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Permit D11-325 - PONCIN RESIDENCE - NEW HOUSE
PONCIN RESIDENCE 13357 35 AV S Dl 1 -325 City of/Tukwila • Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Inspection Request Line: 206 - 431 -2451 Web site: http: / /www.TukwilaWA.gov COMBINATION PERMIT - NEW SINGLE FAMILY Parcel No.: 7358600140 Address: 13357 35 AV S TUKW Project Name: PONCIN RESIDENCE Permit Number: D11 -325 Issue Date: 01/04/2012 Permit Expires On: 07/02/2012 Owner: Name: CARNAY HENRI K Address: 4901 36TH AVE NE , TACOMA WA 98422 Contact Person: Name: HAROLD PONCIN Address: 13037 OCCIDENTAL AV S , BURIEN WA 98168 Email: NOT PROVIDED Phone: 206 - 334 -7258 Contractor: Name: H P CONSTRUCTION Phone: Address: 13049 12TH AVE SW , BURIEN, WA 98146 Contractor License No: HPCON * *099NH Expiration Date: 12/21/2013 DESCRIPTION OF WORK: CONSTRUCT NEW 2227 SQ FT RESIDENCE WITH 430 SQ FT ATTACHED GARAGE PUBLIC WORKS ACTIVITIES INCLUDE: TESC, LAND ALTERING, DRIVEWAY ACCESS, STORM DRAINAGE, AND UNDERGROUNDING OF POWER. WATER DIST. 125 & VALLEY VIEW SEWER DIST. Value of Construction: $270,375.70 Fees Collected: $7,899.37 Type of Fire Protection: SPRINKLERS International Residential Code Edition: 2009 Type of Construction: Occupancy per IBC: 22 Electrical Service Provided by: SEATTLE CITY LIGHT Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: Y Fire Loop Hydrant: N Number: 0 Size (Inches): 0 Flood Control Zone: N Hauling: N Start Time: End Time: Land Altering: Y Volumes: Cut 40 c.y. Fill 0 c.y. Landscape Irrigation: N Moving Oversize Load: N Start Time: End Time: Sanitary Side Sewer: N Sewer Main Extension: N Private: Public: Storm Drainage: Y Street Use: N Profit: N Non - Profit: N Water Main Extension: N Private: Public: Water Meter: N ** *continued on next page * ** doc: IBC- SF7 /10 D11 -325 Printed: 01 -04 -2012 Permit Center Authorized Signature: Date: bL{ ll� I hereby certify that I have read and ex. e • this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied th, w' ether specified herein or not. The granting of this permit does not pres e ' • give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this development permit and agree to the conditions attached to this permit. Signature: Print Name: q E,/ j>;), 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: Truss shop drawings shall be provided with the shipment of trusses delivered to the job site. Truss shop drawings shall bear the seal and signature of a Washington State Professional Engineer. Shop drawings shall be maintained on the site and available to the building inspector for inspection purposes. 6: All construction shall be done in conformance with the approved plans and the requirements of the International Building Code or International Residential Code, International Mechanical Code, Washington State Energy Code. 7: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 8: All wood to remain in placed concrete shall be treated wood. 9: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 10: Manufacturers installation instructions shall be available on the job site at the time of inspection. 11: All construction noise to be in compliance with Chapter 8.22 of the City of Tukwila Municipal Code. A copy can be obtained at City Hall in the office of the City Clerk. 12: Ventilation is required for all new rooms and spaces of new or existing buildings and shall be in conformance with the International Building Code and the Washington State Ventilation and Indoor Air Quality Code. 13: Except for direct -vent appliances that obtain all combustion air directly from the outdoors; fuel -fired appliances shall not be located in, or obtain combustion air from, any of the following rooms or spaces: Sleeping rooms, bathrooms, toilet rooms, storage closets, surgical rooms. 14: Equipment and appliances having an ignition source and located in hazardous locations and public garages, PRIVATE GARAGES, repair garages, automotive motor -fuel dispensing facilities and parking garages shall be elevated such that the source of ignition is not less than 18 inches above the floor surface on which the equipment or appliance rests. doc: IBC- SF7/10 D11 -325 Printed: 01 -04 -2012 15: Water heaters shall be anchored or str d to resist horizontal displacement due to e quake motion. Strapping shall be at points within the upper one -third and r one -third of the water heater's vertical diiion. A minimum distance of 4- inches shall be maintained above the controls with the strapping. 16: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206- 431 - 3670). 17: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206- 431 - 3670). 18: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the Building Official from requiring the correction of errors in the construction documents and other data. 19: ** *PLUMBING AND GAS PIPING * ** 20: No changes shall be made to applicable plans and specifications unless prior approval is obtained from the Tukwila Building Division. 21: All permits, inspection records and applicable plans shall be maintained at the job and available to the plumbing inspector. 22: All plumbing and gas piping systems shall be installed in compliance with the Uniform Plumbing Code and the Fuel Gas Code. 23: No portion of any plumbing system or gas piping shall be concealed until inspected and approved. 24: All plumbing and gas piping systems shall be tested and approved as required by the Plumbing Code and Fuel Gas Code. Tests shall be conducted in the presence of the Plumbing Inspector. It shall be the duty of the holder of the permit to make sure that the work will stand the test prescribed before giving notification that the work is ready for inspection. 25: No water, soil, or waste pipe shall be installed or permitted outside of a building or in an exterior wall unless, adequate provision is made to protect such pipe from freezing. All hot and cold water pipes installed outside the conditioned space shall be insulated to minimum R -3. 26: : Plastic and copper piping running through framing members to within one (1) inch of the exposed framing shall be protected by steel nail plates not less than 18 guage. 27: Piping through concrete or masonry walls shall not be subject to any load from building construction. No plumbing piping shall be directly embedded in concrete or masonry. 28: All pipes penetrating floor /ceiling assemblies and fire - resistance rated walls or partitions shall be protected in accordance with the requirements of the building code. 29: Piping in the ground shall be laid on a firm bed for its entire length. Trenches shall be backfilled in thin layers to twelve inches above the top of the piping with clean earth, which shall not contain stones, boulders, cinderfill, frozen earth, or construction debris. 30: The issuance of a permit or approval of plans and specifications shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the Plumbing Code or Fuel Gas Code or any other ordinance of the jurisdiction. 31: The applicant agrees that he or she will hire a licensed plumber to perform the work outlined in this permit. 32: All new plumbing fixtures installed in new construction and all remodeling involving replacement of plumbing fixtures and fittings in all residential, hotel, motel, school, industrial, commercial use or other occupancies that use significant quantities of water shall comply with Washington States Water Efficiency and Conservation Standards in accordance with RCW 19.27.170 and the 2006 Uniform Plumbing Code Section 402 of Washington State Amendments. 33: ** *FIRE DEPARTMENT CONDITIONS * ** 34: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 35: An approved automatic fire sprinkler extinguishing system is required for this project. (City Ordinance #2050) 36: All new sprinlder systems and all modifications to existing sprinkler 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. 2050). doc: IBC- SF7 /10 D11-325 Printed: 01 -04 -2012 37: Maximum grade for all projects is 15 %. 38: Adequate ground ladder access to rescue windows shall be provided. Landscape a flat, 12' deep by 4' wide area below each required rescue window. 39: 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) 40: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2050 and #2051) 41: Any overlooked hazardous condition and /or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 42: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 -4407. 43: ** *PUBLIC WORKS DEPARTMENT CONDITIONS * ** 44: Contractor shall notify Public Works Project Inspector Mr. Dave Stuckle at (206)433 -0179 of commencement and completion of work at least 24 hours in advance. 45: Work affecting traffic flows shall be closely coordinated with the Public Works Project Inspector. Traffic Control Plans shall be submitted to the Inspector for prior approval. 46: Any material spilled onto any street shall be cleaned up immediately. 47: If the existing sanitary side sewer within 35th Ave. South needs to be replaced, then Applicant /Owner shall provide Insurance and sign a ROW Hold Harmless Agreement for work within the Public ROW. 48: Pavement mitigation fee shall apply to this Permit if pavement within 35th Ave. South is open cut. 49: Temporary erosion control measures shall be implemented as the first order of business to prevent sedimentation off -site or into existing drainage facilities. 50: The site shall have permanent erosion control measures in place as soon as possible after final grading has been completed and prior to the Final Inspection. 51: The Land Altering Permit Fee is based upon an estimated 40 cubic yards of cut and not fill. If the final quantity exceeds this amount, the developer shall be required to recalculate the final quantity and pay the difference in permit fee prior to the Final Inspection. 52: From October 1 through April 30, cover any slopes and stockpiles that are 3H: 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. 53: From May 1 through September 30, inspect and maintain temporary erosion prevention and sediment at least monthly. All disturbed areas of the site shall be permanently stabilized prior to final construction approval. doc: IBC- SF7/10 D11-325 Printed: 01 -04 -2012 CITY OF TUK Community DevelTtint Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 htto://www.ci.tukwila.wa.us Combinationlrmit No. Project No.: (For office use only) COMBINATION PERMIT APPLICATION - NEW SINGLE FAMILY Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. * *please print ** PROPERTY INFORMATION — Site Address: Property Owners Name: / 14 444 Pon U 1 r\ Mailing Address: 13 O 3 7 `4X4 /336 7 5-7(4 C6t/‘-e g Co As - ssor's Tax No.: 7 3 53 59 00 )qd Wit R-itF PAileAk."1 State Zip CONTACT PERSON — who do we contact when the permit is ready to be issued Name: Mailing Address: Day Telephone: . �7rJ•/ �I. _i. City State 57/S?" Zip E -Mail Address: Fax Number: 2 U� — .Z V6 GENERAL CONTRACTOR INFORMATION – Company Name: Mailing Address: Contact Person: E -Mail Address: Contractor Registration Number: H i' C d 1\l Yk o I /A/ N 1 PROJECT INFORMATION – City State Zip Day Telephone: % G 33 f 7,-50 Fax Number:9 iY ' "Z' 96 5'/ - Expiration Date: 97g'' / Valuation of project (contractor's bid price): $ /6-0) j U 0 Scope of work (please provide detailed information): iT 'yt.e 2f4r'Q „4'-i' ✓ 4 DETAILED BUILDING INFORAMTION — PROJECT FLOOR AREAS PROPOSED SQUARE FOOTAGE Basement 1st floor /O /5 2nd floor /' / Garage al carport • 030 Deck — covered 0 uncovered • Total square footage Sprinklered building? ® yes ❑ no Fire suppression system proposed/required? ❑ yes ❑ no H:\ Applications\Forms- Applications On Line\2010 Applications \7 -2010 - Permit Application - SFR Combination.doe Revised: 7 -2010 bh Page 1 of 3 I PUBLIC WORKS PERMIT INFORMATION - Scope of work (please provide detail d iWlation): 1 / CALL B F 1 RE YOU DIG: 1 -801= 424 -5555 PLEASE REFER TO PUBLIC WORKS BULLETIN #1 FOR FEES AND ESTIMATE SHEET. WATER DISTRICT ❑ .. Tukwila el... Water District #125 .. • Water availability provided SEWER DISTRICT ❑ .. Tukwila ❑ .. Sewer use certificate ...Valley View Ri Sewer availability provided ❑... Highline ❑ ... Renton 0... Renton 0... Seattle SEPTIC SYSTEM: ❑ .. On -site septic system — for on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. SUBMITTED WITH APPLICATION (MARK BOXES WHICH APPLY): ❑ .. Civil Plans (Maximum Paper Size — 22" X 34 ") ❑ .. Technical Information Report (Storm Drainage) 0... Geotechnical Report ❑ ...Traffic Impact Analysis ❑ -- Bond 0... Insurance 0... Easement(s) ❑... Maintenance Agreement(s) ❑ ...Hold Harmless - (SAO) ❑ ...Hold Harmless - (ROW) PROPOSED ACTIVITIES (MARK BOXES THAT APPLY): ❑ .. Right -of -Way Use - Nonprofit For Less Than 72 Hours ❑ .. Right -of -Way Use - No Disturbance ❑ .. Construction/Excavation /Fill - Right -of -Way ❑ Non Right -of -Way �yf .. Total Cut 7 U Cubic Yards ❑ .. Total Fill Cubic Yards jo .. Sanitary Side Sewer ❑ .. Cap or Remove Utilities ❑ .. Frontage Improvements ❑ .. Traffic Control ❑ .. Backflow Prevention - .. Permanent Water Meter Size ❑ .. Temporary Water Meter Size ❑ .. Water Only Meter Size ❑ .. Sewer Main Extension ❑ .. Water Main Extension 0... Right -Of -Way Use - Profit for less than 72 hours 0... Right -Of -Way Use - Potential disturbance 0... Work In Flood Zone ❑... Storm Drainage 0... Abandon Septic Tank ❑... Curb Cut 0... Pavement Cut 0... Looped Fire Line Fire Protection Irrigation Domestic Water % " WO# " WO# " WO# ❑ Private ❑ Private Public Public ❑... Grease Interceptor 0... Channelization 0... Trench Excavation ... Utility Undergrounding ❑ .. Deduct Water Meter Size !Z " FINANCE INFORMATION - THIS INFORMATION IS REQUIRED TO BE FILLED OUT WHEN REOUESTING WATER OR SEWER SERVICE Fire line size at property line number of public fire hydrant(s) .. water 2] .. sewer ❑ .. sewage treatment MONTHLY SERVICE BILLING TO: Name: Day Telephone: Mailing Address: City State Zip WATER METER REFUND/BILLING: Name: Day Telephone: Mailing Address: City State Zip H:1Applications\Forms- Applications On Line \2010 Applications17 -2010 - Permit Application - SFR Combination.doc Revised: 7 -2010 bh Page 2 of 3 EQUIPMENT AND FIXTURES — • • 1 INDICATE NUMBER OF EACH TYPE OF FIXTURE TO BE INSTALLED AS PART OF YOUR PROJECT. MECHANICAL: Value of mechanical work $ 00 Xfurnace <100k btu �( appliance vent X thermostat wood/gas stove emergency generator fuel type: ❑ electric gas ventilation fan connected to single duct water heater (electric) other mechanical equipment PLUMBING: ' ) Value of plumbing/gas piping work $ �J, Jv I/ bathtub (or bath/shower combo) dishwasher lavatory (bathroom sink) water heater (gas) bidet floor drain sink lawn sprinkler system 1 3 clothes washer shower water closet gas piping outlets I PERMIT APPLICATION NOTES — APPLICABLE TO ALL PERMITS IN THIS APPLICATION — Value of construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the permit center to comply with current fee schedules. Expiration of plan review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. PROPERTY OW AUTHORIZED AGENT: Signature: d6 ✓✓ 7 .4 ✓Y,/d,,,,.� Print Name: d !/l Pe1 Mailing Address: 130 3 7 P I Date Application Accepted: /q , 1 / Day Telephone: City Date Application Expires: j,,,,(�, J_ Staff Initials: H:\Applications\Porms- Applications On Line\2010 Applications \7 -2010 - Permit Application - SFR Combination.doc Revised: 7 -2010 bh 1444( I Page 3 of 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.: 7358600140 Address: 13357 35 AV S TUKW Suite No: Applicant: PONCIN RESIDENCE RECEIPT Permit Number: Status: Applied Date: Issue Date: D11 -325 APPROVED 10/04/2011 Receipt No.: Initials: User ID: Payee: R12 -00023 JEM 1165 Payment Amount: $6,025.65 Payment Date: 01/04/2012 02:18 PM Balance: $0.00 H.P. CONSTRUCTION TRANSACTION LIST: Type Method Descriptio Amount Payment Check Authorization No. ACCOUNT ITEM LIST: Description 3305 6,025.65 Account Code Current Pmts BUILDING - RES FIRE IMPACT FEES MECHANICAL - RES PARK IMPACT FEES PLUMBING - RES PW BASE APPLICATION FEE PW LAND ALT PERMIT FEE PW PERMIT /INSPECTION FEE PW PLAN REVIEW STATE BUILDING SURCHARGE 000.322.100 90830402.5000.5304.XXXXX 000.322.102.00.00 90330109.5000.5301.XXXXX 000.322.103.00.00 000.322.100 000.342.400 000.342.400 000.345.830 640.237.114 Total: $6,025.65 2,882.65 922.00 189.00 1,426.00 252.00 250.00 23.50 38.00 38.00 4.50 doc: Receiot -06 Printed: 01 -04 -2012 • 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.: 7358600140 Address: 13357 35 AV S TUKW Suite No: Applicant: PONCIN RESIDENCE RECEIPT Permit Number: D11 -325 Status: PENDING Applied Date: 10/04/2011 Issue Date: Receipt No.: R11 -02158 Payment Amount: $1,873.72 Initials: WER Payment Date: 10/04/2011 09:04 AM User ID: 1655 Balance: $3,328.15 Payee: H P CONSTRUCTION TRANSACTION LIST: Type Method Descriptio Amount Payment Check 3067 1,873.72 Authorization No. ACCOUNT ITEM LIST: Description Account Code Current Pmts PLAN CHECK - RES 000.345.830 1,873.72 Total: $1,873.72 doc: Receiot -06 Printed: 10 -04 -2011 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. S CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 p.