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2011-292 TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 Community Development - Building & Codes (518) 761-8256 CERTIFICATE OF OCCUPANCY Permit Number: P20110292 Date Issued: Thursday, November 15, 2012 This is to certify that work requested to be done as shown by Permit Number P20110292 has been completed. Location: 15 WILLOW Rd Tax Map Number: 523400-301-006-0002-026-000-0000 Owner: RICHARD &ELLEN DINOLFO Applicant: RICHARD & ELLEN DINOLFO This structure may be occupied as a: Residential Addition By Order of Town Board TOWN OF QUEENSBURY Issuance of this Certificate of Occupancy DOES NOT relieve the property owner of the responsibility for compliance with Site Plan,Variance, or other issues and conditions as a result of approvals by the Planning Board Director of Building&Code Enforcement or Zoning Board of Appeals. TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 Community Development-Building&Codes (518) 761-8256 BUILDING PERMIT Permit Number: P20110292 Application Number: A20110292 Tax Map No: 523400-301-006-0002-026-000-0000 Permission is hereby granted to: RICHARD &ELLEN DINOLFO For property located at. 15 WILLOW Rd in the Town of Queensbury,to construct or place at the above location in accordance with application together with plot plans and other information hereto filed and approved and in compliance with the NYS Uniform Building Codes and the Queensbury Zoning Ordinance. Tyre of Construction Value Owner Address: RICHARD &ELLEN DINOLFO 15 WILLOW Rd Residential Addition � $10,000.00 QUEENSBURY,NY 12804 Total Value $10,000.00 Contractor or Builder's Name/Address Electrical Inspection Agency Plans&Specifications 2011-292 58 sq ft residential addition $100.00 PERMIT FEE PAID-THIS PERMIT EXPIRES: Wednesday,June 27,2012 (If a longer period is required,an application for an extension must be made to the code Enforcement Officer of the Town of Queensbury before the expiration date.) Dated at the Tow of Qu nsb �p d e 27 2011 A SIGNED BY for the Town of Queensbury. Aa Director of Building&Code Enforcement ............� ......................... OFFICE USE ONLY .. .. .D, A.m J TAX MAP NO Y PERMIT NO. z— FEES! PERMIT RECREATION ; ; JUN 7.. ENGINEERING 2011 , , (If applicable) PRINCIPAL STRUCTURE' BUILDING&CODES APPLICATION FOR ZONING APPROVAL & BUILDING PERMIT A PERMIT MUST BE OBTAINED BEFORE BEGINNING CONSTRUCTION, APPLICATION IS SUBJECT TO REVIEW BEFORE ISSUANCE OF A VALID PERMIT FOR CONSTRUCTION. APPLICANT/BUILDER:. , /� OWNER: j- a ( �y ADDRESS: 111-71 5f' e 12�- luq ADDRESS: IS G.3 r!oLJ au�w,�x� PHONE NOS. $(-qy r 7 9 (=123- PHONE NOS. CONTACT PERSON FOR BUILDING & CODES COMPLIANCE:R,` ,�{ H0NE:_ 7 L/- 5'JJ LOCATION OF.PROPERTY:_l S l J `I �,VI-` w'Y HAS THERE BEEN A SITE PLAN REVIEW; VARIANCE OR SUBDIVISION APPROVAL? ❑ YES IR NO IF SO, INDICATE APPLICATION NO.AND DATE OF APPROVAL: PLEASE INDICATE MEASUREMENTS AS REQUIRED BELOW: CHECK ALL THAT Z APPLY TO YOUR Z O LC 0 PROJECT O_ C) O d w w uj �- J � H w 0 J w w p w = 9 C) CD 0 z Q ¢ c- � N � O � OF zwz I— w CL 2 co SINGLE FAMILY V 5^� r02 TWO-FAMILY MULTI-FAMILY (NO. of UNITS ) TOWNHOUSE BUSINESS OFFICE RETAIL- MERCANTILE FACTORY OR INDUSTRIAL ATTACHED GARAGE(1,2,3) OTHER IF COMMERCIAL OR INDUSTRIAL- NAME ')F BUSINESS: ESTIMATED CONSTRUCTION COST: 1 Q I bOb P oa FUEL TYP (id- 5 '. B 3-LGL I I-05 ARE THERE;ST.RUCTURES NOT SHOWN ON PLOT PLAN? t 'ARE TYHERE EASEMENTS ON PROPERTY? I acknowledge no construction activities shall•be commenced prior to issuance of a valid permit. I certify that the application, plans, and supporting materials are a.true and complete statement/description of the work proposed, that all work will be performed in accordance with the NY State Building Codes, local building laws and