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2005-535 TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518) 761-8201 Community Development- Building &Codes (518) 761-8256 CE RT I F I CAT E OF OCCUP-A-N- CY Permit Number. P20050535 Date Issued: Tuesday, November 22, 2005 This is to certify that work requested to be done as shown by Permit Number P20050535 has been completed. Tax Map Number. 523400-308-016-0001-044-000-0000 Location: PINEWOOD Rd Owner. JOSEPH & CECLIA MONSOUR Applicant: JOSEPH MONSOUR This structure maybe occupied as a: Garage - 2 Cars Attached By Order of Town Board Single Family Dwelling TOWN OF QUEENSBURY 0 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: P20050535 Application Number: A20050535 Tax Map No: 523400-308-016-0001-044-000-0000 Permission is hereby granted to: JOSEPH MONS01 TR For property located at: PINEWOOD 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. Tyne of Construction Value Owner Address: RHONDA& OTHERS WASHBURN 48 PINEWOOD Rd Garage-2 Cars Attached UEENSBURY Single Family Dwelling $71,500.00 Q NY 12804 Total Value $71,500.00 Contractor or Builder's Name /Address Electrical Inspection Agency Plans&Specifications 2005-535 1303 sq ft SINGLE FAMILY DWELLING $204.36 PERMIT FEE PAID -THIS PERMIT EXPIRES: Wednesday, July 19, 2006 (If a longer period is required,an application for an extension must be made to the code Enforcement Officer of the Town of Queensbury before the expiration date.) Dated at the Town of Queensbury; Monday, July 18, 2005 SIGNED BY for the Town of Queensbury. D rector of Buil tng de forcement Check Residential Plan Review: One&Two Family Dwellings Y/N/N/A r2?Full sets of plans Over 1,500 sq,ft.—Stamped Design Loads On Plans: 90 Wind Floor Loads 40 psf 70 Ground Snow Load Sleeping Areas and Attics 30 psf Calculations: ndow Schedule With Glass Size Door Schedule/Main Entrance 36"Door Emergency Escape Or Bedrooms and Habitable Space hove/Below grade,5.7 sq.ft. ade,5.0 sq.ft. 24"(h)x 20"(w)min. 44"Max.Height above floor sidential Check Paperwork Compliance and Inspectors Checklist: OK Dampproofing/Waterproofing Materials On Plans oundation Drainage On Plans,if required 6" ' op in 10'Exterior Grade too naming 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 latforms At Exterior Doors Stairway Headroom 6' 8'All Stairs 36"Width Stair Run and Rise Winder Run and Rise iral Not Allowed From 2 Dd Story Smoke Detectors Battery Backup and Proper Location Bathroom Fixtures Proper Clearance Hall Width,36"min. andrails More Than One Riser On Open Sides ailing and Guards>30"/Basement Stairs Included/Closed Risers More Than 4"in Ht. V�Salety Glazing Notes For Required Areas ge Fire Separation I/Garage Floor Sloped Attic Access oof over 30"—22"x 30"/Crawl Spaces 18"x 24"Access Carbon Monoxide Detector Lowest Sleeping Level Soil Test Results,if required Septic To Well Or Water Line Separation All Paperwork Signed Job Site Address: Date:.. / Owner: ,_fckSe4f Application No. File No. �_Z.._56 Building Permit — Calculation Sheet Natural Light, Ventilation & Emergency Egress Requirements Habitable Area of Req.Light Actual Req.Vent .Actual Sq.Ft. Remarksf34J&�� Room Room 8%of Room Light 4%of Room Vent Opening for in Area Square Area Square Egress Square Footage Footage Feet kn4 , 3 # e ' m A` Q L:\Suel4emingway\Building.Pertnit.FORMS\NaLLight.Ventil.Calculation,Sheet.doc Job Site Address: Date:.. 7212 Owner: Application No. File No. nS -5- Building Permit — Calculation. Sheet Natural Light, Ventilation & Emergency Egress Requirements ;BURS' Habitable Area of Req.Light Actual Req.Vent Actual Sq.Ft. RemarkstUE�� , ""'ODE Room Room 8%of Room Light 4%of Room Vent opening for in Area Square Area Square Egress Square Footage Footage Feet ympil ZI 1-0 a_ t t'S4 q� L to 0 L:\SueHemingway\Building.Pat-dt.FORMS\tdat.Light.Ventil.Caiculation.Sheet.doc Application for Permit—Septic Disposal SyAterr Town of Queensbury 742 Bay Road Queensbury,NY 12804 (518) 761-8256 1. OWNER INFORMATION: .................................................................................................................... Office Use Location of installation: IF L-ec File Petmit No.0 Tax Map No. 3.0 Fee Paid Owner's Name: To ..