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2009-314 TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 Community Development- Building &Codes (518) 761-8256 CERTIFICATE (]"I'VE7 OCCUPANCY Permit Number. P20090314 Date Issued: Friday, November 20, 2009 This is to certify that work requested to be done as shown by Permit Number P20090314 has been completed. Location: 20 TEE Dr Tax Map Number. 523400-289-011-0002-043-000-0000 Owner. CAROL & RICHARD SCHEIDEGGER Applicant: CAROL & RICHARD SCHEIDEGGER 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 other issues and conditions as a result of approvals by the Director of Building&06de ErNrcernent Planning Board 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: P20090314 Application Number. A20090314 Tax Map No: 523400-289-011-0002-043-000-0000 Permission is hereby granted to: CAROL& RICHARD SCHEIDEGGER For property located at: TEE 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: CAROL&RICHARD SCHEIDEGGI 26 EMILY Ln Garage Attached CHESTERTOWN,NY 12817-0000 Single Family Dwelling $150,000. 0 Total Value $150,000.00 Contractor or Builder's Name/Address Electrical Inspection Agency Plans &Specifications 2009-314 1456 sq ft single family dwelling with 576 garage $232.32 PERMIT FEE PAID- THIS PERMIT EXPIRES: Thursday,July 22, 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 the To f Queens ury;� Wednesday,July 22, 2009 SIGNED BY for the Town of Queensbury. Director of Building Co nforcement ........... ................... OFFICE USE ONLY -_......_....._...__..__._.. ��.�.r��q.�_ TAX MAP NO. PERMIT NO. � i _ �UIL 0 7 2009 FEES: PERMIT2� RECREATION ENGINEERING ; - (If applicable) ' ';�'�tily u? �P�SBURY ............................... ' BU1LD4Wc,.&.CpDEs.._, 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: �S�� OWNER: ADDRESS: 6 �� y �a�,. _(� p� w� ADDRESS: a `^A e� PHONE NOS. 7 5 /-/0 67 PHONE NOS. CONTACT PERSON FOR BUILDING & CODES COMPLIANCE: ��\c PHONE: / - L LOCATION OF PROPERTY: o+ 2 6 /ee J7►-, HAS THERE BEEN A SITE PLAN REVIEW; VARIANCE OR SUBDIVISION APPROVAL? ❑ YES Cy' NO IF SO, INDICATE APPLICATION NO. AND DATE OF APPROVAL: PLEASE INDICATE MEASUREMENTS AS REQUIRED BELOW: CHECK ALL THAT Z APPLY TO YOUR Z 0LL p O O o U- co PROJECT 00 00 O w 0 = _ w -, w u w w Q a0U z Q a � a Na oLL oLL a = oa SINGLE FAMILY ✓ l r7 y IysC TWO-FAMILY MULTI-FAMILY (NO.of UNITS ) TOWNHOUSE BUSINESS OFFICE RETAIL- MERCANTILE FACTORY OR INDUSTRIAL ATTACHED GARAGE(1,2,3) 5-7 6 577 OTHER IF rr)MMFRripl r)P Wr)l CT01A] —AIA�AC nc D c'i�i�c`c`• B 3-LGL 11-05 ARE THERE STRUCTURES NOT SHOWN ON PLOT PLAN? ARE THERE EASEMENTS ON PROPERTY? 140 1 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 nd agree to above. 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) o Permission is hereby granted to the above This application / proposed action described0. Applicant to erect or alter the building10 herein is found to be in accordance with the described herein in accordance with said zoning Laws of the Town of Queensbury. ol Application: , , , 11 BUILDING & COD S APPROVAL ZONING APPROVAL 0 0 o DAT DATE 0 ... POT CEU ONLY Dyl- TAX MAP N ��PERMIT PERMIT FE 0 . P � , AUG r `7OQ9 ✓` APPROVAL ING TOWN C K 3i ----------- BUILDING& CODES APPLI 717C DISP L S YS TEM PERMIT: A PERMIT MUST BE OBTAINED BEFORE WORK BEGINS.APPLICATIO T TO REVIEW PERMIT. OWNER: ✓ INSTALLER: Pv 1' A00% f4 ADDRESS: ADDRESS: T-e- 07r( � PHONE NOS. '-2 5 1 -/ 0 b PHONE NOS. LOCATION OF INSTALLATION: �e- D y' y At- RESIDENCE INFORMATION: YEAR BUILT NO.OF X COMPUTATION= TOTAL DAILY FLOW BEDROOMS GARBAGE GRINDER 1980 or older X 150 gallon per bedroom - INSTALLED? 