SHALL SE PROVIDED WITH STANDARD CUT WASHERS. MISCELLANEOUS HANGERS TO BE 'SIMPSON' OR ICC APPROVED EQUAL. ALL HANGERS TO SE FASTENED TO WOOD WITH PROPER NAILS AND ALL HOLES SHALL BE NAILED. GLUED LAMINATED UJOOD MEMBERS: GLUED LAMINATED WOOD SEAMS (GLS) TO SE IN ACCORDANCE WITH ANSI/AITC STANDARD A190.I, AMERICAN NATIONAL STANDARD FOR STRUCTURAL GLUED LAMINATED TIMBER. USE STRESS GRADE COMBINATION 24F -V4 (Fb = 2,400 PSI) FOR SIMPLE SPANS AND 24F -VS FOR CANTILEVER AND CONTINUOUS SPANS. SIMPLE SPANS SHALL SE CAMBERED ON A 3500' RADIUS U.N.O. GLUE SHALL BE CASEIN WITH MOLD INHIBITOR. UNLESS OTHERWISE SPECIFIED, SEALER SHALL SE 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 SEEN INSTALLED. PROVIDE SOLID BLOCKING AT CONCENTRATED LOADS FROM ABOVE AND WES STIFFENERS PER MANUFACTURER'S DIRECTIONS. JOIST HANGERS TO BE SIZED AND PROVIDED BY THE MANUFACTURER OR SUPPLIER. LAMINATED VENEER LUMBER (LVL): LAMINATED VENEER LUMSER (LVL) TO SE 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. SEARING LENGTH SHALL NOT SE LESS THAN 13/4". DO NOT CUT OR NOTCH SEAMS WITHOUT PRIOR APPROVAL OR ENGINEER. HEEL CUTS SHALL NOT OVERHANG INSIDE FACE OF SUPPORTING MEMBER. BEARING UJALL 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 S'-0" OR LESS AND TWO CRIPPLES AND ONE STUD FOR OPENINGS MORE THAN 5'-0" WIDE. ALL COLUMNS NOT CALLED OUT ON THE PLANS SHALL SE TWO (2) STUDS. SPIKE LAMINATED COLUMNS TOGETHER WITH I6d e 12" O.C. STAGGERED. STAGGER SPLICES AT TOP PLATES MINIMUM 48" AND NAILS WITH 16d a S" O.C. SI -TEAR 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 8d 6" 0.C. UNLESS NOTED OTHERWISE. ALL SHEAR WALL NAILING SHALL BE COMMON WIRE OR GALVANIZED SOX 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 .0 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 SOX NAILS AT 6" O.C. AT ALL SUPPORTED EDGES AND Sd COMMON OR GALVANIZED SOX 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 Sd COMMON OR GALVANIZED BOX NAILS AT 12" O.C. AT INTERIOR SUPPORTS. LAY SHEATHING PERPENDICULAR TO FRAMING AND STAGGER PANEL EDGES. FLOOR AND ROOF TRUSSES: TRUSSES TO SE DESIGNED AND SUPPLIED IN ACCORDANCE WITH ANSI/TPI 1-2002. THE TRUSS CALCULATION PACKAGE SHALL BE PREPARED UNDER THE DIRECT SUPERVISION OF A PROFESSIONAL ENGINEER LICENSED IN THE STATE OF WASHINGTON. THE TRUSS ENGINEER SHALL ASSUME ALL RESPONSIBILITY FOR THE WORK OF ALL SUBORDINATES INVOLVED IN THE PREPARATION OF THE TRUSS PLACEMENT PLAN AND TRUSS DESIGN DRAWINGS. EACH TRUSS SHALL BE PLANT FABRICATED AND SHALL SEAR 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 SE RESPONSIBLE FOR ALL SAFETY PRECAUTIONS AND METHODS, TECHNIQUES, AND SEQUENCES OR PROCEDURES REQUIRED TO PERFORM THE SPECIFIED WORK. