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2009-422 � - TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 Community Development - Building & Codes (518) 761-8256 CEERTIFICATE OF OCCUPANCY Permit Number: P20090422 Date Issued: Thursday, September 25, 2014 This is to certify that work requested to be done as shown by Permit Number P20090422 has been completed. Location: 11 DIXON Ct Tax Map Number: 523400-302-014-0002-015-000-0000 Owner: MARGARET S SMITH Applicant: PHILIP SMITH This structure may be occupied as a: Residential Addition By Carder of Town Board Residential Alteration TOWN of QUEENSBURY Issuance of this Certificate of Occupancy DUES 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,tnfotc'9nent 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: P20090422 Application Number. A20090422 Tax Map No: 523400-302-014-0002-015-000-0000 Permission is herebygranted to: PHILIP SMITH For property located at: 11 DIXON Ct 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: MARGARET S SMITH 11 DIXON Ct Residential Addition $125,000.00 QUEENSBURY,NY 12804 Residential Alteration Total Value $125,000.00 Contractor or Builder's Name/Address Electrical Inspection Agency Plans &Specifications 2009-422 1450 sq ft residential addition with 250 sq ft residential alteration& septic alteration $214.00 PERMIT FEE PAID- THIS PERMIT EXPIRES: Thursday, September 23, 2010 (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 th own f�ZH ry; ednesday, September 23,2009 SIGNED BY for the Town of Queensbury. Director of Building&Code Enforcement l OFFICE USE ONLYr TAX MAP NO. PERMIT NO. EtiRMIT FEE APPROVALS: ZONING TOWN CLERK ' t f r; ;±190 APPLICATION FOR SEPTIC DISPOSAL SYSTE A PERMIT MUST BE OBTAINED BEFORE WORK BEGINS.APPLICATION IS SUBJECT TO REVIEW BEFORE ISSUANCE!1F` PERMIT. OWNER: r INSTALLER: ADDRESS: u �� Xov� C c ADDRESS: PHONE NOS. �(n�v IO rI� OZZ'T PHONE NOS. i LOCATION OF INSTALLATION: it T�luuv` Cw rt r to ................................_.........,.......,..,, .............I................................... � ............................................................. ...,....... RESIDENCE INFORMATION, NO.OF i YEAR BUILT BEDROOMS X COMPUTATION= = TOTAL DAILY FLOW ................................................ ...................................................................................................................................a.......................,.......,.......,........................................... GARBAGE GRINDER 1980 or older I ? X i 150 gallon per bedroom = INSTALLED? _�(I 198i •1991 X 1 130 gallon per bedroom •: TU I............................................,..........................................,...;...........;......,...................................................... SPA OR HOT B { 1992-present I X ; 110 gallon per bedroom = INSTALLED? Ijn _ I............................................................................ I.............. 1,............................................................................,........;.......................,,............................................................ i 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 FT._) ✓ PERCOLATION TEST: RATE IS L-`7 PER MIINUTE PER INCH (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). Add 250 gallons to the size of the septic tank and leach field for each garbage grinder, spa or whirlpool tub. ✓ SEPTIC TANK: !LM GALLON (MIN. SIZE IS 1,000 GAL.) TILE FIELD: EACH TRENCH FT. ✓ TOTAL SYSTEM LENGTH: --A6, FT. SEEPAGE PIT(S): HOW MANY? ✓ SIZE OF EACH FT. X FT. ✓ SIZE OF STONE TO BE USED: #'� ('(z/DEPTH OR THICKNESS - FT. ✓ BED SYSTEM SIZE: X (e�Z A-rVPC,--, Pi- ALTERNATIVE SYSTEM: LENGTH AND/OR SIZE / ✓ HOLDING TANK SYSTEM:(If required) NO. OF TANKS: /SIZE OF EACH ✓ GALLONS./T•OTAL CAPACITY: GAL. NOTE: ALARM SYSTEM AND ASSOCIATED ELECTRICAL WORK MUST BE INSPECTED BY A TOWN APPROVED ELECTRICAL INSPECTION AGENCY. PLEASE REVIEW LIST PROVIDED. ,:.,,...,,,r...:......:....:.....:...::.:.: :..............:..........................................:.................:....::........................:.........:.......: .........:..... For your protection, please note that pursuant to Section 136-29 of the CodA of thA Tn%AIM M - - - 'tea --- OFFICE USE ONLY ._ yo ,"10, rf �. ... .._....._ TAX MAP NO. PERMIT NO. FEES: PE RECREATION EN9 NEERING � ,...