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2010-286 �_ TOWN OFQ UEENSBURY Tiro742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 Community Development - Building & Codes (518) 761-8256 CERTIFICATE OF OCCUPANCY Permit Number: P20100286 Date Issued: Friday, January 18, 2013 This is to certify that work requested to be done as shown by Permit Number P20100286 has been completed. Location: 23 GENEVA Dr Tax Map Number: 523400-301-020-0001-077-000-0000 Owner: CLUTE ENTERPRISES, INC. Applicant: CLUTE ENTERPRISES, INC. This structure may be occupied as a: Garage Attached By Order of Town Board Single Family Dwelling TOWN OF QUEENSBURY Issuance of this Certificate of Occupancy DOES NOT relieve the property owner of the responsibility for compliance with Site Plan, Variance, or , J other issues and conditions as a result of approvals by the Planning Board Director Building& od 1Vf%r. ent 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: P20100286 Application Number: A20100286 Tax Map No: 523400-301-020-0001-077-000-0000 Permission is hereby granted to: CLUTE ENTERPRISES. INC. For property located at: 23 GENEVA Dr 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: CLUTE ENTERPRISES, INC. 6 HOLDEN Ave Garage Attached QUEENSBURY,NY 12804-0000 Single Family Dwelling $140,000.00 Total Value $140,000.00 Contractor or Builder's Name /Address Electrical Inspection Agency Plans&Specifications 2010-286 Renewal pd 9/25/12 for 6/2012 thru 6/2013 1536 sq ft single family dwelling with 400 sq ft garage $224.32 PERMIT FEE PAID-THIS PERMIT EXPIRES: Friday,June 14,2013 (If a longer period is required,an application for an extension must be made to the code Enforcement Officer of the Town of Queensbury before the expiration date.) Dated at the Tow of Que sbu ; M .,/,..June 14,2010 VW SIGNED BY for the Town of Queensbury. Director of Building&Code Enforcement TOWN OF QUEENSBURY Ora742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 Community Development- Building&Codes (518) 761-8256 BUILDING PE Permit Number: P20100286 Application umber: A20100286 Tax Map No: 523400-301-020-0001-077-000-0000 Permission is hereby granted to: CLUTE ENTERPRISES, INC. For property located at: 23 GENEVA Dr in the Town of Queensbury,to construct or place at the above location in accordance with application together with plot plan. and other for ..tion hereto filed and approved and in compliance with the NYS Uniform Building Codes and e Que. sb Zoning Ordinance. Type of I ons uct'.n Value Owner Address: CLUTE ENTERPRISES, C. Garage Atta ed 6 HOLDEN Ave Single Fa 'y ► elling $140,000.00 QUEENSBURY,NY 1280 - 00 Total Val $140,000.00 Contractor or BuildAle /Address Electri spection Agency Plans&Specifications 2010-286 1536 sq ft single family dwellin ith 400 sq ft garage $224.32 PERMIT FEE PAID-THIS PERMIT EXPIRES: Thursday,June 14,2012 (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 T o ueen � �. une 14,2010 AV SIGNED BY for the Town of Queensbury. Director of Building&Code Enforcement TOWN OF QUEENSBURY FON 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 Community Development- Building&Codes (518) 761-8256 BUILDING PERMIT Permit Number: P20100286 Application Number. A20100286 Tax Map No: 523400-301-020-0001-077-000-0000 Permission is hereby granted to: CLUTE ENTERPRISES, INC. For property located at: 23 GENEVA Dr in the Town of Queens bury,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: CLUTE ENTERPRISES, INC. 13 DAWN Rd Garage