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RC-000231-2016 TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5904 (518)761-8201 Community Development-Building& Codes (518)761-8256 CERTIFICATE OF OCCUPANCY Permit Number: RC-000231-2016 Date Issued: Tuesday, June 13, 2017 This is to certify that work requested to be done as shown by Permit Number RC-000231-2016 has been completed. Tax Map Number: 308.11-149.21 Location: 375 LUZERNE RD Owner: Gregory Garafalo,Regina Garafalo Applicant: Gregory Garafalo This structure may be occupied as a: 1592 s.f SFD w/2 car att.garage May 6,2016 Paid$50 to renew permit for one year until May 6,2017 By Order of Town Board TOWN OF QUEENSa11RY Issuance of this Certificate of Occupancy DOES NOT relieve the r 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 742 Bay Road,Queensbury,NY 12804-5904 (518)761-8201 Community Development-Building&Codes (518)761-8256 BUILDING PERMIT Permit Number: RC-000231-2016 Tax Map No: 308.11-149.21 REVISED Permission is hereby granted to: Regina Garafalo,Gregory Garafalo For property located at: 375 LUZERNE 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 Type of Construction Owner Name: Gregory Garafalo Single Family-New $150,000.00 Owner Address: 375 Luzeme RD Total Value $150,000.00 Queensbury,NY 12804 Contractor or Builders Name/Address Electrical Inspection Agency Plans&Specifications 1592 s.f SFD w/2 car att.garage $0.00 PERMIT FEE PAID-THIS PERMIT EXPIRES: Friday,April 29,2016 (If a longer period is required,an application for an extension must be made to the code Enforcement Officer of the Town of Queensbury before the expiration date.) Dated at the Town of eens n /�'huA 015 SIGNED BY: f_jyj!('/ /aJfor the Town of Queensbury. Directory oofffBuilding&Code Enforcement PRINCIPAL STRUCTURE APPLICATION (� p�� Office Use Only , --, 4.DATE NOVe ber I 2,0 ' LuiP L5 I Recei10 Tax Map ID 30s, l( 3. a1 TAX MAP ID C7 . i 1 -I — • ," I APR 2 3 201[Permit NO' 02O/3 Permit Fe 40`x^ Vd ZONING OWN OF QUEE Rec Fee 'rj BUILDIN(' ? r Site Plan' HISTORIC SITE Yes /No Subdivision# '$ Ie-olUa �� (0- 4P sb3 SUBDIVISION NAME �71R 6I J i CO Lot# `J�,1 �h c----- - � �` � W 9- opo "St6 9-fid /d TOWN BD.RESOLUTION 86-2013: $850 RECREATION FEE FOR NEW DWELLING UNITS,INCLUDING SINGLE FAMILY DWELLINGS,DUPLEXES OR TWO FAMILY DWELLINGS, MULTIPLE FAMILY DWELLINGS, APARTMENTS, CONDOMINIUMS, TOWNHOUSES, AND/OR MANUFACTURED & MODULAR HOMES, BUT NOT MOBILE HOMES. THIS IS IN ADDITION TO THE PERMIT FEE. APPLICANT Gre a ra-(6110 OWNER CI re) Cara T ca /O ADDRESS 5 l I I-U -z er n e RGI( ADDRESS 37I-�z.erne I RG1 Queer'tsbi ry f N• Y C (.lev, 5 1 it -y N. Y PHONE/E-MAIL 56 361 4 - c Z 8 3 ce I) PHONE/E-MAIL 51 g q - 9 z S • CONTRACTOR G(Pctl G a r a f it t , COST OF CONSTRUCTION(ESTIMATED): $ /5-- Ca ADDRESS: 311 LLer rt C1 BUILDING ADDRESS: S75 U Lu Ler ii Q_ Rd QLIPPncbury , N • Y. 513F-d-c)101- - -11 16 PHONE/E-MAIL f 917 - c z d CONTACT PERSON FOR BUILDING& CODES COMPLIANCE: Gr el L-a ri (c& to PHONE 79 dark L, TYPE OF CONSTRUCTION Check all that apply Please indicate measurements as required below New Addition Alteration 1St floor sq. ft. 2nd floor sq. ft. Total sq.ft. Height Single Family V/ LI 9.j , 651 150 Two-Family Multi-Family (# of units ) Townhouse Business Office Retail - Mercantile Factory- Industrial - Attached Garage / (# of ' ) X1 'v' 576 ±-_,- 7(, 1 E2.3 Other 1 Town of Queensbury Building&Codes Principal Structure Application July 2014 Town of Queensbury Thomas R. Van Ness Highway Department Highway Superintendent 742 Bay Road, Queensbury, NY 12804 Home: (518) 745-0929 Phone: (518) 761-8211 Fax: (518)745-4466 David Duell Deputy Highway Superintendent Home: (518) 745-0938 DRIVEWAY PERMIT e)/5 // Date: Applicant Name: ( i2j /4-12-464u3 Telephone No.: c/c3 —gq'f -yt,93 Address to Be Inspected: 375 E-aZt iO Qitu'2,Yi I✓//Z? Return Address: .57J Luz&2rnC ti / tJ / /2-&-)c( Applicant must show exact location and width of driveway(s) to be connected to the highway by placing stakes at the specified location. The Superintendent of Highways of the Town of Queensbury has reviewed this application. The following action has been taken: STEP 1: ( ) Preliminary approval NEED ( ) Slight Swale ( ) Deep Swale ( ) Level with the road ( ) Level with the top of the paved wing Size culvert pipe to be used (if necessary) ( ) 12" ( ) 15" ( ) 18" ( ) 24" ( ) 36" Preliminary inspection completed by: Date: Approval by Highway Supt.: (or) Deputy Supt.: Upon completion please resubmit this approval permit for a final approval. STEP 2: ( ) Final Approval ( ) Rejected Date: Thomas R. Van Ness, Highway Superintendent David Duell, Deputy Highway Superintendent 7 Town of Queensbury Building&Codes Principal Structure Application July 2014 SEPTIC DISPOSAL PERMIT AprilOffice Use Only DATE Lf , 7-016"-- Received Tax Map ID TAX MAP ID Og. 11- 1 ---0, 2-I Permit No. Permit Fee LOCATION OF INSTALLATION 37 S Latzer n GRef- Approvals: APPLICANTPHONE/E-MAIL F9 i+ - ']z g3 4204 ADDRESS Z Zi''Yl e, Koct G j INSTALLER/BUILDER: PHONE/E-MAIL ADDRESS: OWNER PHONE/E-MAIL Address CONTACT PERSON FOR BUILDIpVG&CODES COMPLIANCE: PHONE RESIDENCE INFORMATION Year Built #of bedrooms X Gallons per bedroom =Total Daily Flow 1980 or older Garbage grinder installed YEN V 1981-1991 Spa or Hot Tub installed _Y N 1992-Present 3 10 330 PARCEL INFORMATION / Topography V Flat rolling _Steep slope %slope Soil Nature IC Sand Loam Clay Other , Groundwater At what depth? nO tvAtER Bedrock/Impervious Material At what depth? t.1/A Domestic Water Supply /Municipal Well(if well,water supply from any septic system absorption is ft.) Percolation Test Rate: 5 7 per minute per inch(test to be completed by licensed engineering/architect) PROPOSED SYSTEM FOR NEW CONSTRUCTION Tank Size ICVO gallons(minimum size 1,000 gallons,add 250 gallons to size for each garbage grinder or spa or hot tub) System Type Absorption field with#2 stone Total length ) O ft.;Each trench 915 x i Seepage Pit with#3 stone How many: •size Alternative System Bed or other type? Holding Tank System Total required capacity? Tank size #of tanks _T Notes: 1)Alarm system&associated electrical work must be inspected by a Town approved electrical inspection agency;2)We will no longe allow systems to be covered until such time as an As-Built plan Is received&approved. The installed system must match the septic systen I . • Y,f N / NA Residential Plan Review: One & Two Family Dwellings �/ Two (2) full sets of plans Over 1,500 sq. ft. requires engineering stamp Design loads on plans: 90 Wind Floor Loads 40 psf (north of Rt. 149 60) 50 Ground Snow Load Sleeping Areas & Attics 30 psf / Calculations Y Window schedule with glass size Door schedule / Main entrance 36" door Emergency Escape or Bedrooms and Habitable Space /1 Above / Below grade: 5.7 sq. ft. Y Grade: 5.0 sq. ft. 24" (h) x 20" (w) minimum 44" maximum height above door Desidential: Check paperwork compliance and Inspection checklist -Okay riveway length: 300' or more -12' width required / 500' or more -turnaround required Foundation insulation to basement floor frDamp proofing / Waterproofing materials on plans Foundation drainage on plans, if required 6" drop in 10' Exterior grade 7 Framing cross section for each roof line, Vertical fire stopping every 10' where required Ice & Snow Shield -24" inside exterior wall / 24" inside knee walls .Z✓ Platforms at exterior doors Stairway headroom 6'8"; all stairs 36" width talr Run and Rise finder Run and Rise