__..(If applicable) __I.I PRINCIPAL STRUCTURE: APPLICATION FOR ZONING APPROVAL & BUILDING PERMI A PERMIT MUST BE OBTAINED BEFORE BEGINNING CONSTRUCTION. APPLICATION IS SUBJECT TO REVIEW BEFORE ISSUANCE OF A VALID PERMIT FOR CONSTRUCTION. APPLICANT/BUILDER: ^� i 2 &(;m-kL OWNER: ADDRESS: 1I, t cvx ADDRESS: PHONE NOS. Ill` 0 j j�- _117 PHONE NOS. CONTACT PERSON FOR BUILDING &CODES COMPLIANCE: "e�` P LL PHONE: jjfC-0-777 LOCATION OF PROPERTY: DIX©N cayq--T . 0v rs b_ UY2Y SUBDIVISION NAME: PLEASE INDICATE MEASUREMENTS AS REQUIRED BELOW: CHECK ALL THAT a I-- APPLY TO YOUR 4 p 0 a o W PROJECT H O 0 �- -' a = _ LL w © LL o LL W � H O � Z Z Q' �- U) Nd 4OLL OLL n- _ 06 SINGLE FAMILY � '�;.�.- ,..°�Y ;_ ( r7Q(-) 18 TWO-FAMILY MULTI-FAMILY �� { (NO. of UNITS ) r 1 TOWNHOUSE G BUSINESS OFFICE I RETAIL- MERCANTILE 1 FACTORY OR INDUSTRIAL ATTACHED GARAGE(1,2,3) OTHER IF COMMERCIAL OR INDUSTRIAL-NAME OF BUSINESS: .L I C t n ARE THERE STRUCTURES NOT SHOWN ON PLOT PLAN? 00 ARE THERE EASEMENTS ON PROPERTY? 3o' L �.ti•� 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 read and a ee t abo 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 o, ZONING APPROVAL11 % 11 DATE DATE 10 , :.................................................... ....................................................J CQUESTIONS 9 CALL T61-8256 OR EMAIL es(ftueensbury.net Office Use On{y BSITE FOR MORE INFORMATION Operating Permit Issued: "-" Foundation Inspection Report Office No.(518)761-8256 Date Inspectio�uest received: Queensbury Building&Code Enforcement Arrive: amT Depart: am/pm 742 Bay Rd.,Queensbury,NY 12804 lnspecto 's itiats: NAME: --�� PERMIT#: LOCATION: INSPECT ON: — - TYPE OF STRUCTURE: Comment Y N NA Footings Monolithic Slab Reinforcement in Place �J The contractor is responsibl 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:\Bullding&Codes Forrns\Building&Codes\lnspection Fonns\Foundaiion Inspectlon Report.doc Last printed 12/20/2005 9:24:00 AM el-6 Foundation Inspection Report Office No.(518)761-8256 Date TC yrequest received: Queensbury Building&Code Enforcement Arrive• ' am/p part: am/prn 742 Bay Rd.,Queensbury,NY 12804 Inspectitials: NAME: r PERMIT#: (/ LOCATION: INSPECT ON: iC - TYPE OF STRUC . Commenb Y N NA Footings Piers is b Reinforceme in Place The for is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site. Foundation/Wallpour Reinforceme Place Foo ' Do r Keyway in place FoiniMRion 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:\Buliding&Codes Forms\Buiid'ing&t odes\Inspection Forms\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&Code Enforcement Arrive: am/pm Depart:1 l , am/pm 742 Bay Rd.,Queensbury,NY 12804 inspector's Initials: NAME: PERMIT#: Z c7r-� 6 -Z LOCATION: INSPECT ON: _ Z2Ln TYPE OF STRUCTURE: Comments Y N N 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 Waterproofin Footing Drain Daylight I Sump Footing Drain Stone: 12 inch width 6 inches above footing or 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&Codesunspection FormsWoundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM ,T4M , P-1 Foundation Inspection Report —' Office No.