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HomeMy WebLinkAboutPermit D13-086 - PONCIN RESIDENCE - NEW SINGLE FAMILY RESIDENCEPONCIN RESIDENCE 14911 58 AV S D13-086 City of/Tukwila • Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 llnspection Request Line: 206-431-2451 Web site: http://www.TukwilaWA.gov COMBINATION PERMIT - NEW SINGLE FAMILY Parcel No.: 8687800055 Address: 14911 58 AV S TUKW Project Name: PONCIN RESIDENCE Permit Number: D13-086 Issue Date: 05/16/2013 Permit Expires On: 11/12/2013 Owner: Name: CHANCE MARY CAROLINE Address: 14915 58TH AVE S , TUKWILA WA 98168 Contact Person: Name: HAROLD PONCIN Address: 13037 OCCIDENTAL AV S , BURIEN WA 98168 Email: NOT PROVIDED Contractor: Name: Address: Phone: 206-334-7258 H P CONSTRUCTION Phone: 13037 OCCIDENTAL AV , SEATTLE WA 98168 Contractor License No: HPCON**099NH Expiration Date: 12/21/2013 Lender: Name: HAROLD PONCIN Address: 13037 OCCIDENTAL AV S , BURIEN WA 98168 DESCRIPTION OF WORK: CONSTRUCT NEW 2929 SQ FT SINGLE FAMILY RESIDENCE WITH 691 SQ Fr ATTACHED GARAGE PUBLIC WORKS ACTIVITIES INCLUDE: LAND ALTERING, EROSION CONTROL, STORM DRAINAGE, SANITARY SIDE SEWER, WATER, DRIVEWAY ACCESS, TRAFFIC CONTROL, AND STREET USE. TRAFFIC CONCURRENCY. TRANSPORTATION IMPACT FEE. Value of Construction: $375,851.50 Type of Fire Protection: SPRINKLERS Type of Construction: Electrical Service Provided by: PUGET SOUND ENERGY Fees Collected: $18,205.91 International Residential Code Edition: 2009 Occupancy per IBC: 22 ***continued on next page*** nia_nQa crinmr• 11F_1a_9ns Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: Y Fire Loop Hydrant: Flood Control Zone: Hauling: Land Altering: Landscape Irrigation: Moving Oversize Load: N Number: 0 N Size (Inches): 0 N Start Time: End Time: Y Volumes: Cut 100 c.y. Fill 75 c.y. N N Start Time: End Time: Sanitary Side Sewer: Y Sewer Main Extension: N Private: Public: Storm Drainage: Y Street Use: Y Profit: N Non -Profit: N Water Main Extension: N Private: Public: Water Meter: Y Permit Center Authorized Signature: I hereby certify that I have read and ex ned governing this work will be complied with wh Date: his permit and know the same to be true and correct. All provisions of law and ordinances ther 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 ant authorized to sign and obtain this development permit and agree to the conditions attached to this permit. Signature: Print Name: g7/714,i 5 4 Date: This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. PERMIT CONDITIONS: 1: ***BUILDING DEPARTMENT CONDITIONS*** 2: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the Building Official. 3: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431-3670). 4: All permits, inspection records, and approved plans shall be at the job site and available to the inspectors prior to start of any construction. These documents shall be maintained and made available until final inspection approval is granted. 5: When special inspection is required, either the owner or the registered design professional in responsible charge, shall employ a special inspection agency and notify the Building Official of the appointment prior to the first building inspection. The special inspector shall furnish inspection reports to the Building Official in a timely manner. 6: A final report documenting required special inspections and correction of any discrepancies noted in the inspections shall be submitted to the Building Official. The final inspection report shall be prepared by the approved special inspection agency and shall be submitted to the Building Official prior to and as a condition of final inspection approval. 7: Subgrade preparation including drainage, excavation, compaction, and fill requirements shall conform strictly with the recommendations given in the soils report. Special inspection is required. doc: IBC-SF7/10 D13-086 Printed: 05-16-2013 8: Truss shop drawings shall be provided vWhe shipment of trusses delivered to the job WIYuss shop drawings shall bear the seal and signature of a Washington State Professional Engineer. Shop drawings shall be maintained on the site and available to the building inspector for inspection purposes. 9: All construction shall be done in conformance with the approved plans and the requirements of the International Building Code or International Residential Code, International Mechanical Code, Washington State Energy Code. 10: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 11: All wood to remain in placed concrete shall be treated wood. 12: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 13: Manufacturers installation instructions shall be available on the job site at the time of inspection. 14: 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. 15: 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. 16: 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. 17: 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. 18: 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. 19: 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). 20: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206-431-3670). 21: 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. 22: ***PLUMBING AND GAS PIPING*** 23: No changes shall be made to applicable plans and specifications unless prior approval is obtained from the Tukwila Building Division. 24: All permits, inspection records and applicable plans shall be maintained at the job and available to the plumbing inspector. 25: All plumbing and gas piping systems shall be installed in compliance with the Uniform Plumbing Code and the Fuel Gas Code. 26: No portion of any plumbing system or gas piping shall be concealed until inspected and approved. 27: 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. 28: 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. 29: 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. 30: Piping through concrete or masonry walls shall not be subject to any load from building construction. No plumbing J.-. ion CL'7N r1 n�z_naa Prinfoii• nc.-1R_9n14 piping shall be directly embedded in concr or masonry. 31: All pipes penetrating floor/ceiling asseiun ies and fire -resistance rated walls or partitions shall be protected in accordance with the requirements of the building code. 32: 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. 33: 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. 34: The applicant agrees that he or she will hire a licensed plumber to perform the work outlined in this permit. 35: 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. 36: ***PUBLIC WORKS DEPARTMENT CONDITIONS*** 37: 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. 38: PRIOR TO ISSUING THIS PERMIT OWNER/APPLICANT SHALL SIGN W/NOTARY AN SAO HOLD HARMLESS AGREEMENT. OWNER/APPLICANT SHALL RECORD THE AGREEMENT AT THE KING COUNTY RECORDERS OFFICE (OR) PAY THE CITY FOR THE FULL COST OF RECORDING. 39: Work affecting traffic flows shall be closely coordinated with the Public Works Inspector. Traffic Control Plans shall be submitted to the Inspector for prior approval. 40: 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. 41: Flagging, signing and coning shall be in accordance with MUTCD for Traffic Control. Contractor shall provide certified flagmen for traffic control. Sweep or otherwise clean streets to the satisfaction of Public Works each night around hauling route (No flushing allowed). Notify City Inspector before 12:00 Noon on Friday preceding any weekend work. 42: Any material spilled onto any street shall be cleaned up immediately. 43: A copy of the Certificate of Insurance Coverage (minimum of $2,000,000 naming the City of Tukwila as additionally insured). 44: A bond in the amount of 150% x cost of work within the Public right-of-way, made out to the City of Tukwila for possible property damages caused by activities. 45: 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. 46: PRIOR TO ISSUANCE OF THIS BUILDING PERMIT; OWNER/APPLICANT SHALL PROVIDE A COMPLETED TRAFFIC CONCURRENCY CERTIFICATE APPLICATION AND PAY $300.00 UNDER PUBLIC WORKS PERMIT NO. C13- . 47: Temporary erosion control measures shall be implemented as the first order of business to prevent sedimentation off-site or into existing drainage facilities. 48: 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. 49: The Land Altering Permit Fee is based upon an estimated 100 cubic yards of cut and 75 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. 50: From October 1 through April 30, cover any slopes and stockpiles that are 3H: IV or steeper and have a vertical rise of 10 feet or more and will be unworked for greater than 12 hours. During this time period, cover or mulch other disturbed areas, if they will be unworked more than 2 days. Covered material must be stockpiled on site at the beginning of this period. Inspect and maintain this stabilization weekly and immediately before, during and following storms. 51: From May 1 through September 30, inspect and maintain temporary erosion prevention and sediment at least monthly. All doc: IBC-SF7/10 D13-086 Printed: 05-16-2013 disturbed areas of the site shall be permane. stabilized prior to final construction approv- 52: Driveways shall comply with City residential standards. Driveway width shall be a 10' minimum and 20' maximum. Slope shall be a maximum of 15%. 53: PAVEMENT MITIGATION FEE APPLIES TO THIS PERMIT (IF THE PAVEMENT IS OPEN CUT) BASED ON yy' x yy' = yyy sq. ft. @ $y.yy PER sq. ft. = $y,yyy = $y,yyy.yy. AS PART OF PUBLIC WORKS FINAL, PUBLIC WORKS INSPECTOR WILL MEASURE PAVEMENT CUT, FOR FINAL PAVEMENT MITIGATION FEE CALCULATIONS. 54: The City of Tukwila has an undergrounding ordinance requiring the power, telecommunications, and cable service lines be underground. 55: Owner/Applicant shall contact the local postmaster regarding location of mail box installation. Location of mail box installation shall be coordinated with Public Works. 56: ***FIRE DEPARTMENT CONDITIONS*** 57: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 58: An approved automatic fire sprinkler extinguishing system is required for this project. (City Ordinance #2327) 59: All new sprinkler systems and all modifications to existing sprinlder systems shall have fire department review and approval of drawings prior to installation or modification. New sprinlder systems and all modifications to sprinlder systems involving more than 50 heads shall have the written approval of Factory Mutual or any fire protection engineer licensed by the State of Washington and approved by the Fire Marshal prior to submittal to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance No. 2327). 60: 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) 61: Adequate ground ladder access to rescue windows shall be provided. Landscape a flat, 12' deep by 4' wide area below each required rescue window. 62: Maximum grade for all projects is 15%. 63: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2327 and #2328) 64: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 65: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575-4407. 66: ***PLANNING*** 67: Prior to final approval, the applicant shall have issued a tree clearing permit and comply with all terms and conditions of the permit. a inr CC -7/4n nlz_naa orinlui4• (IRA a_)A11 CITY OF TUKW'A Community Develop Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.TukwilaWA.gov � n t Combination thit No. 10 i - n Project No.: Date Application Accepted: S_ t 3 Date Application Expires (For"ofce 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: lL q Xx St King Co Assessor's Tax No.: U -6Dd 7U l.,_.S T „,u ;'. c./ tri . :PROPERTY .OWNER Name: 140`- 6s lC O r1C n Name: ay -6 ear\C( (1 • S Address: )3037 occ,d0_fi�� ii,rt_s _ City: kirl^ State: y Zip: (IR6 r CONTACT PERSON - person -receiving all project . communication Name: 140`- 6s lC O r1C n Address: '_ S_ 13x3 Address: 130 37 d CC i'c-RAsa- 11'- • S City: istA.-tom State: tAiA Zip: 9 kflppt Phone:Q�\33t-f _ 7a % seFax: (,�SOCP q 6 -S, (6 Email:(( Email: GENERAL CONTRACTOR INFORMATION Company Name: .� , Co ri5irtS`01/4.0- oil� Address: '_ S_ 13x3 7 5 i,- j 1 i -e . City:6,,,, (±_, _,--, State: Zip:Q ,. Phone:7�:sax: 0�(F)3t-I c�a`6., _57/ l 8, Contr Reg No.: 2N �xp Date: Tukwila Business License No.: ARCHITECT OF RECORD Name Company Name: 400.h. 4._ 4s coc i .,a+cs Architect Name: - lach Address: I/ ((ALI N go -,15± CityState: .t n.,, City: 1/.' , State: _ Zlp94 v33 Phone: 51X.), p_y/i7 Fax: Ziplen5 Email: ,ENGINEER OF,RECORD Name Company Name: u(3/K.4- A.0S Addre s: /31)5 7 Engineer Name: (-f.ff d i L `/ l CityState: .t n.,, Address:thO City: rss_eyv1,_\ Statt: iA3P Ziplen5 Phone: /� )�.� s(6 x: L Email: LENDER/BOND ISSUED (required for projects $5,000 -or greater per RCW 19.27.095) Name 6 J _, V Addre s: /31)5 7 arc-c,t.o- e.r..A.,,,L,,,,,,xj Lij,. CityState: .t n.,, f 1 Zip: `�j,��0% l i, / /X /x"75 H:\Applicauons\Forms-Applications On Line\2011 Applications\Combination Permit Application Revised 8-9-11.docx Revised: August 2011 bh 44-7, Gor Page 1 of 4 PROJECT INFORMATION — Valuation of project (contractor's bid price): $ ,�aU 6 c _ ? Scope of work (please provide detailed information): — r �/ �S r' del 1 reS l.rdQ5 ('-k_ DETAILED BUILDING INFORAMTION PROJECT FLOOR AREAS PROPOSED SQUARE FOOTAGE Basement 151 floor 2nd floor k3\-1 Garage carport ❑ to l Deck — covered ❑ uncovered ❑ Total square footage Per City of Tukwila Ordinance No. 2327, all new single family homes are required to have an automatic fire sprinkler system installed in the home. Please contact the Tukwila Fire Department for more information - 206-575-4407. EQUIPMENT AND FIXTURES= INDICATE NUMBER OF EACH TYPE OF FIXTURE TO BE INSTALLED AS PART OF YOUR PROJECT. MECHANICAL: Value of mechanical work $ —ST <-6(. ,. furnace <100k btu thermostat emergency generator PLUM BING: Value of plumbing/gas piping work $ 2 fuel type: ❑ electric IX gas appliance vent ventilation fan connected to single duct wood/gas stove water heater (electric) other mechanical equipment O � D bathtub (or bath/shower combo) dishwasher lavatory (bathroom sink) water heater (gas) bidet floor drain Z sink lawn sprinkler system H:\Apphcattons\Forms-Applications On Lme\2011 Applications\Combination Permit Application Revised 8-9-11.docs Revised: August 2011 bh clothes washer shower water closet gas piping outlets Page 2 of 4 • PUBLIC WORKS PERMIT INFOR Scope of work (please provide detailed information): Call before you Dig: 811 ;Please refer to Public Works Bulletin,#1 for fees and estimate sheet.. WATER DISTRICT .. Tukwila ❑ ...Water District #125 ❑ .. Letter of water availability provided SEWER DISTRICT .. Tukwila 0 .. Sewer use certificate SEPTIC SYSTEM: 0 ..On-site septic system 0... Highline ❑ ...Valley View ❑... Renton ❑ ...Letter of sewer availability provided ❑ .. Renton 0 .. Seattle — 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): 0 .. Civil Plans (Maximum Paper Size — 22" X 34") ❑ .. Technical Information Report (Storm Drainage) 0... Geotechnical Report ❑ .. Bond 0... Insurance 0... Easement(s) 0...Maintenance Agreement(s) ❑ ...Hold Harmless — (SAO) ❑ ...Hold Harmless — (ROW) PROPOSED ACTIVITIES (MARK BOXES THAT APPLY): 0 .. Right -Of -Way Use - Potential disturbance ❑...Construction/Excavation/Fill - Right -of -Way...❑ ❑ .. Total Cut ❑ .. Total Fill ❑ .. Sanitary Side Sewer ❑ .. Cap or Remove Utilities ❑ .. Frontage Improvements 0 .. Traffic Control Cubic Yards Cubic Yards -or- Non Right -of -Way.. ❑ 0... Work In Flood Zone 0... Storm Drainage 0... Abandon Septic Tank ❑ ..Trench Excavation 0...Curb Cut ❑ .. Utility Undergrounding 0... Pavement Cut ❑ .. Backflow Prevention - Fire Protection ❑... Looped Fire Line Irrigation Domestic Water 0 .. Permanent Water Meter Size " WO # ❑ .. Residential Fire Meter Size " WO # 0 .. Deduct Water Meter Size ❑ .. Temporary Water Meter Size " WO # ❑ .. Sewer Main Extension Public ❑ - or - Private 0 ❑ .. Water Main Extension Public 0 - or - Private ❑ FINANCE INFORMATION — THIS INFORMATION IS REQUIRED TO BE FILLED OUT WHEN REQUESTING WATER OR SEWER SERVICE Fire line size at property line 0 .. water 0 .. sewer MONTHLY SERVICE BILLING TO: number of public fire hydrant(s) 0 .. sewage treatment Name: Day Telephone: Mailing Address: City State Zip WATER METER REFUND/BILLING: Name: Day Telephone: Mailing Address: City State Zip H:\Applications\Forms-Applications On Line \2011 Applications\Combination Permit Application Revised 8-9-11.docx Revised: August 2011 bh Page 3 of 4 PERMIT APPLICATION NOTES = LICABLE TO ALL PERMITS IN THIS OLICATION - Value of construction — In all cases, a v ue of construction amount should be entered by tne applicant. This figure will be reviewed and is subject to possible revision by the permit center to comply with current fee schedules. Expiration of plan review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. PROPERTY OWNER UR`A THO IZED A9ENT: Signature: Date: Print Name: I- CAX-0 r\ Ci n Day Telephone: Mailing Address: 1303 7 OC. ( ck /Q. - / City H:Wpplications\Forms-Applications On Line \201 1 Applications\Combination Permit Application Revised 8-9-1 I.docx Revised: August 2011 bh State Zip Page 4 of 4 • BULLETIN A2 40 TYPE C PERMIT FEE ESTIMATE 111 PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION PW may adjust estimated fees PROJECT NAME g r i' I j,Q f 61„ r� vv PERMIT # If you do not provide contractor bids or an engineer's estimate with your permit application, Public Works will review the cost estimates for reasonableness and may adjust estimates. 1. APPLICATION BASE FEE 2. Enter total construction cost for each improvement categor ; Mobilization / Erosion prevention Water/Sewer/Surface Water rrI li, f) r Cl f) $250 (1) Road/Parking/Access A. Total Improvements 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) 24+s- 5. Enter total excavation volume Enter total fill volume /0° cubic yards cubic yards $ 2A4-5% Use the following table to estimate the grading plan review and permit fee. Use the greater of the excavation and fill volumes. 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 1 s 1 10,000, PLUS $24.50 for each additional 10,000 or fraction thereof. 100,001 — 200,000 $269.75 for 1sT 100,000, PLUS $13.25 for each additional 10,000 or fraction thereof. 200,001 or more $402.25 for l s r 200,000, PLUS $7.25 for each additional 10,000 or fraction thereof. GRADING Plan Review and Permit Fees (4) TOTAL PLAN REVIEW AND APPROVAL FEE DUE WITH PERMIT APPLICATION (1+4+5) $ 51g 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 01.01.13 k•N= o 9 (0 RECEIVED CITY OF TUKWILA MAR 1 2 2013 PERMIT CENTER BULLETIN A2 W 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) $ 2445% (6) 7. Pavement Mitigation Fee (--rp 12,6— tYh^/ -)6i») $ (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. QUANTITY IN CUBIC YARDS RATE 50 or less $23.50 ✓ 51 —100 $37.00 101 — 1,000 $37.00 for lst 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 01.01.13 2 fc04) K- Tt (Ftc 4110 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* D. Water Meter - Water only* E. Water Meter - Temporary* * Refer to the Water Meter Fees in Bulletin Al Total A through E 00 $ (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 $ / Z 97 z Z I. Other Fees $ 6o d DS Z2 C Total A through I $ 302 ; ,t (10) (A3).& (1) e- t LiAT-►CF c-c>Ncv1Ni 3aD NDE� Plu P6-QynC/3— DUE WHEN PERMIT IS ISSUED (6+7+8+9+10) $ 10 ' 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 01.01.2013 -12.31.2013 Total Fee 0.75 $625 1/4-v $6005 $6630 / 1 .i $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 01.01.13 Temporary Meter 0.75" $300 2.5" $1,500 3 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Fax: 206-431-3665 Web site: http://www.TukwilaWA.gov Parcel No.: 8687800055 Address: 14911 58 AV S TUKW Suite No: Applicant: PONCIN RESIDENCE RECEIPT Permit Number: D13-086 Status: ISSUED Applied Date: 03/12/2013 Issue Date: 05/16/2013 Receipt No.: R13-01786 Initials: User ID: LAW 1632 Payment Amount: $35.00 Payment Date: 06/03/2013 03:35 PM Balance: $0.00 Payee: HAROLD PONCIN TRANSACTION LIST: Type Method Descriptio Amount Payment Credit Crd VISA Authorization No. 103537 ACCOUNT ITEM LIST: Description 35.00 Account Code Current Pmts FILING & RECORDING FEES 000.341.200.00.00 35.00 Total: $35.00 doc: Receiot-06 Printed: 06-03-2013 • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Fax: 206-431-3665 Web site: http://www.TukwilaWA.gov Parcel No.: 8687800055 Address: 14911 58 AV S TUKW Suite No: Applicant: PONCIN RESIDENCE RECEIPT Permit Number: D13-086 Status: APPROVED Applied Date: 03/12/2013 Issue Date: Receipt No.: R13-01638 Initials: JEM User ID: 1165 Payment Amount: $15,274.12 Payment Date: 05/16/2013 10:36 AM Balance: $0.00 Payee: H.P. CONSTRUCTION TRANSACTION LIST: Type Method Descriptio Amount Payment Check 3635 15,274.12 Authorization No. ACCOUNT ITEM LIST: Description Account Code Current Pmts BUILDING - RES CASCADE WATER ALLIANCE FIRE IMPACT FEES MECHANICAL - RES PARK IMPACT FEES PLAN CHECK - WATER METER PLUMBING - RES PW LAND ALT PERMIT FEE PW LAND ALT PLAN REVIEW PW PERMIT/INSPECTION FEE STATE BUILDING SURCHARGE TRAFFIC IMPACT FEES WATER CONNECTION WATER INSPECTION FEE WATER INSTALLATION (DEP) WATER TURN -ON FEE 000.322.100 640.237.500 90830402.5000.5304.XXXXX 000.322.102.00.00 90330109.5000.5301.XXXXX 000.345.830 000.322.103 00.00 000.342.400 000.345.830 000.342.400 640.237.114 104.345.840 00.00 401.379.002 401.342.400 401.245.100 401.343.405 Total: $15,274.12 3,748.40 6,005.00 922.00 189.00 1,426.00 10.00 252.00 37.00 23.50 244.50 4.50 1,297.22 100.00 15.00 950.00 50.00 'Inr• DerninM_nR City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Fax: 206-431-3665 Web site: http://www.TukwilaWA.gov Parcel No.: 8687800055 Address: Suite No: Applicant: PONCIN RESIDENCE RECEIPT Permit Number: D13-086 Status: PENDING Applied Date: 03/12/2013 Issue Date: Receipt No.: R13-01017 Payment Amount: $2,931.79 Initials: WER Payment Date: 03/12/2013 02:35 PM User ID: 1655 Balance: $4,439.40 Payee: HP CONSTRUCTION TRANSACTION LIST: Type Method Descriptio Amount Payment Check 3804 2,931.79 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: $2,931.7.9 2,436.79 250.00 245.00 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:. ---)Type OffCt �] of Inspectippn: I— i .N>r4 L.--- �Address: Address: , 111 , I 4 S AV 6e Date Called:. Special Instructions: • Date Wante: / Z f p / --5 a�rr • p.m. Requester: Phone o6 3 3- 7 s 6. Approved per applicable codes. Corrections required prior to approval. COMMENTS: 6) 6 A S -- 0 G%yvk Q llto. 1 Date: ))._?..), REI SPECTION FEE REQ IRED. Prior to rt inspection, fee must. be ai at 6300 Southcenter vd., Suite 100. Call to schedule reinspection. OltZ: INSPECTION NO. INSPECTION RECORD Retain a copy with permit PERMIT N0. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit inspection Request Line (206) 431-2451 Projeet, rOkia10 Roc Type offInspectior}: ,=►c•i k (I) G 4,42.."36- il-p P foie' cf Address- i, S � AV S Date Called: 3l kodC rus NA — li-pp ed.iei SpecialalInstructions: Date Wanted: r i -NP /id (..k/ •t �P ,- Alz,p /Ale c./ a.m: Requester: • Phone No: .7_06-31i1 7 ., a -le ElApproved per applicable codes. Corrections required prior to approval. COMMENTS: p . (I) G 4,42.."36- il-p P foie' cf T 7 t-- 1 0 0, a I J t t 1, — A.4 A Q -ie f 3l kodC rus NA — li-pp ed.iei r i -NP /id (..k/ •t �P ,- Alz,p /Ale c./ i) 6 tK .. e ,a l t - 4', - 4.0,70tie ( c 0.__,. ' ,_ . t. _- — ., a -le 10 CT; le Ci 0A k_ kic4S t w A"7 SPECTION FEE REQ IRED. Prio to next inspection, fee must be p iii at 6300 Southcenter lvd.. Suite 00. Call to schedule reinspection. Date: /0 -2 4/ (2) INSPECTION NO. INSPECTION RECORD , ©�`ix� Retain a copy with permit PERMIT NO. 1 CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 431-2451 Proje c Lr, k.i,s- Typ of Intpggctio n: bU, Lo ;146 R",i Address: (i4 t( "TL (S ---- Date Called: Special Instructions: /AstAi Date Wanted: a.m. p.m. Requester: A 1L-,3 M (( / ,/1 e._7:\a. Phone No: ElApproved per applicable codes. Corrections required prior to approval. COMMENTS: '1 H-e.M'L of - i,JA SA1 r - 'a e:o ,,) '17/..)