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2008-404 TOWN OF QUEENSBURY 742 Bay Road, Queensbury, NY 12804-5904 (518) 761-8201 Community Development - Building & Codes (518) 761-8256 CERTIFICATE OF OCCUPANCY Permit Number: P20080404-35141Date Issued: Monday, December 1, 2008 This is to certify that work requested to be done as shown by Permit Number P20080404-35141 has been completed. 295.6-1-15 Tax Map Number: 1178 WEST MOUNTAIN RD Location: Herbert Hoeger Owner: Herbert Hoeger Applicant: This structure may be occupied as a: 1232 SQ FT SINGLE FAMILY DWELLING & 576 SQ FT GARAGE By Order of Town Board 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 & Code Enforcement 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: P20080404 Application Number. A20080404 Tax Map No: 523400-295-006-0001-015-000-0000 Permission is hereby granted to: HERBERT HOEGER For property located at: WEST MOUNTAIN Rd in the Town of Queensbury,to construct or place at the above location in accordance with application together with plot plans and other information hereto filed and approved and in compliance with the NYS Uniform Building Codes and the Queensbury Zoning Ordinance. Type of Construction Value Owner Address: HERBERT HOEGER 2125 HARRINGTON HILL Rd Garage Attached LAKE GEORGE, NY 12845-0000 Single Family Dwelling $150,000.00 Total Value $150,000.00 Contractor or Builder's Name/Address Electrical Inspection Agency Plans &Specifications 2008-404 1232 SQ FT SINGLE FAMILY DWELLING & 576 SQ FT GARAGE $205.44 PERMIT FEE PAID- THIS PERMIT EXPIRES: Friday, August 07, 2009 (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 of ee ry�f ,August 07, 2008 SIGNED BY for the Town of Queensbury. Director of Building&Code Enforcement I,�-OFFICE USE ONLY TAX MAP NO. PERMIT NO. ~�� 0 y , 01 FEES: PERMIT RECREATION ENGINEERING ; / , , , (If applicable) , 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: Ck 0Ae_ OWNER: ` r � �- ADDRESS: CQo�� { ADDRESS: PHONE NOS. l��\ 1 PHONE NOS. CONTACT PERSON FOR BUILDING & CODES COMPLIANCE:�.� "'� PHONE:T->(40 k S( LOCATION OF PROPERTY: k k-7'7 C_, ,=, SUBDIVISION NAME: FSE INDICATE MEASUREMENTS AS REQUIRED BELOW: CHECK ALL THAT o r APPLY TO YOUR r DO Q U w PROJECT O x _j O = a w o � U' z O C7 rH H QcLU z Q Q o7 Ncn Ou- ru- a = 06 SINGLE FAMILY TWO-FAMILY MULTI-FAMILY (NO.of UNITS ) TOWNHOUSE BUSINESS OFFICE RETAIL- MERCANTILE FACTORY OR INDUSTRIAL S7G ATTACHED c 1 GARAGE ;2, ) _7 6 OTHER IF COMMERCIAL OR INDUSTRIAL-NAME OF BUSINESS: ESTIMATED CONSTRUCTION COST: t S-0. Coo FUEL TYPE: HEAT TYP e�.�'- *HOW MANY FIREPLACE(S):-TAND/OR WOODSTOVES(S):_ ZONING CATEGORY: ARE THERE WETLANDS ON THIS SITE? 1-n, IS THIS A HISTORIC SITE? PROPOSED USE OF BUILDING OR ADDITION: *Please complete a separate Application for"Fuel Burning Appliances�8, imneys"available J our office B 3-LGL 11-05 Tozvn of Queensbury - Community Development Office 0 742 Bay Road, Queensbury, NY 12804 ARE THERE STRUCTURES NOT SHOWN ON PLOT PLAN? ARE THERE EASEMENTS ON PROPERTY? 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 provid as-built survey by a licensed land surveyor of all newly constructed facilities prio Issuanc�of a certificate of occupancy. r I have read and ree to the v . Signed i Direc Voflding & 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 Application:described herein in accordance with said zoning Laws of the Town of Queensbury. 0010 10 , 00 , , , / 00 BUILDING & CODES APPROVAL ; ZONING APPROVAL 11 , / Q � , G� C 10 DATE DATE 01 QUESTIONS? CALL 761-8256 OR EMAIL codes(ftueensbury.net Office Use Only VISIT OUR WEBSITE FOR MORE INFORMATION www.queensbury.net Operating Permit Issued: Yes No Occupancy Type: �—�j Construction Classification: 19NP� Assembly Occupancy Limit: Special Conditions: QT0717n of Queensbury • Community Development Office • 742 Bay Road, QueensbunJ, NY 12804 OFFICE USE ONLY i i / ; 0 TAX MAP NO. PERMIT NO. PERMIT FEE ; ' , APPROVALS: ZONING TOWN CLERK_ ; 0 / _________________________________+. �..