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2011-398 gait TOWN OFQ UEENSBURY Bay Road, 742 oa Queensbury,NY 12804-5902 (518) 761-8201 Community Development - Building & Codes (518) 761-8256 CERTIFICATE OF OCCUPANCY Permit Number: P20110398 Date Issued: Tuesday, November 08, 2011 This is to certify that work requested to be done as shown by Permit Number P20110398 has been completed. Location: 42 HOWARD St Tax Map Number: 523400-301-020-0001-035-002-0000 Owner: ROBERT & KAREN GREEN Applicant: LARRY CLUTE This structure may be occupied as a: Garage Attached By Order of Town Board Single Family Dwelling TOWN OF QUEENSBURY .i Issuance of this Certificate of Occupancy DOES NOT relieve the "-- ,,,„9 491 property owner of the responsibility for compliance with Site Plan, Variance,or other issues and conditions as a result of approvals by the Director of Building&Code Enforcement Planning Board or Zoning Board of Appeals. TOWN OF QUEENSBURY F4,0 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 Community Development-Building&Codes (518) 761-8256 BUILDING PERMIT Permit Number: P20110398 Application Number: A20110398 Tax Map No: 523400-301-020-0001-035-002-0000 Permission is hereby granted to: LARRY CLUTE For property located at: 42 HOWARD St 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. Type of Construction Value Owner Address: ROBERT&KAREN GREEN 42 HOWARD St Garage Attached QUEENSBURY,NY 12804 Single Family Dwelling $125,000.00 Total Value $125,000.00 Contractor or Builder's Name/Address Electrical Inspection Agency Plans&Specifications 2011-398 936 sq ft single family dwelling&320 sq ft garage $237.20 PERMIT FEE PAID-THIS PERMIT EXPIRES: Wednesday,August 15,2012 (If a longer period is required,an application for an extension must be made to the code Enforcement Officer of the Town of Queensbury before the expiration date.) Dated at the To'. . ! eensb k ,n�'' . ugust 15,2011 SIGNED BY Jav 4 . for the Town of Queensbury. Director of Building&Code Enforcement _ __ i _,, _ - -OFFICE USE ONLY `=-' + I TAX MAP NO. PERMIT NO. i ' _ t - AUG 0 9 2011 FEES: PERMIT-152,-2)7 7RECREATION 4.)4 ENGINEERING , , (If applicable) ' ;TOWN OF QUEENSBUl$( BUIWING W CODES PRINCIPAL STRUCTURE: 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: Cv.) e„pr” ,c�w�., OWNER: `C- ADDRESS: C4--Cake, A` ADDRESS: PHONE NOS. ."-rt, 7.x77 PHONE NOS. CONTACT PERSON FOR BUILDING&CODES COMPLIANCE:�� (ft� PHONE: �C,01 .2%S� LOCATION OF PROPERTY: E5- ' r QQuj.9� B J 301.- _,D 1- -5‘. .. HAS THERE BEEN A SITE PLAN REVIEW;VARIANCE OR SUBDIVISION APPROVAL? 0 YES " NO IF SO, INDICATE APPLICATION NO.AND DATE OF APPROVAL: PLEASE INDICATE MEASUREMENTS AS REQUIRED BELOW: CHECK ALL THAT z a t- APPLY TO YOUR z H ce 0 w co LIJLL wcn PROJECTF. 00 O O = i w w w w Q O00 w p w0 . Ci Hi- 01- w1Z z Q ¢ cn CNA CO Ow I— Lt. axea ? SINGLE FAMILY Y RS(o 9,S(0 1 .` i - TWO-FAMILY b MULTI-FAMILY (NO.of UNITS ) TOWNHOUSE BUSINESS OFFICE RETAIL- MERCANTILE FACTORY OR INDUSTRIAL . , ATTACHES #� . ` GARAG •4 3�� 320 1 5 OTHER Town of Queensbury* Community Development Office * 742 Bay Road, Queensbury NY 12804 Revised 4/14/2010 IF COMMERCIAL OR INDUSTRIAL—NAME OF BUSINESS: ESTIMATED CONSTRUCTION COST: 1.2S C')00 FUEL TYPE: v"vwt HEAT TYPE: -c.Ly *HOW MANY FIREPLACE(S): AND/OR WOODSTOVES(S): ZONING CATEGORY: ARE THERE WETLANDS ON THIS SITE? IS THIS A HISTORIC SITE? L_9n PROPOSED USE OF BUILDING OR ADDITION: ARE THERE STRUCTURES NOT SHOWN ON PLOT PLAN? Nk•.