(518)761-8256 Date inspection request received: a i Queensbury Building&Code Enforcement Arrive: am/p Depart' pm 742 Bay Rd.,Queensbury,NY 12804 / inspector's Initials: NAME: t (C(/1r d r-& PERMIT#: r z LOCATION: w INSPECT ON: 7 v TYPE OF STRUCTURE: „R.,,,Addd 9h go=. �^ C� 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 purpose on site. Foundation/Wallpour Reinforcement in Place Footing Dowels or Keyway in place Foundation!ampproofing Foundation Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil po!y 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:\Buliding&Codes Forms\Building&Codes\lnspection Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM <�-, 10 Foundation Inspection Report Office No. 518 761-8256 Date 'on request received: �'�11r)( ) inspection Queensbury Building&Code Enforcement Arrive: am/pm Dep pm 742 Bay Rd.,Queensbury,NY 12804 inspector's Initials: NAME: S14 PERMIT#: © ,� _ o. LOCATION: V 64, INSPECT ON: TYPE OF STRUCTURE: Comments Y N NA Footings iers 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 �nder Slab PVC/Ust/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. U\Buliding&Codes Forms\Building&Codes\lnspection Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM j /J10Ae- Framing / Firestopping InspedioSn Kurt Office No. (518)761-8256 Date Inspection request received: Queensbury Building &Code Enforcement Arrive: am/pm De am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials-& NAME: PERMIT#: _ L- LOCATION: n Q INSPECT ON: -„Q TYPE OF STRUCTURE:. iL Y W WA Framing COMMENTS: ss 22" x 30" minimum l����C.. Jadc Studs/Headers Bracing/Bridging A4�zf�Q --- Joist hangers Jadc Posts/Main Beams Exterior sheeting nailed properly b- I T O.C. Headman 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 'h w 16 gauge 8 16D roes 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 Ceiling1wall Windows Habitable Space/Bedrooms 24 in. (H) 20 in. (M 5.7 sf above/below grade 5.0 sf grade LABuilding&Codes Foons-ULC3rBuildinq&CodesUnspection Fom*'FrafWng Fi odoppft Inspedion Repoit.doc Revised January 7,2006 Framing / Firestopping Inspection Report Office No. (518) 761-8256 Date Insp�� Kquest received: Queensbury Building&Code Enforcement Arrive: ' m/p ep am/pm 742 Bay Road, Queensbury,NY 12804 Inspectors:�: NAME: "L PERMIT#: LOCATION: NAM A3 INSPECT ON: TYPE OF STRUCTURE: Y N N/A COMMENTS Framing Attic Access 22"x 30"minimum Jack Studs/Headers 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 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 chor Bolts 6 ft.or less on center Ice and water shield 24 inches from wall t '' 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'/z 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 Framing / Firestopping Inspection Repo Office No. (518)761-8256 Date In request received: Queensbury Building &Code Enforcement Arrive: 11 am/ pa am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: , 17, � rt: NAME: Few PERMIT#: LOCATION: INSPECT ON: TYPE OF STRUCTURE: Framing Y N HLA COMMENTS: Attic Access 2T x 30' minimum Jack Studs/Headers Bracing/Bridging Joist hangers Jadc 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 %M 16 gauge 8 16D naffs each we Draft stopping 1,000 sq. ft. floor trusses s on center Ice and water shield inches from wall A�- 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 K Garage side 518 inch Type K Ceifing1wall Windows Habitable Space/Bedrooms 24 in. (H) 20 in. (W) 5.7 sf above/below grade 5.0 sf grade LASuilding&Codes Forms-0L D\W1din9&CodesUrtspedion Fom sl roWng ftedoppirg Impedaon Reportdoc Revised Jimuary 7,2006 Rough Plumbing l tnsu�i o ns e'28 Offks N . (518) 761-82W o n Re rc Queensbury Building &Code Enforcement Date inspection request received: ZCf 742 Bay Road, Queensbuty "+v d•,.,,.. Arrive: am/nm )m COMMONWEALTH ELECTRICAL INSPECTION SERVICE,INCH Main Office 176 Doe Ron Road-Manheim,PA 17545 /�'i�il NAME: MUNICIPAL CERTIFICATE - ELECTRICAL APPROVA LOCATION: / Permit No........................................Cert. No 29107 ""'�-t-+-• 1/ Cut-in Card No..................................... Z Owner............. .k...! .l.T 19 ....................................................................................................... '•" . ........ .�:G............................ -- TYPE OF STRUCTURE Location...jt...