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HomeMy WebLinkAbout2010 - SFR TOWN OF MONTVILLE Building Department 310 NORWICH-NEW LONDON TURNPIKE UNCASVILLE, CT 06382-2599 TEL. (860)848-3030 X382 FAX. (860) 848-7231 BUILDING PERMIT Permit Number: B2010-0431 Date: 25-Oct-10 Map/Lot: 096/036-000 Owner ID: 5301000 Project Location: 47 PARK AVENUE EXTENSION Unit: Job Description: New Single Family Residence Owner Nam Guy F and Karen J O'Brien Tenant Name N/A Careof: 47 Park Ave Extension Uncasville CT 06382- Telephone: (860)319-7495 Contractor Nam Lynn Nelson Telephone: (860)848-1181 DBA: Nelson Building&Construction LLC Lic/Reg Type NHC Lic/Reg No 3521 511 Fitch Hill Road Exp Date: 30-Sep-11 Uncasville CT 06382- Construction Value Permit Fees Construction Information Building Value: $217,237.00 Building Fee: $2,180.00 Use Group: IRC Plumbing Value: $35,381.00 Plumbing Fee: $360.00 Code: 2005 State Building Code Mechanical Valu $39,484.00 Mechanical Fee $400.00 Electrical Value: $11,159.00 Electrical Fee: $120.00 Construction Type IRC Total Value: $303,261.00 Penalty Fee: $0.00 Permit Code: R2 C of 0 Fee: $25.00 Comment Plan Review Fe $306.00 State Ed Fee: $78.85 Total Fee Paid: $3,469.85 It shall be the owners repsonsibility to schedule the following inspections a minimum of 2 business days in advance: Field set of approved construction documents shall be available onsite during all inspections. BUILDING PERMIT INSPECTIONS PLUMBING,MECHANICAL,ELECTRICAL PERMIT INSPECTIONS © Footing-Prior to pouring concrete © R Plumbing and leak test ❑ Deck Piers R Electrical Backfill-Fooling drains and waterproofing Elec Trench-with conduit installed ❑ Concrete Slab-Prior to pouring concrete ❑ Pool Bonding Anchor Bolts-with sill plate and prior to floor framin © Electrical Service CRS No: 0 © Framing El R HVAC ❑ Masonry Fireplace Throat or Chimney Thimble ❑ Gas Piping and leak test ❑ Fireblocking Draffstopping INSPECTION REQUIRED UPON COMPLETION © Insulation ❑ Certificat- of Approval e.' cote of Occupancy Buildin• Official's •••roval: ��� - `— — Building Department Residential Plan Review Form Q Date: //3 O/f 4) Job Address: //7 &t/'' Ave Ex 1- . Job Description: F/ Your permit application is being rejected for the items checked off or commented on. The required information must submitted for review(two sets are required) (C.G.S.29-252&) This list is offered as a guideline only. It is not meant to be all-inclusive for every permit application,nor is it meant to take the place of the State Building Code. SUPPORTING DOCUMENTATION FLOOR PLAN .Permit application not completed No plans submitted or insufficient information Permit fee due$ Basement floor plan required Permit fee to be calculated .4 Second floor plan required Worker's comp.affidavit or worker's comp.certificate to be submitted Dimensions not provided or insufficient Copy of contractor's registration or license required Kitchen layout not provided Construction permit sign-off sheet required with appropriate approvals,it shall Bathroom layout and space clearances are insufficient be the applicant's responsibility to obtain the required signatures Ceiling heights not identified or insufficient Affidavit required from the holder of the registration or license authorizing you Attic access location and size not indicated or insufficient to apply for a permit with their information Attic access must be in a readily accessible location(not over shelving) Provide supporting documentation to show compliance with the 2003 IECC Use of room(s)not identified or unclear (Wow.eneri;tcodes.gov)OR Plans required for the existing residence for each floor with dimensions • One-and Two-Family Dwellings with S 15%glazing area to conform to the requirements of section NI102.1 WINDOWS&DOORS • Townhouses with S 25%glazing area to conform to the requirements of Door sizes not identified section N1102.1 Window size&type not identified Two sets of construction documents required, this includes all engineering Emergency escape& rescue opening required in the basement or two code data,calculations and all other documentation(R106.1) compliant stairs per section 310.1 Documents are copyright protected,provide original plans or a letter from the Indicate the required light and ventilation for each habitable room or space designer authorizing the duplication of the plans Indicate the bedroom egress window Field set of the approved construction documents are required to be picked up Egress window sill height not identified from our office and must be available on site during all inspections Window header size not identified or insufficient Construction documents shall be of sufficient clarity to