- (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 Project: P(JO i ki p, s , Type of Inspection r--,,�4 c Address: /3-1 745111/ S Date Called: Special Instructions: Date Wanted: . r Requester: Phone No: n6 ;33 y- %2-.s" • gApproved per applicable codes. Corrections required prior to approval. COMMENTS: Perm IDateet : SPECTION FEE REQUIR D. Prior tfS next inspection. fee must be d at 6300 Southcenter Blvd. Suite 1. 0. Call to schedule reinspection. INSPECTION NO. INSPECTION RECORD Retain a copy with permit PERMIT NO. dr) CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila: WA 98188 (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 Project: POO /NJ gP5 Type of Inspection: /-7/ fvel/ — /I'l -€ h - Address: /335 7 .� 5 A o 5 Date Called: Special Instructions: ' - Date Wanted:. 4/ - /2 - 12 p.m. Requester: Phone No: _c,?aG - -AIL/- 72 } Approved per applicable codes. Corrections required prior to approval. COMMENTS: 0 ( /4,11 h e.iiait/ - /A6■(/ lnspe or: Date; 2% --/2_ ra :EINSPECTION FEE j' /paid at 6300 Southce ,I EQUIRED. Prior to next inspection, fee must be ter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION NO. INSPECTION RECORD Retain a copy with permit a//-,/2 5 PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 t .-, (206) 431 -3670 _Permit Inspection Request Line (206) 431 -2451 Project: / .11947 I/f f.. /D5 . Type of Inspection: /1700/(k/7/.49-2.A1.5-t, Date Called: / Address: /3 3 =5 7 ..45- 9 u s' Special Instructions: Date Wanted:. L/— /Z — 12- a.m. p.m. Requester: . Phone No: ..261. -3. V - %2,.5T IEApproved per applicable codes. aCorrections required prior to approval. COMMENTS: 0 / >40dCf/eX 7A/57 t/ - j/1 i el G I 4 ?ft■- 4jp,/ottki 6 of sp'a�e r 4V ) .0 .,w /t.t/4 E SPECTION FE REQUIRE. Prior to next inspection, fee must be p Id at 6300 Southc nter Blvd.. Suite 100. Call to schedule reinspection. ,Date. 14/ -12 n _i _ 12, INSPECTION NO. INSPECTION RECORD Retain a copy with permit PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 tr..- (206) 431 -3670 Permitinspection Request Line (206) 431 -2451 Project: /-30A/C.A.i./ /ter5 Type of Inspection: ,�in19 /- ?hi 0416- G7S Address: Date Called: 1 Special Instructions: `` Date Wanted: . 4/- -/2 -/2 OS Requester: Phone No: a,04- 3."Y- ->2ir-g.•- Approved per applicable codes. Corrections required prior to approval. COMMENTS: (Ti) 14' - / /vSwG - 1394•4A/,/ 1 ) ?hit/b, -/ / 1 n/.91- ADp/41/S? . V 6AS t);0" " 'A/ R% -- /¢4✓cr✓4' ff4 `; nspec • r: /. -7.1 A Date: 1 y.—,z _,2 PECTION FEE REQUIRgD. Prior t6 next inspection, fee must be at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 1 INSPECTION RECORD. Retain a copy with permit INSPECTION NO, PERMIT NO. Di1 -32-� CITY OrTUKWILA BUILDING DIVISION 6300 Southcenter BIvd., #100, Tukwila. WA 98188 j (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 Project: O.1 '� R� i g S Type of Inspection: _./..G1/4i Address: • • .f'•'_35 3 S e1V So Date Called: Special Instructions: . • • . • Date Wanted:. 3 — 1 C -- l2 CEO p.m. Requester: Phone No: G-3. 11 -72,"3 Approved per applicable codes. El Corrections required prior to approval. • COMMENTS: • • Dated � /4 _ /2 R NSPECTION• FEE REQbIRED. Prior tooext inspection, fee must be raid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. ;. INSPECTION RECORD Retain a copy with permit INSPECTION N0. PERMIT NO. CITY OF' TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 1a. (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 ctO Proje : Type of Inspection: Address: Date Called: Special instructions: . ly - fD.4 0, 5A.2 6 y- o I Date Wanted:. __j — /..S - /�- p:m. Requester: Phone No: 44g -3?4'- 7250 'jApproved per applicable codes. aCorrections required prior to approval. COMMENTS: Aim Atkeit e }/*ve.zt, ziI. - 4,,i/A NSPECTION FEE REQUIRED. Pri p id at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. I Date : or to ext inspection, fee must be INSPECTION NO. Y is INSPECTION RECORD Retain a copy with permit P11-3LS PERMIT NO. CITY OF TUKWILA BUILDING DIVISION ' 6300 Southcenter Blvd., #100, Tukwila. WA 98188 12_ (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 Proiest: r kJ (� sliAt TYPe s,A t •A6 Address: 13-sit 't 3s Date Called: Special Instructions: Date Wanted: 3 ....5_12_ a.m. Vim"; Requester: Ph740 (I 33 .7 Z SC Mkproved per applicable codes. aCorrections required prior to approval. S COMMENTS: ❑ I SPECTION FEE REQ RED. Prio to next inspection. fee must be (Pa) at 6300 Sout center Bl ., Suite. 00. Call to schedule reinspection. 1 INSPECTION NO. INSPECTION RECORD Retain a copy with permit PERMIT NO: -1/� CITY OF TUKWILA BUILDING VISION W 6300 Southcenter Blvd., #100, Tukwila. WA 98188 �I``-- (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 Pro t�: A Ai / -r` //J/(y`- Vo• `c. K , ALA A Type 4f -inspection; /t■ • fr , l Address: I.3 5 ? •-il 3S —4vv- Date Called: , Special Instructions: . t Date Wanted: a.a.rw: -- -- (1- p.m. Requester: T Phone No: ? 334—.2s' at Approved per applicable codes. Corrections required prior to approval. / COMMENTS Ar Q ,,,• 's A S' psoi /14 k e . I ( , i na' 11 Alue_ Alit e; At/. t/ Sr D % p(A-Th -- /14 3 -LEST 1,)1- 4 " �aJL. r leivi Jk.cL e_ 6/e --,,I u IA A.6,1 S1`'}}‘(e• r Th-I/ s' 4 w 0 el 0 6A/ i_ s7✓ Ar - S Pac.1,- ,ear'1 ,61) (1' re &ac .'n i't, ?r 5 Si Ue /8r :Ae1 Or rep.I- nee6( A/4 pi +e O 010-e_ Sbto pL&'» Sa(: 4 11-4esrj S J I r J J'-� ed� f. M'e 30 ` � -r -r 1l 0. S -1J,4f sW AF" Prate ,^ AM' c 49s•e-diT fl-t e c_./,,,,,k_ F,>(- p1,,A,s !' (.)4-3‘17-.6._ 5 (- t4 . T C A-Vl in) r /Le - t "- .j p e 7 2:30 N((. wLJP..% (Inspe or: (Date. ❑ REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. R• INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 . _ (206) 431 -3670 Permit inspection Request Line (206) 431 -2451 J / / -3z 5 Project: 4./ve /_A/ . e .5 Type of Inspection: l22g .iivv6. ° .1..)2/07....2/S1.1 1 Addresi: 13.357 5- 41/ .V Date Called: Special Instructions: l2 C� Ll -� 7Z`5 & go. V— c77 be Date Wanted:. a -27-/2 ='40 -„4.7 id 12/ /'rii mric s)//n- / 4.611j ° Z44-1- a. Requester: or . . * Seex s/'4 1 414',./), Ail) ger-PI i Ark Phone No: --.,, el20 Cv :.,7.] 7 ^72Z CJ ' ,/ % ,Ti'? % 70.57- tee/ /i/ 4 PI2V1 rd Ic_ l. 44,/or. oivk Approved per applicable codes. Corrections required prior to approval. COMMENTS: 1 y1ri.t//_ i./ ell /F'/ - /{%eet.s Je itite.974 lh%: / '1, 4-4- . '2) i77 R (>76/1;e' -,e00 7-5e.- ii, ,47,/f 2 /tjni1 cicei•Eiew/ A'.v •- r-4 /04•4tr '?.(.4,41, 4 ,.5'77,74t6. »d Y0. exi / / /;/ K/ S /d %'i' . '/?e. /6,0,4. • ,9: / ie 4,4 -,v SS d A r ,rit/ic l' ='40 -„4.7 id 12/ /'rii mric s)//n- / 4.611j ° Z44-1- S , ?4. 5'd ".gip d >//A //,f1di/ 2/A/...;./ . j'9 14 %41Y /04 "gS 04x4),/;116., or . . * Seex s/'4 1 414',./), Ail) ger-PI i Ark 01)>A177.,1-2 is ?th91/.x.i— /T�Q✓ev ete • ' ,/ % ,Ti'? % 70.57- tee/ /i/ 4 PI2V1 rd Ic_ l. 44,/or. oivk 1 EINSPECTION PEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION NO. Chit i i ( , I INSPECTION RECORD Retain a copy with permit PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila: WA 98188 t. (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 Project: To4 ZA ,1 C Type of Insp ction:- 4)(//% — /i'1/ �� 643 ; coo i Address: /33573%/37vS Date Caf'ed: Special Instructions: Date Wanted:. a.m. Requester: Phone No: m?®( —2.5V— 72S r ; ® Approved per applicable codes. Corrections required prior to approval. COMMENTS: /1‘,rra lid) / s-I C eft, d �� 643 ; coo i �/ P,aerApv 4,./ X247 -z k - A...— 401frive700 ,, n REINS ECTION FEE REQUIRED. P"torto next inspection, fee must be • paid 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION INSPECTION RECORD Retain a copy with permit NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 PERMIT NO. PrVect:� I D_ G . AI �. f .5 he~ A Type pf Inspection:, � ZU P (v Address: ,,, 335 '7 1� 3.s. Date Called: Special Instructions: • % CO C_. r Acu) �--- . Date Wanted �f _a-m: —) 7 -- ( L_— P.m. Requester: ioe /--bolt-1/4-4-- 0 f -no. ■....J I . Phone No: co 334 _22ss, ElApproved per applicable codes. (Corrections required prior to approval. COMMENTS: O ` s ` ...t–. .._:--/ r 1 a j.rs Li, ors u 14,,,,J 3r k( —. LAD PO ere ,DO s S----1) ( 5 erLJ ' P . _c e utf - prl, ,5r pi pr Du ;f. 0 QITtJ _ ('-' tow) 2 t { v. ( r P9 • % CO C_. r Acu) �--- . 6 Co CAP `.A_JP - A-f-aks ioe /--bolt-1/4-4-- 0 f -no. ■....J I . ., Inspector: Date: r7 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 G 6300 Southcenter Blvd., #100, Tukwila. WA 98188 i(Z- (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 �l l - 3 2S Pro J /V L /✓ /��itO�� C� pp ALA Type of Ins ecti n:/„ � �-/ �A % /CoO K Address 3 s 1 3S Date Called: Special Instructions: Date Wanted:. a,..m., E.� , Requester: Phone -∎f) 6 _ 3 34 _-7 8- Approved per applicable codes. Corrections required prior to approval. COMMENTS: Inspe of r: `. 1J REINSPECTION FEE REQUIRE . Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. Date: 2, �. PERMIT NO. G it.•( SIGN INSPECTIO . NO. CITY OF- TUKWILA BUILDING DIVI 6300 Southcenter Blvd., #100, Tukwila. WA 98188 g. (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 INSPECTION RECORD Retain a copy with permit Project) 1 Al 4c e of Inspection: Address: .. 1 33S-T) 33 A-vb- Date Called: Special Instructions: / Date Wanted:. .---___Zr 1'3i-/Z. p.m: Requester: Phone No: - 334 12- Approved per applicable codes. El Corrections required prior to approval. COMMENTS: Inspector: A 1Date:3 t ❑ REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspectioin. • INSPECTION RECORD Retain a copy with permit INSPECT 'N NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 kZ. (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 of( -325 Pro' ct: 7U G., Al / .roleA Type _of Inspection: , f-ou, `A� 0rA- &r Address: . '33s1 vt 3 S 4444-- Date Called: Special Instructions: Date Wanted:. a.m. Requester: Phone No: 2�Co -334 _7 z S8, Approved per applicable codes. Corrections required prior to approval. COMMENTS: Insaiector: Date: ( r7 REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. L MM_. • f T•- - • INSPECTION RECORD ` '"' Retain a copy with permit F . • INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION r. • 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670 ' ' Permit Inspection Request Line (206) 431 -2451 YZ 15 •:, r .. • Proj b. Type of Inspection: `_ i Address. i33S7 -7'I- 3S- Avk Date Called: Foy . F 4G _ Special Instructions: • Date Wanted: a m, — IS `i L. p.m. Requester: P one No: 2■0 6—"7( 47 -3t 17 Approved per applicable codes. r • • fi � REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. • Corrections required prior to approval. COMMENTS: : • A-N S -frpS ;AS'y-A-I \Cet • InsP(ctor: IDate:1 INSPECTION RECORD Retain a copy with permit • INSPECTION N0. • PERMIT NO. 311-32-5 • • = ' • CITY OF'•TUKWILA BUILDING DIVISION •6300' Southcenter Blvd., #100, Tukwila. WA 98188 z., (206) 431 -3670 •P"errn t Inspection Request Line (206) 431 -2451 • • • r• L. • • Pt�t�irect: ,. Type of Inspection; Address: '1-1. Date Called: Specia Instructions: .L! / I# r - or r ( Date Wanted: a.m. Requester: Phon (49 8.,47 _ 31( q • JApprovedper'applicable codes. I Corrections required prior to approval. • COMMENT& • r•• i A-rpfdJM RAP_ )./1 2 .A-1 t sT kA Al 4 4 vU r 1•: r tnspecto • Date: 3 - REINSPECTION: FEE REQUIRED. Prior to next inspection, fee must be pa'rdat 6300'Southcenter Blvd.. Suite 100. Call to schedule reinspectioh. • INSPECTION RECORD Retain a copy with permit INSPECTION Na pl J - .3?5 PERMIT NO. . CITIe.'QF•.TUKWILA BUILDING DIVISION .6300 Southcentet`BIyd., #100, Tukwila. WA 98188 (206) 431 -3670 Permit Inspection.Request Line (206) 431 -2451 Prodc • - • 4briC II • eio ', ilen c -e, Type of Inspection: .. -kJ cncc Address: /03-7 2, "7✓, 5 Date Called: t1 �/��a li), r'i4e.44. Special Instructions: • Date Wanted:: DY 11. 11 a a.m. p'm Reque ter: / `. 13 IGt f C t,i c r it Phone No: D/ 335!79 8' Approved per applicable codes. Corrections required prior to approval. COMMENTS: _ `'1 Je c 4 O )4( f ptifie ,rer& (ii " r'i4e.44. rio r 1•0 a` - — Heal. �..�d 5ca .A FfNA (e e? - re i Pe /TA rn crAS. . V Inspector S • Date: //6 11'7_ REINSPECTION,FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. • 1 INSPECTION NO. INSPECTION RECORD Retain a copy with permit PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 Project: Type of Inspecion: Addr s s 1.33 7 .4.40 5 Date Called: Qua /I2 tmi-c�IkI pc ' p(a." Special Instructions: S /- -] .1�, C'_. Date Wanted: . e7/ /. 6 /ia I Requeste et() 7 .7(r r1, : Phone��N77o: ElApproved per applicable codes. El Corrections required prior to approval. COMMENTS: — P11 LA/ ►RC{)uu* A4rex;a tmi-c�IkI pc ' p(a." art di 1Li ok-ete --o 6'` Ci4-1 7,4-iAt> a(AA o -P okdfac etvi- C. O(L to ba.i, '11. Inspector: Date: 1 1iii112 ri REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. CC INSPECTION NO. INSPECTION RECORD Retain a copy with permit PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 Permit Inspection Request Line (206) 431 -2451 (206) 431 -3670 Proj : - Von Gln �.5.� Type of In pec�ion: �ira( Address: i 37 S- 1 3S- Ave_ 5 Date Called: 'ii (IC Special Instructions: Date Wanted:. iii►g'IL �m Requester: Phone No: Approved per applicable codes. Ij Corrections required prior to approval. COMMENTS: irc.e 01, ,Jo Mile pleat ill* e Y Inspector: 05 Date: Li /(gt/z ri REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. �.... • -.. INSPECTION NUMBER • INSPECTION RECORD Retain a copy with permit • L7 /1-3)u' PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206 - 575 -4407 Project: Po►,c1ti, Pess oteWe' Type of Inspection: Spr4 / F. yr =0-%(4 Address: I 3 3a 2 3; A.. v S Suite #: Contact Person: Special Instructions: Phone No.: IXApproved per applicable codes. Corrections required prior to approval. COMMENTS: S - Ok ire FOAt., O k Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: ► Pre -Fire: Permits: Occupancy Type: Inspector: 4-1,,..‘ 1--/ I Date: (l -1) _ i).- Hrs.: J n $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: 1 State: Zip: Word /Inspection Record Form.Doc 6/11/10 T.F.D. Form F.P. 113 r • a INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit -s - oy► )// -- 5— . PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206 - 575 -4407 Proje }r aJ"r IA- L Typ/� � of Inspection: E S s p Address: / 7 3 c 7 Suite #: 3 vi-ueS Contact Person: Special Instructions: Permits: ' Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: Sprinklers: . Fire Alarm: 1 Hood & Duct: Monitor: Pre -Fire: Permits: ' Occupancy Type: A A i -. / l ry R ed.S i , ✓-e-C) 1 'c - 3a1.5°' 1 c'-e- "e- NQ�1- I-it' •aa out) r , Pi Needs Shift Inspection: Sprinklers: . Fire Alarm: 1 Hood & Duct: Monitor: Pre -Fire: Permits: ' Occupancy Type: Inspector: , Date: v,/ Z Hrs.: 1 s'---G7 $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 i� - T.F.D. Form F.P. 113 • • 2.2.// — 3.2.J- /2- 1 INSPECTION NUMBER • INSPECTION RECORD • Retain a copy vilth permit PERMIT NUMBERS CITY,OF TUKWILA FIRE DEPARTMENT 444 Ar(dover Park East, Tukwila, Wa. 98188 206 - 575 -4407 Project: r» c rr-lv�1 -1Awe< Pr- ,■j -4GIt Type of Inspection: p',� 5;ar. ,,,L 6,4- /3i7 f=4.x,4J Ty_ u. Address: ) 3 33 7 3 S 4Lit Suite #: S - Contact Person: St.. §-/.:r, •f'" Special Instructions: .r Permits: J Phone No.: ,2S 3 - 3 77 -- ! `, S7 rlApproved per applicable codes. 1 • Corrections required prior to approval. COMMENTS: , Sprinklers: Fire Alarm: Hood & D uct: Monitor: •f'" Pre -Fire: Permits: J Occupancy Type: CV sr, er r,.,i>r 005;. Off°" _lorvv 5s' _---' a u,,4'4- i <s1. 10,4.sS -.-06., 2 ; I Poll ..1 •h Ga 5cc..Tw4"k:et41 $ . _ ` N.,91-:,/) Alec I_ il0 1~ low 7-.0. ar it-L, bt1/ k.4--,,_, 47,,,.. 0.4C fv c4,Jrti, , r. Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & D uct: Monitor: •f'" Pre -Fire: Permits: J Occupancy Type: CV Inspector: iriy1 f$ Date: .3 /7 1)2..