�.L..r�c�........C-.r.... ................................................. �1 Installation Consisting of... ........... DA : '� f?4. ..f :,p.T�r..r7QrU-.-moo ........................................... _ ........................../.....7........a............................/............................................................................................................ hPlurnbi /Nail Plates Installed By..1.�..+...(- J.47C- �.�,,.�1.........................................Lie.No................................................... Plumbin Vent/�/gntg in Pl The conditions following governed the issuance of this certificate,and any certificate previously issued is 1 34 Inch Minimum cancelled:- in Drain Sh This certificate only covers the electrical equipment and installation conditions as of date. Upon the Wasshl 1�lactine D1�Ir1 �y�r introduction of additional equipment or alterations,application shall be promptly made for inspection. /► Inspectors of this Company shall have the privilege of making i ections at any time, and if its LL ''n�►W e G 100 /Cha rules are violated,the Company shall have the right to ev a this c i ate. Pressure Test G ��, _ Drain/Vent Date...,f......!��.."�,1.�./............. INSPECTOR.... .. ........ . ..st'. .............................. (a1 � Member Air/Head ` 5 P.S.I. or 10 ft. above-highest connection for 15 minutes Watw Pressure Test Supply Piping Air/Heads -- 50 P.S.! for 15 minutes Insulation/Residential Check/Commercial Check T r Exterior SeaanSmeko l P Vent Attic Vent /Window Sealed No tnsulation Duct!Hot Water Pipir� lnsuiatieon uired unheated spaces Combustion Air Su far Furnace Duct work sealed ro /No duct to co�MErvrs: Rough Plumbing Insulation Reportmvbed Nov 17 2003,nevb6d Febnmy 15,2005, revised Ja nuary 7,200$ -Toes 1 - 3 Queensbury Building & Code Enforcement - Residential Final Inspection Office No. (518)761-8256 Arrive: am/pm D art:L,'-*am/pm Date Inspection request received: Inspector's Initials: NAME: PERMIT#: t13- LOCATION: DATE: TYPE OF STRUCTURE: Comments: Yes No N/A 4" Building Number Address visible from road 9 ad 3- 1 L9 Chimney Height/"B"Vent/Direct Vent Location Fresh Air Intake 3 inch Plumbing Vent through roof minimum 18 inches I G Roof Complete/Exterior Finish Complete c+ Platform at all exterior doors 1 Handrail 4 or more risers Guards at stairs,decks,patios more than 30 inches above reds Guard at stairwell at 34 Inches or more Guam 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 silt plate Gas Valve shut-off ex /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: Evem Bedroom: Outside every bedroom rea: 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,l sq.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 11,000 s .ft. Emergency ress 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 Valve s installed/Heat Trap/Water Temp 110 Enclosed Stairs Sheetrock Underside minimum W 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; Final Survey Plot Plan Arc Fault Breaker Habitable Spaces I Tamper Proof R es Flex Gas Pipe Bonding As Built Se is System/Sewer De t.Inspection Sticker Site Plan /Variance required Flood Plain Certification,if required9 1 Okay to issue C I C or C 10 Temporary/Permanent L:\Building&Codes Forms\Building&Codes\Inspection Fonns\Residential Final Inspection Form revised_100405.doc;Revised January 7,2008;Revised 6/26/08;Revised 12/22/10,Revised 04/13/11 Framing / Firestop i �l s� /on Re P g P� Po Ace No. (518)761-8256 Date Inspection request received: )ueensbury Building&Code Enforcement Arrive: _ amlpm Depart:,JEAtm/pm r42 Bay Road, Queensbury, NY 12804 Inspector's Initials: r NAME: PERMIT#: = ' LOCATION: INSPECT ON: _ /! TYPE OF STRUCTURE: `'' —z- Y COMMENTS_ Framing Access 227 x 30' minimum Jack Studs/Headers Bracing/Bridging Joist hangers Jadc Posts 1 Main Beams Exterior sheering nailed property 12'O.C. Headroom 6 ft. 8 in. Stairwells 36 in. or more Exterior Dedc Bracing Headroom 6 ft. 8 in. Notches/Holes/Bearing Walls Metal