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HomeMy WebLinkAbout17917 82ND DR NE_BLD20120003_2026 FIA BUILDING INSPECTION REPORT G1K Y o� Permit No. Address: 17-717 kZtid OW Contractor: bl'wo2of ZING" Owner: y � 1d4& Date: o( / (��f Z APPROVAL PARTIAL APPROVAL ® VIOLATION CORRECTION REQUEST Corrections listed below MUST BE MADE before work can be approved Please contact inspector Was not able to perform inspection Call 360-435-0674 FOR RE-INSPECTION by 5:00 pm the day before L v l L /J /. Ole_ /e Inspector: Date: &-Lli ® Under-floor ® Framing ® Gas Piping ® Footing ® Drywall, nailing ® Consultation Foundation ®Shear Nailing ® Groundwork ® Mechanical ® Grid ® Struct. Slab ® Wood Stove ® Rough-in ® Final ® Masonry ® Drainage ® Insulation ® Other: i ".'t •fir '��:�I. • ( ,� ='I'• •.,' .. -E a ... •r AM BUILDING INSPECTION REPORT 'V YY O^ Permit No. 1 Z — ,�)��3 Address: /TV7 92' A/l 4/6 9�<r N `0 Contractor: 2 i- Owner: Date: / 2/ /Z APPROVAL [] PARTIAL APPROVAL fj VIOLATION ® CORRECTION REQUEST Corrections listed below MUST BE MADE before work can be approved Please contact inspector Was not able to perform inspection Call 360-435-0674 FOR RE-INSPECTION by 5:00 pm the day before _7o�.c-ems Inspector: a Date: IL3 Z;7, ® Under-floor ® Framing ® Gas Piping A Footing ® Drywall, nailing ® Consultation ® Foundation ®Shear Nailing ® Groundwork ® Mechanical ®Grid ® Struct. Slab ® Wood Stove ® Rough-in ® Final ® Masonry ® Drainage ® Insulation 13 Other: 1 .F•tz /i i�J' ..• •1;Zi .'1'.f ii (7 S 1' ��• i i CITY OF ARLINGTON 238 N. OLYMPIC AVE.-ARLINGTON,WA. 98223 PHONE: (360)403-3421 BUILDING PERMIT Address: 17917 82ND DR NE,ARLINGTON Permit#:BLD20120003 Parcel#: 01047900006800 Valuation:$263,000.00 OWNER APPLICANT CONTRACTOR ENCORE HOMES,INC ENCORE HOMES,INC ENCORE HOMES,INC KEITH HOYER KEITH HOYER KEITH HOYER 1801 GROVE STREET,UNIT B 1901 GROVE STREET,UNIT B 1801 GROVE STREET,UNIT B MARYSVILLE,WA 98270 MARYSVILLE,WA 98270 MARYSVILLE,WA 98270 KEITH r(`r ENCOREHOMESINC.COM KEITH rr ENCOREHOMESINC.COM Lie#: Exp: PLUMBING CONTRACTOR MECWANWAL CONTRACTOR SOUNDVIEW PLUMBING SOUNDVIEW PLUMBING 5917 195TH ST NE 43 ARLINGTON,WA 98223 Lie#:SOUNDVP033NF Exp:6/13/2013 Lie#: Exp: JOB DESCRIPTION SINGLE FAMILY RESIDENCE PERMIT TYPE: Residential PERMIT GROUP: Single Family Residence New STORIES: 2 CONST TYPE: V-B DWELLING UNITS: 1 OCC GROUP: R-3 CODE: 2009 IRC OCC LOAD: N/A PERMIT APPROVAL I AGREE TO COMPLY WITH CITY AND STATE LAWS REGULATING CONSTRUCTION AND IN DOING THE WORK AUTHORIZED THEREBY,NO PERSON WILL BE EMPLOYED IN VIOLATION OF THE LABOR CODE OF THE STATE OF WASHINGTON RELATING TO WORKMEN'S COMPENSATION INSURANCE AND RCW 18:27. THIS APPLICATION IS NOT A PERMIT UNTIL SIGNED BY THE BUILDING OFFICIAL OR HIS/HER DEPUTY AND ALL FEES ARE PAID. IT IS UNLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTURE UNTIL A FINAL INSPECTION HAS BEEN MADE AND APPROVAL OR A CERTIFICATE OF OCCUPANCY HAS BEEN GRANTED.IBC 1 10/IRC 1 10. SALES TAX NOTICE: Sales tax relating to construction and construction materials in the City of Arlington must be reported on your sales tax return form and coded f Arlington#3101.Cite ignature Print Name Da a Rele sed Pyete ARCHIVE APPLICANT ASSESSOR OTHER ti. 4 BLD20120003 CONDT7`tON'S THIS PERMIT AUTHORIZES ONLY THE WORK NOTED.THIS PERMIT COVERS WORK TO BE DONE ON PRIVATE PROPERTY ONLY.ANY CONSTRUCTION ON THE PUBLIC DOMAIN(CURBS,SIDEWALKS,DRIVEWAYS,MARQUEES,ETC.)WILL REQUIRE SEPARATE PERMISSION. • Per E.A.-WATER • Replace the brass fitting on the tail peace. PERMIT FEES Date Description Fee Ainonnt Paid Balance Due 1/18/2012 Plumbing.:Permit Fee $217.00 $0.00 $217.00 1/18/2012 Mechanical Permit Fee $75.00 $0.00 $75.00 1/18/2012 Building Permit Fee(QTY: 1) $2,442.94 $0.00 $2,442.94 1/18/2012 Building Plan Check Fee(QTY: 1) $1,587.91 $0.00 $1,587.91 1/18/2012 State Building Code Surcharge(QTY: 1) $4.50 $0.00 $4.50 Total Due: $4,327.35 $0.00 $4,327.35 CALL FOR INSPECTIONS BUILDING/ENGINEERING/PARKS/UTILITIES/FINAL(360)435-0674 FIRE(360)403-3607 When calling for an inspection please leave the following information: Permit Number,Job Site Address,Type of Inspection being requested,Contact Name and Phone Number,Date Prefereed,and whether you prefer morning or afternoon. • None BLD20120003 (PT-LIVE) - Per*niitTrax by Bitco Software Page 1 of 1 T. BUILDING PERMIT PERMIT#: BLD20120003 OWNER: ENCORE HOMES INC-JOHNSON, DB STATUS:APPLIED ADDRESS: 17917 82ND DR NE,ARLINGTON BALANCE: $0.00 ISSUED: CREATED: 1/3/2012 SCREENS: Select Screen... - FUNCTIONS: Select Permit Function... SINGLE FAMILY RESIDENCE NEW REVIEWS PRINT ADD NEW SUMMARY REVI.. DESCRIPTION ASSIGNE... DUE DATE LAST (#) REQ?DO... ASSIGN REMOVE 2000 C-Building I CYOUNG 1/12/2012 0 Y N Assign Remove 2008 C-Community Development I BFECHT 1/12/2012 0 Y N Assign Remove http://coaweb2.arlington.local/PertnitTrax/Module Permits/Permits—Permit/Permit Review... 