- Z- Hrs.: 2., $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 • 7 • 8 PROJECT BENCH MARK. TOP OF CONC. WALL ELEV. 100.00 N0° 38' 00.20 "W EX. 10' WIDE AC ALLEY. EXTEND 18' NORTH TO N. PROP. LINE LOT. 18' WIDE DRIVEWAY OHP x 0 20 0 20 40 SCALE IN FEET 6' HIGH WOOD FENCE ON TOP OF 0.5' -1' HIGH CONC. WALL. S89° 59' 00.00 "W 120.000' CONN. ALL DWN- SPTS TO 6" SD @ SE HSE CORNER 2 60 REPLACE EX. CONC. SEWER & EXTEND TO NEW HOUSE NO° 38' 00.20 "W DWNSPOUT. TYP. 8 PLAG S PROPOSED HOUSE CONN. FTG DRAIN TO m YARD DRAIN 40.7' kij0' I.E. EX. 6" 6 C. = 95.5 o- 12" SQ. YARD RAIN. I.E. 6" OUT- 96.1 m -106 Imo EX. POWER VAULT. CONN TO NEW HOUSE OHP S89° 59' 00.00 "W SOUTH 14TH STREET I1010■N.au1 Center Sp.d..ry Wee. c— • i A 8Me 51 1 5 112011 Geode Cole V.* 6 M 81amta 9wr881 1 819 6115A� sneer Gale II 555W555, 61505.`+1 9w .l i i. 61111 ® ,,P•l11 Rivalm Crest Cemet ry 51Wm 55055 87571 Olede VICINITY MAP, NOT TO SCALE SITE: 13357 - 35TH AVE. S 35TH AVENUE SOUTH EX. WASTER METER. EXTEND NEW SERVI TO NEW HOUSE. E 30 LF Of 6" PERF. PVC PIP : IN CENER OF 24" WID3 X 18" DEEP PFA GRAVEL INFILTRAION TRENCF . MIN. SLOPE 2 %. WRAP PEA GRAVEL IN MIRAFI JON - WOMEN FABRIC TO PREVENT ROOT INSTRUSION. OHP MON 16' 42' FH REVIEWED FOR CODE COMPLIANCE APPROVED NOV 2 1 2011 City of Tukwila BUILDING DIVISION CITY of NnV PERMIT ;uRRECTI ©N 1p ego 11161. CALL 48 HOU URS ORE YO DI G 1- 800 - 4245555 PARCEL NO. 7358600140 1 IVED I IKIMLA 4 2011 ENTER PROJECT BENCH MARK. TOP OF CONC. WALL ELEV. 100.00 N0° 38' 00.20 "W EX. 10' WIDE AC ALLEY. EXTEND 18' NORTH TO N. PROP. LINE LOT. 18' WIDE DRIVEWAY OHP -1067 20 0 20 40 SCALE IN FEET 6' HIGH WOOD FENCE ON TOP OF 0.5' -l' HIGH CONC. WALL. S89° 59' 00.00 "W 120.000' CONN. ALL DWN- SPTS TO 6" SD @ SE HSE CORNER 60 REPLACE EX. CONC. SEWER & EXTEND TO NEW HOUSE WND SPOUT. TYP. 8 PLACES PROPOSED - HOUSE TO ESE- S g_ap C«-7 .20'.X 21' C1 GARAGE 0.00' 40.7' 4 .. 7 E. =96.1 OR GREG. R. �01 \ I.E. E) 6Z.,,CONC. = 95.5 \ • OHP EX. POWER VAULT. CONN TO NEW HOUSE I.E. 6" N. = 95.2 S89° 59' 00.00 "W SOUTH 1 4TH STREET W51 • Il?. 81 run 5 Imm 140114eWtr y V s+�9 8135516 5 IMO Si 6 IAPb nosalas,0 5130* S, l 81 Mo dew @0114',, t VICINITY MAP, NOT TO SCALE SITE: 13357 - 35TH AVE. S • NO° 38' 00.20 "W EX. WATER METER. EXTEND NEW SERVICE TONE HOUSE. 30 LF Of 6" PERF. PVC PIP : IN CENER OF 24" WIDE X 18" DEEP PEA GRAVEL INFILTRAION TRENCI- . MIN. SLOPE = 2 %. WRAP PEA GRAVEL IN MIRAFI 40N- WOVEI\ FABRIC TO PREVEN ROOT INSTRUSION. OHP MON REVIE1ltrEv FOR CODE COMPLIANCE APPROVED NOV 2 1 2011 City of T ukwila �tL%71i�C DVISION These plans have been rev ewed by the Public Works Department for con ormance with current City standards. Acceptance s subject to errors and omissions which do not authorize violations of adopted standards or ordinances. The responsibility for the adequacy of- the--design with the designer. Additions, deletions or revisions to !these drawings after this date will void this acceptance and will require a resnbmittal of evisred drawings for subsequent approval` ;? Final acceptance is subject to field inspection by the Public Works utilities inspector. „ _4 Date: By: iv //g tamw; • 35TH AVENUE SOUTH 16' 42' FH INCOMPLETE QTR# -R ELC-EIVED- OCT 11.2011 ruKwILA PUBLIC WORKS OCT 1 0 2 0 11 PERMIT CENTER HOURS BE YOU DIG I- 800 -424 -5555 13357 - 35T1 -I AVE. SOUTH PARCEL NO. 7358600140 IF WOVIpauw o -1mtvy vvvw %sari aIwc oval vuIauIC rA y CHILI {JUF ICA fVUnIy. LUIIC 1 Project Information Stock Plan 2227 "Montlake" Contact Information Gary Nash (425) 828 -4117 x101 9ary©Nash,JonerAncler.com This set of forms has been developed to assist permit applicants documentinn}, piliance v3'iili 1 Washington State Energy Code, (2009 edition). This set is for structures bug under the IRC and located_ in Climate Zone 1. 1 The following forms provide much of the required documentation for plan peview. The details noted here must also be shown on the drawings (WSEC 104.2). This form is not a substitute for the energy code itself. To obtain a copy of the energy code, go to the following web address. http: / /www.energy.wsu.edu /code Option P Glazing Area10: o % of Floor Glazing U- Factor g 9 Door U- Factor 2 Ceiling Vaulted Ceiling Wall12 Above Grade Wall. into Below Grade Wall. ext4 Below Grade s Floor Slab6 on Grade Vertical i 1 Overhead" 0 1 13% 0.34 0.50 0.20 R-49 or R -38 Adv. R -38 R -21 Int R -21 TB R -10 R -30 R -10 2' ® II 25% 0.32 0.50 0.20 R -49 or R -38 Adv. R -38 R -21 Int.' R -21 TB R -10 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 R -21 TB R -10 R -30 R -10 2' See WSEC table 6-1 for footnotes Glazing Schedule Attached to Document ❑ Does not apply. (SEE INSTRUCTIONS) Using Prescriptive Option III. All glazing and doors meet maximum U- factor. Alternate heating size method submitted. ❑ Option I or II, Glazing to floor area limit (WSEC 602.7.2) ❑ Area weighted window, skylight or door U- factor (WSEC 602.7.2) ❑ As part of the heating system sizing calculation (IRC M1401.3 & WSEC 503.2.2) REVIEWED FOR C DE COMPLIANCE APPROVED NOV 2 1 2011 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 1 c 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 otai credits qt,WSEC Prescriptive Worksheet (2010 edition) Zone 1 r Z. WSUEEP10 -010 Copyright 2010 c1 -1 1/ City of Tukwila BUILDING DIVISION ECE1VED OCT 0 4 2011 *1200 kwh 0.00 19999999999949° ciiazing scneauie Project Information Stock Plan 2227 "Montlake" Conditioned Floor Area Sum of All Glazing Areas From Below Glazing to Floor Area Ratio Exterior Doors Plan ID Component Description Contact Information Gary Nash (425) 828 -4117 x101 gary@NashJonesAnderson.com 2227 328 14.73% Sum of UA for Heating System Sizing 602.7.2 Exception Ratio (not to exceed 1 %) 113.3 Door Percent Width Height Glazing Door Door Ref. U- factor Glazed Qt. Feet Inch Feet inch Area Area UA Sum of Glazing Area, Door Area, and UA (do not include exempt door) Area Weighted U = UA/Area Sum of Area and UA for Heating system size only (include exempt door) Vertical Glazing (Windows, Glazed doors using Exception 602.6 #1) Plan Component Glazing ID Description Ref. U- factor Fixed 0.320 Single Hung 0.320 Slider 0.320 Slider Glass Door 0.320 WSEC Prescriptive Worksheet (2010 Edition) Width Height Qt. Feet inch Feet inch 1 24.0 4.8 0.20 1 41.8 8.4 78 1 1 144 1 1 58 1 1 1 8 Sum of Area and UA Area Weighted U = UA/Area RECEIVED OCT 04 2011 Glazing Area UA 78.0 24.96 144.0 46.08 58.0 18.56 48.0 15.36 328.0 104.96 0.32 WSUEEP10 -010 Copyright 2010 CENTEF fig? ilfi �y Entry Door 0.200 1 3 8 24.0 4.8 One Exempt Swinging Door < 24 Square Feet 0.200 1 2 8 6 8 17.8 3.6 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 Fixed 0.320 Single Hung 0.320 Slider 0.320 Slider Glass Door 0.320 WSEC Prescriptive Worksheet (2010 Edition) Width Height Qt. Feet inch Feet inch 1 24.0 4.8 0.20 1 41.8 8.4 78 1 1 144 1 1 58 1 1 1 8 Sum of Area and UA Area Weighted U = UA/Area RECEIVED OCT 04 2011 Glazing Area UA 78.0 24.96 144.0 46.08 58.0 18.56 48.0 15.36 328.0 104.96 0.32 WSUEEP10 -010 Copyright 2010 CENTEF fig? ilfi �y uverneaa ,lazing Plan Component ID Description Glazing Ref. U Doube Glazed Garden Windows Section 602.7.2 Exception Plan Component ID Description Width Height Qt. Feet inch Feet inch Sum of Area and UA Area Weighted U = UA/Area Width Height Qt. Feet inch Feet Inch Sum of Area Sum of Area X 3 (This total is automatically included in the glazing area total.) Glazing UA for Heating System Size Only = Area X 0.63 WSEC Prescriptive. Worksheet (2010 Edition) Area UA Area UA RED .EWE) OCT 04 2011 ‘,1- WSUEEP10 -010 Copyright 2010 9a9 •71111tJI 11WC11.111U Vya►clul nn. p►v wnc • Project Information Stock Plan 2227 "Montlake" Indoor Design Temperature Outdoor Design Temperature Design Temperature Difference (AT) AT = Indoor - Outdoor Design Temp Conditioned Floor Area Conditioned Volume Glazing Copy Sum of UA from Glazing Schedule Attic U- Factor X 0.027 0.026 R-49 R -38 Advanced Single Rafter or Joist Vaulted Ceilings U- Factor X Area 0.027 R -38 Vented 70 21 49 2227 19815 113 Area 1126 Above Grade Walls R -21 Floors 203 U- Factor X Area 0.056 R -30 2249 U- Factor X Area 0.029 Below Grade Walls 2' Depth Walls 3.5' Depth Walls 7' Depth Walls Slab Below Grade 2' Depth 3.5' Depth 7' Depth U- Factor X 0.042 0.041 0.037 F- Factor X 0.59 0.64 0.57 Slab on Grade F- Factor X R -10 2' perimeter 0.54 R -10 Full - Heated 0.55 Sum of UA Envelope Heat Load Sum of UA X AT Air Leakage Heat Load ((Volume X 0.6) X AT) X .018)) Building Design Heat Load Air Leakage + Envelope Heat Loss Building and Duct Heat Load 1329 Area Length Length 79 1 Contact Information Gary Nash (425) 828 -4117 x101 gary@NashJonesAnderson.com UA 29.3 UA • UA 125.9 UA 38.5 UA 5.5 UA UA 42.7 355 17406 10486 27892 27892 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 Building and Duct Heat Loss X 1.50 WSEC Prescriptive Worksheet (2010 Edition) 150% 41838 Btu / Hour Btu / Hour Btu / Hour Btu / Hour Btu / Hour lap ECE VE OCT 04 2Gli 0 CEN 0 Er` ; WSUEEP10 -010 Copyright 2010 f/011/1/ NASH, JONES ANDERSON The Montlake Plan 2,227 BEAM, LATERAL and SEISMIC CALCULATIONS All- 3Z5 REVIEWED FOR CODE COMPLIANCE APPROVED NOV 2 1 2011 City of Tukwila BUILDING DIVISION r-vy,. y... ;, t'ts,n.=r,.. 2512 OMAS NASH ._ 1NCTON OCT 04 2011 P T CENTEFI 2009 IBC September 30, 2011 11644 N.E. 80th St. Kirkland, WA 98033 (425) 828 -4117 Fax (425) 822 -1918 WWW. NASHJONESANDERSON. COM REVISED 7/7/10 Architects & Planners BEAM DESIGN DATA 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 Hem Fir #2 fv = 75 fb = 850 PSI E = 1,300,000 Glu —Lam Beams: fv = 165 PSI Joists & Rafters: fb = 2,400 PSI (reduced by size factor, CF'KI) E = 1,800,000 11644 N.E. 80th St. Kirkland, WA 98033 (425) 828 -4117 Fax (425) 822 -1918 WWW. NASHJONESANDERSON. COM REVISED 06 -07 -10 CAPECOD\ DWG \BLOCKS \STRUCTURAL \CALC - SHEETS -IRCO9 PLAN 2227 BeamChek v2010 licensed to: Nash,Jones,AndersonArchitects Reg # 6464 -622 RB -1 Selection Conditions Data Attributes Actual Critical Status Ratio Values Adjustments Loads J BONUS ROOM Date: 9/29/11 4x 8 DF -L #2 Lu = 0.0 Ft NDS 2005 Min Bearing Area R1= 2.3 in2 R2= 2.3 in2 (1.5) DL Defl= 0.02 in Beam Span Beam Wt per ft Bm Wt Included Max Moment TL Max Defl LL Max Defl 5.0 ft Reaction 1 LL 1000 # Reaction 2 LL 6.17 # Reaction 1 TL 1415 # Reaction 2 TL 31 # Maximum V 1415 # 1769 W Max V (Reduced) 1073 # L / 240 TL Actual Defl L / >1000 L / 360 LL Actual Defl L / >1000 1000 # 1415 # Section (in3) Shear (in2) TL Defl (in) LL Defl 30.66 18.15 OK 59% 25.38 8.94 OK 35% 0.05 0.25 OK 21% 0.03 0.17 OK 19% Fb (psi) Reference Values 900 Adjusted Values 1170 CF Size Factor Cd Duration Cr Repetitive Ch Shear Stress Cm Wet Use 1.300 1.00 1.00 1.00 Fv (psi) E (psi x mil) Fc (psi) 180 180 1.6 1.6 625 625 1.00 N/A 1.00 1.00 1.00 CI Stability 1.0000 Rb = 0.00 Le = 0.00 Ft Uniform LL: 400 Uniform TL: 560 = A Uniform Load A R1 = 1415 R2 = 1415 SPAN =5 FT Uniform and partial uniform Toads are Ibs per lineal ft. PLAN 2227 BeamChek v2010 licensed to: Nash,Jones,AndersonArchitects Reg # 6464 -622 RB -1 Selection Conditions Data Attributes Actual Critical Status Ratio Values Adjustments Loads BONUS ROOM Date: 9/29/11 (2) 2x 8 HF #2 Lu = 0.0 Ft NDS 2005 Min Bearing Area R1= 3.5 in2 R2= 3.5 in2 (1.5) DL Defl= 0.03 in Beam Span Beam Wt per ft Bm Wt Included Max Moment TL Max Defl LL Max Defl 5.0 ft Reaction 1 LL 1000 # Reaction 2 LL 5.29 # Reaction 1 TL 1413 # Reaction 2 TL 26 # Maximum V 1413 # 1767'# Max V (Reduced) 1072 # L / 240 TL Actual Defl L / 817 L / 360 LL Actual Defl L / >1000 1000 # 1413 # Section (in3) Shear (in2) TL Defl (in) LL Defl 0.05 0.17 OK 27% 26.28 20.78 OK 79% 21.75 10.72 OK 49% 0.07 0.25 OK 29% Fb (psi) Fv (psi) E (psi x mil) Fc L (psi) Reference Values 850 Adjusted Values 1020 CF Size Factor Cd Duration Cr Repetitive Ch Shear Stress Cm Wet Use 1.200 1.00 1.00 1.00 150 150 1.3 1.3 405 405 1.00 N/A 1.00 1.00 1.00 CI Stability 1.0000 Rb = 0.00 Le = 0.00 Ft Uniform LL: 400 Uniform TL: 560 = A f Uniform Load A R1 = 1413 R2 = 1413 SPAN =5FT Uniform and partial uniform loads are Ibs per lineal ft. PLAN 2227 RB -2 Selection Conditions Data Attributes Actual Critical Status Ratio Values Adiustments Loads ., BeamChek v2010 licensed to: Nash,Jones,AndersonArchitects Reg # 6464 -622 MASTER BEDROOM Date: 9/29/11 4x 8 DF -L #2 Lu = 0.0 Ft NDS 2005 Min Bearing Area R1= 2.7 in2 R2= 2.7 in2 (1.5) DL Defl= 0.04 in Beam Span Beam Wt per ft Bm Wt Included Max Moment TL Max Defl LL Max Defl 6.0 ft 6.17 # 37 # 2548 '# L / 240 L / 360 Reaction 1 LL Reaction 1 TL Maximum V Max V (Reduced) TL Actual Defl 1200 # 1698 # 1698 # 1356 # L / 677 LL Actual Defl L / >1000 Reaction 2 LL Reaction 2 TL 1200 # 1698 # Section (in2) Shear (in2) TL Defl (in) LL Defl 30.66 26.13 OK 85% 25.38 11.30 OK 45% 0.11 0.30 OK 35% 0.07 0.20 OK 33% Fb (psi) Fv (psi) E (psi x mil) Fc I (psi) Reference Values Adjusted Values CF Size Factor Cd Duration Cr Repetitive Ch Shear Stress Cm Wet Use 900 1170 180 180 1.6 1.6 625 625 1.300 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: 400 Uniform TL: 560 = A Uniform Load A R1 = 1698 R2 = 1698 SPAN =6 FT Uniform and partial uniform Toads are Ibs per lineal ft. PLAN 2227 RB -2 Selection Conditions Data Attributes Actual Critical Status Ratio Values Adiustments Loads BeamChek v2010 licensed to: Nash,Jones,AndersonArchitects Reg # 6464 -622 MASTER BEDROOM Date: 9/29/11 (2) 2x 8 HF #1 Lu =0.0Ft NDS 2005 Min Bearing Area R1= 4.2 in2 R2= 4.2 in2 (1.5) DL Defl= 0.05 in Beam Span Beam Wt per ft Bm Wt Included Max Moment TL Max Defl LL Max Defl 6.0 ft 5.29 # 32 # 2544'# L / 240 L / 360 Reaction 1 LL Reaction 1 TL Maximum V Max V (Reduced) TL Actual Defl LL Actual Defl 1200 # 1696 # 1696 # 1354 # L/545 L / 884 Reaction 2 LL Reaction 2 TL 1200 # 1696 # Section (in3) Shear (inz) TL Defl (in) LL Defl 26.28 26.09 OK 99% 21.75 13.54 OK 62% 0.13 0.30 OK 44% 0.08 0.20 OK 41% Fb (psi) Fv (psi) E (psi x mil Fc I (psi) Reference Values Adjusted Values CF Size Factor Cd Duration Cr Repetitive Ch Shear Stress Cm Wet Use 975 1170 150 150 1.5 1.5 405 405 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: 400 Uniform TL: 560 = A Uniform Load A 1 R1 = 1696 R2 = 1696 SPAN =6 FT Uniform and partial uniform Toads are Ibs per lineal ft. PLAN 2227 BeamChek v2010 licensed to: Nash,Jones,AndersonArchitects Reg # 6464 -622 FJ -1 Selection Conditions Data Attributes Actual Critical Status Ratio Values Adjustments Loads Point LL 1000 DINING ROOM Date: 9/29/11 (2)2x12 HF#2 Lu = 0.0 Ft Lu @OH = 0.0 Ft NDS 2005, Overhang, Uplift @ Min Bearing Area R1= -0.6 in2 R1 R2= 5.8 in2 (1.5) DL Defl= 0.02 in. Beam Span Beam Wt per ft Bm Wt Included Max Moment TL Max Defl LL Max Defl 6.0 ft 8.2 # 66 # 2996 '# L / 240 L/ 360 Reaction 1 LL -173 # Reaction 1 TL -250 # Maximum V 1581 # Max V (Reduced) 1503 # TL Actual Defl L / < -1000 LL Actual Defl L / < -1000 Reaction 2 LL Reaction 2 TL Overhang Length Total Beam Length OH TL Actual Defl OH LL Actual Defl 1653 # 2330 # 2.0 ft 8.0 ft L / 795 L / >1000 Section (in3) Shear (in2) TL Defl (in) LL Defl OH TL Defl OH LL Dell 63.28 33.75 42.30 15.03 OK OK 67% 45% -0.02 0.30 OK 8% -0.01 0.20 OK 7% 0.06 0.20 OK 30% 0.04 0.13 OK 28% Fb (psi) Fv (psi) E (psi x mil) Fc I (psi) Reference Values 850 Adjusted Values 850 CF Size Factor Cd Duration Cr Repetitive Ch Shear Stress Cm Wet Use 1.000 1.00 1.00 1.00 150 150 1.3 1.3 405 405 1.00 N/A 1.00 1.00 1.00 CI Stability 1.0000 Rb = 0.00 Le = 0.00 Ft CI Stability @ OH 1.0000 Rb = 0.00 Le = 0.00 Ft Pt Toads: R1 = -250 Uniform LL: 60 Point TL Distance F = 1415 (OH) 2.0 Uniform TL: 75 = A Par Unif LL Par Unif TL 60 K = 75 (OH) Uniform Ld on Backs Dan Start End 0 2.0 1 Uniform Load A 1 K Ei BACKSPAN = 6 FT R2 = 2330 OH = 2 FT Uniform and nartial uniform loads am Ihs ner lineal ft. Overhanaina Inert distances are from R2. PLAN 2227 BeamChek v2010 licensed to: Nash,Jones,AndersonArchitects Reg # 6464 -622 B -1 Selection Conditions Data Attributes Actual Critical Status Ratio Values Adiustments Loads Point LL 1527 1527 DINING ROOM Date: 9/29/11 4x 12 DF -L #1 Lu = 0.0 Ft NDS 2005 Min Bearing Area R1= 6.4 in2 R2= 6.4 in2 (1.5) DL Defl= 0.02 in Beam Span Beam Wt per ft Bm Wt Included Max Moment TL Max Defl LL Max Defl 6.0 ft 9.57 # 57 # 4306'# L / 240 L/360 Reaction 1 LL 2887 # Reaction 1 TL 3987 # Maximum V 3987 # Max V (Reduced) 3050 # TL Actual Defl L / >1000 LL Actual Defl L / >1000 Reaction 2 LL Reaction 2 TL 2887 # 3987 # Section (ins) Shear (in2) TL Defl (in) LL Defl 73.83 46.98 OK 64% 39.38 25.41 OK 65% 0.05 0.30 OK 18% 0.04 0.20 OK 18% Fb (psi) Fv (psi) E (psi x mil ) Fc I (psi) Reference Values 1000 Adjusted Values 1100 CF Size Factor Cd Duration Cr Repetitive Ch Shear Stress Cm Wet Use 1.100 1.00 1.00 1.00 180 180 1.7 1.7 625 625 1.00 N/A 1.00 