`�j ARE THERE EASEMENTS ON PROPERTY? *Please complete a separate Application for"Fuel Burning App':ar.es &Cn:mneys"available in our office 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 pro - an as-b it survey by a licensed land surveyor of all newly constructed facilities p '- o issuance of a - • icate of occupancy. I have read and . •ree to th- above Signed / � Dir-- or 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) Town of Queensbury* Community Development Office *742 Bay Road, Queensbury NY 12804 • Revised 4/14/2010 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 ZONING APPROVAL DATE DATE QUESTIONS? CALL 761-8256 OR EMAIL codes a(�queensburv.net Office Use Only VISIT OUR WEBSITE FOR MORE INFORMATION www.queensburv.net Operating Permit Issued: Yes No Occupancy Type: Construction Classification: Assembly Occupancy Limit: Special Conditions: Town of Queensbury* Community Development Office*742 Bay Road, Queensbury NY 12804 Revised 4/14/2010 OFFICE USE ONLY ill TAX MAP NO. PERMIT NO. ; ,f y y ''', t'PERMIT FEE APPROVALS: ZONING TOWN CLERK APPLICATION FOR SEPTIC DISPOSAL SYSTEM PERMIT: A PERMIT MUST BE OBTAINED BEFORE WORK BEGINS. APPLICATION IS SUBJECT TO REVIEW BEFORE ISSUANCE OF A VALID PERMIT.( OWNER: CAA, INSTALLER: C kJ! t ,- ADDRESS: ADDRESS: (P2-�rq C �e.� # _ itIvNi PHONE NOS. Lb- , PHONE NOS. ( 1 S 727 7 LOCATION OF INSTALLATION: '/Zu-k . RESIDENCE INFORMATION: YEAR BUILT NO. X COMPUTATION = TOTAL DAILY FLOW BEDROOMS (Gallons per bedroom) GARBAGE GRINDER 1980 or older X 150 = INSTALLED? %%Do 1981-1991 X 130 = SPA OR HOT TQB_ 1992-present •- X 110 = Q INSTALLED? N L PARCEL INFORMATION: ✓ TOPOGRAPHY: FLAT ROLLING ></ STEEP SLOPE %SLOPE ✓ SOIL NATURE: SAND LOAM CLAY OTHER ✓ GROUNDWATER: AT WHAT DEPTH? ✓ BEDROCK/IMPERVIOUS MATERIAL: AT WHAT DEPTH? ✓ DOMESTIC WATER SUPLY: MUNICIPAL WELL (If well:water supply from any septic system absorption is: fq ✓ PERCOLATION TEST: RATE IS PER MIINUTE PER INCH[mpi] (Test to be completed by a licensed professional engineer or architect) PROPOSED SYSTEM FOR NEW CONSTRUCTION: All individual sewage disposal systems must be designed by a licensed professional engineer or architect(unless installed in a Planning Board approved subdivision). TANK SIZE: k OO 0 GALLON(MIN.SIZE IS 1,000 GAL.)Add 250 gallons to the size of the septic tank for each garbage grinder,spa or whirlpool tub. SYSTEM E: _ BSORPTION FIELD(WITH NO.2 STONE) Total length L )o ft. Each trench . - X Sa ❑SEEPAGE PIT(S)(WITH NO.3 STONE) How many? Size? ❑ALTERNATIVE SYSTEM Bed or other type? ❑ HOLDING TANK SYSTEM Total required capacity? Tank size? Number of tanks? NOTE: ALARM SYSTEM AND ASSOCIATED ELECTRICAL WORK MUST BE INSPECTED BY A TOWN APPROVED ELECTRICAL INSPECTION AGENCY. PLEASE REVIEW LIST PROVIDED. For your protection,please note that pursuant to Section 136-29 of the Code of the Town of Queensbury,any permit or approval granted which is based upon or is granted in reliance upon any material misrepresentation or failure to make a material fact or circumstance known b • . •-h., of an applicant,shall be void. I have read th- -gulations with re-pe. • • -pplication and agree to abide by ese and all r-• •e, e• - '•wn of Queensbury QUESTIONS? CALL 7614256 OR EMAIL Sanitary sewage P- pos% In. codesC<ilqueensburv.net �� ' • 7 Lf VISIT OUR WEBSITE FOR MORE INFORMATION nature!.-•erson -IIIIPP:onsible Date www•queensbury.net Town of Queensbury* Community Development Office*742 Bay Road, Queensbury NY 12804 IIIII Queensbury Building & Code Enforcement - Residential Final Inspection� — /lam Office No. (518) 761-8256 Arrive: am/pm 3rt: ' 4Damipm Date Inspection request received: l I t Inspector's Initials: NAME: L ✓T(- PERMIT#: ) I .