__._..___.....__.._. APPLICATION FOR SEPTIC DISPOSAL SYSTEM PERMITI A PERMIT MUST BE OBTAINED BEFORE WORK BEGINS.APPLICATION IS SUBJECT TO REVIEW BEFORE ISSUANCE OF A VALID PERMIT, t OWNER: `�"Q� INSTALLER:C,,�, ADDRESS: E � ADDRESS: �t['�.'� PHONE NOS. <.�� `-� PHONE NOS. -72? 7 LOCATION OF INSTALLATION: .......................................................-............,................ ..............................:.................................. RESIDENCE INFORMATION. NO.OF t f................ NC YEAR BUILT X COMPUTATIONn ' = I TOTAL DAILY FLOW _......................................BEDROOMS......I............ .........................................;........................................................................ GARBAGE GRINDER 1980 or older .i...X 150 gallon ............ INSTALLED?............... i 1981 1991 X 130 gailon per bedroom ; _ SPA OR HOT TU ...........;.........................................................................;........... ........................................... ...,......,...................; �- 1992-present ' X 110 gallon per bedroom i : i i INSTALLED? Zg i......._....._...�......._......................... ............_.._.1..................................................._._.............................;...........;_................. ..............................; PARCEL INFORMATION: ✓ TOPOGRAPHY: FLAT ROLLING STEEP SLOPE %SLOPE ✓ SOIL NATURE: SAND LOAM CLAY OTHER ✓ GROUNDWATER: AT WHAT DEPTH? BEDROCMMPERVIOUS MATERIAL: AT WHAT DEPTH? ✓ DOMESTIC WATER SUPLY: MUNICIPAL WELL (IF WELL:WATER SUPPLY FROM ANY SEPTIC-SYSTEM ABSORPTION IS FT.-) ✓ PERCOLATION TEST: RATE IS 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: 000 GALLON (MIN. SIZE IS 1,000 GAL.) TILE FIELD: EACH TRENCH �JQ FT. ✓ TOTAL SYSTEM LENGTH: V50 FT. SEEPAGE PIT(S): HOW MANY? ✓ SIZE OF EACH FT. X FT. ✓ SIZE OF STONE TO BE USED: #��/DEPTH OR THICKNESS FT. ✓ BED SYSTEM SIZE: X ✓ ALTERNATIVE SYSTEM: LENGTH ANDIOR SIZE ✓ HOLDING TANK SYSTEM:(If required) NO. OF TANKS: _ __1 SIZE OF EACH ✓ GALLONS./TOTAL CAPACITY: GAL. .......................:.........:...................:.:.:.:.:.:.................................................:.:...:..:...........:.....:...:.:.:...:.„:.:.:.:.........:,:.:.:. :.:.:.:.,.::.,.,.:.:..,.:.:.:.:.:.:.................,...:.:,:.:.:.:.:.::...:.:...:.:.:...,...:...:.,.:...,.:...:.:.:.:...:...:.,,........:.............:.,.:.:.:.: NOTE: ALARM SYSTEM AND ASSOCIATED ELECTRICAL WORK MUST BE INSPECTED BY A TOWN ``• APPROVED ELECTRICAL INSPECTION AGENCY. PLEASE REVIEW LIST PROVIDED. ii..........:,,,:�,..,.:,,>>:: I 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. I have read the re Ions with respect to this application and QUESTIONS? CALL 761.8256 OR EMAIL agree to abi y the a and all requirements of the Town of codes agueensbumnet Queens Sanit Se IsposalOrdinance. VISIT OUR WEBSITE FOR MORE INFORMATION www.ciueensbury.net S atu a of Person Responsible Date Town of Queensbury • Community Development Office - 742 Bay Road, Queensbury, NY 12804 4l t' i k _.... 22G. 9r� �d cZ 014WEALTH ELECTRICAL INSPECTION SERVICE,INC. r Main Office 176 Doe Run Road-Manheim,PA 17545 NICIPAL CERTIFICATE - ELECTRICAL APPROVAL r Permit No..... . ...- .. ......Cert. N� 7 3 a Cut-in Card No..................................... �y Owner................ .............t............................................................................................ ..... Location.......... .. ... r't-':..... ...........................................,.r..�....... �G1.................... Installat'on Consisting of..j ...s$,t..'