&A%fl i!&67Z1,4 l7 aML2e�'& Address- 2. INSTALLER'S NAME PHONE NO. 7f� 2-517 3. RESIDENCE INFORMATION- (circle year of dwelling,indicate#,bedroom(s) and multiply#of bedrooms with applicable gallons per bedroom to equal total daily flow) Year of House: No. of Bedrooms -x C2MRmILt Total!Daily Flow Computation 1980 or older x 150 gal/bdrm 1980-1991 x 130 gal/bdrin 1991 —present x 1 10 g Garbage Grinder Installed yes no Spa or Hot Tub Installed yes_ no ✓ 4.' PARCEL INFORMATION: (circle applicable information&indicate measure..,...) e Ground Water Bedrock or hMervious Material tr Stibnly Flat sand at what depth at what depth ;municipal Ing loam —feet feet if well;water Steep slope clay sup y %slope other from any septic-system depth: absorption is—ft. other Percolation Test: (To be completed by licensed professional engineer or architect) Rate: minute per inch 5. PROPOSED SYSTEM: For New Construction: All individual sewage disposal systeos must be designed by a lensed 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: /0,00 gallon (min. size 1,000 gal) Tile Field: each trench Total System Length: /CID Seepage Pit(s): number of size of each: _ft. by ft. Size f Stone to be used: # depth or thickness feeti Bed System Size: x Alternative System: length and/or, size 6. HOLDING TANK SYSTEM: (if required) Number of tanks- Size of each. gallons TOTAL Ctipacity- gallons Note: Alarm System and associated electrical work must be inspected by a Town approved electrical inspection agency. 7. SIGNATURE &INFORMATION FOR RESPONSIBLE PERSON(pleasi read) For your protection,please note that pursuant to Section 13629 of the Code of the Town of Queensbury,any permit or approval granted which is based upon or is granted mi 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 regulations with respect to this application and agree to abide by these and all requirements of the Town of Queensbury Sanitary Sewage Disposal Ordu nCo. oe 77 S gnature f responsible person to •� wile t•y •Sc;�vt:t•:t :11uI 5ew�i�;c: I)i��>a.�:�l (.Itsti)it•r A1) modix C ' '�SI;I'nitA'i'IWPJ I�I�tdt,3iltl'hlI+I1�J'I;� S Ik _- 01 POND ' •meyuT v1S1►rat , I • a CIE ' , ,��'• llew= • tt � rrr «jY. t)r'slittlS+itu%r 1 1•�• �(Y'�t7ttPilt?11 i 7. SIGPIATURE &INFO TION FOB • Permit No. S S36 Building&Codes Office-Department of Community Development-Town of Queensbury Fee Paid r (, 742 Bay Road,Queensbury,NY 12804 Recreation Fee T Dave Hatin,Director codes@aueensburv.net Phone: (518)761-8256 FAX: (518) 745-4437 Principal Structure Building Permit Application Application & Plans subject to review before issuance of a valid permit for construction. Instructions: A permit must be obtained before beginning construction. No inspections will be made until the applicant has received a valid building permit. All applicants' spaces on this application must be completed and must appear on the application form. Applicant/Builder J C" r CeC!- &d 1VQ 9ov Owner: Address: I i Ta rho< r r Address: ,Ze�Jc .<!s4jzf �1 V /-A 'l Home Phone: 9tje ,7Zs Home Phone: Email Address: .Tir1 ai✓Po✓,�lJ t Ale7'.e-- Email Address: Cell Phone: 7!F6 7 (/ Cell Phone: FAX Phone: FAX Phone: Person responsible for supervision of work with respect to building and codes compliance: Name: use l* �o dSou,C Address: T <9lav1f Frs%/r ,dY Phone 7�i3S �3 Location of proposed construction: Lot No. Legal Address: .3f �cn.2rrtBecK /� Tax Map Number: off'•/lo-j- Subdivision Name: 14 L Estimated Cost of Construction: $ 71,6-06.00 1 -� Proposed construction is for: Residential Use _Commercial UseiQS Name of Business: TGIF 0DE If proposed construction is an addition,what will use of new addition bed New Addition Alteration Proposed Construction t d Floor 2^d floor Other Total Proposed