- r LOCATION: Z 1-10u.A42. t> S-1-- . DATE: C1/// TYPE OF STRUCTUR : Comments: R._si No N/A 4" Building Number Address visible from road Z/, Chimney Height/"B"Vent/Direct Vent Location Fresh Air Intake 3 inch Plumbing Vent through roof minimum 18 inches Y Roof Complete/Exterior Finish Complete ld(1.7 Platform at all exterior doors Handrail 4 or more risers Guards at stairs,decks,patios more than 30 inches above grade V. Guard at stairwell at 34 inches or more (n Guard at deck, porches 36 inches or more Handrail Termination at Newell Post or Wall 7,,, 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 ,/.‘' 1>D .-0 � R� �Bathroom/Kitchen watertight V Safety glazing/Wind w in stairwells safety g ing ; / Interior Smoke Det ors/Carbon noxid Detectors / Every level: Eve Bedro m: j// Outside every bedroom a a: Inter Connected: Battery backup: Attic access 30 inches x 22 inches x 30 inches(height)in accessible area 7 if Crawl Spaces 18 inch x 24 inch access, 1 sq.ft.-150 sq.ft.vents Bathroom Fans,if no window Plumbing fixtures Y/✓ Foundation insulation/Insulation Certification/Sticker on Panel Floor truss,draft stopping finished basement 1,000 sq.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 • t/ Low water shut-off boiler Relief Valve(s)installed/Heat Trap/Water Temp 110 Enclosed Stairs Sheetrock Underside minimum 1/2"Gypsum / 7Basement stairs closed rise>4 inches V Garage Floor Pitched Garage fireproofing/s/.hour fire door/door closer V Duct work Sealed properly • / Gas Logs in Sealed or Glass Enclosure_ t/ Final Electrical t 1t 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 f Okay to issue C/C or C/O[Temporary/Permanent] L:\Building&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 (1030) /O- / 4°7. Framing iFirestopping Inspection Report Office No. (518)761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: am/pm Depart a m/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: ac 1' r , NAME: CjU'/Q_ PERMIT#: l s LOCATION: �%Z 1.7c r� S 1 INSPECT ON: lar „ TYPE OF STRUCTURE: Framing N J COMMENTS: Attic Access 22" x 30" minimum Jack Studs/Headers Bracing/Bridging Joist hangers Jack Posts/Main Beams Exterior sheeting nailed properly 1Y 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 gage(8) 16D nails each side Draft stopping 1,000 sq.ft.floor busses pBolts ; or less on center (410 Ice and water - - • 24 itches from wall • 1, 2, 3hour Fire waN 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 L:1Building&Codes Fortes-OLD 8uOding&Codes inepec bn Fonn*Vra ing Firestopping Inspection RepoLdoc Revised January 7,2008 lit Septic Inspection Report V1-1-1// (Office No. (518) 761-8256 Date Inspection request received: Queensbury Building &Code Enforcement Arrive: am/1m Depart: am/pm 742 Bay Rd., Queensbury, NY 12804 Inspector's Initials: NAME: Of e A igure PERMIT NO.: 1 ( 3 LOCATION: Z//bit t7 S/, INSPECT ON: % J RECHECK: Comments and/or diagram Soil Type: _-.•• / Loam/ Clay Type of Water: 'u ibi•. /Well Water Waterlin- •-ration distance ft. Well separation distance ft. Other wells: ft. Well Casing Length 50' + / - Y.._,_N N/A Absorption Field: Total length ig_ft. Length of each trench ft. Depth of trenches ft. Size of Stone - 'Z Seepage Pits: Number A, Size: ' 111 x Stone Size: n 'l" RUILT Piping Size Type Building to tank A.% Tank to Distribution Box 4'� � Distribution Box to Field/ Pit `` SZ)R— Opening Sealed: ___N End Cap ✓ _N Inlet/Outlet Pipes&Baffles VY—N Location/ Separations • Foundation to tank l0° ft. Foundation to absorption ` - ft. Separation of Pits ft. Conforms as per P Y Engineer Report a As-i Y.j /} N1 Location of System of Property: rr Front •ear Left Side Right Side Middle Front Middle Rear Y:• U - V&Approved •arti- 'proved and needs to be re-inspected, please call the Building &Codes Office Disapproved Last revised 06/18/07 L:\Building&Codes Forms-OLD\Building&Codes\Inspection Forms\Septic Inspection Report.doc 6iteRou h PlumbingIsiation Inspctio Re ort Office No. (518)761-8256 Date Inspection request received: Queensbury