_S eA-P pezvel /4( J ,Ls -' .. c 4.1t-- 4.€.4-1,'‘A/ `� Aee 0 A AU6 l) l 1 /AstAi r (_ 4- —e -a iJ�/A- qo .�}c /n2� OAF- c e.._ L-..1 r^ A 1L-,3 M (( / ,/1 e._7:\a. i 77 Inspector: Date: li �/ n REINSPECTION FEE REQUIRED Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. CCtl to schedule reinspection. tz- 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: , (nL fl,,N% (mss Type nspection: r , ruit-t A4�.r Address 5 1 /f / Ave. Date Called: Special Instructions: Date Wanted: ©� `� �t3 p.m. Requester: Phone 0 6 3 39 -1 2.--5& go Approved per applicable codes. Corrections required prior to approval. /f COMMENTS: sl Inspector: Date: n REINSPECTION FEE RE UIRED. Pri o next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 1 00. Call to schedule reinspection. 4 if 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 Pro.'. % D Q(� ['Approved Inspection: TYP f Ai / Address: 1401 (I ck`-A VL - Date Called: Sp tial Instrut ions: Date Wanted: (O 2.( 'm. (.3 . P:m. Requester: Phone No:' .-,V 2 - —72-5452 Approved per applicable codes. Corrections required prior to approval. j COMMENTS: (67) kA--1A_GE if . F L. esC� S (P - GU I' _S -e er i Ik-rkft es1T/A i\-1— LOA ("11' ( (A ck Inspctor: , , / 7 RED. f rio to next inspection. fee must be d..•Suit 100. Call to schedule reinspection: 9 n REINSPECTION -FEE paid at 6300.Southcenter Bl Date: . t.p I INSPECTION NO. INSPECTION RECORD Retain a copy with perini PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 431-2451 Projecj �" oAr, Ke Type f‘lnspectio Address: �,, Date Called: Special Instructions: Date Wanted: ----11...m., lQ —Z (.`I3 p.m. Requester: Phone No: 749 3 34 27 2. 5g Approved per applicable codes. Corrections required prior to approval. COMMENTS: 7-J p(J6 In R A -A > e)U Date: 1�—'Lt-13.. REINSPECTION FEE REQUIR ePri o next inspection. fee'must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD / Retain a copy with permit,, t - �9C INSPECTION NO. PERMIT NO. CITY .OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 y''"(206) 431-3670 Permit Inspection Request Line (206) 431-2451 p ote e,t Type of Inspect Address: t1 -lett cP AO 5 Date Called: Special Instructions: Date Wanted: _ a. 7_ z> - ice a Requester: Phoneg b.-334- ? ZJ() Approved per applicable codes. Corrections required prior to approval. COMMENTS: 41/19-/ /Ili kjrda. t Z ECTION FEE REQUIR D. Prior to next' i spection, fee must e at 6300 Southcenter Blv .. Suite 100. Call to schedule reinspection. re) 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: PON 0.11Q S Type of Inspection: 1,0igt l I L6\i52,/ L - Address: 1 IA Cl 1 1 59011/ Date Called: Special Instructions: Date Wanted: a.m. 13-1 am Requester: Phone No: C. -33t/- ?Z5 7 EApproved per applicable codes. El Corrections required prior to approval. COMMENTS: nspe fet. i Date: REIN ECTIQN FEE R UIRED. Prior to next inspection: fee must be paid t 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTIO 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 137 3 - 0�1�, Pro' t: F -'0 K101.1 1`C Type of Inspe tion:_ - x" 04 Address* `tomDate i 1461 I 5S'-4-�I - Called: -- RIA61.7 1 6-3 Special Instructions: Date Wantedi ^n .rp ., aha. Requester: Phone No: Approved per applicable codes. El Corrections required prior to approval. COMMENTS: RArV'v lAD-A-IkSH�fte P2 � Inspeor: A. C ate: 7- a') 3 REI PECTION FEE R QUIRED. Prior to next speetion fee must be pa' . at 6300 Southcent Blvd., Suite 100. Ca to schedule reinspection. . „r, INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 SouthcenterBlvd., #100, Tukwila. WA 98188 F (206) 431-3670 Permit Inspection Request Line (206) 431-2451 D1 -3-02)(A Pro'ect: fF(l-;R"1r/9L ?t'r1%/ro?4tcY5 7-10-7( P1f-C q7%' Type of Inspection: (2) /AJ(lf/GP 60LiS /??/i'?7" (3e e(),.'.)1,;,, Address: Ix -ICA( \ S A u Date. Called: 4/5 ve4J/-& Sit li. Gc.Jr9 //S AJ • -f if.N A r?OSnr✓ra Special Instructions: 9..%/1/5c> .. .. 6221 /3AAc,r'(— Ai() -6 Date Wanted: a. 169w te R � ' S d8n? P/ e" ,? / Requester: f NS? /c/ri)e)ALIi.�5PF'% 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 bOa() Prj ect: Type of Inspection: i'A 111, t. , S'c 4 -t- D --,i L 1 S c, Address: Date Called: • 3 Special Instructions: Date Wanted: a.m. Requester: Os ► it '. Q b\tc-I - I tV (6%wO i f+ 1/11 I A)-- Phone No: 0P-334-- 72.5(3 Approved per applicable codes. Corrections required prior to approval. COMMENTS: CDi--:LPx. Cierfo,vgo-o0-3 -Co,/ 110-t(-Jr0-./ ifc_,---/ i'A 111, t. , S'c 4 -t- D --,i L 1 S c, rue PIAo .14.15jO,'-f Aw Ah'i " 4 • 3 r to -1 Alm-t.t t A 4, 0 ►, f,/JSP Os ► it '. Q b\tc-I - I tV (6%wO i f+ 1/11 I A)-- 3 t aF ki-; . b,e3-7-1 I! _k. Lde. r spe or: • AA.x-c.., El .ai Date: 17 SPECTION FEE REIUIRED. Prior to ext inspection. fee must be at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 36 0 Permit Inspection Request Line (206) 431-2451 d.r Pro'ect: 1•.)C1 ^.r Typ of Inspection: / "` KCAJ (t-1 —2-- IN Address: ILiCIIl 58 iLw Date Called: Special Instructions: Date Wanted:li— 1.--- p.m. Requester: Phone No: D—D (=r— 33 Li — 725 B Approved per applicable codes. LCorrections required prior to approval. COMMENTS: (.D DSV Goo Inspec ANth-f ) Date: PECTION FEE REQUIRED. Prior to nexk inspection, fee must be at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 5 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 e_ (206) 431-3670 Permit Inspection Request Line (206) 431-2451 3-09 Pr ' t:Type ►telO 1 NI '. ec-� of Inspection: WA 1 ( S H A-1-1-1 1,%.36= AddL — I t G `Instructions: `) Date Called: Special Date Wanted: Requester: Phone No: -y-� )fL, - 3a4 '1253 EiApproved per applicable codes. �J Corrections required prior to approval. COMMENTS: P A 1) EY 1e a✓ SI.Pe-11)±, fstiii✓ e/J1V _ 4ppr�% Qatej, ) b _ 13 NSPECTION FEE REQ RED. Prior to n xt inspection, fee must be id at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 x(206) 431-3670 Permit Inspection Request Line (206) 431-2451 �t3-ov. Project: i o n C' /V �nspe Uon:C Typr of,{Inspection: I , r- J t A� Addreesss: jjj` -1'i. f A u atf Date C• Specia Instructions: Date Wanted: aa.m.7- F•- 1 t 3 p.m. Requester: Phone No: Zo v 33-1,-'72.5? Approved per applicable codes. ElCorrections required prior to approval. . COMMENTS: 0 (--v)�(�PR. ti Ins ector: Date 1 3 n REINSPECTION FEE REUIRE i • to next inspection. fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD , Retain a copy with permit. INSPECTION0. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 1-- (206) 431-367 Permit Inspection Request Line (206) 431-2451 ]r3 --O G Proj t: �� Type of Inspection:, Addres : 14g11' 7L AUL Date Called: Special Instructions:. . -/- Date Wanted."" i -aim_ G- 1-7--(3 p.m. Requester: P):779Nti; , ..... 3 4 .......77._......3._ pproved per applicable codes. Corrections required prior to approval. COMMENTS: 0) -S ; NJ V--. A.A S �. ekTeX Inspe� or: 4. Date -7 REINSPECTION FEE REQUIRD:'Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 • (206) 431-3670 Permit Inspection. Request Line (206) 431-2451 INSPECTION RECORD Retain a copy with permit:0( 3-0 PERMIT NO. Proje t Pc1'\ /t$ TypeofIns ection: t - t_,✓..6 .>A`4.. Address: Tt I4 S << 58 4A - Date Called: Special Instructions: Date Wanted:, (.Q (° _ .43...11:6. p.m. Requester: Phone No. 33S4 --":7 2-5 ?20 (0 Approved per applicable codes. LJ Corrections required prior to approval. 4 COMMENTS: Inspector: Dat n REINSPECTION FEE REQUIRED. Prior,to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit 1 - 0 Vo INSPECTfON N0. PERMIT N0. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 431-2451 Proj ct: ` t,A/ G, dype SES, cri. Tof Inspection: �"j v N`r':ZO Ai Address,: 14 .4`( Er {� U Date Called: Special Instructions: Date Wanted: J / •� mr 10 — (p ..� 0 P.m. Requester: Phone No: —324 —1-7 228 EApproved per applicable codes. Corrections required prior to approval. COMMENTS: i Inspect i\: t(.4 r k, c . Cs- --)--5 Datg: n 12EINSPECTION FEE REQ IRED. Prior to n xt inspection, fee must be aid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 Viz (206) 431-3670 Permit Inspection Request Line (206) 431-2451 r3—os?lel Proj S4), N /}ks ` K a Al < < !C. - `� 4i...-- Type9.CInspectioq:4 ot Address: f[ �`""tt 9 11 s 8 Avg -- Vg -- Date Called: Special Instructions: Special r 3 I—cC:Y;,A-Iv - ,qpp/0%.4t7si Date Wanted:`*3 ! r 3 - p.m. P• Requester: Phone':IA ` _334--'7258 'Approved per applicable codes. Corrections required prior to approval. COMMENTS: 6) G e.) i eeill cite Do i Li ,,i -p -,c( =,- 3 1- r 3 I—cC:Y;,A-Iv - ,qpp/0%.4t7si spec `` q 1 P Dat _ I NSPECTION FEE REQ�IRED. Prior to next inspection, fee must be id at 6300 Southcenter lvd., Suite 100. Call to schedule reinspection. INSPECTION, RECORD Retain a copy with permit IN 3-08d INSPECTION.NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 ,r7•, (206) 431-3670 Permit Inspection Request Line (206) 431-2451 Prot �J�e .i R E..c- Type o sc1 - 1.tQ C.. 2,/7-/--, 8 ?it) ?/,1 (PP AI « S• AuS Date Called: Special Instructions: Date Wanted:. — 3 I_ (3 a.m. p.m. Requester: Phone No: �•�/ _ ao4-33'1-[ZG 0 Approved per applicable codes: ElCorrections required prior to approval. COMMENTS: 2,/7-/--, 8 ?it) ?/,1 (PP C) Z SR- Z/ /1J4 rte, vv 5 J AJ iD/ //fit / _3) /'c9 o i 7dk/ 4 ( e—.1 p/,--7- /11/ •t, ? / S �j o Pfa /1 j?,- PUS' % _w \ (nspepfo Date: R5 NSPECTION FEE REQUIRED. Prior to next inspection, fee must be aid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. rl •1,•-) COMMENTS: INSPECTION -RECORD Retain a copy with permit INSPECTION NO. PERMIT NO.. CITY OF TUKWILA BUILDING.D_IVISION 6300 Southcenter Blvd., #100, Tukwila. WA98188 (206) 431-3670 Permit Inspection Request Line (206) 431-2451 Pr ject: Type of Inspec Qn _ , ,- Address:/Lc 1 I • Y Date Called. aS-/i3 Special Instructions: ` A j \\ t �� C ('�,�. ' r" )1A5+ ; In �d�--- � T Date Wanted:. • • ‘14,r-i7.vv Requester•` n - ` 4t)tPitBne No: ` DDU -� ,t ti -"7 'S. QApproved per applicable codes. • Corrections required prior to approval. FWAlez, DA'? - Pr,1tJ,o't F [hided .- F i -k d Fr v;l e d o to lid co i, „ Inspector: 2S n REINSPECTION FEE REQUIRED. Prior to next inspection; fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection INSPECTION NO.. INSPECTION RECORD Retain a copy with permit -D13 - 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 ' - OfIc 0 sifkiy e Type of Inspection: D Date Called: ak%//3 Ad ress: / P,'11 5k ,Pe 5 Special Instructions: • Date Wanted: va13o//3 a.m. p:m) nester: LA 40 c, 12" ¢ 4-vr evi k l R -in V ► ct Phone N : riser -kc - fie_' di toe.,_ 4 0 t f i i ii -y COP I, c4 -S Approved per applicable codes. • El Corrections required prior to approval. COMMENTS: f _...,Type .` cB Se 1).;141-1 rte, drit.u,6LY p -n k cu 0 l cur -6 . (r,'` puce` hooked • LA 40 c, 12" ¢ 4-vr evi k l R -in V ► ct riser -kc - fie_' di toe.,_ 4 0 t f i i ii -y COP I, c4 -S pr�t/c/li"-n 414. c ( ,'r or► -i sii7k-ir j1 t our - e fnI. Plain . C Mu d de 1.. up 4n 6 1' ,Sf cold nrds . OK- • 40 bock...; ri . Inspector: Date: S/...c) /(3 n REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit 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 Pro0c©nC4 ,n 4 A 4�tl,'q ! �e Type of Inspectio S S Address: iel Date Called: s I /2,7 1)3 Speial Instructions: Date Wanted:. il i 1 "VJ I i� �mii P.m. Requester: T tv i p111C t_p r5 .74-0 ry r n CocrP rmed O of <Pp. 0 (L- -0 Phone No: _ 0)C --.C(1? ► so( Y iii ae...k.-Ci 11. • V. Ward aApproved per applicable codes. Corrections required prior to approval. COMMENTS: PUL SPiL 3S- 5rO& 5ewer i ,4#- ((.eci pe -r c k of- T K -" (c, /o( or d 5 . 1(,J -fir fec,- -lei!` (S .74-0 ry r n CocrP rmed O of <Pp. 0 (L- -0 Y iii ae...k.-Ci 11. • V. Ward 4 )ct - r olt--(-el realf% 7- 2-f14 • e j Inspector: 93 Date: 73/2-g %i3 n' REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit 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 Proje . 0( VL IFP31denc e Type of Inspection: 1ihri P Addre P/111 // K >/eS Date Called: 57 Idyll 3 Special Instructions: Date Wanted: 07# 5143 1 a.m. -m. • Requester. • YDi4�1,10e I /') Phone No: Lyi Approved per applicable codes. Corrections required prior to approval. COMMENTS: U.eed 'Io- 3?j(late, Ur) -1-4(�I ec e. Ct na( bc<cr14-Fi (( cc rofAncA vvie-ke.-c 601( rior- 501+(n1 Inspector: Date: 717y 1f3 REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. rINSPECTIONIRECORD .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 Projekt: - --K)/Y6 lit: I444y e Type of Inspection: Gorr 1�'' Address: - -I 9//58 i�' 00 R Date Called: 0-7/o.;k-113 _ Special Instructions t )`Ler" 4y1 o 'eV:, ( w 7.re S : " d (d Date Wanted:. a.m. 07/ 3%/3 '.m� Requester: (d ai c i' -l. Phone No: 6. 33Vse. Approved per applicable codes. COMMENTS: lCorrections required prior to approval. -MsLkev Sox no t- ern car ,k . r r-eal Cote - 1/1f1 -0 v fan ,MIA "ti MI 6AP 46 Lao ili2ilitzAc),1 0 (J bir4 A 44 U /tom D ( r� Inspect/���/l!f 1-110iNi Dat i�' 00 R REINSPECTION -FEE REQUIRED. Prior to next inspection, fee must be paid at.6300-Southcenter Blvd., Suite 100. Call to schedule reinspection. Z INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit 13-5-Ik-(3 PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206-575-4407 Project:Type Ali y N yrfie- 1 /VA of Inspection: S-Pr1,.kkt.,` Address: Suite #: N9 i l 5.':).4-1" Q S . Contact Person: Special Instructions: Z Co 95., Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: /VA Sprinklers:--- /oS Fire Alarm: o q -1— SFRI t. (9_4_-?,,- c_ lam- -tt ./4— Z Co 95., — Z Aas-- jr1Ns )— SPS i N.Az e"._ --k--;rn ali (-/Q Permits: C.Se of Occupancy Type:.". ) --k-f- . 4 ' c6— ‘.."-Er.9..,.,-L... ,-- 1 0 c.- CC— 0 v.i"- -g, r cyr-,,IL.02.-, 1i L.f) G(9A_ c6.9 ( C (3,r -c.,:- re v a.Jt" 4- 5 of -r) Needs Shift Inspection: /VA Sprinklers:--- /oS Fire Alarm: o q Hood & Duct: Monitor: A./,a Pre -Fire: . Permits: Occupancy Type:.". i Inspector: �,-- ,,,i.75,7- Date: /2/i-, 3 Hrs.: , 0 $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 6/11/10 T.F.D. Form F.P. 113 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit p a3'0 133--/93 PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206-575-4407 Project: VI/ n 04- T1 Type of Inspection: /-/c1t'01tc7 '' ( /e/ • Address: ' Suite #: I f (gj A 5 Contact Person: Special Instru ions: Phone No.: Approved per applicable codes. Corrections required priorsto approval: COMMENTS: Sprinklers: Fire Alarm: "` 'rit./If Monitor: 0 — 0 ' - .f Q _tv Cic 'e/ rid.-• ., yr 2 Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: i 'ef- $100.00 Gm 4 y / Date: 7��, b Hrs.: 40---" ,40------ $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 • 1 T.F.D. Form F.P. 113 WHEN RECORDED, RETURN TO: City Clerk City of Tukwila 6200 Southcenter Boulevard Tukwila, WA 98188 1111110111111 ?911,911,009.9,09 PAGE -001 OF 004 07/15/2013 07:28 KING COUNTY, WA Grantor: Harold Poncin, an individual Grantee: The City of Tukwila, a Washington municipal corporation Legal Description (Abbreviated): A Portion of the SE 1/4 of the NW '/a, Sec. 23, T. E., WM. Full Legal Description: Lot 11 of Tri -Vista Terrace, according to the Plat thereof Volume 53 of Plats, Page 28, records of King County, Washington. Assessor's Tax Parcel ID Numbers: 868780-0055 23 N., R. 4 recorded in SENSITIVE AREA COVENANT AND HOLD HARMLESS AGREEMENT This covenant and hold harmless agreement is entered into between Harold Poncin, an individual, ("Grantor), and the City of Tukwila, a Washington municipal corporation ("Grantee"). RECITALS WHEREAS, Grantor owns and has applied for necessary permits to develop certain real property (the "Property") legally described above. WHEREAS, a portion of the Property contains sensitive areas and the Property is adjacent to sensitive areas of potential geologic instability (potential slide areas). WHEREAS, as a condition of the issuance of short subdivision approval, land use permits, and/or construction permits for the Property, the Grantee required the Grantor to execute and record this "Sensitive Area Covenant and Hold Harmless Agreement" to hold the City of Tukwila harmless from all loss incurred as a result of any landslide or seismic activity, or soil disturbance. Page 1 of 4 WHEREAS, Grantor assumed this obligation in order to obtain said Building permit approval under Building permit no. D13-086 for the Property. WHEREAS, the parties agree that this agreement constitutes an arms length, bargained - for agreement, which includes a waiver of liability that runs with the land for risks created by the proposed use of property because of the shape, composition, location or other characteristic unique to the Property sought to be developed. NOW, THEREFORE, the parties agree as follows: AGREEMENT 1. In consideration of Grantee issuing development permits, which constitutes good and valuable consideration, the receipt of which and the sufficiency of which the Grantor hereby acknowledges, the Grantor shall defend, indemnify, and hold the Grantee, its officers, officials, employees, agents, and assigns harmless from any and all claims, injuries, damages, losses, or suits, whether brought by grantor or third parties, including all legal costs and reasonable attorney fees, arising out of or in connection with any injuries or damages to persons or property caused in whole or in part by any landslide or seismic activity or soil disturbance on the Property, legally described above. 2. Grantor on its own behalf and on behalf of its heirs, successors and assigns hereby waives any right to assert any claim against the Grantee, its officers, officials, employees, agents, and assigns for any loss, or damage to people or property either on or off the site resulting from any landslide or seismic activity or soil disturbance on said Property by reason of or arising out of the issuance of the permit(s) by the City for development on said Property except only for such losses that may directly result from the sole negligence of the City. 3. Grantor will inform its successors and assigns of said Property that the Property is in an area of potential geologic instability (potential slide area), of the risks associated with development thereon, of any conditions or prohibitions on development imposed by the City of Tukwila, and of any features in this design which will require maintenance or modification to address anticipated soils changes. 4. Grantee's inspection or acceptance of any of the Grantor's construction or other work either during construction or when completed shall not be grounds to avoid any of these covenants of indemnification. 5. This covenant and hold harmless agreement shall be a covenant running with the land and the rights and obligations contained herein shall run with and burden the Property, including each parcel comprising the Property and shall inure to the benefit of and be binding upon the Grantor and Grantee, their successors and assigns. Page 2 of 4 IN WITNESS WHEREOF, said individuals have caused this instrument to be executed this / (.e . day of 12cbe-v , 2013. Property Owner Authorized Signature STATE OF WASHINGTON) )ss. County of King ) I certify that I know or have satisfactory evidence that Harold Poncin is the person who appeared before me, and said individual acknowledged that he signed this instrument and acknowledged it to be his free and voluntary act for the uses and purposes mentioned in this instrument. Dated 1(IR? r'e/ `2 71)� NotaryPublic in and for the State of�in on ashington at My appointment expires bC ^ ` 5 Page 3 of 4 DATED thisjhl day of rn, 2013. GRANTEE: CITY OF TUKWILA test/Authenticated: 0 Approved As to Form: C/L1 Ve City Clerk City Attorney STATE OF WASHINGTON ) ) ss. County of King ) On this ,)-k,yt14 day of r 4-` , 2013 , before me, the undersigned, a Notary Public in and for the State o'Washington, duly commissioned and sworn, personally appeared Jim Haggerton, known to me to be the Mayor of CITY OF TUKWILA, the municipal corporation that executed the foregoing instrument, and acknowledged it to be the free and voluntary act of said municipal corporation, for the uses and purposes mentioned in this instrument, and on oath stated that he was authorized to execute said instrument. WITNESS my hand and official seal hereto affixed the day and year above written. _M•0ryx""14 4. itiaosiorkait pT to(j4147:44411Alb AS t y C.kn.ty m- Flo)t print name• -t/e NOTARY P LIC in and for t State of Wa hington, resting at r 5 14,16 .0,, c)14 Page 4 of 4 20 N W 20 40 SCALE IN FEET VERIFY WITH SITE CONDITIONS CO C.;‘, O� 1 WE T 180.00' 60 CB IN CURB LINE 230' N. OF N. PROP. LINE. LOCATED BY HAL PONCIN, FEB. 5, 2013. 96' - 4" ROOF LEADER MIN. SLOPE = 1% A 6 N ;,8, oP� / sE �))` [Z� chP"H 1 0 1 I 1 1 L.. = ' 15' 1 1 1� $.O.W. = 11' 1 'AO.W. = 19' 1 1 BI.O.W. = 15' 1 1 T.b.W. = 219' 1 1 B O.W. = 221' 1 N\ 1 1 rn 2 5' 19' • 205.4 These plans have been reviewed by the Public Works Departrn nt for conformance with current City standards. cceptance is subject to errors and omissions which do not authorize violations of adopted standard or ordinances. The responsibility for the adequacy of the design rests totally with the designer. Additiorls, deletions or revisions to these drawings after this date will void this acceptance and wd1'require a resubmittal of revised drawings for subsequent approval. Final acceptance s subject to field inspection by the Public Works' utilities inspector. Date: �x Cl By: to light pole° (i)w 208.0 .; iiF 208.0 208.0 N CO 60.00' N (J N 40.00' concre o9r0X p • GL power vau .hone vault 1" ef-/cyt NEW ' WATER SERVICE TO PROPOSED HOUSE BY DEVELOPER. INSTALL TYPE 1 CB WITH SOLID LID AROUND EX. 12" CONC. SD. RIM = 204.8. I.E. NEW 6" E. = 202.5. I.E. 12" = 200.8 (VERIFY). WEST 180.00' APPRO . LOCA - water rt. -16110'N SS SERVICE TO LOT ting House #14915 37' - 4" ROOF LEADER MIN. SLOPE = 1% CONNECT 4" HOUSE SAN SEWER TO EX. SEWER STUB 1 30 LF OF 6" PERF. PVC PIPE IN CENER OF 24" WIDE X 18" DEEP PEA GRAVEL INFILTRAION TRENCH. MIN. SLOPE = 4%. WRAP PEA GRAVEL IN MIRAFI NON -WOVEN FABRIC TO PREVENT ROOT INSTRUSION. MAY 15 2013 PROJECT BENCH MARK. RIM OF CB. ELEV. 202.9 VICINITY MAP - NOT TO SCALE RECEIVED MAR 14 2013 TUKvviLA PUBLIC WORKS RECEIVED C/ITY OF TUKWILA MAR 1 2 2013 PERMIT CENTER 086 CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 Prescriptive Energy Code Compliance for Single Family and Duplex Housing: Zone 1 Project•Information • Contact :. The W r gateai Plan 2929 Gary Nsh,, Nash i Associates (425182841:11x101.7 gary@Nsh Ato iteets.com. This set of has been developed to assist permit applicants documenting compliance with the Washington State Energy Code,: (2009 edition). Thisset is for structures built under the IRC and located in Climate Zone 1. The following forms provide much of the required documentation for plan review:: The details noted here. must also be shown on the drawings (WSEC 104.2). This form isnot a substitute for the energy code itself. To obtain a copy of the energy codia— go to the following web address. http://www.energy.wsu.edu/code Option Glazing Areai°: % of Floor Glazing U -Factor Door 9 U -Factor Ceiling' Vaulted Ceiling 3 Wa1l12 Above Grade Wall into Below Grade Wall ext4 Below Grade Floors Slabb on Grade Vertical Overhead i 0 1 13% 0.34 0.50 0.20 R-49 or R-38 Adv. R-38 R-21 Int.7 R-21 TB R-10 R-30 R-10 2' QQ II 25% 0.32 .0.50 0.20 R-49 or R-38 Adv. R -38R-10 R-21 R-21 R-30 R-10 2' 0 III Unlimited 0.30 0.50 0.20 R-49 or R-38 Adv. R-38 R-21 Int.7 R-21 TB R-10 R-30 R-10 2' See WSEC table 6-1 for footnotes _ Glazing Schedule Attached to Document LJ and not apply. (SEE INSTRUCTIONS) Using Prescriptive Option III. All glazing and doors meet maximum U -factor. Alternate heating size method submitted. ❑ Option 1 or II, Glazing to floor area limit (WSEC 602.7.2) ❑ Area weighted window, skylight or door U -factor (WSEC 602.7.2) 0 As part of the heating system sizing calculation (IRC M1401.3 & WSEC 503.2.2) Radiant slab: ❑ R-10 foam insulation, continuous with thermal break (WSEC 502.1.4.9) Chapter 9 Options Total of 1 Credit Required Opt. Opt. Description la High Efficiency HVAC Equipment 1 1 b High Efficiency HVAC Equipment 2 lc High Efficiency HVAC Equipment 3 2 High Efficiency HVAC Distribution System 3a Efficient Building Envelope 1 3b Efficient Building Envelope 2 3c Super -Efficient Building Envelope 3 4a Air Leakage Control and Efficient Ventilation 4b Additional Air Leakage Control and Efficient Ventilation 5a Efficient Water Heating 5b High Effieciency Water Heating .. 