1/5/2012 RESIDENTIAL PERMIT SUBMITTAL Department of Community Development City of Arlington • 238 N Olympic Ave. •Arlington,WA 98223 • Phone(360)403 3551 •FAX(360)403 3418 THIS APPLICATION TO BE USED FOR ONE AND TWO DWELLING UNITS RESIDENTIAL STRUCTURES. THIS APPLICATION MUST BE ACCOMPANIED BY TWO(2) SETS OF CONSTRUCTION DRAWINGS, TWO(2) ACCURATE,FULLY DIMENSIONED PLOT PLANS AND ONE(1)CROSS CONNECTION CONTROL SURVEY(if adding plumbing). TYPE OF PERMIT: ED Residential Addition Residential Alteration Also Including: ED Plumbing 0 Mechanical Project Address: C 01 11 ?Z n p 'P�' FK Parcel ID#: 0104790000 9 00 Lot#: ( Subdivision: Magnolia Meadows Project Description: New Single Family Residence Valuation: Owner: Encore Homes,Inc. Phone Number: (360)659-1579 Address: 1801 Grove St.unit B City: Marysville State: WA Zip Code: 98270 Contact Person:Keith Hoyer Phone Number: (360)659-1579 Cell Phone: (425)220-5223 Fax: (360)659-3394 E-mail: keith@encorehomesinc.com Address: same as owner City: State: Zip Code: Building Area(Sq Ft): 13t Floor: 1331 2nd Floor: 1059 3rd floor: Deck: Garage/Carport: Basement: Project Valuation: �j29 Contractor: Encore Homes, Inc Phone Number: (360)659-1579 Address: 1801 Grove St.unit B City. Marysville State: WA Zip Code: 98270 Contractor's License Number: ENCORHI914NS Expiration: 8n3 Plumbing Contractor-Soundview Plumbing Phone Number: (360)658-99005917 Address: 5917 195th St.N.E.3 City: Arlington State: WA Zip Code: 98223 Contractor's License Number: SoundVP033NF Expiration Mechanical Contractor: Phone Number: Address: City: State: Zip Code: Contractor's License Number: Expiration. I hereby certify that the above information is correct and that the construction on, and the occupancy and the use of the above- described property will be i accordance with the laws, rules and regulation of the State of Washington. 9/26/11 DECEIVED A icants Signature Date Keith Hoyer D E C 16 2 011 Print Applicants Name COA PERMIT CENTER nn FOR STAFF USE ONLY Permit# Accepted By Amount Received Receipt# Date Received i RESIDENTIAL PERMIT SUBMITTAL Department of Community Development City of Arlington • 238 N Olympic Ave. •Arlington,WA 98223 • Phone(360)403 3551 • FAX(360)403 3418 Number of Plumbing Fixtures (Including Rough Ins Plumbing Fixtures Accessory Main Unit#X Total Fixture Total Number Fixtures Dwelling Unit Residence Multiplier Units Bar Sink X 1.0 = Bathtub or Combination Bath/Shower 2 X 4.0 = 8 Clotheswasher 1 X 4.0 = 4 Dishwasher 1 X 1.5 = 1.5 Hose Bibb 2 X 2.5 = 5 Kitchen Sink 1 X 1.5 = 3 Laundry Sink X 1.5 = Lavatory(Bathroom Sink) 4 X 1.0 = 4 Shower(Stand Alone)Each Head 1 X 2.0 = 2 Water Closet(Toilet) 3 X 2.5 = 7.5 Whirlpool Bath or Combination X 4.0 = Bath/Shower Water Heater 1 Other Total Fixture 35 Units Traps(other than above Hems) Column Totals 16 Estimated Project Valuation Building Square Footage 2390 1st Floor 1331 2nd Floor 1059 3rd Floor Basement Deck Garage 429 Water Supply Piping A. Fixture Units:Number of Fixtures X Fixture Units=Total Fixture Units B. Distance from meter to most remote outlet: 80 feet. C. Difference in elevation between meter and highest fixture: 12' feet above meter or feet below meter D. Pressure in street main: psi. (Measure with gauge or check with Water Department) I hereby certify that the above information is correct and that the construction on, and the occupancy and the use of the above- described property will be n accordance with the laws,rules and regulation of the State of Washington. 9/26/11 Ap scants Signature Date 8 �l RESIDENTIAL PERMIT SUBMITTAL Department of Community Development City of Arlington•238 N Olympic Ave. •Arlington,WA 98223 • Phone(360)403 3551 • FAX(360)403 3418 The building permit does not include any mechanical, electrical or plumbing work. These permits are issued separately. These permits require a separate permit application. To ensure that you have the most current information, please contact the City of Arlington Permit Center at (360)403 3551 or by email to Permit Center. Applications delivered by courier or mail will not be accepted. Incomplete applications will not be accepted. 1 acknowledge that all items designated as submittal requirements must accompany my Building Permit Application to be considered a complete submittal. Signature: �) Date: 9/26/11 OwnerlcVmees Representative Company: Phone: (360)659-1579 6 RESIDENTIAL PERMIT SUBMITTAL Department of Community Development City of Arlington• 238 N Olympic Ave. •Arlington,WA 98223 • Phone(360)403 3551 •FAX(360)403 3418 CROSS CONNECTION SURVEY FORM Forward to Utilities Division for Review Type of Residence: ❑✓ Single-Family ❑ Duplex ❑ Other The Rules and Regulations of the State of Washington Department of Health require that certain premises install backflow prevention assemblies(WAC 246.290.490). Backflow prevention assemblies shall be installed at any premise where, in the judgment of the City of Arlington Cross Control Specialist,the nature of activities on the premises may pose a hazard to the public water system. Type of Permit: 0 New Residential QD Addition/Alteration Project Description:New Single Family Residence Project Address: 119 n &Z a Z�. N 