Building &Code Enforcement Arrive: am/pm Depart: 11 am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's initials: 01, its NAME: ( J )71( / PERMIT#: LOCATION: L c-= fes'( , INSPECT ON: TYPE OF STRUCTURE: 4 J Y N N/A Rough Plumbing/Nail Plates _ Plumbing Vent/Vents in Place 1 14 inch minimum Drain Size Washing Machine Drain 2 inch minimum Cleanout every 100 feet/change of direction Pressure Test Drain I Vent Air/Head 5 P.S.1. or 10 ft. above highest connection for 15 minutes Pressure Test Water Supply Piping Air/ • 15 minutes , • esidential Check/Commercial Check or Similar Exterior Sealant Proper Vent, Attic Vent Door/Window Sealed (No Insulation) Duct I Hot Water Piping Insulation If required unheated spaces Combustion Air Supply for Furnace Duct work sealed properly/No duct tape COMMENTS: �-'? e'C'L-‘"LIL a t -)`-)-6/tjt) Rough Plumbing Insulation Report.revised Nov 17 2003, revised February 15,2005, revised January 7,2008 -4/ tLi74ts‘,16 Rough Plumbing I Insulation n ection Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building &Code Enforcement Arrive: am/p art. ' m/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials _ NAME: rit,i PERMIT#: I- l4 LOCATION: II'�; 7Grr I. INSPECT ON: -/ TYPE OF STRUCTURE: Y N NIA Rough Plumbing/Nail Plates Plumbing Vent I 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 Air/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) �j ► �,�;, 'f . 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 Fir 15,2005, revised January 7,2008 2 2 -q /t/es-A347 . Framing / 'restoppi g Inspection Report Office No. (518)761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: am/pm Depart: am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials:4,16.4 NAME: C tf PERMIT#: l J�cI' LOCATION: /7/0‘,-)a rr,- SI-. INSPECT ON: TYPE OF STRUCTURE: naming Y i N. 1MA COMMENTS: Attic Access 22" x 30'minimum Jack Studs/Headers Bracing/BridgingJoist hangers Jack Posts/Main Beams Exterior sheeting nailed properly 12'O.C. Headroom 6 ft. Bin. Stairwells 36 in. or more Exterior Deck Bracing Headroom 6 ft. 8 in. • Notches/Hobs/Bearing Walls Metal Strapping for Notches Top Plate 1 %(w) 16 gauge(8) 16D nails each side Draft stopping 1,000 sq. ft.floor trusses Anchor Bolts 6 ft. or lesson center Ice and water shield 24 inches from wall Fire separation 1, 2, 3 hour F 2, , hour Firestopping 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 L:1Bhliding&Codes Forms OLD1Buiidirg&Codeslinspecion FormsVFrsming FMwtapping Inspection Reportdoc Revised January 7,2008 Rough Plumbing / Insulation Inspecti Report Office No. (518)761-8256 Date Inspection request received: Queensbury Building &Code Enforcement Arrive: am/pm Depart: - , - am/pm 742 Road, Queensbury, NY 12804 ins s Initials: a " Bay Factor' .,� NAME: /L1 - PERMIT#: Ii LOCATION: 4 Z- if vt-)(z INSPECT ON: TYPE OF STRUCTURE: ViN, NIA Rough Plumbing,/ ii Plates /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 Air/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 Reportrevised Nov 17 2003,revised February 15,2005, revised January 7,2008 2 --Li 714-A}r504)---, Foundation Inspection Report Office No.(518)761-8256 Date Inspection�g1uest received: Queensbury Building&Code Enforcement Arrive: - 7--Sitm/pm Depart: am/pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: NK r4 NAME: l t PERMIT#: // 7 LOCATION: L ja- S j�. INSPECT ON: TYPE OF STRUCTURE:_ Conimentt 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 purpose on site. Foundation/Wallpour Reinforcement in Place Footing Dowels or Keyway in place Foundation Dampproofmg Foundation Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width inc above footing mil po for wet areas under slab Bach: • ing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\Bulding&Codes Forms\Building&Codes\Inspection Forms\Foundation Inspection Report.doc Last prim 12/20/2005 9:24:00 AM (2 : oo) /- 3 Foundation tion Report Office No.