indicate the location, Door header size not identified or insufficient nature and extent of the work proposed as per section R106.1.1 Window well details not provided or insufficient Construction documents do not match the orientation of the structure on the site plan GARAGE and CARPORTS WIND LIMITATIONS No plan submitted or insufficient information provided Building section required Submit supporting data to show conformance with the wind limitations (3 Opening protection between the second gust @ 110 mph) OP g garage and residence is not identified or Designpublication needs to be identified WFCM,chapter 3; insufficient per section R309.1 ( pWFCM,chapter Separation between the garage and the residence is not identified or insufficient 2;ASCE 7-2002;SSTD10-99) per section R309.2 Documents required to be stamped and signed by a CT registered Professional Engineer ELEVATIONS Documents must be designed to either No plans submitted or insufficient information • Wood Frame Construction Manual,2001 edition Plans do not match the floor plans • ASCE 7—2002 edition Finish grade not identified or does not match the site plan • SSTD 10—1999 edition Building height(s)not identified Documents required to be stamped and signed by a CT registered Professional Dimension height of chimney Engineer if based on ASCE 7-02 or WFCM chapter 2 Roof pitches not identified Shear walls not identified on the construction documents or are insufficient Shear wall calculations required BUILDING SECTIONS&DETAILS Ridge connection not identified or insufficient Full building section not provided or insufficient Roof-to-wall connection not identified or insufficient Floor-to-floor heights not identified Wall-to-wall connection not identified or insufficient Additional sections and details required Wall-to-sill connection not identified or insufficient Draft stopping details not provided or insufficient Provide engineering data for the piers to resist gravity,lateral,shear and uplift loads,stamped and signed by a CT licensed design professional STAIRS Hold-down devices,location and type not identified or insufficient Stair not shown on the basement floor plan Foundation anchor spacing not identified or insufficient Stair not shown on the second floor plan Construction documents do not match the engineering data submitted Riser height not identified or insufficient Cold-formed steel framing shall be designed in accordance with COFS/PM- Tread de th not identified or insufficient 2001 edition P Nosing required for closed riser stairs SITE PLAN Riser opening can not allow the passage of a 4"sphere Plans required Winder stair—detailed plans required Plans do not match the building plans Spiral stair—detailed plans required Finish floor elevation not indicated Stair width required to be minimum of 36"above the required handrail height Handrail detail not provided or insufficient detail Distance from the property line(s)to the structure not identified Guardrail detail not provided or insufficient detail Structure dimensions not provided Headroom height not identified or insufficient Existing and proposed contours are not provided or insufficient 36"landing required at the bottom of the stairs Footing drain discharge not identified 36"landing required at the top of the stairs Utilities not provided(electrical,phone,cable,sewer,water,gas) Frost protection required,provide details and connections Delineation of flood hazard areas and design flood elevation is required per section R106.1.3 Private sewage disposal system to be identified along with all technical and soil WALLS data as per section R106.2.1 Stud size and spacing not provided or insufficient Grading is to slope away from the building,provide more detailed information Sheathing type not provided or insufficient Plan submitted is not the same plan that has been approved by the Zoning Department and/or Health Department FLOOR FRAMING Retaining wall—construction documents required Plans required showing joists,beams and openings Retaining wall documents required to be stamped and signed by a Connecticut Bearing partitions not provided or indicated Registered Professional Engineer Framing direction not indicated or unclear Beam span&size not provided or insufficient FOUNDATION Joist span,size&spacing not provided No plans submitted or insufficient information Joist's over-spanned Dimensions required Beam over-spanned Wall thickness not identified Provide design data for all unaligned wall and floor bearing points Footing size not identified Point loads not identified on beam data Frost protection not identified or is insufficient Framing less than 18"to grade to be pressure treated or decay resistant Column