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17811 82ND DR NE_BLD20120098_2026
1 BUILDING INSPECTION REPORT G 'c Y �� Permit No._L2_" 0 60I8 Cod" SC Address: _)7 91 , Dr /VF Contractor: _Eficom Owner: 7 Ct)( Date: �-- 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 Inspector: Date: 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: �•`'= , ' _ � � � d. `�. � -� , � BUILDING INSPECTION REPORT GAMY o� Permit No. Address: tl eca 7,pt �o Contractor: Owner: G Date: ~f l! APPROVAL ® PARTIAL APPROVAL Ep 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 Inspector: GQ � _ Date:4 y Ell U er-floor ® Framing ® Gas Piping ff'Footing ® Drywall, nailing ® Consultation ® Foundation ®Shear Nailing ® Groundwork ® Mechanical ®Grid ® Struct. Slab ® Wood Stove ® Rough-in ® Final ® Masonry ® Drainage ® Insulation ® Other: 1 drt;r Fi% 1.• . ilk l� CITY OF ARLINGTON �\ • 238 N.OLYMPIC AVE.-ARLINGTON,WA.98223 PHONE:(360)403-3551 BUILDING PERMIT Address:17811 82ND DR NF,ARLINGTON Permit#:BLD20120098 Parcel#:01047900005000 Valuation:$175,000.00 OWNER APPLICANT CONTRACTOR ENCORE HOMES INC ENCORE HOMES,INC ENCORE HOMES INC DB JOHNSON KEITH HOYER DB JOHNSON 1801 GROVE ST UNIT B 1801 GROVE STREET,UNIT B 1801 GROVE ST UNIT B MARYSVILLE,WA 98271 MARYSVILLE,WA 98270 MARYSVILLE,WA 98271 Lie#:ENCORHI914NS Exp: 8/30/2013 PLUMBING CONTRA AIWC[ANICAL CONTRACTOR SOUNDVIEW PLUMBING SOUNDVIEW PLUMBING 5917 195TH ST NE 43 ARLINGTON,WA 98223 Lie#:SOUNDVP033NF Exp:6/13/2013 Lie#: Exp: JOB DESCRIPTION - SINC EFAMILYRESIDINCE PERMIT TYPE: Residential PERMIT GROUP: Single Family Residence New STORIES: 1 CONST TYPE: V-B DWELLINGUNITS: 1 OCC GROUP: R-3 CODE: 2009 IRC OCC LOAD: N/A PFRNUT APPROVAL 1 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 IBC110/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 nature Print Name Date R61eased By Date ARCHIVE = APPLICANT ASSESSOR OTHER BLD20120098 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(CURBS,SIDEWALKS, DRIVEWAYS, MARQUEES, ETC.)WILL REQUIRE SEPARATE PERMISSION. • Replace the brass fitting on the tail peace.PER E.A:UTILITIES i'ERmn, Date Description Fee Amount Paid Balance 04 3/26/2012 Plumbing Permit Fee $193.00 $0.00 $193.00 3/26/2012 Mechanical Permit Fee $100.00 $0.00 $100.00 3/26/2012 Building Permit Fee(QTY. 1) $1,811.10 $0.00 $1,811.10 3/26/2012 Building Plan Check Fee(QTY:1) $1,177.22 $0.00 $1,177.22 3/26/2012 State Building Code Surcharge(QTY.1) $4.50 $0.00 $4.50 Total Due: $3,285.82 $0.00 $3,285.82 k -- CALL FOR INSPEMONS - - - - BUIIAING/FNGINUMING/PARKS/UI'UHlU S/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. • C-Footings • GFoundation Wall • GFoundation Drainage • GPlumb Ground Work • C-Plumb Rough In • C-Gas Test/Pipe • GEquipment-Mechanical • C-Shear Nailing-FXerior • C-Framing • C-Insulaliun/Caulk • C-SheetrockNail • C-Building Final • C-Roof Drains • C-Underfloor Site Information: Impervious 17811 82"d Dr. N.E. surface: Arlington, WA House w/O.H.: Sq. Ft. Driveway/Walkway: Sq. Ft. Parcel #:01047900005000 Unit Size: 8,508 S.F Total: Sq. Ft. Legal: Magnolia Meadows, Divl, Phase 2 Lot 50 Notes: Job #: 1. Downspouts to plat system Plan: 2. Stockpile to be covered within 24 hours. 3. Entire site to be disturbed 4. Silt Fence as needed 5. Denuded soils to be straw covered. N 6. Armored Construction Entrance. 