6 Small Dwelling Unit . 7 Large Dwelling Unit. 8. Renewable Electric. Energy Total .Credits WSEC Prescriptive Worksheet (2010 edition) Zone 1 RECEIVED CITY OF TUKWILA MAR 1 2 2013 PERMIT -CENTER 1.0 0 REVIEWED FOR CODE COMPLIANCE APPROVED MAY 15 2013 City of Tukwila BUILDING DIVISION *1200 kwh 1.00 WSUEEPIO-010 Copyright 2010 Glazing Schedule. Project Jnformation The .Wyngate:II 'Plan 2929 Conditioned Floor Area Sum of All Glazing Areas From Below Glazing to Floor Area Ratio Exterior Doors Plan ID Component Description . Contact.lnfonriation . Gary Nash - & Associates (425).828.4117 x101 2929 436 14.89% gary@Nash-Architects.com Sum of UA for Heating System Sizing 602.7.2 Exception Ratio (not to exceed 1 %) 147.9 Door Percent Width Height Glazing Door Door Ref. U -factor Glazed . Qt. Feet Inch Feet inch Area Area Sum of Glazing Area, Door Area, and UA (do not include exempt door) Area Weighted U = UA/Area Sum of Area and UA for Heating system size only (include exempt door) Vertical Glazing (Windows, Glazed doors using Exception 602.6 #1) Plan Component Glazing ID Description Ref. U -factor Codel fiberglas door - to garage 40.0 0.200 35.0 1 2 ; 8 6 8 1 17.8 3.6 Slider 32.0 0.320 6 Slider 5 0.320 15 Slider 24.0 0.320 6.0 Slider 4 0.320 4 Slider 2 0.320 Single Hung 0.320 4 Fixed 4 0.320 1 Fixed 0.320 Fixed 4 0.320 4 Transom 1 0.320 One Exempt Swinging Door < 24 Square Feet 0.200 2 1 3 8 Sliding Glass Door 24.0 4.8 Sum of Glazing Area, Door Area, and UA (do not include exempt door) Area Weighted U = UA/Area Sum of Area and UA for Heating system size only (include exempt door) Vertical Glazing (Windows, Glazed doors using Exception 602.6 #1) Plan Component Glazing ID Description Ref. U -factor • WSEC Prescriptive Worksheet (2010 Edition) Width Height Qt. Feet Inch Feet Inch 17.8 3.6 0.20 1 41.8 8.4 26 Slider 40.0 0.320 35.0 Slider 8 0.320 5 Slider 1 0.320 64.0 Slider 32.0 0.320 6 Slider 5 0.320 15 Slider 24.0 0.320 6.0 Slider 4 0.320 4 Slider 2 0.320 Single Hung 0.320 4 Fixed 4 0.320 1 Fixed 0.320 Fixed 4 0.320 4 Transom 1 0.320 Sidelight 0.320 2 2 1 Sliding Glass Door 0.320 2 1 6 1 6 8 • WSEC Prescriptive Worksheet (2010 Edition) Width Height Qt. Feet Inch Feet Inch 17.8 3.6 0.20 1 41.8 8.4 26 23.04 40.0 6 35.0 1 8 9.60 5 8.00 1 7 64.0 5 32.0 1 6 1.92 5 5.12 15 2.56 24.0 5 6.0 1 4 3.84 4 6 2 8 4 2 4 4 1 .2 3 1 4 4 1 2 4 6 2 2 1 3 2 2 1 6 1 6 8 Sum of Area and UA Area Weighted U = UA/Area Glazing Area UA 72.0 23.04 40.0 12.80 35.0 11.20 30.0 9.60 25.0 8.00 18.0 5.76 64.0 20.48 32.0 10.24 6.0 1.92 16.0 5.12 8.0 2.56 24.0 7.68 6.0 1.92 12.0 3.84 48.0 15.36 436.0 139.52 0.32 WSUEEP10-010 Copyright 2010 Overhead Glazing . Plan , Component ID. Description . Glazing Ref. Doube Glazed Garden Windows Section 602.7.2 Exception Plan Component ID Description Width ., Height Qt. Feet. Jnch Feet iocn. Sum of Area and UA Area Weighted U = UA/Area Width Height Qt. Feet Inch Feet inch Sum of Area Sum of Area X 3 (This total is automatically included in the glazing area total.) Glazing UA for Heating System Size Only = Area X 0.63 • • WSEC Prescriptive Worksheet (2010 Edition) Area • UA WSUEEP10-010 Copyright 2010 Simple Heating System Size: Climate Zone 1 Project Information The Wyngate II Plan..2929 Indoor Design Temperature Outdoor Design Temperature Design Temperature Difference (AT) AT = Indoor- Outdoor Design Temp Conditioned Floor Area Conditioned Volume Glazing Copy Sum of UA from Glazing Schedule Attic R-49 R-38 Advanced U -Factor X 0.027 0.026 Single Rafter or Joist Vaulted Ceilings U -Factor X Area 0.027 70 21 49 2929 31770 148 Area = 1613 141 R-38 Vented Above Grade Walls R-21 Floors U -Factor X Area 0.056 R-30 2988 U -Factor X Area 0.029 Below Grade Walls 2' Depth Walls 3.5' Depth Walls 7' Depth Walls U -Factor X 0.042 0.041 0.037 Slab Below Grade 2' Depth 3.5' Depth 7' Depth 1754 Area F -Factor X Length 0.59 0.64 0.57 Slab on Grade R-10 2' perimeter R-10 Full - Heated F -Factor X Length 0.54 0.55 Sum of UA Envelope Heat Load Sum of UAXAT Air Leakage Heat Load ((Volume X 0.6) X AT) X .018)) Building Design Heat Load Air Leakage + Envelope Heat Loss Building and Duct Heat Load If ducts are located in unconditioned space: Sum of Building Heat Loss X 1.15 If ducts are located in conditioned space: Sum of Building Heat Loss X 1 Maximum Heat Equipment Output 150% Building and Duct Heat Loss X 1.50 Contact Information Gary Nash - Nash & Associates • .... (425) 828-4117 x101' gary@Nash-Architects.com UA 43.6 3.7 UA UA 167.3 UA 50.9 UA UA UA 413 20251 16813 37064 37064 WSEC Prescriptive Worksheet (2010 Edition) 55596 Btu / Hour Btu / Hour Btu / Hour Btu / Hour Btu / Hour WSUEEP10-010 Copyright 2010 ?aLE COPV Dennis IIVL BU Iujce9 P E. M.S.C.E., M.B.A. i Geotechnical / Civil Engineer April 22, 2013 Mr. Harold Poncin 13037 Occidental Ave. S. Burien, Washington 98169 Subject: Geotechnical Evaluation — Foundation Recommendations Proposed New Residence at 14911 58th Ave. S. Tukwila, Washington City of Tukwila Project No. 013-086 This engineering report presents the results of a geotechnical evaluation of the Poncin property at 14911 58th Ave. S., Tukwila, Washington. This evaluation was required due to City of Tukwila concerns, regarding slope stability and excavation issues. REVIEWED FOR CODE COMPLIANCE APPROVED MAY 15 2013 City of Tukville BUILDING DIVISION REFERENCES: O Property Survey by Schroeder o Proposed new house plans by Nash & Associates, dated March 8, 2013 o City of Tukwila Correction Letter No. 1, dated April 11, 2013 o Site photographs by D. Bruce, P.E., dated April 15, 2013 BACKGROUND: The overall property at 14911 58th Ave. S., Tukwila, Washington is rectangular in shape with approximately seventy-two feet (72') of frontage (along 58th Ave. S.), and approximately one hundred eighty feet (180') of depth. See topographic survey. trees. Currently, the lot is not developed, and contains grasses, shrubs, and a few Visual evaluation of the overall property revealed no evidence of any geotechnical distress:i no slides, no soil tension cracks, nor any evidence of any erosional degradation. 11 SOILS FOUNDATIONS SITE DEVELOPMENT INSPECTION DRAINAGE DESIGN & PERMIT LEGAL. P.O. Box 55502 Shoreline, Washington 98155 (206) 546-9217 dbrucepe©gmail.com RECEIVED CITY OF TUKWILA SAY 0 7.2013 PERMIT CENTER CO13RECYVON ‘3.10(C3 Mr. Harold Poncin Re: 14911 58th Ave. S., Tukwila April 22, 2013 Page 2 The rear portion (westerly) contains a medium slope (see topographic map for gradation). This engineer understands that Mr. Poncin proposes to construct a new single family residence in the easterly portion of the overall lot. The proposed house will incorporate normal construction techniques (modest cuts and fills), as well as landscaping rockeries, as indicated on the architect plans. EVALUATION: In order to augment the existing site geotechnical information, three (3) soil test holes were dug by this engineer in the locations indicated on the site plan. All test holes revealed similar sub grade conditions, namely: 0" to 6" Lawn, organics, roots, and organic silt 6" to 14" ; Medium dense silty sands 14" to 38" (bottom of test holes) Dense native silty sand with occasional gravels No groundwater was encountered in either of the three test holes. All test hole walls remained vertical and stable. No sloughing or caving occurred. CONCLUSIONS / RECOMMENDATIONS: Based on the findings of this investigation, and experience with similar sites in the area, the Poncin property at 14911 58 Ave. S., Tukwila, Washington is aeotechnically approved for the proposed new single family residence, subject to the following: O Standard reinforced continuous and spread footings. Allowable bearing pressure: 2,000 p.s.f. o Equivalent fluid pressure of 35 p.c.f. is recommended for any retaining wall design provided drainage zone is inspected and verified by this engineer. o For retaining wall design, use friction factor of 0.55 and passive pressure of 350 p.c.f. o Geotechnical inspections by this engineer prior to any foundation concrete placement. Mr. Harold Poncin Re: 14911 58th Ave. S., Tukwila April 22, 2013 Page 3 The proposed structure can be supported on conventional continuous and spread footings bearing on undisturbed native soils or on structural fill placed above native soils. See the later sub -section entitled General Earthwork and Structural Fill for structural fill placement and compaction recommendations. Continuous and individual spread footings should have minimum widths of eighteen (18) and twenty-four (24) inches, respectively,' and should be bottomed at least eighteen (18) inches below the lower adjacent finish ground surface. Depending on the final site grades, some over -excavation may be required below footings to expose competent native soils. Unless lean concrete is used to fill the over excavated hole, the width of the over -excavation at the bottom must be at least as wide as the sum of two times the depth of the over -excavation and the footing width. For example, an over -excavation extending two feet below the bottom of a three-foot wide footing must be at Ieeast seven feet wide at the base of the excavation. Footings constructed according to the above recommendations may be designed for an allowable soil bearing pressure of two thousand (2,000) pounds per square foot (p.s.f.). A one-third increase in this design bearing pressure may be used when considering short-term wind or seismic loads. For the above design criteria, it is anticipated that totallpost-construction settlement of footings founded on competent, native soils (or on structural fill up to five (5) feet in thickness) will be about one-half inch, with differential settlements on the order of one-quarter inch. NOTE: The bearing capacity of 3,000 p.s.f. applies to over -excavated and backfill conditions. Footings placed on native soils may be designed for 2,000 p.s.f. Lateral loads due to wind or seismic forces may be resisted by friction between the foundations and the bearing soils, or by passive earth pressure acting on the vertical, embedded portions of the foundations. For the latter condition, the foundations must either be poured directly against undisturbed soil or the backfill placed around the outside of the foundation must be level structural fill. We recommend the following design values be used for the foundation's resistance to lateral loading: Parameter Design Value Coefficient of Friction 0.55 Passive Earth 'Pressure 350 p.c.f. Where: (1) p.c.f. is pounds per cubic foot. (2) Passive earth pressure is computed using the equivalent fluid density. Mr. Harold Poncin Re: 14911 58th Ave. S., Tukwila April 22, 2013 Page 4 We recommend that a safety factor of at least 1.5 be used for design of the foundation's resistance to lateral loading. SLABS -ON -GRADE: Slab -on -grade floors may be supported on undisturbed, competent native soils or on structural fill. The slabs may be supported on the existing soils provided these soils can be re -compacted prior to placement of the free -draining sand or gravel underneath the slab. This sand and gravel layer should be a minimum of four (4) inches thick. We also recommend using a vapor barrier such as 6 -mil. plastic membrane beneath the slab with minimum overlaps of 12 inches for sealing purposes. PERMANENT FOUNDATION AND RETAINING WALLS: Retaining walls backfilled on one side only should be designed to resist lateral earth pressures imposed by the soils retained by these structures. The following recommended design parameters are for walls less than twelve (12) feet in height, which restrain level backfill: Parameter Design Value Active Earth Pressure* Passive Earth Pressure Coefficient of Friction Soil Unit Weight Where: 35 p.c.f. 350 p.c.f. 0.55 125 p.c.f. (1) p.c.f. is pounds per cubic foot (2) Active and passive earth pressures are computed using equivalent fluid densities. * For restrained walls which cannot deflect at least 0.002 times the wall height, uniform lateral pressure of one hundred (100 p.s.f. should be added to the active equivalent fluid pressure). The values given above are to be used for design of permanent foundation and retaining walls only. An appropriate safety factor should be applied when designing the walls. We recommend using a safety factor of at least 1.5 for overturning and sliding. The above design values do not include the effects of any hydrostatic pressures behind the walls and assume that no surcharge slopes or loads will be placed above Mr. Harold Poncin Re: 14911 58th Ave. S., Tukwila April 22, 2013 Page 5 walls. If these conditions exist, then those pressures should be added to the above lateral pressures. Aso, if sloping backfill is desired behind the walls, then we will need to be given the wall dimensions and slope of the backfill in order to provide the appropriate design earth pressures. Heavy construction equipment should not be operated behind retaining and foundation walls within a distance equal to the height of the wall, unless the walls are designed for the additional lateral pressures resulting from the equipment. Placement and compaction of retaining wall backfill should be accomplished with hand -operated equipment. Retaining Wal l Backfill Backfill placed within eighteen (18) inches of any retaining or foundation walls should be free -draining structural fill containing no organics. This backfill should contain no more than five (5)j percent silt or clay particles and have no particles greater than four (4) inches in diameter. The percentage of particles passing the No. 4 sieve should be between twenty-five (25) and seventy (70) percent. Due to their high silt content, if the native soils are used as backfill, a drainage composite, such as Mirafi and Enkadrain, should be placed against the retaining walls. The drainage composites should be hydraulically connected to the foundation drain system. The purpose of these. backfill requirements jis to assure that the design criteria for the retaining wall is not exceeded because of a build-up of hydrostatic pressure behind the wall. The subsection entitled General Earthwork and Structural Fill contains recommendations regarding placement end compaction of structural fill behind retaining and foundation walls. EXCAVATION AND SLOPES: At the time of this investigation and report (April 22, 2013), it is understood that no lower level is proposed for the new residence. Hence, excavation depths will be nominal (less than four feet). In no case should excavation slopes be greater than the limits specified in local, state and national government safety regulations. Temporary cuts up to a height of four (4) feet deep in unsaturated soils may be vertical. For temporary cuts having a height greater than four (4) feet, the cut should have an inclination no steeper than 1:1 (Horizontal:Vertical) from the top of the slope to the bottom of the excavation. Under specific recommendations by the geotechnical engineer, excavation cuts may be modified for site conditions. All permanent cuts into native soils should be inclined no Mr. Harold Poncin Re: 14911 58th Ave. S., Tukwila April 22, 2013 Page 6 steeper than 2:1 (H:,V). Fill slopes should not exceed 2H:1 V. It is important to note that sands do cave suddenly, and without warning. The contractors should be made aware of this potential hazard. Water shouldnot be allowed tallow uncontrolled over the top of any temporary or permanent slope. All permanently exposed slopes should be seeded with an appropriate species of vegetation to reduce erosion and improve stability of the surficial layer of soil. DRAINAGE CONSIDERATIONS: Footing drains are recommended at the base of all footings and retaining walls. These drains shouldIbe surrounded brat least six (6) inches of one -inch -minus washed. rock wrapped in nonfwoven geotextile filter fabric (Mirafi 140N, Supac 4NP, or similar material). At the highest point, the perforated pipe invert should be at least as low as the bottom of the footing and it should be sloped for drainage. All roof and surface water drains must be kept separate from the foundation drain system. No groundwater was observed in any of the three test holes during the fieldwork. Seepage into the planned excavation is possible, and likely if excavation occurs during winter months, and ifjencountered should be drained away from the site by use of drainage ditches, perforated pipe, French drains, or by pumping from sumps interconnected by shallow connector trenches at the bottom of the excavation. The excavation of the site should be graded so that surface water is directed off the site and away from the tops of slopes. Water should not be allowed to stand in any area where foundations, slabs, or pavements are to be constructed. Any exposed slopes to be covered with plastic to minimize erosion. Final site grading in areas adjacent to buildings should be sloped at least two (2) percent away from the building, except where the area adjacent to the building is paved. GENERAL EARTHWORK AND STRUCTURAL FILL: The proposed building and pavement areas should be stripped and cleared of all surface vegetation, all; organic matter, and other deleterious material. The stripped or removed materials should not be mixed with any materials to be used as structural fill. Structural fill is tlefined as any fill placed under the building, behind permanent retaining or foundation walls, or in other areas where the underlying soils needs to support Toads. This engineer should observe site conditions during and after excavation prior to placement of any structural fill. Mr. Harold Poncin Re: 14911 58th Ave. S., Tukwila April 22, 2013 Page 7 All structural fill should be placed in horizontal lifts with a moisture content at or near the optimum moisture content. The optimum moisture content is that moisture content which results in the greatest compacted dry density. The moisture content of fill soils is very important and must be closely controlled during the filling and compaction process. The allowable thickness of the fill lift will depend on the material type, compaction equipment, and the number of passes made to compact the lift. In no caseshould the lifts exceed twelve (12) inches in loose thickness. The following table presents recommended relative compaction for structural fill: Location of Fi I Placement Minimum Relative Compaction Beneath footings, slabs or walkways 95% Behind retaining walls 90% Beneath pavements 95% for upper 12 inches of Sub -grade, 90% below that level Where: Minimum relative compaction is the ratio, expressed in percentages, of the compacted dry density to the maximum dry density, as determined in accordance with ASTM Test Designation 0-1557-78 (Modified Proctor). Use of On -Site Soils If grading actiities take place during wet weather, or when the silty, on-site soils are wet, site preparation costs may be higher because of delays due to rains and the potential need to import granular fill. The on-site soils are generally silty and thus are moisture sensitive. Grading operations will be difficult when the moisture content of these soils exceeds the optimum moisture content. Moisture sensitive soils will also be susceptible to excessive softening and "pumping" from constr,uction equipment traffic when the moisture content is greater than the optimum moistureicontent. Ideally, structural fill, which is to be placed in wet weather, should consist of a granular soil having no more than five (5) percent silt or clay particles. The percentage of particles passing the No. 200 sieve should be measured from that portion of the soil passing the three -quarter -inch sieve. Mr. Harold Poncin Re: 14911 58th Ave. S., Tukwila April 22, 2013 Page 8 The use of "some" on-site soils for fill material may be acceptable if the upper organic materials are segregated and moisture contents are monitored by engineering inspection. DRAINAGE CONTROLS: No drainage problems were evident with the overall lot at 14911 58th Ave. S., Tukwila. This engineer understands that the new residence will contain City of Tukwila approved gutters, downspouts and tightline storm water connections into the existing City of Tukwila storm system (present in 58th Ave. S.). CONCRETE: All foundation concrete (footings, stem walls, slabs, any retaining walls, etc.) shall have a minimum cement content of 5-1/2 sacks per cubic yard of concrete mix. PROPOSED ROCKERIES: This engineer has observed that the architect plans depict three new rockeries (approximately mid -lot, west of the proposed new house). The architect plans indicate nominal height for each of the rockery tiers (less than five feet). Sheet A2 of A7 depicts the three -tiered rockery system with top and bottom elevations indicated. It is essential that these rockeries comply with City of Tukwila standard rockery designs which will require specific rock sizes, linkage, rock batter, drainage zone, and overall "blending in" with the existing topography. This engineer recommends that geotechnical inspections be performed during the construction of the rockeries. INSPECTIONS: The recommendations of this report are only valid when key geotechnical aspects are inspected by this engineer during construction: • Soil cuts • Foundation sub -grade verification • Any retaining wall, or rockery placement • Any fill placement Mr. Harold Poncin Re: 14911 58th Ave. S., Tukwila April 22, 2013 Page 9 • Subsurface drainage installation • Temporary and permanent erosion control measures CITY OF TUKWILA COMMENTS: The findings and discussions within this geotechnical report are in response to the April 15, 2013 City of Tukwila Planning Division comments. As stated in this report, the proposed construction of the new residence will not adversely impact the slope of this lot, nor adversely impact the adjacent property slopes. As stated in this report, the new impervious drainage should comply with City of Tukwila stipulations for gutters, downspouts and tightline connections into the existing storm water system. This engineer has recommended specific geotechnical inspections to verify that key soil aspects are verified and construction methods properly undertaken. SUMMARY: The proposed new residence at 14911 58th Ave. S., Tukwila, Washington is geotechnically viable when constructed in accordance with the recommendations herein, compliance with City of Tukwila approved plans and requirements, and key geotechnical inspections during construction. STATEMENT OF MINIMAL RISK: The plans and specifications for the Poncin new residence at 14911 58t" Ave. S., Tukwila, by Nash and Associates, have been reviewed by this engineer and conform to the recommendations of the analysis and report and, provided that those conditions and recommendations are satisfied during the construction and use, and inspected and verified by this engineer, the area disturbed by construction will be stabilized and remain stable and will not increase the potential for soil movement, and the risk of damage to the proposed development and from the development to adjacent properties from soil instability will be minimal. CLOSURE: The findings and recommendations of this report were prepared in accordance with generally accepted professional engineering principles and practice. No other Mr. Harold Poncin Re: 14911 58th Ave. S., Tukwila April 22, 2013 Page 10 warranty, either express or implied, is made. The conclusions are based on the results of the field exploration and interpolation of subsurface conditions between explored locations. If conditions are encountered during construction that appear to be different than those described in this report, this engineer should be notified to observe the situation and review and verify or modify the recommendations. If there are any questions, do nothesitate to call. ware Dennis M. Bruce, P.E. Geotechnical / Civil Engineer Fad. coPY • NASH & ASSOCIATES ARCHITECTS The Wyngate II Plan 2929 3—Car Garage BEAM, LATERAL and SEISMIC CALCULATIONS REVIEWED FOR CODE COMPLIANCE APPROVED MAY 15 2013 City of Tukwila BUILDING DIVISION Dia -08b RECEIVED CITY OF TUKWILA MAR 1 2 2013 PERMIT -CENTER GAR T 1 M NASH STATE Of wASr1ING1ON 2009 IBC August 15, 2012 11644 N.E.:80th St. Kirkland, WA 98033 (425) 828-4117 Fax (425) 822-1918 WWW. N AS H- ARC HITEC TS. C O M REVISED 1/4/12. NASHa ASSOCIATES :. ARCHITEC.T,S • CLIENT: PROJECT: DATE: NAME: Roof Loads:. LL 25 #/sf. DL 15 #/sf Total 40 #/sf Unless Noted Otherwise Floor Loads: LL 40 #/sf DL 10 #/sf Total 50 #/sf Deck Loads: LL 60 #/sf DL 10 #/sf Total 70 #/sf Soil• 1500 PSF Min. Concrete: Per IBC 09 Masonry: Per IBC 09 Steel• Per IBC 09 Wood: Per IBC 09 Nailing: . Per IBC 09 4" Beam: Douglas Fir #2 fv = 95 fb = 875 PSI E = 1,600,000 6" Beam: Douglas Fir #2 fv = 85 fb = 875 PSI E = 1,300,000 Joists & Hem Fir #2 Rafters: fv = 75 fb = 850 PSI E = 1,300,000 Glu—Lam Beams: fv = 165 PSI fb = 2,400 PSI (reduced by size factor, CF•HI) E = 1,800,000 11644 N.E. 80th St Kirkland, WA 98033 (425) 828-4117 Fax (425) 822-1918 WWW. NASH- ARCHITECTS. CO M REVISED .06—.07.