Attached QUEESNBURY, NY Single Family Dwelling $140,000.00 Total Value $140,000.00 Contractor or Builder's Name/Address Electrical Inspection Agency Plans &Specifications 2010-286 1536 sq ft single family dwelling with 400 sq ft garage $224.32 PERMIT FEE PAID- THIS PERMIT EXPIRES: Tuesday,June 14,2011 (If a longer period is required,an application for an extension must be made to the code Enforcement Officer of the Town of Queensbury before the expiration date.) Dated at the T o ee ► I,' une 14, 2010 SIGNED BY for the Town of Queensbury. Director of Building&Code Enforcement l /� OFFICE USE ONLY TAX MAP NO. / G-V " — / / PERMIT NO. 2F ; lillr J FEES: PERM! 1 RECREATION s/ ENGINEERING (If applicable) 4-,_ PRINCIPAL STRUCTURE: APPLICATION FOR ZONING APPROVAL & BUILDING PERMIT A PERMIT MUST BE OBTAINED BEFORE BEGINNING CONSTRUCTION. APPLICATION IS SUBJECT TO REVIEW BEFORE ISSUANCE OF A VALID PERMIT FOR CONSTRUCTION. APPLICANT/BUILDER:_ ( CL OWNER: ADDRESS: (0 \.-Qc� ,N,,e Q1/44>Li ADDRESS: PHONE NOS. 7c3 777 PHONE NOS. CONTACT PERSON FOR BUILDING &CODES COMPLIANCE: 0 PHONE: 3CG;k .z$��s LOCATION OF PROPERTY: Cre , HAS THERE BEEN A SITE PLAN REVIEW; VARIANCE OR SUBDIVISION APPROVAL? ES 0 NO IF SO, INDICATE APPLICATION NO. AND DATE OF APPROVAL: PLEASE INDICATE MEASUREMENTS AS REQUIRED BELOW: CHECK ALL THAT Z APPLY TO YOUR z cj o 1- PROJECT O g 00 w H o i--111 � � LL � w ¢ a = = = c� Z < < � � N � OLL OI— ccIZ E- LL a = oes SINGLE FAMILY �<eq- TWO-FAMILY 7E4 ; MULTI-FAMILY (NO. of UNITS ) TOWNHOUSE BUSINESS OFFICE RETAIL- MERCANTILE FACTORY OR Ct INDUSTRIAL O ATTACHED GARAGE( ( ) 4400 (100 C Co 1 OTHER IF COMMERCIAL OR INDUSTRIAL-NAME OF BUSINESS: 'k,-) IA ESTIMATED CONSTRUCTION COST: i -.16e 00 FUEL TYPE: cict� r B 3-LGL 11-05 ARE THERE STRUCTURES NOT SHOWN ON PLOT PLAN? ARE THERE EASEMENTS ON PROPERTY? \k—D? 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 • o is- ance • - certificate of occupancy. I have read a.. agree to th- . .: -� 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 ZONING APPROVAL l <c7 DA DATE QUESTIONS? CALL 761-8256 OR EMAIL codesAaueensburv.net Office Use Only VISIT OUR WEBSITE FOR MORE INFORMATION OFFICE USE ONLY ; TAX MAP NO. PERMIT NO. 10-227 j 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. t{ OWNER: -- C\J INSTALLER: C t 1 . ADDRESS: '.G-',-( C:144'y ADDRESS: PHONE NOS. "7C J 7_277 1 PHONE NOS. LOCATION OF INSTALLATION: -23 �Q�! c—. 3.1._24) I '7 7 NO.OF RESIDENCE INFORMATION: YEAR BUILT BEDROOMS X COMPUTATION= = TOTAL DAILY FLOW GARBAGE GRINDER 1980 or older X 150 gallon per bedroom = INSTALLED? 1981 -1991 X 130 gallon per bedroom = SPA OR HOT TUB 1992-present X 110 gallon per bedroom = '3 3 v INSTALLED? 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 >e Well (If well: Water supply from any septic system absorption is ft.) ✓ PERCOLATION TEST: Rate is minutes 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 u 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 TYPE: ❑ ABSORPTION FIELD (WITH NO. 2 STONE) Total length t...56 ft. Each trench '2 X 5 O ❑ SEEPAGE PIT(S)(WITH NO. 3 STONE) How many? Size? O ALTERNATIVE SYSTEM Bed or other type? O 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 by or on behalf of an applicant, shall be void. Final Survey Inspection Dept. of Community Development Town of Queensbury 742 Bay Road Queensbury,NY 12804 Date received: I —I 3 NAME: 0_,Q. LOCATION: Da .r a'u _,`•J� PERMIT#: 16 (p Final Survey Plot Plan Approved Denied The attached final