�................... ..3...... :..... /` /.......C~/...n. ...................... ... ..................I........... ........................................... ................................... ...................................................................................................................................... InstalledBy.......... .. .............................................................Lic.No................................................... The conditions following governed the issuance of this certificate,and any certificate previously issued is cancelled:- This certificate only covers the electrical equipment and installation conditions as of date. Upon the introduction of additional equipment or alterations,application shall be promptly made for inspection. Inspectors of this Company shall have the privilege of maki i spections at any time, and if rules are violated,the Company shall have the right to r ke thi cert' icate. 17 Date..... ...(....` .....................I.... INSPECTOR.. .. .. ......, / -3 MOKJAI Septic Inspection Report Office No. (518) 761-8256 Date Inspecti'Xi n request received: Queensbury Building &Code Enforcement Arrive: ' am/pm�f Depart: am/pm 742 Bay Rd., Queensbury, NY 12804 Inspector's Initials: �— NAME: r V PERMIT NO.: OF LOCATION: INSPECT ON: RECHECK: Comments and/or diagram Soil T Loam Clay Type of Water: 1@unicipA14 Well Water Waterline se aration distance ft. Well separation distance ft. Other wells: ft Well Casing Length 50' + J - Y N N/A Absorption Field: Total length ft. Length of each trench ft. Depth of trenches Size of Stone 'L Seepage Pits: Number Size: x Stone Size: Piping Size Building to tank Tank to Distribution Box Distribution Box to Field/ Pit l° Opening Sealed: N End Ca Y N Inlet/Outlet Pipes &Baffles N Location/ Separations Foundation to tank ft. Foundation to absorption ft. Separation of Pits ft. Conforms as per Plot Plan Y N Engineer Reportpnd As-Built Y N Location of Syste 'obi roperty;. Front Rear eft Side Right Side Middle Front Middle Rear System Use Approved 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 (,,7 -tc ) /- (4il - . Queensbury Building & Code Enforcement - Residentia final Inspection Office No. (518) 761-8256 Arrive: a2"2J am/p�1 Depart: am/pm Date Inspection request received: Inspector's Initials: NAME: PERMIT#: << LOCATION: DATE: TYPE OF STRUCTUR _ Comments• Y No NIA 4' Building Number Address visible from road Chimney Height/"B"Vent/Direct Vent Location .10 Fresh Air Intake 3 inch Plumbing Vent through roof minimum 6 inches Roof Complete/Exterior Finish Complete Platform at all exterior doors Handrail 4 or more risers Guards at stairs deckspatios more than 30 inches above 2rade 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 Deck Bracing/Handicapped Romp Compliant Grade away from foundation 6 inches with 10 feet 6 inch clearance to sill plate Gas Valve shut-off exposed/regulator 18 inches above grade Interior privacy/trim/doors/main entrance 36 inches Bathroom/Kitchen watertight Safety glazing/Window in stairwells safet glazing Interior Smoke Detectors/Carbon Mono Detectors Every level: ✓ Every Bedroo� 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 s .ft.vents Bathroom Fans,if no window Plumbing fixtures Foundation insulation/Insulation Certification Floor truss,draft stopping finished basement 1,000 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 Fumace/Hot Water Heater operating Low water shut-off boiler Relief Valves installed/Heat Trap/Water Temp 110 Enclosed Stairs Sheetrock Underside minimum%*Gypsum Basement stairs dosed rise>4 inches Garage Floor Pitched Garage fireproofing/%hour fire door/door closer Duct work Sealed properly Gas Logs 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 