-10 CAPECOD\DWG\BLOCKS\STRUCTURAL\CALL-sHEETS:-IRC09 The.Wyngate II Plan 2929 BearriChek v20121icensed to: Nash,Jones,AndersonArchitects. Reg #.6464-622 MASTER BEDROOM Date: 8/14/12 RB -1 Selection Conditions Data Attributes Actual Critical Status Ratio Values Adiustments Loads 3-1/8x 10=1/2 GLB 24F -V4 DF/DF Lu = 0.0 Ft NDS 2012 Min Bearing Area R1= 4.6 in2 R2= 6.2 in2 (1:5) DL.Defl_= 0.11. in Recom Camber= 0.17 in Beam Span Beam Wt per ft BM Wt Included Max Moment TL Max Defl LL Max Defl 8.0 ft 7.97 # 64 # 10494 '# L / 240 L / 360 Reaction 1 LL. Reaction 1 TL Maximum V Max V (Reduced). TL Actual Defl LL Actual Defl 1830 2959 # 3999 # 3397 # L/414 L / 793 Reaction 2 LL Reaction 2 TL 2480 # 3999 # Section (in3) Shear (in2) TL Defl (in) LL Defl 0.12 0.27 OK 45% E (psi x mil 57.42 52.47 OK 91% 32.81 21.23 OK 65% 0.23 0.40 OK 58% Fb (psi) Fv (psi) Fc (psi) Reference Values 2400 Adjusted Values 2400 240 240 1.8 1.8 650 650 Cv Volume Cd Duration Cr Repetitive Ch Shear Stress Cm Wet Use 1.000 1.00 1.00 1.00 1.00 N/A 1.00 1.00 1.00 CI Stability 1.0000 Rb = 0.00 Le = 0.00 Ft Point LL Point TL 2209 B = 3535 Distance 4.0 Par Unif LL Par Unif TL 100 H = 160 425 I= 680 H Pt Toads: R1 = 2959 R2 = 3999 SPAN = 8 FT Uniform and partial uniform loads are lbs per lineal ft: Start 0 4.0 End 4.0 8.0 RB -2 Selection Conditions Data Attributes Actual Critical Status Ratio Values Adjustments Loads The.Wyngate II Plan 2929 BeamChek v20.12 licensed to: Nash;Jones,AndersonArchitects Reg # 6464-622 MASTER BATH Date: 8/14/12 5-118x 9 GLB 24F -V4 DF/DF Lu =. 0.0 Ft NDS 2012 Min Bearing Area .R1= 10.5 in2.. R2=-8.4 in2 (1.5) DL Defl= . 0.03 in Recom Camber- 0.04 in. Beam Span Beam Wt per Bm Wt Included Max Moment TL Max Defl LL Max Defl 4:O ft 11.21 # 45 # 11236'# L / 240 L./ 360 Reaction 1 LL .4235 # . Reaction 2 LL Reaction 1 TL . 6799 # Reaction 2 TL Maximum V 6799 # Max V (Reduced) 6281 # TL Actual Defl L,/ 859 LL Actual Defl L / >1000 3380 # 5430 # Section (ina) Shear (int) TL.Defl (in) LL Defl 69.19 56.18 OK 81% 46.13 39.26 OK 85% 0.06 0.20 OK 28% 0.03 0.13 OK 22% Fb (psi) Fv (psi) E (psi x mil) Fc 1 (psi) Reference Values 2400 Adjusted Values 2400 240 240 1.8 1.8 650 650 Cv Volume Cd Duration Cr Repetitive Ch Shear Stress Cm Wet Use 1.000 1.00 1.00 1.00 1.00 N/A 1.00 1.00 1.00 CI Stability 1.0000 Rb = 0.00 Le = 0.00 Ft Point LL Point TL 6566 B = 10506 Pt loads: R1 = 6799 Distance 1.83 Par Unif LL Par Unif TL 425 H = 680 125 I = 200 H R2 = 5430 SPAN =4 FT Uniform and partial uniform loads are lbs per lineal ft. Start 0 1.83 End 1.83 4.0 The Wyngate II , • Plan 2929 BeamChek v2012 licensed to: Nash,Jones,AndersonArchitects Reg # 6464-622 RB -3 Selection Conditions Data Attributes Actual Critical Status Ratio Values Adjustments Loads NDS2012 Min Bearing Area BONUS ROOM R1=.2.2 inz R2 1.4in2 (1.5) DL Defl= . 0.14 in Beam Span Beam Wt per ft Bm Wt Included Max Moment TL Max Defl LL Max Defl 8.0 ft : Reaction 1 LL . : 475 # 6.17 # Reaction 1 TL 1385# 49 # Maximum V. 1385 # 2361 :'# Max V (Reduced) 1139.# L / 240 TL Actual Defl L / 474 L / 360. LL Actual Defl L / >1.000 Reaction 2 LL Reaction 2 TL 425 #. 905 # Section (in') Shear (in2) TL Defl (in) LL Defl 30.66 24.22 OK 79% 25.38 9.49 OK 37% 0.20 0.40 OK 51% 0.06 0.27 OK 23% Fb (psi) Fv (psi). E (psi x mil Fc I (psi) Reference Values 900 Adjusted Values 1170 180 180 1.6 1.6 625 625 CF Size Factor Cd Duration Cr Repetitive Ch Shear Stress Cm Wet Use 1.300 1.00 1.00 1.00 1.00 N/A 1.00 1.00 1.00 CI Stability 1.0000 Rb = 0.00 Le = 0.00 Ft Par Unif LL Par Unif TL Start End 125 H = 400 100 1 = 160 H R1 = 1385 R2 = 905 SPAN = 8 FT Uniform and partial uniform loads are lbs per lineal ft. 0 4.0 4.0 8.0 RB -4 Selection Conditions Data Attributes Actual Critical Status Ratio Values Adiustments Loads BeamChek .v20:12 licensee/ to: Nash,Jones,AndersonArchitects.. Reg. # 6464=622 BEDROOM #. Date: 8/14/12 4x 10 DF -L #2. Lu=0.0Ft NDS 2012' Min Bearing. Area R1= 1.6 in'. R2= 6.3.in2 (1.5)1X Defl= 0.03 in Beam Span Beam Wt per ft Bm Wt Included 'Max Moment TL Max Defl LL Max Defl 6.0 ft 7.87 # 47 # 3075 '#. L / 240 L / 360 Reaction 1 LL 611. # Reaction 2 LL Reaction .1 TL. 1000 # Reaction 2 TL Maximum V 3928 # Max V (Reduced) 3398 # TL Actual Defl L / >1000 LL Actual Defl L / >1000 2440 # 3928 # Section (in') Shear.(in2) TL Defl (in) LL Defl 49.91 34.17 OK 68% 32.38. 28.31 OK 87% 0.06 0.30 OK 20% 0.03 0.20 OK 16% Fb (psi) Fv (psi) (p si x mil) Fc 1 (psi) Reference Values 900 Adjusted Values 1080 180 180 1.6 1.6 625 625 CF Size Factor Cd Duration Cr Repetitive Ch Shear Stress Cm Wet Use 1.200 1.00 1.00 1.00 1.00 N/A 1.00 1.00 1.00 CI Stability 1.0000 Rb = 0.00 Le = 0.00 Ft Point LL 2209 Pt loads: s R1 = 1000 Point TL B = 3535 Distance 5.16 Par Unif LL Par Unif TL 94 H = 150 425 I = 680 H R2 = 3928 SPAN = 6 FT Uniform and partial uniform loads are lbs per lineal ft. Start 0 5.16 End 5.16 6.0 The Wyngate; Plan 2929 : • 1BeamChek v2012.licensed. to:;Nash, Jones,AndersonArchitects.: Reg #.6464-622'. : RB -5. Selection Conditions Data Attributes Actual Critical Status Ratio Values Adjustments Loads Date: 8/14/12 NDS 2012 Min. Bearing Area R1=2.2 in2 ..R2= 2.2 in' . (1.5) DL Defl0.01. in Beam Span 4.0 ft . Reaction 1 LL 850 # Reaction 2 LL Beam Wt per ft 6.17 # Reaction.1 TL 1372'# Reaction 2 TL Bm. Wt Included 25 # Maximum V 1372 # Max Moment 1372'# Max.V (Reduced) 958. #, TL Max Defl L /.240 TL Actual Defl L / >1000 LL Max Defl L / 360 LL Actual Defl L / >1000 850 1372 # Section (in3) Shear (in2) TL Defl (in) LL Defl 30.66 14.08 OK 46% 25.38 7.98 OK 31% 0.03 0.20 OK 13% 0.01 0.13 OK 10% Fb (psi) Fv (psi) E (psi x mit) Fc I (psi) Reference Values 900 Adjusted Values 1170 180 180 1.6 1.6 625 625 CF Size Factor Cd Duration Cr Repetitive Ch Shear Stress Cm Wet Use 1.300 1.00 1.00 1.00 1.00 N/A 1.00 1.00 1.00 CI Stability 1.0000 Rb = 0.00 Le = 0.00 Ft Uniform LL: 425 Uniform TL: 680 = A Uniform Load A R1 = 1372 R2 = 1372 SPAN = 4 FT Uniform and partial uniform loads are lbs per lineal ft. The Wyngate.II Plan 2929. ' FJ -1 Selection Conditions Data Attributes Actual Critical Status Ratio Values Adjustments Loads Point LL 1849 BeamChek v2012 licensed to: Nash;Jones,AndersonArchitects Reg ..# 6464-622 FAMILY ROOM Date: 8/14/12 (3) 2x 12 HF #2 Lu =0.0 Ft Lu@OH=2.0 Ft NDS 2012, Overhang Min Bearing Area R1= 0.3 in2R2= 10:1 in2 (1:5) DL Defl= 0.07 in. Beam Span Beam Wt per ft Bm Wt.Included Max Moment TLMax Defl LL Max Defl 14.16 ft Reaction 1 LL 107 # 12.3 # Reaction 1 TL 132, # 199 # Maximum V 3118 #. 6077'# Max V (Reduced). 3043 # L / 240 TL Actual Defl L / < -1000 L / 360 LL Actual Defl L / < -1000 Reaction 2 LL Reaction 2 TL Overhang Length Total Beam Length OH TL Actual Defl OH LL Actual Defl 2599 # 4108# 2.0 ft 16.16 ft L / 353 L/699 Section (in') . Shear (in2) TL Defl (in) LL Defl OH TL Defl .. OH LL Defl 94.92 85.97 OK 91% 50.63 30.43 OK 60% -0.11 0.71 OK 16% -0.05 0.47 OK 11% 0.14 0.20 OK 68% 0.07 0.13 OK 52% Fb (psi) Fv (psi) E (psi x mil) Fc i. (psi) Reference Values 850 Adjusted Values 848 150 150 1.3 1.3 405 405 CF Size Factor Cd Duration Cr Repetitive Ch Shear Stress Cm Wet Use 1.000 1.00 1.00 1.00 1.00 N/A 1.00 1.00 1.00 CI Stability 1.0000 Rb = 0.00 Le = 0.00 Ft CI Stability @ OH 0.9979 Rb = 5.24 Le = 4.12 Ft Pt loads: R1 = 132 Uniform LL: 53 Point TL Distance F = 2959 (OH) 2.0 Uniform TL: 67 = A Par Unif LL Par Unif TL 53 K = 67 (OH) (Uniform Ld on Backspan) Start End l 0 2.0 Uniform Load A K R2 = 4108 BACKSPAN = 14.16 FT OH =2 FT Uniform and partial uniform loads are lbs per lineal ft. •Overhanging load distances are from R2. FJ -2 Selection Conditions Data Attributes Actual Critical Status Ratio Values Adjustments Loads Point LL 2499 The Wyngate' IF Plan 2929' BeamChek v2012licensed to: Nash,Jones,AndersonArchitects:Reg #. 6464-622 FAMILY ROOM Date: 8/1.4/12 (4) 2x 12 HF #2 NDS 2012, Overhang Min Bearing Area R1=.0.0 in2R2= 13.2 in2 (1.5) DL Defl= .0.07. in.. Beam Span Beam Wt per ft Bm Wt Included Max Moment TL Max Defl LL Max Defl 14.16 ft 16.4 # 265 # 8165 '# L / 240 L / 360 Reaction :1 LL Reaction 1 TL Maximum V Max V (Reduced). 4088 # TL. Actual Defl L / < -1000 LL Actual Defl L / < =1000 15 # 14 # 4166 # Reaction 2 LL Reaction 2 TL Overhang Length Total. Beam Length OH TL Actual Defl OH LL Actual Defl 3341 5333 # 2.0 ft 16.16 ft L / 322 L1618 Section (in3) Shear (in2) TL Defl (in) LL Defl OH TL Defl OH LL Defl 126.56 67.50 115.40 40.88 OK OK 91% 61% -0.14 0.71 OK 19% -0.07 0.47 OK 15% 0.15 0.20 OK 75% 0.08 0.13 OK 58%. Fb (psi) Fv (psi) E (psi x mil) Fc I (psi) Reference Values 850 Adjusted Values 849 150 150 1.3 1.3 405 405 CF Size Factor Cd Duration Cr Repetitive Ch Shear Stress Cm Wet Use 1.000 1.00 1.00 1.00 1.00 N/A 1.00 1.00 1.00 CI Stability 1.0000 Rb = 0.00 Le = 0.00 Ft CI Stability @ OH 0.9988 Rb = 3.93 Le = 4.12 Ft Pt Toads: R1 = 14 Uniform LL: 53 Point TL Distance F = 3999 (OH) 2.0 Uniform TL: 67 = A Par Unif LL Par Unif TL 53 K = 67 (OH) (Uniform Ld on Backspan) Start End 1 0 2.0 Uniform Load A K E1 BACKSPAN = 14.16 FT R2 = 5333 OH =2 FT Uniform and partial uniform loads are lbs per lineal ft. Overhanging Toad distances are from R2. FJ -3 Selection Conditions NDS 2012,. Overhang Min Bearing Area R1= The Wyngate II Plan 2929 BearChek v20.12 licensed to:.Nash,Jones,AndersonArbhitects Reg* 6464-622 BATH Date: 8/14/12 (2) 2x 12 . HF #2 Data Attributes Actual Critical Status Ratio Values Adjustments Loads Point LL 866 Lu=0.0Ft Lu@OH=.2:0 Ft 0.8 int R2= 5.6 in2 (1.5) DL Defl---.0.03 in. Beam Span 14.16 ft Beam Wt per ft 8.2 # Bm Wt Included 133 # Max Moment 2920'# TL Max. Defl L / 240 LL Max Defl L/360 Reaction 1 LL Reaction 1 TL Maximum V Max V (Reduced) TL Actual Defl L / >1000 LL Actual Defl L / >1000 245 # 326 # 1535 # 1465 # Reaction 2 LL Reaction 2 TL Overhang Length Total Beam Length OH TL Actual Defl OH LL Actual Defl 1477 #. 2274 # 2:0 ft . 16.16 ft L / 820 L / >1000 Section (in') She ar (in2) TL.Defl (in) LL Defl OH TL Defl OH LL Defl 63.28 41.44 OK 65% 33.75 14.65 OK 43% 0.00 0.71 OK 0% 0.02 0.47 OK 3% 0.06 0.20 OK 29% 0.02 0.13 OK 18% Fb (psi) Fv (psi) (psi x mil) Fci. (psi) Reference Values 850 Adjusted Values 846 150 150 1.3 1.3 405 405 CF Size Factor Cd Duration Cr Repetitive Ch Shear Stress Cm Wet Use 1.000 1.00 1.00 1.00 1.00 N/A 1.00 1.00 1.00 CI Stability 1.0000 Rb CI Stability @ OH 0.9950 Rb = 0.00 Le = 0.00 Ft =7.86 Le=4.12 Ft Pt loads: R1 = 326 Uniform LL: 53 Point TL Distance F = 1385 (OH) 2.0 Uniform TL: 67 = A Par Unif LL Par Unif TL 53 K = 67 (OH) (Uniform Ld on Backspan) Start End 0 2.0 Uniform Load A K BACKSPAN = 14.16 FT R2 = 2274 OH =2 FT Uniform and partial uniform loads are lbs per lineal ft. Overhanging load distances are from R2. FJ -4 Selection Conditions NDS 2012, Overhang Min Bearing Area . R1= 0.9 in2 R2= 4:2 in2 (1.5).DLDefl 0.04 in. The; wyngate II: Plan 2929 BeamChek v2012 licensed to: Nash,Jones,AndersonArchltects Reg # 6464-62? DEN/GUEST Date: 8/14/12. 2x 12 HF #2 Lu = 0.0 Ft Lu @OH.= 2.0 Ft Data Attributes Actual Critical Status Ratio Values Adiustments Loads Point LL 566 Beam Span Beam Wt per ft Bm Wt Included Max Moment TL Max Defl LL Max Defl 14.16 ft Reaction 1 LL 288 # 4.1 # Reaction 1 TL 366 # 66 # Maximum V . 1047 # 1952'# Max V.(Reduced) 981 # L / 240 TL Actual Defl L / >1000 L / 360 LL Actual Defl L / >1000 Reaction 2 LL Reaction 2 TL Overhang Length Total Beam Length OH TL Actual Defl L / >1000 OH LL Actual Defl L / < -1000 1135 # 1688 # 2.0 ft 16.16 ft Section (in3) Shear (in2) . . TL Defl (in) LL Defl OH TL Defl OH LL Defl 31.64 28.33 OK 90% 16.88 9.81 OK 58% 0.09 0.71 OK 13% 0.09 0.47 OK 19% 0.04 0.20 OK 18% 0.00 0.13 OK 0% Fb (psi) Fv (psi) (p si x mil Fc i (psi) Reference Values 850 Adjusted Values 827 150 150 1.3 1.3 405 405 CF Size Factor Cd Duration Cr Repetitive Ch Shear Stress Cm Wet Use 1.000 1.00 1.00 1.00 1.00 N/A 1.00 1.00 1.00 CI Stability 1.0000 Rb = 0.00 Le = 0.00 Ft CI Stability @ OH 0.9729 Rb = 15.72 Le = 4.12 Ft Pt loads: R1 = 366 Uniform LL: 53 Point TL Distance F = 905 (OH) 2.0 Uniform TL: 67 = A Par Unif LL Par Unif TL 53 K = 67 (OH) (Uniform Ld on Backspan) Start End 0 2.0 Uniform Load A K BACKSPAN = 14.16 FT R2 = 1688 OH =2 FT Uniform and partial uniform loads are lbs per lineal ft. Overhanging Toad distances are from R2. The Wyngate II Plan 2929 BeamChek v2012 licensed;to:. Nash;;lones,AndersonArchitects 'Reg # 6464-622 FJ -5. Selection Conditions Data Attributes Actual. Critical Status Ratio Values Adjustments Loads FOYER Date: 8/.14/12 (2) 2x 12 HF #2 Lu = 0.0 Ft NDS 2012 Min Bearing Area R1= 0.6..iin2 R2= 0.6 int (1.5) DL Defl=. 0.01 in. Beam Span Beam Wt petit Bm Wt.lncluded Max Moment TL Max Defl LL Max Defl 4.83 ft Reaction 1 LL 193 # . Reaction 2 LL 8.2 # Reaction 1 TL 261 # Reaction 2 TL 40 # Maximum V 261 # 316'# Max V (Reduced) 160 # L / 240 . TL Actual Defl L / >1000 L / 360 LL Actual Defl L / >1000 193# 261 # Section (in') Shear (in2) TL Defl (in) LL Defl 63.28 4.45 OK 7% 33.75 1.60 OK 5% 0.00 0.24 OK 1% <0.01 0.16 OK 1% Fb (psi) Fv (psi) E (psi x mil Fc l (psi) Reference Values 850 Adjusted Values 850 150 150 1.3 1.3 405 405 CF Size Factor Cd Duration Cr Repetitive Ch Shear Stress Cm Wet Use 1.000 1.00 1.00 1.00 1.00 N/A 1.00 1.00 1.00 CI Stability 1.0000 Rb = 0.00 Le = 0.00 Ft Uniform LL: 80 Uniform TL: 100 = A Uniform Load A R1 = 261 R2 = 261 SPAN = 4.83 FT Uniform and partialuniform loads are lbs per lineal ft. The..Wyngate If . Plan 2929 BeamChek v2012 licensed to: :Nash,Jones,AndersonArchitects•''.Reg # 6464-622': FJ -6 Selection. Conditions Data Attributes Actual Critical Status Ratio Values Adjustments Loads LIVING ROOM Date:8/14/12. NDS 2012 Min Bearing Area R1= 1.3 in?... R2 1.7 in? (1.5) DL Defl 0.09 in. Beam Span Beam Wt per ft Bm Wt Included Max Moment TL Max Defl LL Max Defl 15.0 ft 8.2 # 123 # 2224 '# L / 240 L /.360 Reaction 1 LL Reaction' 1 TL Maximum V Max V(Reduced) 618 # TL Actual Defl L / 763 LL Actual Defl L / >1000 357 # 508 # 688 # ReactionLL Reaction 2 TL 500 # 688 # Section (in3) Shear (in2) TL Defl (in) LL Defl 63.28 31.40 OK 50% 33.75 6.18 OK 18% 0.24 0.75 OK 31% 0.15 0.50 OK 30% Fb (psi) Fv (psi) E (psi x mil) Fc (psi) Reference Values 850 Adjusted Values 850 150 150 1.3 1.3 405 405 CF Size Factor Cd Duration Cr Repetitive Ch Shear Stress Cm Wet Use 1.000 1.00 1.00 1.00 1.00 N/A 1.00 1.00 1.00 CI Stability 1.0000 Rb = 0.00 Le = 0.00 Ft Point LL 209 Pt Toads: R1 = 508 Point TL B = 261 Distance 11.33 Par Unif LL Par Unif TL 40 H = 50 53 I = 67 H B /\ R2 = 688 SPAN = 15 FT Uniform and partial uniform loads are lbs per lineal ft. Start 0 11.33 End 11.33 15.0 The Wyngate II:. Pian 2929 BeamChek v2012 licensed to: Nash,Jones,AndersonArchitects Reg # 6464-622 FJ -7 Selection Conditions Data Attributes Actual Critical Status Ratio Values Adjustments Loads GARAGE Date: 8/14/12 2x12 HF#2@12inoc.. Lu =,0.0 Ft NDS 2012; Repetitive Use Min Bearing Area ...R1= 1..1 in R2= 1.1 int . (1:5) DL Defl=. 016 in Beam Span Beam Wt per ft Bm Wt Included Max Moment TL Max Defl LL Max Defl 18.33 ft 0# 0 #. 2100'# L / 240 L / 360 Reaction 1 LL Reaction 1 TL Maximum V Max V (Reduced) TL Actual Defl LL Actual Defl 367 # 458 # 458# . 411 # L /. 365 L/ 502 Reaction 2 LL Reaction 2 TL 367 # 458 # Section (in3) Shear (inz) TL Defl (in) LL Defl 31.64 25.78 OK 81% 16.88 4.11 OK 24% 0.60 0.92 OK 66% 0.44 0.61 OK 72% Fb (psi) Fv (psi) E (psi x mil) Fc I (psi) Reference Values 850 Adjusted Values 978 150 150 1.3 1.3 405 405 CF Size Factor Cd Duration Cr Repetitive Ch Shear Stress Cm Wet Use 1.000 1.00 1.15 1.00 1.00 N/A 1.00 1.00 1.00 CI Stability 1.0000 Rb = 0.00 Le = 0.00 Ft Uniform LL: 40 Uniform TL: 50 = A Uniform Load A R1 = 458 R2 = 458 SPAN = 18.33 FT Uniform and partial uniform Toads are lbs per lineal ft. The W.yngate II Plan 2929. BeamChek v2012 licensed to:.Nash,Jones,AndersonArchitects Reg .#'.6464-622 B-1 Selection Conditions NDS 2012 Min Bearing Area FAMILY ROOM Date: 8/14/.12 4x:10 . DF -L.#2. Lu=0.OFt. Data Attributes Actual Critical Status Ratio Values Adiustments Loads RT= 3.6.in2 R2= 3.6 in2 . (1.5) DL Defl= 0.04 in Beam Span 8.0 ft Reaction 1 LL 1772 # Reaction 2 LL Beam Wt per ft 7.87 # Reaction 1 TL 2243. # Reaction 2 TL Bm Wt Included 63 # Maximum V 2243:# Max Moment 4487'# Max V (Reduced) 1811. #. TL MaxDefl . L / 240 TL Actual Defl L / 622 LL Max Defl L / 360 LL Actual Defl L / 870 1772 #. 2243 #. Section (in3) Shear (int) TL Defl (in) LL Defl 49.91 49.85 OK 100% 32.38 15.09 OK 47% , 0.15 0.40 OK 39% 0.11 0.27 OK 41% Fb (psi) Fv (psi) E (psi x mil Fc I (psi) Reference Values 900 Adjusted Values 1080 180 180 1.6 1.6 625 625 CF Size Factor Cd Duration Cr Repetitive Ch Shear Stress Cm Wet Use 1.200 1.00 1.00 1.00 1.00 N/A 1.00 1.00 1.00 CI Stability 1.0000 Rb = 0.00 Le = 0.00 Ft Uniform LL: 443 Uniform TL: 553 = A Uniform Load A R1 = 2243 R2 = 2243 SPAN = 8 FT Uniform and partial uniform Toads are lbs per lineal ft. The Wyngate if Plan:2929 BeamChek v2012 licensed to: Nash,Jones,AndersonArchitects Reg: # 6464-622 • B-2' Selection Conditions Data Attributes Actual Critical Status Ratio Values Adjustments Date: 8/14/12 3-118x.10-1/2 GLB 24F -V4 DF/DF Lu = 0:0 Ft NDS 2012 Min Bearing Area R1= 6.2 in2 R2=:7:5 in2 (1.5) DL Defl= 0.05 in Recom Camber= 0.08 in Beam Span 6.0 ft Reaction 1 LL 2725 # Reaction 2 LL Beam Wt per ft 7.97 # Reaction 1 TL • 3999 # Reaction 2 TL Bm Wt Included 48 # Maximum V 4893 # Max Moment 10612'# Max V (Reduced) 4291 # TL Max Defl L / 240 TL Actual Defl L / 576 LL Max Defl L / 360 LL Actual Defl L / >1000 3283 # 4893# Section (in') Shear (in2) TL Defl (in) LL Defl 57.42 53.06 OK 92% 32.81 26.82 OK 82% 0.13 0.30 OK 42% 0.07 0:20 OK 35% Fb (psi) Fv (psi) (P six mil Fc i (psi) Reference Values 2400 Adjusted Values 2400 Cv Volume Cd Duration Cr Repetitive Ch Shear Stress Cm Wet Use 1.000 1.00 1.00 1.00 240 240 1.8 1.8 650 650 1.00 N/A 1.00 1.00 1.00 CI Stability 1.0000 Rb = 0.00 Le = 0.00 Ft Loads Uniform LL: 380 Uniform TL: 480 = A Point LL Point TL Distance Par Unif LL Par Unif TL 3394 B = 5430 3.33 125 H = 200 H Uniform Load A Pt loads: R1 = 3999 B R2 = 4893 SPAN = 6 FT Uniform and partial uniform loads are lbs per lineal ft: Start End 3.33 6.0 The. Wyngate 11.. :: Plan 2929 BeamChekv2012licensed to: Nash,Jones,AndersonArchitects Reg # 6464-622 B-3 Selection Conditions Data Attributes Actual Critical Status Ratio Values Adjustments Loads KITCHEN Date: 8/14/12 4x•10. DF -L #2 Lu= 0.0 Ft NDS2012 Min. Bearing Area R1= 2.2 in2 R2= 2.2 in2 (1:.5) DL Defl= <0.01 in. Beam Span Beam Wt per ft. Bm Wt Included Max Moment TL Max' Defl LL Max Defl 4.0 ft Reaction 1 LL 1010 # Reaction 2 LL 7.87 # Reaction 1 TL • . .1376 # Reaction 2 TL 31 # Maximum V 1376 1376 '# Max V (Reduced) . 846 # L / 240 TL Actual Defl L / >1000 L / 360. LL Actual Defl L / >1000 1010# 1376 # Section (in3) Shear (in2) TL Defl (in) LL Defl 49.91 15.29 OK 31% 32.38 7.05 OK 22% 0.01 0.20 OK 6% <0.01 0.13 OK 6% Fb (psi) Fv (psi) (P sixmil Fc I '(psi) Reference Values 900 Adjusted Values 1080 180 180 1.6 1.6 625 625 CF Size Factor Cd Duration Cr Repetitive Ch Shear Stress Cm Wet Use 1.200 1.00 1.00 1.00 1.00 N/A 1.00 1.00 1.00 CI Stability 1.0000 Rb = 0.00 Le = 0.00 Ft Uniform LL: 505 Uniform TL: 680 = A Uniform Load A R1 = 1376 R2 = 1376 SPAN = 4 FT Uniform and partial uniform Toads are lbs per lineal ft. B-4 Selection Conditions Deta Attributes Actual Critical Status Ratio Values Adiustments Loads The Wyngate I1 Plan.2929 BeamChek v20.12licensed :to: Nash,Jones,AndersonArchitects. Reg #6464-622 DEN/GUEST Date: 8/14/12 NDS 2012 Min Bearing Area R1= 2.8 in2 R2= 4.7 in2 (1.5) DL Defl= ..0.01 in .. . Beam. Span Beam Wt per ft Bm Wt Included Max Moment TL Max Defl LL Max Defl 5.0 ft 7.87 # 39 # 2768 '# L / 240 L / 360 Reaction 1 LL 1395 ## Reaction 1 TL 1762 # Maximum V 2949 # Max V (Reduced) 2348 # TL Actual Defl L / >1000 LL Actual Defl L / >1000 Reaction 2 LL Reaction 2 TL 2344 # 2949 # Section (in') Shear (in2) TL Defl (in) LL Defl 49.91 30.76 OK 62% 32.38 19.57 OK 60% 0.04 0.25 OK 16% 0.03 0.17 OK 17% Fb (psi) Fv .(psi) E (psi x mil Fc I (psi) Reference Values 900 Adjusted Values 1080 180 180 1.6 1.6 625 625 CF Size Factor Cd Duration Cr Repetitive Ch Shear Stress Cm Wet Use 1.200 1.00 1.00 1.00 1.00 N/A 1.00 1.00 1.00 CI Stability 1.0000 Rb = 0.00 Le = 0.00 Ft Point LL 1350 Pt loads: R1 = 1762 Point TL B = 1688 Distance 4.0 Par Unif LL Par Unif TL 443 H = 553 617 I=771 H R2 = 2949 SPAN = 5 FT Uniform and partial uniform Toads are lbs per lineal ft. Start 0 4.0 End 4.0 5.0 The Wyngate II. Plan 2929 BeamChek.v2012.licensed to Nash,Jones,AndersonArchitects::Reg #,6464-622.. B-5 Selection Conditions Data Attributes Actual Critical Status Ratio Values Adjustments Loads FAMILY ROOM. Date: 8/14/12 4x 10 DF -L#2 Lu=O.0Ft; NDS 2012 ' Min Bearing Area R1=..1.8 int R2= 1.7 int 1.5) DL Defl= <0.01 in. Beam Span Beam Wt per ft Bm. Wt Included Max Moment TL Max Defl LL Max Defl 4.83 ft. 7.87 #. 38 # 1315'# L/240 L / 360 Reaction 1 LL . 862 # Reaction 2 LL Reaction 1 TL 1099# . Reaction 2.TL Maximum V 1099 # Max V (Reduced) 747 # TL Actual Defl L / >1000 LL Actual Defl L / >1000 854 # 1088 # Section (in3) Shear (int) TL Defl (in) LL Defl 49.91 14.62 OK 29% 32.38 6.23 OK 19% 0.02 0.24 OK 7% 0.01 0.16 OK 7% Fb (psi) Fv (psi) E (psi x mil Fc I (psi) Reference Values 900 Adjusted Values 1080 180 180 1.6 1.6 625 625 CF Size Factor Cd Duration Cr Repetitive Ch Shear Stress Cm Wet Use 1.200 1.00 1.00 1.00 1.00 N/A 1.00 1.00 1.00 CI Stability 1.0000 Rb = 0.00 Le = 0.00 Ft Uniform LL: 353 Uniform TL: 442 = A Point LL 11 Pt loads: R1 = 1099 Point TL B = 14 Distance 0.5 Uniform Load A R2 = 1088 SPAN = 4.83 FT Uniform and partial uniform Toads are lbs per lineal ft. The Wyngate 11 Plan 2929 BeamChek v2012 licensed to: Nash,Jones,AndersonArchitects Reg # 6464-622 8-6 Selection Conditions Data Attributes Actual Critical Status Ratio Values Adjustments LIVING ROOM 4x 10 DF -L #2 Lu=0.0Ft NDS 2012 Min Bearing. Area R1= 2.2 int R2= 2.2 int (1.5) DL Defl 0.0.1 in Beam Span 6.0 ft Reaction 1 LL 1080 # Reaction 2 LL 1080 # Beam Wt per ft ' 7.87 # Reaction 1 TL 1389 # Reaction 2 TL 1389 # Bm Wt Included 47 # Maximum V 1389 # Max Moment 2083'# Max V (Reduced) 1032 # TL Max Defl L / 240 TL Actual Defl L / >1000 LL Max Defl L / 360 LL Actual Defl L / >1000 Section (in3) Shear (in2) TL Defl (in) LL Defl 49.91 23.14 OK 46% 32.38 8.60 OK 27% 0.04 0.30 OK 14% 0.03 0.20 OK 14% Fb (psi) Fv (psi) E (psi x mil Fc (psi) Reference Values 900 Adjusted Values 1080 180 180 1.6 1.6 625 625 CF Size Factor Cd Duration Cr Repetitive Ch Shear Stress Cm Wet Use 1.200 1.00 1.00 1.00 1.00 N/A 1.00 1.00 1.00 CI Stability 1.0000 Rb = 0.00 Le = 0.00 Ft Loads Uniform LL: 360 Uniform TL: 455 = A Uniform Load A R1 = 1389 R2 = 1389 SPAN = 6 FT Uniform and partial uniform loads are lbs per lineal ft. The Wyngate III Plan 2929 BeamChek v2012 licensed to: Nash,Jones,AndersonArchitects ::Reg #.6464-622. B-7 Selection Conditions Data Attributes Actual Critical Status Ratio Values Adjustments Loads 4x 10 DF -L #2 Lu=0.0Ft NDS2012 Min Bearing Area R1= 2.2.in2 R2= 2:2 int (1,5) DL..Defl 0.01 in Beam Span Beam Wt per ft Bm Wt Included Max Moment TL Max Defl LL Max Defl 6.0 f 7.87. # 4.7 # 2033 '# L / 240 L / 360 Reaction 1 LL Reaction 1 TL Maximum V 1065 # 1356 # 1356 # Max V (Reduced) 1007 # TL Actual Defl L / >1000 LL Actual Defl L / >1000 Reaction 2 LL Reaction 2 TL 1065 # 1356# Section (in3) Shear (in) TL Defl (in) LL Defl 49.91 22.59 OK 45% 32.38 8.39 OK 26% 0.04 0.30 OK 13% 0.03 0.20 OK 14% Fb. (psi) Fv (psi) E (psi.x mil Fc I (psi) Reference Values 900 Adjusted Values 1080 180 180 1.6 1.6 625 625 CF Size Factor Cd Duration Cr Repetitive Ch Shear Stress Cm Wet Use 1.200 1.00 1.00 1.00 1.00 N/A 1.00 1.00 1.00 CI Stability 1.0000 Rb = 0.00 Le = 0.00 Ft Uniform LL: 355 Uniform TL: 444 = A Uniform Load A R1 = 1356 R2 = 1356 SPAN = 6 FT Uniform and partial uniform loads arelbs per lineal ft. B-8 Selection Conditions Data Attributes Actual Critical Status Ratio Values Adjustments Loads The Wyngate II • Plan2929. BeamChek.v201.2 licensed to: Nash,Jones,AndersonArchitects Reg # 6464-622''.:. FOYER Date: 8/14/12 NDS 2012 Min Bearing Area R1=3.7 in2. R2= 3:7 in2 (1.5) DL Defl= 0.02 in Beam Span Beam Wt:per ft Bin Wt Included Max Moment: TL Max Defl LL Max Defl 5:5 ft 7.87 # 43 # 1855 '# L/ 240 L / 360 Reaction 1 LL 1534 # Reaction 2 LL Reaction 1 TL 2344 # Reaction 2 TL Maximum V .2344# Max V (Reduced) 1667 # TL Actual Defl L / >1000 LL Actual Defl L / >1000 1534# 2344 # Section (in') Shear (in2) TL Defl (in) LL Defl 0.02 0.18 OK 12% 49.91 20.61 OK 41% 32.38 13.89 OK 43% 0.04 0.28 OK 15% Fb (psi) Fv (psi) (p si x mil Fc I (psi) Reference Values 900 Adjusted Values 1080 180 180 1.6 1.6 625 625 CF Size Factor Cd Duration Cr Repetitive Ch Shear Stress Cm Wet Use 1.200 1.00 1.00 1.00 N/A 1.00 1.00 1.00 1.00 CI Stability 1.0000 Rb = 0.00 Le = 0.00 Ft Uniform LL: 130 Uniform TL: 160 = A Point LL 858 858 Point TL B = 1372 C = 1372 H Distance 0.75 4.75 Par Unif LL Par Unif TL 425 H = 680 425 I = 680 Uniform Load A Pt loads: R1 = 2344 R344 SPAN = 5.5 FT Uniform and partial uniform loads are lbs per lineal ft. Start 0 4.75 End 0.75 5.5 The Wyngate II Plan 2929 BeamChek v2012 licensed to:•Nash,Jones,AndersonArchitects. 