(518)761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: am/pm Depart:,2 pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials:6,.c.) NAME: PERMIT#: LOCATION: T ',/'7 l� INSPECT ON: : SII TYPE OF STRUC fFt Comments 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 purpose on site. Foundation/Wallpour Reinforcement in Place "ma teivr`c Footing Dowels or Keyway in place Foundation Dampproofmg 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 R- Rough Grade 6 inch drop within 10 ft. L:\Building&Codes Forms\Building&Codes\Inspectlon Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM I i --.-) y x ,v COMMONWEALTH ELECTRICAL INSPECTION SERVICE,INC. Main Office 176 Doe Run Road-Manheim,PA 17545 MUNICIPAL CERTIFICATE - ELECTRICAL APPROVAL Permit No........................................Cert. N 2 2 2 q 14 Cut-in Card No..................................... Owner....................air. Z-47...................................................................................... Location....7.. r �i.'.G... ...........................................y../.................�..��............. Installation Consisting of...&...�.r....i��/.rzH ��P" 1 S 1 00S }. ...................../...... ............ ..�.�.....�... G ,��off.. ....;Z................................................................ ......................................... ....................................................................................................................................... InstalledBy........'Pb.K..................................................................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 ' coons at any time, and if its rules are violated,the Company shall have the rigw..to a this ate. Date.... �J- � �/............... INSPECTOR. ......... ..... ..................................................................... Member N.F.P.A..I.A.E.I. 1 t REScheck Software Version 4.4.1 Compliance Certificate Project Title: 26 x36 (936) Ranch Energy Code: 2010 New York Energy Conservation Construction Code Location: Warren County,New York Construction Type: Detached 1 or 2 Family Building Orientation: Bldg.faces 180 deg.from North Glazing Area Percentage: 13% Heating Degree Days: 7635 Climate Zone: 6 Construction Site: Owner/Agent: Designer/Contractor:. 42 HOWARD ST -CLUTE ENTERPRISES,INC QUEENSBURY,NY 12804 6 HOLDEN AVE QUEENSBURY,NY 12804 518-793-7277 CLUTE@ALBANY.TWCBC.COM Compliance-.-Passes using UA trade-off- Compliance:1.8%Better Than Code Maximum UA:164 Your UA:161 The%Better or Worse Than Code index reflects how dose 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. AssemblyGross Cavity Cont. Glazing UA or or •• Perimeter • Ceiling 1:Raised or Energy Truss 875 38.0 0.0 22 Wall 1:Wood Frame,16"o.c. 280 19.0 0.0 12 Orientation:Front Window 1:Vinyl Frame:Double Pane with Low-E 60 0.330 20 SHGC:0.40- Orientation:Front Door 1:Solid 20 0.160 3 Orientation:Front Basement Wall 1:Solid Concrete or Masonry 270 0.0 13.0 14 Orientation:Front Wall height 7.8' Depth below grade:7.0' Insulation depth:7.8' Basement Wall 2:Solid Concrete or Masonry 184 0.0 13.0 9 Orientation:Left Side Wall height:7.8' Depth below grade:7.0' Insulation depth:7.8' Basement Wall 3:Solid Concrete or Masonry 270 0.0. 13.0 14 Orientation:Back Wall height:7.8' Depth below grade:7.0' Insulation depth:7.8' Basement Wall 4:Solid Concrete,or Masonry 184 0.0 13.0 9 Orientation:Right Side " Wall height:7.8' Depth below grade:7.0' Insulation depth:7.8' Wall 2:Wood Frame,16"o.c. 200 19.0 0.0 11 Orientation:Left Side Door 2:Solid 19 0.160 3 Orientation:Left Side Wall 3:Wood Frame,16"o.c. 280 19.0 0.0 13 Project Title: 26 x36(936)Ranch Report date:08/09/11 Data filename:\\Clute1\shared data\Clute1\Rescheck\2011 -42 HOWARD ST QSBY-26x36.