structure (Occupancy Type) Sq. Ft. sq.ff. Sq.Ft. Square feet Height Ft.b in. V Single-famity Dwelling Two-Family Dwelling Townhouse Multifamily Dwelling Number of Units: Office Mercantile Manufacturing Other: ✓ Attached Garage Type of Heating System: Electric, Oil,G Wood, Forced Hot Air, Baseboard, Other: Is a fireplace and/or woodstove being installed, please refer to a separate application. _Yes �o Applications are subject to Zoning Administrator, Code Compliance, and Structural Plan review. The Building and Codes Office will allow commencement of your proposed project only after Issuance of your permit. Declaration: Please sign below after you have carefully read the statement: To the best of my knowledge, the statements contained in the application, together with the plans and specifications submitted, are a true and complete statement of all proposed work to be done on the described premises and that all provisions of the Building Codes, the Zoning Ordinance, and all other laws pertaining to the proposed work shall be complied with,whether specified or noted, and that such work is authorized by the owner. Further, it is understood that I/we shall submit prior to a Certificate of Occupancy or Certificate of Compliance being issued, as requested by the Zoning Administrator or Director of Building and Codes, an As-Built Survey by a licensed surveyor, drawn to scale, showing actual location of all ew construction. Date: 1 3 d5 Applicant/Builder Signature: The application of aced is hereby approved and permission granted for th construction, reconstruction or alte Lion t build g/and or accessory structure as set forth above. - Date: Authorized Signature: L:\Sue Hemingway\Building.Pe it.F RMS\Principal Structure Permit Application.doc V:12/14/04 Queensbury Building & Code Enforcement - Residential Final Inspection Office No.(518)761-8256 Arrive: am/ Depart: laa1n/pm Date Inspection request received: t'( 3 t j Inspector's Initials: NAME: PERMIT#: U S ' S 3 S LOCATION: �� y��;_, Q DATE�� i TYPE OF STRUCTURE: C- �omments ' Y N N/A Chimney Ht./"B"Vent/Direct Vent Location Fresh Air Intake 3 inch Plumb Vent through roof minimum 6" Roof Complete/Exterior Finish Co m lete Guard 30 in.or more @ stairs,decks,patios Guard at stairwell at 34 in. or more Guard at deck,porches 36 in.or more Exterior Finish Complete Interior/Exterior Railings 34 in.to 38 in. Platform at all exterior doors Interior Handrails stairs 2 or more risers Enclosed Stairs Sheetrock Underside minimum %2" Gypsum Grade away from foundation 6 in.with 10 ft. Handrail Termination at Newell Post or Wall 6 inch clearance to sill plate Gas Valve shut-off exposed/regulator 18"above grade Gas Furnace shut-off within 30 ft. 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 Valves installed/Heat Trap/Water Temp 110 Interior privacy/trim/doors/main entrance 36 in. Bathroom/Kitchen watertight Safety glazing/Window in stairwells safety glazing Interior Smoke Detectors: / Every level: I Every Bedroom: ✓/ Outside every bedroom area: Inter Connected: / Battery backup: Carbon Monoxide Detector Bathroom Fans,if no window Plumbing fixtures Foundation insulation 10 Floor truss,draft stopping finished basement 1,000 sf Emergency egress below grade Basement stairs closed rise>4 inches Garage Floor PitchedGarage fireproofing/'/4 hour fire door/door closer Duct work Sealed properly ��G Gas Logs in Sealed or Glass Enclosure l 5 i i��✓.r IQ Attic access 30 in.x 22 in.x 3,P in.(ht.)In accessible area Crawl Spaces 18"x 24"a ess, 1 s . ft.-150 s . ft. vents Building No./Addrenqui�d!t eoad Final Electrical Site Plan /Variance Final Survey Plot Plan As Built Septic System/Sewer Dept.Inspection Sticker Flood Plain Certification,if required Okay to issue C/C or C/O Temporary/Permanent L:\PamW\Building&Codes\Inspection Forms\Res. Final Insp.form 2.docLast printed 2/12/04 Queensbury Building & Code Enforcement - Residential Final Inspection , Office No.