34 1981 -1991 X 130 gallon per bedroom = SPA OR HOT TUB 1992-present X 110 gallon per bedroom = - INSTALLED? 14 ,1 PARCEL INFORMATION: ✓ TOPOGRAPHY: Flat rolling Steep slope %Slop ✓ SOIL NATURE: Sand Loam �� Clay Othe n� -v 1 ✓ GROUNDWATER: At what depth? b ✓ BEDROCKlIMPERVIOUS MATERIAL: At what depth?/ ✓ DOMESTIC WATER SUPLY: Municipal Well �/ (if well: er supp any septic system a rption ' ft.) ✓ PERCOLATION TEST: Rate is per minute per inch. (Test to be completed by a licensed professional eng' r 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: 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. Each trench �� X _ ❑ SEEPAGE PIT(S) (WITH NO. 3 STONE) How many? Size? ❑ ALTERNATIVE SYSTEM Bed or other type? �V,k rw s ❑ 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 RFVIFw I ICT oon 0�____________________________ ____________________ . ' OFFICE USE ONLY ' 0 , 11 00 11 , 10 1 , d' TAX MAP NO. PERMIT NO. 7-1? PERMIT FEE o I o 01 APPROVALS: ZONING TOWN CLERK ' , , , / , APPLICATION FOR SEPTIC DISPOSAL SYSTEM PERMIT: A PERMIT MUST BE OBTAINED BEFORE WORK BEGINS.APPLICATION IS SUBJECT TO REVIEW BEFORE ISSUANCE OF A VALID PERMIT. (� OWNER: C.tV INSTALLER: ADDRESS: In C'.1'y7l& �.�np�S J"�O ) ADDRESS: PHONE NOS. / ► _ I O�� PHONE NOS. LOCATION OF INSTALLATION: L-,c3� `fee A-i'yr' NO.OF RESIDENCE INFORMATION: YEAR BUILT BEDROOMS X COMPUTATION= = TOTAL DAILY FLOW — GARBAGE GRINDER 1980 or older X 150 gallon per bedroom = INSTALLED? Lj 0 1981 -1991 X 130 gallon per bedroom = SPA OR HOT TUB 1992-present X 110 gallon per bedroom 330 INSTALLED? 4 J PARCEL INFORMATION: / ✓ TOPOGRAPHY: Flat rolling V 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 , 5� 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: l 0 OQGALLON (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 2-0 U ft. Each trench 0 X Z ' ❑ SEEPAGE PIT(S)(WITH NO. 3 STONE) How many? Size? ❑ ALTERNATIVE SYSTEM Bed or other type? ❑ HOLDING TANK SYSTEM Total required capacity? Tank size? Number of tanks? . ............................_...._.......____......:!......:._......................:.......:..:..:.::.:.::. NOTE: ALARM SYSTEM AND ASSOCIATED ELECTRICAL WORK MUST BE INSPECTED BY A TOWN APPROVED ELECTRICAL INSPECTION AGENCY. PLEASE REVIEW LIST PROVIDED. Final Survey Inspection Dept. of Community Development Town of Queensbury 742 Bay Road Queensbury,NY 12844 Date received: ( ( 10 NAME: LOCATION: PERMIT M 20(- q -3 'y Final Survey Plot Plan Approved Denied The attached final survey has been received by the ✓/ Dept.of Community Development. Upon review the surve 'has Craig Brown,Zoning Administrator Notes: L LSneHemingway\l�wilding.Codes.bspectian.FORM'Wina1 Survey Zoning Administmtor.doc LLj tv to E q) o SL m m Of 0- Q) " S- C 00 AV M < Wit- L C\J (n E u U ULL< u z m 43 0 uo) m LL- LL- < ro C) m u < n cm) C) to a It o II "'SN'st "O&d IT C\j 010 \0 \00.0 o U a R Ti o oo 0 500 2 000 M N cu ;3 43 j E q) M. ZS 4� al Z Septic Inspection Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building &Code Enforcement Arrive: �V.55 am/pmi epart: am/pm 742 Bay Rd., Queensbury, NY 12804 Inspector's Initials: NAME: �j . " G=/!7 � /Z. PERMIT NO.: LOCATION: ��G� 2 _ INSPECT ON: 10111 RECHECK: Comments and/or diagram Soil Type: Sand Type of Water: Munici a W I Waterline separation distance ft. Well separation distance ft. Other wells: ft. Well Casing Length 50' + VN N/A pp V 1 t7C— Absor tion Field: Total length ft. Length of each trench ft. Depth of trenches ft. Size of Stone Seepage Pits: Number Size: x Stone Size: Piping Size Type Building to tank Tank to Distribution Box Distribution Box to Field/ Pit Opening Sealed: Y N End Ca Y N Inlet/Outlet Pipes&Baffles Y N Location Separations Foundation to tank ft. Foundation to absorption ft. Separation of Pits ft. Conforms as per Plot Plan Y N Engineer Report and As-Built Y` N Location of System on Property: Front Rear Left Side Right Side Middle Front Middle Rear System Use Status: -proved V 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 4 4 Foundation Inspection Report Office No.