ordinances; and in conformance with local zoning regulations. I acknowledge that prior to occupying the facilities proposed,,I or my agents will obtain a certificate of occupancy. I also understand that I/we are required to provide an as-built survey by a licensed land surveyor of all newly constructed facilities prior to issuance of a certificate of occupancy. I have rea nQ gre . to the abo e. Signed Director of Building & Codes: 761-8256 (for questions regarding Building Permits, construction codes or septic systems) Zoning Administrator: 761-8218 (for questions regarding required permits, the permit process, application requirements or to schedule an appointment) Permission is hereby granted to the above This application / proposed action described Applicant to erect or alter the building herein is found to be in accordance with the described herein in accordance with said zoning Laws of the Town of Queensbury. Application: , BUILDING & CODES APPROVAL I ; ZONING APPROVAL DATE DATE QUESTIONS? CALL 761-8256 OR EMAIL codes(&gueensbury net Office Use Only VISIT OUR WEBSITE FOR MORE INFORMATION CoriarrtrrEeitf Develop O ictt 5 uent �� ari�rr gl�uccrrshury 742 !Alit Road • �?rr��crrsir�rrr�. Ncr� lr'ork -3280. ---- - ----- , W'ND0W SCHEDULE ' JOB SITE/ADDRESS: ------------ OWNER; DATE: . D��I� WINDOW. APPLICATION NO.; NO,OR WINDOW UNIT OR LETTER MANUFACTURER WINDOW STOCK ROUGH ROUGH CLEAR CLEAR NAME MODELfrYPE NUMBER OPENING OPENING SQ.FT. SQ•FT. OPENING ON PLAN OPENING CALL 'WIDTH HEIGHT VENT EGRESS/CLEAR HEIGHT SPECIAL HARDWARE OR SIZE OPENING WIDTH IN INSTRUCTIONS (� f INCHES IN 1 E_'•I`G� - 7t -tr Kt;(8;` 5�i l� r l� INCHES r LmI�6� 35 1� jejtI�S' 1'g3i ' rs-� l' C� �y /� �j IG O I F o it l f�,(ilr 607, Yk Ce lr�s p`ll (l 7i� 5'S qo it Job Site Address: Date: Owner: Application No. File No. / 2 Building Permit — Calculation Sheet Natural Light, Ventilation & Emergency Egress Requirements Habitable Area of Req.Light Actual V Req.Vent Actual ' t,� G„1 Sq.Ft. Remarks Room Room `', 8%of Room Light '' 4%of Room Vent _ Opening for in Area Square ` Area Square v,�, Egress Square Footage a Footage t"^ Feet r, ge 32, ;;; 2 .s6 16�Z r ` 29 1 I fit, t".ac, (,. 142 jf l+ v� pg At �d ' 10i f c }•ti RIO L:\SueHemingway\Bui l ding.Pennit.FORMSW at.Li gh t.V en ti l.Calculati on.Sheet.doc - Queensbury Building & Code Enforce ent - Resi lenKwal Final Inspection✓ Office No. (518)761-8256 Arrive: am/pm Depart: s�m/pm Date Inspection request received: Inspectsr's Initials: 11 NAME: U PERMIT#: - LOCATION: z Ef UZ DATE: I FAA )-- TYPE OF STRUCTURE: Comments: 4 BuildingYes No NIA Number Address visible from road � J Chimney Height/"B"Vent/Direct Vent Location Fresh Air Intake 3 inch Plumbing Vent through roof minimum 18 inches Roof Complete/Exterior Finish Complete Platform at all exterior doors Handrail 4 or more risers Guards at stairs,decks,patios more than 30 inches above grade Guard at stairwell at 34 inches or more Guard at deck,porches 36 inches or more Handrail Termination at Newell Post or Wall Interior/Exterior Railings 34 inches to 38 inches Deck Bracing/Handicapped Ramp Compliant Grade away from foundation 6 inches with 10 feet 6 inch clearance to sill plate Gas Valve shut-off exposed/regulator 18 inches above grade Interior privacy/trim/doors/main entrance 36 inches Bathroom/Kitchen watertight Safety glazing/Window in stairwells safety glazing Interior Smoke Detectors/Carbon Monoxide Detectors Every level: Every Bedroom: C Outside every bedroom area: Inter Connected: Battery backup: Attic access 30 inches x 22 inches x 30 inches(height)in accessible area Crawl Spaces 18 inch x 24 inch access,I s .ft:150 s .ft.vents Bathroom Fans if no window Plumbing fixtures Foundation insulation to floor/Sticker on Panel Duct work sealed properly/Blower