Site Plan /Variance required Flood Plain Certification,if required Okay to issue C f C or C 10 Temporary/Permanent L:\Building&Codes Forms\Building&Codes\lnspection Forns\Residential Final Inspection Form_revised_100405.doc;Revised January 7,2008; Revised 6/26/08 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:/l NAME: C PERMIT LOCATION: IAA o INSPECT ON: 9 —19---(`,� 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 Dampproofmg Foundation Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab Backfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\Building&Codes Forms\Building&Codes\Inspecction Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM Rough Plumbing / insulation lnspectioi�'-Report Office No. (518) 761-8256 Date lnspectiop request received: Queensbury Building &Code Enforcement Arrive: g-- kh am/ Depart: am/pm 742 Bay Road, Queensbury, NY 12804 Inspecto s Indials: L NAME: PERMIT #: LOCATION: INSPECT ON: TYPE OF STRUCTURE: Y N N/A Rough Plumbing/Nail Plates Plumbing Vent/Vents in Place 1 Y2 inch minimum Drain Size Washing Machine Drain 2 inch minimum Cleanout every 100 feet/change of direction Pressure Test Drain /Vent Air/ Head W6 I 5 P.S.I. or 10 ft. above highest connection for 15 minutes IIU I Pressure Test n Water Supply Piping ad 0 P.S.I r 15 minutes Insulation/ esidential Check/Commercial Check -Tyve0raffiflar Exterior Sealant Proper Vent, Attic Vent Door/Window Sealed No Insulation Duct/ Hot Water Piping Insulation If reAuired unheated spaces Copibustion Air Supply for Furnace D ct work sealed properly/No duct tape V-- 41QAMn1 NCB AIL, COMMENTS: Rough Plumbing Insulation Reportrevised Nov 17 2003, revised February 15,2005, revised January 7,2008 Rgh Plumbing / Insulation Inspection Report Office No. (518) 761-8256 Date Inspection request received: t �� Queensbury Building &Code Enforcement Arrive: am/p art: am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: NAME: 44 1 64 PERMIT #: O LOCATION: INSPECT ON: TYPE OF STRUCTURE: ...� Y N/A ,Rough Plumbing/ ail Plates /Vents in Place 41 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.1 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 Office No. (518) 761-8256 Date Inspection request received: G Queensbury Building&Code Enforcement Arrive: —L',fb am/pm Depart: am/pm 742 Bay Road, Queensbury, NY 12 nspectoes Initials: J, NAME: PERMIT#: 0 LOCATION: INSPECT ON: TYPE OF STRUCTURE: Y N NIA COMMENTS: Attic Access 22" x 30" minimum Jack Studs/Headers Bracing/Bridging Joist hangers Jack Posts I 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 I g �} , !� 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 1js v rrestoppt l Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation House side's inch or 518 inch Type X Garage side 5/8 inch Type X Ceilin !wall Windows Habitable Space/Bedrooms 24 in. (H) 20 in. (W) 5.7 sf above/below grade 5.0 sf grade LABuiiding&Codes Forms-01-Muilding&CodWinspection FomsTraming Firestopping Inspection Report.doc Revised January 7,2008 Framing / Firestopping Inspection Report 1 l Office No. (518) 761-8256 Date Inspection Queensbury Building &Code Enforcement Arrive: P am/pm Depart: am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: ,� ' "l NAME: 0 PERMIT# LQ L LOCATION: INSPECT ON: TYPE OF STRUCTURE: Framing Y N NIA COMMENTS: 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 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 �IV66 and water shield 24 inches from wa 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 Ceilingtwall Windows Habitable Space/ Bedrooms 24 in. (H) 20 in. W 5.7 sf above/below grade 5.0 sf grade LABuilding&Codes Fortes-01-131Building&Codeslirapedion FomslFraming Firestopping Irapection Report.doc Revised January 7,2008 Foundation Inspection Report Office No.