8 Parcel ID#: 0104790000 6 A 00 Owner: Encore Homes, Inc. Phone Number: (360)659-1579 Address: 1801 Grove St. Unit B City: Marysville State: WA Zip Code: 98270 Contact Person: Keith Hoyer Phone Number: (360)659-1579 Cell Phone: (425)220-5223 Fax: (360)659-3394 E-mail: keith@encorehomesinc.com same as owner Address: City: State: Zip Code: Appliances permanently connected to water service may require Cross-Connection-Control (check all that apply) ❑ Fire Sprinkler System ❑ Medical Equipment ❑ Lawn Sprinkler System ❑ Livestock Drinking Tanks ❑ Decorative Pond/Fountain ❑ Private Well ❑ Hot Tub ❑ Re-circulating Heating System ❑ Swimming Pool ❑ Other Authorized Signature: Date: 9/26/11 For Office Use Only Date Received: Survey Received By: Assembly Required: ❑ DCVA ❑ RPBA ❑ AVB ❑ Other REC'EIV D Inspection Required: YES ❑ NO ❑ LIEU I ri ZO 1 TER Impervious Surface: Site Information: House w/O.H.: Sq. Ft. 17917 82"d Dr. N.E. Driveway/Walkway: Sq. Ft. Arlington, WA Total: Sq. Ft. Parcel #:01047900006800 Unit Size: 8,217 SY Notes: Legal: Magnolia Meadows, Div1, Phase 2 Lot 68 1. Downspouts to plat system Job #: 2. Stockpile to be covered within 24 hours. Plan: 3. Entire site to be disturbed 4. Silt Fence as needed 5. Denuded soils to be straw covered. 6. Armored Construction Entrance. N 7. Parking pad concrete / driveway gravel Setback Notes: 0 ft. 12 ft. 20 ft. 40 ft. Lot Coverage <35% Area in front setback <40% impervious Front Setback 20' Side / Rear Setback 5' i Ht. 35' No Overhangs in Easement Areas Property to Rebar Set 1' from actual Corner U.N.O A �asfs Corner (true corner closer to road) �$ 0 �j LOT 68 0 j 71308 SQ. FT. ° L U 0 N-3 LO 34'5" 00 U? bo m m rne O 'S , A -- ag�olia�°a pea"LS cr_ M cap St -- pg.7 9 a� -� RECEIVED DEC 16 2011 COA PERMIT CENTER zoti<<,ZX a d Encore Homes, Inc 1801 Grove St. Unit B Marysville, WA 98270 (360) 659-1579 Contact: Keith Hoyer � ` 1, 2390 ' RESIDENTIAL PERMIT ' SUBMITTAL Department of Community Development City of Arlington• 238 N Olympic Ave. •Arlington,WA 98223 • Phone(360)403 3551 • FAX(360)403 3418 Please use this checklist to ensure that all necessary information is provided for review of your project. ✓� One (1) completed Single Family Residential Building Permits Application �✓ _ Two (2) accurate fully dimensioned plot plans ✓� Two (2) sets of construction drawings _ ✓� Two (2) sets of engineered drawings and calculations (If required) F-1 _ Health Department approval of septic system Verification of Water and Sewer Availability from City of Marysville (if applicable) APPLICATIONS ARE ONLY CONSIDERED COMPLETE IF ALL INFORMATION REQUESTED ON FORMS IS FILLED IN. 1 1 RESIDENTIAL PERMIT SUBMITTAL Department of Community Development City of Arlington • 238 N Olympic Ave. •Arlington,WA 98223 • Phone(360)403 3551 • FAX(360)403 3418 A. FEES DUE AT TIME OF PERMIT APPLICATION The following non-refundable fees will be collected at the time of application for all residential projects. 1. Building Plan Check Fee B. CODES The City of Arlington currently enforces the following: International Codes 1. 2009 International Building Code (IBC) 2. 2009 International Residential Code (IRC) 3. 2009 International Mechanical Code (IMC) 4. 2009 International Fuel Gas Code (IFGC) 5. 2009 International Fire Code (IFC) 6. 2009 Uniform Plumbing Code (UPC) 7. 2009 International Property Maintenance Code (IPMC) 8. 2003 Accessible & Usable Buildings and Facilities (ICC/ANSI 1417.1) Washington State Amendments 1. WAC 51-50 Washington State Building Code 2. WAC 51-51 Washington State Residential Code 3. WAC 51-52 Washington State Mechanical Code 4. WAC 51-54 Washington State Fire Code 5. WAC 51-56 & 51-57 Washington State Plumbing Code and Standards 6. WAC 51-11 Washington State Energy Code 7. WAC 51-13 Washington State Ventilation and Indoor Air Quality Code 8. WAC 296-46B Electrical Safety Standards, Administration, and Installation C. CITY OF ARLINGTON DESIGN REQUIREMENTS Design Wind Speed: 85 miles per hour(Exposure C) Ground Snow Load: 25 pounds per square foot Seismic Zone: D2 Rainfall: 2 inches per hour for roof drainage design. Frost Line Depth: 12 inches Soil Bearing Capacity: 1,500 psf unless a Geo-Technical Report is provided. D. PLANS AND DRAWINGS Submit two (2) complete sets of drawings and plans. Drawings and plans must be submitted on minimum 18"X 24", or maximum 30" X 42" paper. All sheets are to be the same size and sequentially labeled. Plans are required to be clearly legible, with scaled dimensions, in indelible ink, blue line, or other professional media. Plans will not be accepted that are marked preliminary or not for construction, that 2 RESIDENTIAL PERMIT SUBMITTAL Department of Community Development City of Arlington • 238 N Olympic Ave. •Arlington,WA 98223 • Phone(360)403 3551 • FAX(360)403 3418 have red lines, cut and paste details or those that have been altered after the design professional has signed the plans. Please Note: A separate submittal of plans is required for each building or structure. DETAILED SUBMITTAL REQUIREMENTS Mario each box to designate that the information has been provided. Please submit this checklist as part of your submittal documents A. ❑✓ SITE PLAN — REQUIRED WITH ALL SUBMITTALS 1 Two (2) complete sets of plans on 8.5" X 11" paper which reflect all of the information noted in the Site Improvement and Drainage Plan Requirements for Residential Construction. B. ❑✓ FOUNDATION PLAN (Minimum '/4" Scale) 1. Show north direction 2. Indicate front street (and side street if comer lot). 