Door Test Certification Floor truss,draft stopping finished basement 1,000 s .ft. Emergency egress below grade Gas Furnace shut-off within 30 feet or within line of site Oil Furnace shut-off at entrance to furnace area Furnace/Hot Water Heater operating Low water shut-off boiler Relief Valves installed/Heat Trap/Water Temp 110 Enclosed Stairs Sheetrock Underside minimum%"Gypsum Basement stairs closed rise>4 inches Garage Floor Pitched Garage fireproofing/'/hour fire door/door closer Gas Logs in Sealed or Glass Enclosure Final Electrical;Energy Saving Light Bulbs 50% Final Survey Plot Plan Arc Fault Breaker Habitable Spaces/Tamper Proof Receptacles Flex Gas Pipe Bonding As Built Septic System/Sewer Dept. Inspection Sticker Site Plan /Variance required Flood Plain Certification,if required Okay to issue C/C or C 10 Temporary/Permanent LABuilding&Codes Forms\Building&Codes\Inspection Forms\Residential Final Inspection Form_revised_100405.doc;Revised January 7,2008;Revised 6/26/08,Revised 12/22/10,Revised 04/13/11 I/—A yk 1r COMMONWEALTH ELECTRICAL INSPECTION SERVICE,INC. Main Office 176 Doe Run Road-Manheim,PA 17545 MUNICIPAL CERTIFICATE - ELECTRICAL APPROVAL Permit No........................................Cert. No 19050Cut-in Card No..................................... Owner............. ........... /C)L1Y� ................................................................................................... Location......r�....t!r.�..a.L .IS...1..c1.....�`'.21....................................................�G.�......./............ JTc 1� Installation Consisting of. ..r ? ....................�..........................�....L'..��................................... ..............................................................:..................................................................................................................... .................................................................................................................................................................................... Installed By......aAA POUr06-9.... .. .........Lic.No................................................... The conditions following governed the issuance of this certificate,and any certificate previously issued is cancelled:- This certificate only covers the electrical equipment and installation conditions as of date. Upon the introduction of additional equipment or alterations,application shall be promptly made for inspection. Inspectors of this Company shall have the privilege of making iinsWtions at any time, and if its rules are violated,the Company shall have the right to rev ke his cer' e. z'i3r // Date...................................................INSPECTOR.......... . .....:.... ............................................................. Member N.RP.A..I.A.E.I. Rough Plumbing / Insulation i 4a n Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building &Code Enforcement Arrive: am/p Depart. am/pm 742 Bay Road, Queensbury, NY 128.04 Inspector's Initials: NAME: 3r /6; PERMIT#: l �% LOCATION: INSPECT ON: TYPE OF STRUCTURE: Y I N NIA Rough Plumbing/Nail Plates Plumbing Vent/Vents in Place 1 %inch minimum Drain Size Washing Machine Drain 2 inch minimum Cleanout every 100 feet/change of direction Pressure Test Drain/Vent Air/Head 5 P.S.I. or 10 ft. above highest connection for 15 minutes Pressure Test Water Supply Piping Ared .1 or 15 minutes Insulatio /Residential Chedc/Commercial Check 'jyvek Similar Exterior Sealant Pro er Vent, Attic Vent Door/Window Sealed Duct/Hot Water Piping Insulation If required unheated spaces Combustion Air Supply for Furnace Duct work sealed properly1 No duct tape COMMENTS: `7j L& Rough Plumbing Insulation Report.revised Nov 17 2003, revised February 15,2005, revised January 7,2008 Framing / Firestopping nspection Repo 5�9)— Office No. (518)761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: ', am/pm Depart: am/pm 742 Bay Road, Queensbury, NY 120N Inspector's Initials: NAME: / PERMIT#: Me? / LOCATION: r INSPECT ON: TYPE OF STRUCTURE: Y K I t-LA C_EN_ Framing A ss 22a x 30" minimum Jack Studs/Headers Bracing/Bridging Joist hangers Jadc Posts/Main Beams Exterior sheeting nailed properly. 