type,size,spacing not identified or insufficient Steel beam — must be stamped and signed by a Connecticut Professional Waterproofing details not provided or insufficient Engineer Pier type,size and anchor details not provided or insufficient LVL's—engineering data required Engineered foundation plan required I-joists—engineering data required Crawl space ventilation,location,type and size not provided or insufficient Design loads not provided or insufficient Crawl space access,location and size not provided or insufficient Soil testing data required in the area of the proposed structure and shall be made by an approved agency using an approved method,R401.4) 4rvised February 6,2006 Town of Montville Building Department CEILING FRAMING TWO-FAMILY DWELLING UNIT SEPARATION(R317.1) Plans required showing joists,beams and openings Separation by 1-hr fire-resistance construction,provide a listed assembly Bearing partitions not provided or indicated Rated wall and/or floor assemblies shall be tight against exterior walls and to Framing direction not indicated the underside of the roof sheathing,provide more detail Beam span&size not provided or insufficient Supporting construction shall have an equal or greater fire-resistive rating, Joist span,size&spacing not provided provide details Joist's over-spanned Beam over-spanned TOWNHOUSE SEPARATION(8317.2) Provide design data for all unaligned wall and floor bearing points One-hour rated assembly must have a listing for exposure from both sides(two Point loads not identified on beam data walls) Steel beam — must be stamped and signed by a Connecticut Professional Common wall assembly must be 2-hr fire-resistance rated and listed Engineer Mechanical equipment,ducts or vents not allowed in common 2hr wall LVL's—engineering data required Electrical penetration detail required for common wall 1-joists—engineering data required Common wall shall be continuous from the foundation to the underside of the Design loads not provided or insufficient roof sheathing Each individual unit shall be structurally independent ROOF FRAMING Parapet required or the roof decking or sheathing is of noncombustible Plans required showing rafters,beams and openings materials or approved fire retardant wood for 4 ft on each side of the wall(s) Bearing partitions not provided or indicated Framing direction not indicated FLOOD-RESISTANT CONSTRUCTION(12323) Beam span&size not provided or insufficient Documentation required to be submitted for the connection,anchored to resist Rafter span,size&spacing not provided flotation,collapse or permanent lateral movement Rafter's over-spanned Delineation of flood hazard areas,floodway boundaries,and flood zones and Beam over-spanned the flood design elevation to be identified on the site plan(R106.1.3) Provide design data for all unaligned wall and floor bearing points Elevation of the proposed lowest floor,including basement;in areas of shallow Point loads not identified on beam data flooding (AO zones), the height of the proposed lowest floor, including Steel beam — must be stamped and signed by a Connecticut Professional basement,above the adjacent highest grade shall be identified(8106.1.3) Engineer Electrical systems, equipment and components, and heating, ventilation, air LVL's—engineering data required conditioning and plumbing appliances, plumbing fixtures, duct systems, and other service equipment shall be located at or above the design flood elevation. 1-joists—engineering data required Valley rafter—engineering data required ELECTRICAL INFORMATION Collar tie size,spacing&location not identified or insufficient Roof trusses — Engineering data (signed and sealed by a Connecticut Plans required showing panel locations,GFCI,switches,lights and receptacle Professional Engineer) must be submitted and approved by the Building locations Department prior to installation Panel location not identified Roof truss data must be designed to ASCE 7-02 Receptacle locations not identified or insufficient Ridge beam supports not identified or insufficient GFCI receptacle locations not identified or insufficient Hip/valley beam supports not identified or insufficient / Lights and switches not identified or insufficient Rafter to beam connection detail not provided or insufficient Smoke alarms not identified or insufficient V CO detector(s)not identified or insufficient DECKS/PORCHES Electrical load calculations required >✓ Construction documents required Whirlpool tub/hydro message tub disconnect location not identified y' Dimensions required MECHANICAL INFORMATION Framing direction not indicated Beam span&size not provided or insufficient Plans required showing equipment