1.00 1.00 CI Stability 1.0000 Rb = 0.00 Le = 0.00 Ft Pt loads: R1 = 3987 Point TL B = 2168 C = 2168 H Distance 1.0 5.0 Par Unif LL Par Unif TL 720 H = 990 320 I= 400 720 J = 990 1 J 1 I B 0 R2 = 3987 SPAN = 6 FT Uniform and partial uniform loads are Ibs per lineal ft. Start End 0 1.0 1.0 5.0 5.0 6.0 PLAN 2227 BeamChek v2010 licensed to: Nash,Jones,AndersonArchitects Reg # 6464 -622 B -1 Selection Conditions Data Attributes Actual Critical Status Ratio Values Adjustments Loads DINING ROOM Date: 9/29/11 3 -1/8x 9 GLB 24F -V4 DF /DF Lu = 0.0 Ft NDS 2005 Min Bearing Area R1= 6.1 in2 R2= 6.1 in2 (1.5) DL Defl= 0.04 in Recom Camber= 0.06 in Beam Span Beam Wt per ft Bm Wt Included Max Moment TL Max Defl LL Max Defl 6.0 ft 6.83 # 41 # 4294 '# L / 240 L /360 Reaction 1 LL Reaction 1 TL Maximum V Max V (Reduced) TL Actual Defl LL Actual Defl 2887 # 3979 # 3979 # 3231 # L / 642 L / 993 Reaction 2 LL Reaction 2 TL 2887 # 3979 # Section (in') Shear (in2) TL Defl (in) LL Defl 42.19 21.47 OK 51% 28.13 20.19 OK 72% 0.11 0.30 OK 37% 0.07 0.20 OK 36% Fb (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 Fv (psi) E (psi x mil) Fc I (psi) 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 Point LL Point TL Distance Par Unif LL Par Unif TL 1527 1527 Pt loads: R1 = 3979 B = 2168 C = 2168 H 1.0 720 H = 990 5.0 320 1 = 400 720 J = 990 Start End J ( B 0 R2 = 3979 SPAN =6 FT Uniform and partial uniform loads are Ibs per lineal ft. 0 1.0 1.0 5.0 5.0 6.0 PLAN 2227 BeamChek v2010 licensed to: Nash,Jones,AndersonArchitects Reg # 6464 -622 B -2 Selection Conditions Data Attributes Actual Critical Status Ratio Values Adiustments Loads DINING ROOM Date: 9/29/11 6 -314x 10 -1/2 GLB 24F -V4 DF /DF Lu = 0.0 Ft NDS 2005 Min Bearing Area R1= 6.6 in2 R2= 6.6 in2 (1.5) DL Defl= 0.17 in Recom Camber= 0.25 in Beam Span 14.5 ft Reaction 1 LL 3335 # Reaction 2 LL Beam Wt per ft 17.22 # Reaction 1 TL 4294 # Reaction 2 TL Bm Wt Included 250 # Maximum V 4294 # Max Moment 15564 # Max V (Reduced) 3775 # TL Max Defl L / 240 TL Actual Defl L / 312 LL Max Defl L / 360 LL Actual Defl L / 446 3335 # 4294 # Section (ins) Shear (in2) TL Defl (in) 124.03 77.82 OK 63% 70.88 23.60 OK 33% 0.56 0.73 OK 77% LL Defl 0.39 0.48 OK 81% Fb (psi) Fv (psi) E (psi x mil 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 ) Fc i (psi) 650 650 1.00 N/A 1.00 1.00 1.00 CI Stability 1.0000 Rb = 0.00 Le = 0.00 Ft Uniform LL: 460 Uniform TL: 575 = A Uniform Load A 1 R1 = 4294 SPAN = 14.5 FT R2 = 4294 PLAN 2227 BeamChek v2010 licensed to: Nash,Jones,AndersonA►chitects Reg # 6464 -622 B -3 Selection Conditions Data Attributes Actual Critical Status Ratio Values Adjustments Loads GREAT ROOM Date: 9/29/11 4x 8 DF -L #2 Lu = 0.0 Ft NDS 2005 Min Bearing Area R1= 2.1 in2 R2= 2.1 in2 (1.5) DL Defl= 0.02 in Beam Span Beam Wt per ft Bm Wt Included Max Moment TL Max Defl LL Max Defl 6.0 ft 6.17 # 37 # 1940'# L / 240 L/360 Reaction 1 LL Reaction 1 TL Maximum V Max V (Reduced) TL Actual Defl 1020 # 1293 # 1293 # 1033 # L / 923 LL Actual Defl L / >1000 Reaction 2 LL Reaction 2 TL 1020 # 1293 # Section (in3) Shear (in2) TL Defl (in) LL Defl 30.66 19.90 OK 65% 25.38 8.61 OK 34% 0.08 0.30 OK 26% 0.06 0.20 OK 28% Fb (psi) Reference Values 900 Adjusted Values 1170 CF Size Factor Cd Duration Cr Repetitive Ch Shear Stress Cm Wet Use 1.300 1.00 1.00 1.00 Fv (psi) E (psi x mil ) Fc i (psi) 180 180 1.6 1.6 625 625 1.00 N/A 1.00 1.00 1.00 CI Stability 1.0000 Rb = 0.00 Le = 0.00 Ft Uniform LL: 340 Uniform TL: 425 = A l Uniform Load A 1 R1 = 1293 R2 = 1293 SPAN = 6 FT Uniform and partial uniform loads are Ibs per lineal ft. PLAN 2227 BeamChek v2010 licensed to: Nash,Jones,AndersonArchitects Reg # 6464 -622 B-3 Selection Conditions Data Attributes Actual Critical Status Ratio Values Adjustments Loads GREAT ROOM Date: 9/29/11 (2) 2x 10 HF #2 Lu = 0.0 Ft NDS 2005 Min Bearing Area R1= 3.2 in2 R2= 3.2 in2 (1.5) DL Defl= 0.02 in Beam Span Beam Wt per ft Bm Wt Included Max Moment TL Max Defl LL Max Defl 6.0 ft Reaction 1 LL 1020 # Reaction 2 LL 6.74 # Reaction 1 TL 1295 # Reaction 2 TL 40 # Maximum V 1295 # 1943 W Max V (Reduced) 962 # L / 240 TL Actual Defl L / >1000 L / 360 LL Actual Defl L / >1000 1020 # 1295 # Section (in') Shear (in2) TL Defl (in) LL Defl 42.78 24.93 OK 58% 27.75 9.62 OK 35% 0.05 0.30 OK 18% 0.04 0.20 OK 19% Fb (psi) Reference Values 850 Adjusted Values 935 CF Size Factor Cd Duration Cr Repetitive Ch Shear Stress Cm Wet Use 1.100 1.00 1.00 1.00 Fv (psi) E (psi x mil ) Fc I (psi) 150 150 1.3 1.3 405 405 1.00 N/A 1.00 1.00 1.00 CI Stability 1.0000 Rb = 0.00 Le = 0.00 Ft Uniform LL: 340 Uniform TL: 425 = A 1 Uniform Load A 1 R1 = 1295 R2 = 1295 SPAN =6 FT Uniform and partial uniform Toads are Ibs per lineal ft. PLAN 2227 BeamChek v2010 licensed to: Nash,Jones,AndersonArchitects Reg # 6464 -622 B-4 Selection Conditions Data Attributes Actual Critical Status Ratio Values Adjustments Loads DEN Date: 9/29/11 4x 8 DF -L #2 Lu = 0.0 Ft NDS 2005 Min Bearing Area R1= 2.1 in2 R2= 2.1 in2 (1.5) DL Defl= 0.02 in Beam Span Beam Wt per ft Bm Wt Included Max Moment TL Max Defl LL Max Defl 6.0 ft Reaction 1 LL 1020 # Reaction 2 LL 6.17 # Reaction 1 TL 1293 # Reaction 2 TL 37 # Maximum V 1293 # 1940'# Max V (Reduced) 1033 # L / 240 TL Actual Defl L / 923 L / 360 LL Actual Defl L / >1000 1020 # 1293 # Section (in') Shear (in2) TL Defl (in) LL Defl 30.66 19.90 OK 65% 25.38 8.61 OK 34% 0.08 0.30 OK 26% 0.06 0.20 OK 28% Fb (psi) Reference Values 900 Adjusted Values 1170 CF Size Factor Cd Duration Cr Repetitive Ch Shear Stress Cm Wet Use 1.300 1.00 1.00 1.00 Fv (psi) E (psi x mil ) Fc I (psi) 180 180 1.6 1.6 625 625 1.00 N/A 1.00 1.00 1.00 CI Stability 1.0000 Rb = 0.00 Le = 0.00 Ft Uniform LL: 340 Uniform TL: 425 = A 1 Uniform Load A R1 = 1293 R2 = 1293 SPAN =6 FT Uniform and partial uniform Toads are Ibs per lineal ft. PLAN 2227 BeamChek v2010 licensed to: Nash,Jones,AndersonArchitects Reg # 6464 -622 B-4 Selection Conditions Data Attributes Actual Critical Status Ratio Values Adiustments Loads DEN Date: 9/29/11 (2) 2x 10 HF #2 Lu = 0.0 Ft NDS 2005 Min Bearing Area R1= 3.2 in2 R2= 3.2 in2 (1.5) DL Defl= 0.02 in Beam Span 6.0 ft Beam Wt per ft 6.74 # Bm Wt Included 40 # Max Moment 1943'# 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 1020 # 1295 # 1295 # 962 # Reaction 2 LL Reaction 2 TL 1020 # 1295 # Section (in') Shear (in2) TL Defl (in) LL Defl 42.78 24.93 OK 58% 27.75 9.62 OK 35% 0.05 0.30 OK 18% 0.04 0.20 OK 19% Fb (psi) Fv (Psi) E (psi x mil Fc I (psi) Reference Values 850 Adjusted Values 935 CF Size Factor Cd Duration Cr Repetitive Ch Shear Stress Cm Wet Use 1.100 1.00 1.00 1.00 150 150 1.3 1.3 405 405 1.00 N/A 1.00 1.00 1.00 CI Stability 1.0000 Rb = 0.00 Le = 0.00 Ft Uniform LL: 340 Uniform TL: 425 = A Uniform Load A R1 = 1295 R2 = 1295 SPAN = 6 FT Uniform and partial uniform loads are Ibs per lineal ft. PLAN 2227 BeamChek v2010 licensed to: Nash,Jones,AndersonArchitects Reg # 6464 -622 GB -1 Selection Conditions Data Attributes Actual Critical Status Ratio Values Adjustments Loads GARAGE Date: 9/29/11 5 -118x 19 -1/2 GLB 24F -V4 DF /DF Lu = 0.0 Ft NDS 2005 Min Bearing Area R1= 15.6 in2R2= 15.6 in2 (1.5) DL Defl= 0.32 in Recom Camber- 0.47 in Beam Span Beam Wt per ft Bm Wt Included Max Moment TL Max Defl LL Max Defl 20.0 ft 24.28 # 486 # 50714'# L / 240 L / 360 Reaction 1 LL Reaction 1 TL Maximum V Max V (Reduced) TL Actual Defl LL Actual Defl 6800 # 10143 # 10143 # 8495 # L / 322 L / 560 Reaction 2 LL Reaction 2 TL 6800 # 10143 # Section (in2) Shear (in2) TL Defl (in) 324.80 264.89 OK 82% 99.94 53.09 OK 53% 0.74 1.00 OK 74% LL Defl 0.43 0.67 OK 64% E (psi x mil Fb (psi) Fv (psi) ) Fc I (psi) Reference Values 2400 Adjusted Values 2297 Cv Volume Cd Duration Cr Repetitive Ch Shear Stress Cm Wet Use 0.957 1.00 1.00 240 240 1.8 1.8 650 650 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: 680 Uniform TL: 990 = A Uniform Load A 1 R1 = 10143 R2 = 10143 SPAN =20 FT Uniform and partial uniform Toads are Ibs per lineal ft. PLAN 2227 BeamChek v2010 licensed to: Nash,Jones,AndersonArchitects Reg # 6464 -622 PB-1 Selection Conditions Data Attributes Actual Critical Status Ratio Values Adiustments Loads FRONT PORCH Date: 9/29/11 4x 10 DF -L #2 Lu = 0.0 Ft NDS 2005 Min Bearing Area R1= 1.6 in2 R2= 1.6 in2 (1.5) DL Defl= 0.13 in Beam Span Beam Wt per ft Bm Wt Included Max Moment TL Max Defl LL Max Defl 12.0 ft Reaction 1 LL 600 # Reaction 2 LL 7.87 # Reaction 1 TL 1007 # Reaction 2 TL 94 # Maximum V 1007 # 3022'# Max V (Reduced) 878 # L / 240 TL Actual Defl L / 566 L / 360 LL Actual Defl L / >1000 600 # 1007 # Section (in3) Shear (in2) TL Defl (in) LL Defl 49.91 33.57 OK 67% 32.38 7.32 OK 23% 0.25 0.60 OK 42% 0.13 0.40 OK 32% Fb (psi) Reference Values 900 Adjusted Values 1080 CF Size Factor Cd Duration Cr Repetitive Ch Shear Stress Cm Wet Use 1.200 1.00 1.00 1.00 Fv (psi) E (psi x mil) Fc L (psi) 180 180 1.6 1.6 625 625 1.00 N/A 1.00 1.00 1.00 CI Stability 1.0000 Rb = 0.00 Le = 0.00 Ft Uniform LL: 100 Uniform TL: 160 = A i Uniform Load A R1 = 1007 R2 = 1007 SPAN = 12 FT Uniform and partial uniform Toads are Ibs per lineal ft. PLAN 2227 BeamChek v2010 licensed to: Nash,Jones,AndersonArchitects Reg # 6464 -622 PB -2 Selection Conditions Data Attributes Actual Critical Status Ratio Values Adiustments Loads FRONT PORCH Date: 9/29/11 4x 8 DF -L #2 Lu =0.OFt NDS 2005 Min Bearing Area R1= 1.3 in2 R2= 0.3 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 Reaction 1 LL 480 # Reaction 2 LL 6.17 # Reaction 1 TL 821 # Reaction 2 TL 31 # Maximum V 821 # 825W Max V (Reduced) 817 # L / 240 TL Actual Defl L / >1000 L / 360 LL Actual Defl L / >1000 120 # 217 # Section (ins) Shear (in2) TL Defl (in) LL Defl 30.66 8.46 OK 28% 25.38 6.81 OK 27% 0.02 0.25 OK 8% <0.01 0.17 OK 6% Fb (psi) Fv (psi) E (psi x mil) Reference Values 900 Adjusted Values 1170 CF Size Factor Cd Duration Cr Repetitive Ch Shear Stress Cm Wet Use 1.300 1.00 1.00 1.00 180 180 1.6 1.6 Fc I (psi) 625 625 1.00 N/A 1.00 1.00 1.00 CI Stability 1.0000 Rb = 0.00 Le = 0.00 Ft Point LL Point TL Distance 600 Pt Toads: R1 =821 R2 =217 SPAN =5 FT Uniform and partial uniform Toads are Ibs per lineal ft. B = 1007 1.0 0 Architects & Planners LATERAL DESIGN DATA PER IBC 09 CLIENT: PROJECT: DATE: NAME: WIND per Sec. 1609 EARTHQUAKE per Sec. 1613 Sec. 1609.6 Simplified method Design per ASCE 7 -05 CHAPTER 12 Equivalent Lateral Force Procedure Design Wind Pressure: pe = (A )(1w)(ps,) Base Shear V =1.2 Sd S(Wdl) where X = Exposure Factor lw = Importance Factor peso = Base Design Pressure where: C 8 = Seismic Response Coefficient W = Efficient Seismic Weight (Ss)(S1) / R = (Cs) SITE /PROJECT SPECIFIC VALUES: SITE /PROJECT SPECIFIC VALUES: Basic Wind Speed = 85 mph (V39) X = 1.00 Exposure "B" (<30') lw = 1.00 P sso = 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 Section 12 1 = 1.00 Cs = 0.166 per Section 12 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. NASHJONESANDERSON. COM REVISED 7 -7 -10 CAPECOD\ DWG \BLOCKS \STRUCTURAL \CALC - SHEETS -IRCO3 /, / -/0/ ,, h., j rff=== r 0 0 //A id r 1 l�°Ir�d Rawl IMBESSI C LEL= 0UU LILIDDLIDD 000aoa❑ 000000❑ Architects & Planners LATERAL CALCULATIONS WIND WORRSu'ET PER IBC + O� 85 M.P.H. P = 15.9 PSF CLIENT: PROJECT: DATE: NAME: FRONT ELEVATION LEFT ELEVATION REAR EALEVATION RIGHT ELEVATION LOCATION TOTAL SHEAR FORCE (#) SHEAR UNIT SHEAR W x H x (see chart for wind pressure WALL SHEAR WALL ® specified height) LENGTH (ft) (e /ft) TYPE /7 /c Z Ay/S(4 zap 07,S)(12t!5--q v� 7(3( k� 2 )((r e9 (i/1-/D3((r(4 /6.00 A- rte 306 1 0'7 3339 /`31 .Pl -<oi� /(16.7 Z11 7o .33-3 13,5 I 2 1/7 P/ 4i? 2s � 12,s' 444-w C7i 5-A10 1,q 33 244414/ (04-xi& -115-1Q) +333q bit lej_dALL/V(7q)((o-iviri°1140't (iztx(oktre l x-333 �zaa� �f Z03 p/ —&r1 2ti l 2 S p / -y i i2( 307 Pi cp/ 1c71 33L/ P /f/ c t/V Z3r(ak(regj - 7s�-rq sbt& /5-1 32 8 ia/ -6/1 1184 N.E. 80th St. Kirkland, WA 98033 (425) 828 -4117 Fax (425) 822 -1918 WWW. NASHJONESANDERSON. COM REVISED 7/29/04 CAPECOD\ DWG \BLOCKS \STRUCTURAL \CALC - SHEETS -IRC03 SHEAR IAIALL 5GHET,ULE PER IBG 20001 DATE: 12 -20 -10 GENERAL NOTES SEE PLANS TO DETERMINE THE DIFFERENT DESIGNATORS FOR 5HEAR 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, 4 NAILS IN CONTACT WITH P.T. 1"1000 TO BE HOT DIPPED GALVANIZED. PI = ONE SIDE PLYWOOD P2 = TWO SIDES PLYWOOD MA /I6" PLYWD. NAIL SPADING TOP BTM. PLATES BLKG . REQ.D. SILL PLATE ANCHOR BOLTS BASE PLATE NAILING HF #2 VALUE (VLF) DF #2 VALUE (VLF) EDGES FIELD PI -6" Sd 6" 12" 6" 2x4 5/8" @ 48" (2) I6d ® 10" 223 255 PI -4" Sd 4" 12" 4" 2x4 5/8" @ 32" (2) 16d @ 1" 325 315 PI -3" ** 8d 3" 12" 3" 3x4 5/8" ® 24" (2) 16d ® 5" 418 505 PI -2" ** Sd 2" 12" 2" 3x4 3/4" ® 24" (2) I6d ® 5" 544 610 P2 -6" ** 8d 6" 12" 8" 3x4 5/8" ® 24" (2) I6d ® 5" 446 510 P2 -4" ** 8d 4" 12" 4" 3x4 3/4" ® 20" (3) I6d IP 5" 650 110 P2 -3" ** 8d 3" 12" 3" 3x4 3/4" ® 16" (4) I6d ® 5" 836 1010 P2 -2" ** 8d 2" 12" 2" 3x4 3/4" ® 12" (4) 16d ® 4" 1085 1110 *NOTE: WALLS WITH UNIT SHEAR OF 35I # /ft. OR GREATER SHALL HAVE FRAMING MEMBERS (STUDS 4 PLATES) ABUTTING PANELS NOT LESS THAN 3X MEMBERS (PER IBC 2001 TABLE 2306.3) OR DOUBLE 2x (PER IBC 2001 - SECTION 2306.1 footnote I). 3X FRAMING WILL BE NOTED ON PLAN. * *NOTE: HEM -FIR VALUES HAVE BEEN ADJUSTED AGGORING TO IBC TABLE 2306.3 Footnote a.(3) SPECIFIC GRAVITY ADJUSTMENT FACTOR = [1405-56)15G FOR HEM -FIR = .43 PER AF4PA; [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 1/16" OSB OR PLYWOOD SHEATHING - USE 8d COMMON OR GALVANIZED NAILS. BLOCK ALL PANEL EDGES. LONG DIMENSIONS OF PLYWOOD MAY BE INSTALLED VERTICALLY. NAIL ® 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 GOMMON NAILS. FOR 2" NAIL SPACING, 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 GOMMON NAILS ®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 W/ (4) IOd NAILS FOR THE FIRST BAY. 3" x 3" x 1/4" SQUARE WASHERS AT ALL ANCHOR BOLTS. STAPLE SCHEDULE 1/16" O5B OR PLYWOOD SHEATHING ALLOWABLE SHEAR VALUES II, 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. II. 16 gage STAPLES - HF #2 STUDS 6" o.c. - 121 # /ft. 4" o.c. - 188 #/ ft. 3" o.c. - 254 #/ ft. 2" o.c. - 323 #/ ft. FIELD SPACING: 12" 0.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 WHERE SHOWN ON PLANS. Architects & Planners SEISMIC ANALYSIS PER IBC 2009 1 CLIENT: PROJECT: DATE: NAME: Weight of Building: Roof Assembly. Asphalt Shingles - 2.00 # /ft Felt - 0.15 # /ft 1/2" Plywood - 1.50 # /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 # /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 - ft 1/2" Plywood - 11..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 # /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 - 2.30 # /ft 1/2" Plywood - 1.50 # /ft 2x6 ® 16" o.c. - 1.37 # /ft R -21 Insulation - 2.10 # /ft 1/2" GWB - 2.00 # /ft Total 9.27 # /ft Use 10.00 # /ft 4" Brick Veneer - + 3.20 # /ft Tile - 9.50 # /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 17.90 # /ft Use 18.00 # /ft 11644 N.E. 80th St. Kirkland, WA 98033 (425) 828 -4117 Fax (425) 822 -1918 WWW. NASHJONESANDERSON. COM REVISED 06 -07 -10 CAPECOD\ DWG \ BLOCKS \STRUCTURAL \CALC - SHEETS- IRCO9 Architects & Planners SEISMIC ANALYSIS PER IBC 4'1 2 CLIENT: PROJECT: DATE: NAME: SEISMIC: V = (C,) (Wdl) (Plywood) 2nd Level: Roof: or (Tile) 18 # /ft (Asphalt / Cedar Shake) 10 # /ft X / - &tom X Exterior Walls: L x 10 # /sf x 1/2 (h) /‘'o3740er('( Interior Walls: L x 8 # /sf x 1/2 (h) / 0O // k1( TOTAL: = 2 -( (� c2 sf sf =/g.4&10 t-(oo (E2) -7b Z) (12) 1st Level Roof: 2nd Floor. (1st Floor Roof) 10 # /ft X sf 10 # /ft X 12, 1 2 sf Exterior Walls: (E2) + L x 10 # /sf x 1/2 .(h) b 0 f /QDk/0 -kq,.