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2005-827 TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 Community Development- Building &Codes (518) 761-8256 (".]ERTIFICATE OF OCCUPANCY Permit Number. P20050827 Date Issued: Tuesday, June 27, 2006 This is to certify that work requested to be done as shown by Permit Number P20050827 has been completed. Tax Map Number. 523400-308-007-0001-044-000-0000 Location: 34 WOODSHIRE Ct Owner. TRA-TOM DEVELOPMENT, INC. Applicant: TRA-TOM DEVELOPMENT, INC. This structure may be occupied as a: Fireplace By Order of Town Board Garage - 2 Cars Attached TOWN OF QUEENSBURY Single Family Dwelling 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 E orceme t 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: P20050827 Application Number: A20050827 Tax Map No: 523400-308-007-0001-044-000-0000 Permission is hereby granted to: TRA-TOM DEVELOPMENT, INC. For property located at: 34 WOODSHIRE Ct 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: TRA-TOM DEVELOPMENT, INC. 667 STATE ROUTE 9 Fireplace GANSEVOORT,NY 12931-0000 Garage-2 Cars Attached Single Family Dwelling $320,000.00 Total Value $320,000.00 Contractor or Builder's Name / Address Electrical Inspection Agency Plans&Specifications 2005-827 LOT # 18 HSE#34 WOODSHIRE COURT 2859 SQ FT SINGLE FAMILY DWELLING $391.48 PERMIT FEE PAID -THIS PERMIT EXPIRES: Saturday, October 28, 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 of Que sbury; F iday, October 28, 2005 SIGNED M� for the Town of Queensbury. Director of BuildinFg&Cde Enforcement Check Residential Plan Review: One&Two Family Dwellings /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"Boor 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.Heigbt above floor Residential Check Paperwork Compliance and Inspectors Checklist: OK Dampproofmg/Waterproofing 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 Stair Run and Rise Winder Run and Rise f. Spiral Not Allowed From 2 Story Smoke Detectors Battery Backup and Proper Location Bathroom Fixtures Proper Clearance Hall Width,36"min. Handrails More Than One Riser 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 Carbon Monoxide Detector Lowest Sleeping Level Soil Test Results, if required Septic To Well Or Water Line Separation All Paperwork Signed Fire Marshal's Office Town of Queensbury,742 Bay Road,Queensbury,NY (518)761-8205 Application for Fuel-Burning Appliances & Chimneys applicable to solid fuel & vented gas appliances Date '>� �, 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: r,. IN ;;=_ � . ,. Stove: wood coal pellet gas Fireplace`insert Address: t .. B - Firelace, factory built~• wood (gas Fireplace, masonry: wood gas Furnace: wood gas oil Phone: � ' �' If non-masonary applicance,please provide Owner: Manufacturer Name: Address: Model Number: Chimney Information Phone. (circle appropriate words) ' Masonry block brick stone r r Flue tile steel size: inches Exact Address: of construction or installation r Factory-Built Manufacturer name: Model Number: Note• Co Listed By-- Number: nstruction 1lnstallation con onn to NYS Fire Prevention &Building Indicate(circle) chimney material: Code. Consult available Town of Queensbury Handouts regarding required inspections. Double wall ! Triple wall ! Insulated / ,N Direct vesting Chimney Liner I Csrerb�ier',v.Depax-t�m��� �of Qsar��e�buzy,.2V�e�-�"csrl:� Fire Marshal Code# $Collected $Rkfunded Received fi onz (refunded to): A address..173 3389 (190) Public Safety ------ A 233 2655 (230)Minor Sales ( qp /Otvn. VGlii4 02 White(Applicant) / Green(Fire Marshal) t Yellow(Bldg.Dept.) l PinkP&Goldenrod(Cashier's Dept.) Permit No. Iding&Codes Office-Department of Community Development-Town of Queensbury Fee Paid 2 Bay Road,Queensbury,NY 12804 Recreation Fee ive Hatin,Director cod es@aueensburv.net one: (518) 761-8256 FAX: (518) 745-4437 'rinci al Structure Building Permit Application polication & Plans subject to review before issuance of a valid permit for construction. istructions: A permit must be obtained before beginning construction. No inspections will be made until the pplicant has received a valid building permit. All applicants' spaces on this application must be completed and i lust appear on the application form. ,pplicant/Builder �� Z-- Owner: ,ddress: wo cl lu q Address: U lome Phone: Home Phone: :mail Address: Email Address: :eli Phone: Cell Phone: AX Phone: FAX Phone: 'erson responsible for supervision of work with respect to(building and codes compliance: Name: - Address: Phone S -ocation of proposed construction: Lot No. Legal Address: 1 ? Tax Map Number: ° / �t ubdivision Name: ' ' Estimated Cost of Construction: _ Proposed construction is for: ,residential 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 2,d floor Other Total Proposed structure (Occupancy Type) Sq.Ft. sq.ff. Sq. Ft. Square feet Height Ft.