locations,ductwork,etc. Joist span,size&spacing not provided Dryer vent routing not identified or insufficient Joist's over-spanned Heating,ventilation and air conditioning equipment locations not identified Beam over-spanned Heat loss/gain calculations required to be submitted Ledger—show attachment and flashing detail Heat loss/gain calculations do not match the information on the construction Post size or spacing not indicated documents Height of deck above adjacent finished grade not provided ti Combustion air calculations required Connections not identified or insufficient Winter design temperature is 7°F Plans do not match site plan FUEL GAS INFORMATION CHIMNEYS&FIREPLACES LP-Gas tank size and location not identified on the plans de Clearances to combustibles not indicated ort insufficient Trench detail not provided or insufficient Flue size not indicated or insufficient Piping diagram not submitted or insufficient Exterior combustion air source not identified PLUMBING SYSTEM INFORMATION Plan required showing fireplace opening size and clearances to combustibles Flue sizes No plans submitted or insufficient information Manufactures data and installation instructions for metal fireplaces and/or Building trap location not identified(inside or outside) wood stove required Sewer location not identified Dimension height of chimney above the roof Domestic water location not identified Manufacturers data for whirlpools,corner tubs&large tubs required Water heater size,type,and location to be submitted Comments: 1) fes -Cl eG S' i.'l c 0,-77":2/&/-c_ d es j'yp e e 642.4 :rs . 2] ,goes t;./77-r vz AC 7 Permit application reviewed by: Vernon D.Vesey II David M.Jensen Building Official Deputy Building Official 44-vised rFe6ruary 6,2006 Town of Montville Building Department 310 Norwich-New London Tpke. Tel. 860-848-3030, Ext 382 Uncasville, CT 06382 Fax. 860-848-7231 RESIDENTIAL PERMIT APPLICATION FORM Permit No.: ' I()--n31 Type of Work Occupancy Type Permit Type ❑ New Construction ❑Single Family 0 Building ❑Addition 0 Two-Family ❑ Plumbing ❑Alteration 0 Townhouse ❑Mechanical r3 ' t7 0 Accessory Structure 0 Electrical CRS#: " Job Address: I '-)ckr - X (Number) (Street) (Unit)(S Job Description: � v.J \"Or�— • Owner: GZLA.1/4) Cth Address: 1 7- t Lk 1 \ ( IJ A\ State: (_v - Zip Code: l Telephone: 8k,C) - 1 LI i t 'i Contractor: 1� r• i-� f-Q bay, DBA: , 1' ��v'� N.`d r vac= �p���TY'l.� c k c, . L L L Address: , 1h , ` •�V� City: GL,r 1 C A t1 State: �- Zip Code: 0638 C Telephone: 5 Gd-YL/V"//8/License Type: ki14 (License No.: 00032 I Expiration Date: I hereby certify that the proposed work will conform to the State Building Code and all other codes as adopted by the State of Connecticut and the Town of Montville and further attest that the proposed work is authorized by the owner in fee and that I am authorized to make application for a permit for such work as described above. ❑ By checking this box, I will follow the requirements of the 2005 NEC as the alternative compliance per section E3301.2.1 of the Residential Code, instead of the electrical requirements in chapters 33 through 42 of the Residential Code. Owner/Agent Signature: (., , JiDate: `i i 2 1 / Construction Value Permit Fees Building Value: Building Fee: Plumbing Value: Plumbing Fee: Mechanical Value: Mechanical Fee: Electrical Value: Electrical Fee: Total Value: Penalty Fee: C of 0 Fee: Plan Review Fee: State Ed Fee: Total Fee: Wcvised_August 23,2007 Town of Montville Building Department File Receipt Date: 22-Oct-10 Receipt No: 5893 Received From: O'Brien Construction Job Address: 47 Park Avenue Ext. Fees Collected State Educational Training Fee Cash: $0.00 Cash: $0.00 Check/Card $3,469.85 Check/Card $78.85 Check No: 269 Short/Over: $0.00 Construction Value: $303,261.00 Demolition Value: $0.00 Received By Carmen Kneeland CbA crn _ k. QC--.y & Address: 47 Park Ave.Ext. TOTAL ITEM OTY 5/UNIT Building Plumbing Mechanical Electrical BUILDING AREA New Construction 1370 SF $ 106.68 $ 146,151.60 $ 3644.20 Basement,Finished 1370 SF $ 23.01 $ 31523.70 $ 3,644.20 Basement,Unfinished - SF $ 12.40 $ - $- - Crawl Sapce SF $ 930 $ - Interior Renovations - SF $ 35.09 $ - $ - $ - - MANUFACTURED HOMES Ground Anchors SF $ 6.45 $ - $ - $ - - Basement SF $ 12.41 $ - $ - $ - - Crawl Space SF $ 9.31 $ - $ - $ - AMENITIES Kitchen 1 EA $ 16,960.60 $ 1,985.50 $ 678.81 Full Bathroom 2 EA S 25519.00 $ 205.70 Half-Bathroom 1 EA $ 7776.12 $ 102.85 GARAGE Attached 336 SF $ 51.26 $ 17223.36 $ 893.76 Detached - SF $ 69,53 $ - $ - Under - SF $ 10.03 $ - $ - Carport SF $ 19.89 $ - MECHANICAL Warm-Air y YIN 5 26,879.40 Hot Water n Y/N S - Electric n- Y/N $ - Air Conditioning y- Y/N 5 