7. Parking pad concrete /driveway gravel 0 ft. 12 ft. 20 ft. 40 ft. Setback Notes: Front Setback 20' Driveway length 22' Side / Rear Setback 5' Ht. 35' No Overhangs in Easement Areas Rebar Set 1' from actual Corner U.N.O 3 91 .78' AgAIL (true corner closer to road) `O� N J ------_ -- -------10' UE-- -- ----- -- --- - --- - LOT 50 I N (S 81508 SQ. FT. omla Pea 20' Magi Gap Sta I �e ,z O CA O ' 0 N v m cn 00 (A o X N O m p�qq;mow+ it N � q�acF� Ft, 24' ' 31'91, h1^" 4 U ZUIZ N Coll f v,;3<�aa'Yr 'i�tt�° 104.29 Encore Homes, Inc 1801 Grove St. Unit B Marysville, WA 98270 (360) 659-1579 Contact: Keith Hoyer I i - � - _ - - I I BLD20120098 (PT-LIVE) - PermitTrax by Bitco Software Page 1 of 1 BUILDING PERMIT ` PERMIT#: BLD20120098 OWNER: ENCORE HOMES INC-JOHNSON, DB STATUS: APPLIED f ADDRESS: 17811 82ND DR NE,ARLINGTON ` BALANCE: $0.00 >( ISSUED: CREATED: 3/20/2012 SCREENS: Select Screen... FUNCTIONS: Select Permit Function... SINGLE FAMILY RESIDENCE NEW REVIEWS PRINT ADD NEW SUMMARY REVIE... DESCRIPTION ASSIGNE... DUE DATE LAST (#) REQ?DO... ASSIGN REMOVE 2000 C-Building I CYOUNG 3/27/2012 0 Y N Assign Remove 2008 C-Community Development I BFECHT 3/27/2012 0 Y N Assign Remove iSs66r https://coapermits.arlington.local/PermitTrax/Module_Permits/Permits_Permit/Permit_Rev... 3/21/2012 I i Y Oki I ' RESIDENTIAL PERMIT SUBMITTAL R. 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 B Y TWO(2)SETS OF CONSTRUCTION DRAWINGS, TWO(2) ACCURATE,FULL Y 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 (a Mechanical 17811 82nd Dr. N.E. 01047900005000 Project Address: Parcel ID#: Lot#: 50 Subdivision: Magnolia Meadows Project Description: New Single Family Residence Valuation. Owner: Encore Homes,Inc. Phone Number: (360)659-1579 Address. 190( (7 r0,.It S�- U *.A 3 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): 1st Floor: 1551 2nd Floor: 3`d floor: Deck: Garage/Carport: 392 Basement: Project Valuation: 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: 8113 Plumbing Contractor*Soundview Plumbing Phone Number: (360)658-9900 Address: 5917 195th St.N.E.3 City: Arlington State: WA Zip Code: 98223 Contractor's License Number: SoundVP033NF Expiration Mechanical Contractor: Tri County Heating 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 in accordance with the laws, rules and regulation of the State of Washington. 10/6/11 H IV ED Applicants Signature Date Keith Hoyer MAR 2 0 2012 Print Applicants Name � LE EJIT CE R FOR STAFF USE ONLY Permit# Accepted By Amount Received Receipt# Date Received i I i I 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 Accessory Main Total Fixture Total Number Fixtures Plumbing Fixtures Dwelling Unit Residence Unit#x Units Multiplier 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) 3 X 1.0 = 3 Shower(Stand Alone)Each Head 1 X 2.0 = 2 Water Closet(Toilet) 2 X 2.5 = 5 Whirlpool Bath or Combination X 4.0 = Bath/Shower Water Heater 1 Other Total Fixture 31.5 Units Traos(other than above items) Column Totals 14 Estimated Project Valuation Building Square Footage 1551 19f Floor 1551 2nd Floor 3ro Floor Basement Deck Garage 392 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: 57 psi.(Measure with gauge or check with Water Department) I hereby certify that the bove information is correct and that the construction on, and the occupancy and the use of the above- described prope will b in accordance with the laws, rules and regulation of the State of Washington. 