'Reg#6464-622 GB -1 Selection. Conditions Data Attributes Actual Critical Status Ratio Values Adjustments Loads 4x 10 .DF=L.#2 Lu=0.OFt. NDS2012 Min Bearing Area R1= 3.5 int R2=:3.5 int (1.5) DL Defl= .0.01 in:.. Beam Span Beam Wt per ft Bm Wt Included Max Moment TL Max Defl LL Max Defl 5.33 ft Reaction 1 LL 1732 # 7.87 # Reaction 1 TL 2188 # 42 # Maximum V 2188 # 2915'# Max V (Reduced) 1555 # L / 240 TL Actual Defl L / >1000 L / 360 • LL Actual Defl L / >1000. Reaction 2 LL Reaction 2 TL 1732# 2.188 # Section (in3) Shear (ini TL Defl (in) LL Defl 49.91 32.39 OK 65% 32.38 12.96 OK 40% 0.04 0.27 OK 17% 0.03 0.18 OK 18% Fb (psi) Fv (psi) (P si x mil) Fc I (psi) Reference Values 900 Adjusted Values 1080 180 180 1.6 1.6 625 625 CF Size Factor Cd Duration Cr Repetitive Ch Shear Stress Cm Wet Use 1.200 1.00 1.00 1.00 1.00 N/A 1.00 1.00 1.00 CI Stability 1.0000 Rb = 0.00 Le = 0.00 Ft Uniform LL: 650 Uniform TL: 813 = A Uniform Load A R1 = 2188 R2=2188 SPAN = 5.33 FT Uniform and partial uniform loads are lbs per lineal ft. PLAN 2929 WYNGATE II BeamChek v2012 licensed to: Nash, Jones, Anderson Architects Reg # 6464-622 GB -2 Selection Conditions Data Attributes Actual Critical Status Ratio Values Adjustments Loads GARAGE Date: 2/25/13 5-118x 21 GLB 24F -V4 DF/DF Lu=0.0Ft. NDS 2005 Min Bearing Area R1= 12.6 in2R2= 12.6 int (1.5)DLDefl= 0.18 in Recom Camber= 0.26 in. Beam Span Beam Wt per ft Bm Wt Included Max Moment TL Max Defl LL Max Defl 18.5 'ft 26.15 # 484 # 37825'# L / 240 L / 360 Reaction 1 LL 5337 # Reaction 2 LL Reaction 1 TL 8178 # Reaction 2 TL Maximum V 8178 # Max V (Reduced) 6631 # TL Actual Defl L / 566 LL Actual Defl L / >1000 5337 # 8178# Section (in3) Shear (in2) TL Defl (in) LL Defl 376.69 171.73 OK 46% 107.63 36.04 OK 33% 0.39 0.93 OK 42% 0.22 0.62 OK 35% Fb (psi) Fv (psi) E (psi x mil Fci. (psi) Reference Values 2400 Adjusted Values 2643 240 276 1.8 1.8 650 650 Cv Volume Cd Duration Cr Repetitive Ch Shear Stress Cm Wet Use 0.958 1.15 1.00 1.15 N/A 1.00 1.00 1.00 1.00 CI Stability 1.0000 Rb = 0.00 Le = 0.00 Ft Uniform LL: 427 Uniform TL: 538 = A Par Unif LL Par Unif TL H = 80 150 I = 240 H Uniform Load A R1 = 8178 R2 = 8178 SPAN = 18.5 FT Uniform and partial uniform loads are lbs per lineal ft. Start 0 0 End 18.5 18.5 PLAN 2929 WYNGATE 11 BeamChek v2012 licensed to: Nash,. Jones, Anderson Architects Reg # 6464-622.. GB -3 Selection Conditions GARAGE Date: 2/25/13. 5-1/8x.22=1/2 GLB 24F -V4 DF/DF Lu=0.OFt NDS 2005 Min Bearing Area R1= 12.8 int R2= 22.1 in2 (1.5) DL Defl= 0.16 in Recom Camber= 0.24 in Data Attributes Actual Critical Status Ratio Values Adjustments Beam Span 18.5 ft Reaction 1 LL 5134 # Reaction 2 LL Beam Wt per. ft 28.02 # Reaction 1 TL 8327 # Reaction 2 TL Bm Wt Included 518 # Maximum V 14388 # Max Moment 42201 '# Max V (Reduced) 6795 # TL Max Defl L / 240 TL Actual Defl L / 663 LL Max Defl L / 360 LL Actual Defl L / >1000 9148"# 14388 # Section (in3) Shear (in2) TL Defl (in) LL Defl 432.42 192.93 OK 45% 115.31 36.93 OK 32% 0.33 0.93 OK 36% 0.17 0.62 OK 28% Fb (psi) Fv (psi) E (psi x mil Fc I (psi) Reference Values 2400 Adjusted Values 2625 240 276 1.8 1.8 650 650 Cv Volume Cd Duration Cr Repetitive Ch Shear Stress Cm Wet Use 0.951 1.15 1.00 1.00 1.15 N/A 1.00 1.00 1.00 CI Stability 1.0000 Rb = 0.00 Le = 0.00 Ft Loads Uniform LL: 53 Uniform TL: 69 = A Point LL Point TL 2339 B = 3742 5337 C = 8178 Pt loads: R1 327 Distance Par Unif LL Par Unif TL 9.5 425 H = 680 18.5 125 I = 200 25 J = 40 J H Uniform Load A R2 = 14388 SPAN = 18.5 FT Uniform and partial uniform loads are lbs per lineal ft. Start End 0 9.5 9.5 18.5 0 18.5 The Wyngate.11 Plan 2929 BeamChek v2012 licensed to: Nash;Jones,AndersonArchitects. Reg #:6464-622.• GB -4 Selection Conditions Data. Attributes Actual Critical Status Ratio Values Adjustments Loads GARAGE @8'OHDR, Date: 8/14/12 4x .12 DF -L'#2 Lu.=.0.0 Ft NDS 2012 .... Min Bearing Area. R1= 4.2.in2 R2= 1.6 in2 (1.5) DL Defl= :.0.03 in Beam Span 8.0 ft Reaction 1 LL 1597 # Reaction 2 LL Beam Wt per ft 9.57 # Reaction 1 TL 2595 # Reaction 2 TL Bm Wt Included 77 # Maximum V 2595 # Max Moment. 3430 '# Max V (Reduced) 2186.# TL Max Defl L / 240 TL Actual Defl . L / >1000 LL Max Defl L / 360 LL Actual Defl. L / >1000 595 # 993 # Section (in') Shear (int) TL Defl (in) LL Defl 73.83 41.58 OK 56% 39.38 18.22 OK 46% 0.07 0.40 OK 17% 0.04 0.27 OK 13% Fb (psi) Fv (psi) E (psi x mil) Fc I (psi) Reference Values 900 Adjusted Values 990 180 180 1.6 1.6 625 625 CF Size Factor Cd Duration Cr Repetitive Ch Shear Stress Cm Wet Use 1.100 1.00 1.00 1.00 1.00 N/A 1.00 1.00 1.00 CI Stability 1.0000 Rb = 0.00 Le = 0.00 Ft Point LL Point TL 1246 B = 1994 Distance Par Unif LL Par Unif TL 1.5 267 H = 427 84 1=135 H Pt loads: R1 = 2595 R2=993 SPAN = 8 FT Uniform and partial uniform Toads are lbs per lineal ft. Start End 0 1.5 1.5 8.0 TheWyngate II Plan 2929 BeamChek v2012 licensed to:. Nash,Jones,AndersonArphitects Reg # 6464-622 PB -1 Selection Conditions Data Attributes Actual Critical Status Ratio Values Adiustments Loads COVERED ENTRY Date: 8/15/12 4x 10 DF -L #2 Lu = 0.0 Ft. NDS 2012. Min Bearing. Area R1=.0.8 in2 R2=.0.8 in2 (1.5) DL Defl= 0.02 in.. Beam Span 7:5 ft Reaction 1 LL 281 #. Reaction 2 LL Beam Wt per ft 7.87 # Reaction 1 TL 480 #. Reaction 2 TL Bm Wt Included 59 # Maximum V 480 # Max Moment 899'# Max V (Reduced) 381 # TL Max Defl L / 240 TL Actual Defl L / >1000 LL Max Defl L / 360 LL Actual Defl L / >1000 281 # 480 # Section (in3) Shear (in2) TL Defl (in) LL Defl 49.91 9.99 OK 20% 32.38 3.17 OK 10% 0.03 0.38 OK 8% 0.01 0.25 OK 6% Fb (psi) Fv (psi) E (psi x mil Fc I (psi) Reference Values 900 Adjusted Values 1080 180 180 1.6 1.6 625 625 CF Size Factor Cd Duration Cr Repetitive Ch Shear Stress Cm Wet Use 1.200 1.00 1.00 1.00 1.00 N/A 1.00 1.00 1.00 CI Stability 1.0000 Rb = 0.00 Le = 0.00 Ft Uniform LL: 75 Uniform TL: 120 = A Uniform Load A R1 = 480 R2 = 480 SPAN = 7.5 FT Uniform and partial uniform loads are lbs per lineal ft. FJ -8 Selection Conditions Data Attributes Actual Critical Status Ratio Values Adjustments Loads The Wyngate II Plan 2929• BeamChek v2012 licensed to: Nash,Jones,AridersonArchifects Reg # 6464-622 CRAWLSPACE Date: 8/15/12 (2) 2x.10 •HF #2 Lu=0.0Ft .. NDS2012 Min Bearing Area R1= 1:0 in2 R2= 0.9 in2. (1.5) DL Defl= 0.01 in Beam Span Beam Wt per ft Bm Wt Included Max Moment TL Max Defl LL Max Defl 7.0 ft Reaction'1 LL 295 # Reaction 2 LL 6.74 # Reaction 1 TL 395 #. Reaction 2 TL 47 # Maximum V 395 # 906'# Max V (Reduced) 338 # L / 240 TL Actual Defl L / >1000 L / 360 LL Actual Defl L / >1000 285 # 382 # Section (in3) Shear (in2) TL Defl (in) LL Defl 42.78 11.62 OK 27% 27.75 3.38 OK 12% 0.03 0.35 OK 9% 0.02 0.23 OK 9% Fb (psi) Fv (psi) E (psi x mil) Fc (psi) Reference Values 850 Adjusted Values 935 150 150 1.3 1.3 405 405 CF Size Factor Cd Duration Cr Repetitive Ch Shear Stress Cm Wet Use 1.100 1.00 1.00 1.00 1.00 N/A 1.00 1.00 1.00 CI Stability 1.0000 Rb = 0.00 Le = 0.00 Ft Uniform LL: 53 Uniform TL: 67 = A Point LL Point TL 209 B = 261 Pt loads: R1 = 395 Distance 3.33 Uniform Load A R2 = 382 SPAN = 7 FT Uniform and partial uniform loads are lbs per lineal ft. NASH & ASSOCIATES ARCHITECTS LATERAL DESIGN DATA PER IBC : 09 CLIENT: PROJECT: DATE: NAME: WIND per Sec. 1609 EARTHQUAKE per Sec. 1614 Sec. 1609.8 Simplified method Design per ASCE 7-02 Chapter 12 Equivalent Lateral Force Procedure Design Wind Pressure: ps = (X )(1w)(ps30) Base Shear: V =1.2 SQ S(Wdl) where X = Exposure Factor lw = Importance Factor Psso = Base Design Pressure where: C s = Seismic Response Coefficient W = Efficient Seismic Weight (S3)(S1) / R = (C3) SITE/PROJECT SPECIFIC VALUES: SITE/PROJECT SPECIFIC VALUES: Basic Wind Speed = 85 mph (V35) X = 1.00 Exposure "B" (<30') lw = 1.00 P830 = see Table 1609.6.2.1 (1) Ss = 1.20 per USGS S1 = 0.90 per USGS Site Class D (Default) Seismic Design Category D R = 6.5 from Table 9.5.2.2 1 = 1.00 Cs = 0.188 per Section 9.5.5.2.1 STANDARD DESIGN INFORMATION The information described below is to be used unless otherwise noted on the plans. WOOD DESIGN per Sections 2301 & 2301.2.1 Allowable Strength Design when applicable; per 2308 Conventional Light -Frame Construction MINIMUM NAILING REQUIREMENTS per Table 2304.9.1 ANCHOR BOLTS: 5/8" Dia. X 10", A307 or better, w/ 7" min. Embedment. V = 1104 #/bolt CONCRETE DESIGN per Chapter 19 & ACI 318-02 concrete f c = 2500 psi rebar fy = 40,000 psi MISCELLANEOUS HARDWARE SIMPSON Strong -tie Connectors or equal 11644 N.E. 80th St. Kirkland. WA 98033 (425) 828-4117: Fax (425) 822-1918 WWW. NASH-ARCHITECTS. COM REVISED 01-06-12 CAPECOD\DWG\BLOCKS.\STRUCTURAL\CALC-SHEETS-IRCO3 7-1 1 P (' P1-5 -57- 0' L-' 7 C--,7) v (Z)1- 1,,--r MAIN FLOOR PLAN Z GALE VD• • 1,0' -1 C �-N -J fl 1, 1, 1 1 ,, UPPER FLOOR PLAN SGIi.E. VD' • 1'0 I5.q psf 30' RIGHT ELEVATION 41 4 TO 0 FN RR- TD R TD FN RR • The Wyngate II Lateral Plan 2929 Wind Analysis UNE LEVEL TOTAL SHEAR FORCE (#) P Abv. Page 1 SHEAR UNIT SHEAR WALL SHEAR WALL LENGTH (ft) (#/ft) TYPE A 2 13 x 9 x j + j ,. 7iraed..-d 1 22.16 ::::':„.,:83.9‘;-'n : 1 13 x 9.5xl!;7151.:97-7,7 + T17866E3:1= 7dtff.47111 23.5 7.,.';'"11102Ttid •.-{ 1 ,.. _..:1•:-.231 -....7 B 2 25 x 14.5 ,,„,11011 + aLrtfa = Y7,.63:611 15.16 IFIS"e070:iffl TI:::0•1:1.%7M 1 25 x 9.5 x ',.:.-f;faT6:-,fi +7"57t05:6:H; = ,,9461 24 --::74912.:Td C 2 13 x 9 x :-.7z§Tej Fgraizi = A 8601 30.25 1 13 x 9.5 xEAll +:1,8-67A = 7a-824Til 14.33 D 2 0 x 0 x FAT576:21+ zizia = 7:2:1 0 blV7OT',1 DibiV1619 1 10.5 x 8 x :!'3!,13T97I + :::Fc07.9 = fliTS57-61 19.16711 1 2 18.5 x 10x Q3ilkid .13,gtfa = . 2b4;f. 61 29 :;;:j-014;;Z:i 1 18.5 x 9.5x 'Viigir fZokiill = •.1Sgi91 26'-.....L22016:1-7.1 71 -CAM 2 2 18.5 x 12 x 2;5s9if' + Tulti-74-1 = 72b78.1 27 1 18.5 x 9.5 x ....-,:.i57.91 + j529 -Tal =6242 18 : --.351.3";':1 'Pr.t-437:7:1 Nash Associates 11644 NE 80th St. Architects Kirkland, Wa. (425) 828-4117 SEAR AAL.L •SGHEi7UL PER IIBC. 2001. DATE:.-12-20-10. GENERAL, NOTES,. SEE PLANS TO DETERMINE THE DIFFERENT DESIGNATORS FOR SHEAR WALL MATERIALS, NAILING, ANCHOR BOLTS, AND HOLDOWNS. LOGATE HOLDOWNS AS CLOSE AS POSSIBLE TO THE END. OF THE DESIGNATED WALL:, 9 ALL HOLDOWNS, ANCHOR BOLTS, WASHERS,. 8 NAILS IN GONTAGT WITH P.T. WOOD .TO BE HOT DIPPED GALVANIZED: PI = ONE SIDE PLYWOOD P2 = TWO SIDES PLYWOOD MARK 7/16 "r NAIL SPACING TOP 8 BTM. BLKG. SILL . BASE HF#2 DF#2 PLYWD: EDGES FIELD PLATES REQ'D. PLATE ANCHOR BOLTS PLATE NAILING VALUE (#/LF) VALUE (#/LF) PI-6" 8d 6" 12" 6" 2x4 5/8". @ 48" (2) 16d 0 1'0" 223 255 PI-4" 8d 4" 12" 4" 2x4 5/8" ® 32" (2) 16d 0 7" 325 315 PI-3" ** 8d 3" 12" 3" 3x4 5/8" ® 24" (2) 16d @ 5" 418 505 PI-2" ** 8d 2" 12" 2" 3x4 3/4" ® 24" (2) 16d 0 5" 544 670 P2-6" ** 8d 6" 12" 6" 3x4 5/8" ® 24" (2) 16d 0 5" 446 510 P2-4" ** 8d 4" 12" 4" 3x4 3/4" @ 20" (3) 16d ® 5" 650 710 P2-3" ** 8d 3" 12" 3" 3x4 3/4" 0 16" (4) 16d 0 5" 836 1010 P2-2" ** 8d 2" 12" 2" 3x4 3/4" 0 12" (4) 16d ( 4" 1088 1170 *NOTE: WALLS WITH UNIT SHEAR OF 351#/ft. OR GREATER SHALL HAVE FRAMING MEMBERS (STUDS B PLATES) ABUTTING PANELS NOT LESS THAN 3X MEMBERS (PER IBC, 2001 TABLE 2306.3) OR DOUBLE 2x (PER IBC 200q - SECTION 2306.1 Footnote I). 3X FRAMING WILL BE NOTED ON PLAN. **NOTE: HEM-FIR VALUES HAVE BEEN ADJUSTED AGGORING TO ISG TABLE 2306.3 Footnote a.(3) SPECIFIC GRAVITY ADJUSTMENT FACTOR = [140.5-SG)]; SG FOR HEM-FIR = .43 PER AFBPA; [I-(0.5-.43)] = .13 I. USE POWER-DRIVEN STEEL STUDS AND NAILS BY HILTY OR RAMSET WHERE APPLICABLE. 2. PLYWOOD MAY BE INSTALLED EITHER HORIZONTALLY OR VERTICALLY. 3. SOLID BLOCK WITH JOIST UNDER INTERIOR SHEAR WALLS. SHEAR WALL NOTES 7/16" 05B OR PLYWOOD SHEATHING - USE 8d COMMON OR GALVANIZED NAILS. BLOCK ALL PANEL EDGES. LONG DIMENSIONS OF PLYWOOD MAY BE INSTALLED VERTICALLY. NAIL 0 12" 0.G. TO ALL INTERMEDIATE STUDS. WHERE 3" NAIL SPACING 15 SPECIFIED AT PANEL EDGES, USE I-1/2" 8d SHORT NAILS OR 3X STUDS WITH IOd COMMON NAILS. FOR 2" NAIL SPAGING, USE 3X STUDS AND STAGGER PANELS. WHERE PLYWOOD 15 2 SIDES OF WALL, JOINTS TO FALL ON SEPARATE STUDS ON EACH SIDE. FLOOR PLYWOOD - USE 8d COMMON NAILS 0 10" O.G. AT INTERMEDIATE SUPPORTS, 6" 0.G. AT ALL PANEL EDGES AND 4" 0.G. AT ALL SHEAR WALLS, UNLESS OTHERWISE SHOWN ON PLANS. FLOOR JOISTS - JOIST PARRALLEL TO FLOOR OPENINGS AND EXTERIOR WALLS SHALL BE GROSS BLOCKED AT 48" O.G. @ EDGES IN/ (4) 10d NAILS FOR THE FIRST BAY. 3" x 3" x 1/4" SQUARE WASHERS AT ALL ANCHOR BOLTS. STAPLE SCHEDULE 7/16" 055 OR PLYWOOD SHEATHING ALLOWABLE SHEAR VALUES 1I/2 16 gage STAPLES - DF #2 STUDS 6" o.c. - 155 #/Ft. 4" o.c. - 230 #/ Ft. 3" o.c. - 310 #/ ft. 2" o.c. - 315 #/ Ft. 112 16 gage STAPLES - HF #2 STUDS 6" o.c. - 127 #/ft. 4" o.c. - 188 #/ ft. 3" o.c. - 254 #/ FL 2" o.c. - 323 #/ Ft. . FIELD SPACING: 12" O.G. NAILS 4 STAPLES. HOLDOWNS - INSTALL SIMPSON HOLDOWNS OR EQUIVALENT AT THE END OF SHEAR WALLS. WHEN SHOWN ON DRAWINGS. TO ATTACH USE 2X OR 3X .HF #2 CONSTRUCTION GRADES AS SHEAR WALL. BOUNDARY ELEMENTS. HOLDOWNS ARE ONLY REQUIRED INHERE SHOWN ON PLANS.. G . NASH, JONES ANDERSON Architects & Ptan.^.ers SEISM[C ANALYSIS PER IBC 09 CLIENT: . . PROJECT: DATE: NAME: 4VeighL of Building: Roof Assembly: Asphalt Shingles - 2.00 #/ft Felt - 0.15 #/ft 1/2" Plywood - 1.50 i#/ft Trusses © 24" o.c. - 1.75 #/ft R-38 Insulation - 2.35 #/ft 1/2" GWB Ceiling - 2.00 #/ft Total 9.75 #/ft Use 10.00 #/ft 1st & 2nd Floor Assembly: Carpet / Pad - 0.50 #/ft 3/4' T&G Plywood - 2.50 #/ft 2x10 ® 16" o.c. - 2.30 #/ft 1/2" GWB Ceiling - 2.00 #/ft Total 7.30 #/ft Use 10.00 #/ft Interior Wall Assembly: 1/2" GWB - 2.00 fl/ft 2X4 @ 16" o.c. - 1.10 #/ft 1/2" GWB - 2.00 #/ft Total 5.10 #/ft. Use 8.00 ,#/ft Cedar Shakes - 2.25 #/ft Felt - 0.15 #/ft 1/2" Plywood - 1.50 #/ft Trusses © 24" o.c. - 1.75 #/ft R=30 Insulation - 2.25 #/ft 1/2" GWB Ceiling - 2.00 #/ft Total 9.90 #/ft Use 10.00 ,/ft Hardwood - 2.50 #/ft. 3/4" T&G Plywood - 2.50 n/ft 2x10 ® 16" o.c. - 2.30 #/ft 1/2" GWB Ceiling - 2.00 #/ft Total 9.30 #/ft Use 10.00 #/ft Exterior Wall Assembly: 3/4" Wood Siding - 1/2" Plywood - 2x6 © 16" o.c. - R-21 Insulation 1/2" GWB - Total Use 4" Brick Veneer - 2nd Floor Root ;=:3t754;:`1 SF 1st Floor Roof.:'=x::183;'= SF 2nd Floor: 1612 SF 1st Floor. 1937 SF 2.30 #/ft 1.50 y'/ft 1.37 #/ft 2.10 #/ft 2.00 #/ft 9.27 #/ft 10.00 ;y/ft 3.20 1/ft Tile Felt - 1/2" Plywood - Trusses © 24" o.c. - R-30 Insulation - 1/2" GWB Ceiling - Total Use 9.50 #/ft • 0.15 #/ft 1.50 #/ft 1.75 #/ft 2.25 #/ft 2.00 #/ft 17.90 #/ft 18.00 #/ft 11644 N.E. 80th St. Kirkland. WA 98033 (425) 828-4117 Fax (425) 822-19.18 WWW. NASHJONESANDERSON.CO i. REVISED 12./7/04 CAPECOD\DWG \ BLOCKS '\.STRUCTUR:\L\,C \LC-SHEETS-IRC03. The Wyngate 11. Plan 2929 2nd Level: Lateral Seismic Analysis Roof: Asphalt / Cedar Shake 10 #/fti x 1754 4 SF = 17540 Tile 18 #/fts x SF = 0 L 1/2 (h) Exterior Walls: 176 x 10.,#/SFI x 4.04 1 = 7110.41(E2) Interior Walls: 170 x 8 #/SF. j x 4.04 1 _ 5494.4'02) Total: 30144.& + or 30.11 k Page 2 1st Level: Roof: Asphalt / Cedar Shake 2nd Floor: 10 #/ftl x 183 , SF = 1830 18 #/ftJx 16121SF = 29016 L 1/2 (h) (E2) Exterior Walls: 173 x 10 #/SF1 x 4.5 + 7110.4 (12) Interior Walls: 113 x 8 it/SF 1 x 4.5 3 + 5494.4 = 14895`; (E1) = 9562.41(11) Total: = 55303.8 ' or 55.3: k Nash Associates Architects 11644 NE 80th St. Kirkland, Wa. (425) 828-4117 • • • • • The Wyngate II Plan 2929 Lateral Seismic Analysis WdI • Cs • LEVEL 2:.14:::'. 30 1 x :Y0!123 ;` " =''3 7 fili LEVEL 1: z w r' -i.`"#551'3 ,5Z'Or1230,4 -,n1., i8 TOTAL,V14:::'-.,:-..',-':•••.-.:::".-,`,-",85 4 x .:,;10!1'23-',\: ,17 '',:.T '10 5 ;` LEVEL DEAD LOAD (Wdl) HIGHT (h) MOMENT (WdI)(h) SHEAR @ STORY Fx = [(Wdl)(h)]V REMARKS [(Wdl)(h)] ALPHA NUMERIC 24.4t ;STA .; 30:11 s M}' ,,18 -r _.:0",-,:i15,4s1i 8 e: -' ? "."52%$:-V± .s. = n 5:46 3 ,:&. L1 1.8 2 ;i".W.264, 267; 1 -..:;;.:ti.. 1; 14:":-.V553 ;!, ; t' , 9i%lf, i°< ..49.7)7 ' ;k:' 489/o � :'y; ; , _ ' .. n,S 04 4,. ,s1:i:3 2„:::4 2 5, TOTAL ,Y1”.,:-.-; 854 Ii ='' ,10395 11-:. . , 1:00°/01 t: '::_ 4:°,1.11. Nash Associates Architects 11644 NE 80th St. Kirkland, Wa:. • • LEVEL LINE LINE SHEAR . 5 LINE SHEAR'. ABOVE .... TOTAL ., .. P > 1 - WALL 'LENGTH a .. Vmaz _' SEISM C, (3/ft) •... 2 V / 1.4 5. `i, % ` WIND SHEAR _.. , y 'x WALL s F'TU}*NING HIGHT ,,, :OVER ` s- ti•= FORCE ;ii l r ,SHE�iR,` s. 1NALL' .. C.vi 2 A 1;8 0 1 8 ti 22,16 81 _'' 58 - , ' 8a'9 ' 8 08 `677°912 �. ' B 1'8• .. - 0 1 8 •^Cs 15 .,16 �`' 1°19 ` 85 X380 2 V •• ' < 8 08 r, ^1. M1 '3072 016 . P1 �3° C 1'8 0 1 8 30.25 4 60 I's 43 r ;61 5 4 8 08 ••r '496:92 ' 0 1;8 0 1 8 t 0 rib #DIV/0i ^ t r,,,,,,,,,,,Q;4:: #DIV/0' < #DIV/0' .. Sx. L 8•00 ''x r #DIV/01 - e r •. #DIY/01 1 2 7 0 2.7 ' 29 93 66 r 10 14 e 08 9:312 ' 2 2 0 . ' 7; 27 - 100 ; , ' 71, 5 ` 130 7, 8 08 ` 41056 056 7 Nash Associates 11644 NE 80th St. Kirkland, Wa. (425) 828-4117 Architects O LEVEL LINE • LINE;; ' , SHEAR 1 t_IE SHEAR ABOVE 1. J TOTAL ., , P > 1 .. _ .: d ; t is WALL z LENGTH ,. ..., } Ls -' ti ' • ' , Vmaz •• SEISM C (3/ft) `' �Y V /" 1 4 .� .is 5.I -.rt h .. . . ..-.. ^ -V- , .Y.... q p ".fir ' s r i t WINDY SHEAR �� [,1'^p ,��,j1#��� . , ...,. pi °j -.t C � a WALL �• RIGHT' s�..4:,.'..r• g b•-�F.'f" 'Y11 :,�T...h.li • `fir �t ..'7 ` OVER Y TURNI G• q'= r FORCEjr� l‘?..T}t `'S ,,,41�77 M .: L n.+3.HY .h �) . ' u SHEAR , ' �WLL Y rr In t 'zra .'2 . .+[l <.,v.°I." . .. �, • i "<+k • 4 l for C )T Y' ! ..S �^-''' 1. 41. i -"•'n. ; 1:: A 1.3 1 8 3 1 �. 23 5 1-x132 ;y' �:9�} ,,7162:7 4 : 9 �a X44'64 3 P1N6'!� �, .. . 4.,41..= -v . . ,il.. ie: 'ri'3`S .a,....x::- >. di , r�:ei.•Fi4,.. ... ..,t . <> ...s:< ' Y t1-... , -: .;^ "1- ; A !t ( v ". .N t,Y.1 .,:., ' Pot i' 4 _.: .i `}� -1 .Si•✓ ke B 1 3 1• 8 3 ,1; 2: , 24 1129 ., 92 t'397 5 ?9 Y.,a� 3577..i5'P1 3i .. - _.2 , i • '.r. l 1 .}.. - N-..1 ..'J i:•.Y;.w..; %... ..JC. 4 ;'•. .....a,-..-4�la1 .V...ie::LJ•t�;x -_i .' .'t.-.'.:;•• n.^..>r.1 y 0 ` ., ! ,.4•..:1:.fir. Ute,) ", 11. '. I LY'' S 1 C 1 `3 1 8 ' f 3 1; , 14:33 216'154 , t, , 266 9 N S. 9 ,' 1'°2402 1 P1-4" . 3. s-, , .... .? .,..�.,..:a`<;.`, b S_:".: r- .2rA.;"., : gar,«. r.. ..r:.r. D 1:3 • 1 8 3 1: 19 16 ' . 162 116 ,_ 69 7 .v' 9 627 3 1 • 2' 5 t 2 7 ` 5 2 -., ' { , 26 •• 200 ' 143 0 (x22 6 � r ' ''9 4 1985 P _1_ " 2 2 5 2 7 5 2 �': 18 r.-•289 pX� 206,- '`351a3 ;;^ ,;f «9 u 3 61 7 P1 3 .- ._ :;n,.•: ., '.. , ••. .' •t y. A ,� ..-' -.. ^a- t.• .,•,. x. r . .c..?� ..tx L.. ._.i . Fi. 9. rc•t..sw,i4Y.'S '' .,:: .-$-.hti:k :?k.».... C'. .. J Nash Associates 11644 NE 80th St. Architects Kirkland, Wa. (425) 828=4117 1 NASH,• JONES ANDERSON ,a SEISMIC ANALYSIS PER IBC 011' Architects & Planners CLIENT: PROJECT: ' . DATE:.... NAME: Redundancy Factor (p): Maximum allowable wall shear for p<=1 Vumax = (2)(Vaccstory)/Ab 1/2 2( 10.5 ) 21 Vumax = = 44 = 0.5 J 1937 2. Maximum actual shear Vmax = Largest seismic wall shear 0.5 0.206 3. p = 2—[2(Vaccstory)/(Vumax)(Ab 1/2) P = 2 [ 2( 10.5 ) ] = 1 ( 0.5 44 ) 11644 N: E. 80th St. Kirkland, 5YA 98033 (425) 828-4117. Fax (425) 822-1918 NWW NASHJONESANDERSO N.COM C1PEC0D\DW \\LOCKS\ST.R.UCTURAL\CAC-SHEETS-lRC03`' April 11, 2013 Harold Poncin 13037 Occidental Av S Burien, WA 98168 City of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director RE: Correction Letter #1 Development Permit Application Number D13-086 Poncin Residence —14911 58 Av S Dear Mr. Poncin, 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: Brandon Miles at 206 431-3684 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, i)-40 Bill Rambo Permit Technician File No. DI3-086 W:IPermit CenterlCorrection Letters120131D13-086 Correction Letter #I.docx 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 DATE: PROJECT NAME: RE: ADDRESS: ZONING: PLANNING DIVISION COMMENTS April 5, 2013 Poncin Residence D13-086 149XX 58th Ave South LDR The Planning Division of DCD has reviewed the above permit application. The permit application cannot be approved as submitted. The follow corrections or additional information is needed prior to issuance of the permit: 1. Removing trees on a steep slope requires a tree clearing permit. See the attached permit application. Considering retaining trees on site in order to reduce the required number of replacement trees. For example, it is unclear why the 44" maple in the front of the property needs to be removed. 2. The land alternation proposed will disturb a steep slope. Please provide a geotechnical report evaluate the impact of the construction on the adjacent steep slope. The report should also include recommendations for slope stability, including an evaluation of the proposed retaining walls. The report also needs to evaluate impacts to adjacent properties, including stormwater. 3. Provide an estimate of the cut/fill for all earthwork activities which will occur as part of the site development. 4. Provide sufficient documentation that the house will comply with the maximum height standard of 30 feet within the LDR zone. The City uses the building code's definition of height. Indemnification and Hold Harmless and Permit Temporary in Nature Reference Number(s) of Related Document(s): D13-086 Grantor: Harold Poncin, an individual Grantee: CITY OF TUKWILA, a municipal corporation of King County, Washington Work Location: Along 58th Ave. South and adjacent to 149xx 58th Ave. South. Abbreviated Work Description: Work within the City Right -of -Way for driveway access, utilities, and undergrounding of power. NOW, THEREFORE, the parties agree as follows: The Permittee shall indemnify, defend and hold harmless the City, its officers, agents and employees, from and against any and all claims, losses or liability, including attorney's fees, arising from injury or death to persons or damage to property occasioned by any act, omission or failure of the Permittee, its officers, agents and employees, in using the City's right-of-way under this permit. This indemnification and hold harmless shall not apply to any damage resulting from the sole negligence of the City, its agents and employees. To the extent any of the damages referenced by this paragraph were caused by or resulted from the concurrent negligence of the City, its agents or employees, this obligation to indemnify, defend and hold harmless is valid and enforceable only to the extent of the negligence of the Permittee, its officers, agents, and employees. Further, the right-of-way permit herein is wholly of a temporary nature and it vests no permanent right to use whatsoever to the Permittee. IN WITNESS WHEREOF, said individuals have caused this instrument to be executed 1(1i -4Q 1(day of Mal_ , 2013. pert caner / rantor p Y STATE OF WASHINGTON) )ss. County of King ) I certify that I know or have satisfactory evidence that Harold Poncin is the person who appeared before me, and said individual acknowledged that they signed this instrument and acknowledged it to be their free and voluntary act for the uses and purposes mentioned in this instrument. 