12"O.C. Headroom 6 ft. 8 in. Stairwells 36 in. or more Exterior Deck Bracing Headroom 6 ft. 8 in. Notches/Holes/Bearing Walls Metal Strapping for Notches Top Plate 1 w 16 gauge 8 16D name each side Draft stopping 1,000 sq. ft. floor trusses Anchor Bolts 6 ft. or less on center Ice and water shield 24 inches from.wall Fire separation 1, 2, 3 hour Fire wall 2, 3, 4 hour Firestopping Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation House side'A inch or 5/8 inch Type X Garage side 5/8 inch Type X Ceiling/wall Wridows Habitable Space/Bedrooms 24 in. (H) 20 in. (V11) 5.7 sf above/below grade 5.0 sf grade LASuilding&Codes Forms-OLDSuiiding&CodesUnspeWon FnrrmlFrarning Finntopping Inspection Report.doc Revised January 7,2008 Icitarm i/n ge VF iire Sst o�pprin rl t' ion ep o/rt Office No. (518)761-8256 Date Inf'11'rr. request received: Queensbury Building&Code Enforcement Arrive: m/ Depart: am/pm 742 Bay Road, Queensbury, NY 12804 inspector's Initials: NAME: a h-0 PERMIT#: '� (? LOCATION: INSPECT ON: TYPE OF STRUCTURE: Y A COMMENTS: Framing • ss 22" x 30° minimum Jack Studs/Headers Bracing/Bridging Joist hangers Jadc Posts/Main Beams Exterior sheeting nailed properly 12"O.C. Headroom 6 ft. 8 in. Stairwells 36 in. or more Exterior Deck Bracing Headroom 6 ft. 8 in. Notches/Holes/Bearing Walls Metal Strapping for Notches Top Plate 1 !a w 16 gauge 8 16D nems each stile Draft stopping 1,000 sq. ft. floor trusses Anchor Bolts 6 ft. or less on center Ice and water shield 24 inches from.wall Fire separation 1, 2, 3 hour Fire wall.2, 3, 4 hour Firestopping Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation House side'A inch or 6/8 inch Type X Garage side 5/8 inch Type X CeilingiWall Windows Habitable Space/Bedrooms 24 in. (H) 20 in. (Vi) 5.7 sf above/below grade 5.0 sf grade I.Muilding&Codes Forms-oLOSuilding&Code Mnspection ForrnsTrarning FirsdoWng Inspection Report.doc Revised January 7,20M Framing / Firestopping lns"/c7onf e Office No. (518)761-8256 Date Inspection request received: Queensbury Building&Code Enforcement r4ti�s &nfflai m/ depart: am/pm 3 742 Bay Road, Queensbury, NY 12804 s• NAME: 16PERMIT* LOCATION: INSPECT ON: TYPE OF STRUCTURE: Y N N Framing A COMMENTS: Attic Access 27 x 30" minimum Jack Studs/Headers Bracing/Bridging Joist hangers Jadc Posts/Main Beams Exterior.sheeting nailed properly 12"O.C. Headroom 6 ft. 8 in. Stairwells 36 in. or more Exterior Deck Bracing Headroom 6 ft. 8 in. Notches/Holes/Bearing Walls Metal Strapping for Notches Top Plate 1 % w 16 gauge 8 16D naus each side Draft stopping 1,000 sq. ft floor trusses Anc 6 ft. or less on center 1 and water hieid 24 inches from.wall Rktnaratl6n 1, 2, 3 hour Fire wall.2, 3, 4 hour Firestopping Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation House side%inch or 5/8 inch Type X Garage side 5/8 inch Type X Ceiling/wall Windows Habitable Space/Bedrooms 24 in. (H) 20 in. (W) 5.7 sf above/below grade 5.0 sf grade LABuilding&Codes Forrrw0L0\Bu11ding&Codeminspewon FornwWr ruing Firedopping inspection Reporkdoc Revised January 7,2WO Foundation Inspection Report Office No.