� Interior Walls: (12) + L x 8 # /sf x 1/2 (h) 37&Of /00k, gA q, TOTAL = IQZ /O =2 ©tea = (2(20 17 S-00 (E1) 3!0(I1) Basement 1st Floor. Exterior Walls: 10 # /ft x (E1) + L x sf x 1/2 (h) Interior Walls: (I1) + x 8 # /sf x TOTAL: = sf = 11644 N.E. 80th St. Kirkland, WA 98033 (425) 828 -4117 Fax (425) 822 -1918 WWW. NASHJONESANDERSON. COM REVISED 7/29/04 CAPECOD\ DWG \BLOCKS \STRUCTURAL \CALC — SHEETS —IRC03 Architects & Phenners SEISMIC ANALYSIS PER IBC pi 3 CLIENT: PROJECT: DATE: NAME: BASE SHEAR: V = (C,) (Wdl) Plywood LEVEL 2: Wdl # LEVEL 1: Wdl 3 Si o # x 0.166 = x 0.166 = to /3b TOTAL: Wdl j / / # x 0.166 = / %%. "[ (p (V) Level Dead Load (Wd1) Height (h) Moment (Wdl)(h) Shear CO Sto Fx = [((id))((h V Remarks 2 ZC l 10 (-Mt 8 4 s 1, 01004 \ S 3// 8 1 3 0, b I 0 3�b 3�6Cro��6 As cii--7-7 Total '� (` 31/0 11644 N.E. 80th St. Kirkland, WA 98033 (425) 828 -4117 Fax (425) 822 -1918 WWW. NASHJONESANDERSON. COM REVISED 7/29/04 CAPECOD\ DWG \BLOCKS \STRUCTURAL \CALC — SHEETS —IRCO3 Architects & Planners SEISMIC ANALYSIS PER IBC 01 4 CLIENT. PROJECT: DATE: NAME: >4 E-4 0 )-E 1111111 x \ a? r rn� N � 1. zw 4 s t O� 3 w of `S a1 r rn N N 1 sN.,)� N N w NN � 11644 N.E. 80th St. Kirkland, WA 98033 (425) 828 -4117 Fax (425) 822 -1918 REVISED 9/22/04 WWW.NASHJONESANDERSON. COM CAPECOD\ DWG \ BLOCKS \ STRUCTURAL \CALC - SHEETS -IRCO3 Architects & Planners SEISMIC ANALYSIS PER IBC '0 ti 5 CLIENT: PROJECT: DATE: NAME: Redundancy Factor (p): 1. Maximum allowable wall shear for p < =1 Vumax = (2)(Vaccstory) /Ab 1/2 (2 )0fli I( 6-) Z0,9 2 3g o 2. Maximum actual shear Vmax = Largest seismic wall shear X06 3. p = 2— [2(Vaccstor/(Vumax)(Ab 1 /2) rzCialq 6 ) cro(?e) J 2_ 2o,40/z z -I.1 SIC Wh' O Gti)& J 11644 N.E. 80th St. Kirkland, WA 98033 (425) 828 -4117 Fax (425) 822 -1918 WWW.NASHJONESANDERSON.COM ❑ REVISED 7/29/04 CAPECOD \DWG \BLOCKS \STRUCTURAL \CALC - SHEETS -IRCO3 • City of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director April 17, 2012 HP Construction. ATTN: Harold Poncin 13049 12th Av SW Burien, WA 98146 RE: Refund of Fees Permit Number D11 -325 Dear Mr. Poncin, It was discovered that the Fire and Park Impact fees were incorrectly assessed on your Building Permit D11 -325. Enclosed you will find a check in the amount of $2348.00 (two thousand three hundred forty -eight dollars and no cents). Sincerely, Bill Rambo Permit Technician File: Permit No. D11 -325 Encl: Check No. 360224 W:\Permit Center\Refunds\Refunds\2011 \D11 -325 Pcrmit Refund.docx jem 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 TO: FROM: DATE: SUBJECT: MEMORANDUM Laurie Ande on Brenda Hol 03/22/12 Poncin Residence Permit Number D11 -325 Please draw a check in the amount of $2,348.00 (two thousand three hundred forty -eight dollars and no cents) to be payable to H P Construction at 13049 12th Av SW in Burien, Washington 98146. Due to the fact that Fire and Parks Impact Fees were mistakenly assessed please provide the refund as follows: Account 90830402.5000.5304 (Fire Impact Fees): $922.00 Account 90330109.5000.5301 (Park Impact Fees): $1426.00 Please forward the check to me and I will forward it on to the applicant. Thank you! city of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director November 3, 2011 Harold Poncin 13037 Occidental Av S Burien, WA 98168 RE: Correction Letter #1 Development Permit Application Number D11 -325 Poncin Residence —13357 35 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 Building Department. At this time the Fire Department has no comments. Building Department: Allen Johannessen at 206 433 -7163 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, please contact me at (206) 431 -3670. Sincerely, ifer Marshall it Technician e File No. D11 -325 W:\Permit Center\ Correction Letters \2011\D11 -325 Correction Letter #1.doc 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 Tukwila Building Division Allen Johannessen, Plan Examiner Building Division Review Memo Project Name: Poncin Residence Permit #: D11 -325 Plan Review: Allen Johannessen, Plans Examiner The Building Division conducted a plan review on the subject permit application. Please address the following comments in an itemized format with revised plans, specifications and/or other applicable documentation. (GENERAL NOTE) PLAN SUBMITTALS: (Min. size 11x17 to maximum size of 24x36; all sheets shall be the same size). (If applicable) Structural Drawings and structural calculations sheets shall be original signed wet stamped, not copied.) 1. Some code references on some of the plan sheets reference outdated 2003 and 2006 building codes. Sheet A6 Roof Framing notes is one place referencing IRC 2003 for flashing. Some of those codes have been changed or eliminated. Rather than submitting a new sheet, we can red line on the plan and change the notes in red on the existing sheet if you provide the correct code reference. 2. One other code reference which may require the table on the sheet to be revised is on sheet L 1. The shear wall table references 2006 building codes. Please revise this table to show compliance with the current 2009 codes and ensure the shear wall design for the building is in compliance with the 2009 building codes. 3. On sheet G1, for the footing drainage system, specify gravel or crushed stone a minimum of 12 inches on the side, 6 inches over the pipe and a minimum of 2 inches below the perforated pipe. Show the gravel covered with an approved filter membrane material. (IRC R405.1) 4. Show dimensions for roof overhangs. Roofs eaves may intrude a maximum of 24 inches into the required setbacks. (TMC 18.06.740) 5. On the site plan, in addition to the down spout drainage system, identify a footing drain or crawl space water discharge system. The footing discharge system will generally be separate from the roof drain system. Coordinate any combined discharge systems with the Tukwila Public Works Department. The intent is that groundwater will not accumulate in the basement or crawl space. (IRC R405.1, R408.6) Should there be questions concerning the above requirements, contact the Building Division at 206- 431 -3670. No further comments at this time. 1111) • Gity of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director October 7, 2011 Harold Poncin 13037 Occidental Ave S Burien, WA 98168 RE: Incomplete Letter #1 Development Permit Application D11 -325 Poncin Residence —13357 35 Ave S Dear Mr. Poncin, This letter is to inform you that your permit application received at the City of Tukwila Permit Center on October 4, 2011 is determined to be incomplete. Before your application can continue the plan review process the attached/following items from the following department needs to be addressed: Fire Department: Alan Metzler at 206 971 -8718 if you have any questions concerning the following comments. 1. Place note on plans that house will be equipped with an approved fire sprinkler system. 2. Indicate nearest fire hydrant and distance from house via vehicular travel on site plan. While not a completeness item, but instead a correction, the Planning Department has requested that the elevation sheet labels be updated to read "North," "South," "East," and "West." Please address the comments above in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that four (4) sets of revised plans, specifications and /or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at the Permit Center at (206) 431 -3670. Sincerely, 'ter Marshall t Technician res File. 11-325 W:\Permit Center\Incomplete Letters\2011\D11 -325 Incomplete Ltr #1.doc 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 .PERMiT COORD COPlo PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D11 -325 DATE: 11/14/11 PROJECT NAME: PONCIN RESIDENCE SITE ADDRESS: 13357.35 AV S Original Plan Submittal Response to Incomplete Letter # X Response to Correction Letter # 1 Revision # after Permit Issued DEPARTME,N/TS: V B II ing "Division Public Works Fire Prevention Planning Division nStructural ❑ Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete ix Incomplete DUE DATE: 11/15/11 Not Applicable Comments: Permit Center Use Only .. • INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROUTING: Please Route j Structural Review Required REVIEWER'S INITIALS: No further Review Required DATE: APPROVALS OR CORRECTIONS: Approved DUE DATE: 12/13/11 Approved with Conditions 1X1,, Not Approved (attach comments) n Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents /routing slip.doc 2 -28 -02 iiERMIT COORD COPY � PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D11 -325 DATE: 10 /10 /11 PROJECT NAME: PONCIN RESIDENCE SITE ADDRESS: 13357 35 AV S Original Plan Submittal X Response to Incomplete Letter # 1 Response to Correction Letter # Revision # after Permit Issued DEPARTMENTS: AAA LO Building Division lic V✓o`Ffcs 4yA A14() 11,09_A6 Prevention Planning Division Structural Permit Coordinator n DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Incomplete DUE DATE: 10 /11 /11 Not Applicable u Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES HURS RO TING: Please Route Structural Review Required REVIEWER'S INITIALS: No further Review Required DATE: APPROVALS OR CORRECTIONS: DUE DATE: 11 /08 /11 Approved Approved with Conditions Not Approved (attach comments) Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: \ 0 Departments issued corrections: Bldg 13 Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents /routing slip.doc 2 -28 -02 PE T PLAN REVI ING SLIP ACTIVITY NUMBER: D11 -325 DATE: 10 -04 -11 PROJECT NAME: PONCIN RESIDENCE SITE ADDRESS: 13357 35 AV S X Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # After Permit Issued DEPARTMENTS: Building Division Public Works iti aNit4 #01A0i ire Prevention Structural Planning Division n Permit Coordinator j DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 10 -06-11 Complete Incomplete )] Not Applicable Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROUTING: Please Route n Structural Review Required ❑ No further Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 11-03-11 Approved n Approved with Conditions ❑ Not Approved (attach comments) n Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents /routing slip.doc 2 -28 -02 CitPof Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Web site: http: //www.ci.tukwila.wa.us REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, et. Date: 1/ Plan Check/Permit Number: D J / -37-5 ❑ Response to Incomplete Letter # [ Response to Correction Letter # 1 ❑ Revision # * 'Idler Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: HA. ru ( J0U>i Project Address: /3v5 7 --3 � /vim, Contact Person: /idt, iV ) 4 For) c,. 4\, Phone Number: 2 )/ —33 9 -C Summary of Revision: r fi r+eO n, NOV 142011 AMIT CEA Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: Entered in Permits Plus on Ii H: ApplicatonsWoms- Applicaims On 1ine12010 Application 7 -2010 - Revision SubmitW.doe Cteand: 8-13 -2004 Revised: 7 -2010 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: % /www.ci.tukwila.wa.us Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: Plan Check/Permit Number: D11-325 ® Response to Incomplete Letter # 1 ❑ Response to Correction Letter # ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: Poncin Residence Project Address: 13357 35 Av S ►Tv"n LA OCT 10 2011 PERMIT CPATER Contact Person: G(, I /° C) Yt G A Phone Number: )4733 7.7%,.(5 Summary of Revision: Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: Entered in Permits Plus on 49t t `I \applications \forms- applications on line\revision submittal Created: 8 -13 -2004 Revised: CITY OF TUKWILA Community Development Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 Permit Center /Building Division: 206-431-3670 Public Works Department: 206 - 433 -0179 Planning Division: 206 -431 -3670 CERTIFICATE OF WATER AVAILABILITY Required only if outside City of Tukwila water district PERMIT NO.: Site address (attach map and legal description showing hydrant location and size of main): 5 411 4V-R- S • ,t,Q _ :fie 9tffi? tf4� : a+ � r: :;. 4 x dty � n�1t t V � , . a " ' ;, ,�,4f� 1 ,6, Name: D �, / Name: 1 Address: /,`37 /l� . Address: Phone: 1,6i, 7$7 _72.c Phone: This certificate is for the purposes of: SD Residential Building Permit ❑ CommerciaVIndustrial Building Permit ❑ Rezone ❑ Preliminary Plat Estimated number of service connections and water meter size(s): Vehicular distance from nearest hydrant to thee sest paint of structure is Area is served by (Water Utility District): la 42--,....6 £gentSigre ❑ Short Subdivision ❑ Other ft. +c 0 r H -v Ht J F 0 a rF 5 1. The proposed project is within �u.kw� K'►,AJ (City/County) 2. ❑ No improvements required. 3. The improvements required to upgrade the water system to bring it into compliance with the utilities' comprehensive plan or to meet the minimum flow requirements of the project before connection and to meet the State cross connection control requirements: x i 5 -r-; A) z L 7 ' /- E'Jac YO iNCRF.4t S o ,c"; 7.E 7-E) A / (Use separate sheet if more room is needed) 4. Based upon the improvements listed above, water can be provided and will be available at the site with a flow of 7-100 gpm at 20 psi residual for a duration of 2 hours at a velocity of (o, Q fps as documented by the attached calculations. 5. Water availability: ®acceptable service can be provided to this project ❑ Acceptable service cannot be provided to this project unless the improvements in Item B -2 are met. ❑ System is not capable of providing service to this project. ECEWED OCT 0 4 2011 CENTER I hereby certify that the above information is true and correct. K1 ,J C_ousot kk►AkTER Q cr -RiCTt 2-5 AgencylPhone V 2_f2 -95 /7 tti 325 By 10 -3- I( Date RES Co -3 -I2 ) This certificate is not valid without Water District #125's attachment entitled "Attachment to Certificate of Water Availablity" \applications \yuater availability (7 -2003) Printed: 9 -16-03 • Attachment to Certificate of Water Availability King Cou my Vaer € ' °strict ° J oo 125 The following terms and conditions apply to the attached Certificate of Availability ( "Certificate ") 1. This Certificate of Water Availability is valid only for the real property referenced herein for the sole purpose of submission to the City of Tukwila ( "City "). This Certificate is issued at the request of the City and is not assignable or transferable to any other party. Further, no third person or party shall have any rights hereunder whether by agency or as a third party beneficiary or otherwise. 2. The District makes no representations, expressed or implied, the applicant will be able to obtain the necessary permits, approvals and authorization from the City or any other applicable land use jurisdiction or govemmental agency necessary before applicant can utilize the utility service which is the subject of this Certificate. 3. As of the date of the issuance of this Certificate, the District has water available to provide utility service to the real property which is the subject of this Certificate, and the utility systems exist or may be extended by the applicant to provide service to such property. However, the issuance of this Certificate creates no contractual relationship between the District and the applicant or the City, and the issuance of this Certificate may not be relied upon and does not constitute the District's guarantee that water utility service will be available to the real property at the time the applicant may apply to the District for such service. 4. Application for and the possible provision of District utility service to the real property which is the subject of this Certificate shall be subject to and conditioned upon the availability of water service to the real property at the time of such application, as well as all application for utility service, including conservation, water restrictions, and other policies and regulation then in effect. Applicant's Signature District Representative e,te_,_ Date ib - 3- CE VED OCT 0 4 2011 T CENTER OORLINGIONMOBLIIrVIRPMENIt 14816 Milita Road South P.O. Box 6�0 Tukwila, WA 98168 Phone: (206) 242 -3236 Fax: (206) 242 -1527 CERTIFICATE OF SEWER AVAILABILITY /NON- AVAILABILITY i 1 Residential: $50 1T 41 I( Certificate of Sewer Availability OR Commercial: $100 ❑ Certificate of Sewer Non - Availability Part A: (To Be Completed by Applicant) Purpose of Certificate: ❑ Building Permit ❑ Preliminary Plat or PUD ❑ Other ❑ Short Subdivision ❑ Rezone Proposed Use: X. Residential Single Family ❑ Residential Multi - Family ❑ Commercial ❑ Other Applicants Name: I"114 / P o ►-.c 1 H Phone: 2 04 .. 33 ci — 7 z n' Property Address or Approximate Location: Tax Lot Number: II-35'7 3S- Ai-c S 735R6o --0i q 0 Legal Description(Attach Map and Legal Description if necessary): Part B: (To Be Completed by Sewer Agency) 1. ❑ a. Sewer Service will be provided by side sewer connection only to an existing size sewer feet from the site and the sewer system has the capacity to serve the proposed use. OR 22 b. Sewer service will require an improvement to the sewer system of: ❑ (1) feet of sewer trunk or lateral to reach the site; and /or ❑ (2) the construction of a collection system on the site; and /or ® (3) other (describe): w14 red► v r a ref 14 cG - )3e-w� of 4 /yr('xi.... , t-e-ly 20 ' of Yu cen.crc -k J•%L writ., 14 !'lfc, 2. (Must be completed if 1.b above is checked) co a. The sewer system improvement is in conformance with a County approved sewer comprehensive plan, OR ❑ b. The sewer system improvement will require a sewer comprehensive plan amendment. 