(518)761-8256 Arrive: anVpm _Depart: 1 /7 am/pm Date Inspection request received: inspector's Initials: _ J _ NAME: �fl) 61V J _ PERMIT#: LOCATION: 1-�i J Li��,V � Y-� t r DATE: TYPE OF STRUCTURE: Comments Y N N/A Chimney Ht./"B"Vent/Direct Vent Location Fresh Air Intake 3 inch Plumb Vent through roof minimum 6" Roof Complete/Exterior Finish Co m lete Guard 30 in.or more @ stairs,decks,patios Guard at stairwell at 34 in. or more Guard at deck,porches 36 in. or more Exterior Finish Complete Interior/Exterior Railings 34 in.to 38 in. Platform at all exterior doors Interior Handrails stairs 2 or more risers Enclosed Stairs Sheetrock Underside minimum %" Gypsum Grade away from foundation 6 in.with 10 ft, ` 444C-5 Handrail Termination at Newell Post or Wall G 6 inch clearance to sill late T- Gas Valve shut-off exposed/regulator 18"above grade Gas Furnace shut-off within 30 ft.or within line of site Oil Furnace shut-off at entrance to furnace area �, r Furnace/Hot Water Heater operating Low water shut-off boiler Relief Valves installed/Heat Trap/Water Ternp 110 Interior privacy/trim/doors/main entrance 36 in. Bathroom/Kitchen watertight Safety glazing/Window in stairwells safety glazing Interior Smoke Detectors: Every level: / Every Bedroom: Outside every bedroom area: Inter Connected: / Battery backup: Carbon Monoxide Detector Bathroom Fans, if no window Plumbing fixtures Foundation insulation Floor truss,draft stopping finished basement 1,000 sf Emergency egress below grade Basement stairs closed rise>4 inches ara a Floor Pitched Garage a fireproofing/3/,hour fire door/door closer Duct work Seated properly Gas Logs in Sealed or Glass Enclosure Attic access 30 in.x 22 in.x 30 in.(ht.)In accessible area rawl Spaces 18"x 24"access, 1 s . ft.-150 s . ft. vents Building No./Address visible from road Final Electrical Site Plan /Variance required Final Survey Plot Plan As Built Septic System/Sewer Dept.Inspection Sticker Flood Plain Certification,if required Okay to issue C/C or C/O Temporary/Permanent L:\PamW\Building&Codes\lnst)ection Forms\Res. Final Inso. form 2.docLast vrinted 2/12/04 -/j f� Framing / Firestoppin g Inspection Report a r Office No. (518) 761-8256 Date inspection r uest ei d: 1 d 0 Queensbury Building&Code Enforcement Arrive:_ am/prry epart: _ m � b \ 742 Bay Road, Queensbury,NY 12804 Inspector's Init ls• P NAME: PERMIT#: a S 3 Sr LOCATION: INSPECT ON: i O O� TYPE OF STRUCTURE: Y VN N/A COMMENTS Framing PG�L�� Attic Access 22"x 30"minimum Jack Studs/Headers Bracing/Bridging Joist hangers Z-' Jack Posts I Main Beams 1 Exterior sheeting nailed properly 12"O.C. Headroom 6 ft. 8 in. I Stairwells 36 in. or more Headroom 6 ft. 8 in. Notches/Holes/Bearing Walls i Metal Strapping for Notches Top Plate 1 '/z 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 I Fire separation 1, 2, 3 hour Fire wall 2, 3,4 hour Firestopping I Penetration sealed i 16 inch insulation in cavity min. Garage Fire Separation I House side '/2 inch or 5/8 inch Type X i 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_ COMMONWEALTH ELECTRICAL INSPECTION SERVICE,INC. Main Office 176 Doe Run Road-Manheim,PA 17545 MUNICIPAL CERTIFICATE - ELECTRICAL APPROVAL Permit No........................................Cert. N2 93751 Cut-in Card No................................I,.") Owner................� . .�� ...................................................................................................... 3 11V�W D I Location....................................................................................................................... ........... . ........ Installation Consisting of..