(518)761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: am/pm Depart: pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: _ NAME: PERMIT#: 4Y LOCATION: INSPECT ON: -- TYPE OF STRUCTURE: c CoMmenb 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 Mat 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&Codesunspectlon Forms\Foundation Inspecdon Report.doc Last printed 12/20/2005 9:24:00 AM /-'45 err' Rough Plumbing / Insulation 1 spection Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building & Code Enforcement Arrive: �am/p Depart: am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: NAME: WPERMIT #: (�77-- LOCATION: INSPECT ON: TYPE OF STRUCTURE: - Y N NIA Rough Plumbing/Nail Plates Plumbing Vent I Vents in Place 1 %inch minimum Drain Size Washing Machine Drain 2 inch minimum Cleanout every 100 feet/change of direction Pressure Test Drain /Vent Air/Head 5 P.S.I. or 10 ft. above highest connection for 15 minutes Pressure Test Water Supply Piping Air/Head 5 minutes Insulation/R ' ential Checic/Commercial Check a,,k mllar Exterior Sealant Proper Vent, Attic Vent Door/Window Sealed No Insulation Duct/Hot Water Piping Insulation If nuired 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 Rough Plumbing / Insulation Inspection Report Office No. (518) 761-8256 Date Inspection request received: Vz- Queensbury Building &Code Enforcement Arrive: am/pm Depart: - , am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: , NAME:_ C-' - PERMIT #: LOCATION: Z v 1 0r► k--e INSPECT ON: 2 TYPE OF STRUCTURE: r Y N NIA Rough Plumbing /Nail Plates Plumbing Vent/Vents in Place 1 %inch minimum Drain Size Washing Machine Drain 2 inch minimum Cleanout every 100 feet/change of direction Pressure Test Drain/Vent Air/ Head 5 P.S.I. or 10 ft. above highest connection for 15 minutes Pressure Test Water Supply Piping Air/Head 50 P.S.I for 15 minutes nsulation/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 SupRly for Furnace Duct work sealed properly/No duct tape COMMENTS: R-- -L t Rough Plumbing Insulation Report.revised Nov 17 2003, revised February 15,2005, revised January 7,2008 Framing / Firestopping Inspection Report Office No. (518)761-8256 Date Inspection request received: Queensbury Building &Code Enforcement Arrive: am/pm Depart• am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: NAME: PERMIT#: C LOCATION: INSPECT ON: ' TYPE F• STRUCTURE: Framing Y N WA COMMENTS: Attic Access 2T x 30' minimum Jack Studs/Headers Bracing/Bridging Joist hangers Jadc Posts/Main Beams Exterior sheeting nailed properly 12"O.C. Headroom 6 ft. 8 in. Stairwells 36 in. or more Exterior Deck Bracing Headroom 6 ft. 8 in. Notches/Holes/Bearing Walls Metal Strapping for Notches Top Plate 1 % w 16 gauge 8 16D 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 irestopping Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation House side%inch or 5/8 inch Type X Garage side 518 inch Type X Ceilingfwall Windows Habitable Space/Bedrooms 24 in. (H) 20 in. OM 5.7 sf above/below grade 5.0 sf grade Q,60GAIN VWMTT k L. ul—ld 1BuNdkV&CodesUnspe rsmbV Fuestopp V Inspection RepoIt.doc Revised January 7,2W8 G O-� Rough