(518)761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive:IQ;L am/pm Depart: am/pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: a NAME: N, PERMIT#: LOCATION: INSPECT ON: TYPE OF STRUCTURE: Comm n i Y N N/A Footings Piers Monolithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this pwp2se on site. Foundation/Wallpour Reinforcement in Place voting Dowels or Keyway in place Foundation Dampproofu g Foundation Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab ill Approval Plumbing Under Slab P Miftj Copper Founddtion Insulation t .,",/Exterior Rough Grade 6 inch drop within 10 ft. L:\Building&Codes Forms\Building&Codes\InspeWon Fonns\Foundatlon Inspection Report.doc Last printed 12/20/2005 9:24:00 AM Framing / Firestopping Inspection Report Office No. (518)761-8256 Date Inspection request received: Queensbury Building &Code Enforcement Arrive: ��C_ am/pmSr,D!part: am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: NAME: �+ej 0 PERMIT tt, Z- LOCATION: LL-(-Q L-� I INSPECT ON: 7 x TYPE OF STRUCTURE: Y X N I MA COMMENTS: Framing Attic Access 22"x 30° minimum Jack Studs/Headers Bracing/Bridging Joist hangers Jack Posts/Main Beams Exterior sheeting nailed properly. IT O.C. Headroom 6 ft. 8 in. Stairwells 36 in. or more Exterior Deck Bracing Headroom 6 ft. 8 in. Notches/Holes/Bearing Walls Metal Strapping for Notches Top Plate 1 Yz w 16 gauge 8 16D naus each stile it Draft stopping 1,000 sq. ft floor trusses v Anchor Bolts 6 ft. or less on center Ice and water shield 24 inches from.wall Fire separation 1, 2, 3 hour Fire wall 2, 3, 4 hour Firestopping Penetration sealed 16 inch insulation in 2@v' y min. Garage Fire Separation House side%Inch or 518 inch Type X Garage side 5/8 inch Type X Ceilinghyall Windows Habitable Space/Bedrooms 24 in. (H) 20 in. (W) 5.7 sf above/below grade 5.0 sf grade LABuilding&Codes Fonns-01.0ftlidinp&CodesUnspection Fomt Wmrring FirstoWng Inspection Repottdoc Revised January 7,2008 Rough Plumbing / Insulation Inspection Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building &Code Enforcement Arrive: am/p part: am/pm 742 Bay Road, Queensbury, NY 12804 inspector's Initials: NAME: PERMIT : z -11 - LOCATION: cu emu, R n - INSPECT ON: =--2� 1\ ...� TYPE OF STRUCTURE: Y N NIA Rough Plumbing/Nail Plates Plumbing Vent/Vents in Place 1 %inch minimum Drain Size Washing Machine Drain 2 inch minimum Cleanout every 100 feet/change of direction Pressure Test Drain /Vent Air[Head 5 P.S.I. or 10 ft. above highest connection for 15 minutes Pressure Test W I r Supply Piping r��o2 'S yS. r/Head 50 P.S.I for 15 minutes Insulation/Residential Check/Commercial Check Tyvek or Similar Exterior Sealant Proper Vent, Attic Vent Door/Window Sealed No Insulation Duct/Hot Water Piping Insulation If required unheated spaces Combustion Air Supply for Furnace Duct work sealed properly/No duct tape COMMENTS: Rough Plumbing Insulation Report revised Nov 17 2003, revised February 15,2005, revised January 7,2008 Foundation Inspection Report ` Office No.(518)761-8256 Date Ins action �pques' received: Queensbury Building&Code Enforcement Arrive: am/p . Depart: am/pm 742 Bay Rd.,Queensbury,NY 12804 Inspector s Initials: NAME: ! PERMIT#: LOCATION: INSPECT ON: —/ .— TYPE OF STRUCTURE: Comm n Y N NA Footings Piers Monolithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this se on site. Foundation/Wallpour Reinforcement in Place Footing Dowels or Keyway in place J "Foun`darion Dainpproofing C1 - --- .�_� opt t bA�, p P,� nor: ,--�P Foundation waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab _ _Bacicfill Approval Q I Ko C—q-0 Plumbing Under Slab Fddk&ati6 ilasulatio° eHor./.Exterior , QQ It- Rough Grade 6 inch drop within 10 ft. r U\Building&Codes Forms\Building&Codes\Inspeddon fonns\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM J, f /� oe r- �'/ 7 ur-3 Foundation Inspection Report. Office No.