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2005-957 TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 Community Development - Building & Codes (518) 761-8256 CE."Mp"vIFICA-TE---�OF , OCCUPAN�CY Date Issued: Tuesda Aril 11 2006 r, : Permit Number: P20050957 y, P -This-is to-certify:that work requested to be-done as-shown b Permit Number--;- - y.: P2005 57 has been completed. -- - Tax Map Number: - 523400-296-005-0001-030-000-0000 Location: 21 HIGHPOINTE Dr Owner: GUIDO PASSARELLI Applicant: GUIDO PASSARELLI This structure may be occupied as a: Garage - 2 Cars 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&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 t Permit Number: P20050957 Application Number: A20050957 Tax Map No: 523400-296-005-0001-030-000-0000 Permission is hereby granted to: CrTTTDO PASSARF,TJ,T For property located at: 21 HIGHPOINTE 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: GUIDO PAS SARELLI 465 LAKE Ave Garage-2 Cars Attached LAKE LUZERNE, NY 12846-0000 Single Family Dwelling $270,000.00 Total Value $270,000.00 Contractor or Builder's Name /Address Electrical Inspection Agency Plans&Specifications 2005-957 LOT 20 HSE#3 HIGHPOINTE DRIVE 1770 SQ FT SINGLE FAMILY DWELLING sandyk- 12/29/2005 11:20:43 AM $265.20 PERMIT FEE PAID-THIS PERMIT EXPIRES: .Thursday, January 11, 2007 (If a longer period is required,an application for an extension most be made to the code Enforcement Officer of the Town of Queensbury before the expiration date.). Dated at the n Quee s n ay, January 11, 2006 SIGNED BY �� ! for the Town of Queensbury. Director of Building&Code Enforcement FCheek Residential Plan Review: one wo aura y Dwellings - - - /N/N/A (2)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: /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 esidential Check Paperwork Compliance and Inspectors Checklist: OK ampproofmg/Waterproofing Materials On Plans oundation Drainage On Plans,if required IY "Drop in 10'Exterior Grade I[Framing Cross Section For Each Roof Line,Vertical Fire Stopping Every 10'Where Required IV e and Snow shield 24"Inside Exterior Wall 124"Inside Knee Walls Platforms At Exterior Doors irway Headroom 6' 8'All Stairs 36"Width Stair Run and Rise Winder Run and Rise f: • Ar 9 S Not Allowed From 2 Story Smoke Detectors Battery Backup and Proper Location i Bathroom Fixtures Proper Clearance all Width,36"min. andrails More Than One Riser On Open Sides Rdil'mg and Guards>30"/Basement Stairs Included/Closed Risers More Than 4"in Ht. Safety Glazing Notes For Required Areas. Garage Fire Separation y 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 Application for Permit.- Septic Disposal System Town of Queensbury 742 Bay Road Queensbury, NY 12804 (518) 761-8256 1. OWNER INFORMATION: C 8 R EC f� NMI"" k� s- Location of installation: = 7" 20 glaXQ4 l File Tax Map No. fo l_ l�_ } i Fee Paid Owner's Name: T�,d i/�i �%`, ►��S�i ri �'�G`1 ' I Ub"�JiV lr,- ��vc�,VJDU�i i kn II P,lnl� It n1 610.CE................•••..••..... Address: -7 7 Yd�S �, `�t o�, tip --- - - 8 -p 2, INSTALLER'S NAME V1 � /'7� Y 1�4.Sr+L PHONE NO, m eW d 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. Computation = Total Daily Flow 1980 or older• x 150 gal/bdrm = 1980— 1991 x 130 gaYbdrm = 91 —present x, 110 gal/bdrm = Garbage Grinder Installed yes_ / no Spa or Hot Tub Installed yes,_ / no 4. PARCEL INFORMATION: (circle applicable information&indicate measurements) Topo rg aphy Soil Nature Ground Water Bedrock or Impervious Material Domestic Water Supply Flat sand tit what depth , at what depth Cm-unicipa g oal m feet --feet `mow Steep slope clay if well; water supply r%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 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: /p�gallon (min. size 1,000 gal.) Tile Field: each trench _ft. Total System Length: Seepage Pit(s): number of - size of'cach: ft. by ft. Size of Stone to be used: # - / depth or thickness feet Bed System Size: x Alternative System: -- length and/or size 6. HOLDING TANK SYSTEM: (if required) Number of tanks: — / Size of each: gallons. /TOTAL Capacity: gallons Note: Alarm System and associated electrical work must be inspected by a Town approved electrical inspection agency. 