Spiral not allowed from 2nd story 17- Smoke Detectors -battery backup and proper location interconnected Bathroom fixtures -proper clearance d Hall width -36" width Handrails more than four risers on open sides ✓ Railing & Guards + 30" / Basement stairs included / Closed risers more than 4" in height Safety glazing notes for required areas Garage fire separation Garage floor sloped Attic access /Roof over 30" -22" x 30" / Crawl spaces 18" x 24" access Carbon Monoxide detector outside lowest sleeping area, on every level & interconnected within 15' /Sf sleeping area oil Test results, if required Septic to well or water line separation All paperwork signed 7 Note on plans energy saving light bulbs /glower door test agency paperwork 7 K Floodplain Permit Required -Check Map Truss ID Signage Residential Plan Review -1 & 2 Family Dwellings 1-5-2015 Town of Queensbury Building & Code Enforcement V\!i6t Office No. (518) 761-8256 g—I Framing I Firestopping Inspection Report Inspection request�receiivedd: 11 1'\Z-► \ 2S I Name: N?9IP Inspected on: x`22 1?-0-1'S Location: '5 )/rQI Arrive: ' \ i110 a.m./p.m. Permit No.: "" l Inspector's Initials: or w� TYPE OF STRUCTURE: Y/ N NIA COMMENTS: tq Framing Attic Access 22"x 30"minimum Jack Studs/Headers a/ 9Cl— 6��0 l/(Fil Truss Specification Provided 'VV Bracing/Bridging Joist hangers Vr Jack Posts/Main Beams V 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 nails 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 1/2 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 Design Professional Sign-off,if required Framing / Firestopping Inspection Report YV iQ Foundation Inspection Report Office No. (518) 761-8256 Date Inspection request received: A\'2-112,0A5 Queensbury Building&Code Enforcement Arrive: am/pm Depa a pm 742 Bay Rd., Queensbury,NY 12804 Inspector's Initials:(/� NAME: PERMIT#: 5 —1\6 LOCATION: 75+5 L - t Q INSPECT ON: 1''22` -2.0,15 TYPE OF STRUCTURE: Comments Y_ N N/A Footings _. j r,,„ 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 Dampproofing 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\Inspection Forms\Foundation Inspection Report.doc Last printed 12/9/2014 Town of Queensbury Building & Code Enforcement Office No. (518) 761-8256 Framing I Firestopping Inspection Report Inspection request received: Name: Lv � Inspected on: ‘4<\'A-- Location: 4<\'ALocation: L.L 54.2Arrive: t a.m./p.m. Permit No.: �, ¶ 15,7) Inspector's Initials: TYPE OF STRUCTURE: J J Y N NIA COMMENTS: Framing Attic Access 22"x 30"minimum Jack Studs/Headers Truss Specification Provided Bracing/Bridging Joist hangers Jack 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 1/2(w)16 gauge(8)16D nails 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 r . 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 1/2 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 Design Professional Sign-off,if required Framing /Firestopping Inspection Report Town of Queensbury Building & Code Enforcement Office No. (518) 761-8256 Framing I Firestopping Inspection Report Inspection request received: Name: , �7� Inspected on: L I l� `4\ Location: �Z� �> (21) Arrive: a.m.l p.m. Permit No.: 1, 31 Inspector's Initials: TYPE OF STRUCTURE: Y N NIA COMMENTS: Framing Attic Access 22"x 30"minimum Jack Studs/Headers Truss Specification Provided Bracing I Bridging Joist hangers Jack 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 1/2(w)16 gauge(8) 16D nails 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%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 Design Professional Sign-off,if required Framing / Firestopping Inspection Report Town of Queensbury Building & Code Enforcement Office No. (518) 761-8256 ( ' Framing I Firestopping Inspection Report Inspection request received: -4161-2-4:A5 Name: r Inspected on: 1-104 .2, Location: Z .