Strapping for Notches Top Plate 1 % w 16 e 8 16D nam each side Draft stopping 1,000 sq.ft.floor trusses Anchor Botts 6 ft. or less on center Ice and water shield 24 inches from wall Fire separation 1, 2, 3 hour Fire well 2, 3,4 tour Firestopping Penetration sealed 16 inch insulation in 9!vq min. Garage Fire Separation House side%Inch or 5/8 inch Type X Garage side 5/8 inch Type X Ceilingtwall Windows Habitable Space/Bedrooms 24 in. (H) 20 in. (" 5.7 sf above/below grade 5.0 sf grade U.Sufift&Coda Fonne-OLONSuuNding&CodesllntpecUion Fwm'Frrfp Fftdo bntp4dion Ngoot,doc ReAW Jou"7,2= Rough Plumbing / Insulation Inspiction Report Office No. (518) 761-825e Date Inspection request received: Queensbury Building &Code Enforcement Arrive: am/pm Depart: am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: i NAME: C1� tq r L PERMIT* LOCATION: 41 INSPECT ON: ` 2 f TYPE OF STRUCTURE: LAM. Y IN N/A Rough Plumbing/Nail Plates Plumbing Vent 1 Vents in Place 1 %inch minimum Drain Size Washing Machine Drain 2 inch minimum Cleanout every 100 feet/chan a 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 0 P.S.I r 15 minutes Insulation/ esidentiai Check/Commercial Check T ek imilar Exterior Sealant Proper Vent, Attic Vent Door/Window Sealed No insulation Dud/Hot Water Piping Insulation If Leguired unheated geaces Combustion Air Supply for Furnace Duct work sealed propeq I No duct tape COMMENTS: CL Rough Plumbing Insulation Report.revhwl Nov 17 2003,revised February 15,2005, revised January 7,2008 Septic Inspection Report Office No. (518)761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: am/pm Depart: Lr9_t _am/pm 742 Bay Rd., Queensbury, NY /12804 Inspector's Initials:/Y [V'� NAME: PERMIT NO.: v r LOCATION: INSPECT ON: C?� RECHECK: Comments and/or diagram Soil Type: / Loam Clay Type of Water: NQn Well Water Waterline separation distance ft. Well separation distance ft. Other wells: Well Casing Length 50'+/ - N/A 150'to well nuired If NO Absorption Field: Total length ft. Length of each trench Depth of trenches Size of Stone Seepage Pits: Number Size:Stone Size: Size: Piping Size Type Building to tank Tank to Distribution Box Distribution Box to Field Pit K— Opening Sealed: N End Cap N In Outlet Pi &Baffles N Manholes 12"or less below grade Y [provide extension collar if Yes Y N Location I Separations Foundation to tank 2. ft. Foundation to abso ion 1&2 ft. Separation of Pits AJI Conforms as per Plot Plan Engineer Report and As-Built Y N ETU Maintenance Contract Y N provided Location of System on Property: Front r Left Side Right Side Middle Front Middle Rear i stem S Approved Partial Approved and needs to be re-inspected, please call the Building&Codes Office Disapproved L:\Pam Whipng\2010\Bui)ding Codes Forms\Inspection Forms\SepOc Inspecxim Report-03 291040c �- _�� N.�-S . �3 t�' () r ��` 3ca� 7 `"� 7 �� , /'�Z�'�` � 1 r� l X oY\ Co�,.�z— 2' in 14' v j SsJUnf B r R133 2' 14 RP2 LP8 265 ft2 n ^ 562 ' 424 ft2 i 4' 21' in 8' 25' Unf Yes 205 ft2 6' 18 RG 12 - . ;N Ss/FinRec bQ0 ft is/Unf B 4' i 14' N 6' 15' 1 2sAV/FinRec ---r,.- 1/2 Story RP2 6 m e' 239 ftz to in 2':m 5 9',. . First Floor N ------ 1334 ftz Unf/1s 14' 63 ft2 a, 7' 13' `n is/FinRec RPi 24 ft2 6' SWIS : 523400 Print Key: 302 . 14-2-15 Comment: Sketch REScheck Software Version 4.2.2 Compliance Certificate CNJ( Project Title: PLAN NO. 020509 k y / Energy Code: 2007 New York Energy Conservation Construction Code Location: Warren County, New York Construction Type: Detached 1 or 2 Family Heating Type: Non-Electric t. _ Glazing Area Percentage: 33% - N Heating Degree Days: 7635 Construction Site: Owner/Agent: Designer/Contractor: 11 DIXON COURT PHILIP&MARGARET SMITH JESSICA CHENIER QUEENSBURY,NY 12804 11 DIXON COURT WILLIAMS&WILLIAMS DESIGNERS QUEENSBURY,NY 12804 509 GLEN STREET 518-793-8666 GLENS FALLS,NY 21801 518-798-4687 Compliance: Compliance:1.7%Better Than Code Maximum UA:120 Your UA:118 Gross Cavity Cont. Glazing LIA