(518)761-8256 Date Ins action reques receiv®d: Queensbury Building&Code Enforcement Arrive• am/p Depart: am/pm 742 Bay Rd.,Queensbury,NY 12804 lnspec s 'tials: r NAME: PERMIT#: LOCATION: - INSPECT ON: TYPE OF STRUCTURE: Comm n Y N NA Footings Piers Monolithic Slab Reinforcement in Place "e il The contractor is resp&n ible for providing protection from freezing ! for 48 hours following the placement of the concrete. Materials for this purpose on site. Foundation/Wallpour Reinforcement in Place Footing Dowels or Keyway in place Foundation Dampproofing f Foundation Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab Backfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior A.- Rough Grade 6 inch drop within 10 ft. L:\Building&Codes Forms\Building&Codes\Inspectlon Eons\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM Foundation Inspection Report Office No.(518)761-8256 Date Inspection request received: Queensbury Building 8t Code Enforcement Arrive: am/pm Depart:f� �am/pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: `(/ NAME: JPERMIT#: . LOCATION: 4LILI A, INSPECT ON: TYPE OF STRUCTURE: Footings Monolithic Slab Reinforcemotit in place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site. Foundation/Wallpour Reinforcement in Place Footing Dowels or Keyway in place Foundation Dampproofing Foundation Waterproofing Footing Drain Daylight.or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil V1 for wet areas under slab Backfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\Building&Codes Forms\Building&Codes\Inspettlon forms\Foundatlon Inspection Report.doc Last printed 12/20/2005 9:24:00 AM FRONT PROPERTY LINE 1[ 2-72— a . C � (1 V r_ V a y � o TOW 0 Q EE S UR N o BUIL 3 Based on our li wiour comm is ha I n t b co str ed a in sating the pl an ci a ins arein z, fult�ompliance 4w es NepYork State. 'a r 'o C (tT t 'a (B U �+ co m o ll1 � N z m U U cu n>- Q ——————— —— ———— o J w m IL d) o -Lax- - o � � (L w U 0 E 0 a C3 I o a e 0, o se ve , r i e s lie a f, a o lees .ucl a. he us el s, re s, l ., s ow 1 Oil tl is io um�n'. I Isc re re er [III a- eve p rs Jl ±,, sujed th _Hi t a i ce s<< f' d ag a o m. � 3 _ 0 GJA1U�� A E I TOWN ®F �U BUILDING & CODES DEPT. �]Nll AlU�dO8d 2JVB ( Reviewed By: Z�Z r REScheck Software Version 4.4.0 Compliance Certificate Project Title: Front Entrance Energy Code: 20091ECC Location: Warren County,New York Construction Type: Single Family Glazing Area Percentage: 47% Heating Degree Days: 8499 Climate Zone: 6 Construction Site: Owner/Agent: Designer/Contractor. Dinolfe Rich Ballweber Queensbury,NY 12804 Fort Ann,NY Compliance: Compliance:14.3%Better Than Code Maximum UA:28 Your ILIA:24 The%Better or Worse Than Code index reflects how dose to compliance the house is based on code tradeoff rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Gross • Assemblyor or D•• Perimeter • Ceiling 1:Flat Ceiling or Scissor Truss 32 38.0 0.0 1 Wall 1:Wood Frame,16"o.c. 32 21.0 0.0 1 Window 1:Wood Framebouble Pane with Low-E 11 0.310 3 Wall 2:Wood Frame,16"o.c. 32 21.0 0.0 1 Window 2:Wood Frame:Double Pane With Low-E 11 0.310 3 Wall 3:Wood Frame,16"o.c. 67 21.0 0.0 2 Door 1:Glass 39 0.250 10 Floor 1:Steel Frame,16"o.c.:2x8,Over Unconditioned Space 32 19.0 0.0 3 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 20091ECC requirements in REScheck Version 4.4.0 and to comply with the mandatory requireme list in�th 'ffiScllpck Inspection Checklist. Name-Title 'gnatu Date Project Title:Front Entrance Report date:04/20/11 Data filename:Untitled.rck Page 1 of 4 REScheck Software Version 4.4.0 NOInspection Checklist Callings: ❑Ceiling 1:Fiat Ceiling or Scissor Truss,R-38.0 cavity insulation Comments: Above-Grade Walls: ®Wall 1:Wood Frame,16"o.c.,R 21.0 cavity insulation Comments: U Wall 2 Wood Frame,16°o.c.,R-21.0 cavity insulation Gomments: U Wag 3:Wood Frame,tti o.c.,R 21.0 cavity insulation Comments: Windows: Ll Window 1:Wood Framettouble Pane with Low-E,U-factor 