7. SIGNATURE &INFORMATION FOR RESPONSIBLE PERSON(please read) 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 knows 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 Ordinance. Signature responsible person Da e Town of.Queensbury Sewers and Sewage Disposal Chapter Appendix C ABSORPTION FIELD SEPARATION REQUIREMENTS •/A �%L1�A.�f1C}M1 Appendix C ABSORPTION FIELD SEPARATION REQUIREMENTS paw ti WQp't— era 4 Fire Marshal's Office Town of Queensbury,742 Bay Road,Queensbury,NY (518)761-8205 Application for Fuel Burning Appliances & Chimneys - =kapplicable to solid fuel & vented gas appliances Date , -2 % . , 20 Permit No. `�— � Application is hereby made to the Building& Codes Office for the issuance of a Building and Use Permit pursuant to the New York State Fire Prevention and Building Code.,":` The applicant or owner agrees to comply with all applicable laws, ordinances, regulations, and all conditions that are part of these requirements and also will allow all inspectors to enter premises to perform required inspections. NOTE to applicant: Rough-in and Final Inspections are required. Applicant Information Fuel Burning Appliance Information (circle appropriate words) Name: Aer ,,f Stove: wood coal pellet gas Fireplace insert Address: 7 , ,..-�.-,.-� , 1;�., ;,<t Fireplace, factory-built: , wood (gas i Fireplace; masonry: wood gas Furnace: wood gas oil Phone: If non-masonary applicance, please provide F Owner: ''.r Manufacturer Name: Address: Model Number: tii f Chimney Information Phone: (circle appropriate words) Masonry block brick stone Flue tile (steel size.: � " inches Exact Address: i 1,�,:`,; .„ t- '�, ter • �l of consiru'ction or installation a Factory-Built Manufacturer name: /'-t ,.4 �i; Model Number: ' Note.; Listed By: Number: Construction IInstallation must con orrn to NYS Fire Prevention&.Building Indicate(circle) chimney material: Code. Consult available Town of Queensbug Handouts regarding required inspections. Double wall ! Triple,a-al1 / Insulated / Direct venting Cltininev Liner 4CaALW4B- -',®r]7ep - i Fire Marshal Code# S Collected S Refunded Receiveel r• in (refunded to :,�"''rr- A 173 3389 (190) Public Safety _ A 233 2655 (230)Minor Sales _ DATE:_ ZI.,- P!`e ��e ..,, j' White(Applicant) / Green(Fire Mars)ial) / Yellow(Bldg. Dept.) ,/ Pink&Goldenrod(Cashier's Dept.) Permit Now ' Building &Codes Office-Department of Community Development—Town of Queensbury Fee Paid f 742 Bay Road,Queensbury, NY 12804 Recreation Fee Dave Hatin,Director codes@clueensbury,net Phone; (518) 761-8256 FAX: (518) 745-4437 Principal Structure Building Permit Application Application & Plans subiect-to review before issuance of a.vall.d permit for construction. If !L» instructlons: 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 is pkk ion must be completed and must appear on the application form, TOWN OF QUEE:NSBWJy Applicant/Builder' ?e y Yc� Ownef:,,,UlLOING Ary`SvLL Address: Horne Phone: Home Phone: Nl Email Address: Email Address: Nt Cell Phone: Cell Phone: FAX Phone: FAX Phone; Person responsible for supervision of work with respect to building and codes compliance: 0 Name; M oTT Address; 'Y skj. Phone 14W-Y9, h_ Jl- Location of proposed