3. W a. The proposed project is within the corporate limits of the District, or has been granted Boundary Review Board approval for extension of service outside the District, OR ❑ b. Annexation or BRB approval will be necessary to provide service. 4. Service is subject to the following: PERMIT: $ JOo a. District Connection Charges due prior to connection: GFC: $ SFC: $ UNIT: $ TOTAL: $ (Subject to Change on January 1st) Either a King County/Metro Capacity Charge, a SWSSD, or Midway Sewer District Connection Charge may be due upon connection to sewers. b. Easements: ❑ Required ❑ May be Required c. Other: 13'5 if o"f w7 o - �- "� I-,;a "CZ' A' , f r1Q -� ECEOV E bile., 325 I hereby certify that the above sewer agency information is true. This certification shall be valid for one year from the date of signature. Title 912.9 /zoIl Date • • ATTACHMENT TO VAL VUE SEWER DISTRICT CERTIFICATE OF SEWER AVAILABILITY/NON - AVAILABILITY The following terms and conditions apply to the attached Val Vue Sewer District ( "District ") Certificate of Sewer Availability/Non- Availability ( "Certificate "). 1. This Certificate is valid only for the real property referenced herein ( "Property "), which is in the District's service area, for the sole purpose of submission to the King County Department of Development and Environmental Services, King County Department of Public Health, City of Seattle, City of Tukwila, City of Burien and/or City of SeaTac. This Certificate is between the District and the applicant only, and no third person or party shall have any rights hereunder whether by agency, third -party beneficiary principles or otherwise. 2. This Certificate creates no contractual relationship between the District and the applicant and its successors and assigns, and does not constitute and may not be relied upon as the District' s guarantee that sewer service will be available at the time the applicant may apply to the District for such service. 3. As of the date of the District's signature on this Certificate, the District represents that sewer service is available to the Property through sewer systems that exist or that may be extended by the applicant. The District makes no other representations, express or implied, including without limitation that the applicant will be able to obtain the necessary permits, approvals and authorizations from King County, City of Seattle, City of Tukwila, City of Burien, City of SeaTac or any other governmental agency before the applicant can utilize the sewer service which is the subject of this Certificate. 4. If the District or the applicant must extend the District's sewer system to provide sewer service to the Property, the District or applicant may be required to obtain from the appropriate governmental agency the necessary permits, approvals and authorizations. In addition, the governmental agency may establish requirements that must be satisfied as a condition of granting any such permits, approvals or authorizations, which may make impractical or impossible the provision of sewer services to the Property. 5. Application for and possible provision of sewer service to the Property shall be subject to and conditioned upon availability of sewer service to the Property at the time of such application, and compliance with federal, state, local and District laws, ordinances, policies, and/or regulations in effect at the time of such application. 1 acknowledge that 1 have received the Certificate of Sewer Availability/Non - Availability and this Attachment, and fully understand the terms and conditions herein. C Applicant's Signature Date • bt\32S r+l Department of Natural Resources and Parks ■�t�� Wastewater Treatment Division King County Residential Sewer Use Certification Sewage Treatment Capacity Charge • To be completed for all new sewer connections, re- connections, or change of use of existing connections. • This form does not apply to repairs or replacements of existing sewer connections within five years of disconnect. Please Print or Type Property Street Address vt/iq City litiate U C.%f n Ow/;:/6C-t)I) s e 0 ner's Mailing Address I- de)i City State - i3 Owner's Phone Number (with Area Code) ZIP �d At 7 Cs Property Contac� � z ne Number (with Area Code) Party to be Billed (if different than Owner): Het +d/I PDrxe. 1r, Name /30 t9/ Arts Street Address City State ZIP Residential Customer Please check appropriate box: Equivalent (RCE) For King County Use Only Accouni #' No. of ROD Month:/ Ratte. 2/0 4c kJ Sewer District / Agency/Cont ct & Phone Number Date of Sewer Connection Side Sewer Permit Number Required: Property Tax Parcel Number Subdivision Name Subdivision Number Lot Number Building Name 'XVSingle-family (free standing, detached only) Multi- Family (any shared walls): ❑ Duplex (0.8 RCE per unit) • 3 -Piex (0.8 RCE per unit) ❑ 4 -Piex (0.8 RCE per unit) ❑ 5 or more (0.64 RCE per unit) No. of Units ❑ Mobile home space (1.0 RCE per space) No. of Spaces x 0.64 = x 1.0 = 1.0 1.6 2.4 3.2 Block Number RECEIVED OCT 04 2011 Please report any demolitions of pre- existing building on this property. Credit for a demolition may be given under some circumstances. Demolition of pre- existing building? y Yes ❑ No Was building on Sanitary Sewer? E Yes ❑ No Was Sewer connected before 2/1/90? Yes ❑ No Sewer disconnect date: 312.1 lil Type of building demolished? Request to apply demolition credit to multiple bu• ildings? ❑ Yes ❑ No If Multi- family, will units be sold individually? ❑ Yes CE'No If yes, will this property have a Homeowner's Association? ❑ Yes gi No Pursuant to King County Code 28.84, all sewer customers who establish a new service which uses metropolitan sewage facilities shall be subject to a capacity charge. The amount of the charge is established annually by the Metropolitan King County Council as a rate per month per residential customer or residential customer equivalent for a period of fifteen years. The purpose of the charge is to recover costs of providing sewage treatment capacity for new sewer customers. All future billings can be prepaid at a discounted amount. Questions regarding the capacity charge or this form should be referred to King County Wastewater Treatment Division at 206 - 684 -1740. 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 f r d mination of a revised capacity charge., Signature of Owner /Representative !> Date � — 1/_ .LA / ,i ..r 9 A Contractors or Tradespeople Friendly Page 1 General /Specialty Contractor A business registered as a construction contractor with L &I to perform construction work within the scope of its specialty. A General or Specialty construction Contractor must maintain a surety bond or assignment of account and carry general liability insurance. Business and Licensing Information Name 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 $12,000.0009/29 /2009 6 CBIC SG8559 08/08/2007 Until Cancelled 08/08/2009 $12,000.0008/06 /2007 5 DEVELOPERS SURETY f& INDEM CO 573730C 08/08/2004 Until Cancelled 09/28/2007 $12,000.0009/29 /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 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 $1,000,000.0004 /15/2009 19 Granite State Insurance Compan 02LX94258094 09/27/2008 09/27/2009 $1,000,000.00 09/26/2008 18 LEXINGTON INS CO 41 LX94258094 09/27/2008 09/27/2009 5500,000.00 09/24 /2008 17 CO LEXINGTON INS 411)(94258093 09/27/2006 09/27/2008 $1,000,000.0009 /24/2007 16 CEOXINGTON INS 41LX9425802 09/27/2006 09/27/2007 $1,000,000.0009 /26/2006 15 LCEOXINGTON INS 41LX94258091 09/27/2005 09/27/2006 $500,000.00 10/20 /2005 14 CEOXINGTON INS 411)(9425809 1 09/27/2004 09/27/2006 $500,000.00 10/20 /2005 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: Dismissed Date: https://fortress.wa.gov/lni/bbip/Print.aspx 01/04/2012 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 proceeding with the work, or the Contractor shall accept full responsibility for the oost'to rectify same. NOTES 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 GODE. 4. SEPERATE PERMITS ARE REQUIRED FOR FENCES, PLUMBING, MECHANICAL, AND ELEGTRIGAL. 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 GENERAL NOTES I. ALL CONSTRUCTION PER APPLICABLE CODES AND ORDINANCES. 2006 IRC, UPC, WSEG, VAIO, UFG. I PA to 2. VERIFY ALL DIMENSIONS ON -106 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 CODE. 5. SKYLIGHT GLAZING PER I.R.G. Oci. 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 I6" O.C. TYPICAL. 4X4 FRONT VIEW du- SIDE VIEW BE"/EL GUT ON END 4X ' 45 DEGREES NOTE: 6X MATERIAL MAY BE USED IN LIEU OF 4X MATERIAL FOR OUTLOOKER CONSTRUCTION OUTLOO,1<E 1 =ETA I L. e aENERAE NOTES 86AL.E`. I/1" - 1' -0" 2X6 TRIM S/4X6 TR I M 2X8 TRIM 1 X TRIM Y�tI 1NNL7OY4 TR.I tai r? ETA I L stL 6ENGRAL. NOTES 00Ad.E. 1/2" . V-O" 2X10 BARGE BOARD 1N/ IXS TRIM 0 ALL GABLE ENDS CEDAR SHINGLE SIDING WHERE' SHOWN CULTURED STONE VENEER NSTALL PER MFD. SPEC I F I CATI ONS 4X OUTLO0KERS WHERE SHOWN $ I 1 1 %/% 6v ►. .�1�1���1�1 =■�1�1\ ll11i�rl1 I ∎.I �I C1 i !ei1 11 11 11 1' 1 11 11 l l ll 11 11 11 1 11 ._' mown ■I■1S1 lim Immo fa 11.1 ■11 • •Immoo II 1111111 71 1 ■1 �III.II EMI MIN EMI MIN ®1 MOIL, 161111rii t =r1... 111 ®IIIIIIIII ■111111�'� ®� hill iirtiiiiiiiiiiiiiir•iairl — sysrEM W■T J...E\fAT I ON SEE GENERAL NOTES SGALE: 1/4" = 1' -0" EAST L t PLANNING APPROVED No changes can be made.to these plans without approval hem the Planning Division of DCD "a 2X � g n�uxi i�e'`b ti�,t, tie Approved By: ' . �` . Date: SEPARATE PERMIT REQUIRED FOR: Q Mechanical D Electrical 0 Plumbing 0 Gas Piping City of Tukwila BUILDING DIVISION IIMAR ML.._\'ATI ON. SEE GENERAL NOTES SCALE: 1/4" = 1' -0" WL sT ELF, ASPHALT COMP. SHINGLES ON 154* FELT METAL GUTTER ON I xS FASCIA BOARD UPPER FLOOR P.l.,k 6" HORIZONTAL SIDING WHERE SHOWN 1X3/4 CORNER FIN. FLR. UPPER MAIN FLOOR P.L. FIN. FLR. MAIN SOLJAFZE GOTACa s M,�IN 1015 UFFEfi . I212 TOTAL 222-7 ,�ieA SE 450 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 IRC 3101.1 UPPER FLOOR P.I.. FIN. FLR. UPPER MAIN FLOOR P.L. FIN. FLR. MAIN REVISIONS No Changes shall be made to the scope of work without prior approval of Tukwila Building Division. NOTE: Revisions will require a new plan submittal and may include additional plan review fees. THIS STAMPED PLAN J5 SITE SPECIFIC AND 15 TO BE USED FOR ONE 51 T ONLY. BASIC PERMITS FOR MULTIPLE SITES ARE NOT ALLOWED WITH THIS STAMPED PLAN WITHOUT ATTACHED WRITTEN PERMISSION OF THE ARCHITECT OF RECORD. REVIEWED FOR CODE COMPLIANCE APPROVED NOV 2 1 2011 City of Ttkwila BUILDING ISION PILE COPY Perste No., v'z-; Plan review approval Is subject to ewe and omissions, Approval of construction documents does not authorize the violation of any adopted code or ordinance. Receipt of approved Feld Copts") oont l is acknowledged: Pe City Of lWkwlia BUILDING DIV SION Plan eiew apps; rowii of co V t<f:ativi"1 Ai approve, zd c ,TIong, ki3 rat c. ordino, oils knowk f Tukwila DING DIVISI 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 INCOMPLETE LTR# 1)11-2.G 2009 WSEG * VIAO RESIDENTIAL PRESCRIPTIVE COMPLIANCE CHART OPTION GLAZING AREA % OF FLOOR GLAZING U - FACTOR DOOR 4� FACTOR CEILING VAULTED CEILING WALL ABODE GRADE HALL IN7ERIORd1ALL ....- -BELOW ABOVE EXTERIOR BELOW ABOVE - FLOOR SLAB LA LA GRADE VERTICAL OVERHEAD 2546 0.32 0.50 0.20 R -4a OR R -38 R -21 r INS. HEADERS R,B R -10 R -30 210 R-55 ADV. * FOR ALL DWELLINGS BETWEEN 1500 SOFT AND 5000 50 FT, I CREDIT 15 REQUIRED FROM TABLE 01 -I. OPTION la WILL BE USED FOR THIS DWELLING (HIGH EFFIGENGY HVAG EQUIPMENT) GAS FIRED FURNACE WITH MINIMUM AFUE OF 012% * HEATING DUCTS ARE NOT ALLOWED TO DISPLACE REQUIRED INSULATION WITHIN THE EXTERIOR WALLS, FLOORS, AND CEILINGS * DUCTS SHALL BE LEAK TESTED IN ACCORDANCE WITH RS -33, USING THE MAXIMUM DUCT LEAKAGE RATES SPECIFIED IN SECTION 503.103 * 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 CURRENT/DEVI W BUILDER/PONGIA/ 2221 MONTLAKE CIYEOFTUKVN '( LA OCT 101011 PERMIT CENTER date: o9 -50-II permit: revisions: 00 -00 -00 drawn by: DAK checked by : Si--1-7- AH c::% . Ail CURRENT/DEVI W BUILDER/PONGIA/ 2221 MONTLAKE CIYEOFTUKVN '( LA OCT 101011 PERMIT CENTER YVritten 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 proceedIng with the work, or the Contractor shall accept full responsibility for the cost to rectify some. NOTES 1. 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 GODE. 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. 5.G. = SAFETY GLASS GENERAL NOTES 1. ALL CONSTRUCTION PER APPLICABLE CODES AND ORDINANCES. 20O44 IRC, UMC, UPC, WSEC, VAIQ, UFG. 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 CODE. 5. SKYLIGHT GLAZING PER I.R.G. O 1. 6. TRUSS MANUFACTURER SHALL SUPPLY SHOP DRAWINGS TO OWNER AND FRAMER TO REVIEW AND APPROVE BEFORE FABRICATION. 1. OWNER HILL VERIFY ELECTRICAL AND HEAT LAYOUTS WITH INSTALLER BEFORE INSTALLATION. 8. ALL EXTERIOR WARM WALLS TO BE 2 x 6 STUDS 16" O.G. TYPICAL. I2 ICI Oa Ihn tee UPPER FLOOR P.i. FIN. FLR. UPPER MAIN FLOOR P.L. FIN. FLR. MAIN O u- L T E ..EVATION SEE GENERAL NOTEES SCALE: I/4" = 1' -0" NRTH E� LINE OF INTERIOR VAULT 12 -,,' ---'''",-'-' / ■ (S.G.) Oa Ihn tee UPPER FLOOR P.i. FIN. FLR. UPPER MAIN FLOOR P.L. FIN. FLR. MAIN O u- L T E ..EVATION SEE GENERAL NOTEES SCALE: I/4" = 1' -0" NRTH E� LINE OF INTERIOR VAULT 12 -,,' ---'''",-'-' / ■ REVIEWED FOR CODE COMPLIANCE APPROVED NOV 2 1 2011 City of Tukwila BUILDING DIVISION L1 itaiP gal ratri UPPER FLOOR f :' FIN. FLR. UPPER MAIN FLOOR P.L. FIN. FLR. MAIN S:ITL..T SEE GENERAL NOTES SOU I H ELE SCALE : 1/4" 1' -O" 1 -3zs (S.G.) (5.G.) REVIEWED FOR CODE COMPLIANCE APPROVED NOV 2 1 2011 City of Tukwila BUILDING DIVISION L1 itaiP gal ratri UPPER FLOOR f :' FIN. FLR. UPPER MAIN FLOOR P.L. FIN. FLR. MAIN S:ITL..T SEE GENERAL NOTES SOU I H ELE SCALE : 1/4" 1' -O" 1 -3zs GURRENT/DEV I W BUILDER/PONGIA/ 2221 MONTLAKE RECEIVER. CITY OF TUKwiIA OCT 1 0 %011 PERMIT CENTER 4/Cite : Oci-50- I I permit: revisions: 00 -00 -00 drown by: PAK checked by: SHT r 2 c::%, A fil GURRENT/DEV I W BUILDER/PONGIA/ 2221 MONTLAKE RECEIVER. CITY OF TUKwiIA OCT 1 0 %011 PERMIT CENTER 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 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 CRAWL SPAGE 2. SLOPE ALL GONGRETE STOOPS AND /OR PATIOS 1/4" PER FOOT AWAY FROM DOORWAYS 3. (I) VENTS 15 TO BE LOCATED WITHIN 3 FT OF EACH CORNER 4. ALL WOOD IN CONTACT WITH GONGRETE SHALL BE PRESSURE TREATED OR CEDAR 5. PROVIDE SOLID BLOCKING UNDER BEARING WALLS 6. PROVIDE 6 MIL. VISQUEEN VAPOR BARRIER WITH 12" OVERLAP AT SEAMS TO TOP OF FOOTING THRU -OUT GRAWLSPAGE 1. 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. CRAWL SPAGE VENTILATION GALL'S 1015 SF OF CRAWL SPACE AREA 1015 SF / 150 = 6.16 6.16 / .15 = 1.02 5F 1.02 SF x 144 IN /5F = 1211 51 1211 51 TOTAL VENT AREA REQUIRED VENT AREA = 108 51 EA. VENT 1211 / 108 = 12.02 NUMBER OF VENTS REQUIRED 13 TOTAL VENTS PROVIDED FLOOR FRAMING NOTES: 2x10 FLOOR JOISTS a 16" o.c. TYPICAL UNLESS NOTED OTHERWISE w/ 2x STOGK 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 GSI6 STRAPS FROM BEAM TO THE SUPPORTING STUD /POSTS ALL BEAM HANGERS ARE TO BE SIMPSON OR SIMILAR APPROVED HANGERS. THE CONTRAGTOR 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. ^� 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, d DETAILS. SHEAR LECSEND: PI-6" INDICATES SHEAR WALL REFER TO SCHEDULE 1- DENOTES HOLDOWN LOCATION; SEE PLAN FOR TYPE --a-DENOTES STRAP LOCATION; 5EE PLAN FOR TYPE NEC 250.50. A concrete encased grounding electrode is required in all new concrete footings. The electrode shall consist of at least 20 feet of 1 /z" 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.) 9 0 35' -0" OVERALL 15' -0" 20' -0" I6' -3" R.O. I' -102" PI f-4" 1 4" GONG. SLAB ON 4" GRAVEL FILL ON GOMPAGT EARTH SLOPE I /4 " /FT. **4 STUB STEEL STS 0 18" O.G. MAX. \j I I I \/ T �1 P1-4" T I ri EDGE OF SLAB PI- CONT. FOOTING a O.H. DOOR REVIEWED FOR CODE COMPLIANCE APPROVED NOV 2 1 2011 City of Tukwila BUILDING DIVISION 4" GONG. SLAB ON 4" GRANULAR BED ON TAMPED GRADE SLOPE 5" TO O.H. DR. 1 L 8" GONG. FOUNDATION NALL TYP. ® 2 -STORY 15 "x7" CONT. CONC. FOOTING TYP. ® 2 -STORY 0 0 I !n 5' -4" G}atAYs61— SPACE 4x4 P.T. POST (4x6 0 BEAM SPLICES) ON GO1* FELT ON 18/18/12 GONG. PAD, TYP. UNLESS OTHERWISE NOTED 6 MIL. BLACK VAPOR BARRIER :O TOP OF FTC. IN/ 12" LAP © ALL SEAMS 3L-r. 5' -4" 4< 10 %�� w.G. AB\/. 