10/6/11 p scants Signature Date 8 l f RESIDENTIAL PERMIT SUBMITTAL ®r,*, 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. I acknowledge that all items designated as submittal requirements must accompany my Building Permit Application to be considered a complete submittal. Signature: ` Date: 10/6/11 Own /Owner's Representative Company: Encore Homes, Inc. Phone: (360)659-1579 6 �= 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: Project Address: 17611 62nd Dr.N.E. Parcel[D#: 01047900005000 Lot#: 5 Subdivision: Magnolia Meadows Project Description: New Single Family Residence Owner: Encore Homes,Inc. Phone Number- (360)659-1579 Address: `-'-eH l (_0 U A 5 City: Marysville State: WA Zip Code: 96270 Contact Person:Keith Hoyer Phone Number: (360)659-1579 CeA Phone: (425)2205223 Fax: (360)659-3394 E-mail: keith@encorehomesinc.com Address: same as owner City: State: Zip Code: Please List quantity of fixtures below: 'j FURNACE UP TO 100K BTU ( CLOTHES DRYER GAS OUTLETS FURNACE OVER 100K FLOOR FURNACE SUSPENDED HTR/UNIT HTR BOILER UP TO 3 HP APPLIANCE REPAIR SOLID-FUEL APPLIANCE BOILER UP TO 4-15 HP AIR HANDLING UP TO 10K CFM FIREPLACE INSERT BOILER UP TO 16-30 HP AIR HANDLING OVER 10K CFM VENTILATION SYSTEM HEAT PUMP q VENTILATION FANS OTHER I VENT HOOD DOMESTIC INCINERATOR ALL OTHER UNITS FREESTANDING STOVE Contractor: Encore Homes,Inc Phone Number- (360)659-1579 Address: 1601 Grove St.Unit B City: Marysville State: WA Zip Code: 98270 Contractor's License Number: Expiration: 8/13 1 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. -�reiar„ Applicants Signature Date Keih Hoyer Print Applicants Name FOR STAFF USE ONLY Permit# Accepted By Amount Received Receipt# Date Received 2010 CJY I I 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 CROSS CONNECTION SURVEY FORM Forward to Utilities Division for Review Type of Residence: p 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: ED New Residential ®Addition/Alteration Project Description: New Single Family Residence Project Address: 17811 82nd Dr. N.E. ParcellD#: 01047900005000 Owner: Encore Homes, Inc. Phone Number: (360)659-1579 Address: l8 T ( Gro"r- q. u n, 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: 10/6/11 For Office Use Only Date Received: Survey Received By: Assembly Required: ❑ DCVA ❑ RPBA ❑ AVB ❑ Other Inspection Required: YES ❑ NO ❑ i .. I ZON20120045 (PT-LIVE) - PermitTrax by Bitco Software Page 1 of 1 DEVLPMNT REVIEW COMMITTEE PERMIT#: ZON20120045 ` f OWNER: ENCORE HOMES INC-JOHNSON, DB \ �v STATUS:APPLIED ADDRESS: 17811 82ND DR NE,ARLINGTON 1 („ BALANCE: $0.00 ISSUED: V" CREATED: 3/20/2012 SCREENS:Select Screen... FUNCTIONS: Select Permit Function... (�f -BLD REVIEWS PRINT ADD NEW SUMMARY REVIE... DESCRIPTION ASSIGNE... DUE DATE LAST (#) REQ?'DO... ASSIGN REMOVE 1002 P-Engineering I :MHAYES 3/23/2012 0 Y N Assign Remove 1014 P-Public Works I LTAYLOR 3/23/2012 0 Y N Assign Remove 1016 P-Public Works II LPETER... 3/23/2012, 0 Y N Assign Remove 1020 P-Sewer FRAPEL... 3/23/2012 0 Y N Assign Remove 1026 P-Utilities Fees RSHEPA... 3/23/2012 0 Y N Assign Remove 1028 P-Water EANDE... 