construction: Lot No, Legal Address: ®�5f P G. Tax Map Number; a�G,�ti—/— � �( Subdivision Name: Estimated Cost of Construction: $9 70, 1)oo Proposed construction is for: esidentiah-Use _Commercial Use Name of Business; If proposed construction is an addition, what will use of new addition be? New Addition Alteration Proposed Construction 1"Floor 2nd floor Other Total Proposed structure (Occupancy Type) Sq, Ft. sq.ft. Sq.Ft. Square feet Height Single-Family Dwelling7 7 D Two-Family Dwellln . Townhouse i Multifamily Dwelling Number of Units: Office Mercantile Manufacturing Other: Attached Garage Type of Heating System: Electric, Oil, Gas, Wood, Forced Hot Air, Baseboard, Other: Is a fireplace and/or woodstove being installed, please refer to a separate application. —Yes —No 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 new construction, Date: Q -11A�� Applicant/Builder Signature: + ," The application of t aced is hereby approved and permission granted for the 'onstruction, reconstruction or alte atiro bull ing/and or accessory structure as set forth above, Date: �Vb)i6fl Authorized Signature; ,L:\Sue Hemingway\Buildng,Per it, ORMS\Principal Structure Permit Application.doc V:12/14/04 1W Queensbury Building & Code Enforcement - Residential Final Inspection Office No. (518)761-8256 Arrive: am/pm Depart: 7�am/pm Date Inspection request received: Inspector's Initials: __� � NAME: ` o PERMIT#. LOCATION: D e o DATE: TYPE OF STRUCTURE: Comments Ye No N/A 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 /— 2 Roof Complete/Exterior Finish Complete J Platform at all exterior doors Guards at stairs,decks,patios more than 30 inches above grade Guard at stairwell at 34 inches or more Guard at deck,porches 36 inches or more Handrail Termination at Newell Post or Wall Interior/Exterior Railings 34 inches to 38 inches Interior Handrails @ stairs 2 or more risers 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/Windo in stairwells safe la iflg Interior Smoke Det tors: Every level: Xar : droo Outside every bedrooInter Connected: e backup: t/ Carbon Monoxide Detector Attic access 30 inches x 22 inches x 30 inches(height)in accessible area Crawl Spaces 18 inch x 24 inch access, 1 s .ft.-150 s . ft.vents , Bathroom Fans.if no window Plumbing fixtures Foundation insulation Floor truss,draft stopping finished basement 1,000 s .ft. Emergency egress below grade Gas Furnace shut-off within 30 feet or within line of site Oil Furnace shut-off at entrance to furnace area Furnace/Hot Water Heater operating Low water shut-off boiler i Relief Valve(s)installed/Heat Trap/Water Temp 110 Enclosed Stairs Sheetrock Underside minimum''/2"Gypsum Basement stairs closed rise>4 inches Garage Floor Pitched Garage fireproofing/3/a hour fire door/door closer Duct work Sealed properly Gas Logs in Sealed or Glass Enclosure Final Electrical ZI Final Survey Plot Plan As Built Septic System/Sewer Dept.Inspection Sticker Site Plan /Variance required Flood Plain Certification,if required Okay to issue C/C or C/® [Temporary/Permanent L:\Building&Codes Forms\Building&Codes\Inspection Forms\Residential Final Inspection Form revised 100405.doc FILE _COPY Bldg. Permit File No. c w Final E Inspection A . prova I . - COMMONWEALTH ELECTRICAL INSPECTION SERVICE,INC. Main Office 176 Doe Run Road-Manheim,PA 17545 MUNICIPAL CERTIFICATE - ELECTRICAL APPROVAL Permit .....Ce t. N2 9 3 3 31 Cut-in Card No..................................... Owner................. A.......... .cl.(:�..9.Z!e Ls;................................................................................... Location....21......I. LG k ./>f4lt?1 ..P.9........1-9.1..A.3.............Q.V�.Jl,T.lt.�2 ............ Installation Consisting of...a.a.o..Ai�o.... ........,� ZA .................................................................................................................................................................................... LInstalled S�...............................................................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 making inspections at any time, and if its rules are violated,the Company shall have the right to revoke this certificate. Date........ ..................... INSPECTOR ,r�L ��. r......................................... Member N.F.P.A.,I.A.E.I. 1 r Final Survey Inspection Dept. of Community Development Town of Queensbury 742 Bay Road Queensbury,NY 12804 Date received: P�L NAME: LOCATION:,�f,:) PERMIT#: :-_-tIA-7 Final Survey Plot Plan Approved Denied The attached final survey has been received by the / Dept.of Community Development. Upon review the survey has be Craig Brown, Zoning Administrator Notes: L:\SueHemingway\Building.Codes.Inspection.FORMS\Final Survey Zoning Administrator.doc MAP REFERENCE: MAP ENTITLED "MAP OF A PROPOSED SUBDIVISION MADE FOR GUIDO PASSAREW, ROUND POND SUBDIVISION SITE PLAN" DATED 6/24/93 LAST REVISED 9/29/93, PREPARED BY LOT 15 LOT 22 VANDUSEN & STEVES, LS AND FILED IN THE WARREN COUNTY CLERK'S OFFICE IN PLAT odaotnsr'e shed CABINET B, SLIDE 51, MAP #86. WNW N87 44'41 T 232.50' 1.1'c/sor ra Q 11.6' I N cn `D NcR f LOT 14 �� k ete �1 N .......9. 0 0 •..................... LOT 23 ,,rove/ dr/wwoy 27,462f Sq. Ft. N LOT 21 LOT 10 � �j �s¢?�• 83.37, LOT 13 JJ . 6"W LOT 11 G TC ,.r L LOT 12 I HEREBY CERTIFY TC: 3 NOTES: 1) ELIZABETH M. CLANC`( 2) FIRST PRIORITY MORTGAGE, INC., MAP OF SURVEY OF LOT 23 1) THIS SURVEY WAS PREPARED WITHOUT THE IT'S SUCCESSORS AND/OR ASSIGNS. ROUND POND SUBDIVISION BENEFIT OF AN ABSTRACT OF TITLE AND 3) FIDELITY NATIONAL TITLE INSURANCE COMPANY. THAT THIS MAP WAS PREPARED FROM AN ACTUAL FIELD MADE FOR THEREFORE SUBJECT ANY EASEMENTS, SURVEY COMPLETED ON MARCH 21, 2S06. ELIZOE"J"W" COVENANTS OR RESTRICTIONS OF RECORD THIS SURVEY AND THE CERTIFICATIONS HEREON SHALL r; M. CUNCY ANY STATEMENT OF FACTS SUCH DOCUMENT , VALID ONLY TO THE PARTY OR PARTIES HEREON NA WOULD DISCLOSE. ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIO � tiMMETrF �'p SUBSEQUENT OWNERS, OTHER THAN AS MAY BE 0 �' 'S' TOWN OF QUEENSBURY, COUNTY OF WARREN, STATE OF NEW PORK 2) UNAUTHORIZED ALTERATION ADDITION TO A SURVEY EXPRESSLY STATED HEREON. MAP BEARING A LICENSED LAND SURVEYORS SEAL IS A t IA TES VIOLATION OF SECTION 7209. SUB—DIVISION 2, OF T BOLSTER AND A SSOCHE r o NEW YORK STATE EDUCATION LAW. PRURSSIONAL LAND SURWORS O p 342 MAIN STREET, HUDSON FALLS, NEW YORK 12839 3) ONLY COPIES FROM THE ORIGINAL OF THIS SURVEY RUSSELL . HOWARD, PLS�"'' � s05A J " MARKED WITH AN ORIGINAL OF THE LAND SURVEYORS DATE: MARCH 29, 2006. SAND S N.Y.S. UC. N0. 50540 DATE: MARCH 29, 2006 SCALE: 1 30 SEAL SHALL BE CONSIDERED TO BE VALID TRUE COPIES. DWG. NO. 06046 B QSBY 296.05-1-30 Framing / Firestopping Inspection Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: am/pm Depart: m/pm 742 Bay Road, Queensbury,NY 12804 Inspector's Initials: NAME: PERMIT#: �- LOCATION: INSPECT ON: TYPE OF STRUCTURE: Y N N/A COMMENTS Framing Attic Access 22"x 30"minimum Jack Studs/Headers Bracing/Bridging Joist hangers Jack Posts/Main Beams Exterior sheeting nailed properly 12"O.C. Headroom 6 ft. 8 in. Stairwells 36 in. or more Headroom 6 ft. 8 in. Notches/Holes/Bearing Walls Metal Strapping for Notches Top Plate I %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 O Fire wall 2, 3,4 hour irestopping G lF _�� '� A.V411 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 R ort -&L Office No. (518) 761-8256 Date Inspection req, c�4 ed: 1� o� D� Queensbury