4' -6" PI -4" 4' -2" 4' -2" NX (2) 2X10 6' -0" I 47/ H 1• a J 3' -11' 3' -q" 1• I 4' -4" 4X10 0 4' -O" 4X10 (2) 2X10 L1 - 4\ N I r- FDTN. VENTS, TYP. 18 "x6" SCREENED 12 REQUIRED I 9 In 16I -41" 0 PI -4" 0 S \I 4" GONG. SLAB ON 4" GRAVEL FILL ON GOMPAGT EARTH SLOPE I /4 " /FT. *t4 STUB STEEL a 18" O.G. MAX. 12' -4" 21' -0" PI -4" PI-4" I m Z0 O I O of 0 14' -0" 35' -0" OVERALL D11-325 RECEIVED OCT 0 4 2011 PERMIT CENTER OUIN AT I ON i='LAN SEE GENERAL NOTES SCALE: 1/4" = 1 ' -O" 12 GARY STATE 11' -6" REGIST AR ...I4z,If ;- T MAS NASH OF WASHINGTON . ... ; (N 11644 NE 80th Street . NASH, JONES P. Kirkland, INA 98033 is ANDERSON A' (425) •_ oc _ l=ax (4243)2:21171 8 4FX I 0 1 IvIG.lI■l 1 STOG‹ '1.._/ date: Ocf -SO -II permit: revisions: 00 -00 -00 drawn by: DAK c.kiec.kec %y: I ri EDGE OF SLAB PI- CONT. FOOTING a O.H. DOOR REVIEWED FOR CODE COMPLIANCE APPROVED NOV 2 1 2011 City of Tukwila BUILDING DIVISION 4" GONG. SLAB ON 4" GRANULAR BED ON TAMPED GRADE SLOPE 5" TO O.H. DR. 1 L 8" GONG. FOUNDATION NALL TYP. ® 2 -STORY 15 "x7" CONT. CONC. FOOTING TYP. ® 2 -STORY 0 0 I !n 5' -4" G}atAYs61— SPACE 4x4 P.T. POST (4x6 0 BEAM SPLICES) ON GO1* FELT ON 18/18/12 GONG. PAD, TYP. UNLESS OTHERWISE NOTED 6 MIL. BLACK VAPOR BARRIER :O TOP OF FTC. IN/ 12" LAP © ALL SEAMS 3L-r. 5' -4" 4< 10 %�� w.G. AB\/. 4' -6" PI -4" 4' -2" 4' -2" NX (2) 2X10 6' -0" I 47/ H 1• a J 3' -11' 3' -q" 1• I 4' -4" 4X10 0 4' -O" 4X10 (2) 2X10 L1 - 4\ N I r- FDTN. VENTS, TYP. 18 "x6" SCREENED 12 REQUIRED I 9 In 16I -41" 0 PI -4" 0 S \I 4" GONG. SLAB ON 4" GRAVEL FILL ON GOMPAGT EARTH SLOPE I /4 " /FT. *t4 STUB STEEL a 18" O.G. MAX. 12' -4" 21' -0" PI -4" PI-4" I m Z0 O I O of 0 14' -0" 35' -0" OVERALL D11-325 RECEIVED OCT 0 4 2011 PERMIT CENTER OUIN AT I ON i='LAN SEE GENERAL NOTES SCALE: 1/4" = 1 ' -O" 12 GARY STATE REGIST AR ...I4z,If ;- T MAS NASH OF WASHINGTON . ... ; 11644 NE 80th Street . NASH, JONES P. Kirkland, INA 98033 is ANDERSON A' (425) •_ oc _ l=ax (4243)2:21171 8 1 IvIG.lI■l 1 STOG‹ '1.._/ date: Ocf -SO -II permit: revisions: 00 -00 -00 drawn by: DAK c.kiec.kec %y: 1 --[T A B A GURRENT/DEVIN/ BUILDER/PONGIA/ 2221 MONTLAKE 1Nritten 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 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" O.G. TYPICAL, WITH R -21 INSULATION. 2. ALL HEADERS ON MAIN FLOOR TO BE 4x10 DF -L #2 OR (2) 2x10 HF 142 UNLESS NOTED OTHERWISE. 3. PROVIDE SOLID BLOCKING UNDER ALL BEARING WALLS. 4. INLINE FRAMING - SINGLE TOP PLATE STRAP SPLICES AND CORNERS, EXGEPT 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 GONTAGT WITH PRESSURE - TREATED OR FIRE- RETARDENT 1"1001' SHALL BE OF HOT - DIPPED GALVANIZED STEEL, STAINLESS STEEL, SILICON, BRONZE, OR COPPER. EXCEPTION - 1/2 INCH DIAMETER OR GREATER STEEL BOLTS. 1. ONE WINDOW PER BEDROOM SHALL MEET EGRESS GODE 8. UNDER ALL PARALLEL BEARING WALLS, USE DOUBLE JOISTS OR AS NOTED ON PLANS. DOUBLE JOISTS UNDER ALL NON - BEARING PARALLEL WALLS. 1. EXHAUST FANS LARGER THAN 50CFM MAY BE CONNECTED TO 4" SMOOTH WALL VENT PIPE IF RUNS DO NOT EXCEED 20' IN LENGTH. THE MINIMUM SIZE OF OF FLEX DUCT IS 5" DIAMETER WITH MAXIMUM RUN OF 15' 10. GOMBUSTION AIR REQUIRED FOR ALL FUEL BURNING APPLIANCES. IL WSEG COMPLIANCE GERTIFIGATE REQUIRED WITHIN 3' OF ELEGTIGAL PANEL. GARAGE NOTES I. GARAGE /LIVING SEPARATION, USE NO LESS THAN 5/8" TYPE "X" GWB. WHERE THE SEPARATION IS A FLOOR - GEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTEGTED BY NOT LESS THAN 1/2" GWB OR EQUIVALENT. PER SEGTION 8301.2 2. WRAP POSTS AND BEAMS W/ 1/2" TYPE "X" &NB 3. INSULATE ALL WARM WALLS AND GEILINSS 4. DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR GEILINGS 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 I -3/8" IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN I -3/8 ", OR 20 -MIN FIRE -RATED DOORS. F=IREPLAGE NOTES: 1. '0' GLEARANGE 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 11OA -88 2. ALL PILOTS, BURNERS AND SWITCHES TO BE MINIMUM +18" ABOVE SLAB. 3. PROVIDE +18" PLATFORM OF 2 LAYERS 3/4" PLYWOOD, I LAYER IF PLATFORM 15 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 I/3 AND LOWER I/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 I CFM/24,000 BTU PER I MG106 OUTDOOR AIR SUPPLY A MECHANICAL SYSTEM SHALL SUPPLY OUTDOOR AIR AS REQUIRED BY VIAQG 3023.1 (VIAQG 30235) THIS SYSTEM 15 TO BE INTEGRATED WITH THE FORGED AIR HEATING SYSTEM MEGHANIGAL_ VENT] LATION WHOLE HOUSE VENTILATION SYSTEM PER VIAQG 303.4 GOMBINED SOURGE SPEGIFIG FANS INTERGRATED WITH FORGED -AIR HEATING SYSTEM LEGEND: PT. LD. )i ABV. 0 0 BEARING WALL BEARING WALL ABOVE FLOOR LINE ABOVE MULTIPLE 2x STUDS 0 POINT LOAD (2) 2x TYP. UNLESS NOTED OTHERWISE POINT LOAD ABOVE SMOKE DETEGTOR 1IOV INTERCONNECTED W\ BATTERY BACK -UP PER IRG314. GARBON MONOXIDE DETECTOR 1IOV I NTERGONNEGTED IAN BATTERY BACK -UP PER IRG315. (5.G.) SAFETY GLASS VTO VENT TO OUTSIDE FAN - VENT TO OUTSIDE 50 CFM MINIMUM 4X4 POST AT GIRDER TRUSSES, HIP MASTERS, OR BEAM ENDS OR USE (3) WHERE LARGER POSTS ARE GALLED OUT, AN EQUAL WIDTH OF 2X(4)65 MAY BE USED ( IF A 6X6 POST 15 REQUIRED THAN USE (4) 2X6) USE 2 STUDS AT EACH WINDOW CRIPPLE FLOOR FRAMING NOTES: 2x12 FLOOR JOISTS @ 16" 0.G. TYPICAL UNLESS NOTED OTHERWISE 1N/ 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 IS 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 GSI6 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) SHEAR NOTE: SEE SHEET LI FOR SHEAR WALL NAILING SCHEDULE, If DETAILS. SHEAR LEGEND: PI-b" INDICATES SHEAR WALL REFER TO SCHEDULE )1( -0-DENOTES HOLDOWN LOCATION; SEE PLAN FOR TYPE `DENOTES STRAP LOCATION; (3x) SEE PLAN FOR TYPE INDICATES 3x FRAMING MEMBERS; MUD SILL's, PLATE's It STUDS @ EDGES. } 0 O 15' -O" -1'_q" 7' -3" 35' -0" OVERALL 2' -0" PI -4" 20' -0" 16' -0" 4X10 20' -0" LONG 2' -0" PI -4" PAT I O 16080 O.H. GARAGE DOOR 6080 SLIDING GLASS DOOR 5-1 4x12 DF -L #2 or �x1 &LB LINE OF �•�1 1NALL ABOVE LINE OF O.H. DOOR -4N -11P-12..1 -f T--P-4:)5-1-1- [C/N-- L7IN1 c 4'" , EE HOLLASTND L VEHIGLE ARRIEI2 3'-6" 1 O I O P S AI TJ\GHEDI PRESS RLF VALUE 461. ' ►ikI o_N /_lbA • . �► � �v�vA�A� ZviL��A►��r��t��v�, ■ gg■ ∎ — 1 — — = =-'%// O//.%// 1 / / // /v// / / //l//// / // //////////' OPTI0111AL I OQ I8° NIL Lij W z �� < W al J } tl JI-n 1_ CZ 41 NQ� oO O in RQOM GAR-PET N in N u� PANTRY O u1 I 0.. z 4L4" W 0_ 4' -2" OPTIONAL CLOSET UP 6 RISERS N I / / / / / //I O PB 1 4x10 L #2 ' -6" 12' -6" 21' -0" 14' -0" 35' -0" OVERALL REVIEWED FOR CODE COMPLIANCE APPROVED NOV 2 1 2011 City of Tukwila BUILDING DIVISION b 114%-3z.5 RECEIVED OCT 0 4 2011 PERMITCENTER MAIN LOOU L AN SEE GENERAL NOTES SCALE: 1/4" = 1' -0" GURRENT/DEVIN/ BU I LDER/PONG I A/ 2221 MONTLAKE 2512 V.,,,..7 GA' STA REGI ED A (EGT 0 AS NASFI E OF WASHINGTON I!, r 11644 N5 50th Street NASH, JONES Kirkland, W4 95033 ' Is ANDERSON o' (425) 825 -4111 r _ Oe _ t Fax (425) 522 -1915 1 T" r ICI V I� STOCK 'L, date: Og -30-I I permit: revisions: 00 -00 -00 drawn by: DAK checked by: i--f T A 4 O Ai GURRENT/DEVIN/ BU I LDER/PONG I A/ 2221 MONTLAKE 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 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" O.G. TYPICAL, WITH R -21 INSULATION. 2. ALL HEADERS ON UPPER FLOOR TO BE 4x8 DOUGLAS FIR #2 OR (2) 2x8 HEM FIR #2 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 SHEAR TRANSFER. 6. ALL GUARDRAILS PER MANUFACTURERS SPECIFICATIONS. SUPPORTS CAPABLE OF RESISTING A SINGLE CONCENTRATED 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 +72" FROM DRAIN. GLAZING, INCLUDING WINDOWS WITHIN +72" OF DRAIN, SHALL BE SAFETY GLASS. SHOWER FLOW 15 LIMITED TO 2.5 GAL /MIN. WOOD FRAMING TO BE PROTECTED FROM WATER SPLASH AND MOISTURE. 8. ALL BATHROOM FANS, KITCHEN HOOD, AND DRYER DUCTS SHALL BE EXHAUSTED THRU THE ATTIC, TO THE ROOF OR THRU THE FLOOR SYSTEM TO AN OUTSIDE WALL. ALL WALL DUCTS SHALL TERMINATE AT LEAST 36" FROM A WINDOW OPENING. G. ONE WINDOW PER BEDROOM SHALL MEET EGRESS CODE. 10. UNDER ALL PARALLEL BEARING WALLS, USE DOUBLE JOISTS OR AS NOTED ON PLAN. DOUBLE JOIST UNDER ALL NON- BEARING PARALLEL WALLS. II. 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 BATH- TUB OR WHIRLPOOL BATH SHALL BE LIMITED TO 120 °F. THE WATER HEATER SHALL NOT BE BE CONSIDERED A CONTROL FOR MEETING THIS PROVISION. 13. HOLES IN THE FLOOR TOTHE GRAWLSPAGE FOR THE BATH TUBS AND SHOWER PANS SHALL HAVE METAL SCREEN IN STALLED WITH OPENINGS NO LARGER THAN 1/2" . UPC 313.2 LEGEND: IAA PT. LD. ^i ASV. 0 0 BEARING WALL FLOOR LINE ABOVE MULTIPLE 2x STUDS @ POINT LOAD (2) 2x TYP. UNLESS NOTED OTHERWISE POINT LOAD ABOVE SMOKE DETECTOR IIOV INTERCONNECTED W\ BATTERY BACK -UP. CARBON MONOXIDE DETECTOR 1IOV INTERCONNECTED W\ BATTERY BACK -UP PER IRG315. (5.G.) SAFETY GLASS VTO SHEAR. NOTE: VENT TO OUTSIDE FAN - VENT TO OUTSIDE 50 CFM MINIMUM 4X4 POST AT GIRDER TRUSSES, HIP MASTERS, OR BEAM ENDS OR USE (3) WHERE LARGER POSTS ARE GALLED OUT, AN EQUAL WIDTH OF 2X(4)65 MAY BE USED ( IF A 6X6 POST 15 REQUIRED THAN USE (4) 2X6) USE 2 STUDS AT EACH WINDOW CRIPPLE SEE SHEET LI FOR SHEAR WALL NAILING SCHEDULE, ff DETAILS. SHEAR. LEGEND: PI-6" INDICATES SHEAR WALL REFER TO SCHEDULE 0 * DENOTES HOLDOWN LOCATION; SEE PLAN FOR TYPE • / / / / / / / / / / //% -a--DENOTES STRAP LOCATION; SEE PLAN FOR TYPE INDICATES 3x FRAMING MEMBERS; MUD SILL's, PLATE'S 8 STUDS ® EDGES. REVIEW REVIEWE FOR CODE COMPLIANCE CB NOV 21 2011 City of Tukwila BUILDING DIVISION 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). 1414 Ducting Systems 1414.1 Duct Sealing and Testing: Duct work and plenums shall be sealed in accordance with Section 1414.1.1. Additionally, ducts shall be tested in accordance with Sections 1414.1.2 and 1414.1.3 as required. 1414.1.1 Sealing: Duct work which is designed to operate at pressures above %, inch water column static pressure shall be sealed as follows: 1. Static pressure `'/ inch to 3 inches: Seal all transverse joints and longitudinal seams. Spiral lock seams in round and flat oval duct work do not require sealing; however, other seams shall be sealed. 2. Static pressure above 3 inches: Seal all transverse joints, longitudinal seams and duct wall penetrations. All low pressure supply and return air systems not located entirely within the conditioned space, iincluding the unconditioned side of enclosed stud bays or joist cavities /spaces used to transport air, shall be securely fastened and sealed. Duct work shall be sealed using welds, gaskets, mastic, or mastic -plus- embedded - fabric tape. Enclosed stud bays or joist cavities /spaces used to transport air shall be sealed using mastic- plus - embedded - fabric tape, or when drywall is used to enclose the air system, drywall mud and tape. Duct tape is not permitted as a sealant on any ducts. EXCEPTION: Fibrous glass duct systems installed in accordance with Standard UL 181A and flexible duct systems installed in accordance with Standard UL 181B may use tapes listed for these systems. 1414.1.2 Low Pressure Duct Leak Test: All duct systems shall be sealed to a leakage rate not to exceed 6 percent of the fan flow if the duct system: 1. Is connected to a constant volume, single zone, air conditioner, heat pump or furnace; and 2. Serves less than 5,000 square feet of floor area; and 3. Has more than 25 percent duct surface area located in any unconditioned space. The leakage rate shall be confirmed through field verification and diagnostic testing, in accordance with SMACNA Duct Leakage Test Procedures 1985. 1414.1.3 High Pressure Duct Leak Test: Duct work that is designed to operate at static pressures in excess of 3 inches water column shall be leak- tested in accordance with SMACNADuct Leakage Test Procedures - 1985. Representative sections totaling no less than 25 percent of the total installed duct area for the designated pressure class shall be tested. Duct systems with pressure ratings in excess of 3 in. w.c. shall be identified on the drawings. The maximum permitted duct leakage shall be: Lmax = CLP0.65 Where: Lmax = Maximum permitted leakage in cfm/100 ft2 duct surface area CL = Duct leakage class, efm/100 ft2 at 1 in. w.c. CL = 6 for rectangular sheet metal, rectangular fibrous, and round flexible ducts. CL = 3 for round/flat oval sheet metal or fibrous glass ducts. P = Test pressure, which shall be equal to the design duct pressure class rating in w.c. 1 in 1 i N ZQI 0 ill OW 0 to 35' -0" OVERALL r I2' -4" 2-4" s' -10" 3' -4" 4' -4" / 6' -10" 7' -7" 4' -Q" / y I' -I l" 3' -I I" 1' -10" 1'_6" 3G 11644 NE SOth Street 417 NASH, JONES Kirkland, W,4 95053 "iis ANDERSON 1' (425) S2S -4117 • _ �� _ t fax (425) 522 -1915 5040 XO (EGRESS) RB- 1 DF -L #2 (2) 2x8 STOGKG PLAN 222-7 5 1:3fi, 1:7EN, BONUS, 2 c A1R 1 Al 1 Ji=-1T A 1 / / / / / SLDR. 4x8 or HF #2 date: oq -30-11 2° SINGLE HUNG X 3° LINE 2° SINGLE HUNG (S.G.) OF FALL BELOW x 3° checked by: S H-+ T O, A 5 Al I■ 120 - 1 - 1 tn 'd i � I I O QF FAN \'T • FM 34 "x48" S' #WE- / / FI���LS. P �a GL. s• +72" �- 0 0 0 U- � 1 m �� RLINE OF OUTSIDE - GFM WHOLE , HOUSE , FAN VTO BELOW �O1�IUS R OOM LAUN �► — 2468 FM o Zo VI ; FAN I' , VTO MASTER BATH I 1 m I I I 2 CARPET OPTIONAL BEDROOM FOUR + z to , L 1 -I- — — — — — _ I X w IT A_ r HVAG \ VINYL 12' -4" 0 2' -4" L �u I )— v l in - RN Q 1 d) 0 Ill �0 Z O I --1 al 2468 n / 2668 o 4 f� t��t E3EDROOI, I Tt REE P 1 CHASE dJ 2005 ■ Z 0 0 0 u in r ` J' PS Ir�A F :ice -- 2,�„ �/ IIM / /fit. / /�� AI —�/r��I Q 6" 0 A 2,_6, _ 3' -10, PAIR PI -6' 2668 _8„ PI 4_,1, 1111 CARPET io" 4' -2" a•-o" 0 1-6" DO1NN MASTER a ii ' RISERS SLOPE E3ED1ROOM CARPET SLOPE N I. N _ 0. �< < m3 0 10 i1 Hi 70IU FAN v_n ATI-I 1111 VI NY 246E, 1 P 4 S d3 N r / / / / //I % / / / / //% I 1 1 U (I I , �J +e PI -6" 4x8 or HF #I 3050 5068 BI -FOLD -- PI -6•, SINGLE O HUNG (EGRESS) 13'-o" RB -2 DF -L #2 / SED% OOM TiAIO OPEN TO BELOW (2) 2x8 CARPET LINE OF OUTSIDE WALL BELOW /////' I/ / / //% PI -6" PAIR. rJ ' PI -6" 6 4040 LINE OF PORCH FXD . E3ELOW 7' -4" 5050 SINGLE HUNG (EGRESS) 6' -6" 6'4„" 3' -8" 4' -4" / 6' -8" 13' -0" / 8' -0" / ,( 14' -0" 35' -0" OVERALL O I ?Ni I m 0• OX NIL 0Q 0X N� J 0 I D -325 RECEIVED OCT 04 2011 PERMIT CENTER U1'fi= ' L.001' -'L.AN SEE GENERAL NOTES SCALE: 1/4" = I' -O" 512 GARY p REGIST AR CT OMAS NASH STATE OF WASHINGTON 3G 11644 NE SOth Street 417 NASH, JONES Kirkland, W,4 95053 "iis ANDERSON 1' (425) S2S -4117 • _ �� _ t fax (425) 522 -1915 STOGKG PLAN 222-7 5 1:3fi, 1:7EN, BONUS, 2 c A1R 1 Al 1 Ji=-1T A 1 date: oq -30-11 prmit: reevisions: 00 -00 -00 drawn by: DAK checked by: S H-+ T O, A 5 Al CURRENT/DEVIN/ BUILDER/PONGIA/ 2221 MONTLAKE Written dimensions on this drawing shall have precedence over scaled dimensions. Gontactor 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 wlth the work, or the Contractor shall accept full responsibility for the cost to rectify same. TRUSS NOTES ALL TRUSSES SHALL HAVE I. STRESS ANALYSIS AND DRAWINGS /DETAILS STAMPED BY A STATE REGISTERED ENGINEER. 2. MANUFACTURER'S STAMP ON PRE - MANUFACTURED TRUSSES. 3. BRACED TO MANUFACTURERS 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 STG CLIPS a ALL TRUSSES OVER NON - BEARING WALLS. 8. TRUSSES SHALL BE LEGIBLY BRANDED WITH MANUFACTURERS NAME, DESIGN LOADS, AND REQUIRED SPACING WITHIN 2' -0" OF THE CENTER SPAN ON THE BOTTOM GHORD. 1. TRUSSES TO BE NON ATTIC STORAGE TRUSSES. MAXIMUM SPACE ABOVE THE BOTTOM GHORD TRUSS TO BE LESS THAN 42" HIGH AND 24" WIDE LOGATED IN THE PLANE OF THE TRUSS. ROOF FRAMING NOTES 1. GUT RAFTER TAILS TO MATCH 2x TRSSES. 2. CONNECTORS SHALL BE ENGINEERED BY TRUSSES MANUFACTURER. 3. ROOF PITCH SHALL BE 6:12 UNLESS NOTED OTHERWISE. 4. USE SIMPSON H25 CLIPS © 48" O.G. AT ENDS OF TRUSSES AND RAFTERS. 5. USE SIMPSON L30 CLIPS TO CONNECT TRUSSES AND /OR CEILING JOISTS TO PERPENDICULAR WALLS AT MID - SECTION. 6. USE SIMPSON STG GLIPS AT NON - BEARING WALLS. 1. 2x8 RAFTERS @ 24" D.G. / 2x8 CEILING JOISTS 24" D.G. TYPIGAL UNLESS NOTED OTHERWISE. (MAXIMUM SPAN = 13' -1 ") 8. PROVIDE DOUBLE RAFTERS UNDER DORMER CRIPPLE WALLS UNLESS NOTED OTHERWISE. 1. MINIMUM 8' -0" SPLICES AT BUILT -UP HIPS AND VALLEYS. NAIL TOGETHER WITH 2 ROWS OF 16cl NAILS g6" D.G. (OVER FRA ING GONTINUOUS. 