&In. Single-Family Dwelling I `1 _ Two-Family Dwelling Townhouse Multifamily Dwelling Number of Units: Office Mercantile Manufacturing Other: 3 S Attached Garage 1, , 3 Type of Heating System: Electric, Oil, ' Wood orced Ho Baseboard, Other: If a fireplace and/or woodstove are being installed, please refer to a separate application. 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 d licensed surveyor, drawn to scale,showing actual location of all new construction. Date: �ZJ � Applicant/Builder Signature: no The application of dated is hereby approved and permission granted for the construction, reconstruction or alteration of a building/and or accessory structure as set forth above. ,— 'n Date: � Authorized Signature:( L:\Sue Hemingway\Building.Permit.FORMS\Principal Structure Permit Application.doc V:12/14/04 Application for Permit—Septic Disposal System Town of Queensbury 742 Bay Road Queensbury,NY 12804 (518) 761-8256 1. OWNER INFORMATION: .......... ......................................................................... Office Use 5q L)mdQ&�L�, Location of installation: S 7 File Permit No. (ya Tax Map No. Fee Paid Owner's Name: ......................................................................... .................. Address: PHONE NO. 2. INSTALLER'S NAME 3. RESIDENCE INFORMATION: (circle year of dwelling, indicate 4 bedroom(s) and multiply 4 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/bdnn = 1980- 1991 x 130 gat/bdrin = 1991 -present x 110 gal/bdrm = ID Garbage Grinder Installed yes_ no Spa or Whirlpool Installed yes— I no 4. PARCEL INFORMATION: (circle applicable information&indicate measurements) -IgIsM allhv SsO-Nature Ground Water Bedrock or ImRervious Material Domestic Water Su 1 Flat sand at what depth at what depth ;u;n;:ic=iPal -RO-11ing oam-' ��17eet feet we Steep slope clay if well;water supply %slope other from any septic-system depth: absorption is 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). Add250 gallons to the size of the septic tank and leach field for each Garbage Grinder,Spa or Whirlpool Tub. Septic Tank: 1,2�allon(min. size 1,000 gal.) Tile Field: each trench Total System Length: Seepage Pit(s): number of size ofeach: ---ft-by_ff-- Size of Stone to be used: 9 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 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 Ordinance. t;�Ignature of resp'on&sib1e4rson__ oate Final purvey Inspection Dept. of Community Development Town of Queensbury 742 Bay Road Queensbury,NY 12804 Date received: I NAME: _ rat/ott P, LOCATION: 34 PERMIT#: 09= .7 Final Survey Plot Plan roved Denied The attached final survey has been received by the Dept. of Community Development. Upon review the survey has en: Cra Br, n,\JZoning Administrator Notes: L:1SueHemingwaytBuilding.Codes.Inspection.FORMS\FinaI Survey Zoning Administrator.doc MAP REFERENCE: SUBDIVISION PLAN RICHARD P. SCHERMERHORN DATED: FEBRUARY 11, 2003 LAST REVISED: MARCH 17, 2004 --- MAGNETIC AS PER YAP REF. BY: VAN DUSEN & STEVES N06 0 07 5511 E 148.48' y�i?O� 0 LOT 17 LOT 18 0 0 34, 736 sq. ft, N o 0.80 acres h o 0 � N 2 Sro w Rr rR ME 4o.4,, ........ LOT 19 r� sa.e , _ 4 UTILITY EASEy M m 16,84 4 - O 71 a 4 z:l WOODSHIRE CT. C> > G 2�Cc0 #50135 S Q� 3 �l OC7 e-_ AN a0 © S - 8�-? Dater June 21, 2006 a 'unurn+aRam ALTERATION OR ADDITION To A SURVEY •— � I u '` ,F MAP BEARING A LICENSED LAND SURVEYORS SEAL IS A Map of a Survey made for Scale i VIOLATION OF SECTION 720.sue-DIVISION z OF THE & NEW YM STATE EDUCATION LAW.- .Oran VATHCOPIES FROM THE OF THE OF HISSURVEYORS VEYORS . _ .1`\.J wArarFD wTN AN owaNAE of THE LAND suR�YORs SEAL VE BE CONSIDERED TO eE VALID,RVE CCPIES- G r a z l e l l a Bologna '=TInCATIONS INDICATED HEREON SIGNIFY THAT ADOPTED nis sATrEY WAS PRtrARm N ACCORDANCE VNTH THE Land Surveyors By THE EW PRACTICE A F�LAND S PROFESSIONAL eY THE NEW Tows STATE A550CIAnaI ff PROFESSIONAL LAND SURVEYORS SAID CERTFlCATIONS SIWA.RUN ONLY TO THE PERSON FOR WHOM THE SURVEY R PREPARED.AND «J�7• 1 ON HIS BEHALF To THE TITLE COMPANY,GOVERNMENT& SHEEN I OF AGENCY AND LEM G NSR11AIDON LISTED HEREON.AM Town of ueensbur , Warren County, York 169 Haviland Road Queensbury, New York 12804 TO THE ASSGNM DF THE LENDING NSnTUIDOEe Q y y Bologna (518) 792-8474 New York Lie. No. 50135 NO. DATE DESCRIP77ON DWG. NO. 02392-18 / , /b A Y 6 ®45 •- c-lb Queensbury Building & Code Enforcement - Residential Final Inspection Office No.