3/23/2012 0 Y N Assign Remove 2000 C-Building I CYOUNG 3/23/2012 0 Y N Assign Remove 2008 C-Community Development I BFECHT 3/23/2012 0 Y N Assign Remove 2012 C-Natural Resources BBLAKE 3/23/2012 0 Y N Assign Remove 2014 C-Planning I THALL 3/23/2012 0 Y N Assign Remove r J �V ' y V1 https:Hcoapermits.arlington.local/PermitTrax/Module_Permits/Permits Permit/Permit. Rev... 3/20/2012 � ,, '. f 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: 10i6i11 jo-t '�- Q ^) T J� Address: l�l ( W 2 Dr, �� ( r Plat: Magnolia Meadows Division 1,Phase 2 Owner/Applicant: Encore Ho es, Inc. Signature: L IVerification of accuracy and agreement to follow the City of Arlington Municipal Code Phone: (h) 360659-1579 (C) (425)220-5223 1. Please check one: ✓k a. Single-family dwelling b. Duplex Ek c.Addition [Zk d.Accessory structure 2. Proposed Dimensions: W) L) H) 435' Total SF) 3. Allowed Lot Coverage: Total Lot Size 8508 SF x 35% = 2977.80 SF 4. Actual Lot Coverage: (SF of all structures) 2001 _ 8508 (lot size) = 23.5 % (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? No 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 'r1PERTY ZONED APPROVED _-1 DENIED_ DATE INT MAR 2 0 2012 ��:RWA ,OA T CENTE ZdNao1 2_004s i 1551 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 P/1_ Two (2) sets of engineered drawings and calculations (If required) 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 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 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 ([CC/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 Mark 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 corner 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. 10 Retaining walls. 11 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) t. 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. s. 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 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 6. Indicate the pitch of the roof. H. ❑✓ DOORS &WINDOWS t. 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. ❑✓ WASHINGTON STATE ENERGY CODE t. 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 �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 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 Q✓ Completed residential mechanical permit application* ❑✓ Mechanical Appliance cut sheets* ❑✓ Heating and Cooling design loads (WSEC Prescriptive Compliance Worksheet) www.energy.wsu.edu/BuildingEfficiency/EnergvCode.aspx ❑✓ Appliance location and distribution details, including gas piping info Required Inspections/Tests: Rough-in mechanical and Gas pressure piping ❑ 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 2: 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 APPLICATIONS ARE CONSIDERED COMPLETE IF ALL INFORMATION REQUESTED ON FORMS IS FILLED IN. L' I III I 1 I I 1 I t� Duet testing Ca/cul-ator(New Construction) House address or lot#:_ T\LAIC\ Conditioned Floor Area: - Duct tester location: Pressure tap location- Ring (if applicable): Open 2 3 At Rough-in (Total leakage) Test Method & TestyE_� �rwaleulated Standards CFM25Target Air Handler Present S 6 CFM25 per 1W sf of CFA X_CFAs CFMas Air Handler n,�t Present 5 4 CFMZs per 100 sf of CFA x CFA'5 �,_CF M 25 (post Construction Test Method & Test2 Calculated Standard CFM25 Target Air Handler present(total i eakagel S 9 CFIVI2s per 100 5f of CFA �$ �,,,, _ _CFA S CFMZS Air Handler Present(Leakage to Exterior) — ., 56 CFlvl2s per 100 sf of GFA •06 X CFA a CFM t5 1• Test results must comply With onftf the Standards options 2. Test CfMr,Mast be equal to or less than the calcubted target. Air Leakage testing Calculdrtar (Blower Door Testy Standard Tested CFM Calculated Test Result (f_97� CFM50 X 0.4s5y= ( S.L.