(518)761-8256 Date Inspection request received: ' n Queensbury Building&Code Enforcement Arrive: ant/p De : 1pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: NAME: PERMIT#: l LOCATION: INSPECT ON: TYPE OF STRUCTURE: Comments Y N N/A F gs Piers Monolithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site. Foundation/Wallpour Reinforcement in Place Footing Dowels or Keyway in place Foundation Dampproofing Foundation Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab Backfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\Building&Codes Forms\Building&Codes\Inspection Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM �o Foundation Inspection Report Office No.(518)761-8256 Date Ins 0 4*equest received: Queensbury Building&Code Enforcement Arrive: am/ , Depart: am/pm 742 Bay Rd.,Queensbury,NY 12804 Inspec s itials: c'/ NAME: PERMIT#: t1X LOCATION: INSPECT ON: Z2 _ 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 Dampproofmg Foundation Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: nh;es dth 6hove footing 6for wet areas under slab Backfill roval Pl mg 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 z - �� Foundation Inspection Report Office No.(518)761-8256 Date Inspectio request received: Queensbury Building&Code Enforcement Arrive: pm\� p Depart: am/pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: NAME: PERMIT#: O LOCATION: INSPECT ON: TYPE OF S1 C . 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 for wet areas under slab pproval R�Tbmg Under Slab V r Foundation Insulation Interior AExterior R- ough Grade 6 inch drop within 10 ft. L:\ uil ing&Codes rms Building&Codes\I 'on s\Foundation Inspection Report-doc Last printed 12/20/2005 9:24:00 AM Foundation Inspection Report Office No.(518)761-8256 Date Ins ti, request received: Queensbury Building&Code Enforcement Arrive: am/pm Depart: am/pm 742 Bay Rd.,Queensbury,NY 12804 Inspecto ' Initials: NAME: U PERMIT#: d�- qC q LOCATION: K\,G SPECT ON: TYPE OF STRUCTURE: Commenb 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 6 mil poly for wet areas under slab Backfill Approval S.% Plumbing Under Slab PVC/Cast/Copper Foundation In latio Interi /Exterior R- Rough Grad 6,6 inch drop within 10 ft. L:\Building&Codes Fortes\Building&Codes\Inspection Forms\Foundation Inspection Report-doc Last printed 12/20/2005 9:24:00 AM C) ,6 /c;c Foundation Inspection Report �. Office No.(518)761-8256 Date Inspection request received: S (� Queensbury Building&Code Enforcement Arrive: am/pm Depart :?�pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: NAME: _ N (?ff— G e-(Z PERMIT#: 0 U. LOCATION: e, ,-t INSPECT ON: TYPE OF STRUCTURE: Comment Y N N/A 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 Footing Dowels or Keyway in place Foundation Dampproofing l t 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\Inspecdon Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM ��(4� ^ � � C eck Residential Plan Review: One & Two Family Dwellings Y /N/A f` (2)Full sets of plans Over 1,500 sq. ft.—Stamped Design Loads On Plans: 90 Wind Floor Loads 40 psf 50 Ground Snow Load Sleeping Areas and Attics 30 psf r Calculations: Window Schedule With Glass Size Door Schedule/Main Entrance 36"Door Emergency Escape Or Bedrooms and Habitable Space Above/Below grade,5.7 sq. ft. Grade,5.0 sq. ft. 24"(h)x 20"(w)min. 44"Max.Height above floor Residential Check Paperwork Compliance and Inspectors Checklist: OK Dampproofmg/Waterproofmg Materials On Plans Foundation Drainage On Plans, if required 6"Drop in 10' Exterior Grade Framing Cross Section For Each Roof Line,Vertical Fire Stopping Every 10' Where Required Ice and Snow shield 24"Inside Exterior Wall/24"Inside Knee Walls Platforms At Exterior Doors Stairway Headroom 6' 8' All Stairs 36"Width air Run and Rise finder