�!cw � '� /�°�Av-e��...... ........................... ................................................................... .................................................................................................................................................................................. ...........................................................................:...................................................................................................... InstalledBy....... .....C... 1 s / .....................................Lic.No.................................................. The conditions following governed the issuance of this certificate,and any certificate previously issued is .ancelled:- 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 ma inspections at any time, and if its rules are violated, the Company shall have the right to re ke t is c rtificate. Date...../`..:..z�`� ........... INSPECTOR... ................................................................................. Mn. ". N 97 P A r A Ti r Final Survey Inspection Dept. of Community Development Town of Queensbury 742 Bay Road Queensbury,NY 12804 Date received: 0-5 NAME: LOCATION: PERMIT#: Final Survey Plot Plan A roved Denied The attached fmal survey has been received by the Dept.of Community Development. Upon review the surve has been: 0 1A, Craig Bro , ng dministrator Notes: L:1SueHemingway\Building.Codes.Inspection.FORMS\Fina1 Survey Zoning Administrator.doc Framing / Firestopping Inspection Report Office No. (518) 761-8256 Date Inspection request received: r Queensbury Building&Code Enforcement Arrive: a Depart: r m/pm 742 Bay Road,Queensbury,NY 12804 Inspector's Initials NAME: L, PERMIT#: LOCATION: INSPECT ON: Z O� TYPE OF STRUM Y N N/A Framing COMMENTS Attic Acce 2"x 30"minimum �j i h K Jack Studs/Headers Bracing/Bridging Joist hangers Jack Posts/Main Beams Exterior sheeting nailed properly 12"O.C. Headroom 6 ft. 8 in. Stairwells 36 in. or more Headroom 6 ft. 8 in. Notches/Holes/Bearing Walls Metal Strapping for Notches Top Plate 1 'h w) 16 gauge 8) 16D nails each side Draft stopping 1,000 sq. ft.floor trusses Anchor Bolts 6 ft. or less on center Ice and water shield 24 inches from wall Fire separation 1, 2, 3 hour Fire wall 2, 3,4 hour Firestopping Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation House side ''/z inch or 5/8 inch Type X Garage side 5/8 inch Type X Ceiling/wall Windows Habitable Space/Bedrooms 24 in. (H) 20 in. (W) 5.7 sf above/below grade 5.0 sf grade Rough Plumbing / Insulation Inspection Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building & Code Enforcement Arrive: am/prn Depart: am/pro' 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: __ NAME: - PERMIT #: D LOCATION: INSPECT ON: — TYPE OF STRUCTURE: Y N N/A Rough Plumbing Nail Plates Plumbing Vent/ Vents in Place 1 1/2 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 �t/i71 Air / Head 50 P.S.I for 15 minutes nsulation Residential Check/ Commercial Check Proper Vent Attic Vent Duct / Hot Water Piping Insulation If required unheated spaces Combustion Air Supply for Furnace 4—d Duct work sealed properly / No duct tape COMMENTS: LAPam Whiting\Building&Codes\Inspection Forms\Rough Plumbing Insulation Report.revised Nov 17 2003.doe Revised February 15,2005 Rough Plumbing / Insulation Inspection Report Office No. 518 761-8256 Date Inspection request received: q'"�l Queensbury Building & Code Enforcement Arrive: am/ De art:/___�am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: NAME: '� �-�.'� PERMIT #: �3 5/✓ LOCATION: 3� h el'-� INSPECT ON: 1 o TYPE OF STRUCTURE: Y IN N/A 1 Cough Plumbin Nail Plates Plum m Vent / Vents in Place 1 1/2 inch minimum Drain Size Washing Machine Drain 2 inch minimum Cleanout every 100 feet / change of direction ressure t Drain e t Air/ ea 5 P.S. r 10 ft. above highest connection for 15 minutes ol ,Pressure Test Water up ly Piping Air/ ead 50 P. . r 15 minutes Insulation / Residential Check/ Commercial Check Proper Vent Attic Vent Duct/ Hot Water Piping Insulation If required unheated spaces Combustion Air Supply for Furnace ct work sealed properly / No duct tape � ej� TD� COMMENTS: LAPam Whiting\Building&CodesUnspection Forms\Rough Plumbing Insulation Report.revised Nov 17 2003.doe Revised February 15,2005 Septic Inspection Report Office No. (518)761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: am/p�, ,Depart: am/pm 742 Bay .iN. Queensbury,NY 12804 Inspector's Initials: GY�� NAM PERMIT NO.: LOCAT -�. �..