12,604.00 ELECTRICAL SERVICE Upgrade Amps $ - Overhead,new 200 Amps $ 1,989.24 Underground,new -Amps $ - Subpanel EA $ 599.50 $ - Gen Set - EA $ 3,850.00 $ - SOLID FUEL BURNING APPLIANCES Prefab Metal Fireplace EA $ 6,497.70 $ - Masonry w/lfireplace - EA $ 7,096.65 $ - Masonry w/2fireplaces - EA $ 11,095.70 $ - Wood Stove,free standing EA $ 2,692.25 $ - Wood stove insert EA $ 1,859.77 $ - DECKS,PORCHES,SUNROOMS Deck SF $ 43.07 $ - i • Porch 36 SF $ 149.38 $ 5,377.68 • Sunroom SF $ 176.90 $ - $ - POOLS&HOT TUBS Hot Tub EA $ 8,016.25 $ - $ - - Inground Pool EA $ 21,373.44 $ - $ - i Above Ground Round - EA $ 5,099.46 $ - $ - - Above Ground Oval EA $ 6,019.75 $ - $ - - I Pool Heater EA $ 8,98425 $ - - Inflatable Type Pool EA $ 1,550.00 $ - 6 SHEDS ado electrical SF $ 20.35 $ - adelectrical - SF $ 20.35 $ - $ - RENOVATIONS Roofing,Overlay SF $ 3.00 $ - Roofing,Strip&reroof - SF $ 4.00 $ - Root Sheathing - SF $ 1.31 $ - Siding - SF 5 5.50 $ - Windows - EA $ 500.00 $ - Skylights - EA $ 1,051.10 $ - Doors,Exterior - EA $ 601.50 $ - - Oil Tank,275 Gallon EA $ - - Oil Tank,550 Gallon EA $ - MISCELLANEOUS CALCULATIONS TOTALS $ 217,236.94 $ 35,380.62 5 39,483.40 $ 11,158.76 PERMIT FEE CALCULATIONS Construction Value Fee Building $ 217,237.00 $ 2,180.00 Plumbing y $ 35,381.00 $ 360.00 Mechanical y $ 39,484.00 $ 400.00 Electrical y $ 11,159.00 $ 120.00 Working before Permit Issuance $ - Certificate of Occupancy Fee $ 25.00 Plan Review Fee $ 306.00 State Education Fee $ 78.85 TOTALS $ 303,261.00 $ 3,469.85 Figures are based on the 2006 RS Means Residential Cost Data Be it known that NELSON BUILDING & CONSTRUCTION LLC 511 FITCH HILL RD UNCASVILLE, CT 06382 is certified by the Department of Consumer Protection as a registered NEW HOME CONSTRUCTION CONTRACTOR Registration #NHC.0003521 Effective: 10/01/2009 Expiration: 09/30/2011 Jerry Farrell,Jr.,Commissioner Town of Montville Building Department 310 Norwich-New London Tpke. Tel. 860-848-3030, Ext 382 Uncasville, CT 06382 Fax. 860-848-7231 CONSTRUCTION PERMIT APPROVAL y 7 PA r is NEA _ Property Address flLr'" ._ Job Description The applicant is responsible for obtaining all of the required approvals checked off on this form. No building permit will be issued until all of the required signatures have been obtained. Required Department Permit Issuance Approval Approval ( • Tax Collector �©csl-^ck . �4 \�-1<<c Required for all permits 0 Comments: --;-1 J WPCA, Administrative {�vu� G ' -_ 5/7,2/, Required for properties on sewer Comments: ❑ WPCA, Operations When Required by WPCA Comments: dZ )� / / Planning &Zoning /� Required for all permits ® Health Department? --u-Ti,j1--lf Required for properties with septic systems-Not required for Plumbing,Electrical,Mechanical,Roofing,Siding,Windows&Doors Comments: Department of Public Works t --------- 40404/A&0_,' Required when project includes driveway work or certain drainage requirements Comments: El State Dept. of Transportation Required for Structures over 100,000 sq.ft. or with more than 200 parking spaces-Official copy of STC Certificate of Operation required-per CGS 14-311 Comments: � /-� 1 • Fire Marshal ! t/ `0 Required for all permits .# Comments: I I\i(�1 L-1= -a,,,,,,,_.4 ccvisedAugust 5,2005 CREScheck Software Version 4.3.1 .I Compliance Certificate Project Title: O'Brien Residence Energy Code: 2009 IECC Location: Norwich, Connecticut Construction Type: Single Family Glazing Area Percentage: 17% Heating Degree Days: 5869 Climate Zone: 5 Construction Site: Owner/Agent: Designer/Contractor: 47 Park Ave Ext Guy O'Brien Bruno Hayn Colchester,CT 06415 47 Park Ave Ext Home Designs By Bruno Colchester,CT 06415 31 Sashel Lane Colchester,CT 06415 860-537-5345 bruno@homedesignsbybruno.com Compliance:Passes using UA trade-off Compliance:0.7%Better Than Code Maximum UA:1023 Your UA:1016 The%Better or Worse Than Code index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Gross Cavity Cont. Glazing UA Assembly Area or R-Value R-Value or Door Perimeter U-Factor Floor 1:All-Wood Joist/Truss:Over Unconditioned Space 1407 24.0 0.0 55 Floor 2:Slab-On-Grade:Unheated 903 10.0 693 Insulation depth:2.0' Wall 1:Wood Frame, 16"o.c. 459 15.0 7.0 22 Window 1:Vinyl Frame:Double Pane with Low-E 54 0.300 16 Wall 2:Wood Frame, 16"o.c. 279 15.0 7.0 14 Window 2:Vinyl Frame:Double Pane with Low-E 27 0.300 8 Wall 3:Wood Frame, 16"o.c. 459 15.0 7.0 21 Door 1:Glass 75 0.300 23 Wall 4:Wood Frame, 16"o.c. 252 15.0 7.0 11 Window 3:Vinyl Frame:Double Pane with Low-E 40 0.300 12 Door 2:Solid 21 0.300 6 Ceiling 1:Cathedral Ceiling(no attic) 713 38.0 0.0 19 Ceiling 2: Flat Ceiling or Scissor Truss 694 38.0 0.0 21 Basement Wall 1:Wood Frame 315 15.0 0.0 14 Wall height:9.0' Depth