3. show the location and dimension to all property lines. 4. Show the location for existing and/or proposed easements 5. Provide the scale for the drawing. 6. Show outline of foundation with section cuts and dimensions; include maximum wall heights and all connections. 7. Provide the location and size of all beams, posts, interior footings and thickened footings within slabs with their dimensions and connections. 8. Provide detail of step down foundation and footings with required reinforcing steel. 9. Show spacing of anchor bolts, location, and type of hold down fasteners to the foundation. lo. Retaining walls. 1 1. Show the location and size of all crawl space vents and the crawl space access with size and location. 12. Show footing depth below grade and show the clearance between grade and sill plate. 13. Show the floor joist size, spacing, direction, support, connections and blocking. 14. Show all floor insulation. 15. Label any space within the foundation (i.e. basement, garage, storage room, etc.) Note! Arlington is in seismic design category D2 which requires that foundations with stem walls have a minimum#4 rebar at top and minimum#4 rebar at bottom of footing. C. FLOOR PLAN (Minimum '/4" Scale) 1. Indicate the dimensions of all areas and the use of each room. Include fixed cabinet, counter or island facilities. 2. Show all roof, floor or deck joist size, spacing, direction, support, connections. Blocking, etc. 3. Show the location of exhaust fans, smoke detectors, hot water heater, heating units, plumbing fixtures and any other mechanical equipment. 4. Show the location of the attic and/or crawl space access. 5. Include all exterior decks on your floor plan, with necessary structural details and attachment to the house. 3 i ' RESIDENTIAL PERMIT SUBMITTAL Department of Community Development City of Arlington• 238 N Olympic Ave. •Arlington,WA 98223 • Phone(360) 403 3551 • FAX(360)403 3418 Note! The 2009 International Residential Code requires smoke detectors at each level of the home and in all rooms that can be used for sleeping. All smoke alarms shall be listed and installed in accordance with the IRC and provisions of NFPA72. D. ❑✓ ARCHITECTURAL CROSS SECTIONS & DETAILS (Minimum '/4" Scale) 1. Show a typical roof section with all materials labeled; indicate size and spacing of all members; include all dimensions, venting, insulation and connections 2. Show a typical foundation and floor section with all material labeled; indicate size and spacing of all members; include all dimensions, venting, insulation and connections. 3. Show a typical wall section with all materials labeled; indicate size and spacing of all members and insulation values. 4. Show all connection details, including post-beam, post-footing, collar tie, etc. 5. Provide the dimensions for all stairs, with details showing rise, run, headroom and handrails per Section R311 of 2006 International Residential Code. Guards require intermediate rails to be less than 4" apart; handrails are to be 34" to 38"from nose of the tread and to be returned. Show any fire blocking, landing sizes. Specify one-hour fire resistive construction for any usable space under the stairs. 6. Show a section detail for any fireplace, including the hearth and hearth extension. Include dimensions, materials, clearance from combustibles, height above roof, reinforcing, seismic anchorage and foundation details. E. ❑✓ STRUCTURAL NOTES 1. Specify all design load values, including dead, live snow, wind, lateral retaining wall pressures and soil bearing values. 2. Specify minimum design concrete strength, concrete sack mix and reinforcing bar grade. 3. Specify the grade and species of all framing lumber. 4. Specify the combination symbol (strength) of all GLU-LAM beams. 5. Specify all metal connectors, including joist hangers, clips, post caps, post bases, etc. 6. Provide details showing the complete load path transfer at roof perimeter, interior shear walls, cantilevered floors, off-set shear walls and ceiling diaphragm to shear walls (if used). 7. Provide a shear wall schedule noting nail spacing, blocking, bolts, top and bottom plat nailing. 8. Locate all hold down straps on the drawings. F. ❑✓ STRUCTURAL CALCULATIONS 1. Provide two (2) sets of structural calculations if prepared by an engineer or architect registered with the State of Washington. (Not required if using Prescriptive Design Approach from the IRC/IBC.) G. ❑✓ ELEVATIONS 1. Show elevations views of each side of the structure; provide finished floor level for each floor. 