-14tCa ng__CL 1. Arrive: AlEZ a.m.1 p.m. Permit No.: 190-11$ Inspector's Initials: Row ,LL' TYPE OF STRUCTURE: S Y N NIA COMMENTS: Framing Attic Access 22"x 30"minimum Jack Studs/Headers 61Y g l l r � � Truss Specification Provided Bracing/Bridging Joist hangers Jack 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 1/2(w)16 gauge(8)16D nails 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 OV 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 1/2 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 Design Professional Sign-off,if required Framing/ Firestopping Inspection Report "'1O Foundation Inspection Report (Sv&,v �es- Office No. (518) 761-8256 Date Inspection request received: 5 2`11,\`� Queensbury Building&Code Enforcement Arrive: am/pm Depart• m/pm 742 Bay Rd., Queensbury,NY 12804 Inspector's Initials: NAME: E ,ro o PERMIT#: � � \16 LOCATION: 1 vu,Vet. INSPECT ON: '10l ` 2 CZA TYPE OF STRUCTURE: Comments N N/A idle 3b\_ 2,rnto 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 Dampproofing 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 Of PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\Building&Codes Forms\Building&Codes\Inspection Forms\Foundation Inspection Report.doc Last printed 12/9/2014 Town of Queensbury Building & Code Enforcement li\- jN Office No. (518) 761-8256 13 Framing I Firestopping Inspection Report Inspection request received: 511 5,13 Name: C7IC..vc��al,p Inspected on: 5 V2'Q'i� Location: 59- 1—la, . Arrive: /_-P a.m.I p.m. Permit No.: r-D —11 b Inspector's Initials: TYPE OF STRUCTURE: Sep Y N N/A COMMENTS: Framing Attic Access 22"x 30"minimum \ Jack Studs/Headers • JJ 5(0A,-2`Te) Truss Specification Provided Bracing/Bridging Joist hangers Jack Posts/Main Beams Exterior sheeting nailed properly -;-‘(%(.Z roperly <z= . G� 12"O.C. �/ `� Headroom 6 ft.8 in. Stairwells 36 in.or more Exterior Deck Bracing �� ady Headroom 6 ft.8 in. Notches/Holes/Bearing Walls p4,4 Metal Strapping for Notches Top Plate 1 '/2(w) 16 gauge(8) 16D nails 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 1/2 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 Design Professional Sign-off,if required Framing / Firestopping Inspection Report COMMONWEALTH ELECTRICAL INSPECTION SERVICE,INC. Main Office 176 Doe Run Road-Manheim,PA 17545 MUNICIPAL CERTIFICATE - ELECTRICAL APPROVAL �" '1 ' �`'p�� 44923 Pemut No.................................... ..Cert. Q Cut-in Card No..................................... Owner..........--77 c....5 t4!�.�...-/��. 2. ........c..................................................../...�......................�..... Location.3..:(. .... ,�.`/4"'../.-N.... .... y.......7.......... ..............................6.Z2i!�4?. t, ....... Installation Consistingo .Y, ` ,[ S :...-� ..Li....-..... �.. ..................... 7.. 7.... '. ,r..?..11 .. .A..;Su 8....P ....................................... ........................................�..j.j.�]. ................. ............................................................... InstalledBy........ ../.Y.!.:.".��..........................................................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 pr made for inspection. Inspectors of this Company shall have the privilF.. ng i --tion at any time, and if its rules are violated,the Company shall have the right-toDate.... .. ..` /............... INSPECTOR................. .............................................. .............. Member N.F.P.A.,I.A.E.1. 