below grade:8.0' Insulation depth:7.0' Window 4:Vinyl Frame:Double Pane with Low-E 27 0.300 8 Door 3:Glass 42 0.300 13 Basement Wall 2:Solid Concrete or Masonry 459 15.0 0.0 28 Wall height:9.0' Depth below grade:8.0' Insulation depth:7.0' Basement Wall 3:Solid Concrete or Masonry 279 15.0 0.0 17 Wall height:9.0' Depth below grade:8.0' Insulation depth:7.0' Basement Wall 4:Solid Concrete or Masonry 252 15.0 0.0 15 Wall height:9.0' Depth below grade:8.0' Project Title: O'Brien Residence Report date: 09/19/10 Data filename: C:\Documents and Settings\Administrator\My Documents\REScheck\2010 Lynn-O'Brien.rck Page 1 of 6 Insulation depth:7.0' Compliance Statement: The proposed building design described here is consistent with the building plans,specifications,and other calculations submitted with the permit application.The proposed building has been designed to meet the 2009 IECC requirements in REScheck Version 4.3.1 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Name-Title Signature Date Project Notes: Single Family Home Project Title: O'Brien Residence Report date: 09/19/10 Data filename:C:\Documents and Settings\Administrator\My Documents\REScheck\2010 Lynn-O'Brien.rck Page 2 of 6 0 REScheck Software Version 4.3.1 Inspection Checklist Ceilings: ❑ Ceiling 1:Cathedral Ceiling(no attic),R-38.0 cavity insulation Comments: ❑ Ceiling 2: Flat Ceiling or Scissor Truss, R-38.0 cavity insulation Comments: Above-Grade Walls: ❑ Wall 1:Wood Frame, 16"o.c., R-15.0 cavity+R-7.0 continuous insulation Comments: ❑ Wall 2:Wood Frame, 16"o.c.,R-15.0 cavity+R-7.0 continuous insulation Comments: ❑ Wall 3:Wood Frame, 16"o.c., R-15.0 cavity+R-7.0 continuous insulation Comments: Li Wall 4:Wood Frame, 16"o.c.,R-15.0 cavity+R-7.0 continuous insulation Comments: Basement Walls: ❑ Basement Wall 1:Wood Frame,9.0'ht/8.0'bg/7.0'insul, R-15.0 cavity insulation Comments: ❑ Basement Wall 2:Solid Concrete or Masonry,9.0'ht/8.0'bg/7.0'insul, R-15.0 cavity insulation Comments: ❑ Basement Wall 3:Solid Concrete or Masonry,9.0'ht/8.0'bg/7.0'insul, R-15.0 cavity insulation Comments: Li Basement Wall 4:Solid Concrete or Masonry,9.0'ht/8.0'bg/7.0'insul, R-15.0 cavity insulation Comments: Windows: ❑ Window 1:Vinyl Frame:Double Pane with Low-E, U-factor:0.300 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑ Window 2:Vinyl Frame:Double Pane with Low-E, U-factor:0.300 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑ Window 3:Vinyl Frame:Double Pane with Low-E,U-factor:0.300 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑ Window 4:Vinyl Frame:Double Pane with Low-E, U-factor:0.300 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: Doors: Project Title: O'Brien Residence Report date: 09/19/10 Data filename:C:\Documents and Settings\Administrator\My Documents\REScheck\2010 Lynn-O'Brien.rck Page 3 of 6 ❑ Door 1:Glass, U-factor:0.300 Comments: ❑ Door 2:Solid, U-factor: 0.300 Comments: Li Door 3:Glass,U-factor:0.300 Comments: Floors: `1 Floor 1:All-Wood Joist/Truss:Over Unconditioned Space, R-24.0 cavity insulation Comments: Floor insulation is installed in permanent contact with the underside of the subfloor decking. ❑ Floor 2:Slab-On-Grade:Unheated,2.0'insulation depth,R-10.0 continuous insulation Comments: Slab insulation extends down from the top of the slab to at least 2.0 ft.OR down to at least the bottom of the slab then horizontally for a total distance of 2.0 ft. Air Leakage: • Joints(including rim joist junctions),attic access openings, penetrations,and all other such openings in the building envelope that are sources of air leakage are sealed with caulk,gasketed,weatherstripped or otherwise sealed with an air barrier material,suitable film or solid material. Li Air barrier and sealing exists on common walls between dwelling units,on exterior walls behind tubs/showers,and in openings between window/door jambs and framing. ❑ Recessed lights in the building thermal envelope are 1)type IC rated and ASTM E283 labeled and 2)sealed with a gasket or caulk between the housing and the interior wall or ceiling covering. ❑ Access doors separating conditioned from unconditioned space are weather-stripped and insulated(without insulation compression or damage)to at least the level of insulation on the surrounding surfaces.Where loose fill insulation exists,a baffle or retainer is installed to maintain insulation application. • Wood-burning fireplaces have gasketed doors and outdoor combustion air. Air Sealing and Insulation: ❑ Building envelope air tightness and insulation installation complies by either 1)a post rough-in blower door test result of less than 7 ACH at 33.5 psf OR 2)the following items have been satisfied: (a)Air barriers and