2. Show existing and proposed grades. 3. Show the maximum building height. 4. Show the maximum site slope. 5. Show all roof overhangs and any chimney clearances from the roof. 4 i RESIDENTIAL PERMIT r SUBMITTAL Department of Community Development City of Arlington• 238 N Olympic Ave. •Arlington,WA 98223 • Phone(360)403 3551 •FAX(360)403 3418 6. Indicate the pitch of the roof. H. ❑✓ DOORS &WINDOWS 1. Show size and type of all doors. 2. Show the door size, type and closure device for doors between the garage and dwelling. 3. Show all window sizes and openable areas. 4. Show all sleeping room egress window locations, sill heights, methods of opening, dimension of openable area and clear open space. 5. Show size and type of all skylights. I. F7 WASHINGTON STATE ENERGY CODE 1. Provide one (1) copy of the WSEC &VIAQ Residential Prescriptive Compliance Form. 2. Show the insulation R values on the floor plan drawings and glazing class of all windows and skylights. 5 ZON20120002 (PT-LIVE) - PermitTrax by Bitco Software Page 1 of 1 i DEVLPMNT REVIEW COMMITTEE PERMIT#: ZON20120002 OWNER: ENCORE HOMES INC-JOHNSON, DB STATUS:APPLIED U ADDRESS: 17917 82ND DR NE,ARLINGTON BALANCE: $0.00 -� ISSUED: CREATED: 1/3/2012 SCREENS: Select Screen. . FUNCTIONS: Select Permit Function... -BLD REVIEWS PRINT ADD NEW SUMMARY REVI.. DESCRIPTION ASSIGNE... DUE DATE LAST (#) REQ?DO... ASSIGN REMOVE ~ 1002 P-Engineering I MHAYES 1/6/2012 0 Y N Assign Remove 1014 P-Public Works I LTAYLOR 1/6/2012 0 Y N Assign Remove 1016 P-Public Works II LPETER... 1/6/2012 0 Y N Assign Remove 1020 P-Sewer FRAPEL... 1/6/2012 0 Y N Assign Remove 1026 P-Utilities Fees RSHEPA... 1/6/2012 0 Y N Assign Remove 1028 P-Water EANDER... 1/6/2012 0 Y N Assign Remove 2000 C-Building I CYOUNG 1/6/2012 0 Y N Assign Remove 2008 C-Community Development I BFECHT 1/6/2012 0 Y N Assign Remove 2012 C-Natural Resources BBLAKE 1/6/2012 0 Y N Assign Remove 2014 C-Planning I THALL 1/6/2012 0 Y N Assign Remove http://coaweb2.arlington.local/PermitTrax/Module_Permits/Permits_Permit/Permit Review... 1/3/2012 1 RESIDENTIAL SUBMITTAL REQUIREMENTS Department of Community Development City of Arlington• 238 N Olympic Ave. •Arlington,WA 98223•Phone(360)403 3551 • FAX(360)403 3418 ZONING VERIFICATION APPLICATION 72 hour turnaround Date: 9/26/11 Address: 1601 Grove St.Unit B Plat: Magnolia Meadows Division 1,Phase 2 Owner/Applicant: Encore Homes,Inc. Signature: L Verification of accuracy and agreement to follow the City of Arlington Municipal Code Phone: (h) 360 659-1579 (C) (425)220-5223 1. Please check one: U a. Single-family dwelling ✓� b. Duplex Ek C.Addition [ZI d. Accessory structure 2. Proposed Dimensions: W) L) H) <35' Total SF) 3. Allowed Lot Coverage:Total Lot Size SF x 35% _ W SF 4. Actual Lot Coverage: (SF of all structures) 1�DD - -713D (lot size) = 2 % (This square footage should include the footprint area of all structures on the property including: house, garages, sheds, covered patios, and decks permitted by the building code) 5. Septic Tank? If so please provide Snohomish County Health Department approval and indicate on site plan. 6. How many trees greater than 12" diameter to be removed? 0 If any please indicate on site plan. 7. Describe Proposal (include cross street): New single Family Residence OFFICIAL USE ONLY PROPERTY ZONED APPROVED F71 _ DENIED_F71 DATE Ca onJ w a DEC i tl)' 7Uil COA PERMIT CENTER DIV-2,,yt vUG Z IMpervious Surface: Site Information. House w/O.H.: Sq. Ft. 17917 82"d Dr. N.E. Driveway/Walkway: Sq. Ft. Arlington, WA Total: Sq. Ft. Parcel #:01047900006800 Unit Size: 8,217 S.F Notes: Legal: Magnolia Meadows, Div1, Phase 2 Lot 68 1. Downspouts to plat system Job #: 2. Stockpile to be covered within 24 hours. Plan: 3. Entire site to be disturbed 4. Silt Fence as needed 5. Denuded soils to be straw covered. 6. Armored Construction Entrance. N 7. Parking pad concrete / driveway gravel 0 ft. 12 ft. 20 ft. 40 ft. Setback Notes: Lot Coverage <35% Area in front setback <40% impervious Front Setback 20' Side/ Rear Setback 5' Ht. 35' No Overhangs in Easement Areas Property to Rebar Set 1' from actual Corner U.N.O A 'ast's Corner (true corner closer to road) LC""T 68 0 O 71308 SQ. FT. o -� cU s o d � da 34'5" 0000 v, CID C°cnefs a U, - - ____ - - N1a9�°��a Stamped �S .'791 have cap RECEIVED DEC 16 2011 COA PERMIT CENTER '/Ij 2-0 vC) Encore Homes, Inc 1801 Grove St. Unit B Marysville, WA 98270 (360) 659-1579 Contact: Keith H�oy:e:r] BLD20120003 (PT-LIVE) - Per tTrax by Bitco Software Page 1 of 1 BUILDING PERMIT PERMIT#: BLD20120003 OWNER: ENCORE HOMES INC-JOHNSON, DB STATUS:APPLIED �-' ADDRESS: 17917 82ND DR NE,ARLINGTON BALANCE:$0.00 "' ISSUED: CREATED: 1/3/2012 SCREENS: Select Screen... FUNCTIONS:.Select Permit Function... SINGLE FAMILY RESIDENCE NEW REVIEWS PRINT ADD NEW SUMMARY F REVI.. DESCRIPTION ASSIGNE... DUE DATE LAST (#) REQ?DO... ASSIGN REMOVE 2000 C-Building I CYOUNG 1/12/2012; 0 Y N Assign Remove 2008 C-Community Development I BFECHT 1/12/2012 0 Y N Assign Remove http://coaweb2.arlington.local/PermitTrax/Module_Permits/Permits_Pennit/Permit Review... 