�- 9cFA X 1")) =SLA 0.00030 SLA it � u divided by? � � r SLA SLA G10550ry RouSh-lift: After Installation of the complete airdistribu6pn system but before installation of insulation and sheet rock. Allows for access to all duct Seams and connections for re-evaluation of seal integrity'if standard is not met in intitial test. Post ConstruCtipru At or near final inspection. The horse must be complete enough to pressurlxe the home to 25 pa. total Leakage: Aggregation of the entire systems duct leakage In a duct test, leakage to Eaterlar: Aggregation of all duct System leaks to the exterior of the CFA In a duct test. CFA: Conditioned floor area CFNpg5: Cubit:feet per minute of air leakage at 24 pascals of prezure CFL46: Cubic feet per rhinute of air leakage at 50 pascals of pressure Fa&W(on). Unit of pressure SLA: Specific leakage area T -d E209-BS9-09C 2ut9ulnTd meth, purtog WUB?,rB ;?To'a LE L^C 60/60 39Vd AEBIQ S3NOH 3dOON3 EV868b80961 ti0:60 ZTOZ/hE/L0 I I _ t I .- r RECE-I V JRR Engineering, Inc, MAR 2 0 2012 18609 76th Ave. W., Suite B Lynnwood, WA 98037-4149 COA ']!rV",Vf ;xs� (425) 697-5108 Z Client: Encore Homes, Inc. Protect Location: Ivaries, Plan 1551 with 3-car O tion b 1801 Grove Street, unit B Design calculations are for 85 mph 3-sec. gust)wind exposure B, Marysville, WA 98270 to ographic 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 Desi n Code: 2009 IBC/ASCE 7-05 Lat. Des. Parameters: SDC&Site Class., D; (S$): 1 1.25 Dead Loads., Roof&Ceiling load 15 psf Wind Exposure: B Floor load 10 psf Windspeed,V(mph): 85 Exterior wall load 8 psf(surface area Live Loads: Floor Load (psf): 40 Interior wall load 10 psf(floor area) Snow Load psf): 25 Attic Lim. Sto. ( sf): 20 Assumed Soil Values per 2009 IBC: Soil Bearing: 2000 psf Contractor shall notify Engineer if testing indicates bearing capacity is lower than 2000 psf) Wind Design: Ps=k`iw*P.,3o*Kzt (Simplified Wind Load Method, Sec. 6.4, Eq. 6-1) Where; X, Adjustment Factor varies over height& exposure(Fig. 6-2) lW= I 1 JWind Importance Factor(Table 6-1 P,So,Varies with roof pitch and building zone (Figure 6-2)- Kzt= 1 Topo . Factor(6.5.7, Fig. 6-4), equal to 1.0 for flat terrain Roof rise in 12 : 8 ^ Roof rise in 12- :1 0 Ill Horizontal Pressures (Kzt not yet included) Horizontal Pressures (Kzt not yet included) A B C D A B C D Ps30 14.4 2.3 10.4 2.4 Ps30 11.5 -5.9 7.6 -3.5 0-15'Pg 14.4 2.3 10.4 2.4 0-15' Ps 11.5 -5.9 7.6 -3.5 15'-20' Ps 14.4 2.3 10.4 2.4 15'-20' Ps 11.5 -5.9 7.6 -3.5 20'-25'P$ 14.4 2.3 10.4 2.4 20'-25' Pa 11.5 -5.9 7.6 -3.5 25'-30'P8= 14.4 2.3 10.4 2.4 25'-30' P$ 11.5 -5.9 7.6 -3.5 30'-35'PS= 15.1 2.4 10.9 2.5 30'-35' P$ 12.1 -6.2 8 -3.7 35'-40'PS 15.7 2.5 11.3 2.6 35'-40' P.= 12.5 -6.4 8.3 -3.8 Seismic Design: =(Eq. 1 (Equivalent Lateral Force Design per ASCE 7-05, Sec 12.8) Fa= 1 SIDS= Des. Spectral Resp. Accel. Parameters (Sec. 1 SDs= 0.83 D = Site Classification (Section 11.4.2) 4K. IE= 1 (Table 11.5-1) Fa& Fv = Site Coeff. (Table 11.4-1 &11.4-2) w 1 R= 6.5 (Table 12.2-1) IV= Seismic Base Shear(Eq. Cs= le*Sos/R (Eq. 12.8-2) IVV= Effective Seismic Weight(Sec. 12.7.2) p = Redundancy Factor[1.0< p < 1.3] (Sec. 12.3.4.2) 2 a9 Therefore; V= 0.128 W Prepared by: JCM Z.,'PI S 6 i%ti$/?pl1 Checked by: R Project Name: Plan 1551 Project No.: 10-02E 1/17/2011 Page i of ENGINEERING & PLANNING SERVICES Project Name:_Pl�l.! 1�51_ - _ No.: d vat b PLC t�•T l 8 . ew 9 I 7,15 9_. _. V.l. = LNPl6 1 - _.r ' - - MASTER SDR ff BATH. yI z VAULTED w aree,o I s ^ �1 'tr'S su i�ia`ai i I wm: I eoltw><Ir> ' x _P jW-CQ-HEN DRY ° VAULTED f vRym s I : F O a I _—,--.