survey has been • received by the Dept.of Community Development. Upon review the survey . . •:- : 1111 Cr. : :rown, Zoning Administrator Notes: L:\SueHemingway\Building.Codes.Inspection.FORMS\Final Survey Zoning Administrator.doc MAP REFERENCE SUBDIVISION PLAN 8 MAP OF A TOPOGRAPHIC SURVEY MADE FOR LARRY W. CLUTE BY. VAN DUSEN & STEVES DATED: JANUARY 29, 2007 LAST REVISED. AUGUST 15, 2008 GENEVA DRIVE Y Du S �• 11 S t e V e S Land Surveyors 169 Haviland Road Queensbury, New York 12804 518) 792-8474 New York lAc. No. 50135 VNm*mm AmArm pt A007m TO A %wiv MIP BEARM A UCOI� LAW SEK a A MAA" OF KU" MO. M-DMSIOM $ OF M WW V= STAN OAICADaM "ft' MW D ON *Q&Y capes IE ONO" AWS SVRKY "MN11M AM am" OF AE LVID SIWYEYaRS siK 91AIL EE aaN9oEAfc >n RE „a,a iRUE COAEA' MMMU' „�,m TNS MfiftY MAS ~AM N ACCOMA U M TME �1VNI� STAN RACMomS tA1D suRIETtRs. SMO cER11FICA7rarls srAu RUM Drat TO DIE pFR90M FOR MM011 DRi SURREY 5 FWARFD, Aro m NS wmr 10 DIE DALE CaIFPAMY, a0o" OffAL AWCY 00 LDOW #MMI ars LW= M°'� ""° M M ASSOM a W LOOMpS1I, 7 M.• Survey e or Map of a ury y mad f . Andre A. Lussier, Jr. Town of ueensbur , Warren Count , New York Q y Date, August Scale 1'=20' S —1 N- 1 1/8/13 UPDATE & CERTIFY LUSSIER DWG. N0. 95001-22 NO. DATE DESCRIPTION Rough Plumbing - g I Insulation Inspection Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building & Code Enforcement Arrive: am/p Depa am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials:L.% NAME: a PERMIT #: JO- LOCATION: . 3 t �_ +y •: INSPECT ON: / - TYPE OF STRUCTURE: ST- ,p ' W L-Mju- J Y N N/A I `7 � , Rough Plumbing /Nail Plates Plumbing Vent/Vents in Place 1 IA inch minimum Drain Size Washing Machine Drain 2 inch minimum Cleanout every 100 feet I 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 = •uired unheated •aces Combustion Air Supply for Furnace Duct work sealed properly/No duct tape COMMENTS: Rough Plumbing Insulation Report.revised Nov 17 2003, revised February 15,2005, revised January 7,2008 j Rough Plumbing I Insulation Inspection Report Office No. (518) 761-8256 Date Inspection request received: 1 a- I Queensbury Building &Code Enforcement Arrive: am/pm • -„•a • 4.17m/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initialr), . 4.. air- NAME: J n PERMIT #: 10 )-k‘, LOCATION: , M ,,IW',�c/ INSPECT ON: TYPE OF STRUCTURE: _ a' .� e i Y -1-4-7•17K1 Rough Plumbing /Nail Plates Plumbing Vent/Vents in Place 1 %inch minimum Drain Size ?se fin„; kc Washing Machine Drain 2 inch minimum Cleanout every 100 feet/change of direction --- ,-& Pressure Test Drain/Vent j_ ( Air/Head 5 P.S.I. or 10 ft. above highest connection for 15 minutes Pressure Test Water Supply Piping �a r'e)au) Air/Head _ tar- . •r 15 minutes Insulatio esidential Check/Commercial Check Or Similar Exterior Sealant Proper Vent, Attic Vent x'724 Door/Window Sealed (No Insulation f2 c-sic77 S Duct/Hot Water Piping Insulation If •uired unheated s•aces Combustion Air Supply for Furnace Duct work sealed properly/No duct tape COMMENTS: FL' Z \- -)-14 "52) e/6-1 Rough Plumbing Insulation Reportrevised Nov 17 2003, revised February 15,2005, revised January 7,2008 Framing / Firestopping Inspection Report .' (-1 1 I ( to) Office No. (518)761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: am/pm Depart 4 pm 742 Bay Road, Queensbury, NY 12804 Inspector's InitialC441.c) NAME: PERMIT#: #44Th LOCATION: rn Yom, .A INSPECT ON: TYPE OF STRUCTURE: S : A Y N WA C. ME Framing Attic Access 22" x 30' minimum Cy0 m '' 