(936)RANCH.rck Page 1 of 5 t Orientation:Back Window 2:Vinyl Frame:Double Pane with Low-E 22 0.330 7 SHGC:0.40 Orientation:Back Door 3:Glass 40 0.310 12 SHGC:0.40 Orientation:Back Wall 4:Wood Frame,16"o.c. 200 19.0 0.0 12 Orientation:Right Side Compliance Statement The proposed building design described here is con . ent with the b ilding pl pecifications,and other calculations submitted with the permit application.The proposed building s been designed o m the 2 0 New York Energy Conservation Construction Code requirements in REScheck Version 4.4.1 and to cc ly with the mand ry quire nts listed in the REScheck Inspection Checklist. Name-Title . Sig re Date Project Title: 26 x36(936)Ranch Report date: 08/09/11 Data filename:\\Clutel\shared data\Clutel\Rescheck\2011-42 HOWARD ST QSBY-26x36(936)RANCH.rck Page 2 of 5 REScheck Software Version 4.4.1 Inspection Checklist Ceilings: ❑ Ceiling 1:Raised or Energy Truss,R-38.0 cavity insulation Comments: Insulation must achieve full height over the plate lines of exterior walls. Above-Grade Walls: ❑ Wall 1:Wood Frame,16"o.c.,R-19.0.cavity insulation Comments: ❑ Wall 2:Wood Frame,16"o.c.,R-19.0 cavity insulation Comments: ❑ Wall 3:Wood Frame,16"o.c.,R-19.0 cavity insulation Comments: ❑ Wall 4:Wood Frame,16"o.c.,R-19.0 cavity insulation Comments: Basement Walls: ❑ Basement Wall 1:Solid Concrete or Masonry,7.8'ht/7.0'bg/7.8'insul,R-13.0 continuous insulation Comments: ❑ Basement Wall 2:Solid Concrete or Masonry,7.8'ht/7.0'bg/7.8'insul,R-13.0 continuous insulation Comments: ❑ Basement Wall 3:Solid Concrete or Masonry,7.8'ht/7.0'bg/7.8'insul,R-13.0 continuous insulation Comments: ❑ Basement Wall 4:Solid Concrete or Masonry,7.8'ht/7.0'bg/7.8'insul,R-13.0 continuous insulation Comments: Windows: ❑ Window 1:Vinyl Frame:Double Pane with Low-E,U-factor.0.330 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.0.330 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: Note:Up to 15 sq.ft.of glazed fenestration per dwelling is exempt from U-factor and SHGC requirements. Doors: ❑ Door 1:Solid,U-factor:0.160 Comments: This door is exempt from the U-factor requirement. ❑ Door 2:Solid,U-factor.0.160 Comments: ❑ Door 3:Glass,U-factor:0.310 Comments: Air Leakage: Project Title: 26 x36(936)Ranch Report date: 08/09/11 Data filename:\\Clutel\shared data\Clutel\Rescheck\2011-42 HOWARD ST QSBY-26x36(936)RANCH.rck Page 3 of 5 Joints,penetrations,and all other such openings in the building envelope that are sources of air leakage are sealed. O Recessed lights are either 1)Type IC rated with enclosures sealed/gasketed against leaks to the ceiling,or 2)Type IC rated and ASTM E283 labeled,or 3)installed inside an air-tight assembly with a 0.5"clearance from combustible materials and a 3"clearance from insulation. 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: FI 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: Materials and equipment are installed in accordance with the manufacturer's installation instructions. Insulation is in 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,glazing U-factors,and heating equipment efficiency are clearly marked on the building plans or specifications. Duct Insulation: Fi Ducts in unconditioned spaces or outside the building are insulated to at least M. Cl Ducts in floor trusses above unconditioned spaces or above the outdoors are insulated to at least R-6. Duct Construction: ❑ Air handlers,filter boxes,and duct connections to flanges of air distribution system equipment