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND ALL CONDITIONS AT THE JOB SITE INCLUDING 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 BEEN 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 SE USED FOR LIKE OR SIMILAR CONDITIONS NOT SHOWN. VARIATIONS AND MODIFICATIONS TO WORK SHOWN ON THE DRAWINGS SHALL NOT SE CARRIED OUT WITHOUT THE WRITTEN PERMISSION FROM THE ARCHITECT OR ENGINEER. SI IEAR WALL SCI =DUL MARK MINIMUM SHEATHING (I) SHEATHING NAILING (I) ANCHOR BOLTS (3) REMARKS (4) 1/2" CDX 8d a 6" O.C. 5/e" 0 60" 0.C. Qat' = 230 PLF A> OR OSB 1/2" CDX Sd s 4" O.C. 5/8" a 32" O.G. Qat' = 350 PLF 1E> OR OSB 1/2" CDX Sd a 3" O.C. 5i8" a 16" O.C. Qat' = 450 PLF © OR 055 USE 3x STUDS AT ABUTTING PANEL EDGES 4 STAGGER NAILS D lie" CDX OR 055 8d 0 2" 0.C. 3/4" 6 16" O.G. Qall = 600 PLF USE 3x STUDS AT ALL PANEL EDGES 4 STAGGER NAILS SEE DETAIL 12 / 52.0 FOR CONSTRUCTION NOTES I) ALL WALLS DESIGNATED" D" ARE SHEAR WALLS. EXTERIOR WALLS SHALL BE SHEATHED WIiH RATED SHEATHING (24/0, 055 OR CDX) AND NAILED AT ALL PANEL EDGES (BLOCKED) PER SCHEDULE. NAILING AT INTERMEDIATE FRAMING TO SE AT 12" O.C. NAILING NOT CALLED OUT SHALL BE PER ISC TABLE 23049.1. 2) HOLDOWNS AND OTHER FRAMING HARDWARE BY SIMPSON STRONG TIE OR EQUIVALENT TO SE 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 1/4" PER IBC SECTION 2308.12.8 AND OF HOT -DIPPED ZINC -COATED GALVANIZED STEEL. 4) ALLOWABLE LOADS ARE PERMITTED TO BE INCREASED 40% FOR WIND DESIGN IN ACCORDANCE WITH IRC SECTION 2306.3. A LSTA30 - 1-1M2 1 SILL TO 3x BLOCKING. (TYP. 2 PLACES) \47 3 J j: 4x10 \F� UPPER FLOOR A =0,401 SQ FT I 51i2 x 15 CsLB \ilk C L_ 4x10 — --Y, rrj 4x10 s>c LSTA30 • HDR a SILL TO 3x BLOCKING (TYP. 2 PLACES) C 4x12 \N,— 514X11/4 LVL MAIN FLOOR A = 1,160 SQ FT A = 391 SQ FT 51/2 x Is GLIB 4% (3)2x12 31/2 x 12 GLB X REVIEWED FOR CODE COMPLIANCE APPROVED NOV 202013 City of Tukwila BUILDING DIVISION tl32SL1 RECEIVED CITY OF TUKWILA AUG 022013 PERMIT CENTER COPYRIGHT 2013, SEGA ENGINEERS SCALE: NONE DATE: 01/22/13 ISSUE FOR PERMIT CIO 1-1 • ip �I rTi [Ti cip & Civil Consulting Engineers 22939 SE 292nd Place • FAX 886-1016 Co o 0 Co 0 (f) 191 1/2" RATED SHEATHING 8d a 6" O.C. 2x VENTED BLOCKING. END NAIL TO TRUSS a EACH END w/ (2) 8d. HI FRAMING ANCHOR EACH TRUSS. USE 14I0-2 AT DBL TRUSS. SHEATHING AND NAILING PER PLAN OR SCHEDULE. SPLICE TO OCCUR ON COMMON MEMBER OR BLOCKING TRUSS PER PLAN DBL 2x TOP PLATE. LAP SPLICE 4'-0" MIN. 4 NAIL w/ I6d a 6" O.C. STAGGERED 2x FRAMING PER PLAN. (BEAM AT SIM) TYPICAL ROOF FRAMING CONNECTION sz.01 SCALE: I° = I'-0" lie" RATED SHEATHING 8d a 6" O.C. (4" O.C. a SIM.) / ori/teaiZ.MNIii11•1w1 17/.”ii ii . 