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 Exterior Deck Bracing Headroom 6 ft. 8 in. • Notches/Holes/Bearing Walls Metal Strapping for Notches Top Plate 1 'A(w) 16 gauge(8) 16D nails each side Draft stopping 1,000 sq. ft. floor trusses Anchor Bolts 6 ft. or less on center lies and war 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 L:1Buildirg&Codes Fortes-OLD1Buildinq&CodesWnspec tion Fonnscrarinp Firestopping Inspection Report.doc Revised January 7,2008 Framing / Firestopping Inspection Report / p� Office No. (518)761-8256 Date Inspection request received: _____1_34.71/ 7J/ Queensbury Budding&Code Enforcement Arrive: am/pm Depart: am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: NAME: C is UT r= PERMIT#: -71 �� LOCATION: ,2�3 C-C-1 && v -t\-C INSPECT ON: 17. /?� TYPE OF STRUCTURE: - '1 Y ;� N N/A COMMENTS: •4 naming Attic Access 22"x30" minimum 1:// Jack Studs/Headers Bracing/Bridging Joist hPosts s/ ,�iN"`.�� �1�� Jack Posts/Main Beams Exterior sheeting nailed properly V� ` , 12"O.C. � ����� Headroom 6 ft. 8 in. el-A5C2-t A-C `P 1 Stairwells 36 in. or more Exterior Deck Bracing9sxrd)(73<tpACZ‘t-tiPert., Headroom 6 ft. 8 in. ,<Ck'1/4) „f Notches/Holes/Bearing Walls Metal Strapping for Notches Top Plate i l 1 %(w) 16 gauge(8) 160 nails each side \'\l 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 Orestopping 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:\Building&Codes Fortes-OLDaiilding&CodesInspection FormsTi*ml g Firestopping inspection Reportdoc Revised January 7,2008 Rough Plumbing / Insulation Inspection Report Office No. (518) 761-8256 Date Inspection request received: / Zl/7// Queensbury Building &Code Enforcement Arrive: am/pm Depart am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: NAME: CL,�t, PERMIT #: �� � - C(' LOCATION: f ;s, evvcr 61-4-k INSPECT ON: it/ , J l z TYPE OF STRUCTURE: _ Y N N/A ..,\10tough Plumbing /Nail Plates Plumbing Vent/Vents in Place „\/ 1 % inch minimum Drain Size Washing Machine Drain 2 inch minimum Cleanout every 100 feet I 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 Report.revised Nov 17 2003, revised February 15,2005, revised January 7,2008 Framing / Firestopping Inspection Report 'I (-) ncd 41-c a 6 -/L- 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: /Oc ) ' C NAME: C PERMIT#: ___1(2,:,4 g LOCATION: �� /� INSPECT ON: / - / /A TYPE OF STRUCTURE: Y N N/A COMMENTS: Framing Attic Access 2T x 30' minimum Jack Studs/Headers Bracing/Bridging Joist hangers Jack Posts/Main Beams Exterior sheeting nailed properly 1T 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) 160 nada each side Draft stopping 1,000 sq. ft. floor trusses Anchor Bolts 6 ft. or lesson center --how* 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 6 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 I below grade 5.0 sf grade L:1Bu�dIng&Codes Fortis-OLD'8uilding&Codeslinspection FonnssFraminp Firostopping Inspection Repo tdoc Revised January 7,2008 tr -- 1 u & Queensbury Building & Code Enforcement - Residenti_ al 14: cection Office No. (518) 761-8256 Arrive: „ •:rt: ,7;-1)17 m/pm Date Inspection request received: Inspector's Ini - . �/� NAME: PEIT#: / YCv LOCATION: 6- �v N R D : 9 - t TYPE OF STRUCTURE: Comments: Yes No N/A 4" Building Number Address visible from road P 16-1<4- 1,A, Chimney Height/"B"Vent/Direct Vent Location Fresh Air Intake 3 inch Plumbing Vent through roof minimum 18 inches Roof Complete/Exterior Finish Complete Platform at all exterior