Plumbing / Insulation Ins action Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building &Code Enforcement Arrive: am/pm Depart:�am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: NAME: PERMIT #: == 46 LOCATION: INSPECT ON: 22 -02 TYPE OF STRUCTURE: Y NIA Rough Plumbi Nail P ant/ nts in Place 1 % inch minimum Drain Size Washing Machine Drain 2 inch minimum Cleanout every 100 feet/change of direction Pressure Test Drain/Vent Air/Head 5 P.S.I. or 10 ft. above highest connection for 15 minutes Pressure Test Water Supply Piping Air/Head 50 P.S.I for 15 minutes Insulation /Residential Check/Commercial Check Tyvek or Similar Exterior Sealant Proper Vent, Attic Vent Door/Window Sealed No Insulation Duct/Hot Water Piping Insulation If required unheated spaces Combustion Air Supply for Furnace Duct work sealed property/No duct tape COMMENTS: Rough Plumbing Insulation Report.revised Nov 17 2003, revised Febuary 15,2005, revised January 7,2008 /0-/Z- % Framing / Firestopping Inspection pport Office No. (518)761-8256 Date Inspection request received: Queensbury Building &Code Enforcement Arrive: am/pm part:-L j ;f, am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: NAME: PERMIT#: LOCATION: INSPECT ON: TYPE OF STRUCTURE: N NIA COMMENTS Framing Attic Access 22° x 3W 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 Exterior Deck Bracing Headroom 6 ft. 8 in. Notches/Holes/Bearing Walls Metal Strapping for Notches Top Plate 1 % w 16 ggAe 8 16D nails each we 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 Ceilingfwall Windows Habitable Space/Bedrooms 24 in. (H) 20 in. (W) 5.7 sf above/below grade 5.0 sf grade LABuiiding&Codes Fortes-OLD Suiiding&CodesUnspedion FomisTraming Fi estopping Irapedion Reportdoc Revised January 7,2006 Framing / Firestopping Inspection Report Once No. (518)761-8256 Date Inspection request received: l�' l Queensbury Building &Code Enforcement Arrive: am/pm Depart: am pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: NAME: - C[1 Q , C 'Z� PERMIT#: LOCATION: -c-C�. INSPECT ON: C, TYPE OF STRUCTURE: b Y N A COMMENTS: X V Framing Attic Access 27 x 30" minimum Jadc Studs/Headers G A-L� Bracing/Bridging Joist hangers .--- Jadc Posts/Main Beams Exterior sheeting nailed properly 12"O.C. Headroom 6 ft. 8 in. Stairwells 36 in. or more Exterior Deck Bracing Headroom 6 ft. 8 in. Notches/Holes/Bearing Walls Metal Strapping for Notches Top Plate 1 % w 16 gauge 8 16D naAs each We 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 CeigMNmll Windows Habitable Space/Bedrooms 24 in. (H) 20 in. OM 5.7 sf above/below grade 5.0 sf grade LABuilding&Codes Forms-OLD1BuNding&Codeslln,W ion FonnsTran fing Fumtopping Inspection ReporLdoc Revised January 7,2000 Framing / Firestopping Inspection Report � '3 Office No. (518)761-8256 Date Inspection request received: "9' Queensbury Building &Code Enforcement Arrive: am/ De rt:�am/pm 742 Bay Road, Queensbury, NY 12604 Inspector's Initials: NAME: C'A i j P 9 PERMIT#: 0- 3 I t" LOCATION: _ �-C--C or INSPECT ON: "1 TYPE OF STRUCTURE: Framing Y N NIA COMMENTS: Attic Access 220 x 317 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 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 sift Draft stopping 1,000 sq. ft. floor trusses Anchor Bolts 6 ft. or less on center $.Xce 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's 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. (M 5.7 sf above/below grade 5.0 sf grade LABuiiding&Codes Forms-OLD1Buitding&CodesUnspadion FwmsTrarning Firestopping Inspection Report.doc Revised January 7,2008 Framing / Firestopping Inspect' Aeport Office No. (518)761-8256 