thermal barrier: Installed on outside of air-permeable insulation and breaks or joints in the air barrier are filled or repaired. (b)Ceiling/attic:Air barrier in any dropped ceiling/soffit is substantially aligned with insulation and any gaps are sealed. (c)Above-grade walls: Insulation is installed in substantial contact and continuous alignment with the building envelope air barrier. (d)Floors:Air barrier is installed at any exposed edge of insulation. (e)Plumbing and wiring: Insulation is placed between outside and pipes. Batt insulation is cut to fit around wiring and plumbing,or sprayed/blown insulation extends behind piping and wiring. (f) Corners,headers,narrow framing cavities,and rim joists are insulated. (9)Shower/tub on exterior wall: Insulation exists between showers/tubs and exterior wall. Sunrooms: ❑ Sunrooms that are thermally isolated from the building envelope have a maximum fenestration U-factor of 0.50 and the maximum skylight U-factor of 0.75. New windows and doors separating the sunroom from conditioned space meet the building thermal envelope requirements. Vapor Retarder: ❑ Vapor retarder is installed on the warm-in-winter side of all non-vented framed ceilings,walls,and floors;or it has been determined that moisture or its freezing will not damage the materials;or other approved means to avoid condensation are provided. Comments: Materials Identification and Installation: Li Materials and equipment are installed in accordance with the manufacturer's installation instructions. ❑ Insulation is installed in substantial contact with the surface being insulated and in a manner that achieves the rated R-value. ❑ Materials and equipment are identified so that compliance can be determined. • Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment have been provided. Li Insulation R-values and glazing U-factors are clearly marked on the building plans or specifications. Duct Insulation: Project Title: O'Brien Residence Report date: 09/19/10 Data filename:C:\Documents and Settings\Administrator\My Documents\REScheck\2010 Lynn-O'Brien.rck Page 4 of 6 j Supply ducts in attics are insulated to a minimum of R-8.All other ducts in unconditioned spaces or outside the building envelope are , insulated to at least R-6. Duct Construction and Testing: Li Building framing cavities are not used as supply ducts. Li All joints and seams of air ducts,air handlers,filter boxes,and building cavities used as return ducts are substantially airtight by means of tapes,mastics,liquid sealants,gasketing or other approved closure systems.Tapes,mastics,and fasteners are rated UL 181A or UL 181B and are labeled according to the duct construction.Metal duct connections with equipment and/or fittings are mechanically fastened.Crimp joints for round metal ducts have a contact lap of at least 1 1/2 inches and are fastened with a minimum of three equally spaced sheet-metal screws. Exceptions: Joint and seams covered with spray polyurethane foam. Where a partially inaccessible duct connection exists,mechanical fasteners can be equally spaced on the exposed portion of the joint so as to prevent a hinge effect. Continuously welded and locking-type longitudinal joints and seams on ducts operating at less than 2 in.w.g.(500 Pa). Li Duct tightness test has been performed and meets one of the following test criteria: (1)Postconstruction leakage to outdoors test:Less than or equal to 112.6 cfm(8 cfm per 100 ft2 of conditioned floor area). (2)Postconstruction total leakage test(including air handler enclosure):Less than or equal to 168.8 cfm(12 cfm per 100 ft2 of conditioned floor area)pressure differential of 0.1 inches w.g. (3)Rough-in total leakage test with air handler installed:Less than or equal to 84.4 cfm(6 cfm per 100 ft2 of conditioned floor area) when tested at a pressure differential of 0.1 inches w.g. (4)Rough-in total leakage test without air handler installed: Less than or equal to 56.3 cfm(4 cfm per 100 ft2 of conditioned floor area). Heating and Cooling Equipment Sizing: ❑ Additional requirements for equipment sizing are included by an inspection for compliance with the International Residential Code. Li For systems serving multiple dwelling units documentation has been submitted demonstrating compliance with 2009 IECC Commercial Building Mechanical and/or Service Water Heating(Sections 503 and 504). Circulating Service Hot Water Systems: U Circulating service hot water pipes are insulated to R-2. • Circulating service hot water systems include an automatic or accessible manual switch to turn off the circulating pump when the system is not in use. Heating and Cooling Piping Insulation: HVAC piping conveying fluids above 