______--____i r6I i 1 I I `t'f 1}E.DROOM,; I I I� b. w" 101.Put% I 8 - PORCH _ , , . 'L6'7� q , -_ - d I v .73 \`V b1RAP TO T.PLATE 4xD NFl PAST COWL Y4- e'a fe 4• 4 s Designed r Checked Date T/I7 f i f Sheet of i ENGINEERING & PLANNING SERVICES Project Name- ( ! No.:_- Ma: 2 - -- lox ro CB/L�a + -lip f 19�4.�4.x0� .�14Qp� V-Wltib MIN IS 1' GAIT, P - 5G:�- M1_ . ... �+$6► = .t.5 C4ox�7 -� C �.) t to�i C t�sa� ) + b'IS)C-- 0 39��ZS)�Q•D' 5-A v ? ; 1C It ;qp+� 3 V = 5100 (1•1/51) = t 3 60 4A-SS `r t �AGrL 1/4 136v�° i56 t- mivo 12 e t E p fs►UG Grp S•l'r6 � Designed Checked R+ °' Date I7 Al Sheet of y +� �. - �� ENGINEERING& PLANNING SERVICES Project Name P LN�55� _ _ _ No.: MCS 2�{5b # Gbl.►�, err , 470 O f .t�2 �R� �►�� �r�2� = 5qa r!E k S� _ �[44����r = �ti r'�i G, d�!��"Ij,1 I-t I►•16 ! hrbT GRtT[ ( D IT' N7VT- cql=iT) Cowl �y i Lip y- s lr 13 �b ti�67 1)2 = M9-b #rf 10 "A- Designed — Tehl Checked -e Date 1 17 Sheet- of JR_ � �.zgg�€sseer�g, a�rac. ENGINEERING & PLANNING SERVICES Project Name: No.: t B tOZ. P. Vo rlvP. VlN,d( it Z C25 f i�� 4v z 4 24- A,I i/i = ebb M/ �(ob c�1z) = 2150 w 4 25 3 j (1,�5) 4 x � '2 06 m 460 �-v § ro (,:� Al p Is 4 � z Designed—' TG f11 Checked Date 17 Sheet %D of _ i I �, _ � ENGINEERING & PLANNING SERVICES Protect Name:`P(- _N �l No : YJ 1' = 4D f-10) I b/ 6-7 VA (� V z b7 470 1�1 . Cr �7 C}���'� = Ibq•2� < 1667 A,. z 2z,S (67)(t��`/� e A 440,E 1�74 66- --tyf q,4- P���` �Y l�j -C: 4' doG� ►wr4 � gG57 SPA Gss r- (40tD)44 'ld p' ► V 706 `4/2) I4OPlit t M z 71*0 C`t)LAI F4 aD < 26')-4 4 K fl 4fr;O' - MA.m OP 4x4 NT. J l Designed cliecl:edr, Date I I s Sheet 6 of _ _, I I JRl Engineering, . nc. ENGINEERING & PLANNING SERVICES Project Name:�-FL AZbl !5S -------- - - No.:-- 40 f . s - r•� Q � P' 6 1ri .i UL -L Ir Mon , V= 14 4 (f'k x�A)4 �3_(��Gs,s�- = t�I 5 2 4- fiv& A to tsx,s.s� � V70 2.r�7a V U1 G = ti t 15 V^ o��i is loxxl �.o v�isx �z, Q,1�� 00 CCpf.i�l�� 4�b� Designed M&4) Checked Date r 7 Sheet ' of $ .1 � I I I I r II J"RI Ln�neerftig, _ roc. ENGINEERING & PLANNING SERVICES Project Name: PU14 W I S No.: 0—OIL 3 !"7150 .4 �.ftP-4 oir pJ6 Crf.1� �'. .�� /305 . 4N1+ G i' -'t55� i.fP V -lit - LNF='iv 2 V2 "mull PI% t r- 4 90 p,6, f W iTi P-M- CP„71 - �f = 5 ly-z Its/ ti7 f2� 3i4t/I U'PLIF'T' ?.!4 �$ f11'� �I'�a5� f uX ,a�v�D2 tl v x" u3/p 47; t Mum Z15L�1z��= 410 414V --bk! 4xIb b-F,42 Designed nII Checked P-� Date f f Sheet O of I 1 .4 � � CITY OF ARLINGTON - 238 N.OLYMPIC AVE.-ARLINGTON WA 98223 PHONE:(360)403-3421 V MW Add ress:17910 SM DR NE,ARLINGTON Permit#:BLD20110176 Parcel#:01047900008100 Valuation:$175,000.00 Encore Horses,Inc. ENCORE HOMES INC Keith Hoyer DB JOHNSON 1801 Grove Street,Unit B 1801 GROVE ST UNIT B Marysville,WA 98270 MARYSVILLE,WA 98271 Lic#:ENCORIH914NS Exp:00/2013 Soundview Plumbing 5917 195th Street NE 43 Arlington,WA 98223 Lic#:SOUMVP033NF Exp: Lic#: Exp: Q New SFR - PERMIT TYPE: Residential PERMIT GROUP: Single Family Residenec New STORIES: I CONST TYPE: V B DWELLING UNITS: 1 OCC GROUP: RA CODE: 2009IRC OCC LOAD: NIA 1 AGREE TO COMPLY WITH CITY AND STATE LAWS REGULATING CONSTRUCTION AND IN DOIi 7G 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 13 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 CFRTIITCATE OF OCCUPANCY HAS BEEN GRANTED.IBC1101IRC110. SALES TAX NOI'IC'.:Ssles tax relating to construction and construction materials in the C' of Arlington must be reported on your sales tax return form and coded City f Arlin en#3101. i nature Print Name Date Released Da ARCHIVE APPLICANT ASSESSOR Cl OTHER i �. � li i . I r � I, y '� Ji i � I i . o 00 � c� C31*10 o N U N v N O Q Cl) ® u N � 0W � U o `J ~ H Az 0Ell Q Q u z � Q � zu 0-4 o z o w h Ow cuw m cn x _ U) Z C14 z 00 can 0 O � 'J" Q o > a a� W o � cu N of zwr H L I Duct : Ming Calculator (New Cori._ "ruction) House address or lot #: (7��( •Z,�� �R �6 ��l-�iU6�orc/ Conditioned Floor Area:�1 5:�5-j ---- Duct tester location: r,>oo/A- Pressure tap location: Ring (if applicable): Open 1 . 