doors Handrail 4 or more risers Guards at stairs,decks,patios more than 30 inches above grade LP‘ Pk_._rc*"Cb Guard at stairwell at 34 inches or more Guard at deck,porches 36 inches or more Handrail Termination at Newell Post or Wall � V3 v \ Interior/Exterior Railings 34 inches to 38 inches Deck Bracing/Handicapped Ramp Compliant N)� ,\ — 19TO r_-\j t Grade away from foundation 6 inches with 10 feet `l 6 inch clearance to sill plate Gas Valve shut-off exposed/regulator 18 inches above grade 3' v\- Interior privacy/trim/doors/main entrance 36 inches Bathroom/Kitchen watertight Safety glazing/Window in stairwells safety glazing ��� b�� \&P's1 Interior Smoke Detectors/Carbon Monoxide Detectors Every level: Every Bedroom: �\ Outside every bedroom area: Inter Connected: Battery backup: Attic access 30 inches x 22 inches x 30 inches(height)in accessible area Crawl Spaces 18 inch x 24 inch access, 1 sq.ft.-150 sq.ft.vents Bathroom Fans,if no window Plumbing fixtures Foundation insulation to floor/Sticker on Panel Duct work sealed properly/Blower Door Test Certification Floor truss,draft stopping finished basement 1,000 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 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 1%hour fire door/door closer Gas Logs in Sealed or Glass Enclosure Final Electrical;Energy Saving Light Bulbs 50% Final Survey Plot Plan Arc Fault Breaker Habitable Spaces/Tamper Proof Receptacles Flex Gas Pipe Bonding • � As Built Septic System/Sewer Dept. Inspection Sticker - Site Plan /Variance required Flood Plain Certification,if required D tJO 'e Okay to issue C/C or C/O[Temporary/Permanent] cp,M L:\Building&Codes Forms\Building&Codes1Inspection Fomis\Residential Final Inspection Form_revised_100405.doc;Revised January 7,2008;Revised 6/26/08;Revised 12/22/10,Revised 04/13/11 ,..---- f r[r12 4 l6 -> A • . Queensbury Building & Code Enforcement - Residential Final hispection Office No. (518)761-8256 / Arrive: am/pm Depart: - O• am/pm ! Date Inspection request received: 8 a i 3 Inspector's Initials: 9— NAME: C o� d ',L; 2_� Agg PERMIT#: �O m S(-P LOCATION: 3 (F? 1, e-L v` ,r- DATE: I— / S / TYPE OF STRUCTURE: Comments: Y,/No N/A 4" Building Number Address visible from road •r• k "{r.3, Chimney Height/"B"Vent/Direct Vent Location V/ Fresh Air Intake V� 3 inch Plumbing Vent through roof minimum 18 inches ,✓, Roof Complete/Exterior Finish Complete V v Platform at all exterior doors Handrail 4 or more risers / Guards at stairs,decks,patios more than 30 inches above grade �/ Guard at stairwell at 34 inches or more Guard at deck,porches 36 inches or more Handrail Termination at Newell Post or Wall Interior/Exterior Railings 34 inches to 38 inches ✓ t/ Deck Bracing/Handicapped Ramp Compliant Grade away from foundation 6 inches with 10 feet V -� 6 inch clearance to sill plate Gas Valve shut-off exposed/regulator 18 inches above grade Interior privacy/trim/doors/main entrance 36 inches Bathroom/Kitchen watertight Safety glazing/Window in stairwells safetygl ng Interior Smoke D rs/Carbon,,MMonoxideeeetectors Every level: - Every Bedrybom: l /Outside every bedroom a. ✓✓ 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,1 sq.ft.