or sheet metal fittings are sealed and mechanically fastened. All joints,seams,and connections are made substantially airtight with tapes,gasketing,mastics(adhesives)or other approved closure systems.Tapes and mastics are rated UL 181A or UL 181 B. Building framing cavities are not used as supply ducts. Lj Automatic or gravity dampers are installed on all outdoor air intakes and exhausts. Lj Additional requirements for tape sealing and metal duct crimping are included by an inspection for compliance with the International Mechanical Code. Temperature Controls: Thermostats exist for each separate HVAC system.A manual or automatic means to partially restrict or shut off the heating and/or cooling input to each zone or floor is provided. Heating and Cooling Equipment Sizing: Additional requirements for equipment sizing are included by an inspection for compliance with the International Residential Code. 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 R72. Certificate: 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. NOTES TO FIELD:(Building Department Use Only) Project Title: 26 x36(936)Ranch Report date: 08/09/11 Data filename:\\Clutel\shared data\Clute1\Rescheck\2011-42 HOWARD ST QSBY-26x36(936)RANCH.rck Page 4 of 5 2010 New York Energy Conservation Construction Code Certificate Insulation Rating R-Value Ceiling/Roof 38.00 Wall 19.00 Floor/Foundation 13.00 Ductwork(unconditioned spaces): Glass&Door Rating U-Factor SHGC Window 0.33 0.40 Door 0.31 0.40 CoolingHeating & Heating System: Cooling System: Water Heater. Name: Date: Comments: Revised 4/14/2010 WINDOW SCHEDULE JOB SITE/ADDRESS: DATE: �1 OWNER: APPLICATION NO.: WINDOW NO. WINDOW . WINDOW UNIT OR STOCK ROUGH ROUGH SQ.FT. SQ.FT. CLEAR CLEAR SPECIAL OR LETTER MANUF. MODEL NUMBER OPENING OPENING VENT EGRESS • OPENING OPENING HARDWARE ON PLAN NAME TYPE CALL SIZE WIDTH HEIGHT /CLEAR WIDTH IN HEIGHT IN OR OPENING INCHES INCHES INSTRUCT] ONS l Cf 4� 3 a Town of Queensbury ` Community Development Office '"742 Bay Road, Queensbury NY 12804 Revised 4/14/2010 BUILDING PERMIT CALCULATION.SHEET: NATURAL LIGHT,VENTILATION AND EMERGENCY EGRESS REQUIREMENTS Habitable Area of Required Actual light Required Actual Ventilation Square Foot Opening Remarks Room Room light square footage ventilation Square Footage for Egress In Square 8%of room 4%of room Feet area area 13a L� t Town of Queensbury*Community Development Office* 742 Bay Road, Queensbury NY 12804 GP.AJNY Consulfing, LLC 69 Hayden Point Loop Diamond Point, NY 12824 518 221 3240 1110212011 Clute Enterprises,Inc. 6 Holden Avenue Queensbury,NY 12804 Inspection Address: 42 Howard Street, Queensbury NY 12804 Report Number: 1102112 Dear Pam: At your request, the Blower Door Inspection of the post construction test to verify infiltration rate of the house as per requirements of the NY5.20I0 Energy Conservation Construction Code of the above property was performed on 1 1/02120 1 1. GRAJNY Consulting,LLC is pleased to submit the following report. The following data was provided: Square Footage of the house,including conditioned basement=2,184 SF Volume of the house,-including conditioned basement=18,3 56 CF Based on above,the following test data was collected: - infiltration Rate,including conditioned basement at 50 Pascal=827 CFM - ACH50,Actual Changes per Hour at 50 Pascal=827X60/18,356=2.7<7 The Instruments used for test were provided by the Energy Conservatory Digital Gauge DG 3 rated accuracy=+/- 1°1o,calibrated minimum once per year. Thank you for selecting our company-We appreciate the opportunity to be of service. Please call this office if there are any questions. Sincerely, Stan Grajny, PE NYS IRS Energy Rater BER-041 NYS PE 065406-1 0 p�ES Z'd d8£:6O 6 6 ZO^cN