2 3 At Rough-in (Total Leakage) Test Method & Test2 Calculated Standard' CFM25 Target Air Handler Present _ -- 5 6 CFM25 per 100 sf of CFA - 06 X_ CFA <_ CFMzs Air Handler not Present 5 4 CFM25 per 100 sf of CFA - 04 x CFA _< _ CFM25 Post Construction Test Method & Test2 Calculated Standard' CFM25 Target Air Handler Present (Total Leakage) <S CFM25 per 100 sf of CFA - 08 X CFAs CFM25 Air Handler Present(Leakage to Exterior) 06 X CFAs CFM25 <_6 CFM25 per 100 sf of CFA L2Test t results must comply with onL*of the Standards options. CFM25 must be equal to or less than the calculated target. Air Leakage testing Calculator (Blower Door Test) Standard Tested CFMSO Calculated Test Result (( 2� CFM50 X O.OS5) _ ( 15571 CFA X 144)) =SLA 0.00030 SLA it it divided by 223.34E = SLA SLA = .C'16 0 2 3 Glossary Rough-In: After installation of the complete air distribution system but before installation of insulation and sheet rock. Allows for access to all duct seams and connections for re-evaluation of seal integrity if standard is not met in intitial test. Post Construction: At or near final inspection. The home must be complete enough to pressurize the home to 25 pa. Total Leakage: Aggregation of the entire systems duct leakage in a duct test. Leakage to Exterior: Aggregation of all duct system leaks to the exterior of the CFA in a duct test. CFA: Conditioned floor area CFM25: Cubic feet per minute of air leakage at 25 pascals of pressure CFMso: Cubic feet per minute of air leakage at 50 pascals of pressure Pascal(pa): Unit of pressure SLA: Specific leakage area uuct Testing Code Language _p.3 Sealing:All ducts, air handlers,filter boxes, and building cavities used as ducts shall be sealed.Joints and shall comply with Section M1601.3 of the International Residential Code or Section 603.9 of the International anica I Code. Duct tightness testing shall be conducted to verify that the ducts are sealed. A signed affidavit G �rtentir1g the test results shall he provided to the jurisdiction having authority by the testing agent. When required �f building official,the test shall be conducted in the presence of department staff. Duct tightness shall be verified Jr- =►,er of the following: e � const1ruction test: Leakage to outdoors shall be less than or equal to 6 cfm per 100 square feet of conditioned floor �� i or a total IeakdHe less than or equal to 8 cfm per 100 square feet of conditioned floor area when tested at a I-6 a vre differential of 0.1 inches w.g. (25 Pascals) across the entire system, including the manufacturer's air handler sure. All register boots shall be taped or otherwise sealed during the test. f-s h_in test:Total leakage shall be less than or equal to 6 cfm per 100 square feet of conditioned floor area when rz n 99%data Pressure differential of 0.1 inches w.g. (25 Pascals) across the roughed-in system, including the tes n facturer's air handler enclosure.All register boots shall be taped or otherwise sealed during the test. If the air �� � filer is not installed at the time of the test, total leakage shall be less than or equal to 4 cfm per 100 square feet of t'a n 4r3itioned floor area. c=a G EPTIO Ns: E p uct tightness test is not required if the air handler and all ducts are located within conditioned space. 