Assembly Area or R-Value R-Value or D.. Perimeter LI-Factor Ceiling 1:Cathedral Ceiling(no attic) 356 38.0 0.0 10 Wall 1:Wood Frame,16"o.c. 608 19.0 0.0 25 Window 1:Wood Frame:Double Pane with Low-E 139 0.280 39 Door 1:Glass 20 0.280 6 Door 2:Glass 40 0.280 11 Basement Wall 1:Solid Concrete or Masonry 405 11.0 0.0 25 Wall height:8.5' Depth below grade:7.5' Insulation depth:8.5' Floor 1:All-Wood Joist/Truss:Over Outside Air 63 30.0 0.0 2 Boiler 1:Gas-Fired Steam 82 AFUE The proposed building represented in this document is consistent with the building plans,specifications,and other calculations submitted with this permit application.The proposed systems have been designed to meet the W New York Energy Conservation Construction Code requirements.When a Registered Design Professional has stamped and sign this ey are attesting that to the best of his/her know7�' belief,andprofessional judgment,such plans or specifications are in..t�ompl' ce w' this Code. '14/7 Name-Title nat" Date on Project Title: PLAN NO. 021509 � �- Report date: 08/31/09 Data filename:Y:\\020509-SMITH-1 DIXON COURT QUEENSBURY.rck Page 1 of 4 REScheck Software Version 4.2.2 Inspection Checklist Ceilings: ❑ Ceiling 1:Cathedral Ceiling(no attic),R-38.0 cavity insulation Comments: Above-Grade Walls: ❑ Wall 1:Wood Frame, 16"o.c.,R-19.0 cavity insulation Comments: Basement Walls: ❑ Basement Wall 1:Solid Concrete or Masonry,8.5'ht/7.5'bg/8.5'insul,R-11.0 cavity insulation Comments: Windows: ❑ Window 1:Wood Frame:Double Pane with Low-E,U-factor:0.280 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: Doors: ❑ Door 1:Glass,U-factor:0.280 Comments: ❑ Door 2:Glass,U-factor:0.280 Comments: Floors: ❑ Floor 1:All-Wood Joist/Truss:Over Outside Air,R-30.0 cavity insulation Comments: Heating and Cooling Equipment: ❑ Boiler 1:Gas-Fired Steam:82 AFUE or higher Make and Model Number: Air Leakage: ❑ Joints,penetrations,and all other such openings in the building envelope that are sources of air leakage are sealed. ❑ Recessed lights are 1)Type IC rated,or 2)installed inside an appropriate air-tight assembly with a 0.5"clearance from combustible materials.If non-IC rated,fixtures are installed with a 3"clearance from insulation. Vapor Retarder: ❑ Installed on the warm-in-winter side of all non-vented framed ceilings,walls,and floors. Materials Identification and Installation: ❑ Materials and equipment are installed in accordance with the manufacturer's installation instructions. ❑ 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: ❑ Ducts in unconditioned spaces or outside the building are insulated to at least R-8. ❑ Ducts in floor trusses above unconditioned spaces or above the outdoors are insulated to at least R-6. Project Title: PLAN NO. 020509 � .. - - µ pY'Report date: 08/31/09 Data filename:Y:\\020509-SMITH-1 DIXON COURT QUEENSBURY.rck Page 2 of 4 Duct Construction: All joints,seams,and connections are securely fastened with welds,gaskets,mastics(adhesives),mastic-plus-embedded-fabric,or tapes.Tapes and mastics are rated UL 181A or UL 18113. Exceptions: Continuously welded and locking-type longitudinal joints and seams on ducts operating at less than 2 in.w.g.(500 Pa). Lj The HVAC system provides a means for balancing air and water systems. Temperature Controls: Each dwelling unit has at least one thermostat capable of automatically adjusting the space temperature set point of the largest zone. Electric Systems: Separate electric meters exist for each dwelling unit. Fireplaces: Lj Fireplaces are installed with tight fitting non-combustible fireplace doors. Lj Fireplaces have a source of combustion air,as required by the Fireplace construction provisions of the Building Code of New York State,the Residential Code of New York State or the New York City Building Code,as applicable. Service Water Heating: Water heaters with vertical pipe risers have a heat trap on both the inlet and outlet unless the water heater has an integral