1/5/2012 ZON20120002 (PT-LIVE) - PermitTrax by Bitco Software Page 1 of 1 DEVLPMNT REVIEW COMMITTEE PERMIT#: ZON20120002 OWNER: ENCORE HOMES INC-JOHNSON, DB STATUS:APPLIED ~ ADDRESS: 17917 82ND DR NE,ARLINGTON BALANCE: $0.00 t 1 ISSUED: CREATED: 1/3/2012 . t SCREENS: Select Screen... FUNCTIONS: Select Permit Function... -BLD REVIEWS PRINT ADD NEW SUMMARY REVI.. DESCRIPTION ASSIGNE... DUE DATE LAST (#) REQ?DO... ASSIGN REMOVE 1002 P-Engineering I MHAYES 1/6/2012 0 Y N Assign Remove 1014 P-Public Works I LTAYLOR 1/6/2012 0 Y N Assign Remove 1016 P-Public Works II LPETER .. 1/6/2012 0 Y N Assign Remove 1020 P-Sewer FRAPEL... 1/6/2012 0 Y N Assign Remove 1026 P-Utilities Fees RSHEPA.. 1/6/2012 0 Y N Assign Remove 1028 P-Water EANDER... 1/6/2012 0 z Y N Assign Remove 2000 C-Building I CYOUNG 1/6/2012 0 Y N Assign Remove 2008 C-Community Development I BFECHT 1/6/2012: 0 Y N Assign Remove 2012 C-Natural Resources BBLAKE 1/6/2012. 0 Y N Assign Remove 2014 C-Planning I THALL 1/6/2012 0 Y N Assign Remove http://coaweb2.arlington.local/PermitTrax/Module_Permits/Permits Permit/Permit Review... 1/3/2012 CITEOF ARLINGTON 2 �1 3i N. •LYMPIC AVE.-ARLINGTON,WA. 98223 PHONE: (360)403-3421 BUILDING PERMIT Address: 17917 82ND DR NE,ARLINGTON Permit#:BLD20120039 Parcel#:01047900006800 Valuation:$0.00 OANWER APPLICANT CONTRACTOR ENCORE HOMES,INC ENCORE HOMES,INC ENCORE HOMES,INC KEITH HOYER KEITH HOYER KEITH HOYER 1801 GROVE STREET,UNIT B 1801 GROVE STREET,UNIT B 1801 GROVE STREET,UNIT B MARYSVILLE,WA 98270 MARYSVILLE,WA 98270 MARYSVILLE,WA 98270 Lie#: Exp: PLUMBING CONTRACTOR MECHANICAL CONTRACTOR ENCORE HOMES,INC KEITH HOYER 1801 GROVE STREET,UNIT B MARYSVILLE,WA 98270 Lie#: Exp: Lie#: Exp: JOB DESCRIPTION Gas Appliances PERMIT TYPE: Residential PERMIT GROUP: Mechanical/Solar STORIES: 0 CONST TYPE: DWELLING UNITS: 0 OCC GROUP: CODE: OCC LOAD: PERMIT APPROVAL ` I AGREE TO COMPLY WITH CITY AND STATE LAWS REGULATING CONSTRUCTION AND IN DOING THE WORK AUTHORIZED THEREBY,NO PERSON WILL BE EMPLOYED IN VIOLATION OF THE LABOR CODE OF THE STATE OF WASHINGTON RELATING TO WORKMEN'S COMPENSATION INSURANCE AND RCW 19:27. THIS APPLICATION IS NOT A PERMIT UNTIL SIGNED BY THE BUILDING OFFICIAL OR HIS/HER DEPUTY AND ALL FEES ARE PAID. IT IS UNLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTURE UNTIL A FINAL INSPECTION HAS BEEN MADE AND APPROVAL OR A CERTIFICATE OF OCCUPANCY HAS BEEN GRANTED.IBC 110/IRC110. SALES TAX NOTICE: Sales tax relating to construction and construction materials in the City of Arlington must be reported on your sales tax return form and coded City of Arlington#3101. ignature Print Name I Date Rel ased By Date ARCHIVE APPLICANT ASSESSOR OTHER BLD20120039 CONDITIONS THIS PERMIT AUTHORIZES ONLY THE WORK NOTED.THIS PERMIT COVERS WORK TO BE DONE ON PRIVATE PROPERTY ONLY.ANY CONSTRUCTION ON THE PUBLIC DOMAIN(CURETS,SIDEWALKS,DRIVEWAYS,MARQUEES,ETC.)WILL REQUIRE SEPARATE PERMISSION. • Must provide 1 energy credit at mechanical inspection. • Plans reviewed per the prescriptive path.Duct test required at 143cfm. • See attached. PERMIT FEES Date Description Fee Amount Paid Balance Due 1/23/2012 Mechanical Permit Fee $60.00 $0.00 $60.00 Total Due: $60.00 $0.00 $60.00 CALL FOR INSPECTIONS BUILDING/ENGINEERING/PARKS/UTILITIES/FINAL(360)435-0674 FIRE(360)403-3607 When calling for an inspection please leave the following information: Permit Number,Job Site Address,Type of Inspection being requested,Contact Name and Phone Number,Date Prefereed,and whether you prefer morning or afternoon. • None BLD20120039 (Y-1--LIVE) - YermitTrax by Biteo Software Page 1 of 1 Lt�- 2�- Ui3 BUILDING PERMIT PERMIT#: BLD20120039 OWNER: ENCORE HOMES, INC - HOYER, KEI... STATUS:APPLIED I!' \4 ADDRESS: 17917 82ND DR NE,ARLINGTON BALANCE: $0.00 1 ISSUED: CREATED: 1/23/2012 SCREENS: Select Screen... FUNCTIONS: Select Permit Function... ..........._. ........ MECHANICAL/SOLAR REVIEWS PRINT ADD NEW SUMMARY REVI.. (_DESCRIPTION __ JASSIGNE..�DUE DATE I LAST ! (#) REQ?IDO...l ASSIGN REMOVE 1002 P-Engineering I LPETER... 1/30/2012 0 Y N Assign Remove 2000 C-Building I CYOUNG 1/30/2012 0 Y N Assign Remove L http://coaweb2.arlington.local/PerrnitTrax/Module_Permits/Permits_Permit/Permit Revie... 1/23/2012 _ �} 4 � �� RESIDENTIAL MECHANICAL ' PERMIT APPLICATION r Department of Community Development City of Arlington• 238 N Olympic Ave. •Arlington,WA 98223•Phone(360)403 3551 • FAX(360)403 3418 Use this checklist to ensure that all necessary information is provided for review of your project. Please be advised that the 2009 WA State Energy Code is now the current code used to review your submittal. Requirements for Submittal (Complete for Change-Out Only * �: ❑✓ Completed residential mechanical permit application* ❑ Mechanical Appliance cut sheets* Heating and Cooling design loads (WSEC Prescriptive Compliance Worksheet) www.energy.wsu.edu/BuildingEfficiency/EnergyCode.asox Q Appliance location and distribution details, including gas piping info Required Inspections/Tests: ❑✓ Rough-in mechanical and Gas pressure piping 0✓ Duct Leakage Test by a Qualified Technician (see exceptions) ❑ Building Air Leakage Test (new construction only) Exception 1: Duct testing is not required if the air handler and all ducts are located within the conditioned space. Exception 2e Duct testing is not required if the furnace is a nondirect vent type combustion appliance and is installed in unconditioned space with a maximum of six feet connected ductwork in the unconditioned space. 