3'7 5 U Z er n e_ N�o,& 32' " i i i' i 3-7 ' ' 30 ' 37' JUN 0 ; 2017 So' i Se�� c as buiH- L 37� �uzcvnc �Q 6 ' b " G air : O�a,r lie 1000 9ALLU✓^ �mc✓rar Thv1K ? ') -. F. � �� Ion 1 2t c� F�� r REScheck Software Version 4.6.0 Compliance Certificate Project Luzerne Cape Energy Code: 2010 New York Energy Conservation Location: Albany County, New York Construction Type: Single-family Project Type: New Construction Conditioned Floor Area: 1,592 ft2 Glazing Area 7% Climate Zone: 5 (6894 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 375 Luzeme Rd Greg Garafalo Greg Garafalo Queensbury,NY 12804 Anchor Construction Anchor Construction 371 Luzeme Rd 371 Luzeme Rd Queensbury,NY 12804 Queensbury, NY 12804 518-798-8560 518-798-8560 garafalos@roadrunner.com garafalos@roadrunner.com ,Compliance:Passes using UA .- o Compliance: 8.3%Better Than Code Maximum UA: 266 Your UA: 244 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. Envelope Assemblies Gross Area C..,ty Cont. Glazing Assembly or R-Value R-Value or Door UA Perimeter U-Factor Ceiling 1: Flat Ceiling or Scissor Truss 864 38.0 0.0 0.030 26 Ceiling 2:Cathedral Ceiling 108 30.0 0.0 0.034 4 Wall 1:Wood Frame, 16"D.C. 1,816 19.0 0.0 0.060 99 Window 1:Vinyl Frame:Double Pane with Low-E 102 0.340 35 Door 1:Solid 40 0.260 10 Door 2:Glass 20 0.340 7 Basement Wall 1: Solid Concrete or Masonry 992 13.0 0.0 0.064 63 Wall height: 8.0' Depth below grade:6.0' Insulation depth: 8.0' 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 2010 New York Energy Conservation Construction Code requirements in REScheck Version 4.6.0 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Name-Title Signature Date Project Title: Luzerne Cape Report date: 04/03/15 Data filename: Untitled.rck Page 1 of 2 2010 New York Energy Conservation Construction Code Energy Efficiency Certificate I Insulation Rating R-Value Above-Grade Wall 19.00 Below-Grade Wall 13.00 Floor 0.00 Ceiling / Roof 38.00 Ductwork(unconditioned spaces): _ Glass &D. Window 0.34 Door 0.26 Heating &Cooling Equipment Efficiency Heating System: Cooling System: Water Heater: Name: Date: Comments REScheck Software Version 4.6.0 Inspection Checklist Energy Code: 2010 New York Energy Conservation Construction Code Requirements: 0.0% were addressed directly in the REScheck software Text in the"Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. Section Plans Verified Field Verified # Pre-Inspection/Plan Review value Value Complies? Comments/Assumptions & R .ID 103.2 Construction drawings and ❑complies [PR111 documentation sufficiently ❑Does Not demonstrates energy code []Not Observable compliance for the building ❑Not Applicable envelope. 103.2, Construction drawings and ❑Complies 403.7 documentation sufficiently ❑Does Not [PR3]1 demonstrates energy code []Not Observable M11 compliance for lighting and mechanical systems. Systems ❑Not Applicable serving multiple dwelling units must demonstrate compliance with the commercial code. 403.6 Heating and cooling equipment is Heating: Heating: ❑Complies [PR2]2 sized per ACCA Manual S based Btu/hr Btu/hr ❑Does Not on loads per ACOA Manual J or Cooling: Cooling: []Not Observable other approved methods. Btu/hr— Btu/hr ❑Not Applicable Additional Comments/Assumptions: 1 I High Impact(Tier 1) 2 1 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Luzeme Cape Report date: 04/03/15 Data filename: HADocuments and Settings\Greg Garafalo\My Documents-2\REScheck\Luzern Lot 1 Page 3 of 7 Final.rck 2010 New York Foundation Inspection Complies? Comments/Assumptions Energy 303.2.1 Exposed foundation insulation ❑Complies [FO1112 protection. []Does Not .a []Not Observable ❑Not Applicable 403.8 Snow melt controls. ❑Complies [F01212 ❑Does Not [-]Not Observable ❑Not Applicable Additional Comments/Assumptions: 111 High Impact(Tier 1) 2 1 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Luzeme Cape Report date: 04/03/15 Data filename: H:\Documents and Settings\Greg Garafalo\My Documents-2\REScheck\Luzern Lot 1 Page 4 of 7 Final.rck Section Plans Verified Field Verified # Framing/Rough-in Inspection Value Value Complies? Comments/Assumptions &Req.ID 402.4.4 Fenestration that is not site built ❑Complies [FR2011 is listed and labeled as meeting ❑Does Not AAMA/WDMA/CSA 101/I.S.2/A440 ❑Not Observable or has infiltration rates per NFRC 400 that do not exceed code ❑Not Applicable limits. 