heat trap or is part of a circulating system. Lj Circulating hot water pipes are insulated to the levels in Table 1. Circulating Hot Water Systems: Circulating hot water pipes are insulated to the levels in Table 1. Heating and Cooling Piping Insulation: HVAC piping conveying fluids above 105 degrees F or chilled fluids below 55 degrees F are insulated to the levels in Table 2. Swimming Pools: All heated swimming pools have an on/off heater switch and a cover unless over 20%of the heating energy is from non-depletable sources.Pool pumps have a time clock. Project Title: PLAN NO.020509 w Report date: 08/31/09 Data filename:Y:\\020509-SMITH-1 DIXON COURT QUEENSBURY.rck Page 3 of 4 Table 1:Minimum Insulation Thickness for Circulating Hot Water Pipes Insulation Thickness in Inches by Pipe Sizes Non-Circulating Runouts Circulating Mains and Runouts Heated Water Up to 1" Up to 1.25" 1.5"to 2.0" Over 2" Temperature(°F) 170-180 0.5 1.0 1.5 2.0 140-169 0.5 0.5 1.0 1.5 100-139 0.5 0.5 0.5 1.0 Table 2:Minimum Insulation Thickness for HVAC Pipes Fluid Temp. Insulation Thickness in Inches by Pipe Sizes Piping System Types Range ff) 2"Runouts 1"and Less 1.25"to 2.0" 2.5"to 4" Heating Systems Low Pressurefremperature 201-250 1.0 1.5 1.5 2.0 Low Temperature 120-200 0.5 1.0 1.0 1.5 Steam Condensate(for feed water) Any 1.0 1.0 1.5 2.0 Cooling Systems Chilled Water,Refrigerant and 40-55 0.5 0.5 0.75 1.0 Brine Below 40 1.0 1.0 1.5 1.5 NOTES TO FIELD:(Building Department Use Only) Project Title: PLAN NO. 020509 VReport date: 08/31/09 Data filename:Y:\\020509-SMITH-1 DIXON COURT QUEENSBURY.rck Page 4 of 4 CREScheck Software Version 4.3.0 NJ/ Compliance Certificate Project Title: PLAN NO. 020509 Energy Code: 2007 New York Energy Conservation Construction Code Location: Warren County, New York Construction Type: Detached 1 or 2 Family Heating Type: Non-Electric Glazing Area Percentage: 26% Heating Degree Days: 7635 Construction Site: Owner/Agent: Designer/Contractor: 11 DIXON COURT PHILIP&MARGARET SMITH JESSICA CHENIER QUEENSBURY,NY 12804 11 DIXON COURT WILLIAMS&WILLIAMS DESIGNERS QUEENSBURY,NY 12804 509 GLEN STREET 518-793-8666 GLENS FALLS,NY 12804 518-798-4687 . . Compliance: Maximum UA:152 Your UA:138 Gross Cavity Cont. Glazing LIA Assembly Area or R-Value R-Value or D.. Perimeter LI-Factor Ceiling 1:Cathedral Ceiling(no attic) 728 38.0 0.0 20 Wall 1:Wood Frame, 16"o.c. 669 19.0 0.0 30 Window 1:Wood Frame:Double Pane with Low-E 113 0.280 32 Door 1:Glass 40 0.280 11 Door 2:Glass 20 0.280 6 Basement Wall 1:Solid Concrete or Masonry 558 11.0 0.0 37 Wall height:7.0' Depth below grade:6.0' Insulation depth:7.0' Floor 1:All-Wood Joist/Truss:Over Outside Air 50 19.0 0.0 2 Boiler 1:Gas-Fired Steam 82 AFUE The proposed building represented in this document is consistent with the build?inmplian ns,4witis ,and other calculations submitted with this permit application.The proposed systems have been designed to me . ergy Conservation Construction Code requirements.When a Registered Design Professional has stamped andthire attesting that to the best of his/her knowledge,belief,and professional judgment,such plans or specifications are ode. Name-Title Sign at ey Date J y\ ly• L) Project Title: PLAN NO. 020509 _._�.. Report date: 06/21/10 Data filename:Y:\\020509-SMITH-REV. 11 DIXON CT.QUEENSBURY.rck Page 1 of 4 , CREScheck Software Version 4.3.0 NJ( Inspection Checklist Ceilings: ❑ Ceiling 1:Cathedral Ceiling(no attic),R-38.0 cavity insulation Comments: Above-Grade Walls: ❑ Wall 1:Wood Frame, 16"o.c.,R-19.0 cavity insulation Comments: Basement Walls: ❑ Basement Wall 1:Solid Concrete or Masonry,7.0'ht/6.0'bg/7.0'insul,R-11.0 cavity insulation Comments: Windows: ❑ Window 1:Wood Frame:Double Pane with Low-E,U-factor:0.280 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: Doors: ❑ Door 1:Glass,U-factor:0.280 Comments: ❑ Door 2:Glass,U-factor:0.280 Comments: Floors: ❑ Floor 1:All-Wood Joist/Truss:Over Outside Air,R-19.0 cavity insulation Comments: Heating and Cooling Equipment: ❑ Boiler 1:Gas-Fired Steam:82 AFUE or higher Make and Model Number: Air Leakage: ❑ Joints,penetrations,and all other such openings in the building envelope that are sources of air leakage are sealed. ❑ Recessed lights are 1)Type IC rated,or 2)installed inside an appropriate air-tight assembly with a 0.5"clearance from combustible materials.If non-IC rated,fixtures are installed with a 3"clearance from insulation. Vapor Retarder: ❑ Installed on the warm-in-winter side of all non-vented framed ceilings,walls,and floors. 