1 4. Air{ a 80 '111/,, Name: rk__ Sucsail }'rock NOTARY PUBLIC, in and for the State of Washington, residing at My commission expires: 1.tvi, robe -1.46 W-19 -a0i5 DATED this V\ GRANTEE: CITY of TUKWILA By: day of (na , 2013 Print Name: Its: Bob Giberson .612-0)41-. Public Works Director STATE OF WASHINGTON) )SS. COUNTY OF KING ) On this day, before me personally appeared BOB GIBERSON to me known to be the PUBLIC WORKS DIRECTOR for the City of Tukwila, and executed this instrument on behalf of the City of Tukwila in his capacity as PUBLIC WORKS DIRECTOR and acknowledged that he is authorized to do so at his free and voluntary act and deed, for the uses and purposes therein mentioned. IN WITNESS WHEREOF, I have hereunto set my hand and official seal the day and year first above written. Name: 4-wert(. NOTARY PUBLIC, in and for the State of Washington, residing at 'G{, My commission expires: 05///y • HMI d 'I CO• D COPY PLAN REVIEW/ROUTING SLIP ACTIVITiNUMBER: D13-086 DATE: 05-07-13 PROJECT NAME: PONCIN RESIDENCE SITE ADDRESS: 14911 58 AV S Original Plan Submittal Response to Incomplete Letter # X Response to Correction Letter # 1 Revision # After Permit Issued DEPARTMENTS: 41-`' -c7--13 Lidding Division IF Public Works Fire Prevention Structural IAA Aux Planning Division Permit Coordinator111 DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 05-09-13 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 n REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved Approved with Conditions Notation: REVIEWER'S INITIALS: DATE: DUE DATE: 06-06-13 Not Approved (attach comments) n Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg 0 Fire 0 Ping ❑ PW 0 Staff Initials: Documents/routing slip.doc 2-28-02 PLAN pFJff EV ACTIVITY NUMBER: D13-086 PROJECT NAME: PONCIN RESIDENCE SITE ADDRESS: 'L'_- II ,58 AV S X Original Plan Submittal _ Response to Correction Letter # _ DATE: 03-12-13 Response to Incomplete Letter # Revision # After Permit Issued DEPARTMENTS: ing DMSion El )�i -i3 ub isJrks F'IN\ /K, i0-13 Ire Prevention Structural my\ 4g� Planning ivision Permit Coordinator II DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Incomplete El DUE DATE: 03-14-13 Not Applicable Comments: Permit Center Use: Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg 0 Fire 0 Ping ❑ PW 0 Staff Initials: TUES/THURS ROUTING: Please Route TJ Structural Review Required REVIEWER'S INITIALS: No further Review Required DATE: APPROVALS OR CORRECTIONS: Approved ❑ Approved with Conditions Notation: REVIEWER'S INITIALS: DUE DATE: 04-11-13 Not Approved (attach comments) DATE: Permit Center Use Only ff `` 11 CORRECTION LETTER MAILED: "l� \,"l Departments issued corrections: Bldg 0 Fire 0 Ping PW ❑ Staff Initials: Documents/routing slip.doc 2-28-02 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.citukwila.wa.us VISION SUB Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 7 Plan ChecWPermit Number: D13-086 ❑ Response to Incomplete Letter # Response to Correction Letter # 1 ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: Poncin Residence Project Address: 14911 58 Av S Contact Person: KA ro )/1 rob G' 1'\ Phone Number: 33 72-51 Summary ofi Revision: 6iI�Y (r.,(�4�//,& /fib — X1.2„ 0 /4;:t ) :6-` '� - ` (/�i�`ii !rte `' L,y fJ/�/ k,N, :. ter.. -ht _ ,..._ xe.t.i-krez Gen Sheet Number(s): RECEIVED CITY OF TUKWILA "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: lil--_Entered in Permits Plus on 5-7- ( V7 MAY 072013 \applications\forms-applications on line\revision submittal Created: 8-13-2004 Revised: City *Tukwila Department of Public Work 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-433-0179 Fax: 206-431-3665 Web site: http://www.TukwilaWA.gov Parcel No.: 8687800055 Address: 14911 58 AV S TIIKW Suite No: Applicant: PONCIN RESIDENCE WATER METER INFORMATION Permit Number: D13-086 Issue Date: 05/16/2013 Permit Expires On: 11/12/2013 DESCRIPTION OF WORK: CONSTRUCT NEW 2929 SQ FI' SINGLE FAMILY RESIDENCE WITH 691 SQ FT ATTACHED GARAGE PUBLIC WORKS ACTIVITIES INCLUDE: LAND ALTERING, EROSION CONTROL, STORM DRAINAGE, SANITARY SIDE SEWER, WATER, DRIVEWAY ACCESS, TRAFFIC CONTROL, AND STREET USE. TRAFFIC CONCURRENCY. TRANSPORTATION IMPACT FEE. METER #1 METER #2 METER #3 Water Meter Size: 1 0 0 Quantity: 1 0 0 Water Meter Type: Perm Work Order Number: 21340113 Connection Charge: Y $100.00 $0.00 $0.00 Installation: Y $950.00 $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: $1,125.00 $0.00 $0.00 Cascade Water Alliance (RCFC): Y $6,005.00 TOTAL WATER FEES: $7,130.00 $0.00 $0.00 doc: WTRMTR D13-086 Printed: 05-16-2013 Department of Natural Resources and Parks Wastewater Treatment Division King County b\--08(0 Residential Sewer Use Certification Sewage T'reatrment Capacity Charge • To be completed for all new sewer connections, re- connections, or change of use of existing connections. • This forrn does not apply to repairs or replacements or existing sewer connections within five years of disconnect. Please Print or Type 4 Property Street Address ity ZIP wner's Mailing Address >04, 3 3 Li/ Owner's Phone Number (with Area Code) Propebt rty Contact Phone Number (with Area Code) Party to be Billed (if different than Owner): &L) 1 � Name 6°7 Le(JAVII• Streei-Ad ess c -33V72 City 01.)-41 StateL n7-167 ` ZIP For King County Use Only Account it No. of RCEs Monthly Rate Sewer District i Agency Contact & Phone Number Date of Sewer Connection Side Sewer Permit Number Required: Property Tax Parcel Number Subdivision Name Subdivision Number Lot Number Block Number Residential Customer Please check appropriate box: Equivalent (RCE) Single-family (free standing, detached only) 1.0 Multi -Family (any shared walls): ❑ Duplex (0.8 RCE per unit) ❑ 3-Plex (0.8 RCE per unit) D 4-Plex (0.8 RCE per unit) D 5 or more (0.64 RCE per unit) No. of Units x 0.64 = • Mobile home space (1.0 RCE per space) No. of Spaces x 1.0 = If Multi -family, will units be sold individually? ❑ Yes ❑ No If yes, will this property have a Homeowner's Association? D Yes Zi.4No Pursuant to King County Code 28.84, all sewer customers who establish a new service which uses metropolitan sewage facilities shall be subject to a capacity charge. The amount of the charge is established annually by the Metropolitan King County Council as a rate per month per residential customer or residential customer equivalent for a period of fifteen years. The purpose of the charge is to recover costs of providing sewage treatment capacity for new sewer customers. All future billings can be prepaid at a discounted amount. Questions regarding the capacity charge or this form should be referred to King County Wastewater Treatment Division at 206-684-1740. I certify that the information given is correct. I understand that the capacity charge levied will be based on this information and any deviation will require resubmission of corrected data for determination of a revised capacity charge Building Name HEMMED CITY OF TUKWILA MAR 12.Ng PERMITCENTER TER Please report any demolitions off pre-existing building on this property. Credit for a demolition may be given under some circumstances. Demolition of pre-existing building? D Yes .kNo 1.6 Was building on Sanitary Sewer? D Yes XeNo 2.4 Was Sewer connected before 2/1/90? D Yes .No 3.2 Sewer disconnect date: Type of building demolished? Request to apply demolition credit to multiple buildings? ❑ Yes D No Signature of Owner/Representative Act O.c.�..•� Print Name of Owner/Representative t -9G ) "71 �' )A Date Contractors or Tradespeople al ter Friendly Page 1 General/Specialty Contractor A business registered as a construction contractor with LEI to perform construction work within the scope of its specialty. A General or Specialty construction Contractor must maintain a surety bond or assignment of account and carry general liability insurance. Business and Licensing Information Name H P CONSTRUCTION UBI No. 601333711 Phone 2062465918 Status Active Address 13037 Occidental Ave License No. HPCON**099NH Suite/Apt. License Type Construction Contractor City Seattle Effective Date 8/8/1991 State WA Expiration Date 12/21/2013 Zip 98168 Suspend Date County King Specialty 1 General Business Type Individual Specialty 2 Unused Parent Company Business Owner Information Name Role Effective Date Expiration Date PONCIN, HAROLD M Owner 08/08/1991 Bond Information Page 1 of 2 Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date 7 American Contractors Indem CO 100099013 09/29/2009 Until Cancelled $12,000.00 09/29/2009 6 CBIC SG8559 08/08/2007 Until Cancelled 08/08/2009 $12,000.00 08/06/2007 5 DEVELOPERS SURETY 8 INDEM CO 573730C 08/08/2004 Until Cancelled 09/28/2007 $12,000.00 09/29/2004 Assignment of Savings Information No records found for the previous 6 year period Insurance Information Insurance Company Name Policy Number Effective Date Expiration Date Cancel Date Impaired Date Amount Received Date 23 Nevada Capital Ins Co 77 -NPP -4-04/13/2013 004731 Date: Amount: 04/13/2014 $1,000,000.00 04/09/2013 22 Nevada Capital Ins Co 77NPP4004731 04/13/2012 04/13/2013 $1,000,000.00 03/30/2012 21 NEVADA CAPITAL INS CO 77NPP4004731 04/13/2009 04/13/2012 $1,000,000.00 04/06/2011 20 NEVADA CAPITOL INS CO NCIC0004731 04/13/2009 04/13/2010 $1,000,000.00 04/15/2009 19 Granite State Insurance Compan 02LX94258094 09/27/2008 09/27/2009 $1,000,000.0009/26/2008 18 LEXINGTON INS CO 41LX94258094 09/27/2008 09/27/2009 $500,000.00 09/24/2008 17 LEXINGTON INS CO 41LX94258093 09/27/2006 09/27/2008 $1,000,000.0009/24/2007 16 CEOXINGTON INS 41LX9425802 09/27/2006 09/27/2007 $1,000,000.00 09/26/2006 Summons/Complaint Information Cause County Complaint Judgment Status Payment Paid By 10-2-13091-8SEA GTS DRYWALL SUPPLY CO KING Date: 04/09/2010 Amount: $2,876.16 Date: Amount: $0.00 Dismissed Date: Amount: httns://fortress.wa. aov/lni/bbin/Print.asnx 05/16/2013 WRITTEN DIMENSIONS ON THIS DRAWING SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS. CONTRACTOR SHALL VERIFY ALL DIMENSIONS, CONDITIONS, ETC. PERTAINING TO THE WORK BEFORE PROCEEDING. THE OWNER MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS AND/OR CONDITIONS SHOWN ON THESE DRAWINGS. ANY SUCH VARIATION SHALL BE RESOLVED BY THE OWNER PRIOR TO PROCEEDING WITH THE WORK, OR THE CONTRACTOR SHALL ACCEPT FULL RESPONSIBILITY FOR THE COST TO RECTIFY SAME. LEGAL I:,ESCRI FT ON LOT 11 OF TRI -VISTA TERRACE, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 53 OF PLATS, PAGE 28, RECORDS OF KING COUNTY, WASHINGTON. ELEVATION DATUM PER SURVEY CONTROL POINT ID 814; POINT NAME q3V-101; BRASS PIN IN 2" CONCRETE FILLED PIPE; TOP OF PIPE 15 0.55' BELOW THE TOP OF THE MONUMENT CASE - AT THE INTERSECTION OF SOUTH 144TH STREET AND 511TH AVE S; ELEVATION = 114.18 FEET NAVD88 I I -1'-0" ALL STOCK PILES TO BE COVERED WITHIN 24 HOURS DOWNSPOUTS AND DRAINS TO BE TIED INTO STORM SYSTEM PERMANENT VEGETATION TO BE SOD AND BARK NOTE : PATIO DRIVE WAY/ IAIALK NAY IMPERV. AREAS: LOT AREA 12,c460 S.F. HOUSE/ I NCLUD I NS SARASE AND PORCHES 2,034 S.F. SEE CIVIL ENGINEER DRAWINGS FOR STORM WATER AND DRAINAGE INFORMATION I4'-4" 22'-2" 26'-6" SO S.F. 6103 TOTAL WE T 180.00 0 Q�L zl 1 1 1 1 %.31L 131 tot kp cv "' 60.00' \ 5'-0' c,ehh J I I PO.W. = 2I5' .0.1^l. = 11L211' TJIO.W. = XIG' B0.11. = T.b.W. B.42.W. cOn Crefe light pole 1 (1) appro x•0U CO 0 O 1 1 1 0\ - SEPARATE PERMIT REQUIRED FOR: O Mechanical ['electrical ❑ Plumbing ❑ Gas Piping City of Tukwila 131.11 GING DIVISION® set RR asphalt sRikc in apron / WEST 180.00' I N 7 Existing House #14915 Zo +0 0 12 5 ya- 15 J1. So loo SEE GENERAL NOTES REVISIONS thenpes shell be made to the scope cf t"' '°'lt without prior approval of T utt„ i Io Building Division. ;r77:: toiti require a new plan gu�bmilf&t 4.. d:rrt inciude4�Lit, plan review keg: PLANNING APPROVED . • No changes can be . to 44 „ plans without approval from the Planning Division of DCD Approved By: �'`� 1'� ? * . Date:-- 1-1- SCALE : I " 201 / 0/ NORTH L,) 03 2,cIcN S.F. 25% SIT LOCATION 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 the Public Works utilities inspector. Date: By: 1/1/ is cticthel F8 SOP`! Permit No. tdc, 13-0$l0 Pi rrvlew approval is to errors and omissions. c,;:r :. ,•al of construction documents does not authorize t'r, . of any adopted code or ordinance. Receipt nt r►pproved Feid Copy is ed: city Of % BUILDING DIVISION APPROVED APR 0 9 2013 City of Tukwila PUBLIC Works REVIEWED FOR CODE COMPLIAN APPROVE MAY 15 2013 viL City of Tukwila it LIILDING DMVI 11 RECEIVED MAR 14 2013 TUKVVIu PUBLIC WORKS RECEIVED CITY OF TUKWILA MAR 1 2 2013 PERMIT -CENTER bl3O8(o 1.,RA MING INDEX GI SITE PLAN Al ELEVATIONS A2 ELEVATIONS AB FOUNDATION PLAN A4 MAIN FLOOR PLAN AB UPPER FLOOR PLAN A6 ROOF FRAMING PLAN A/ BUILDING SECTIONS LI LATERAL DETAILS GI GENERAL NOTES 4 DETAILS Gi rr®nt 20I HP CONSTRUCTION TUKJNI LLA THE WYNATi= 1I 3 CAR 2512 RECD A GAR IIOMAS STATE Of WASHINGTON fY+P.; IT T NASH CHITE( BEET . KIRKI.AND, WA www.nash-architects.corr 0 Q 1-5 Q project: 02 { 1rHP 6 N .. I 4c1 I u z r 43 Gi rr®nt 20I HP CONSTRUCTION TUKJNI LLA THE WYNATi= 1I 3 CAR WRI1 ItN DIMENSIONS ON THIS DRAWING SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS. CONTRACTOR SHALL VERIFY ALL DIMENSIONS, CONDITIONS, ETC. PERTAINING TO THE WORK BEFORE PROCEEDING. THE OWNER MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS AND/OR CONDITIONS SHOWN ON THESE DRAWINGS. ANY SUCH VARIATION SHALL BE RESOLVED BY THE OWNER PRIOR TO PROCEEDING WITH THE WORK, OR THE CONTRACTOR SHALL ACCEPT FULL RESPONSIBILITY FOR THE DOST TO RECTIFY SAME. FOR FLAT BAGKSLOPE SURFACE SHOULD BE IMPERVIOUS AND SLOPED TO DRAIN 1 TO 2 2 OR FLATTER (U A FREE -DRAINING BACKFILL (MAX. 3% FINES) MIN. 8" WIDE LAYER OF 2"-4" QUARRY SPALLS ADJACENT TO ROCKERY. STABLE GUT FACE IN NATIVE MATERIAL (SEE NOTE 7). I" (OR LESS) 4, WASHED GRAVEL; MIN. 6" COVER OVER PIPE: MIN. 2" GRAVEL GRAVEL UNDER PIPE. - / • MIN. 4"4' PERF. PIPE; MIN. I% CONTINUOUS SLOPE TO OUTLET; PIPE GUT FACE LINED WITH FILTER. FABRIC. FIRM UND I STUBBED SOIL NO ROADWAYS OR PARKING IN THIS AREA 4101 A VP ,fr 4 44 •, W4, - r NO FOOTING OF STRUCTURES (INCLUDING OTHER. ROCKERIES) MAY BEAR IN HATCHED AREA GENERAL NOTES: PLACEMENT OF AI,JACENT STRUCTURES I. ROCKERIES 4' AND OVER IN HEIGHT REQUIRE A BUILDING PERMIT 2. FOR ROCKERIES BETWEEN 4' AND 6' HIGH THE INSTALLER OR CONTRACTOR SHALL PROVIDE A LETTER TO THE BUILDING INSPECTOR PRIOR TO FINAL INSPECTION CERTIFYING THAT THE SUBGRADE AND DRAINAGE HAVE BEEN PREPARED IN AGGORDANANGE WITH THESE STANDARDS. 4. ROCK SHALL BE SOUND AND HAVE MINIMUM DENSITY OF 160 POUNDS PER CUBIC FOOT. 5. THE LONG DIMENSION OF ALL ROCKS SHALL BE PLACED PERPENDICULAR TO THE WALL. EACH ROCK SHOULD BEAR ON TWO ROCKS IN THE TIER BELOW. 5. ROCKERIES 6' AND OVER IN HEIGHT REQUIRE ENGINEERING SUPERVISION BY SPECIAL INSPECTOR (UBC 506b), WHICH AT MINIMUM SHALL CONSIST OF INSPECTION AND WRITTEN CERTIFICATION OF SUBGRADE PLACEMENT OF BASE COURSE AND DRAINAGE, AND FINISHED ROCKERY. 6. IMPROVED WALKING SURFACES ABOVE AND ADJACENT TO ROCKERIES OVER 50" IN HEIGHT SHALL BE PROTECTED BY A GUARDRAIL CONFORMING TO UBC. 5505.7.2 "7. ROCKERIES ARE EROSION -CONTROL STRUCTURES. NOT RETAINING WALLS. NATIVE MATERIAL MUST BE STABLE AND FREE- STANDING IN GUT FACE. 8. ANY DEVIATION IN DESIGN OR IN PLACEMENT OF ADJACENT STRUCTURES MUST BE SUBMITTED WITH THE SEAL OF A CIVIL ENGINEER CURRENTLY LICENSED IN THE STATE OF WASHINGTON. OG1C`r" STANZA SILT FENCE 0 rn GONSTRUGTION ENTERANGE 1 NEWLY GRADED OR DISTURBED SLOPE. WIRE MESH FENCE WITH FILTER FABRIC MATERIAL. 2 7-11 MAXIMUM NO FILL WITHIN 4 FT. OF FENCE. 2 X 2 WOOD POST, STEEL POST, OR EQUIVALENT. 4 FT. 12 IN. BURY BOTTOM OF FILTER FABRIC MATERIAL WITH EXCAVATED MATERIAL 0 000 ocb Q Q0 op 24 IN. 18 IN. TYPICAL CROSS SECTION WEST 180.00' N1,3 � 1 �1— f,, �i 5'-O" S.BL. k4I r Ni , cv nro ch \ r). I c/,Phh� 1 \ I'..I I\ _`1 \ 1 I 11.0.H. ; 51 '�'j{.O.W. "12111 1 L _._ O'i" 1 \ T�O.W. =-11-p--- 1 J I B O.W. IS' 1 1 I I T.�.W. = 2 q' \ 0 \ m l 1 I I B.c.w. = 2r I z i o \ 1 1 r U I \ I 1 NI NI 10 ,i,1, I'`"/ i- t •60.00' 1 of 1 1 GARAGE a spike in apron N — WEST 180.00' toN ? J/ 2 acy /'1 Y 1 cove Sr 24 HRj f 0,N1 01 0S'vi I r 1 a) L U 0 N o9Pf0.)(• CL • 11 Existing House #14915 SILT FENCE c 099f 0Y-• 8 TV vault p power vault hone' vault I I water meter • 03 C'- WIRE MESH FENCE WITH FILTER FABRIC MATERIAL. APPROVED APR 0 9 2013 City of ila PUBLIC WTorks 6 IN. 3.5 FT. v.u.uunuu \•uu/...lH•OM• MMMMMMMM MMMMMMM 11111• -■ ■ II MI ■ // 24 IN. I--6 FT. MAXIMUM --1 \_ BURY BOTTOM OF FILTER FABRIC ELEVATION MATERIAL IN 12 IN. X 8 IN. TRENCH. NOTES: 1. FENCE SHALL NOT BE INSTALLED ON SLOPES STEEPER THAN 2 : 1. 2. JOINTS IN FILTER FABRIC SHALL BE OVERLAPPED 6 INCHES AT POST. 3. USE STAPLES, WIRE RINGS, OR EQUIVALENT TO ATTACH FABRIC TO WIRE FENCE. 4. REMOVE SEDIMENT WHEN IT REACHES 1/3 FENCE HEIGHT. GAr71 G ALAN ROGK SIZE 0I I—� 4"-6" 03 CO o 03 000 0 0 00o 0 0 1 2 5 10 15 20 30 40 50 00 c 0 000 p0 00 QD OQD 00 SEE GENERAL NOTES SCALE: 1" =301 ALL STOCK PILES TO BE COVERED W I TH I N 24 HOURS DOINNSFOUTS AND DRAINS TO BE TIED INTO STORM SYSTEM NOT: NORTf-1 ROGK CONSTRUCTION ENTRA GE DETAIL 4 NOTE: LENGTH MAY BE MODIFIED BY INSPECTOR AS SITE CONDITIONS WARRANT 13-08h SEE CIVIL ENGINEER DRAIN I NGS FOR STORM 1NATER AND DRAINAGE INFORMATION REVIEWED FOR °DE COMPLIANCE APPROVED MAY 15 2013 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA MAR 1 2 2013 PERMIT CENTER Gut -rent 2015 HP CONSTRUCTION TUKW I LLA THE INY'NATE 11 3 GAR 2512 REGISTF D ARC CT GA•'� T OMAS NAS STATE OF WASHINGT d CHITE( BEET . KIRKLAND, WA www.nash-architects.corr projact: HP CONSTRUCT ION 14A115 58TH AVE S TUKWILLA, W4 date: 3-8-13 permit: revisions: drown by : JLK Ghe .ked by : GN o Cs/ 02 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA MAR 1 2 2013 PERMIT CENTER Gut -rent 2015 HP CONSTRUCTION TUKW I LLA THE INY'NATE 11 3 GAR WRITTEN DIMENSIONS ON THIS DRAWING SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS. CONTRACTOR SHALL VERIFY ALL DIMENSIONS, CONDITIONS, ETC. PERTAINING TO THE WORK BEFORE PROCEEDING. THE OWNER MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS AND/OR CONDITIONS SHOWN ON THESE DRAWINGS. ANY SUCH VARIATION SHALL BE RESOLVED BY THE OWNER PRIOR TO PROCEEDING WITH THE WORK, OR THE CONTRACTOR SHALL ACCEPT FULL RESPONSIBILITY FOR THE COST TO RECTIFY SAME. THIS STAMPED PLAN 15 SITE SPECIFIC AND 15 TO BE USED FOR ONE SITE ONLY. BASIC PERMITS FOR MULTIPLE SITES ARE NOT ALLOWED WITH THIS STAMPED PLAN WITHOUT ATTACHED WRITTEN PERMISSION OF THE ARCHITECT OF RECORD. GENERAL NOTES I. ALL CONSTRUCTION PER APPLICABLE GODES AND ORDINANCES. 200q IRG, UMG, UPG, WSEG, VAIQ, UFC. 2. VERIFY ALL DIMENSIONS ON JOB SITE. BRING DISCREPANCIES TO THE ATTENTION OF OWNER/ AND/OR DESIGNER. 3. OWNER WILL VERIFY WINDOW SIZES .AND MANUFACTURER(5) WITH FRAMER BEFORE START OF CONSTRUCTION. 4. ONE WINDOW PER BEDROOM SHALL MEET EGRESS GODE. 5. SKYLIGHT GLAZING PER I.R.G. Oq. 6. TRUSS MANUFACTURER SHALL SUPPLY SHOP DRAWINGS TO OWNER AND FRAMER TO REVIEW AND APPROVE BEFORE FABRICATION. 1. OWNER WILL VERIFY ELECTRICAL AND HEAT LAYOUTS WITH INSTALLER BEFORE INSTALLATION. 8. ALL EXTERIOR WARM WALLS TO BE 2 x 6 STUDS 16" O.G. TYPICAL. NOTES I. ALL WOOD EXPOSED TO WEATHER SHALL BE PRESSURE TREATED OR CEDAR. 2. CAULK AND SEAL ALL WINDOW / DOOR AND EXTERIOR ENVELOPE PENETRATIONS. 3. GLAZING PER STATE ENERGY CODE. 4. SEPERATE PERMITS ARE REQUIRED FOR FENCES, PLUMBING, MECHANICAL, AND ELECTRICAL. 5. PROTECTION FROM DECAY IS REQUIRED FOR ALL WOOD SIDING AND WALL FRAMING LESS THAN 2" ABOVE CONCRETE STEPS, PORCH SLABS, PATIO SLABS, AND SIMILAR HORIZONTAL SURFACES EXPOSED TO THE WEATHER. 6. REFER TO ALL ELEVATIONS FOR TYPICAL NOTES. 1. S.G. = SAFETY GLASS 4X4 PONT VIEW 20" SIDE VIEW BEVEL GUT ON END 4x ® 45 DEGREES NOTE: 6x MATERIAL MAY BE USED IN LIEU OF 4x MATERIAL FOR OUTLOOKER CONSTRUCTION OUTLOOKER PETAL L SEE 66eem. NOTES 2x6 TRIM 5/4x6 TRIM 2x8 TRIM 1x3 TRIM SCALE, I/2' • '-0' ININl7OIN TRIM DETAIL JE seem. Notes SCALE. V2' • r o" UPPER TOP PL. UPPER SUB. FLR. MAIN TOP PL. ELEV. 213' MAIN SUB. FLR. 12 2x10 BARGE BOARD W/ lx3 TRIM ® ALL GABLE ENDS 4x OUTLOOKERS WHERE SHOWN SEE DETAIL THIS PAGE LINE OF INTERIOR VAULT CEDAR SHINGLE SIDING WHERE SHOWN ASPHALT COMP. SHINGLES ON 15* FELT METAL GUTTER ON 1x8 FASCIA BOARD ELEV. 208' GARAGE SLAB ►► I► ►i ►► II ►i II ►J Ii II II Ii ►I II Ii I II Ii II SEE GENERAL NOTES z -J 8 12 6" HORIZONTAL SIDING WHERE SHOWN I x3/4 CORNER CULTURED STONE VENEER; INSTALL PER MFG. SPECS 1 (S.G,) (S.G) :`(5 REAR ELEVATION SEE GENERAL NOTES SCALE: 1/4" = 1'-0" SQUARE POOTAGES MAIN 1317 UPPER 1612 TOTAL 2qf 2qf GARAGE 6011 ADDRESS NOTE: ADDRESS NUMBERS SHALL BE A MINIMUM 4" HIGH WITH A MINIMUM STROKE WIDTH OF 1/2" AND BE ON A CONTRASTING BACKGROUND PER IRG 31x.1 UPPER TOP PL. UPPER SUB. FLR. MAIN TOP PL. 0 Ta- ELEV. 213' MAIN 5UB. FLR. REVIEWED FOR BODE COMPLIANCE } APPROVED MAY 15 2013 CIV of Tukwila BUILDING DIVISION bit•of36 RECEIVED CITY OF TUKWILA MAR 122013 PERMIT CENTER CURRENT 2013 HP CONSTRUCTION, TUKWILLA 2g2q WYNGATE II, 3 GAR 2512 REGIS ED A ECT CAR f-IOMAS NASH STATE OF WASHINGTON Iii— CH1TE( REET . K IRKLAND, WA www.nash-architects.con • T date: 02-25-I5 permt: renis ions : drawn by: ...ILK checked by: GN Sf--FT A O1 A-7 I CURRENT 2013 HP CONSTRUCTION, TUKWILLA 2g2q WYNGATE II, 3 GAR WRITTEN DIMENSIONS ON THIS DRAWING SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS. CONTRACTOR SHALL VERIFY ALL DIMENSIONS, CONDITIONS, ETG. PERTAINING TO THE WORK BEFORE PROCEEDING. THE OWNER MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS AND/OR CONDITIONS SHOWN ON THESE DRAWINGS. ANY SUCH VARIATION SHALL BE RESOLVED BY THE OWNER PRIOR TO PROCEEDING WITH THE WORK, OR THE CONTRACTOR SHALL ACCEPT FULL RESPONSIBILITY FOR THE DOSTTO RECTIFY SAME. GENERAL NOTES I. ALL CONSTRUCTION PER APPLICABLE GODES AND ORDINANCES. 2009 IRG, UMG, UPC, WSEG, VAIQ, UFG. 2. VERIFY ALL DIMENSIONS ON JOB SITE. BRING DISCREPANCIES TO THE ATTENTION OF OWNER/ AND/OR DESIGNER. 3. DINNER WILL VERIFY WINDOW SIZES AND MANUFACTURER(S) WITH FRAMER BEFORE START OF CONSTRUCTION. 4. ONE WINDOW PER BEDROOM SHALL MEET EGRESS CODE. 5. SKYLIGHT GLAZING PER I.R.G. O9. 6. TRUSS MANUFACTURER SHALL SUPPLY SHOP DRAWINGS TO OWNER AND FRAMER TO REVIEW AND APPROVE BEFORE FABRICATION. 1. OWNER WILL VERIFY ELECTRICAL AND HEAT LAYOUTS WITH INSTALLER BEFORE INSTALLATION. S. ALL EXTERIOR WARM WALLS TO BE 2 x 6 STUDS 16" O.G. TYPICAL. NOTES I. ALL WOOD EXPOSED TO WEATHER SHALL BE PRESSURE TREATED OR CEDAR. 2. CAULK AND SEAL ALL WINDOW / DOOR AND EXTERIOR ENVELOPE PENETRATIONS. 3. GLAZING PER STATE ENERGY CODE. 4. SEPERATE PERMITS ARE REQUIRED FOR FENCES, PLUMBING, MECHANICAL, AND ELECTRICAL. 5. PROTECTION FROM DECAY 15 REQUIRED FOR ALL WOOD SIDING AND WALL FRAMING LESS THAN 2" ABOVE CONCRETE STEPS, PORCH SLABS, PATIO SLABS, AND' SIMILAR HORIZONTAL SURFACES EXPOSED TO THE WEATHER. 6. REFER TO ALL ELEVATIONS FOR TYPICAL NOTES. 1. S.G. = SAFETY GLASS LINE OF EXISTING GRADE l.