10. ROOF FLASHING SHALL BE PROVIDED AND COMPLY WITH 2001 IRG, SECTION 8103.8. LEGEND: BEARING WALL FLOOR LINE BELOW MULTIPLE 2x STUDS ® POINT LOAD INDICATES 2x6 OVER FRAMING MAXIMUM SPAN UNSUPPORTED AT 24" O.G. = AT 12" O.G. = 0 D.S. DOWNSPOUT SHEAR. NOTE: R6I ROOF VENT 4x4 POST AT GIRDER TRUSSES AND HIP MASTERS OR USE (3) 2x6 SEE SHEET LI FOR SHEAR WALL NAILING SCHEDULE 4 DETAILS SHEAR LEGEND: P1-6" INDICATES SHEAR WALL REFER TO SGHEDULE NE NE DENOTES HOLDOWN LOCATION; (3X) SEE PLAN FOR TYPE DENOTES STRAP LOCATION; SEE FLAN FOR TYPE INDICATES 3x FRAMING MEMBERS; MUD SILL's, PLATE'S STUDS ® EDGES Table 1: I Roof Venting ROOF VENTING CALCULATIONS Roof Area: Ventilation Required:; 1329;sq. /ft. x 144 sq. /in. /300 / 1329 sq. /ft. Iay 80% At 36" minimum Above Eame (max 80 %) 510.336 sq./in. 20% At Eases = 127.584 sq. /in. 11 Roof Jacks © 50 sq. /in. Each = 550 sq./in. 0 Standard Comp Ridge Vent © 17 sq. /in. /If. = 0 sq. /in. 0 Metal Roof Ridge Vent © 29 sq. /in. /If. = 0,sq. /in. 0 Side Roof Half Vent @ 8.5 sq. /in. /If. = 0 sq. /in. 62 , Lineal Ft of Ease Venting @ 3.3 sq. /in. /If. = 204.6 sq. /in. [(3) 2" dia. Holes per block @ each bay] 0 Lineal Ft of Ease Venting @ 1.65 sq. /in. /If. = 0 sq. /in. [(3) 2" dia. Holes per block @ alt. bays] 0 Continuous Soffit Vent @ 10 sq. /in. /If. _' 0 sq. /in. 0 Gable End Vent (12 in. x 12 in.) x 70% = 0 sq. /in. 0 Cupola Vent (30 in. x 32 in.) x 45% _ ` 0 sq. /in. 0 Gable End Vent (18 in. x 24 in.) x 70% = 0!sq. /in. 0 Gable End Vent (24 in. x 24 in.) x 70% _' 0 sq. /in. Total Venting @ 36" (min.) Above Eaves =' 550 sq. /in. Total Venting @ Eaves = 204.6 sq. /in. TOTAL SQ. /IN. OF VENTING PROVIDED _' k ;;? °'; fiA DS DS 12" OVERHANG ® GABLE ENDS, TYP. PRE. MFD. TRUSSES @ 24" O.G. 7s RB -I 4x8 DF -L #2 or (2) 2x8 1-1F #2 6: 12 M1305.1.3 Appliances in attics. Attics containing appliances requiring access shall have with an opening and a clear and unobstructed passageway large enough to allow removal of the largest appliance, but not less than 30 inches high and 22 inches wide and not more than 20 feet long when measured along the centerline of the passageway from the opening to the appliance. The passageway shall have continuous solid flooring in accordance with Chapter 5 not less than 24 inches (610 mm) wide. A level service space at least 30 inches deep and 30 inches wide shall be present alone all sides of the appliance where access is required. The clear access opening dimensions shall be a minimum of 20 inches by 30 inches, where such dimensions are large enough to allow removal of the largest appliance. MAXIMUM 18" ENCROACHMENT (INCLUDING EAVE OR OVERHANG) NO ROOF /ATTIC VENTILATION 1 HR CONSTRUCTION ® HALLS (" TYPE "X" GWB INSIDE/ I" GYPBOARD OUTSIDE) E3U1 4 -OUTS TA I L. NOT TO SCALE * WHEN BUMP -OUTS ARE PROJECTED CLOSER THAN 5' TO PROPERTY LINE GOR -A -VENT 'IN- VENT'. INSTALL 36" FROM EDGE OF EAVE. PROVIDED 6.75 SQ. IN. NET FREE VENTILATION A LINEAR FOOT. USE CONDITIONED SP ES. INS 'i L PER MFD. 5 TYPICAL HALL SECTION GEE BUILDING SECTION RATED EAVE METAL L SHEATHING AND NAILING PER IEARWALL SCHEDULE TYPICAL ROOF CONSTRUCTION SEE BUILDING SECTION AT DESIGNATED SHEARWALLS; SIMPSON RBG ® 24" o.c. AT OTHER LOCATIONS; SIMPSON RBC at 48" o.c. w/ 1Od x I NAILS. TYPICAL SOLID BLOCKING GUT TO FIT TIGHT TO TOP PLATE/ SI IEATHING w/ (4) 8d NAILS TIGHT FIT. GUTTER PER PLAN EXPOSED TRUSS TAILS SHEATHING AND NAILING PER SHEARWALL SCHEDULE NOT TO SCALE * WHEN ENTIRE EAVE IS CONSTRUCTED BETWEEN 2' AND 5' FROM PROPERTY LINE * EAVE PROTECTION PER IRG 8302.1 4'x8' PLYWOOD W/ (4) 2x6 SUPPORTS FOR FUNAGE 1 m I 1 k I� HV A( —I GR CHAS S RIDGE SLOPE RB -2 4x8 DF -L #2 or (2) 2x8 HF #I! PRE. MFD. TRUS 24" O.G. DS DS ROOF JACKS 0 24" O.G. DS 17S PRE. MFD. TRUSSES 0 24" O.G. DS DFOR CODECOMPLIANCE APPE NOV 21 2011 BUILDING Tukwila DIVISION 2X6 RAFTERS ® 24" O.G. W/ 2X6 CEILING JOISTS 0 24" O.G. 0 FIREPLACE ROOF BELOW CORRECTION LTR# 7ll ',2c5 OO AMlN LAN ■ SEE GENERAL NOTES SCALE: 1/4" = 1' -0" 2512 GAR STAT / REGISTE ARCH ' NASH OF WASHINGTON 3G 11644 NE 80th Street AS • NH, JONES M, Kirkland, WA 88033 j 1111 ANDERSON fa(x 4 4 8 28 24-1I7 g 18 0_ e)C _, • STOGY FL/ date : OG —SO —I I permit: rvisions: 11-0c1-11 drawn by: OAK. Ghec.kec by: f--i T A & 03= A all CURRENT /DEVIN/ BUILDER/PONGIA/ 2221 MONTLAKE CIT RECEIVED WILA NOV 142011 PERMIT CENTER 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 proceeding with the work, or the Contractor shall accept full responsibility for the cost to rectify same. MAWS AWN SE IZ R.00M 71-FREE 0 MASTER E3E:DiROO• iG I TG F- FE=N L"/ FLOOR JOISTS w/ T et G PLYWOOD, GLUED 8 NAILED, C�fi�EAT ROOM N6,66 S GT I ON A —A SEE GENERAL NOTES SCALE: 1/4 = 1' -0" PRE. MFG. TRUSSES ® 24" O.G. UPPER FLOOR P.1\ FIN. FLR. UPPER MAIN FLOOR P.L. FIN. FLR. MAIN 0 I 4 "m DOWNSPOUT TISHTLINE W/ POSITIVE DRAIN TO STORM SYSTEM REVIEWED FOR CODE COMPLIANCE APPROVED NOV 2 1 2011 City of Tukwila BUILDING DIVISION RECEIVED OCT 04 2811 PERMITCENTER GURRENT/DEV I W BUILDER/PONGIA/ 2221 MONTLAKE 2512 REG EDT GA 0 AS NASH ESTATE OF WASHiNCTON 14- • 11644 NE SOth Street • NASH, JONES s Kirkland, 9S033 al ANDERSON fir. (425) 825 -411 Fax (425) S22 -I61I5 STOG< PLAN 2227 date : 0q -30 -1 I permit: revisions: 00 -00 -00 drawn lay: DAK c.hscked by: A 1171 c A _l GURRENT/DEV I W BUILDER/PONGIA/ 2221 MONTLAKE S EAS JNALL SG1Er,UL.E PER IBC. 20041 DATE: 12 -20 -10 GENERAL NOTES THE DIFFERENT DESIGNATORS FOR SHEAR WALL MATERIALS, AND HOLDOWNS. LOCATE HOEDOWNS AS GLOSE AS POSSIBLE TO THE END BOLTS, WASHERS, 8 NAILS IN GONTAGT WITH P.T. W00D TO BE SEE PLANS TO DETERMINE NAILING, ANCHOR BOLTS, OF THE DESIGNATED WALL. ALL HOLDOWNS, ANCHOR HOT DIPPED GALVANIZED. PI = ONE SIDE PLYWOOD P2 = TWO SIDES PLYWOOD MARK x /16„ NAIL SPACING TOP a6 BTM. BLKG. SILL PLATE BASE PLATE HF #2 VALUE DF #2 VALUE EDGES FIELD s 3c 11644 NE 80th Street iv Al NASH, JONES ! Kirkland, INA 618055 '4 ANDERSON or' (425) 828 -4111 •— 'V — Fax (425) 822 -161 I8 • PLYWD. PLATES REQ'D. ANCHOR BOLTS NAILING ( #/LF) ( #/1.—F) PI -b" Sd 6" 12" b" 2x4 5/8" @ 48" (2) Ibd a 10" 223 255 PI -4" Sd 4" 12" 4" 2x4 5/8" a 32" (2) Ibd a 1" 325 315 PI -3" ** Sd 3" 12" 3" 3x4 5/8" a 24" (2) Ibd © 5" 418 505 PI -2" ** 8d 2" 12" 2" 3x4 3/4" a 24" (2) Ibd a 5" 544 610 P2 -6" ** Sd 6" 12" 6" 3x4 5/8" @ 24" (2) Ibd a 5" 446 510 P2 -4" ** Sd 4" 12" 4" 3x4 3/4" @ 20" (3) Ibd a 5" 650 110 P2 -3" ** Sd 3" 12" 3" 3x4 3/4" @ 16" (4) Ibd a 5" 836 1010 P2 -2" ** Sd 2" 12" 2" 3x4 3/4" @ 12" (4) I6d a 4" 1058 1110 *NOTE: WALLS WITH UNIT SHEAR OF 35I # /ft. OR GREATER SHALL HAVE FRAMING MEMBERS (STUDS 4 PLATES) ABUTTING PANELS NOT LESS THAN 3X MEMBERS (PER IBG 2001 TABLE 2306.3) OR DOUBLE 2x (PER IBG 2001 - SEGTION 2306.3 Footnote I). 3X FRAMING WILL BE NOTED ON PLAN. * *NOTE: HEM -FIR VALUES HAVE BEEN ADJUSTED AGGORING TO IBC TABLE 25063 Footnote o.(3) SPEGIFIG GRAVITY ADJUSTMENT FACTOR = [I- (05-SG)]; SG FOR HEM -FIR = .43 PER AFSPA; [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 1/16" OSB OR PLYWOOD SHEATHING - USE Sd GOMMON OR GALVANIZED NAILS. BLOCK ALL PANEL EDGES. LONG DIMENSIONS OF PLYWOOD MAY BE INSTALLED VERTICALLY. NAIL a 12" 0.G. TO ALL INTERMEDIATE STUDS. WHERE 3" NAIL SPAGING IS 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 IS 2 SIDES OF WALL, JOINTS TO FALL ON SEPARATE STUDS ON EACH SIDE. FLOOR PLYWOOD - USE 8d COMMON NAILS a 10" 0.C. AT INTERMEDIATE SUPPORTS, b" 0.G. AT ALL PANEL EDGES AND 4" O.G. AT ALL SHEAR OTHERWISE SHOWN ON PLANS. WALLS, UNLESS FLOOR JOISTS - JOIST PARRALLEL TO FLOOR OPENINGS AND EXTERIOR WALLS SHALL BE GROSS BLOGKED AT 48" 0.G. @ EDGES ,W/ (4)10d NAILS FOR THE FIRST BAY. 3" x 3" x 1/4" SQUARE WASHERS AT ALL ANCHOR BOLTS. STAPLE SCHEDULE 1 /16" OSB OR PLYWOOD SHEATHING ALLOWABLE SHEAR VALUES 11/2 16 gage STAPLES - DF *2 STUDS 112 16 gage STAPLES - HF *2 STUDS b" o.c. - 155 # /ft. 6" o.c. - 121 */ft. 4" o.c. - 230 #/ ft. 4" o.c. - 188 #/ ft. 3" o.c. - 310 #/ ft. 3" o.c. - 254 #/ ft. 2" o.c. - 315 *1 ft. 2" o.c. - 323 #/ ft. FIELD SPAGING: 12" O.G. NAILS 8 STAPLES. HOEDOWNS - 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. 2' -O" 2x TOP PLATE HEADER EXTEND TO END WALLS TOP OF SLAB t e_! 2 -•2 NAIL SHEATHING TO HEADER ® 4" O.G. E.W. L 1 2 2x STUDS I I' I• CONNECT PLYWOOD W/ 8d NAILS ® 4" O.G. • TO ALL STUDS, PLATES 8 HEADERS 1• I• APA RATED SHTG. 3/e" MIN. 24/0 EXP. 1 I' III I. II.1 I.LtH I Y 1 fie" cp X 15" A.B. LJ I I \ W,4 PLATE ATE TE xWASHER I'7" IMBEDMENT GONG. STEM WALL STHD14 WOOD TO CONCRETE CONNECTORS OR EQUAL 2 - 2x PLATES NAIL SHEATHING TO EACH PLATE CONT. FOOTING Mir LATERAL RESTRAI NT PANEL (STHn 14) SEE GENERAL NOTES NO SCALE PLYWOOD SUB - FLOOR FLOOR JOIST PER. PLAN (5)10d TOE NAIL, JOIST TO TOP PLATE 2X STUD /SHEAR WALL; NAIL PER PLANS; SEE SHEAR WALL SCHEDULE. BOTTOM PLATE NAILING PER SCHEDULE TO 2X RIM JOIST NAILING PER SHEAR WALL SCHEDULE 2X BLOCK 16,61 TOENAIL @ 6" o.c. TO TOP PLATES 2.X STUD /SHEAR WALL; NAIL PER PLANS; SEE SHEAR. WALL SCHEDULE. OFFSET I NTE RI OR IAIALL NO SCALE PLYWOOD SUB - FLOOR FLOOR JOIST PER PLAN S I MPSON HI CLIP JOISTS 2X STUD /SHEAR WALL; NAIL PER PLANS; SEE SHEAR WALL SCHEDULE. BOTTOM PLATE NAILING PER SCHEDULE TO 2X RIM JOIST NAILING PER SHEAR WALL SCHEDULE 2X RIM JOIST OR BEAM, PER PLAN. 2X STUD /SHEAR WALL; NAIL PER PLANS; SEE SHEAR WALL SCHEDULE. EXTER 1 OR GANT I LEVERED SHE=AR IAIALL NO SCALE TRUSSES PER PLAN PLYWOOD ROOF SHEATHING 2X4 BLOCKING 8d NAIL ® 5" o.c. TO 2X4 BLOCKING Sd NAIL ® 6" o.c. TO TRUSS 2X6 V -SRAGE 0 0, -0" o.c. (2) 2X TOP PLATE 2X STUD/ SHEAR WALL PER SCHEDULE SI -IEAR WALL PE1 F. TO TRUSS NO SCALE TRUSSES OR RAFTERS PER PLAN ROOF SHTG - NAIL PER. SHEAR WALL SCHEDULE 8d ®6" O.G. 2X BLKG. W/ Ibd @ 5 O.G. B VENT HOLES (RIP BLKG.) REVIEWED FOR CODE COMPLIANCE APPROVED NOV 2 1 2011 City of Tukwila BUILDING DIVISION l iR� SHEATHING PER SHEAR SCHEDULE OVERHANG 8 FASG I A 2X STUD WALL 16" O.G. HS ANCHOR co 48" O.G. T. SHEARWALL TO ROOF GONNEGTI ON NO SCALE D GURRENT /DEVIN/ BUILDER/PONGIA/ 2221 MONTLAKE RECEIVI Q CITY OF TUKWILA Nnu 1'T 2011 PERMIT CENTER 2512 RED TECT REG G Y OMAS NASF STATE OF WASHINGTON s 3c 11644 NE 80th Street iv Al NASH, JONES ! Kirkland, INA 618055 '4 ANDERSON or' (425) 828 -4111 •— 'V — Fax (425) 822 -161 I8 • STOGi< FLAN 222- 5 E:31;, DEN, EONUS, 2 GA 1 1 J 'N 1- i; Y 1 date: oci -SO -II permit: rvisions: II-Oct-II drawn by: DAK checked by: i --FT 11 GURRENT /DEVIN/ BUILDER/PONGIA/ 2221 MONTLAKE RECEIVI Q CITY OF TUKWILA Nnu 1'T 2011 PERMIT CENTER Written dimenslons 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 proceeding with the work, or the Contractor shall accept hill responsibility for the cost to rectify same. 24" CARDBOARD BAFFLE ALLOW FOR 1" AIR SPACE MIN. EXTEND 12" ABOVE INSULATION. SOLID SHEATHING OR GDX PLYWD. WHERE EXPOSED TO WEATHER IX FASCIA BD. W/ METAL GUTTER ROOFING MATERIAL FINISH PER ELEVATION ON 3/4" OBS SOLID GDX 24 -0 PLYWOOD SHEATHING; 8d ® 6 "O.6. EDGE 8d @ 12" O.G. FIELD 0/16" 05B AGX PLYWD 0 EVES) MIN. 15# UNDERLAYMENT NAIL 6" EDGE, 12" FIELD WITH 8d NAILS, U.N.O. TOP PL. 1fd1AtAtAV1 2X BIRD BLK'6. W/ 2" SCREENED VENT HOLES WITH 1/4" GORRoSION RESISTANT METAL MESH COVERING FIN. FLR. TOP PL. (2) 2x TOP PLATE, LAP CORNERS, OFFSET END JOINTS BY 48" 3/4" OSB. OR PLYWD. SHEATHING. NAIL 6" EDGE, 12" FIELD WITH 801 NAILS UNLESS NOTED OTHERWISE 2x STUDS ® IS" O.G. TYP. SIDING, SEE PLAN FOR TYPE APPROVED TRUSSES BEARING MANUFACTURER'S SEAL. SEE ROOF FRAMING PLAN FOR SPACING INSLULATE PER WSEG. L_IVIN& AREA FIRE BLOCK ALL VERTICAL OPENINGS IN WALLS AT PLATES AND FLOORS JOISTS, SIZE AND SPACING PER PLAN Sib" GYPSUM WALLBOARD, TYP. W/ PVA VAPOR BARRIER © WALLS AND CEILINGS LIV NG AREA FIRE BLOCK ALL VERTICAL OPENINGS IN WALLS AT PLATES AND FLOORS i "X 10" ANCHOR BOLT W/ 3 "X3 "X 4-" PLATE WASHERS 0 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 BOTTOM PLATE 2x P.T. SILL FIN. FLR. z_ 1 4 "(1) D.S. TIGHTLINE, POSITIVE DRAIN TO STORM SYSTEM FIN. GRADE TO SLOPE —A AWAY FROM BUILDING 34" T40 PLYWOOD SUB -FLOOR (GLUED 4 NAILED) NAIL 6" EDGE, 12" FIELD W/ IOd NAILS. denim uuT_T_7_ ∎�T`4W w w w w w w w w'w'w'w'w 4811 MAX. UNBALANCED (TALLER WALLS PER PLAN) REBAR PLACEMENT SEE DETAIL #2 ABOVE 4 "4p PERF. FOOTING DR TILE W/ CLOTH COVER (PER IRG R405.1) 4 CRUSHED STONE A MINIMUM OF 12" ON SIDE, 6" OVER PIPE 4 A MINIMUM 2" BELOW THE PERF. DRAIN 2x P.T. SILL X 1 O I 5 /, "X 10" ANCHOR BOLT W/ 3 "X3 "X 14" PLATE WASHERS 0 48" o.c. NO LESS THAN 4Y2" 4 NO MORE THAN 12" FROM EA. END SILL CORNER, JOINT, END, OPENING ETC. -7" MIN. EMBEDMENT INTO GONG. EXCEPT SHEAR WALLS - SEE SHEAR WALL NAILING SCHEDULE. #4 REBAR W "J" BAR #4 REBAR 0 16" O.G. HORIZONTAL #4 REBAR @ 48" O.G. VERTICAL 3" MIN. GLR. TYP. ALL FOOTINGS TO BEAR ON BEARING SOIL HALL GREATER THAN 4' -0" PER PLAN STI'; . FOUNVAT I ON OETA 1L- SCALE: N.T.S. INSLULATE PER WSEG., PER 1 RG R405.1.5 4 R405.1.5.1 TOP FLANGE JOIST HANGER PER PLAN SOLID BLOCKING BRO. WALL ABOVE TYP. HANDRAIL: GRIP I14" - 2" 4) PROJECTION FROM WALL NO LESS THAN II/2". OPEN RAIL: OPEN SPACE BETWEEN PICKETS SHALL BE LESS THAN 4" CLEAR - 2X4 STOP 2 -2X HEADER FLOOR JOIST 103/4" 341I NOSING 2 i/ y y FIREBLOCK STAIRS: ONCE IN TOP 4 BOTTOM OF RUN BETWEEN STRINGERS 4 ALONG RUN BETWEEN STUDS USABLE SPACE UNDER STAIRS TO BE I HR FIRE CONSTRUCTION 5/8" TYPE 'X' G.W.B. (TWO LAYERS AT STAIR CEILING) IR HANGER 1 3 2x12 ry STRINGERS Q 111 2X4 BLOCKING Z (FIRES—FOP) 1 FIREBLOCKS `O 3 1 STAIR i;ETAIL_ — TYPICAL I GRAIAILSFA IE SEE FOUNDATION PLAN FOR BEAM SIZE 4 POST SIZE / SPACING 10# FELT —N,k 6 MIL. POLY VAPOR BARRIER ALL REINFORCEMENT MUST BE TIED IN PLAGE FOR FOUNDATION INSPECITON SEE FOUNDATION PLAN FOR FTS. / FDN. SIZE ALL FOOTINGS TO BEAR ON BEARING SOIL JOISTS, SIZE AND SPACING PER PLAN, 2x4 GUSSET EA. SID) Z "SIMPSON" HGAMIO 1 POST TO GONG. - SCALE: N.T.S. REVIEWED FOR CODE COMPLIANCE APPROVED NOV 2 1 2011 City of Tukwila BUILDING DIVISION GARAGE 4" GONG. SLAB ON 4" GRANULAR BED SEE FOUNDATION PLAN FOR PAD SIZE ALL FOOTINGS TO BEAR ON BEARING SOIL TYPICAL, kMAL_L. SECTIONS SCALE: N.T.S. STAIR NOTES: RISER HEIGHT = 7 -5/411 MAX. TREAD DEPTH = I 0 II MIN. 2001 WSEG RESIDENTIAL PRESCRIPTIVE COMPLIANCE CHART CLIMATE ZONE I OPTION GLAZING AREA % OF FLOOR GLAZING U - FACTOR DOOR U- FACTOR CEILING VAULTED CEILING WALL ABOVE GRADE WALL INTE RIORALL BELOW GRADE W EXTERIOR BELOW GRADE FLOOR SLAB ON GRADE VERTICAL OVERHEAD ii 25% 0.32 .5 050 0.20 IR -49I0R R -38 ADV. R -38 R -21 + INS. HEADERS TB I R -IO R -30 R2 ' * FOR ALL DWELLINGS BETWEEN 1500 SOFT AND 5000 SO FT, I CREDIT 15 REQUIRED FROM TABLE 1 -1. OPTION la WILL BE USED FOR THIS DWELLING (HIGH EFFIGENGY HVAG EQUIPMENT) SAS FIRED FURNACE WITH MINIMUM AFUE OF 12% * HEATING DUCTS ARE NOT ALLOWED TO DISPLACE REQUIRED INSULATION WITHIN THE EXTERIOR WALLS, FLOORS, AND CEILINGS * DUCTS SHALL BE LEAK TESTED IN ACCORDANCE WITH RS -33, USING THE MAXIMUM DUCT LEAKAGE RATES SPECIFIED IN SECTION 503.10.3 * A WHOLE HOUSE AIR LEAKAGE TEST 15 REQUIRED 'l( 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 NASH, JONES ANDERSON GENERAL NOTES: 1. All construction per applicable codes and ordinances. 2001 IRG, I13C. -2001 WASHINGTON STATE ENERGY CODE 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 IBC. 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. Under all 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 guide and approved reports. 10. All metal connections to treated wood shall be at a minimum; triple zinc ZMAX (6185 per ASTM A653); Hot Dip Saivanze (ASTM A123 for connectors and ASTMI53 for fasteners and anchors. II. 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. GL I MAST I G AND GEOGRAPH I G DESIGN CRITERIA: TERMITE: DECAY: WINTER DESIGN TEMP: IGESHIELD REQUIRED: FLOOD HAZARDS: AIR FREEZING INDEX: MEAN ANNUAL TEMP: DESIGN DATA: SLIGHT TO MODERATE SLIGHT TO MODERATE 11° NO 2003 1112 FIRM 250 50 ROOF LOADS: FLOOR LOADS: DECK LOADS: LL 25 # /SF (SNOW) DL 15# /SF TOTAL 40 # /SF LL 40 # /SF DL 10 # /SF TOTAL 50 # /SF LL 60 # /SF DL 10 # /SF TOTAL 10 # /SF SOIL : 1500 PSF MINIMUM CONCRETE: 2500 P5I AFTER 28 DAYS (51/2 SACK MIX) -3000 P5I FOR EXTERIOR FOUNDATION WALLS, PORCHES, STEPS, AND OR GARAGE SLABS- AIR ENTRAINMENT IS BETWEEN 5 -1% (TABLE 402.2 IRG) MASONRY: STEEL : WOOD : NAILING : WIND: SEISMIC: WEATHERING PER 2001 IBC PER 2001 IBC (GRADE 40) PER 2001 IBC, PER 2001 IRG NAILING PER TABLE R602.3(I), 8802.10 85 MPH ZONE - DI V = see design Calculations(Wd1) POTENTIAL: MODERATE FROST LINE: 12" E.F.P.: 45 PSF 4" BEAM: DOUGLAS FIR #2 6 BEAM: fv = 85 fb = 815 PSI E = 1,600,000 4" POST: DOUGLAS FIR #2 6" POST: fv = 85 fb = 815 PSI E = 1,300,000 JOISTS 4 RAFTERS HEM FIR #2 STUDS: fv = 15 fb = 850 P51 E = 1 ,300,000 GLU -LAM BEAMS: fv = 165 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. I. SUBFLOOR: T4G PLYWOOD OR 055 APA RATED STUDD -I -FLOOR 16" 0.G., 3/4" WALL 4 ROOF SHEATHING: APA RATED SHEATING 24/16 1/16" FOOTING FOR : 8" WALL - 1 "x 15 FOOTING 18" BELOW GRADE #4 STUB STEEL - 48" o.c. VERT. UNLESS NOTED OTHERWISE IV-3z.5 CITY RECEIVED TUK WILA Nnu1t2011 PERMIT CENTER 12 V GA "Y SPATE RED` RE ITECT OMAS NASH OF WASHINGTON � - OG -0_, ..- Kirkland, WA-- '� NASH, JONES , 0[8055 -8111 IIII 4 ANDERSON lot (425) 828 -4111 0r 6x _-.4 tn —1 I- ILI 1 A A 4( y 0_ date: 07/01/10 permit: revisions: 11-01-11 drawn by: RO checked by: SHEET GI CITY RECEIVED TUK WILA Nnu1t2011 PERMIT CENTER