Building&Code Enforcement Arrive: tea' m a ' 742 Bay Road, Queensbury,NY 12804 Inspector's Initia s: r NAME: PERMIT#: LOCATION: INSPECT ON: a-7 O It TYPE OF STRUCTURE: —, Y N N/A COMMENTS Framing Attic Access 22"x 30"minimum Jack Studs/Headers Bracing/Bridging Joist hangers Jack Posts/Main Beams Exterior sheeting nailed properly 12"O.C. Headroom 6 ft. 8 in. Stairwells 36 in. or more Headroom 6 ft. 8 in. Notches/Holes/Bearing Walls Metal Strapping for Notches Top Plate 1 %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 wal 3,4 hour irestoppin ,(I� enetration sealed 16 inch insulation in cavity min. ` lV 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/pm Depart: - `'� a /p 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: NAME: �1 S�p,r�� PERMIT #: D ` �S17 LOCATION: (G 1 lis, `- [ 1-I;� H��NS�F CT ON: TYPE OF STRUCTURE: N N/A �','Rough Plumbing / Nail Plates Plumbing Vent / Vents in Place I _ 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 Air / Head 50 P.S.I for 15 minutes All �nnsulation / Residential Check / Commercial Check Proper Vent Attic Vent Duct/ Hot Water Piping Insulation If required unheated spaces Combustion Air Supply for Furnace Duct work sealed properly / No duct tape COMMENTS: C LAPam Whiting\Building&Codes\Inspection Forms\Rough Plumbing Insulation Report.revised Nov 17 2003.doe Revised February 15,2005 Rough Plumbing / Insulation Inspection Rep® Office No. (518) 761-8256 Date Inspection request received: 7/ 2 ( Queensbury Building & Code Enforcement Arrive: am/pm Depart: = a /pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: l� NAME: >� S��k � ` PERMIT #: OS- 9S7 LOCATION: L 'a TaNSPECT ON: z 016 TYPE OF STRUCTURE: y 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 �irr14eat -P.S.I 10 ft. above highest connection for 15 minutes Pres-sure Test Water-supply Piping Head — 50 P.S or 15 minutes Z, nsu ation / Residential Check/ Commercial Check Proper Vent Attic Vent 61 Duct/ Hot Water Piping Insulation If required unheated spaces Combustion Air Supply for Furnace Duct work sealed properly / No duct tape COMMENTS: LAPam Whiting\Building&Codes\Inspection Porms\Rough Plumbing Insulation Report.revised Nov 17 2003.doc Revised February 15,2005 Framing / Firestopping Inspection Report Office No. (518) 761-8256 Date Inspection request received: Z v l7 Queensbury Building&Code Enforcement Arrive: am/pm epart: J;;; a pm 742 Bay Road, Queensbury,NY 12804 Inspector's Initials:/ ' n NAME: A. S Sa ei PERMIT#: D s �—S 7 LOCATION: T- 21 Po, �� INSPECT ON: ?. ot TYPE OF STRUCTURE: Y N N/A COMMENTS raming 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 E \ "A V '� \ l Framing/ Firestopping Inspection Report Office No. (518) 761-8256 Date Inspection request received: 1 —7 U Queensbury Building&Code Enforcement Arrive: am/pm Depart: +, p 742 Bay Road, Queensbury,NY 12804 Inspector's Initials:j L NAME: PERMIT#: LOCATION: `- > / INSPECT ON: (r TYPE OF STRUCTURE: 7 - 9- 1N / Y N • N/A COMMENTS Framing SS lue-iLc— tc Access 22"x 30"minimum Jack Studs/Headers Bracing/Bridging , r Joist hangers j' " �.l Jack Posts/Main Beams d Exterior sheeting nailed properly -7 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 ll L Fire separation 1, 2, 3 hour Fire wall 2, 3,4 hour ' Firestopping j 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. (5 l 8) 761-8256 Date Inspection request received: 17 0 Queensbury Building& Code Enforcement Arrive: am/pm Depart:77 akVpvf 742 Bay Road, Queensbury,NY 12804 Inspector's Initials: i) - ,n I I / V NAME: ,--G ' PERMIT #: �b J�-q, 7 LOCATION: a3 v, INSPECT ON: a TYPE OF STRUCTURE: Y N N/A PVC: R-1,R-2, - ,R4 Drain/Vents Cast Iron, Copper rain/Vent/ Comm. Plumbing Vent/Vents in Place V Rough