24-hour notice of Request for Inspection Call the 24-hour inspection line at 360-435-0674 " � 1 APPLICATIONS ARE CONSIDERED COMPLETE IF ALL INFORMAViba 3 2012 REQUESTED ON FORMS IS FILLED IN. COA Engineering Dept Wf, 60�)20�2. 3 s1, i 1 RESIDENTIAL MECHANICAL PERMIT APPLICATION Department of Community Development City of Arlington• 238 N Olympic Ave. •Arlington,WA 98223•Phone(360)403 3551 • FAX(360)403 3418 THIS APPLICATION MUST BE ACCOMPANIED BY TWO(2)SETS OF CONSTRUCTION DRAWINGS, TWO(2)SETS OF SPECIFICATION SHEETS AND TWO(2)SETS OF WASHINGTON STATE ENERGY CODE(if applicable). Project Valuation: Proi ect Address: T1 Dr• J c: Parcel ID#: 0104790000_00 Lot#: 6,3 Subdivision: Magnolia Meadows,Phase 1,Division 2 Project Description: New Single Family Residence Owner: Encore Homes,Inc. Phone Number: (360)659-1579 Address: City: Arlington State: WA Zip Code: 98223 Contact Person:Keith Hoyer Phone Number: Cell Phone: Fax: (360)659-3394 E-mail: keith@encorehomesinc.com Address: City: State: Zip Code: Please List quantity of fixtures below: + FURNACE UP TO 100K BTU CLOTHES DRYER 3 GAS OUTLETS FURNACE OVER 100K FLOOR FURNACE USPENDED HTR/UNIT HTR BOILER UP TO 3 HP APPLIANCE REPAIR LID-FUEL APPLIANCE BOILER UP TO 4-15 HP HANDLING UP TO 10K CFM EPLACE INSERT BOILER UP TO 16-30 HPaIREESTANDING HANDLING OVER 1OK CFMC��IENTILATION SYSTEM HEAT PUMP NTILATION FANS OTHER + VENT HOOD MESTIC INCINERATOR ALL OTHER UNITS STOVE Contractor: Encore Homes,Inc. Phone Number: Address: City: State: Zip Code: Contractor's License Number: Encorhi914ns Expiration: I hereby certify that the above information is correct and that the construction on, and the occupancy and the use of the above- described property will be in accordance with the laws,rules and regulation of the State of Washington. A plicants Signature Date Keith Hoyer Print Applicants Name FOR STAFF USE ONLY Permit# Accepted By Amount Received Receipt# Date Received 2010 CJY I '` I 0 JRR Engineering, Inc. s 18609 76th Ave. W., Suite B Lynnwood, WA 98037-4149 (425) 697-5108 Client; Encore Homes, Inc. Project Location: Ivaries, Plan#2390 (0924...)2-Story 1801 Grove Street, Unit B Design calculations are for 85 mph (3-sec. gust)wind exposure B, Marysville, WA 98270 topo raphic factor, Kzt of 1.0 and 25 psf snow load, Do not use or 360) 659-1579 Ph. depend upon these calculations for more severe wind ex osure (360) 659-3394 Fax or snow loading. Scope: Lateral &Vertical Design - Code: 2009 IBC/ASCE 7-05 Lat. Des. Parameters: SDC& Site Class., D; (Ss): 1.25 Dead Loads: Roof& Ceiling load 15 psf Wind Exposure: B _ Floor load 10 psf Windspeed, V(mph). 85 _Exterior wall load 8 psf(surface area) Live Loads- Floor Load (psf): _ 40 Interior wall load 10 psf(floor area) Snow Load psf)_ 25 Attic Lim. Sto. (psf): 20 Assumed Soil Values per IBC 2009: Soil Bearing_2000 psf(Contractor shall notify Engineer if testinq indicates bearing capacity is lower than 2000 psf) Wind Design: Ps=Vlw.P.30*1W (Simplified Wind Load Method, Sec. 6.4, Eq. 6-1) Where; X, Adjustment Factor varies over height& exposure (Fig. 6-2) Iw= I 1 Wind Importance Factor(Table 6-1) POO,Varies with roof pitch and building zone (Figure 6-2) Kzt= 1 Topo . Factor 6.5.7, Fig. 6-4), equal to 1.0 for flat terrain Roof rise in 127 6 woof rise in 12" : 0 Horizontal Pressures (Kzt nat yet included) Horizontal Pressures (Kzt not yet mciuded) A J B C D A B C D Ps30 14.4 2.3 10.4 2.4 P530 11.5 -5.9 .6 -3.5 7 0-15' PB 14.4 2.3 10.4 2.4 0-15' P,= 11.5 -5.9 7.6 -3.5 15'-20' Pe 14.4 2.3 10.4 2.4 15'-20' P,= 11.5 -5.9 7.6 -3.5 20'-25' Pa 14.4 2.3 10.4 2.4 20'-25' PB 11.5 _ -5.9 7.6 -3.5 26-30' P$ 14.4 2.3 10.4 2.a 25'-30'P,= 11.5 -5.9 7.6 -3.5 30'-35'P,= 15.1 2.4 10.9 2.5 30'-35' P,= 12.1 -6.2 8 -3.7 35'-40' Pa= 15.7 2.5 11.3 2.6 35'40' PB 12.5 -6.4 8.3 1 -3.8 Seismic Design: V= Cs'IN (Equivalent Lateral Force Design per ASCE 7-05, Sec 12.8) i Fa= 1 (Table 11.4-1) Sps=Des. Spectral Resp. Accel. Parameters (Sec. 11.4.4 1 SoS= 0.833 (Eq. 11.4-3) D= Site Classification (Section 11.4.2) le= 1 (Table 11.5-1) Fa&Fv = Site Coeff. (Table 11.4-1 &11.4-2 q R= 6.5 (Table 12.2-1) V= Seismic Base Shear(Eq. 12.8-1); Cs= IS*SoS/R (Eq. 12.8-2) W= Effective Seismic Weight(Sec. 12.7. y ' p = Redundancy Factor[1.0 < p < 1.31 (Sec. 12.3.4.2)_ Therefore; V ult= 0.128 , C31 pR /0�27/4010 Prepared by: JCM lz�fll ' 5' 10/7-5/2011 Checked by: RKR Project Name, Plan 2390 (0924...) Project No.: 10-02Y 10/12/2010 Page 1 of f4, w . J"RR .EnBi.neerfri�, Inc. ENGINEERING & PLANNING SERVICES Project Name:---P�bl Imo J 641.4 $-1,�__ No.: 4� g Z 4a' , < I - UN jv'. Designed X6M Checked Date-mAzZo Sheet s^of 44 J"RR Eng�neer122g, Inc. ENGINEERING & PLANNING SERVICES Project Name: F LA o4vi 14 No.: T b-o2Y 9 �- cn . Jv 21 uw Coe) Designed�r M _ Checked_ Date 1 LJO Sheet off a �TRR Eng�n eerfrig, Inc. ENGINEERING & PLANNING SERVICES Project Name: P L A W 'l MU ( 0�124 �� No.: L, TSRA6� woo) - �•�sis��•s eaerrsw�e�a� - . I ( Oil 1w WlI�tD LA�p S i 115+40 AID s3/ + . .v-._- Ill yh.