0.310 For windows Without labeled U-factors,describe features: Wanes Frame Type Thermal Break? Yes No Comments: ®Window 2:Wood Frame.0ouble Pane with Low-E,U-factor.0.310 For windows without labeled U-factors,describe features: Wanes Frame Type Thermal Break? Yes No Comments: Boors: ❑ Door 1:Glass,U-factor 0.250 Comments: Floors: ❑Floor 1:Steel Frame,16"o_c:2x6,Over Unconditioned Space,R-19.0 cavity insulation Comments: Floor insulation is Installed in permanent contact with the underside of the subtloor decking. Air L€akage: ❑ Joints(including rim joist junctions),attic access openings,penetrations,and all other such openings in the building envelope that aro sources of air leakage are sealed with caulk,gasketed,weatherstripped or otherwise sealed with an air barrier material,suitable film or solid material. ❑ Air harrier and seating exists on common wails 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. (3 Wood-buming 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. Project Title:Front Entrance Report date:04/20/91 Data filename:Untifled.rck Page 2 of 4 (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. M Comers,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. Materials Identification and Installation: 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. Insulation R-values and glazing U-factors are dearly marked on the building plans or specifications. Duct Insulation: 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: Building framing cavities are not used as supply ducts. 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 181 B 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). Lj 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 2.6 cfm(8 cfm per 100 ft2 of conditioned floor area). (2)Postconstruction total leakage test(including air handler enclosure):Less than or equal to 3.8 cfm(12 cfm per 100 f12 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 1.9 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 1.3 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. 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: 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. Project Title:Front Entrance Report date:04/20/11 Data filename: Untitied.rck Page 3 of 4 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. 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: 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: 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 V). Certificate: Lj 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: Front Entrance Report date:04/20/11 Data filename: Untitled.rck Page 4 of 4 009 IECC Energy Efficiency Certificate Lolling/Roaf 30.00 wall 21.00 Floor/Foundation 19.00 Ductwork(unconditioned spaces): Window 0.31 0.30 Door 0.25 0.19 Heating System: drooling System.• wlator Heater... Name: Date: Comments: w 5L0K TO W-f(v IIA WG 6KU5 rpONf. 8" f&G 5N1G, W/ 30# 5HIN<LE5 TO UK(? EXISTING , ON 2x6 F.A V5 10" r2->8 IN5 W/ FpOF /ENT CEILING f Y M-P, 12" ON W1 ALUM. FASCIA 3 VINYL VFNTI D 50FFif O'VEr; 20 SUP fO MATCH FX1511% 2x6 WALL 16" OL �-19 1/ 16115I1TG, & 51PING fO MATCH EXISTING - 2"0' FL,J5f W/ JL210 -IAN0R (EQUIVALENT) 3/ 4 T&G"FLp 8" IXOCK FOUN7A110N 1° FnerhiN��< I�i IN 2 FINNFOPI M%f .A`V,5 ON 16" x 8" h a��, eMrvDv�a:� i •' '-ONNG W/ 2 #4 - �EC3A!? A,A 51b� a" PON INtiLAION 'WA 5PKF I � I cl 1h 5'Ef' FOUNbAIaN PLAN a b�1'AI� N511N6 HOU5� FLAN NOTES; I, GO NOT SCALE C712AWN6 2, VERIFY ALL PIMEN510N5 MOP, TO CON`rIW0N & NO1FY OWWF OF ANY GI5CpVANCF5 3, ONNFV & CONfr'/ oC SHALL CONSULT LOCAL %ILGING GE ww'Nf TO FN%pf THE INFORMATION ON THIS DRAWING CONFORMS TO ALL BUILDING CODES 4, FOO %I f0 OF MIN, OF4B" C rLON/ GQAM 5, MIN. 8" MA5OWY FOLNDAWN WALL, 6, NEW FDf, f0 CAE NNW f0 FXI%% W/ #4 V. J0t5 %E MAN,F, SPEC, FOR NAILING SCN, 7jzi