•• �1 ` T.O.W. = /r`c‘o. B.O.W. = T.O.W. = 219' B.O.W. = 215' LINE OF DRIVEWAY T.O.W. = 215' ( B.O.W. = 211' 41. UPPER TOP PL. UPPER SUB FLR. MAIN TOP PL. ELEV. 213' MAIN SUB FLR. 12 LUNE OF EXISTING GRADE W/ 15% SLOPE BEYOND 12 4 in LEST ELEVATION SEE GENERAL NOTES SCALE: 1/4" = I' -O" 12 ELEV. 213' MAIN SUB FLR. ELEV. 208' GARAGE SLAB • UPPER TOP PL. T dJ UPPER SUB FLR. MAIN TOP PL. O is ELEV. 213' MAIN SUB FLR. LINE OF EXISTING GRADE RIGHT ELEVATION SEE GENERAL NOTES SCALE: 1/4" = I' -O" LINE OF DRIVEWAY W/ 15% SLOPE BEYOND 1 LINE OF EXISTING GRADE 4110 4110 ) T.O.W. = 215' B.O.W. = 211' 410 410 T.O.W. = 219' B.O.W. = 215' T.O.W. = ' B.O.W. = 21P ;_A,ct REVIEWED FOR E ODE COMPLIANCE ` APPROVED MAY 15 2013 City Ot TukWIIO BUILDING DIVISION RECEIVED CITY OF TUKWILA MAR 12 2013 PERMIT CENTER CURRENT 2013 HP CONSTRUCTION, TUKWILLA 212q WYNGATE II, 3 GAR 2512 REGIS AR GAR IOMAS NAS] STATE OF WASHINGTON CHITS( BEET . KIRKLAND, WA www.nash-architects. con 1 Si l s- CURRENT 2013 HP CONSTRUCTION, TUKWILLA 212q WYNGATE II, 3 GAR WRITTEN DIMENSIONS ON THIS DRAWING SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS. CONTRACTOR SHALL VERIFY ALL DIMENSIONS, CONDITIONS, ETC. PERTAINING TO THE WORK BEFORE PROCEEDING. THE OWNER MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS AND/OR CONDITIONS SHOWN ON THESE DRAWINGS. ANY SUCH VARIATION SHALL BE RESOLVED BY THE OWNER PRIOR TO PROCEEDING WITH THE WORK, OR THE CONTRACTOR SHALL ACCEPT FULL RESPONSIBILITY FOR THE COST TO RECTIFY SAME. FOUNDATION NOTES I. PROVIDE GRAWLSPAGE DRAIN AT LOW POINT IN GRAWLSPAGE. 2. SLOPE ALL CONCRETE STOOPS AND/OR PATIOS 1/4" PER FOOT AWAY FROM DOORWAYS. 3. (I) VENT 15 TO BE LOCATED WITHIN 3 FT OF EACH CORNER. 4. ALL WOOD IN CONTACT WITH CONCRETE SHALL BE PRESSURE TREATED OR CEDAR. 5. PER IRG R3Iq.1.1, ALL FIELD END GUTS, NOTCHES, AND DRILLED HOLES OF PRESSURE TREATED WOOD SHALL BE RETREATED IN THE FIELD IN ACCORDANCE WITH AWPA M4. 6. FASTENERS INTO OR IN CONTACT WITH PRESSURE TREATED OR FIRE-RETARDENT WOOD SHALL BE OF HOT DIPPED GALVANIZED STEEL, STAINLESS STEEL, SILICON, BRONZE, OR COPPER. EXCEPTION - 1/2 INCH DIAMETER OR GREATER STEEL BOLTS 1. PROVIDE SOLID BLOCKING UNDER BEARING WALLS. 8. PROVIDE 6 MIL. VISQUEEN VAPOR BARRIER WITH 12" OVERLAP AT SEAMS TO TOP OF FOOTING THRU-OUT GRAWLSPAGE. q. ALL FLASHING TO BE IN COMPLIANCE WITH 200q IRG, SECTION 8703.8. CRAWL SPACE VENTILATION GALL'S 1311 SF OF CRAWL SPACE AREA 15115F/150=8.18 8.18 / .15 = 11.10 SF 11.10 5F x 144 IN/SF = 1685 51 1685 SI TOTAL VENT AREA REQUIRED VENT AREA = 108 51 EA. VENT 1685 / 108 = 15.6 NUMBER OF VENTS REQUIRED 16 TOTAL VENTS PROVIDED FLOOR FRAMING NOTES: 2x10 FLOOR JOIST -5 ® 16" o.c. TYPICAL UNLESS NOTED OTHERWISE W/ 2x STOCK SOLID BLOCKING @ BEARING. EXTRA JOISTS UNDER PARALLEL WALLS. BEAM AND GONNEGTION NOTES ALL BEAMS THAT ARE NOT WINDOW OR DOOR HEADERS OR UNLESS GALLED OUT ON THE PLANS,ARE TO BE EITHER BELOW PLATE (TOP OF BEAM 15 FLUSH WITH TOP OF PLATE) OR ABOVE PLATE (THE BOTTOM OF THE BEAM 15 AT THE TOP PLATE OR IN THE FLOOR SYSTEM) ALL BEAMS TO WALL CONNECTIONS ARE TO USE G516 STRAPS FROM BEAM TO THE SUPPORTING STUD/POSTS ALL BEAM HANGERS ARE TO BE SIMPSON OR SIMILAR APPROVED HANGERS. THE CONTRACTOR 15 TO VERIFY PRIOR TO CONSTRUCTION THE AVAILABILITY OF HANGERS GALLED OUT ON THE PLANS USE GSI6 STRAPS FOR SPLICED BEAM CONNECTIONS (AT SUPPORTING POSTS) LEGEND: PT. LD. )•i ABV. SHEAR NOTE: BEARING WALL ABOVE FLOOR LINE ABOVE MULTIPLE 2x STUDS @ POINT LOAD (2) 2x TYP. UNLESS NOTED OTHERWISE POINT LOAD ABOVE 4x4 POST SEE SHEET LI FOR SHEAR WALL NAILING SCHEDULE 4 DETAILS SHEAR LEGEND: PI -6" INDICATES SHEAR WALL REFER TO SCHEDULE * -.1- DENOTES HOLDOWN LOCATION; SEE PLAN FOR TYPE �- DENOTES STRAP LOCATION; SEE PLAN FOR TYPE INDICATES 3x FRAMING MEMBERS; MUD SILL's, PLATE'S 4 STUDS co EDGES 9 61'-6" OVERALL 5I' -O" 10'-6" I5' -I0" 8'-O" HIGH CONCRETE RETAINING WALL ABOVE GAGRAGE SLAB 10'-6" LONG FDN. VENTS, TYP. 18"x6" SCREENED 16 REQUIRED 4" GONG. SLAB ON 4" GRAVEL FILL ON COMPACT EARTH SLOPED I/4"/FT. 4t.4 STUB STEEL o 18' O.G. 1AX. ///iliir 4/1" //. 4x4 P.T. POST (4)(6 o BEAM SPLICES) ON 9O# FELT ON 18/18/12 GONG. PAD, TYP. UNLESS OTHERWISE NOTED EN. -MI.. iii` D,eS«MI III 1E11 18"x24" CRAWL SPACE i?J 2x1O1 ACCESS 4'-4" 4'-4" 4'-5" EN` x10 DF. 4" GONG. SLAB ON 4" GRANULAR BED ON STAMPED GRADE SLOPE 3" TO O.H. DR DONT. FOOTING o O.H. DOOR CONT. FOOTING ® O.H. DOOR EDGE OF SLAB EDGE OF SLAB FOOTING INSPECTION (RE: Geotech report prepared for this site.) Over excavation requiring structural (engineered) fill shall comply with recommendations as outlined in the geotechnical report. Prior to requesting a footing inspection, the Geotech engineer of record shall verify the soils condition and provide an inspection report prepared and signed by the Geotech engineer. Geotech report shall verify that soils conditions including compacted fill shall satisfy specifications as outlined for footing/foundation construction. Geotech engineers report shall be presented to the building inspector at time of footing inspection. 1'-14 X40 T ' T IO' -6" 30'-0" 61'-6" OVERALL 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 NEC 250.50. A concrete encased grounding electrode is required in all new concrete footings. The electrode shall consist of at least 20 feet of %" 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.) REVIEWED FOR PODE COMPLIANCE APPROVED MAY 152013 City of Tukwila BUILDING DIVISION b3o 8Q) OUNIr,ATION PLAN SEE GENERAL NOTES !RECEIVED CITY OF TUKWILA MAR 1 2 2013 PERMIT -CENTER CURRENT 2013 HP CONSTRUCTION, TUKWILLA 2g2q WYNGATE 11, 3 GAR WRITTEN DIMENSIONS ON THIS DRAWING SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS. CONTRACTOR SHALL VERIFY ALL DIMENSIONS, CONDITIONS, ETC. PERTAINING TO THE WORK BEFORE PROCEEDING. THE OWNER MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS AND/OR CONDITIONS SHOWN ON THESE DRAWINGS. ANY SUCH VARIATION SHALL BE RESOLVED BY THE OWNER PRIOR TO PROCEEDING WITH THE WORK, OR THE CONTRACTOR SHALL ACCEPT FULL RESPONSIBILITY FOR THE DOST TO RECTIFY SAME. GENERAL NOTES I. ALL EXTERIOR WARM WALLS TO BE 2x6 STUDS 16" 0.G. TYPICAL, WITH R-21 INSULATION. 2. ALL HEADERS ON MAIN FLOOR TO BE 4x10 DF -L#2 OR (2) 2X10 DF -L#2 UNLESS NOTED OTHERWISE. 3. PROVIDE SOLID BLOCKING UNDER ALL BEARING WALLS. 4. INLINE FRAMING - SINGLE TOP PLATE STRAP SPLICES AND CORNERS, EXCEPT AS NOTED FOR SHEAR TRANSFER. 5. ALL GUARDRAILS PER MANUFACTURES SPECS. SUPPORT CAPABLE OF RESISTING A SINGLE CONCENTRATED LOAD OF 200 LBS, APPLIED IN ANY DIRECTION AT ANY POINT ALONG THE TOP OF RAIL 6. FASTENERS INTO OR IN CONTACT WITH PRESSURE - TREATED OR FIRE-RETARDENT WOOD SHALL BE OF HOT -DIPPED GALVANIZED STEEL, STAINLESS STEEL, SILICON, BRONZE, OR COPPER. EXCEPTION - 1/2 INCH DIAMETER OR GREATER STEEL BOLTS. 1. PER IRC R31q.l.l, ALL FIELD END GUTS, NOTCHES, AND DRILLED HOLES OF PRESSURE TREATED WOOD SHALL BE TREATED IN THE FIELD IN ACCORDANCE WITH AWPA M4. 8. ONE WINDOW PER BEDROOM SHALL MEET EGRESS CODE PER 200q IRG R310.I q. UNDER ALL PARALLEL BEARING WALLS, USE DOUBLE JOISTS OR AS NOTED ON PLANS. DOUBLE JOISTS UNDER ALL NON-BEARING PARALLEL WALLS. 10. EXHAUST FANS LARGER THAN 50GFM MAY BE CONNECTED TO 4" SMOOTH WALL VENT PIPE IF RUNS DO NOT EXCEED 20' IN LENGTH. THE MINIMUM SIZE OF OF FLEX DUCT 15 5" DIAMETER WITH MAXIMUM RUN OF 15' II. COMBUSTION AIR REQUIRED FOR ALL FUEL BURNING APPL I ANGES. 12. WSEC COMPLIANGE CERTIFICATE REQUIRED WITHIN 3' OF ELECTRICAL PANEL. 13. ALL FLASHING TO BE IN COMPLIANCE WITH 200q IRG, SECTION R103.8. 14. ALL OPENINGS MADE IN WALLS, FLOORS, OR CEILINGS FOR THE PASSAGE OF PIPES, STRAINER PLATES ON DRAIN INLETS, TUB WASTE OPENINGS TO GRAWLSPAGE, AND METER BOXES TO COMPLY WITH UPG SECTION 313.1.2 15. ALL WASTE PLUMBING DROPS TO BE ON INTERIOR WALLS OR FURRED OUT EXTERIOR WALLS. GARAGE NOTES I. GARAGE/LIVING SEPARATION, USE NO LESS THAN 5/8" TYPE "X" GWB. WHERE THE SEPARATION 15 A FLOOR - CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN 1/2" GWB OR EQUIVALENT. PER TABLE R302.6 2. WRAP POSTS AND BEAMS W/ 1/2" TYPE "X" GWB 3. INSULATE ALL WARM WALLS AND CEILINGS 4. DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SHALL BE CONSTRUCTED OF NO. 26 GAUGE SHEET STEEL AND SHALL HAVE NO OPENINGS INTO THE GARAGE 5. OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE SOLID WOOD DOORS NOT LESS THAN 1-3/8" IN THICKNESS, SOLID OR HONEYCOMB GORE STEEL DOORS NOT LESS THAN 1-3/8", OR 20 -MIN FIRE -RATED DOORS. P I REPLACE NOTES: I. '0' CLEARANCE FIREPLACE WITH DIRECT VENT. 2. FACTORY BUILT FIREPLACE SHALL BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS AND SHALL HAVE APPROVAL LABEL ATTACHED. 3. FIREPLACES AND STOVES MUST BE D.O.E. APPROVED AND BE TESTED, CERTIFIED AND LABELED AS SUITABLE FOR USE DURING A FIRST STAGE BURN BAN. HEATING NOTES INSTALLATION PER ASHRAE q0A-88 2. ALL PILOTS, BURNERS AND SWITCHES TO BE MINIMUM +18" ABOVE SLAB. 3. PROVIDE +18" PLATFORM OF 2 LAYERS 3/4" PLYWOOD, 1 LAYER IF PLATFORM IS ON SLAB. 4. WATER HEATERS SHALL BE ANCHORED OR STRAPPED TO RESIST HORIZONTAL DISPLACEMENT DUE TO EARTHQUAKE MOTION. STRAPPING SHALL BE AT POINTS WITHIN THE UPPER 1/3 AND LOWER 1/3 OF THE WATER HEATER. 5. FORGED AIR GAS HEATING SYSTEM; OUTDOOR AIR: OUTDOOR AIR INLET CONNECTS TO THE RETURN AIR PLENUM INCLUDING DAMPER. MINIMUM AIR EXCHANGE PER 200q IRG, SECTION M1508 OUTDOOR AIR SUPPLY A MECHANICAL SYSTEM SHALL SUPPLY OUTDOOR AIR AS REQUIRED BY 200q IRG, SECTION 1508 THIS SYSTEM 15 TO BE INTEGRATED WITH THE FORGED AIR HEATING SYSTEM MEGHAN I GAL VENT' LAT I ON WHOLE HOUSE VENTILATION SYSTEM PER 200q IRG, SECTION 1508 COMBINED SOURCE SPECIFIC FANS INTERGRATED WITH FORGED -AIR HEATING SYSTEM SHEAR NOTE: SEE SHEET LI FOR SHEAR WALL NAILING SCHEDULE 4 DETAILS SHEAR LEGEND: PI -6" INDICATES 5HEAR WALL. REFER TO SCHEDULE NE ) --Al- DENOTES HOLDOWN LOCATION; ® SEE PLAN FOR TYPE -�- DENOTES STRAP LOCATION; (3x) SEE PLAN FOR TYPE INDICATES 3x FRAMING MEMBERS; MUD SILL's, PLATE's STUDS 0 EDGES FLOOR FRAMING NOTES: 2x12 FLOOR JOISTS 10 16" 0.G. TYP 'GAL UNLESS NOTED OTHERWISE IN/ 2x STOCK SOLID BLOCKING ® BEARING EXTRA JOISTS UNDER PARALLEL WALLS BEAM AND GONNEGTION NOTES ALL BEAMS THAT ARE NOT WINDOW OR DOOR HEADERS OR UNLESS GALLED OUT ON THE PLANS,ARE TO BE EITHER BELOW PLATE (TOP OF BEAM 15 FLUSH WITH TOP OF PLATE) OR ABOVE PLATE (THE BOTTOM OF THE BEAM 15 AT THE TOP PLATE OR IN THE FLOOR SYSTEM) ALL BEAMS TO WALL CONNECTIONS ARE TO USE G516 STRAPS FROM BEAM TO THE SUPPORTING STUD/POSTS ALL BEAM HANGERS ARE TO BE SIMPSON OR SIMILAR APPROVED HANGERS. THE CONTRACTOR IS TO VERIFY PRIOR TO CONSTRUCTION THE AVAILABILITY OF HANGERS GALLED OUT ON THE PLANS USE G516 STRAPS FOR SPLICED BEAM CONNECTIONS (AT SUPPORTING POSTS) LEGEND: CI EU El Ela Ea la vin i'w PT. LD. ^� ABV. BEARING WALL BEARING WALL ABOVE FLOOR LINE ABOVE MULTIPLE 2x STUDS © POINT LOAD (2) 2x TYP. UNLESS NOTED OTHERWISE POINT LOAD ABOVE O SMOKE DETECTOR IIOV INTERCONNECTED IN/ BATTERY BAGH-UP 0 CARBON MONOXIDE DETECTOR IIOV INTERCONNECTED IN/ BATTERY BACK-UP PER IRG315 (S.G) SAFETY GLASS VTO VENT TO OUTSIDE a FAN - VENT TO OUTSIDE 50 CFM MINIMUM 4x4 POST AT GIRDER TRUSSES, HIP MASTERS, OR BEAM ENDS OR USE (3) 2x. WHERE LARGER POSTS ARE GALLED OUT, AN EQUAL WIDTH OF 2x(4)6'S MAY BE USED (IF A 6x6 POST 15 REQUIRED USE (4) 2x6). USE 2 STUDS AT EACH WINDOW CRIPPLE 5I'-0" 61'-6" OVERALL 10'-6" 15'-10" 15'-8" 8'-0" 1' -IO" 5'-0" 5'-3" 5'-2" I0'-6" O iN B -I 4x10 DF -L#2 OF FUOOR ABOVE / 2x4 FRAME ALONG GONG. RETAINING WALL IN/ GAP 4 TRIM 36" ABV. MAIN SUB FLR. / / 0 11-I z0% _I/ tA cc_ we <4 N / U-• III O it N / / 2x4 FRAME ALONG GONG. RETAINING WALL W/ GAP +f TRIM / 24" ASV. MAIN SUB FLR. A F� X II I U- III ul O 0 (N1 111 O in to XOX S_DR. f. Iry lye z FAMILY ' y 115'-Ic "xg°8"1 GFfi: §I O N IC' -8 PI -6' /Y///1/ PATIO GONG B-2 315xI0 GLB 24F -V4 DF/DF 6080 S.G.D. //, ::'■" 1'_311 PI -6" B-3 4x10 DF -L#2 4046 X0 SLDR. PI -6" NOOK {' i��Y`-r' IN.G. E2 SINK AE3V1 W/ DISP. K I TG�-IEN' q' 6"xl '-8" H WD a1-0"x151i-8" HDWD q' 4" 6'- I I I 1-6" N r SOGM 11i "x 1'-O" 6PT PI -3" 6060 XOX SLDR. PI -3" Sx or Sx or (2) 2x (2) 2© B-6 4x10 DF -L#2 • 31 p80 A GH. OPNG. 5-5 4x10 DF -u#2 1 DESK 6mE1N II II 1/ 2680 REFtER ARCH. OPNG-' f - 46 I to 1 I4 - J-5 (2) 2x12 HF*2 't)/4 i4X 10 L 5'-0" 5'-6" I r PI -6" //r'//////)//fI / B-4 4x10 DF -L#2 4c;54* HB 'U15/SRO1A1E R. R.O. = 5' 0-4"43 SEE ,NOTES O I FM AN BATH VINYL 50510 X0 SLD PI -6" O QJ (TRE S) EM/ �I GUEST 1 ICT -0 111'-4" <z 0 BUTLERS PANTRY HDD II XI 4 4 2 cr 4 N 2x4 FRAME ALONG GONG. RETAINING WALL IW GAP 4 TRIM 24" ABV. MAIN SUB FLR. LEISMILLTJPS -PER AT UACHED PRESS FjLF MALUE TO E 3068 IBI -FOLD 4S • F 2 5' '-4' FULL HGT. GONG. RETAINING WALL m , 4'-6" '1 q-1 AF' -ICS" 36" OPEN RAILING FOYER ro HDWD VAULTED ,j. B-8 4x10 DF- L#2 COVERED ENTRYM GONG 171-0" \ \ PB -I 4x10 DF- L#2 1060 S.L. (S.G.) 1060 S.L. (S.G.) 2 68 AR RGI4. OPNG. 61_411 R.Oc M -O "x) I'-8" GPT PI -3' 3x or (2) 2x 6060 XOX SLDR. B-1 4x10 DF -L#2 • I f 3x or (2) 2x PI -3" 3x or (2) 2x -1'- 6" 5'-I0" CULTURED STONE OR BRICK VENEER INSTALLED PER MFG. SPECIFICATIONS 6'-(7" 6'_0" 0 1'-4 4INEFC.HjOR UPRIHTI0- - I 613-2 *21 GLB 1 1 24F -V4 17F/DP 1 1 1 I en . i = ° VEIPLnATEI 1 1 i 1 LINE OF FLOOR ABOVE 16080 O.H. GARAGE DOOR yr. \ _LINE QE Q.H. PQQS - - E IN UPRIGHT POSITION PI 3" 3x or (2) 2x 1'-q" 4x 12 DF -L#2 Iq'-5" LONG 16'-0" EXTEND BEAM 12" PAST POST TO ALLOW 613-3 TO HANG FROM GB -2 WITH HGUS5.25/12 HCR. `^ SOSO O.H. 2x6 �'GARAGE DOOR L PI 5" 3x or (2) 2x • I II GB -4 4x12 DF -L#2 10'-3" LONG 8'-0" (2) 2x LI Iq'-0" 12-6" 10'-6" 61'-6" OVERALL 2006-2009 WSEC 503.11 Pipe Insulation: All piping shall be thermally insulated in accordance with Table 5-12. EXCEPTION: Piping installed within unitary HVAC equipment. Cold water pipes outside the conditioned space shall be insulated in accordance with the Washington State Plumbing Code (Chapter 51-56 WAC). IRC 304.6 Outdoor combustion air for gas appliances. 304.6 Outdoor combustion air shall be provided through opening(s) to the outdoors in accordance with Section 304.6.1 or 304.6.2. The minimum dimension of air openings shall be not less than 3 inches. 304.6.1Two permanent openings, one commencing within 12 inches of the top and one commencing within 12 inches of the bottom of the enclosure, shall be provided. Where communicating with the outdoors through horizontal ducts, each opening shall have a minimum free area of not less than 1 square inch per 2,000 Btu/h of total input rating of all appliances in the enclosure. OR 304.6.2 One permanent opening, commencing within 12 inches of the top of the enclosure and shall have a minimum free area of 1 square inch per 3,000 Btu/h of the total input rating of all appliances. N \ \ REVIEWED FOR ODE COMPLIANCE APPROVED MAY 152013 City of Tukwila BUILDING DIVISION bt3- 6 Flo RECEIVED CITY OF TUKWILA MAR 1 2 2013 PERMIT CENTER MAIN LOOS FLAN SEE GENERAL NOTES SCALE: 1/4" = I' -O" CURRENT 2013 HP CONSTRUCTION, TUKWILLA 2121 WYNGATE 11, 3 GAR , 2512 REGI \GAR). THOMIP .ST>".TE M :, -.. 0 I CT ''''1-i �. CHITE( BEET . KII K AND, WA www.nash-architects.con EE WYNC AGK PLf EN, 801 LEVATI dote:: 02-25-15 permit: revisions: drown by: JLK checked by: CSN A4 c 1= All CURRENT 2013 HP CONSTRUCTION, TUKWILLA 2121 WYNGATE 11, 3 GAR WRITTEN DIMENSIONS ON THIS DRAWING SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS. CONTRACTOR SHALL VERIFY ALL DIMENSIONS, CONDITIONS, ETC. PERTAINING TO THE WORK BEFORE PROCEEDING. THE OWNER MUST 5E NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS AND/OR CONDITIONS SHOWN ON THESE DRAWINGS. ANY SUCH VARIATION SHALL BE RESOLVED BY THE OWNER PRIOR TO PROCEEDING WITH THE WORK, OR THE CONTRACTOR SHALL ACCEPT FULL RESPONSIBILITY FOR THE COST TO RECTIFY SAME. GENERAL NOTES I. ALL EXTERIOR WARM WALLS TO BE 2x6 STUDS 16" 0.G. TYPICAL, WITH R-21 INSULATION. 2. ALL HEADERS ON UPPER FLOOR TO BE 4x8 DOUGLAS FIR #2 OR (2) 2x8 DOUGLAS F I R UNLESS NOTED OTHERWISE. 3. FUR -OUT HEADERS TO MATCH 2x6 WALLS. 4. PROVIDE SOLID BLOCKING UNDER ALL BEARING WALLS. 5. INLINE FRAMING - SINGLE TOP PLATE STRAP SPLICES AND CORNERS, EXCEPT AS NOTED FOR 5HEAR TRANSFER. 6. ALL GUARDRAILS PER MANUFACTURERS SPECIFICATIONS. SUPPORTS CAPABLE OF RESISTING A SINGLECONCENTRATED LOAD OF 200 POUNDS, APPLIED IN ANY DIRECTION AT ANY POINT ALONG THE TOP OF THE RAIL. 1. TUB/SHOWER UNITS SHALL HAVE FIRE BLOCKING BETWEEN WALL STUDS AND WATERPROOF SURROUNDS TO +12" FROM DRAIN. GLAZING, INCLUDING WINDOWS WITHIN +12" OF DRAIN, SHALL BE SAFETY GLASS. SHOWER FLOW IS LIMITED TO 2.5 GAL/MIN. WOOD FRAMING TO BE PROTECTED FROM WATER SPLASH AND MOISTURE. 8. ALL BATHROOM FANS, KITCHEN HOODS, AND DRYER DUCTS SHALL BE EXHAUSTED THRU THE ATTIG TO THE ROOF OR THRU THE FLOOR SYSTEM TO AN OUTSIDE WALL. ALL WALL DUGTS SHALL TERMINATE AT LEAST 36" FROM A WINDOW OPENING. 1. ONE WINDOW PER BEDROOM SHALL MEET EGRESS GORE PER 2000 IRG R310.I 10. UNDER ALL PARALLEL BEARING WALLS, USE DOUBLE JOISTS OR A5 NOTED ON PLAN, DOUBLE JOISTS UNDER ALL NON-BEARING PARALLEL WALLS. 11. WHOLE HOUSE INDOOR VENTILATION SYSTEM WITH 24 HOUR PROGRAMMABLE TIMER. RETURN AIR TO BE SUPPLIED BY HEATING SYSTEM. 12. MAX. HOT WATER TEMP. DISCHARGING INTO A BATHTUB OR WHIRLPOOL BATH SHALL BE LIMITED TO 120°F. THE WATER HEATER SHALL NOT BE CONSIDERED A CONTROL FOR MEETING THIS PROVISION. 13. ALL OPENINGS MADE IN WALLS, FLOORS, OR CEILINGS FOR THE PASSAGE OF PIPES, STRAINER PLATES ON DRAIN INLETS, AND METER BOXES SHALL MEET THE REQUIREMENTS OF THE 200q UPC SECTION 313.12 14. ALL FLASHING TO BE IN COMPLIANCE WITH 200q IRG, SECTION R103.8. 15. ALL WASTE PLUMBING DROPS TO BE ON INTERIOR WALLS OR FURRED OUT EXTERIOR WALLS. LEGEND: PT. LD. 3i ABV. BEARING WALL FLOOR LINE ABOVE MULTIPLE 2x STUDS @ POINT LOAD (2) 2x TVP. UNLESS NOTED OTHERWISE POINT LOAD ABOVE SMOKE DETECTOR IIOV Q INTERCONNECTED W/ BATTERY BAGH-UP CARBON MONOXIDE DETECTOR IIOV 0 INTERCONNECTED W/ BATTERY BACK-UP PER IRG315 (S.G.) SAFETY GLASS VTO VENT TO OUTSIDE FAN - VENT TO OUTSIDE 50 GFM MINIMUM 4x4 POST AT GIRDER TRUSSES, HIP MASTERS, OR BEAM ENDS OR USE (3) 2x. WHERE LARGER POSTS ARE GALLED OUT, AN EQUAL WIDTH OF 2x(4)6'5 MAY BE USED (IF A 6x6 POST 15 REQUIRED USE (4) 2x6). USE 2 STUDS AT EACH WINDOW CRIPPLE SHEAR NOTE: SEE SHEET LI FOR SHEAR WALL NAILING SCHEDULE 4 DETAILS SHEAR LEGEND: PI -6" INDICATES SHEAR WALL REFER TO SCHEDULE N -- DENOTES HOLDOWN LOCATION; SEE PLAN FOR TYPE (3x) -�- DENOTES STRAP LOCATION; SEE PLAN FOR TYPE INDICATES 3x FRAMING MEMBERS; MUD SILL's, PLATE's 4 STUDS @ EDGES O 5I'-0" OVERALL 15-I0" 5' -IO" 6'-10" 15'-6" 8'-0" 11-I0" 31-4" 2'-0" 3L1° O in Q O O N cm 0 O N in d' RB -I 3!10 GLB 24F -V4 DF/DF 8040 XOX SLDR. 1 (EGRESS) 'b.ixo MASTER BEDROOM I5'-O°x15'-8" GPT T-8" 0 RB -2 GLB 24F -V4 DF/DF 4040 X0 SLDR. (S.G.) "12"x56" TUE3 2030 S.H. PAIR 2468 MASTER BATH TILE O O 50 GF FA \/T0 50 CFM El FAN VTO V-10" P*S BEDROOM #2 10'-8"xil'-4" GPT (EGRESS) ��<o -4" 1'-6" 2'-S" 2143" 1'-6" 8'-0" P4S 4 - OPT 2468 t LINEN 5 SHLVS 6' -IO" 36" OPEN RAILING AtY 1 fV OPEN TO BELOW 0 6050 XOX SLDR. RB -4 4x10 DF -L#2 5'-10" 51-8" 4040 FXD. RB -5 4x8 DF -L#2 3'-011 W - '3 z 0Pi 11 QO 4 0 ZD 5068 B I -FOLD 0 2668 RB -3 4x8 DF -L#2 8040 XOX SLDR. (EGRESS) BONUS ROOM 15'-O"x16'-0" GPT 6'-10° FURNACE 6L6" FLUE sk ajl L—� FN2s2"X30"/1 LAJ N BI FOLD II AMIN / / / / L 3X-4" a? ( N LAUNDRY / VINYL 1NHOLE HOUSE � 150 GFM FA / 6INTA / FA" AIR N VTO / 24HR. TIMER DUCT O O ■ 20 FXD. BATH VINYL 2468 0-0 0 2668 BEDROOM #4 0 IO' -6"x11'-4" GPT m LLJ 2040 FXD. LINE OF 1NALL E;ELOIN m 4'-2" II' -6" 10'-0" 13'-O" 5'-811 2'-4" 0'-311 11'-O" 10'-0" 511-0" OVERALL Mir REVIEWED FOR CODE COMPLIANCE APPROVED MAY 152013 City of Tukwila BUILDING DIVISION bro8b RECEIVED CITY OF TUK WIL,� MAR 12 2013 PERMIT CENTER UPPER J..00R FLAN SEE GENERAL NOTES SCALE: 1/4" = I' -O" CURRENT 2013 HP CONSTRUCTION, TUKWILLA 20120 WYNGATE 11, 3 CAR 2512 REGIST ' ►' A - E' GA H MASNASI-1 ?:,14E OF 'taid,,. CHITE( REET • KERKLAND, WA www.nash-architects.con WYNG G PLS N, 1501 !VATI, date: 02-25-I3 permit: revisions: drawn by: JLK checked by: CSN A5 O i= Al CURRENT 2013 HP CONSTRUCTION, TUKWILLA 20120 WYNGATE 11, 3 CAR WRITTEN DIMENSIONS ON THIS DRAWING SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS. CONTRACTOR SHALL VERIFY ALL DIMENSIONS, CONDITIONS, ETC. PERTAINING TO THE WORK BEFORE PROCEEDING. THE OWNER MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS AND/OR CONDITIONS SHOWN ON THESE DRAWINGS: ANY SUCH VARIATION SHALL BE RESOLVED BY THE OWNER PRIOR TO PROCEEDING WITH THE WORK, OR THE CONTRACTOR SHALL ACCEPT FULL RESPONSIBILITY FOR THE DOST TO RECTIFY SAME. TRUSS NOTES ALL TRUSSES SHALL HAVE STRESS ANALYSIS AND DRAWINGS/DETAILS STAMPED BY A STATE REGISTERED ENGINEER. 2. MANUFACTURER'S STAMP ON PRE -MANUFACTURED TRUSSES. 3. BRACED TO MANUFACTURER'S SPECIFICATIONS. 4. STRESS ANALYSIS AND DETAILS SHALL BE SUBMITTED TO BUILDING DEPARTMENT FOR APPROVAL AND SHALL BE KEPT ON SITE FOR FRAMING INSPECTION. 5. TRUSSES WILL NOT BE FIELD ALTERED WITHOUT PRIOR BUILDING DEPARTMENT APPROVAL OR ENGINEER CALCULATIONS. 6. ALL TRUSSES SHALL HAVE SIMPSON H -I CLIPS AT ENDS, EVERY OTHER TRUSS, 48" O.G. WHERE END TRUSSES ARE PARALLEL WITH WALL USE SIMPSON L30 ® MID -SPAN. 1. USE SIMPSON 5TG CLIPS @ ALL TRUSSES OVER NON-BEARING WALLS. S. TRUSSES SHALL BE LEGIBLY BRANDED WITH MANUFACTURERS NAME, DESIGN LOADS, AND REQUIRED SPACING WITHIN 2'-0" OF THE CENTER SPAN ON THE BOTTOM CHORD. G. TRUSSES TO BE NON ATTIC STORAGE TRUSSES. MAXIMUM SPACE ABOVE THE BOTTOM GHORD TRUSS TO BE LESS THAN 42" HIGH AND 24" WIDE LOCATED IN THE PLANE OF THE TRUSS. ROOF FRAMING NOTES I. GUT RAFTER TAILS TO MATCH 2x TRUSSES. 2. CONNECTORS SHALL BE ENGINEERED BY TRUSSES MANUFACTURER. 3. ROOF PITCH SHALL BE 8:12 UNLESS NOTED OTHERWISE. 4. USE SIMPSON H2.5 CLIPS @ 48" O.G. AT ENDS OF TRUSSES AND RAFTERS. 5. USE SIMPSON 1.30 CLIPS TO CONNECT TRUSSES AND/OR CEILING JOISTS TO PERPENDICULAR WALLS AT MID-SEGTION. 6. USE SIMPSON STG CLIPS AT NON-BEARING WALLS. 7. 2x8 RAFTERS @ 24" 0.G. / 2x8 CEILING JOISTS @ 24" 0.G. TYPICAL UNLESS NOTED OTHERWISE. (MAXIMUM SPAN = 13'-7") 8. PROVIDE DOUBLE RAFTERS UNDER DORMER CRIPPLE WALLS UNLESS NOTED OTHERWISE. q. MINIMUM 8'-0" SPLICES AT BUILT-UP HIPS AND VALLEYS. NAIL TOGETHER WITH 2 ROWS OF 16d NAILS 06" O.G. (OVER FRAMING) CONTINUOUS. 10. ROOF FLASHING SHALL BE PROVIDED AND COMPLY WITH 200q IRG, SECTION R103.8. LEGEND: •. BEARING WALL FLOOR LINE BELOW MULTIPLE 2x STUDS @ POINT LOAD INDICATES 2x6 OVER FRAMING MAXIMUM SPAN UNSUPPORTED AT 24" 0.G. = 1'-1" AT 12" O.G. = 13'-1" o D.S. DOWNSPOUT SHEAR NOTE : R61 ROOF VENT 4x4 POST AT GIRDER TRUSSES AND HIIP MASTERS OR USE (3) 2x6 SEE SHEET LI FOR SHEAR WALL NAILING SCHEDULE $ DETAILS SHEAR LEGEND: Pl-6" INDICATES SHEAR WALL REFER TO SCHEDULE DENOTES HOLDOWN LOCATION; SEE PLAN FOR TYPE DENOTES STRAP LOCATION; SEE PLAN FOR TYPE INDICATES 3x FRAMING MEMBERS; MUD SILL's, PLATE'S $ STUDS ® EDGES Table 1: Roof Venting ROOF VENTING CALCULATIONS Roof Area: Ventilation Required:1 sq./ft. x 144 sq./in./300 80% 20% At 36" minimum Above Eave (max 80%) At Eaves 673.536: sq./in. 168.384, sq./in. 14 Roof Jacks @ 50 sq./in. Each 0 'Standard Comp Ridge Vent @ 17 sq./in./1f. 0 ;Metal Roof Ridge Vent @ 29 sq./in./If. 0 iSide Roof Half Vent @ 8.5 sq./in./If. 0 Lineal Ft of Eave Venting @ 3.3 sq./in./If. [(3) 2" dia. Holes per block @ each bay] 163 Lineal Ft of Eave Venting @ 1.65 sq./in./If. ((3) 2" dia. Holes per block @ alt. bays] 0 'Continuous Soffit Vent @ 10 sq./in./If. Gable End Vent (12 in. x 12 in.) x 70% Cupola Vent (30 in. x 32 in.) x 45% ;Gable End Vent (18 in. x 24 in.) x 70% Gable End Vent (24 in. x 24 in.) x 70% 7001 sq./in. 0`sq /in„ 01 sq./in. 0'sq./in. • 0 sq./in. 268.95; sq./in. Total Venting a 36" (min) Above Eaves Total Venting @ Eaves 0 0 0 0 sq./in. sq./in. sq./in. sq./in. sq./in. sq./in. sq./in. 700 sq /in. 268.95: sq./in. TOTAL SQ./IN. OF VENTING PROVIDED Table 2: Garage Roof Venting ROOF VENTING CALCULATIONS Roof Area: Ventilation Required: 239sq./ft. x 144 sq./in./300 _ 80% 'At 36" minimum Above Eave (max 80%) 20% ;At Eaves Roof Jacks @ 50 sq./in. Each Standard Comp Ridge Vent @ 17 sq./in./If. Metal Roof Ridge Vent © 29 sq./in./If. Side Roof Half Vent @ 8.5 sq./in./If. Lineal Ft of Eave Venting @ 3.3 sq./in./If. ((3) 2" dia. Holes per block @ each bay] 41 Lineal Ft of Eave Venting @ 1.65 sq./in./If. ((3) 2" dia. Holes per block @ alt. bays] 0 Continuous Soffit Vent @ 10 sq./in./If. 239 sq./ft. 91.776? sq./in. 22.944 sq./in. 0 Gable End Vent 0 Gable End Vent 0 Gable End Vent 0 ;Gable End Vent 100; sq./in. 0 sq./in. Oi sq./in. ... ......... 