�;, , c-� INSPECT ON: f i RECHECK: Comments and/or diagram Soil Type: San / a T e of er: unicipa Well Water Waterline se aratio ance ft. Well separation distance ft. Other wells: $, Absorption Field: Total length Length of each trench ft. Depth of trenches ?--- ft. Size of Stone 7� Seepage Pits: Number Size: x Stone Size: Piping SiZ9 A, Type Building to tank -1 Tank to Distribution-Vox M N TV Distribution Box Fi ld/Pit Opening Sealed: Y/ /Partial End Cape Location/Separations Foundation to tank ft. Foundation to absorption ft. Separation of Pits ft. Conforms as per Plot Plan VY N Engineer Report and As-Built Y N Location of System on Property: Fron Rea Left Side Right Side MiVStatu . iddle Rear System Usved Partial Approved and needs to be re-inspected, please call the Building&Codes Office Disapproved Last revised 1/6/05 Framing / Firestopping Inspection Report Office No. (518) 761-8256 Date Inspection request receive ^ Queensbury Building&Code Enforcement Arrive: am/ epart _ p 742 Bay Road, Queensbury,NY 12804 Inspector's Initials, ' NAME: PERMIT#: �Cj LOCATION: C� INSPECT ON: TYPE OF STRUCTURE: C—'K Y N NIA Framing 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 Headroom 6 ft. 8 in. Notches/Holes/Bearing Walls Metal Strapping for Notches Top Plate 1 '/z w) 16 gauge(8) 16D nails each side Draft stopping 1,000 sq. ft. floor trusses Anchor Bolts 6 ft. or less on center Ice and water shield 24 inches from wall Fire separation 1,2,3 hour Fire wall 2, 3,4 hour Firestopping Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation House side %z inch or 5/8 inch Type X Garage side 5/8 inch Type X Ceiling/wall Windows Habitable Space/Bedrooms 24 in. (H) 20 in.(W) 5.7 sf above/below grade 5.0 sf grade Framing / Firestopping Inspection 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:XAAAI-) NAME: PERMIT#. LOCATION: D. INSPECT ON: —(; TYPE OF STRUCT Framing Y N N/A COMMENT`. Attic Access 22"x 30"minimum Jack Studs/Headers Bracing/Bridging Joist hangers Jack Posts/Main Beams Exterior sheeting nailed properly 12"O.C. Headroom 6 ft. 8 in. Stairwells 36 in. or more Headroom 6 ft. 8 in. Notches/Holes/Bearing Walls Metal Strapping for Notches Top Plate 1 %z(w) 16 gauge(8) 16D nails each side Draft stopping 1,000 sq. ft. floor trusses Anch olts 6 ft. or less on center Vand 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 '/z inch or 5/8 inch Type X Garage side 5/8 inch Type X Ceiling/wall Windows Habitable Space/Bedrooms 24 in. (H) 20 in.(W) 5.7 sf above/below grade 5.0 sf grade Framing / Firestopping Inspection Report Office No. (518) 761-8256 Date Inspection request received. Queensbury Building&Code Enforcement Arrive: am/pm eDepart: m/pm`/' 742 Bay Road, Queensbury,NY 12804 Inspector's Initials:` .R NAME: PERMIT#: LOCATION: ' INSPECT ON: �'C TYPE OF STRUCTURE: Y N N/A aming COMMENTS Attic Access 22"x 30"minimum Jack Studs/Headers / Bracing/Bridging Joist hangers 10� Jack Posts/Main Beams Exterior sheeting nailed properly O.C.Headroom ft. 8 in. Stairwells 36 in. or more Headroom 6 ft. 8 in. Notches/Holes/Bearing Walls Metal Strapping for Notches Top Plate 1 YZ w) 16 gauge(8) 16D nails each side Draft stopping 1,000 sq. ft. floor trusses Anchor Bolts 6 ft. or less on center Ice and water shield 24 inches from wall Fire separation 1, 2, 3 hour Fire wall 2, 3,4 hour Firestopping Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation House side '/2 inch or 5/8 inch Type X Garage side 5/8 inch Type X Ceiling/wall Windows Habitable Space/Bedrooms 24 in. (H) 20 in. (W) 5.7 sf above/below grade 5.0 sf grade Foundation Inspection Report /r Office No. (518) 761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: arn/prp Depart: ` 742 Bay Rd., Queensbury, NY 12804 Inspector's Initials: { c NAME: _ PERMIT#: _0 J %L LOCATION: INSPECT ON: _ TYPE OF STRUCTURE: 1�j PIM-5 Comments _--�� YEN 