Plumbing/Nail Plates 1' 1 % inch min. Drain Size Washing Machine Drain 2 inch min. Head or Air Supply Test Drain and Vents - 5 PSI or 10 feet above highest V connection for 15 minutes Cleanout every 100 feet/change of direction Water Supply Piping Cooper Commercial Cooper, CPVC,Pex One and Two-Family Insulation/Residential Check/Commercial Check Proper Vent,Attic Vent Duct/Hot Water Piping Insulation If required unheated spaces Combustion Air Supply for Furnace Duct work sealed properly/No duct tape COMMENTS: L;\Suellemingway\Building.Codes.Inspection.EORMS\Rough Plumbing Insulation Report.doc November 17,2003 Framing / Firestopping Inspection Report Office No. (518) 761-8256 Date Insp@cti2prequest received: Queensbury Building&Code Enforcement Arrive: ( h am/p art: am/pm 742 Bay Road, Queensbury,NY 12804 Inspectors Initials: NAME: . C;" ��'�.�E'✓ PERMIT#: j 7 LOCATION: c INSPECT ON: ��?�() TYPE OF STRUCTURE: Y N N/A COMMENTS Framing Attic Access 22"x 30"minimum �� Jack Studs/Headers �((( Bracing/Bridging Joist hangers Jack Posts/Main Beams Exterior sheeting nailed properly 12"O.C. Headroom 6 ft. 8 in. Stairwells 36 in. or more Headroom 6 ft. 8 in. Notches/Holes/Bearing Walls Metal Strapping for Notches Top Plate 1 %2 w 16 gauge(8) 16D nails each side Draft stopping 1,000 sq. ft. floor trusses Anchor Its 6 ft. or less on center I 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 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 Inspectiowequest received: Queensbury Building&Code Enforcement Arrive. am/ m e art: am/pm 742 Bay Road, Queensbury,NY 12804 Inspector's Initials. NAME: PERMIT#: �' � q6 LOCATION: ?A 1 ! 70Z _ INSPECT ON: I v TYPE OF STRUCTURE: F raming 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 Headroom 6 ft. 8 in. Notches/Holes/Bearing Walls Metal Strapping for Notches Top Plate 1 %a(w) 16 gauge(8) 16D nails each side Draft stopping 1,000 sq. ft. floor trusses ,' Anchor Bolts 6 ft. or less on center 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 Inspectiq— equest received: Queensbury Building&Code Enforcement Arrive: I ( , U dam/ epart: am/pm 742 Bay Road, Queensbury,NY 12804 Inspector's Initials: NAME: PERMIT#: LOCATION: INSPECT ON: TYPE OF STRUC F raming Y N N/A 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 %2(w) 16 gauge(8) 16D nails each side Draft stopping 1,000 sq. ft. floor trusses Anchor Bolts 6 ft. or less on center le I 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 Septic Inspection Report Office No.(518) 761-8256 Date Inspection rest received: Queensbury Building&Code Enforcement Arrive: Z-,am/1�n}&epart: am/pm 742 Bay Rd., Queensbury,NY 12804 Inspector's Initials: NAME: -p A ( , PERMIT NO.: �r S LOCATION: INSPECT ON: — RECHECK: Comments and/or diagram Soil Type: Sa / am _Qay Type of Wa r: unicipai Well Water Waterline separation di nce ft. _ Well separation nce ft. Other wells: ft. Absorption Field: Total length ft. Length of each trench ft. Depth of trenches eft. Size of Stone Seepage Pits: Number Size: x Stone Size: Piping Siz Typ Building to tank Tank to Distribution Box Distribution Box to Field/Pit Opening.Sealed: Y/N/Partial End Caps Location/Separations Foundation to tank ft. Foundation to absorption ft. Separation of Pits ft. Conforms as per Plot Plan Y N � � �� t L Engineer Report and As-Built Y N Location of System on Property: Front Rear Left Side Right Side Middle Fro t Middle Rear system Use Sta s: Approved Partial Approved and needs to be re-inspected, please call the Building& Codes Office Disapproved Last revised 1/6/05 i I o• C� seen of , ed-,'or be i}eve I saw evidence s s,r,h ... `!ruses, vi;ells, gees; fences, etc., FM on this r r+: ;; ;. it. I also represent that 1 have s rally Myasf.;ed the distances set forth on the diagram." " I N87.44-41"£ VAfE r. ^ 00 o_ to �D N U) Ortj 1 33' c . 