0; sq./in. 0' sq./in. (12 in. x12in)x70% 1(12 in. x 24 in.) x70% °(18in. x24in.)x70% 1(24 in. x 24 in.) x 70% sq./in. 0 sq./in. 0`; sq./in. 03sq /in. 0 sq./in. O sq./in. Total Venting a 36" (min) Above Eaves Total Venting @ Eaves 100'sq./in. 67.65'sq./in. TOTAL SQ./IN. OF VENTING PROVIDED 8'-0" RB -2 59<9 GLB 24F -V4 OF/DF D.5. RB -3 4x8 DF -L#2 13" OVERHANG ® 8:12 TYP. / / 0 0.5. A RB -1 3ix101 GLB 24F -V- DF/DF 8:12 PRE MFG. 0.5. MONO TRUSSES ®I 24" O.G1 O P 1 8:12 •��14 �*������o4.1 ii%�iiiiii�i Alik • I rA 4te 4414. A4; . 4 1,4 AAA 4 4 IQ ,r 71,- - r �� ���������• �Vr��������11 iNV 411 HP MASTER PRE MF ..I TIIU55 0l D.5. RB -5 4x8 DF -L#2 isu ,y+ COR -A -VENT 'IN -VENT'. INSTALL 36" FROM EDGE OF EAVE. PROVIDED 6.15 SQ. IN. NET FREE VENTILATION LINEAR FOOT. USE CONDITIONED SP * ES. INS PER MFD. IFIATIO RB -4 4x10 DF -L#2 I" SLOT SIMPSON H2.5 0 24" o.c. TYPICAL WALL SECTION] SEE BUILDING SECTION RATEV EAVE ETA I L D.5. O 8:12 1L o N d 8:12 PRE 4# .4% • • 8:12 FURNACE FLUE r _HIP MASTE 8:12 MFG. vI U SHEATHING AND NAILING PER SHEARWALL SCHEDULE TYPICAL ROOF CONSTRUCTION SEE BUILDING SECTION AT DESIGNATED SHEARWALL.% SIMPSON REG 0 24" o.c. AT OTHER LOCATIONS; SIMPSON RBC. 0 48" o.c. N/IOdx1N"NAILS. TYPICAL SOLID BLOCKING GUT TO FIT TIGHT TO TOP PLATE/ SHEATHING IN/ (4) Sd NAILS TIGHT FIT. GUTTER PER PLAN EXPOSED TRUSS TAILS SHEATHING AND NAILING PER SHEARWALL SCHEDULE NOT TO SCALE * WHEN ENTIRE EAVE 19 CONSTRUCTED BETWEEN 2' AND 5' FROM PROPERTY LINE * EAVE PROTECTION PER IRC R502.1(A) O SCISSOR TRUSSES ® 24' 0.G.; INTERIOR PITCH 5:12 8:12 n R d- O(N O® 8'-0" 8:12 PRE MFG. r1 0 PRE MFG. TRUSSES ® 24" O.G. AT LOWER ROOF 10:12 MONO TRUSSES ® 24" 0.G. 8:12 8:12 D. II" OVERHANG ® 10:12 TYP. D.S. bi3 REVIEWED FOR 'ODE COMPLIANCE ;ODE MAY 15 2013 City of Tukwila BUILDING DIVISION 086 RECEIVED CITY OF TUKWILA MAR 12 2013 PERMITCENTER ROOPLAN SEE GENERAL NOTES SCALE: 1/4" = 1'-O" CURRENT 2013 HP CONSTRUCTION, TUKWILLA 2124 WYNGATE II, 3 CAR 2512 E7 p CHI CT G THOMAS NASH STATE OF WASHING1UN CHITE( REET . KIRK AND, WA www.nash-architects.con �6A LAN ONL 7101 date: O2-25-13 permit: revisions: drawn by: JLK checked by: GN A 01= A -I CURRENT 2013 HP CONSTRUCTION, TUKWILLA 2124 WYNGATE II, 3 CAR WRITTEN DIMENSIONS ON THIS DRAWING SHALL HAVE PRECEDENCE OVER SEALED DIMENSIONS. CONTRACTOR SHALL VERIFY ALL DIMENSIONS, CONDITIONS, ETC. PERTAINING TO THE WORK BEFORE PROCEEDING. THE OWNER MUST SE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS AND/OR CONDITIONS SHOWN ON THESE DRAWINGS. ANY SUCH VARIATION SHALL BE RESOLVED BY THE OWNER PRIOR TO PROCEEDING WITH THE WORK, OR THE CONTRACTOR SHALL ACCEPT FULL RESPONSIBILITY FOR THE COST TO RECTIFY SAME. UPPER TOP PL. UPPER SUB FLR. MAIN TOP PL. EXISTING GRADE MAIN SUB FLR. UPPER TOP PL. UPPER SUB FLR. MAIN TOP PL. MAIN SUB FLR. 8 12 12 PRE. MFG. TRUSSES ® 24" O.G. BEDROOM #2 R -2I INS. ® EXTERIOR WALLS R-41 INS. @ FLAT CEILINGS 5/8" G.W.B. o GLC. MASTER BEDROOM I/2" G.W.B. ®WALLS •MR LIVING ROOM R-30 INS. 0 FL i IOR5 SECTION A FAMILY ROOM FLOOR JOISTS W/ Tff G PLYWOOD, GLUED 8 NAILED SEE GENERAL NOTES R-41 INS. o FLAT CEILINGS 5/8" G.W.B. ® GLC. BONUS RM. BA—H R -2I INS. ® EXTERIO BATH MAIN 213' HALLS H� L r,,ri,wr,or R-30 INS. 0 FLOORS BORM #4 1/2" G.W.B. o WALLS GARAGE GARAGE 208' SCALE: 1/4" = ILO" R -2I INS. ® EXTERIOR WALLS DOWNSPOUT TIGHTLINE IN POSITIVE DRAIN TO STORM SYSTEM EX/STING G E SECTION 5 SITE fi'ROILE SEE GENERAL NOTES SCALE: 1/4" = 1'-0" 15% SLOPE AT DRIVEWAY 204' STREET REVIEWED FOR CODE COMPLIANCE APPROVED MAY 15 2013 • City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKUVILA MAR 12 2013 PERMIT CENTER CURRENT 2013 HP CONSTRUCTION, TUKWILLA 2121 WYNGATE II, 3 GAR 2512 (REGI R I CT GA HOMAS NASH STATE OF VitV>ON.. ',1% CHITS( REET . K RKL AND, WA www.nash-atchitects.con date: 02-25-13 permit: revisions: drawn by: JLK Checked by: GN .1--13= I= T Al C.: -.)A milt CURRENT 2013 HP CONSTRUCTION, TUKWILLA 2121 WYNGATE II, 3 GAR WRITTEN DIMENSIONS ON THIS DRAWING SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS. CONTRACTOR SHALL VERIFY ALL DIMENSIONS, CONDITIONS, ETC. PERTAINING TO THE WORK BEFORE PROCEEDING. THE OWNER MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS AND/OR CONDITIONS SHOWN ON THESE DRAWINGS. ANY SUCH VARIATION SHALL BE RESOLVED BY THE OWNER PRIOR TO PROCEEDING WITH THE WORK, OR THE CONTRACTOR SHALL ACCEPT FULL RESPONSIBILITY FOR THE COST TO RECTIFY SAME. 164" 1Gi " / 2512 REGISTERED A ITECT GAR ' fL ,S N,r'-I 2x TOP PLATE PER FLOOR PLAN J •I SHEAR I^IALL SUL FER I8C 200Q DATE: 5 -3I -II EXFIEADER TEND TO END WALLS • « s -LC . #4 #) VERTIG.4L5 4 HOR.IZ. 0 .,Lis -,-C :_r___--r- ; •• n ..---I": •� •I ' 11r -i. '�- --u--.L 0 �� " 0> ' 200 ° ;0 0 x �u8 mrx >rn00 1> p›�-z N zgl zrnr 10 mo-1 N 3 mxX- r-irn Nrn0 pd Lilco, 2 -zm1 A t•o -lzN � � m N® r 71 U �-0 - >OC1 rri 6 4'-24' 4'—qi" GENERAL NOTES SEE PLANS TO DETERMINE THE DIFFERENT DESIGNATORS FOR SHEAR WALL MATERIALS, NAILING, ANCHOR BOLTS, AND HOLDOWNS. LOCATE HOLDOWNS AS CLOSE AS POSSIBLE TO THE END OF THE DESIGNATED WALL. ALL HOLDOWNS, ANCHOR BOLTS, WASHERS, it NAILS IN CONTACT WITH P.T. WOOD TO BE HOT DIPPED GALVANIZED. I 1--1-"F- --fTLI L I 1 2X STUD/SHEAR WALL; PLYWOOD SUB- I FLOOR NAIL PER PLANS; SEE I FLOOR JOIST 4 SHEAR WALL SCHEDULE. I PI = ONE SIDE PLYWOOD P2 = TWO SIDES PLYWOOD PER PLAN I BOTTOM PLATE NAILING 1 PER SCHEDULE 2X h<<;4 TO I ` RIM JOIST A -,4--- NAILING PER SHEAR 7/16 " STRUGT.I NAIL SPACING BLKG. SILL BASE PLATE # HF 2 VALUE # DF 2 VALUE SIMPSON A-35 JJOISTS __ __ "p —Alli .�C� 11 WALL SGHEDULE T -2X RIM JOIST OR BEAM, PER PLAN. MARK PLYWD. EDGES FIELD REQ'U• PLATE ANCHOR BOLTS NAILING # F (/L) #lF (/ ) PI -6" 8d 6 'I 12 11 2x4 5/8"© 48"(2) I6d ©10 II 223 255 1 I 1 11 ' I 1 2X STUD/SHEAR WALL; 12" o.c. j•j PI -4" 8d 4" 12" 2x4 5/8" © 32" (2) I6d ©-f" 325 3q5 111 I-1 11 -I PI -3" ** 8d 3" 12" 3x4 5/8" g 24" (2) I6d © 5" 418 505\i–i---i EXTERI OR SHEAR PARALLEL TO JO NAIL PER PLANS; SEE SHEAR WALL SCHEDULE. 14NALL I STS PI -2" 8d 2" 12" 3x4 3/4" 24" (3) I6d 5" 544 670 TOP OF SLAB I P2-6" ** 8d 6" 12" 3x4 5/8" © 24" (2) 16d © 5" 446 510 —I El P2-4" ** 8d 4" 12" 3x4 3/4" © 20" (3) I6d © 5" 650 1q0 GONT. FOOTING P2-3" ** 801 3" 12" 3x4 3/4" © 16" (4) I6d © 5" 836 1010 HIGH STEM LATERAL MALL (STH17I4) RESTRAINT PANEL P2-2" ** 8d 2" 12" 3x4 3/4" © 12" (4) I6d © 4" 1088 1110 *NOTE: WALLS WITH UNIT SHEAR OF 35I#/ft. OR GREATER SHALL HAVE FRAMING MEMBERS (STUDS $ PLATES) ABUTTING PANELS NOT LESS THAN SX MEMBERS (PER IBC/ 200Gf TABLE 2306.3) OR DOUBLE 2x (PER IBC 200q - SECTION 2306.1 footnote i). 3X FRAMING WILL BE NOTED ON PLAN. **NOTE: HEM -FIR VALUES HAVE BEEN ADJUSTED ACGORIN& TO IBC TABLE 23063 Footnote a.(3) SPECIFIC GRAVITY ADJUSTMENT FACTOR = [ 1-(0.5-S5)]; SG FOR HEM -FIR = .43 PER AFWA; PA; [I-(0.5-.43)] = .q3 SCALE: N.T.S. SCALE: N.T.S. 1 I. PLYWOOD MAY BE INSTALLED EITHER HORIZONTALLY OR VERTICALLY. 2. SOLID BLOCK WITH JOIST UNDER INTERIOR SHEAR WALLS. SHEAR NALL NOTES 1/16" 055 OR PLYWOOD SHEATHING - USE 8d COMMON OR GALVANIZED NAILS. BLOCK ALL PANEL EDGES. LONG DIMENSIONS OF PLYWOOD MAY BE INSTALLED VERTICALLY. NAIL © 12" 0.C. TO ALL INTERMEDIATE STUDS. WHERE 3" NAIL SPADING 15 SPECIFIED AT PANEL EDGES, USE 1-1/2" 8d SHORT NAILS OR 3X STUDS WITH IOd COMMON NAILS. FOR 2" NAIL SPACING, USE 3X STUDS AND STAGGER PANELS. WHERE PLYWOOD IS 2 SIDES OF WALL, JOINTS TO FALL ON SEPARATE STUDS ON EACH SIDE. FLOOR PLYWOOD - USE 8d COMMON NAILS ©10" 0.C. AT INTERMEDIATE SUPPORTS, 6" 0.6. AT ALL PANEL EDGES AND 4�� O.G. AT ALL SHEAR WALLS, UNLESS OTHERWISE SHOWN ON PLANS. FLOOR JOISTS - JOIST PARRALLEL TO FLOOR OPENINGS AND EXTERIOR WALLS SHALL BE GROSS BLOCKED AT 48" O.G. © EDGES W/ (4) IOd NAILS FOR THE FIRST BAY. 3" x 3" x 1/4" SQUARE WASHERS AT ALL ANCHOR BOLTS. ' ' 2X STUD/SHEAR WALL; I I 1 I 2x STUD/SHEAR WALL; PLYWOOD SUB- PLYWOOD SUB- I NAIL PER PLANS; SEE ' -IICAR FLOOR FLOOR JOIST NAIL PER PLANS; SEE SHEAR WALL SCHEDULE. FLOOR FLOOR JOIST I I ... WALL SCHEDULE I PER PLAN I BOTTOM PLATE NAILING PER SCHEDULE TO 2x PER PLAN BOTTOM PLATE NAILING PER SCHEDULE TO 2X / RIM JOIST I I 1 RIM JOIST :Z << NAILING PER SHEAR NAILING PER SHEAR SIMPSON LIIP —�••�_�_ �_�• g I ��SIMPSON IIS WALL SGHEDULE • • ` •, / •, • • " Y • • WALL SCHEDULE STAPLE SCHEDULE LIP JOISTS o I 2X RIM JOIST JOISTS I. 2x RIM JOIST OR BEAM, PER PLAN. 1/16" OSB OR PLYWOOD SHEATHING ALLOWABLE SHEAR VALUES � � OR BEAM, . „'1 i►=� I ' I 2X STUD/SHEAR WALL; �0 PER PLAN. 11216 gage STAPLES - DF #2 STUDS 6" o.c. - 155 #/ft. 4" o.c. - 230 #/ ft. 3" O.G. - 310 #/ ft. 2" o.c. - 3q5 #/ ft. 11/216 gage STAPLES - HF #2 STUDS 6" o.c. - 121 #/ft. 4" 0.G. - 188 #/ ft. 3" o.c. - 254 #/ ft. 2" o.c. - 323 #/ ft. ' C. --_ EXT!RIOR PERPENn SHEAR WALL I GULAR TO JO NAIL PER PLANS; SEE SHEAR WALL SCHEDULE. I STS 2X STUD/SHEAR WALL; EXTERI OR CANT ei- LEV!R!i7 NAIL PER PLANS; SEE �HCAR WALL SCHEDULE. SHEAR WALT. FIELD SPACING: 12" 0.G. NAILS it STAPLES. HOLDOWNS - INSTALL SIMPSON HOLDOWNS OR EQUIVALENT AT THE END OF SHEAR WALLS WHEN SHOWN ON DRAWINGS. TO ATTACH USE 2X OR 3X HF #2 CONSTRUCTION GRADES AS SHEAR WALL BOUNDARY ELEMENTS. HOLDOWNS ARE ONLY REQUIRED WHERE SHOWN ON PLANS. SCALE: N.T.S. SCALE: N.T.S. TRUSSES OR RAFTERS PER MIMED CODE COMPLIANCE APPROVED MAY 15 2013 City of Tukwila BUILDING DIVISI • v PLAN ROOF SHTS - NAIL PER SHEAR WALL SGHEDULE 8d © 6" O.G. 2X BLKG. W/ I6d © 8" O.G. 4 VENT 7 / HOLES (RIP BLK'G) OVERHANG 4 FASCIA SHEATHING PER SHEAR H25 ANCHOR © 48" O.G. SGHEDULE 2X STUD WALL © 16" O.G.,1Jk_ RECEIVED CITY OF TUKWILA MAR 12 2013 bk•ii-,0 8t) PERMIT` CENTER TYP. SHEARWAL TO ROOD CONNECTION SCALE: N.T.S. CURRENT 2013 HP CONSTRUCTION, TUKWILLA 2Q21 WYNGATE II, 3 GAR 2512 REGISTERED A ITECT GAR ' fL ,S N,r'-I CHITE( BEET . KIRK AND, WA www.nash-architects.con _. 71 dote: 02-25-I3 perm: revisioitns : drawn by: „ILK checked by: GN 1--1-"F- --fTLI L I c„,, L I CURRENT 2013 HP CONSTRUCTION, TUKWILLA 2Q21 WYNGATE II, 3 GAR written dimensions on this drawing shall have precedence over scaled dimensions. Contactor shall verify all dimensions, conditions, etc., pertaining to the work before proceeding. The Owner must be notified of any variations from the dimensions and/or conditions shown on these drawings. Any such variation shall be resolved by the Owner prior to froceeding with the work, or the Contractor shall accept ull responsibility for the cost to rectify same. ROOFING MATERIAL FINISH PER ELEVATION ON 1/16" OBS SOLID GDX 24-0 PLYWOOD SHEATHING; 8d @ 6"0.G. EDGE 8d ® 12" O.G. FIELD (1/16" 05B AGX PLYWD @ EVES) MIN. 15# UNDERLAYMENT NAIL 6" EDGE, 12" FIELD WITH 8d NAILS, U.N.O. 24" CARDBOARD BAFFLE ALLOW FOR I" AIR SPACE MIN. EXTEND 12" ABOVE INSULATION. SOLID SHEATHING OR GDX PLYWD. WHERE EXPOSED TO INEATHER IX FASCIA BD. IN/ METAL SUTTER 2x12 BLOCKING BETWEEN RAFTERS PROVIDE I1" MIN. BEARING AT RAFTER ENDS 2x RAFTER SIZE 4 SPACING PER PLAN 2x BLOCKING, IN/ VENT HOLES, FROM ROOF SHEATHING TO WALL TOP PLATE RIDGE BEAM PER PLAN "SIMPSON" HI CLIP @ RAFTER TO TOP PLATE T. RASTER AM I NG SCALE: N.T.S. TOP PL. 2X BIRD BLK'G. IN/ 2"4' SCREENED VENT HOLES WITH 1/4" CORROSION RESISTANT METAL MESH COVERING FIN. FLR. TOP PL. (2) 2x TOP PLATE, LAP CORNERS, OFFSET END JOINTS BY 48" Tib" 05B. OR PLYWD. SHEATHING. NAIL 6" EDGE, 12" FIELD WITH 8d NAILS UNLESS NOTED OTHERWISE 2x STUDS ®16 0.G. TYP. SIDING, SEE PLAN FOR TYPE 2x BOTTOM PLATE FIN. FLR. 2x RIM JOIST 2x P.T. SILL 4"4' D.S. TIGHTLINE, POSITIVE DRAIN TO STORM SYSTEM FIN. GRADE TO SLOPE AWAY FROM BUILDING .63 z N APPROVED TRUSSES BEARING MANUFACTURER'S SEAL. SEE ROOF FRAMING PLAN FOR SPACING' INSLULATE PER WSEG LIVING AREA FIRE BLOCK ALL VERTICAL SSES, SIZE AND FIRE BLOCK ALL VERTICAL OPENINGS IN WALLS AT PLATES AND FLOORS "X 10" ANCHOR BOLT W/ 3"X3"X 1/4" PLATE WASHERS @ 48" o.c. NO LESS THAN 4 4 NO MORE THAN 12" FROM EA. END SILL CORNER, JOINT, END, OPENING ETC. 1" MIN. EMBEDMENT INTO GONG. EXCEPT SHEAR WALLS - SEE SHEAR WALL: NAILING SCHEDULE. 2x P.T. SILL Mai ;4- #4 CONT. IN FOOTING GUT TAILS TO MATCH TRUSSES. 5/8"X 10" ANCHOR BOLT W/ 3 "X3 "X 14" PLATE WASHERS @ 48" 0.c. NO LESS THAN 4Y2" 4 NO MORE THAN 12" FROM EA. END SILL CORNER, JOINT, END, OPENING ETC. 1" MIN. EMBEDMENT INTO GONG. EXCEPT SHEAR WALLS - SEE SHEAR WALL NAILING SGHEDULE. #4 CONT. HORZ. TOP #4 STUB UP @ 48" O.G. W/ STD. HOOK EXTEND 14" MIN. INTO WALL 3" MIN. GLR. TYP. SEE FOUNDATION PLAN FOR FTG. / EDN. SIZE ALL FOOTINGS TO BEAR ON FIRM UNDISTURBED SOIL WALL GREATER THAN 4'-O" PER PLAN 5-n". FOUNDAT I ON TA I L SCALE: N.T.S. 34" T4 G PLYWOOD SUB -FLOOR (GLUED 4 NAILED) NAIL 6" EDGE, 12" FIELD W/ IOd NAILS. 00 oho �. • 910 a liiiiiititit GRAIALSPAGE 48" MAX. UNBALANCED (TALLER WALLS PER PLAN) 4"4' PERF. FOOTING DRAIN TILE W/ CLOTH COVER 4 GRANULAR COVER AS REQ'D. BY SOIL GONDITIONS REBAR PLACEMENT PER DETAIL M2 ABOVE 1 PER IRG R405.1.5 4 R405.I.5.1 2x SOLID BLOCKING BRC. WALL ABOVE TYP. 20041 WSEG RESIDENTIAL PRESCRI PTI VE COMPLIANCE CHART OPTION GLAZING AREA % OF FLOOR PLATES AND FLOORS ENGINEERED FLOOR TRU SPACING PER PLAN DOORWALL U -FACTOR CEILING VAULTED CEILING ABOVE GRADE WALL INTERIORNIALL BELOW ABOVE EXTERIOF BELOW ABOVE BOOR SLAB ON GRADE VERTICAL OVERHEAD _[ 25% 032 050 0.20 R-49 R-38 1/2" WALLBOARD, TYP. R,B I R-10 R-30 R-10 GYPSUM IN/ PVA VAPOR BARRIER 0 WALLS AND CEILINGS LIVING AREA SSES, SIZE AND FIRE BLOCK ALL VERTICAL OPENINGS IN WALLS AT PLATES AND FLOORS "X 10" ANCHOR BOLT W/ 3"X3"X 1/4" PLATE WASHERS @ 48" o.c. NO LESS THAN 4 4 NO MORE THAN 12" FROM EA. END SILL CORNER, JOINT, END, OPENING ETC. 1" MIN. EMBEDMENT INTO GONG. EXCEPT SHEAR WALLS - SEE SHEAR WALL: NAILING SCHEDULE. 2x P.T. SILL Mai ;4- #4 CONT. IN FOOTING GUT TAILS TO MATCH TRUSSES. 5/8"X 10" ANCHOR BOLT W/ 3 "X3 "X 14" PLATE WASHERS @ 48" 0.c. NO LESS THAN 4Y2" 4 NO MORE THAN 12" FROM EA. END SILL CORNER, JOINT, END, OPENING ETC. 1" MIN. EMBEDMENT INTO GONG. EXCEPT SHEAR WALLS - SEE SHEAR WALL NAILING SGHEDULE. #4 CONT. HORZ. TOP #4 STUB UP @ 48" O.G. W/ STD. HOOK EXTEND 14" MIN. INTO WALL 3" MIN. GLR. TYP. SEE FOUNDATION PLAN FOR FTG. / EDN. SIZE ALL FOOTINGS TO BEAR ON FIRM UNDISTURBED SOIL WALL GREATER THAN 4'-O" PER PLAN 5-n". FOUNDAT I ON TA I L SCALE: N.T.S. 34" T4 G PLYWOOD SUB -FLOOR (GLUED 4 NAILED) NAIL 6" EDGE, 12" FIELD W/ IOd NAILS. 00 oho �. • 910 a liiiiiititit GRAIALSPAGE 48" MAX. UNBALANCED (TALLER WALLS PER PLAN) 4"4' PERF. FOOTING DRAIN TILE W/ CLOTH COVER 4 GRANULAR COVER AS REQ'D. BY SOIL GONDITIONS REBAR PLACEMENT PER DETAIL M2 ABOVE 1 PER IRG R405.1.5 4 R405.I.5.1 2x SOLID BLOCKING BRC. WALL ABOVE TYP. 20041 WSEG RESIDENTIAL PRESCRI PTI VE COMPLIANCE CHART OPTION GLAZING AREA % OF FLOOR GLAZING U - FACTOR DOORWALL U -FACTOR CEILING VAULTED CEILING ABOVE GRADE WALL INTERIORNIALL BELOW ABOVE EXTERIOF BELOW ABOVE BOOR SLAB ON GRADE VERTICAL OVERHEAD _[ 25% 032 050 0.20 R-49 R-38 R-21 + INS. HEADERS R,B I R-10 R-30 R-10 * FOR ALL DWELLINGS BETWEEN 1500 SOFT AND 5000 SQ FT, I CREDIT 15 REQUIRED FROM TABLE q -I. OPTION la WILL BE USED FOR THIS DWELLING (HIGH EFFIGENGY HVAG EQUIPMENT) GAS FIRED FURNACE WITH MINIMUM AFUE OF q2% * HEATING DUCTS ARE NOT ALLOWED TO DISPLACE REQUIRED INSULATION WITHIN THE EXTERIOR WALLS, FLOORS, AND CEILINGS * DUCTS SHALL BE LEAK TESTED IN ACCORDANCE WITH R5-33, USING THE MAXIMUM DUCT LEAKAGE RATES SPECIFIED IN SECTION 503.103 4 ON SITE PRIOR TO FINAL BUILDING APPROVAL * A WHOLE HOUSE AIR LEAKAGE TEST 15 REQUIRED * A WHOLE HOUSE VENTILATION SYSTEM 15 REQUIRED * ALL EXTERIOR LIGHTING FIXTURES MUST BE HIGH EFFIGENGY FIXTURES * A MINIMUM 50% OF ALL INTERIOR LIGHTING FIXTURES MUST BE HIGH EFFIGENGY FIXTURES * DOOR BLOWER TESTING (502.4.5) TO BE ON SITE PRIOR TO FINAL APPROVAL * PROGRAMMABLE THERMOSTAT REQUIRED HANDRAIL: GRIP 114" - 2" 4) PROJECTION FROM WALL NO LESS THAN 11". OPEN RAIL: OPEN SPACE BETWEEN PICKETS SHALL BE LESS THAN 4" CLEAR 2X4 STOP 2-2X HEADER FLOOR JOIST _I • yz 9 / < 1034" L_ 34 H FIREBLOGK STAIRS: ONCE IN TOP 4 BOTTOM OF RUN BETWEEN STRINGERS 4 ALONG RUN BETWEEN STUDS USABLE SPACE UNDER STAIRS TO BE 1 HR FIRE CONSTRUCTION 5/8" TYPE 'X' G.W.B. (TWO LAYERS AT STAIR CEILING) >< NOSING HANGER 1 O 3 2x12 STRINGERS Q 2 2X4 BLOCKING Z (FIRESTOP) FIREBLOGKS STAIR TA I L — TYPICAL SCALE: N.T.S. INSLULATE PER WSEG SEE FOUNDATION PLAN FOR BEAM SIZE 4 POST SIZE / SPACING qo# FELT 6 MIL. POLY VAPOR BARRIER T ALL REINFORCEMENT MUST BE TIED IN PLAGE FOR FOUNDATION INSPEGITON SEE FOUNDATION PLAN FOR FTG. / FON. SIZE ALL FOOTINGS TO BEAR ON FIRM UNDISTURBED SOIL PROVIDE DRAIN AT LOW POINT OF CRAWL SPACE FLOOR JOISTS, SIZE AND SPACING PER PLAN 2x4 GUSSET EA. SIDE z_ "SIMPSON" HGAMIO POST TO GONG. N GARAGE / LIVING SEPARATION TYPE "X" GYPSUM WALL BOARD AT CEILING / WALL GARAGE 4" GONG. SLAB ON 4" GRANULAR BED SEE FOUNDATION PLAN FOR PAD SIZE ALL FOOTINGS TO BEAR ON FIRM UNDISTURBED SOIL • REBAR PLACEMENT PER DETAIL *2 ABOVE MIF STAIR NOTES: RISER HEIGHT = 1-3/4" MAX. TREAD DEPTH = 1011 MIN. TYPICAL. MALL SECTIONS SCALE: N.T.S. REBAR PLACEMENT PER DETAIL *2 ABOVE NASH $ ARCH I TEGTS GENERAL NOTES: I. All construction per applicable codes and ordinances. 2001 IRG, IBG. 2. Verify all dimensions on Job site. Bring discrepancies to the attention of Owner and/or Designer. 3. Owner will verify window sizes and manufacturer(s) with framer before start of construction. 4. One window per bedroom shall meet egress code. 5. Skylight glazing per 2001 IBG. 6. Truss manufacturer shall supply shop drawings to owner and framer to review and approve before fabrication. 1. Owner will verlfy electrical and heat layouts with installer before installation. 8. Under ail parallel bearing walls, use double joists or as noted on plan. Double joist (or extra TJI) under all non- bearing parallel walls. 1. TJI products to be installed per manufacturer's Installation gulde and approved reports. 10. All metal connections to treated wood shall be at a minimum; triple zinc ZMAX (6185 per ASTM A653); Hot Dip Galvanze (ASTM A123 for connectors and ASTMI53 for fasteners and anchors. I I. All bathroom fans, kitchen hood, and dryer ducts shall be exhausted through the attic to the roof or through the floor system to an outside wall. All wall ducts shall terminate at least 36" from a window opening. GLIMAT I0 AND GEOGRAPHIC DESIGN CRITERIA: TERMITE: DEGAY: WINTER DESIGN TEMP: IGESHIELD REQUIRED: FLOOD HAZARDS: AIR FREEZING INDEX: 250 MEAN ANNUAL TEMP: 50 SLIGHT TO MODERATE SLIGHT TO MODERATE 11° NO 2003 1112 FIRM DESIGN DATA: ROOF LOADS: LL 25#/SF (SNOW) DL 15#/SF TOTAL 40#/SF FLOOR LOADS: LL 40#/5F DL I0#/SF TOTAL 50#/SF DECK LOADS: LL 60#/SF DL l0#/SF TOTAL 10#/SF SOIL 1500 P5F CONCRETE: 2500 P51 AFTER 28 DAYS (51/2 SACK MIX) -3000 P51 FOR EXTERIOR FOUNDATION WALLS, PORCHES, STEPS, AND OR GARAGE SLABS- AIR ENTRAINMENT 15 BETWEEN 5-1% (TABLE 402.2 IRG) MASONRY: STEEL : WOOD : NAILING : WIND: SEISMIC: WEATHERING PER 2001 IBG PER 2001 IBG (GRADE 40) PER 2001 IBG PER 2001 IRC NAILING PER TABLE R602.5(I), R802.10 85 MPH ZONE - DI V = see design calculations(Wdl) POTENTIAL: MODERATE FROST LINE: 12" E.F.P.: 45 PSF 4" BEAM: DOUGLAS FIR #2 fv= 180 fb = 100 PSI E = 1,600,000 6"BEAM: DOUGLAS FIR #2 fv= 110 fb = 815 PSI E = 1,300,000 4" POST: DOUGLAS FIR #2 Fc 11 = 1350 PSI E = 1,600,000 6" POST: DOUGLAS FIR #2 Fc II = 100 P51 E = 1,300,000 JOISTS 4 RAFTERS HEM FIR #2 4 STUDS: fv = 150 fb = 850 PSI E = 1,300,000 GLU-LAM BEAMS: REVIEWED FOR ODE COMPLIANCE APPROVED MAY 15 2013 City of Tukwila BUILDING DIVISION fv = 240 psi fb = 2,400 psi (reduced by size factor, GF*KI) E = 1,800,000 psi NOTE: VARIATIONS FROM THE ABOVE LUMBER GRADES WILL BE NOTED ON THE PLANS. 1. SUBFLOOR: T PLYWOOD OR OSB APA RATED STURD- I -FLOOR 16" 0.G., 3/4" WALL 4 ROOF SHEATHING: APA RATED SHEAT ING 24/16 1/16" Dl3-o 8 6 RECEIVED CITY OF TUKWILA MAR 1 2 2013 PERMIT CENTER wIF: 2512 REGIS 'ED AR CT GARY '1 AS NASH STATE. OF WASHINGTON ARCHITECTS [ 644 NE 80th STREET . KIRICLA.ND, WA • 98033 .425-828-4117 TYPICAL kMALL SECTION GENERAL NOTES IRC 200q date: 06/01-2010 permit: revisions: drown by: NJA checked by: SHEET G I YRITTBI D*@KIOh15 017 TINS DRAMS SHALL HAVE PRECEDBOE ODER sGALFD DthENSION S. CONTRACTOR SHALL VERIFY ALL Op.EN57OH5, GOND OHS. BTG. PERMS** TO THE YORK ee GRE PROCEEDRO. 11E OM7ER MUST BE ammo OP ANY VARIATIONS. MOH flE medicos AND/OR GO,DmO16 SHOWN ON Thee DRAY'NIISS. ANY WOO VARIATION SHALL EE ARESOLVED BY THE ONH132 PRIOR TO CCEPT ILL FOR THp DOST TOS SAFE. OR HRH THE NOW. TIE COiITUGTOR 5HN1 LE6AL peSGRIPTION LOT II OF TRI -VISTA TERRACE, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 53 OF PLATS, PAGE 28, RECORDS OF KING COUNTY, WASHINGTON. ELEVATION DATUM PER SURVEY CONTROL POINT ID 514; POINT NAME ci3V-q01; BRASS PIN IN 2" CONCRETE FILLED PIPE; TOP OF PIPE 15 055' BELOW THE TOP OF THE MONUMENT CASE - AT THE INTERSECTION OF SOUTH 144Th STREET AND SITH AVE 3; ELEVATION = 114.18 FEET NAVD88 ALL STOCK PILES TC 24 HOURS DOWNSPOUTS ANI7 D INTO STORM SYSTEM PERMANENT VEGEThTI NOTE: E COVERED WITHIN INS TO BE TIED N TO BE 5017 AND BARK SEE CIVIL ENGINEER DRAWINGS FOR STORM WATER AND PI A NAGE INFORMATION IMPERV. AREAS: LOT AREA 12,160 5.F. HOUSE/ INCLUDING GARAGE AND PORGHES 2,034 5.F. PATIO DRIVE. WAY/ WALKWAY TOTAL 60 5.F. 103 2,117 5.F. 23% \i4\, \ \k \ O�' 1 h NI .� I of \ I clepk 140,1-K 5 \a acid Tfloie..5 ar I.\ 1 o n t t-, r, 01- T,n, K ; r 5 �I^ rte (tic-k-wl- rvc ! �� a__ t).l t -I14 n 1 rvx 6 salt I.oy+. roilJ^I. m Tbst ‘1) VIk I 1 -1 k \ \ i L Existing House #14915 0 1 2 5 r REVIEWED FOR CODE COMPLIANCE APPROVED .. MAY 152013 SEE GENERAL NOTES NORTH City of Tukwila BUILDING DIVISION RECEIVED CITY OF TU.KWILA MAY 072013 PERMIT CENTER DRAWING' 'INDEX Current 2OIS HPKiNILGp NLI�3TFiUGTION TU THS WYNb +.TE ' 11 EIJILDIN ' SECTIONS WRITTEN DIh99JSIONS ON IRS DRAINS SHALL HAVE PRECEDENCE OVER SCALE) DlhEH9IONS. CONTRACTOR SHALL VERIFY ALL DIMENSIONS, GOHtloit10N9, ETC. PERTAIHINS TO THE WORK BEFORE PROGEEDINS: TIE O ER MUST BE NOTIFIED OF ANY VARIATIONS .MOM THE • DIVERSIONS AND/OR COMMONS SNOPl ON THESE DRAINSS.. ANY SUCH VARIATION SIAL BE .: . - RESOLVED BY THE OWIE2 PRIOR TO PROCEEDINS KITH THE WORK. OR TIE CONTRACTOR SHALL ACCEPT FULL RESPONSIBILITY FOR THE COST TO RECTIFY SAM GENERAL. h1G) I E5 I. ALL CONSTRUCTION PER APPLICABLE CODES AND ORDINANCES. 2009 IRC, UMC, UPC, MEC, VAIQ, UFO. 2. VERIFY ALL DIMENSIONS ON JOBSITE. BRING DISGREPANCIESTO THE ATTENTION OF OWNER/. AND/OR DESIGNER. 3. OWNER WILL VERIFY WINDOW SIZES AND MANUFACTURER(S) WITH FRAMER BEFORE START OF CONSTRUCTION. 4. ONE WINDOW PER BEDROOM SHALL MEET EGRESS CODE. 5. SKYLIGHT GLAZING PER I.R.G. Oq. &. TRUSS MANUFACTURER SHALL SUPPLY SHOP DRAWINGS TO OWNER AND FRAMER TO REVIEW AND APPROVE BEFORE FABRICATION. 7. OWNER WILL VERIFY ELECTRICAL AND HEAT LAYOUTS WITH INSTALLER BEFORE INSTALLATION. 5. ALL EXTERIOR WARM WALLS TO BE 2 x b STUDS o Ib" O.G. rrPIGAL. NOTES I. ALL WOOD EXPOSED. TO WEATHER SHALL SE PRESSURE TREATED OR. CEDAR. 2. CAULK AND SEAL ALL WINDOW / DOOR AND EXTERIOR ENVELOPE PENETRATIONS. 3. GLAZING PER STATE ENERGY CODE. 4..SEPERATE PERMITS. ARE REQUIRED FOR FENCES, .:.: PLUMBING, MECHANICAL, AND ELECTRICAL. 5. PROTECTION FROM DECAY 15 REQUIRED FOR ALL. WOOD SIDING AND WALL FRAMING LESS THAN 2" ABOVE CONCRETE STEPS, PORCH SLABS, PATIO. SLABS, AND SIMILAR HORIZONTAL SURFACES EXPOSED TO THE. WEATHER:' b. REFER TO ALL ELEVATIONS FOR 7YPIGAL NOTES. T. S.G. = SAFETY GLASS 1. -LINE OF EXISTING GRADE TON. _ B.01N T.O.W. B.O.N. = 215' T.O.W. = 215' BLOW 211' UPPER TOP PL. UPPER SUB PLR. MAIN TOP PL. ELEV. 213' MAIN SUB FLR. LINE OF EXISTING GRADE �1111111111 LET ELEVATION SEE GENERAL NOTES /4" ■ 1'-0" -LINE OF EXISTING GRADE LINE OF DRIVEWAY W/ 15% SLOPE BEYOND —r r j V tSl -fin-C_-forrnu.(ci -11\e___ loweS J - a rit e..._ -t-t1 half Vie_ d,s lcE_ CP- r-cxWWUc1eyr-hon . ,R,'-- ELEV. 213' MAIN SUB FLR. "i* 1kIGHT ELEVATION SEE 6ENERAI. NOTES UPPER TOP PL. UPPER SUB FLR. MAIN TOP PL. ELEV. 213' MAIN 5U13 215' YL =211'' y bo LINE OF EXISTING GRADE ALE, I/4" • I'-0" TAW = 214' B.O.W. = 215' • REVIEWED FOR ODE COMPLIANCE APPROVED MAY 15 2013 City of Tukwila BUILDING DIVISION TAYIL = RECEIVED CITY OF TUKWILA MAY 0 7 2013 PERMIT CENTER 2013 HP GORUCTIT NS TUKYYLIJ. 2429 WYKSATE 11, 3 GAR NASH & ASSOCIATES ARCHITECTS 11644 NE 80th STREET • KIRKLAND, WA • 98033.425-828.4117 WWW.ttuh-ncchitecta.cota proJact, THE INYNStATE 11 STOCK PLAN 2c1201 4 15R, r,EN, BONUS, 3 GAR ELEVATION A dote: 02-25-13 permit: revislons: drawn by: -ILK check,oci by: 6N S1-1-7- H r A2 Oi=. Ai 2013 HP GORUCTIT NS TUKYYLIJ. 2429 WYKSATE 11, 3 GAR