Run and Rise Spiral Not Allowed From 2° Story f,. Smoke Detectors Battery Backup and Proper Location Bathroom Fixtures Proper Clearance Hall Width, 36"min. Handrails More Than Four Risers On Open Sides Railing and Guards>30"/Basement Stairs Included/Closed Risers More Than 4"in Ht. Safety Glazing Notes For Required Areas Garage Fire Separation Garage Floor Sloped Attic Access Roof over 30"—22"x 30"/Crawl Spaces 18"x 24"Access Jf Carbon Monoxide Detector Outside Lowest Sleeping Area, On Every Level& Interconnected Soil Test Results, if required Septic To Well Or Water Line Separation All Paperwork Signed - -- :_ Community Development Office omn of Queensbury • 742 Bay Road • Qucenshurt/, Nev, York •12804 ; BUILDING PERMIT CALCULATION SHEET: NATURAL LIGHT, VENTILATION AND EMERGENCY EGRESS REQUIREMENTS ACTUAL LIGHT REQUIRED SQUARE FOOT AREA OF ROOM IN LIGHT HABITABLE ROOM u SQUARE VENTILATION-4% VENTILATION OPENING FOR REMARKS SQUARE FEET 8/o OF ROOM FOOTAGE OF ROOM AREA SQUARE EGRESS 1 AREA q FOOTAGE S. i av (� L QUESTIONS? CALL 761-8256 OR EMAIL codes(a�aueensbu rv.net VISIT OUR WEBSITE FOR MORE INFORMATION www.auensbury.net B 10-LTR 11-20 Cor/Imunity Development Office %_______________________; "own of Queensbury • 742 Bail Road • Queensburf, Nezo York •12804 R WINDOW SCHEDULE _-___.__.__ JOB SITE/ADDRESS: ` k-7`S Cie DATE: 'Z 1 ,7,21(07?S OWNER: C'\,JV P APPLICATION NO.: WINDOW- UNIT OR CLEAR CLEAR WINDOW STOCK ROUGH ROUGH SQ.FT. OPENING NO.OR WINDOW SQ.FT. OPENING SPECIAL HARDWARE OR WIDTH MANUFACTURER NUMBER OPENING OPENING EGRESS/CLEAR HEIGHT LETTER NAME MODELIfYPE CALL WIDTH HEIGHT VENT OPENING S IN INSTRUCTIONS ON PLANS SIZE INCHES INCHES B 26-LTR 1 1-05 v Permit Number 5 1 a K_0'8 b��) REScheck Compliance Certificate Checked By/Date New York State Energy Conservation Construction Code REScheck Soltware Version 3.6 Release 2 Data filename: \\Clutel\shareddocs\Rescheck\2008 Houses\1178 WEST MT RD -QSBY-REVISED.rck PROJECT TITLE: 28x48 Ranch (1344) COUNTY: Warren STATE: New York HDD: 7635 CONSTRUCTION TYPE: Detached 1 or 2 Family HEATING TYPE: Non-Electric WINDOW/WALL RATIO: 0.09 DATE: 08/21/08 DATE OF PLANS: 08/21/2008 PROJECT DESCRIPTION: 1178 West Mountain Rd Queensbury, NY 12804 DESIGNER/CONTRACTOR: Clute Enterprises Inc. 13 Dawn Road Queensbury, NY 12845 COMPLIANCE: Passes Maximum UA= 333 Your Home UA=288 13.5%Better Than Code(UA) Gross Glazing Area or Cavity Cont. or Door Pmet R-ValueR ValueValueU Factor Tj�A Ceiling 1: Flat Ceiling or Scissor Truss 1344 30.0 0.0 47 Wall 1: Wood Frame, 16" o.c. 1216 19.0 0.0 62 Window 1: Vinyl Frame:Double Pane 85 0.490 42 Door 1: Solid 81 0.230 19 Door 2: Glass 21 0.490 10 Basement Wall 1: Solid Concrete or Masonry 1344 11.0 0.0 108 Wall height: 8.0' Depth below grade: 6.0' Insulation depth: 6.0' Furnace 1: Forced Hot Air, 92 AFUE i COMPLIANCE STATEMENT: 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 New York State Energy Conservation Construction Code requirements. When a Registered Design Professional has stamped and signed this page, they are attesting that to the best ofhis/her knowledge, belief; and professional judgment, such plans or specifications are in compliance with this Code. Builder/Designer Date 1 RFScheck Inspection Checklist New York State Fhergy Conservation Construction Code REScheck So$ware Version 3.6 Release 2 DATE: 08/21/08 PROJECT TITLE: 28x48 Ranch (1344) Bldg. Dept. Use Ceilings: [ ] 1. Ceiling 1: Flat Ceiling or Scissor Truss, R-30.0 cavity insulation Comments: Above-Grade Walls: [ ] 1. Wall 1: Wood Frame, 16" o.c., R-19.0 cavity insulation Comments: Basement Walls: [ ] 1. Basement Wall 1: Solid Concrete or Masonry, 8.0'ht/6.0' bg/6.0' insul, R-11.0 cavity insulation Comments: Windows: [ ] 1. Window 1: Vinyl Frame:Double Pane, U-fctor. 