402.4.5 IC-rated recessed lighting fixtures ❑Complies [FR16]2 sealed at housing/interior finish []Does Not and labeled to indicate&It;=2.0 ❑Not Observable cfm leakage at 75 Pa. ❑Not Applicable � 403.2.2 All joints and seams of air ducts, ❑Complies [FR13]1 air handlers,filter boxes,and ❑Does Not building cavities used as return ❑Not Observable ducts are sealed. ❑Not Applicable 403.2.3 Building cavities are not used as ❑Complies [FR15]3 ducts or plenums. ❑Does Not ❑Not Observable ❑Not Applicable 403.3 HVAC piping conveying fluids R-_ R-_ ❑Complies [FR17]2 above 105 OF or chilled fluids ❑Does Not below 55 OF are Insulated to R-3. ❑Not Observable ❑Not Applicable 403.4 Circulating service hot water R- R-_ ❑Complies [FR1B]2 pipes are insulated to R-2. -❑Does Not IV, ❑Not Observable _ ❑Not Applicable 403.5 Automatic or gravity dampers are []Complies [FR1912 installed on all outdoor air ❑Does Not intakes and exhausts. ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 111 High Impact(Tier 1) 2 Medium Impact[Tier 2) 3 1 Low Impact(Tier 3) Project Title: Luzerne Cape Report date: 04/03/15 Data filename: H:\Documents and Settings\Greg Garafalo\My Documents-2\REScheck\Luzerne Lot 1 Page 5 of 7 Final.rck ;2010 EnergNew York Insulation Inspection Complies? Comments/Assumptions 303.1 All installed insulation labeled or OComplies (IN13]2 installed R-values provided. ODoes Not ONot Observable ONot Applicable Additional Comments/Assumptions: 1 I High Impact(Tier 1) 2 1 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Luzerne Cape Report date: 04/03/15 Data filename: H:\Documents and Settings\Greg Garafalo\My Documents-AREScheck\Luzeme Lot 1 Page 5 of 7 Final.rck section Plans Verined Field Verified # Final Inspection Provisions Value Value Complies3 Comments/Assume#Ions & Req.1D 402.4.2, Building envelope tightness ACH 50=_ ACH 50=_ ❑Complies 402.4.2.1 verified by blower door test result ❑Does Not [FI17]1 of<7 ACH at 50 Pa.This ❑Not Observable requirement may Instead be met via visual inspection,in which ❑Not Applicable case verification may need to occur during Insulation Inspection. 403.2.2 Duct tightness via post- _cfm _cfm ❑Complies [FI411 -construction with maximum []Does Not leakage of 8 cfm to outdoors,or 12 cfm across systems.For []Not Observable rough-in tests, verification may ❑Not Applicable need to occur during Framing Inspection, with maximum leakage of 6 cfm across systems and 4 cfm without air handler. 403.1.1 Programmable thermostats ❑Complies [FI9]2 installed on forced air furnaces. ❑Does Not d ❑Not Observable []Not Applicable 403.1.2 Heat pump thermostat installed ❑complies [FI10]2 on heat pumps. ❑Does Not y. []Not Observable ❑Not Applicable 403.4 Circulating service hot water ❑Complies [FIll]2 systems have automatic or ❑Does Not t, accessible manual controls. ❑Not Observable ❑Not Applicable 401.3 Compliance certificate posted. ❑Complies [F17]2 []Does Not kv []Not Observable ONot Applicable 303.3 Manufacturer manuals for ❑Complies [FI18]3 mechanical and water heating ❑Does Not equipment have been provided. []Not Observable ❑Not Applicable Additional Comments/Assumptions: 111 High Impact(Tler 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Luzeme Cape Report date: 04/03/15 Data filename: HADocuments and Settings\Greg Garefalo\My