Date inspection i Queensbury Building&Code Enforcement Arrive: a part: am 742 Bay Road, Queensbury, NY 12804 Inspector's Initi s: NAME: / Gf -�'P"^ PERMIT#: P� LOCATION: INSPECT ON: TYPE OF STRUCTURE: Framing Y N WA COMMENTS: Attic Access 2T x 30' minimum Jack Studs/Headers 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 % w 16 gauge 8 16D nails each side Draft stopping 1,000 sq. ft floor trusses r Bolts 6 ft. or less on center The and wate hield 24 inches from wall " 4kampaWron 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 Ceilingfwall Windows Habitable Space/Bedrooms 24 in. (H) 20 in. W 5.7 sf above/below grade 5.0 sf grade LABuilding&Codes Forms-OMBuilci ft&CodesMnspection ForsnsTran ft Restopping Inspection Report.doc Revised January 7,2006 Septic Inspection Report Office No. (518) 761-8256 Date In i request received: Queensbury Building &Code Enforcement Arrive: - am/pot!part: am/pm 742 Bay Rd., Queensbury, NY 12804 Inspect is Initials: NAME: 45G C PERMIT NO.: LOCATION: INSPECT ON: 211(p IL RECHECK: Comments and/or diagram Soil Type: Sand Loam Clay Type of Water: Municipal/ Well Water I Waterline separation distance ft. Well separation distance ft. deovel�:- Other wells: ft. Well Casing Length 50' + / - Y vN N/A d �JC C IC 7� Absorption Field: Total length ft. Length of each trench ft. Depth of trenches ft. Size of Stone Seepage Pits: Number Size: x Stone Size: Piping Size Type Building to tank Tank to Distribution Box Distribution Box to Field/ Pit Opening Sealed: Y N End Cap N Inlet/Outlet Pipes&Baffles Y N Location Separations Foundation to tank LC> ft. Foundation to absorption ft. Separation Pits ft. 0 r , V Conforms as r Plott Plan _Y_ N K � Engineer Report and As-Built Y N Location of System on Property: Front Rear Left Side Right Side Middle Front Middle Rear System Use Status: proved Partial Approved and needs to be re-inspected, please call the Building &Codes Office Disapproved Last revised 06/18/07 L:\Building&Codes Forms-01-1)\Building&Codes\Inspection Forms\Septic Inspection Report.doc -f fer ;s hlk2 ') 2- -Z/ Ala-Ale� 7 Septic Inspection Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building &Code Enforcement Arrive: am/ De art: am/pm 742 Bay Rd., Queensbury, NY 111.2804 Inspector's Ini ials:t� C' NAME: E' PERMIT NO.: LOCATION: INSPECT ON: 2 RECHECK: Comments and/or diagram Soil Typk,Sand I Loa Type of Water: Munic Waterline se ration distance ft. Well separation distance ft. Other wells: ft. Well Casing Length 50 + / - Y N N/Avw,,�� Absorption Field: Total length ft. Length of each trench ft. Depth of trenches ft. Size of Stone t Seepage Pits: Number Size: x Stone Size: Piping Size Type L� � Building to tank ✓I/,,-� / /�S��¢G� � /A)&& Tank to Distribution Box /' ' ' Distribution Box to Field / Pit N 0 Opening Sealed: N End Ca Y N Inlet/Outlet Pipes &Baffles Y N Location Separations Foundation to tank ft. Foundation to absorption ft. Separation of Pits ft. Conforms as per Plot Plan Y Engineer Report and As-Built Y N Location of System on Property: Front Rear Left Side Righ Side Middle Front Middle Rear System Use Status: ADP pproved artial Approved and needs to be re-inspected, please call the Building &Codes Office Disapproved Last revised 06/18/07 U\Building&Codes Forms-OLD\Building&Codes\Inspection Forms\Septic Inspection Report.doc L'- H Foundation Inspection Report �.-F O C-1v � Office No.