1- uct tightness test is not required if the furnace is a nondirect vent type combustion appliance installed in an 2. conditioned space.A maximum of six feet of connected ductwork in the unconditioned space is allowed. All V nG d itional supply and return ducts shall be within the conditioned space. Ducts outside the conditioned space shall be d a a ype duct sealant and insulated on the exterior with R-8 insulation for above grade ducts and R-5 led with a mastic t se Air Leakage Testing Code Language 5.2,4.5 building Air Leakage Testing:Building envelope air leakage control shall be considered acceptable when tested to have an air leakage less than 0.00030 Specific Leakage Area (SLA)when tested with a blower door at a press of 50 Pascals(0.2 inch w.g.).Testing shall occur at any time after rough in and after installation of penetrations of the building clope, including penetrations for utilities,plumbing,electrical,ventilation, and combustion appliances and sealing en" When required by the building official,the test shall be conducted in the presence of department staff. The thereof.W q blovver door test results shall be recorded on the certificate required in Section 105.4. EXCEPTIONS: 1 Additions less than 750 square feet. 2- once visual inspection has confirmed the presence of a gasket (see Section 502.4), operable windows and doors manufactured by small business shall be permitted to be sealed off at the frame prior to the test. Specific Leakage SLLArea(SLA)shall be CFM50 x 0.055)/(C A x 144) Where: CFM50 = Blowerdoor fan flow at 50 Pascal pressure difference CFA = Conditioned Floor Area of the housing unit During testing: Exterior windows and doors, fireplace and stove doors shall be closed, but not sealed. pampers shall be closed, but not sealed;including exhaust, intake, makeup air, back draft, and flue dampers; nd conditioned Interior doors connecting conditioned spaces shall be open; access hatches to conditioned crawl spaces a attics shall be open; doors connecting to unconditioned spaces shall be closed but not sealed; ilation systems and heat recovery ventilators shall be closed and sealed; Exterior openings for continuous operation vent Heating and cooling system(s)shall be turned off; HVAC ducts supply and return registers shall not be sealed. 40'-0` 16'-6' 10'-8" 12'-10" 7'-6" 9'-0" 5'-4" 5'•4• 6-4" 6-6' 4 40 6 BEDROOM 2 ^? U ING VAU TED MASTER BDRM 4'-4` 'y R� 42"112 WALL X.I. 2V �. 2666 76811 ARCH NALL 66 can O DIN ING p 2468 ASTER BATH O N 66 CFM B-D` � Q BAT Q � A I O O A 30"OPENING w O 1 t7 M ! PLANT SHELF = _...._-_ Q ! 2686 N M i. ATTIC v ■_ Alternate Detail for Steep Driveways w 2zxiv , c Verify with Project manager I AccEss 52 BOLLARDS R-13 Insulation in 2x4 wall ta'-1` s'-11" 54" o KITCHEN LWdNQWZ y VAULTED 3'49` o� N 20'-0" DRYER o..g - qfu O N M GARAGE „yam N CLOSET I _.._ .V �.—.�._.._._.. .... ` 506e E TRY p� r�, NO y 5'_T, ! U rr Two I LL DRYER BEDROOM 3 V.T.O V VAULTEDI N 1650 3068 SIMP.ST292 v TRAP TO T.PLATE h� °P NUC 1 B 1 16070 t M IVI A ! PORCH 43sgft A B B t i 6040 1 t SIMP.ST292 SIMP. 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