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 F ation Dampproofing Foundation/Waterproofing Type of Dampproofing/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:\SueHemingway\Building.Codes.Inspection.FORMS\Foundation Inspection Report.doc January 28,2003 Foundation Inspection Report Office No. (518) 761-8256 Date Inspection request received: U� Queensbury Building &Code Enforcement Arrive: am/p Departfhct 742 Bay Rd., Queensbury,NY 12804 Inspector's Initials: NAME: �y�,-� U f�f PERMIT#: � _� 3 LOCATION: INSPECT ON: 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 Foundation Dampproofing Foundation/Waterproofing Type of Dampproofing/ 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. 1,:1SueHemingway\Building.Codes,inspection.FORMS\Foundation Inspection Report.doc January 28,2003 /i f 3 Foundation Inspection Report 1 Office No. (518)761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: am/pm Depart: a Vpm 742 Bay Rd., Queensbury,NY 12804 Inspector's Initials:,�_ V NAME: ` 9,, PERMIT#: LOCATION: INSPECT ON: _ S TYPE OF STRUCTURE: Comments �! Y N N/A otings We) Q ) f�,izuNe— Piers Monolithic Slab C>P 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. (� `- lT��► �� Foundation/Wallpour Reinforcement in Place Foundation Dampproofing Foundation/Waterproofing Type of Dampproofing/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. LASueHemingway\Building.Codes.InspectionTORMSToundation Inspection Report.doc January 28,2003 Foundation Inspection Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building; &Code Enforcement Arrive: am/pm Depart: m/pm 742 Bay Rd., Queensbury,NY 12804 Inspector's Initials: c jc� NAME: _M_ 0�' Sv��-- PERMIT#: LOCATION: _� , ^ w INSPECT ON: TYPE OF STRUCTURE: Comments Y N N/A ootings $o&�vtJLU Piers Monolithic Slab Reinforcement in Place 'Z,-,�, The contractor is responsible- or� providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site. Foundation/Wallpour Reinforcement in Place Foundation Dampproofing T Foundation/Waterproofing Type of Dampproofing/Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab _ Backfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\SueHemingway\Boilding.Codes.InspcetionTORMSToundation Inspection Report.doc January 28,2003 4 t Permit Number REScheck Compliance Certificate Checked By/Date 2000 IECC REScheckSo$ware Version 3.6 Release 1 Data filename: Untitled.rck PROJECT TITLE.Joe Monsour CITY:Glens Falls STATE:New York HDD: 7635 CONSTRUCTION TYPE: Single Family WINDOW/WALL RATIO:0.10 DATE: 07/14/05 DATE OF PLANS:July 14,2005 PROJECT DESCRIPTION: Single Family DESIGNER/CONTRACTOR: Denny Dennis COMPLIANCE:Passes Maximum UA=275 Your Home UA=243 Better Than Code(UA) Gross Glazing Area or Cavity Cont. or Door Perimeter R-Value U-Factor � Ceiling 1:Flat Ceiling or Scissor Truss 1303 3"�" 0.0 39 Wall 1:Wood Frame, 16"o.c. 392 ob I! 0.0 18 Window 1:Vinyl Frame:Double Pane with Low-E 55 0.340 19 Door 1: Solid 18 0.250 5 Wall 2:Wood Frame, 16"o.c. 224 2'K 0.0 13 Wall 3:Wood Frame, 16"o.c. 368 2kt If 0.0 15 Window 2: Vinyl Frame:Double Pane with Low-E 71 0.350 25 Door 2: Solid 36 1.000 36 Wall 4:Wood Frame, 16"O.C. 248 0.0 13 Door 3: Solid 18 0.250 5 Basement Wall 1: Wood Frame 770 11.0 0.0 55 Wall height: 8.0' Depth below grade: 7.0' Insulation depth:5.0' Furnace 1:Forced Hot Air,95 AFUE COMPLIANCE STATEMENT: The proposed building design described here is consistent with the building plans, specifications,and other calculations submitted with the permit application. The proposed building has been designed to meet the 2000 IECC requirements in REScheckVersion 3.6 Release 1 (formerly MECchec4 and to comply with the mandatory requirements listed in the REScheckInspection Checklist. Builder/Designer Date REScheck Inspection Checklist 2000 IECC REScheckSoftware Version 3.6 Release 1 DATE:07/14/05 PROJECT TITLE: Joe Monsour Bldg. Dept. Use I Ceilings: [ ] I 1. Ceiling 1:Flat Ceiling or Scissor Truss,R-38.0 cavity insulation Comments: I Above-Grade Walls: [ J I 1. Wall l:Wood Frame, 16"o.c.,R-21.0 cavity insulation Comments: [ ] I 2. Wall 2:Wood Frame, 16"o.c.,R-21.0 cavity insulation Comments: [ ] I 3. Wall 3:Wood Frame, 16"o.c.,R-21.0 cavity insulation Comments: [ ] I 4. Wall 4:Wood Frame, 16"o.c.,R-21.0 cavity insulation Comments: I Basement Walls: [ ] I 1. Basement Wall 1: Wood Frame,8.0'ht/7.0'bg/5.0'insul,R-11.0 cavity insulation Comments: I Windows: [ J I 1. Window 1:Vinyl Frame:Double Pane with Low-E,U-factor:0.340 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break?