Documents-2\REScheck\Luzeme Lot 1 Page 7 of 7 Final.rck THeRM' *A'L- ftociAIES Quality. Comfort, Satisfaction, 'r Thermal Associates 21 Thomson Ave.Glens Falls,NY 128oi 518.798.550o Fax 798.5620 Greg Garafalo 375 Luzerne Road Queensbury, NY 12804 518-894-9283 We, Thermal Associates, performed a blower door test at the project at 375.Luzeme Road, Queensbury NY, to determine the air changes per hour, for Anchor Construction on June 12, 2017. Testing procedure performed as per ASTM E779. The result of the test is: ( 925 CFM50 x 60 Minutes)/ ( 55,500 cubic feet _ 2.424 ACH50 Test conditions were as follows: 89F outside air temperature 74F inside air temperature -0.6 PA baseline pressure -50.8- -52.5 PA testing pressure 1102.4.3.1 Testing option.Building envelope tightness and insulation installation shall be considered acceptable when tested air leakage is less an seven air changes per hour(ACH)when tested with a blower door at a pressure of 33.5 psf(50 Pa)as verified using instruments and procedures specified in ASHRAE/ASTM E779.The test shall be conducted by a qualified person,who shall demonstrate competence to the satisfaction of the code enforcement official for the conduct of such tests.For the purpose of this section,ACH50 shall mean air changes per hour of infiltration into a house as measured with a blower door at 50 pascals of pressure,in accordance with HRAE/ASTM E779.Testing shall occur after rough in and after installation of penetrations of the building envelope,including penetrations or utilities,plumbing,electrical,ventilation and combustion appliances. During testing. 1.Exterior windows and doors,fireplace and stove doors shall be closed, but not sealed; 2.Dampers shall be closed,but not sealed,including exhaust,intake, makeup air,back draft and flue dampers; 3.Interior doors shall be open; 4.Exterior openings for continuous ventilation systems and heat recovery ventilators shall be closed and sealed; 5.Heating and cooling system(s)shall be turned off 6.HVAC ducts shall not be sealed;and 7.Supply and return registers shall not be sealed. Adam DeVit Blower Door Tester Thermal Associates www.thermalassociates.com 1 WINDOW SCHEDULE CALCULATION SHEET Greg Garafalo BP 2015-118 Job Site Address: 376 La zts"A Lot 1 , 375 Luzerne Road Date SFD with 2-car attached garage Owner Application No. Window#or Special hardware or letter on plan Instructions Window and Door Schedule Room Unit Mo. Qty. C1r. Qpg, Light Vent U-Factor Bedroom#1 3056-2 69-4"x 513-9" 1 6.8 27.8 14.5 .34 Bedroom#2 30410 39-2"x 5'- 1" 2 5.9 12.1 5.9 .34 Master Bed 30410 3'-2"x 5'- 1" 2 5.9 12.1 5.9 .34 Living Room 3056 31-2"x 59-9" 2 6.8 13.9 6.8 .34 Living Room 3/0-6/8 3'-2 V2"x 6'-10 Y2" 1 20 3 20 1 .26 Kitchen 30210 3'-2"x 3'- 1" 1 3.1 6.7 3.1 .34 Kitchen 3/0-6/8 half 3'-2 Y2"x 6'-10 V2" 1 20 6.2 20 .26 Kitchen 3/0-6/8 Fr.Dr. 3'-0"x 6"-0" 1 20 18 20 .26 Mud Room 30210 3'-2"x 3'- 1" 1 3.1 6.7 3.1 .34 Mud Room 3/0-6/8 3'-2 V2"x 6'-10 %2" 1 20 0 20 .26 Dining Room 30310 3'-2"x 49- 1" 1 4.5 9.4 4.5 .34 Bath Down 30210-T 3'-2"x 4'- 1" 1 3.1 6.7 3.1 .34 Bath Up 30210-T 35-2"x 4'- 1" 1 1 13.1 6.7 3.1 .34 8 Town of Queensbury Buildina&.Codes PfIncloal Structure Aoolication July 2014 Y NATURAL LIGHT, VENTILATION AND EMERGENCY EGRESS REQUIREMENTS CALCULATION SHEET Job Site Address: Greg Garafalo BP 2015-118 Date owner Lot 1 , 375 Luzerne Road Application No. SFD with 2-car attached garage for Remarks Light and Vent Schedule Li ht Vent Room S .Ft. Needed Actual Needed Actual Egress Bedroom#1 122 9.8 27.8 4.9 14.5 6.8 Bedroom#2 198 15.8 24.2 7.9 11.8 5.9 Master Bedroom 235 18.8 24.2 9.4 11.8 5.9 Liv./Kit./Din. 519 41.5 57.2 120.75 134.4 20 9 Tnum of(I.iooncArmi FxrlirAinn x.-(3,nrlac P.rinninai•Ctrnntnra Annlrnatinn:hfiv MIA