-150 sq.ft.vents /� Bathroom Fans,if no window Plumbing fixtures 17,✓ Foundation insulation to floor/Sticker on Panel Duct work sealed properly/Blower Door Test Certification �/ Floor truss,draft stopping finished basement 1,000 sq.ft. r Emergency egress below grade / 7 Gas Furnace shut-off within 30 feet or within line of site V 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 1/ Enclosed Stairs Sheetrock Underside minimum W Gypsum / / Basement stairs closed rise>4 inches �/ Garage Floor Pitched /' Garage fireproofing/' hour fire door/door closer V/ Gas Logs in Sealed or Glass Enclosure7/ / /� Final Electrical;Energy Saving Light Bulbs 50% V 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 0Y Flood Plain Certification,if required Okay to issue C/C or C/O[Temporary/Permanent] L:1Building&Codes Forms\Building&Codesllnspection FomislResidential Final Inspection Form_revised_100405.doc;Revised January 7,2008;Revised 6/26/08;Revised 12/22/10,Revised 04/13/11 GRAIJNY Consulting, LLC 69 Hayden Point Loop Diamond Point, NY 12824 518 221-3240 01/17/2013 Clute Enterprises,Inc. 6 Holden Avenue Queensbury,NY 12804 Inspection Address: Lot 22-23 Geneva Drive, Queensbury NY 12804 Report Number: 0117130 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 NYS 2010 Energy Conservation Construction Code of the above property was performed on 01/17/2013. GRAJNY Consulting,LLC is pleased to submit the following report. The following data was provided: - Square Footage of the house, including conditioned basement=2,312 SF - Volume of the house,including conditioned basement= 18,496 CF Based on above,the following test data was collected: - Infiltration Rate,including conditioned basement at 50 Pascal= 1,057 CFM - ACH50,Actual Changes per Hour at 50 Pascal= 1,057X60/18,496=3.4<7 The Instruments used for test were provided by the Energy Conservatory Digital Gauge DG-3 rated accuracy=+/- 1%,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. ZE OF NEW.p.„, Sincerely, ca ©�,� Stan Grajny, PE 4.1 NYS HERS Energy Rater BER-041 <"�.� w " NYS PE 065406-1 `'FO 065405 ` Alt*ES COMMONWEACIlivELECTRICAL INSPECTION SERVICE,INC. Main Office 176 Doe Run Road-Manheim,PA 17545 MUNICIPAL CERTIFICATE - ELECTRICAL APPROVAL Permit No. .Cert N° 20421 Cut-in Card No. Owne Loc fig CC-9ViCi1/24— Installation Consisting of..r2 claP.. 56 eeez ,441.,2>eve Installed By iaP 11( Lie.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 makin inspe tions at any time, and if its rules are violated,the Company shall have the right to re o this • te. Date /0 INSPECTOR Member N.F.P.A.,I.A.E.I. Final Survey Inspection Dept. of Community Development Town of Queensbury 742 Bay Road Queensbury,NY 12804 Date received: /11/4° NAME: C LOCATION: ( '1 ZZ-- '` PERMIT#: 1010 2b Final Survey Plot Plan Approved Denied The attached final survey has been received by the Dept.of Community !/ Development. Upon review the survey has be Craig Brown, Zoning Administrator Notes: L:\SueHemingway\Building.Codes.Inspectian.FORMS\Fina1 Survey - Zoning Administrator.doc Foundation Inspection Report Office No.(518)761-8256 Date Inspectipn ;nest received: Queensbury Building&Code Enforcement Arrive://I- - a p!f Depart: am/pm 742 Bay Rd.,Queensbury,NY 12804 Inspectors Initials: NAME: PERMIT#: 7 ICf' LOCATION: INSPECT ON: 7/07 TYPE OF STRUCTURE: Comments Y N NL �J Footings 6;'ia 441‘ • Piers Monolithic Slab UN /6,�J 5 �� �te d Reinforcement in Place - K5(14/0/17/6") The contractor is responsible for A‘00��� providing protection from freezing for 48 hours following the placement of the concrete. ,6(itt T 41/6e--P P6'cl Materials for this purpose on site. � Foundation/Wallpour t_•.