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. I11 I1 A35 a 48" 0.C. (USE 24" D.C. AT SIM.) 2x BRACE PER TRUSS SUPPLIER OR a 48" O.C. SECURE w/ A34 EACH END. Wail 2x FRAMING PER PLAN. loam (HEADER a SIM.) ROOF FRAMING 6 GABLE END EXTERIOR SHEATHING PER PLAN OR SCHEDULE 2x BLOCKING w/ 16d NAIL a 8" O.C. 1/2" RATED SHEATHING RAFTER OR TRUSS PER PLAN 2x BLOCKING 2x STUD PER PLAN LOUDER ROOF FRAMING 6 SHEAR UJALL SCALE: I" = 1'-0'• 11/2" RATED SHEATHING w/ 8d a 4" O.C. TO FRAMING TRUSS PER PLAN NOTE: TRUSS TO DEVELOP CAPACITY OF CONNECTOR CONNECTOR STRAP PER PLAN. 2x STUD (NOT a SIN) DBL 2x TOP PLATE. (BEAM AT SIM.) DRAG STRUT CONNECTION SCALE: P' = 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" O.C. 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.) " SUBFLOOR JOIST PER PLAN 2x DBL TOP PLATE. LAP SPLICE 4'-0" MIN. 4 NAIL w/ I6d a 6" O.C. STAGGERED. TYPICAL FLOOR FRAMING CONNECTION SCALE: I" = 1'-0" 2x JOIST PER PLAN 8d a 4" D.C. /7-3/4" SUBFLOOR 2x BLOCKING w/ A35 FRAMING ANCHOR TO TOP PLATE. SHEATHING 4 NAILING PER PLAN OR SCHEDULE. 2x FRAMING PER PLAN. (BEAM AT SIM.) FRAMING AT INTERIOR SHEAR UJALL 62.0 SCALE: I” : 1'-0” SHEATHING 4 NAILING PER PLAN OR SCHEDULE. SPLICE TO OCCUR ON COMMON MEMBER OR BLOCKING. MSTC HOLDOWN PER PLAN I� I JOIST PER PLAN LUS210 HANGER BEAM PER PLAN SHEAR UJALL FRAMING AT BEAM I6d a 16" O.C. SOLE PLATE NAILING. 8d a 6" D.C. UNO �3/4" SUBFLOOR SCALE. 1" = I'-0" I6d a 16" D.C. SOLE PLATE NAILING. 8d a 6" D.C. UNO 3/4" SUBFLOOR JOIST PER PLAN BEAM PER PLAN SHEAR UJALL FRAMING AT FLUSH BEAM SCALE: I" = 1'-0" SHEATHING 4 NAILING PER PLAN OR SCHEDULE MSTC HOLDOWN PER PLAN LUS24 HANGER BY TRUSS SUPPLIER A ge yyy (2) ROWS I6d a 4" O.C. SOLE PLATE NAILING - STAGGER 8d a 6" O.C. UNO 3/4" SUBFLOOR JOIST PER PLAN LUS210 HANGER BEAM PER PLAN (lo SHEAR UJALL FRAMING AT FLUSH BEAM ..2. j SCALE: I" = I'-0" SHEATHING 4 NAILING PER PLAN OR SCHEDULE I6d a 8" 0.C. SOLE PLATE NAILING. 8d a 6" 0.C. UNO " SUBFLOOR JOIST PER P BEAM PER PLAN SHEAR UJALL FRAMING AT FLUSH BEAM SCALE: I" = 1'-0" FOR CODE COMPLIANCE APPROVED AN Nov 2 0 2013 City of Tukwila BUILDING DIVISION DBL 2x TOP PLATE HDR PER PLAN. I••' TRIMMER STUD(S) KING STUD LSTA STRAP PER PLAN. CENTER ON TRIMMER OR KING STUD. (TYP) 2x SILL PLATE • r 1/2" RATED SHEATHING 4 NAILING PER SCHEDULE. 3x BLOCKING (TYP) • SHEAR UJALL FORCE TRANSFER DETAIL SCALE: I" = 1'-0" AC POST CAP (ALT. Ix4 GUSSET EA SIDE w/ (6) 8d ) 4x4 PT POST (4x6 AT SPLICE) MAB ANCHOR (ALT. A34 ANCHOR TWO SIDES) S" FTG PER PLAN —\> FINISH GRADE 3/4" SUBFLOOR 2x BLOCKING as/ JOIST PER PLAN /%. /// + + J OD IS" MIN. 12" MIN. • 13 FLOOR FRAMING AT CRAWL SPACE SCALE: I" = 1'-0" RECEIVED CITY OF TUKWILA AUG 022013 PERMIT CENTER LSTA24 STRAP (FAR SIDE) 2x TOP PLATE HDR PER PLAN. EXTEND OVER PANEL TO KING STUD. 10'-0" MAXIMUM TOP OF STEM WALL ELEV. VARIES STI -014 HOLDOWN UNO. NAIL SHEATHING TO HDR 7-w/ 8d a 3" 0.C. EACH WAY. FASTEN TOP PLATE TO HEADER mow/ (2) ROWS I6d AT 3" 0.C. • (2) 2x STUDS (TYP.) 4x BLOCKING a MIDDLE 24" IF REQUIRED. • • • 1/2" RATED SHEATHING (24/0 EXP I). �:—NAIL w/ (2) ROWS 8d a 3" O.C. AT . ` PANEL EDGES. IL • err— (2) 2x PLATE. (NAIL 5HT'G TO EA PLATE) 2x PT SILL (2) 5/84 ANCHOR BOLT w/ MIN. 1" EMBEDMENT 4 3" x 3" x 14" GALVANIZED IE WASHER. FOUNDATION PER PLAN. MIN. 8" THICK STEM WALL w/ 04 BAR HORIZ. TOP 4 BOTTOM. PORTAL FRAME PANEL SCALE: NONE b 4212s, COPYRIGHT 2013, SEGA ENGINEERS g ISSUE FOR PERMIT & Civil Consulting Engineers CO • ed 0 b, 0 co coo 'a" w as o • CO CO CO CO 22939 SE 292nd Place c� J 4 IIII Q 0/ U 52 JOB 09-059 40, 2x STUD PER PLAN. USE MINIMUM (2) 2x STUD 6 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. 12"M X. I'-6' MIN 2'-6" MAX. 8" I I6d a 16" O.C. SOLE PLATE NAILING. �3/4" SHEATHING ANCHOR BOLT w/ 3"x3"x1/4" WASHER. SEE SCHEDULE FOR SIZE 4 SPACING.USE 5/8"4 AT 60" O.C. U.N.O. 2x PT SILL AR - HORIZ. STND I-IOLDOWN PER PLAN. L BAR 6 24" O.C. - VERT. 4 BAR CONTINUOUS /-8"( 1'-4" 1 FOUNDATION AT CRAWL SPACE 52y SCALE: I" = 1'-0" 2x STUD PER PLAN. USE MINIMUM (3) STUDS 6 HOLDOWNS.. SHEATHING 4 NAILING PER SCHEDULE HDUS HOLDOWN PER PLAN. SEE SUPPLIER PRODUCT GUIDE FOR INSTALLATION DETAILS. 3/4" SUBFLOOR JOIST PER PLAN. NOTE: SEE TYPICAL FOOTING DETAIL FOR ITEMS IN COMMON. 2x PT SILL w/ ANCHOR BOLT 4 3" x 3" x 1/4" GALVANIZED 11-2" PLATE WASHER. 1/8"P A36 ROD w/ DBL NUT #16"x3"x3"WASHER ASSEMBLY 02 HDU HOWDOUN ' FOUNDATION 52.1 SCALE: I" = I'-0" SHEATHING 4 NAILING PER PLAN OR SCHEDULE 2x PT GILL w/ ANCHOR BOLT 43"x3"xl%WASHER PER PLAN OR SCHEDULE. USE 5/8"4 6 60" O.C. MIN. 6" MIN.. FINISH GRADE OR SLAB ON GRADE STND HOLDOWN PER PLAN 1'-6" MIN. r 4 4 8" 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" SLAB ON GRADE OVER FMIN. 6 MIL VAPOR BARRIER a n 4 < a M BAR - HORIZ. *4 LBAR a 24" O.C. - VERTICAL 04 BAR CONT. C52i) FOUNDATION AT SLABON GRADE SCALE: I" = 1'-0" STEM WALL 21-0" 4 SII A CONTINUOUS FTG. REINFORCEMENT 11-0" MINIMUM A 2 MAX. STEPPED FOOTING DETAIL SCALE: I" = 1'-0" MSTC40 HOLDOWN. ALIGN WITH EMBEDDED STND TYPE HOLDOWN BELOW. SHEATHING 4 NAILING PER PLAN. SPLICE TO OCCUR ON COMMMON MEMBER OR BLOCKING SHEATHING 4 NAILING PER PLAN. MATCH WALL ABOVE U.N.D. 16d a 16" O.C. SOLE PLATE NAILING. �3/4" SUBFLOOR (3) 8d JOIST -TO -TOP PLATE UN.O. MAINTAIN MIN. V/2" END DISTANCE. FINISH GRADE 18" MIN 2 x 6 STUD a 16" O.C. USE DBL STUD 6 ENDS OF SHEAR WALLS 4 HOLDOWNS. 10' -0" MAX. 2x NAILER AND PT SILL w/ 543") ANCHOR BOLT 4 3" x 3" x 1/4" WASHER AT 5'-0" O.C. U.N.O. (ALT. MASA 6 48" O.C.) STI -IID TYPE HOEDOWN PER PLAN. #4 BAR a I0" O.C. - HORIZ. 21-0" "4 MBAR a 16" O.C. - VERT. MAXIMUM FINISH GRADE • 11-4" I8" #4 BAR CONTINUOUS MINIMUM /–(TYP.) CRIPPLE WALL UJITIH BACKFILL FOUNDATION CODE COMPLIANCE APPROVED NOV 2 0 2013 City of Tukwila a BUILDING DIVISION cie) aL a) w 22939 SE 292nd' Place m 0 CO CO • H 0 CO CO Co 0 co p 13259 RECEIVED CITY OF TUKWILA. AUG 022013 PERMIT CENTER COPYRIGHT 2013, SEGA ENGINEERS STRUGTUiRAL DiTAfl 6 52D1 JOB 09-059