0 Co C �4i Q' • r NjT0s31 - � 1 83-37 57�+�3'16Ow �t Foundation Inspection Report Office No. (518) 761-8256 Date ctio equest received: _ Queensbury Building&Code Enforcement An'iv anvpm Depart. am/pm 742 Bay Rd., Queensbury,NY 12804 Inspe#tr'AsInSials: NAME: 9�� PERMIT#: 5_ LOCATION: _WLaBa1y�' _ INSPECT ON: _ TYPE OF STRUCTURE: �- Comments 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 r Plumbing Under SIab PVC/Cast/Cropper Foundation Insulation-Interior/Exterior R- -. Rough Grade 6 inch drop within 10 ft. L:\Sucllcmingway\Building.Codes.Inspection.FORMS\I'oundation Inspection Report.doe January 28,2003 Foundation Inspection Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: ,3c� anvpm Depart: am/pm 742 Bay Rd., Queensbury,:NY 12804 Inspector's Initials:� � NAME: ��V 1 PERMIT#: ; �� 1 LOCATION: _ INSPECT ON: TYPE OF STRUCTURE: Comments 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 SIab17 �� -�v�`� PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. LASucHciningway\Building.Cod cs.InspectionTORMS\poundation Inspection Report.doc January 28.2003 Foundation Inspection Report Office No. (518) 761-8256 Date Inspection r�uest received: Queersbury Building&Code Enforcement Arrive: ��lan-i/pm Depart: �- m/pm 742 Bay Rd., Queensbury,NY 12804 Inspector's Initials: NAME: _�`Ti� PERMIT#: LOCATION: L II�TSPECT ON: t TYPE OF STRUC URE: 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 pu_pr ose on site._ Foundation/Wallpour Reinforcement in Place Foundation Dampproofing Foundation/Waterproofing Type of Dampproofing/Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12inch width 6 inches above footing 6 mil poly for wet areas under slab Backfill Approval q_ Plumbing Under SIab ! l� PVC/Cast/Copper / Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\SucHcmingway\Building.Codes.Inspcction.FORMS\Foundation Inspection Report.doc January 28,2003 Foundation Inspection Report Office No. (518) 761-8256 Date Inspection request received: oo Q�rJ Queensbury Building &Code Enforcement Arrive: am/pm Depart:_am/pm 742 Bay Rd., Queensbury, NY 12804 Inspector's Initials:/' c NAME: �21c j� PERMIT#: _Of f 1 J_) LOCATION: —�_��- �1 INSPECT ON: TYPE OF STRUCTURE: Comments Y N N/A Footings . Piers Monolithic Slab Reinforcement in Placev7�� The contractor is responsible forte-� providing protection from freezing \� for 48 hours following the placement � s 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: 12inch width 6 inches above footing 6 mil poly for wet areas under slab ; Backfill Approval Plumbing Under Slab PVC/Cast/Copper un-ation Insulation or/Exterior-- =-, i Rough Grade 6 inch drop within 10 fit. � L kSueHemingway\Building.Codes.Inspec tion.FORIVISToundation Inspection Report.doc January 28,2003 s ,re-s� Foundation Inspection Report �K� IL Office No. (518) 761-82.56 Date Inspecti n request received: Queensbury Building&Code Enforcement Arrive ani/pm Depart: _!am/pm 742 Bay Rd., Queensbury,NY 12804 Inspectors Initials: LA—I'LLN NAME: PERMIT#: � FNISPECT ON: TYP F ,TRUCTURE:_._--_-- —' r,�3 Comments 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 pu_pr ose 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 Insulatio rior Rough Grade 6 inch drop within 10 ft. LASucHcmingway\Building.Codes.Inspecti on.FORMS\Foundation Inspection Report.doe January 28,2003 Foundation Inspection Report Office No.