(S 18)761-8256 Date Inspectio uest received: GC Queensbury Building&Code Enforcement Arrive: Depart: am/pm 742 Bay Rd.,Queensbury,NY 12804 Inspector Initials. NAME: S e l t PERMIT#: L LOCATION: INSPECT ON: 0 TYPE OF STRUCTURE: Commeats 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 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 ackfi11 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\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� am/pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: �-- NAME: \��C� ., PERMIT#: LOCATION: INSPECT ON: TYPE OF STRUCTURE: Commenta 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 Ok 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 12/20/2005 9:24:00 AM Foundation Inspection Report Office No.(518)761-8256 Date Inspection request received: — Queensbury Building&Code Enforcement Arrive: am/pm Depart- pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: NAME: cf�_�, d�Gc3 PERMIT#: `- t_-3 ,— LOCATION: r V-1Q INSPECT ON: TYPE OF STRUCTURE: Comments Y N NA ootings 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 -7-0Z 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 Backfd1 Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\Bullding&Codes Forms\Building&Codes\lnspection Forms\Foundation Inspection Report-doc Last printed 12/20/2005 9:24:00 AM Queensbury Building & Code Enforcement - Residential kn spection r t61-8256 Arrive: am/pm part: am/pm ,-in request received: Inspector's Initials: PERMIT#: �TION: DATE: _ TYPEOF STRUCTURE: Comments: N A 4" Building Number Address visible from road Chimney Height/"B"Vent/Direct Vent Location Fresh Air intake 3 inch Plumbing Vent through roof minimum 6 inches Roof Co fete/Exterior Finish Complete Platform at all exterior doors _ Handrail 4 or more risers Guards at stairs decks ios more than 30 inches above race Guard at stairwell at 34 inches or more Guard at deck porches 36 inches or more A+cTA�. Handrail Termination at Newell Post or Wall Interior/Exterior Railings 34 inches to 38 inches ur— `1 , Deck Bracing/Handicapp2d Ramp Compliant ' Grade away from foundation 6 inches with 10 feet 6 inch clearance to silt plate Gas Valve shut-off ex sed/regulator 18 inches above grade Interior priM/trim/doors/main entrance 36 inches , Bathroom/Kitchen watertight Safety glazing/Window in stairwells safe glazing Interior Smoke De ors i arbon noxid etectors Every level: E ry Bedro m: Outside every bedroom rea: Inter Connected: Batts bac ku : Attic access 30 inches x 22 inches x 30 inches(height)in accessible area Crawl Spaces 18 inch x 24 inch access Isq.ft.-150 s .ft.vents Bathroom Fans,if no window Plumbing fixtures Foundation insulation 1 Insulation Certification Floor truss,draft stopping finished basement 1,000 sq.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 Fumace/Hot Water Heater operating Low water shut-off boiler Relief Valves installed/Heat Trap/Water Temp 110 Enclosed Stairs Sheetrodk Underside minimum W Gypsum Basement stairs dosed rise>4 inches Garage Floor Pitched Garage fireproofing/%hour fire door/door closer Duct work Sealed prop2rly Gas Loge in Sealed or Glass Enclosure Final Electrical _ Final Survey Plot Plan Arc Fault Breaker in Bedrooms Flex Gas Pipe Bonding As Built Septic System/Sewer Dept. Inspection Sticker L Site Plan /Variance Tguired _ Flood Plain Certification,if re uired Okay to issue C/C or C 10 Temporary/Permanent LABuilding&Codes FormstBuilding&Codes\lnspection FormsWesidential Final Inspection Forrn_reviseo_100405.doc;Revised January 7,2008;Revised 6/26/08 rl z � 171 -as ^00 ./'b Eli WE Nr"11 2 0 2 u 0 9 TOWN OF QUEENSBURY Z X 07 I �-- BUILDING&CODES S 1 ' ,1 A L E S L4 0 57 Xoo 'OAOO� ` )( 10 Joi5T'S 6„ nL 10 Ar ..._.... 4 X�! o sTs b t Ldu�j,y II:,dr 1-1ii % 'e\ !° 4 ►� 6 STe4�� TReADs � � ��E r E pe tzv 4, 5 4e- CK Top � 6xt -2, S GAL