105 degrees F or chilled fluids below 55 degrees F are insulated to R-3. Swimming Pools: Heated swimming pools have an on/off heater switch. ❑ Pool heaters operating on natural gas or LPG have an electronic pilot light. ❑ Timer switches on pool heaters and pumps are present. Exceptions: Where public health standards require continuous pump operation. Where pumps operate within solar-and/or waste-heat-recovery systems. u Heated swimming pools have a cover on or at the water surface.For pools heated over 90 degrees F(32 degrees C)the cover has a minimum insulation value of R-12. Exceptions: Covers are not required when 60%of the heating energy is from site-recovered energy or solar energy source. Lighting Requirements: U A minimum of 50 percent of the lamps in permanently installed lighting fixtures can be categorized as one of the following: (a)Compact fluorescent (b)T-8 or smaller diameter linear fluorescent (c)40 lumens per watt for lamp wattage<= 15 (d)50 lumens per watt for lamp wattage> 15 and <=40 (e)60 lumens per watt for lamp wattage>40 Other Requirements: u Snow-and ice-melting systems with energy supplied from the service to a building shall include automatic controls capable of shutting off the system when a)the pavement temperature is above 50 degrees F,b)no precipitation is falling,and c)the outdoor temperature is above 40 degrees F(a manual shutoff control is also permitted to satisfy requirement'c'). I Project Title: O'Brien Residence Report date: 09/19/10 Data filename:C:\Documents and Settings\Administrator\My Documents\REScheck\2010 Lynn-O'Brien.rck Page 5 of 6 Certificate: , J . A permanent certificate is provided on or in the electrical distribution panel listing the predominant insulation R-values;window U-factors;type and efficiency of space-conditioning and water heating equipment.The certificate does not cover or obstruct the visibility of the circuit directory label,service disconnect label or other required labels. NOTES TO FIELD: (Building Department Use Only) Project Title: O'Brien Residence Report date: 09/19/10 Data filename:C:\Documents and Settings Administrator\My Documents\REScheck\2010 Lynn-O'Brien.rck Page 6 of 6 2009 IECC Energy Efficiency Certificate Insulation Rating R-Value Ceiling/Roof 38.00 Wall 22.00 Floor/Foundation 24.00 Ductwork(unconditioned spaces): Glass&Door Rating U-Factor SHGC Window 0.30 0.30 Door 0.30 0.30 Heating &Cooling Equipment Efficiency Heating System: Cooling System: Water Heater: Name: Date: Comments: 3': 4 Y.. ®BoiseCascade Single 5-1/4" x 11-1/4" VERSA-LAM® 2.0 3100 SP Floor Beam\FB02 BC CALC®3.0 Design Report- US 1 span I No cantilevers 10/12 slope Saturday, September 18, 2010 Build 440 File Name: BC CALC Project Job Name: Description: FB02 Address: Specifier: City, State, Zip: , Designer: Customer: Company: Code reports: ESR-1040 Misc: _____._._ - c._ t t t t t .. ,* t t t t w t t t t t t t t t t 13-00-00 BO,3-1/2" 61, 3-1/2" LL 4,160 lbs LL 4,160 lbs DL 1,148 lbs DL 1,148 lbs Total Horizontal Product Length = 13-00-00 Live Dead Snow Wind Roof Live Trib.(in.) Load Summary Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% 1 Standard Load Unf. Area (psf) L 00-00-00 13-00-00 40 10 16-00-00 Controls Summary Value %Allowable Duration Case Span Disclosure Pos. Moment 16,056 ft-lbs 55.7% 100% 1 1 - Internal Completeness and accuracy of input must End Shear 4,304 lbs 38.4% 100% 1 1 - Left be verified by anyone who would rely on Total Load Defl. L/412 (0.365") 58.2% 1 1 output as evidence of suitability for Live Load Defl. L/526(0.286") 68.4% 1 1 particular application.Output here based Max Defl. 0.365" 36.5% 1 1 on building code-accepted design properties and analysis methods. Span/ Depth 13.4 n/a 1 Installation of BOISE engineered wood products must be in accordance with %Allow %Allow current Installation Guide and applicable Bearing Supports Dim.(L x W) Value Support Member Material building codes.To obtain Installation Guide BO Post 3-1/2"x 3-1/2" 5,308 lbs n/a 57.8% Unspecified or ask questions,please call B1 Post 3-1/2"x 3-1/2" 5,308 lbs n/a 57.8% Unspecified (800)232-0788 before installation. BC CALC®, Cautions ALLJOIST® BC RIM BO RDTM,BCI®, Member is not fully supported at post BO. A connector is required at this bearing. BOISE GLULAMT^",SIMPLE FRAMING Member is not fully supported at post B1. A connector is required at this bearing. PLUS®,VERSA SA-LAM®,VERSA-RIM PLUS®,VERSA-RIM®, VERSA-STRAND®,VERSA-STUD®are Notes trademarks of Boise Cascade,L.L.C. Design meets Code minimum (L/240)Total load deflection criteria. Design meets Code minimum (L/360) Live load deflection criteria. Design meets arbitrary(1") Maximum load deflection criteria. Page 1 of 1