(518)761-8256 Date Inspectio equest ceiv d: Queensbury Building&Code Enforcement Arrive: am/p Depart: i Ipm 742 Bay Rd.,Queensbury,NY 12804 Inspector's NAME: ` ERMIT#:, e LOCATION: INSPECT ON: TYPE OF STR C . Comments Y N N/A /�1 F tings / 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 I have seen or observed, or believe I saw evidence of, —� iali objects such as houses, wells, trees, fences, etc., shown on this document. I also represent that I have personally measured the distances set forth on the diagram." N87 44'41"£ I ATE cn it � -10 v rri - 25 i 33 IIII c rs�2f, $3,31' r "W os E I V er it Number REScheck Compliance Certificate DEC 2 8 20 TOWN OF Checked By/Date 2000 IECC QUEEINSBURY BUdLDI!*lG AND CODE REScheck Software Version 3.6 Release 2 ®w`------® Data filename: Untitled.rck PROJECT TITLE: TERRE MAJESTIC, INC. CITY: Glens Falls STATE: New York HDD: 7635 CONSTRUCTION TYPE: Single Family WINDOW/WALL RATIO: 0.16 DATE: 12/23/05 DATE OF PLANS: 11/10/05 PROJECT DESCRIPTION: LOT 20 COMPLIANCE: Passes Maximum UA= 398 Your Home UA= 347 12.8%Better Than Code(UA) Gross Glazing Area or Cavity Cont. or Door erimeter Value Value U- actor UA Ceiling 1: Flat Ceiling or Scissor Truss 1770 30.0 0.0 62 Wall 1: Wood Frame, 16" o.c. 1790 19.0 0.0 87 Window 1: Vinyl Frame:Double Pane with Low E 273 0.340 93 Door 1: Glass 20 0.340 7 Door 2: Solid 41 0.100 4 Basement Wall 1: Solid Concrete or Masonry 1495 11.0 0.0 94 Wall height: 7.6' Depth below grade: 6.8' Insulation depth: 7.6' Floor 1: All-Wood Joist/Truss:Over Outside Air 10 19.0 0.0 0 Furnace 1:Forced Hot Air, 90 AFUE Air Conditioner 1: Electric Central Air, 10 SEER 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 REScheck Version 3.6 Release 2 (f5rmerly MECcheck) and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. DD RmWffffiesign NL.1. Date REScheck Inspection Checklist 2000 IECC REScheck Software Version 3.6 Release 2 DATE: 12/23/05 PROJECT TITLE: TERRE MAJESTIC, INC. 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, 7.6' ht/6.8'bg/7.6' insul, R-11.0 cavity insulation Comments: Windows: [ ] 1. Window 1: Vinyl Frame:Double Pane with Low-E, U fctor. 0.340 For windows without labeled U factors, describe katures: #Panes Frame Type Thermal Break? [ ]Yes [ ]No Comments: Doors: [ ] 1. Door 1: Glass, U-factor. 0.340 Comments: [ ] 2. Door 2: Solid, U-factor. 0.100 Comments: Floors: [ ] 1. Floor 1: All-Wood Joist/Tmss:Ovcr Outside Air, R-19.0 cavity insulation Comments: Heating and Cooling Equipment: [ ] 1. Furnace 1: Forced Hot Air, 90 AFUE or higher Make and Model Number [ ] 2. Air Conditioner 1: Electric Central Air, 10 SEER 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 far 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: [ ] Ducts in unconditioned spaces must be insulated to R-5. Ducts outside the building must be insulated to R-8.0. 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 181B. 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: [ ] Thermostats are required for each separate HVAC system. A manual or automatic means to partially restrict or shut offthe heating and/or cooling input to each zone or floor shall be provided. 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 ofa 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% ofthe heating energy is from non-depletable sources. Pool pumps require a time clock. Heating and Cooling Piping Insulation: [ ] HVAC piping conveying fluids above 105 OF or chilled fluids below 55 T must be insulated to the levels in Table 2. Table 1: Minimum Insulation Thickness for Circulating Sot Water Pipes. Insulation Thickness in Inches bv,Pine Sizes Heated Water Non-Circulating Runouts Circulating Mains and Runouts Temperature(Fl lip to 1" Up to 1.25" 1.5" to 2.0" Over 211 170-180 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 Tye Range 2"Runouts 1" and Less 1.25" to 2" 2 " to 4" Heating Systems Low PressurelTemperature 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)