0.490 For windows without labeled U-factors, describe£atures: #Panes Frame Type Thermal Break? [ ]Yes [ ]No Comments: Doors: [ ] 1. Door 1: Solid, U-factor: 0.230 Comments: [ ] ( 2. Door 2: Glass, U-factor: 0.490 Comments: Heating and Cooling Equipment: [ ] 1. Furnace 1: Forced Hot Air, 92 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 must be sealed. [ ] Recessed lights must be 1)Type IC rated, or 2)installed inside an appropriate air-tight assembly with a 0.5" clearance from combustible materials. Ifnon-IC rated, the fixture must be installed with a 3" clearance from insulation. Vapor Retarder: [ ] Required on the warm-in-winter side of all non-vented framed ceilings, walls, and floors. + Materials Identification: [ ] Materials and equipment must be installed in accordance with the manufacturer's installation instructions. [ ] Materials and equipment must be identified so that compliance can be determined. [ ] Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment must be provided. [ ] Insulation R-values, glazing U-factors, and heating equipment efficiency must be clearly marked on the building plans or specifications. Duct Insulation: [ ] Supply ducts in unconditioned attics or outside the building must be insulated to R-11. [ ] Return ducts in unconditioned attics or outside the building must be insulated to R-6. [ ] Supply ducts in unconditioned spaces must be insulated to R-11. [ ] Return ducts in unconditioned spaces (except basements)must be insulated to R- [ ] Return ducts in unconditioned spaces (except basements)must be insulated to R-2.. Insulation is not required on return ducts in basements. Duct Construction: [ ] I All joints, seams, and connections must be securely fastened with welds, gaskets, mastics (adhesives), mastic-plus-embedded-fabric, or tapes. Tapes and mastics must be rated UL 181A or UL 18113. Exception: Continuously welded and locking-type longitudinal joints and seams on ducts operating at less than 2 in. w.g. (500 Pa). [ ] The HVAC system must provide a means for balancing air and water systems. Temperature Controls: [ ] Each dwelling unit has at lesat one thermostat capable of automatically adjusting the space temperature set point ofthe largest zone. Electric Systems: [ ] Separate electric meters are required for each dwelling unit. Fireplaces: [ ] Fireplaces must be installed with tight fitting non-combustible fireplace doors. [ ] Fireplaces must be provided with a source of combustion air, as required by the Fireplace construction provisions ofthe 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 must have a heat trap on both the inlet and outlet unless the water heater has an integral heat trap or is part of circulating system. [ ] Insulate circulating hot water pipes to the levels in Table 1. Circulating Hot Water Systems: [ ] Insulate circulating hot water pipes to the levels in Table 1. Swimming Pools: [ ] All heated swimming pools must have an on/offheater switch and require a cover unless over 20% of the heating energy is from non-depletable sources. Pool pumps require a time clock. Heating and Cooling Piping Insulation: [ ] HVAC piping conveying fluids above 105 T or chilled fluids below 55 OF must be insulated to the levels in Table 2. Table 1: Minimum Insulation Thickness for Circulating Hot Water Pipes. Insulation Thickness in Inches by Pipe Sizes Heated Water Non-Circulating Runouts Circulating Mains and Runouts Temperature F) Un to 1" Up to 1,25" 1.5" to 2.0" Over 2" 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 F 2"Runouts 1" and Less 1.25" to 2" 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£ed water) Any 1.0 1.0 1.5 2.0 Cooling Systems Chilled Water, Refrigerant, 40-55 0.5 0.5 0.75 1.0 and Brine Below 40 1.0 1.0 1.5 1.5 NOTES TO FIELD(Building Department Use Only)