�c r4.�c �- . 4 Ur Bc.U3 V = 4 - 14A (q x OA) fi. 1v►a. (io-���5/'z� 14( t 4n) t 144(.34 CO-4 461+14k, Y-vUlND mw� 0 Vtrror� .l j40 �,s 4 MA 57 :sl .x �..+ to�a.i�r4• fg.s.�. i�7_ lo,.. T lip 3 ; vim. dAD .3t 45 I , Designed .tG NI_ Checked Date fQ/r I-11[Z Sheet __ of I!$ JRR .E neex-l"g, Inc. ENGINEERING & PLANNING SERVICES Project Name:iFl-A-N VAD LM14 0-01. Y u,pPl -: b 2gx o> + �5..�( /z.sc4)A-��4+ CIIWZJ)l + t s � 54.*^.1,51- 4�3 �# �C4���Izx2d�g4'� �0>r� (1a artit�lti� V��-71 G,4��; {.:D� ��bT�b►��� 5�I b� �I-A�D R . r . " . - � � . .. . iN �* tap 177. C,<,Rio � WINV WD . / 267$kt I?Ib. M.. _ U-S d v-= 2 675 Op _ .. ,... 40176 D J V- 36ao ��6�1°I60t ?.615 y= 360D (14�1 ��) 1 t V= 3bt� rr 491}�9�#;$9� �- �.67 s = ' �47b 1660 (55-ff kf)+ 1615 Designed SG M Checked kk.R Date r4/I4_/ Sheet Of 14 _ n JRR JWxXxi i eeribrig, Inc. ENGINEERING &PLANNING SERVICES Project Name: PLAW Vhigb 0q'1.4, No.: 0!PE=R'T'UR°Nit�� is f�0�' .�PLIT'1r..�'. �- (o:►r'�..NOT'r,WT� LIMP UU i 75 �' - tic zed►,3 U 'Lb'T 5 -Li's +>>'s = �►�/ Z `t q5l,/ � o,0 6bMVIENTIPNJAv. #��y4NI1N6 '�; t� ►II.IN�.:-�C�NV 'F lb� V' 7 1515 J 16 x ,1-14*14 L 'Z'a0#A ,y ; I..Iism V1 ii '`Aar GONY �• JDN: i t. TA4 i3i 5 -=SO WS-00:$ WOE = 25� •y, /a Go►.�v, r _ COW,FOW . o 1 , 1,0 ON V :IAVDGU _ 5410'-'( 6) 441/ji l.T 71 �-I�► G i 4ti7D A9 Soso Vw ASS p19,= 40 r D'G , �' OrT NDT bl�lt'. b4A6 cOt�N� to ' (ti� l4� = �blD (f�tis) 29ro� , �T61'L4 qpA P0,f,r•SPI+ Designed c�»G m_ Checked dILKR __ Date tO 1Q Sheet of t4 � • � JRR .�ng'ineerfng, Inc. ENGINEERING & PLANNING SERVICES ProjeCt Name:_..__ — 0612,4 , , ,�_ No.:— 1Y V: r.. MD D A-L Ua /. .L �� mow. f Sig WOO', ' vs-4- vw. I.q. : ��ILS 4 4 < •�S- - ��3a �. _ .... .�f. ...__ : � _.� �3 aye � Designed .1G Nt Checked Date Sheet 7 of JRR Engzn Bering, Inc. ENGINEERING & PLANNING SERVICES Project Name: No.: ff)-my par. P:pAmw �411 fUo•�i* OR m Y .P-0 (b O�. 540 :►p.i. �K > tix ND_ Did*',Z 1Z • � _�,,1 - �'� �3��'I� '�...�q05� ru .•.;��,���.��J(Ir15). �. Z.5(� �� ' W. If 'ftrtR,-f 1 �AI ` R gmpp�/��:yp . L►n•�c� BLS. . 64*1 Designed 3'r-M _ Checked Date 0 1 0 Sheet of 14 ___ 1 E�ngr'rieerJri'K' Inc. ENGINEERING & PLANNING SERVICES Project Name: PLAW_If %sqD f No.: yrp- lJl)?1R$r A 6 6° LkMp I. ,Bd —?:■z e e� a i . ,'R=;�:l�l5� ..�, �-,'�145� �l 8m,p.�saCi►�N P�u;6f�t� ' 1'Z - - AMU.% 66,h lb Urz IAA; Tl V ell 4C5 .3%)q %4F -v4 Designed �l'GP�(! Checked Date I b ZI 41M Sheet I oft JRR neering, Inc. ENGINEERING & PLANNING SERVICES Project Name: PL41J UAD-- .0'� No.: 10-02`� 2q � 441 5gBl� •�ir`4�tb -- . - . Sal i'L'�QD ! �►4'L r^-12,5 .C5Q9��2A14�E.1 } '�sd�li4�1'�2 b�l'�� .� ; . lk! . _ -Rp :11 DID C ) Zxwrz PLI KESiSri tpq 14F44 6+ ► Cl Designed.—,tP_ n�__ Checked c.X Date I l E 0 Sheet_r� of 14 � .TRR .Erig�neerA[rig', Inc. ENGINEERING & PLANNING SERVICES Project Name: No.: � n�Y yetis 4xIV v z 4$ M A 4-)'4b 4 4TIr� 'Z1i 5 L�.b G 4 �1 — c'f.3 k L f 6p. $ 4G� - G,Si� t„ �1! f ►' is N�� �R����T/�1�� .�UFP��6R6�u�tA-_�'� �✓/l.11. . '.-�gm�4 ��.m���7;�'`�. 6 .... q 2x IQ 9# 4/0 75 .rrr ECGT� 4`2 4,qO75 � Designed.__ Checked Date_ Sheet It of 14 i . �TRR .Eng�neerfn�', Inc. ENGINEERING & PLANNING SERVICES Project Name:_ BwL, ,d neMP(M 24 No.: 04 poor 6*t P.tR UOWL ,ST,�rR :MAU, GOB., 47$ + �4riz (4) 0•4 AA4L rW U� 6A6 F-*2 PIT 7 WA m' s'. �,7114�5)1f 17b��a 16671*,6h IS) �. (q17* — btG.r ly • _ . UtitAP�R. Sa�iR� was. 4,<4 fo or(4 VMoM 9M%-;N-4 m t4,4 tW O? � � 016A .n. 275''� x 3305ir—� Designed ___ Checked "IL Date _ Sheet_1'2 of14 Stud Wall Design (ASD) (NDS 2005/2009 IBC) Try 2x6 HF#2 . 16" O.C. b = 1.5 Fb = 2387 k= 1_0 d = 5.5 E = 1300000 d = 00^8 S = 7.56 Kce= 0_3 SL= 25 A = 8.25 Fc*= 1708 DL = 15 0.5P =`''7 P fc= 42.1 = s fb= 437 M* 0.5fb = 219 0.5M* = 1653 Eave Height= 11 ft le = 132 in FcE = 677.1 psi Fc= 609.4 psi >fc OK Ww+ 0.5S (fc/F'c)^2+ fb/(Fb(1-(fc/FcE)))= 0.19 < 1.0 OK 0.3WW+S (fc/F'c)"2+fb/(Fb(1-(fc/FcE)))= 0.10 < 1.0 OK Note: M*- Moment due to wind(windward only)must be multiplied by w= 1.3 per 1605.3.2 Where: Fb=Fb*C D*Cr*C F*C M (Cr= 1.35 In lieu of 1.15 per 2008 SDPWS 'Table 3.1.1.1) Fc*=Fc*C D*C F Values from NDS 2005 Table 4A(HF, E=1.3x10^6 & DF, E=1.6x10^6) Where(HF#2): Fb =Fb*C D*Cr*C F*C M Fb= 850 psi(1.6)*(1.35)*(1.3)*(1.0) = 2387 psi Fc*= 1300 psi(1.15)*(1.10) = 1645 psi Where(DF#2): Fb =Fb*C D*Cr*C F*C M Fb=900 psi(1.6)*(1.35)*(1.3)*(1.0) = 2527 psi Fc*= 1350 psi(1.16)*(1.10) = 1708 psi Designed by:JCM Checked by:RKR Project No.: 10-02Y 10/18/2010 Sheet IS of I I �TRR _101-2 iii eering, Inc. 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