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,glazing U-factors,and heating equipment efficiency are clearly marked on the building plans or specifications. Duct Insulation: ❑ Supply ducts in unconditioned attics or outside the building are insulated to at least R-11. Project Title: PLAN NO. 020509 ^ .Report date: 06/21/10 Data filename:Y:\\020509-SMITH-REV. 11 DIXON CT.QUEENSBURY.rck Page 2 of 4 s ' ❑ Return ducts in unconditioned attics or outside the building are insulated to at least R-6. Lj Supply ducts in unconditioned spaces are insulated to at least R-11. ❑ Return ducts in unconditioned spaces(except basements)are insulated to R-2.Insulation is not required on return ducts in basements. Duct Construction: All joints,seams,and connections are securely fastened with welds,gaskets,mastics(adhesives),mastic-plus-embedded-fabric,or tapes.Tapes and mastics are rated UL 181A or UL 18113. Exceptions: Continuously welded and locking-type longitudinal joints and seams on ducts operating at less than 2 in.w.g.(500 Pa). The HVAC system provides a means for balancing air and water systems. Temperature Controls: ❑ Each dwelling unit has at least one thermostat capable of automatically adjusting the space temperature set point of the largest zone. Electric Systems: Separate electric meters exist for each dwelling unit. Fireplaces: Lj Fireplaces are installed with tight fitting non-combustible fireplace doors. Fireplaces have a source of combustion air,as required by the Fireplace construction provisions of the Building Code of New York State,the Residential Code of New York State or the New York City Building Code,as applicable. Service Water Heating: Water heaters with vertical pipe risers have a heat trap on both the inlet and outlet unless the water heater has an integral heat trap or is part of a circulating system. Circulating Hot Water Systems: ❑ Circulating hot water pipes are insulated to the levels in Table 1. Heating and Cooling Piping Insulation: ❑ HVAC piping conveying fluids above 105 degrees F or chilled fluids below 55 degrees F are insulated to the levels in Table 2. Swimming Pools: 0 All heated swimming pools have an on/off heater switch and a cover unless over 20%of the heating energy is from non-depletable sources.Pool pumps have a time clock. Project Title: PLAN NO. 020509 Report date: 06/21/10 Data filename:Y:\\020509-SMITH-REV. 11 DIXON CT.QUEENSBURY.rck Page 3 of 4 Table 1:Minimum Insulation Thickness for Circulating Hot Water Pipes Insulation Thickness in Inches by Pipe Sizes Non-Circulating Runouts Circulating Mains and Runouts Heated Water Up to 1" Up to 1.25" 1.5"to 2.0" Over 2" Temperature(°F) 170-180 0.5 1.0 1.5 2.0 140-169 0.5 0.5 1.0 1.5 100-139 0.5 0.5 0.5 1.0 Table 2:Minimum Insulation Thickness for HVAC Pipes Fluid Temp. Insulation Thickness in Inches by Pipe Sizes Piping System Types Ra ge("F) 2"Runouts 1"and Less 1.25"to 2.0" 2.5"to 4" Heating Systems Low Pressure/Temperature 201-250 1.0 1.5 1.5 2.0 Low Temperature 120-200 0.5 1.0 1.0 1.5 Steam Condensate(for feed water) Any 1.0 1.0 1.5 2.0 Cooling Systems Chilled Water,Refrigerant and 40-55 0.5 0.5 0.75 1.0 Brine Below 40 1.0 1.0 1.5 1.5 NOTES TO FIELD:(Building Department Use Only) Project Title: PLAN NO. 020509 Mry ^ . ~Report date: 06/21/10 Data filename:Y:\\020509-SMITH-REV. 11 DIXON CT.QUEENSBURY.rck Page 4 of 4