[ )Yes[ ]No Comments: [ ] I 2. Window 2: Vinyl Frame:Double Pane with Low-E,U-factor:0.350 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break?[ ]Yes[ ]No Comments: I Doors: ( ) I 1. Door 1: Solid,U-factor: 0.250 Comments: [ ] I 2. Door 2: Solid,U-factor. 1.000 Comments: [ J ( 3. Door 3: Solid,U-factor: 0.250 I Comments: I Heating and Cooling Equipment: [ ] ( 1. Furnace 1:Forced Hot Air,95 AFUE or higher Make and Model Number k I Air Leakage: [ ] I Joints,penetrations,and all other such openings in the building envelope that are sources of air leakage must be sealed. [ ] I Recessed lights must be 1)Type IC rated,or 2)installed inside an appropriate air-tight assembly I with a 0.5"clearance from combustible materials.H non-IC rated,the fixture must be installed with a I 3"clearance from insulation. I Vapor Retarder: [ ] I Required on the warm-in-winter side of all non-vented framed ceilings,walls,and floors. I Materials Identification: [ ] ( Materials and equipment must be installed in accordance with the manufacturer's installation instructions. [ ] I Materials and equipment must be identified so that compliance can be determined. [ ] I Manufacturer manuals for all installed heating and cooling equipment and service water heating I equipment must be provided. [ ] ( Insulation R values,glazing U-factors,and heating equipment efficiency must be clearly marked on I the building plans or specifications. I Duct Insulation: [ ] I Ducts in unconditioned spaces must be insulated to R-5. I Ducts outside the building must be insulated to R-8.0. I Duct Construction: [ ] I All joints,seams,and connections must be securely fastened with welds,gaskets,mastics(adhesives), I mastic-plus-embedded-fabric,or tapes. Tapes and mastics must be rated UL 181A or UL 181B. Exception:Continuously welded and locking-type longitudinal joints and seams on ducts I operating at less than 2 in.w.g. (500 Pa). [ ] I The HVAC system must provide a means for balancing air and water systems. I Temperature Controls: [ ] ( Thermostats are required for each separate HVAC system. A manual or automatic means to I partially restrict or shut off the heating and/or cooling input to each zone or floor shall be provided. I Service Water Heating: [ ] I 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 a circulating system. ( ] I Insulate circulating hot water pipes to the levels in Table 1. I Circulating Hot Water Systems: [ ] I Insulate circulating hot water pipes to the levels in Table 1. i Swimming Pools: [ ] I All heated swimming pools must have an on/off heater switch and require a cover unless over 201/o I of the heating energy is from non-depletable sources. Pool pumps require a time clock. I Heating and Cooling Piping Insulation: [ ] I HVAC piping conveying fluids above 105 *F or chilled fluids below 55 OF must be insulated to the I levels in Table 2. Table 1: Minimum Insulation Thickness for Circulating Hot Water Pipes. Insulation Thickness in Inches by Pine Sizes Heated Water Non-Circulating RunoutS Circulating Mains and Runouts Tem�(ure(Fl to 1" Up to 1.25" 1.5"to 2.0" r " 170-180 0.5 1.0 1.5 2.0 140-160 0.5 0.5 1.0 1.5 100-130 0.5 0.5 0.5 1.0 Table 2: Minimum Insulation Thickness for HVAC Pipes. Fluid Temp. insulation Thicl=in Inches y EjM Sizes P1,pp g system.Tvnes 2"Runouts I"and Uss 125"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 feed 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)