- /24,1) Reinforcement in Place t" 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\Inspectlon Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM ) --" 1,74,t_ Septic Inspection Report Office No. (518) 761-8256 Date Ins•- it. request received: Y / 2'/() Queensbury Building &Code Enforcement Arrive: -iv am/p ep rt: am/pm 742 Bay Rd., Queensbury, NY 12804 Inspect.r's Initials: NAME: C LL l (t PERMIT NO.: 10,..2 LOCATION: a.� (-. . .Q..v iq h-f-,\k) INSPECT ON: C�`2-V/(-) RECHECK: Comments and/or diagram Soil Ty.-: Loam/ Clay Type of Water: Munici.- / Well Water Waterli - 1-ration distance ft. Well separation distance ft. Other wells: ft. Well Casing Length 50' + / - Y N N/A Absorption Field: Total length 14 ft. AS BUILT Length of each trench ft. Depth of trenches ',4---' ft. Size of Stone Seepage Pits: Number Size: x Stone Size: Piping Sp K %Ty ,6 Building to tank Tank to Distribution Box ti, 'S 3C-- Distribution CDistribution Box to Field/ Pit ti u Opening Sealed: N End Cap _211-1‘1 Inlet/Outlet Pipes&Baffles ✓ Y—N Co jc - 41 01)2 ki51< Location/ Separations Foundation to tank f ft. Foundation to absorption ft. Separation of Pits ft. ‘1- 44— v t C. J Conforms as per Plot Plan _✓Y, N Engineer Report and As-Built Y_., N Location of Syste • i• •roperty: 4L)6\11/4kt --) 16-VII � 2tii Front Rear Left Side Right Side Middle Front Middle Rear System Use Status: pproved Partial Approved 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 90 J 5 i 11 ... 3* f 1 . ; g i 4 t I ; , , 1 ,. i . 1 ... i 0 1 t1 I ri 0 ..) I 01,0 1 , 1 i 1 I rt MOW i i .64.."Iti 0 PI 4 0 ! ) .1 i 14 d I I , 1 f 14 li i V Pr i A 1 1 i 4 il .0 0 ig ,1 , ri . i 5 14 „ H ril "I have seen or obsery-. . believe I sa iv evidenc,3 ot, : 1 all objects such ,: ouses, .11s,trees, fii.nc.cs, ! i , shown on t *; doc ment 1H s• :pre—,i1 that I have 7 •1 th• 7 • 7 6-- ''' .-...; 13114/11Ftt'ars'drr— ' 4' I .....r4/411faidr 1 or ,, SIGNATURE ' DATE / ........ 4_ 1 1 i 10 (14 :.• jE ` B- qi ft/9 -1:1‘.6- 1%% -* r• . k,W5ad � ,+ xa ,i K -\, Il ? it`V o I 14.1.•.tl ,) "is 2 ) IIAO g n- ..›, i •} v - \.r) MI toe 1aA Ct AS BUILT 0 k-fitO Foundation Inspection Report Office No.(518)761-8256 received: `�' / �'0 Date Inspectidam/p uest rete ed Queensbury Building&Code Enforcement Arrive: �'• Depart: am/pm 742 Bay Rd.,Queensbury,NY 12804 Inspector Initials: NAME: C (/ PERMIT#: /0 — J- g --62 LOCATION: 6-qe02AA. (. INSPECT ON: Q/2-1/i O TYPE OF STRUCTURE: 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 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 mil poly for wet areas under slab • kfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\Buiiding&Codes Forms\Buiiding&Codes\Inspection Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM r /t/e/PE- fe?-c>7._ Foundation Inspection Report Office No.(518)761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: am/pm Depart:_y_Gam/pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials,/"'_ NAME: (7/.). 7 . PERMIT#: /6)--e7k LOCATION: 2_3 INSPECT ON: - TYPE OF STRUCTURE: 95 l Comments Y N N/A LR FootingTh s l� 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 6at„ 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 Fors\Building&Codes\Inspection Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM . , , . .. i k ri H1 .) "............. ... ,i, . . , , . . .,.... ., ! : ,, ...... ,. . ., $ ...0 1 i . 14IN , g t 1". .....t i li 1 .. ! 'V i . r ,p , . 1 . : 4,. 1 \ 8a J 4 .. ; No4t -•......„ ,1 i . ...........,...._ . • J i . . L._... I ,.....,.. .... . . . , ip...... 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