(518)761-8256 Arrive: L_W` p epart; am/pm Date Inspection request received: Inspector' Initials: NAME: > 4_1 e PERMIT#: LOCATION: J� 1 're 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 Roof Complete/Exterior Finish Com lete 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/Window in stairwells safety glazing Interior Smoke Detectors: Every level: Every Bedroom: Outside every bedroom area: Inter Connected: Battery backup: 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 .1-150 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 Relief Valve(s)installed/Heat Trap/Water Temp 110 Enclosed Stairs Sheetrock Underside minimum%z"Gypsum Basement stairs closed rise>4 inches Garage Floor Pitched Garage fireproofing/3/4 hour fire door/door closer Duct work Sealed pro erl Gas Logs in Sealed or las n osure Final Electrical Final Survey Plot Pl � As Built Septic System/Sewer Dept.Inspection Sticker Site Plan /Variance required Flood Plain Certification,if required Okay to issue C/C or C/O Temporary/Permanent L:\Building&Codes Forms\Building&Codes\inspection Forms\Residential Final Inspection Form revised 100405.doc iY r Septic Inspection Report Office No. (518)761-8256 Date Insp cation�r est received: Queensbury Building&Code Enforcement Arrive: am/pm Depart: am/pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: NAME: �' r�R � PERMIT NO.: z� LOCATION: "3`f &,- csc'Jt-j�Y�� �-C INSPECT ON: '� 1 RECHECK: Comments and/or diagram Soil Type: Sand/Loam/Clay Type of Water: Municipal/Well Water Waterline separation distance ft. Well separation distance ft. Other wells: ft. Absorption Field: Total length ft. Length of each trench ft. Depth of trenches ft. Size of Stone Seepage Pits: Numbers l Size: x V1,D Stone Size: Piping Size Type 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 N Engineer Report and As-Built Y N Location of System on Property: Front Rear Left Side Right Side Middle ont Middle Rear S stem Use St tus• Approved Partial Approved and needs to be re-inspected, please call the Building&Codes Office Disapproved Last revised 1/6/05 NACE ENGINEERING, P.C. 169 Haviland Road, Queensbury,NY 12804 Phone-518-745-4400 Fax -518-792-8511 April11, 2006 Job #46175 i New York State Dept. of Health 77 Mohican Street w Glens Falls,NY 12801 RE: Pine Ridge Subdivision - Queensbury(T) 34 Woodshire Court(Lot#18) - Septic System Dear Sir/Ma'am: r� This letter is to inform you that we inspected the completed septic system for the'house on 34 Woodshire Court(Lot#18) in the Pine Ridge Subdivision on April 6, 2006. The septic system as installed was for a four bedroom house and consisted of a 1,250 gallon, septic tank and 216 lineal feet of absorption trench constructed with stone and perforated pipe. The system conforms to the requirements of the approved subdivision design drawings. Please call me if you have any questions or concerns. Sincerely, Thomas R. Center Jr. , PE cc: Dave Hatin, Town of Queensbury Tom Farone Septic Inspection Report Office No.(518)761-8256 DateOtor's �tip re u pt received: rt - S lu= Queensbury Building&Code Enforcement Arri am/ m art: a 742 Bay Rd.,Queensbury,NY 12804 Insp Initials: —� NAME: F PERMIT NO.: - -7 LOCATION: j-Zt l( 3 - ,;�� t .�� INSPECT ON: RECHECK: Comments and/or diagram Soil Type: San` lay Type of WMunicipal/Well Water Waterline separa ion di _�s6nce ft. Well separation distance ft. Other wells: $, Absorption Field: Total length ft. Length of each trench 5''ft. Depth of trenches ft. Size of Stone Seepage Pits: Number Size: x Stone Size: Piping size/ T e Building to tank 190 Tank to Distribution Box Distribution Box to Field/Pit it G ZrJ Opening Sealed: Y/N/Partial End Ca- ps Location/Separations Foundation to tank ft. Foundation to absorption ft. Se aration of Pits f}. Conforms as per Plot Plan Y � Engineer Report and As-Built Y N CG ` irlaA jfd� Location of System on Property: �J �1 Front DearLeft Side Right Side Middle Front Middle Rear System Use Status: proved Partial Approved and needs to be re-inspected,please call the Building&Codes Office Disapproved Last revised 1/6/05 , In - C f N06'07'55"E 148.48' N33Q\ 65 S?Sl2'F i st 1 LOTtin 18 � d l �� O 00 N / Z O =4� N t.� PROPOSED h LOT �1 { HOUSE / 1 1 / 140.73' __-._ i -__ 5333• v 6.84' )T55"W C_) 17.27 R=350+�Q E CT. Rough Plumbing / Insulation Inspection Report Office No. (518) 761-8256 Date Inspect' n re st received. Queensbury Building&Code Enforcement Arrive: e pm Depart: am/pm 742 Bay Road, Queensbury,NY 12804 Inspector's itials: NAME: PERMIT LOCATION: oft\ � _; INSPECT ON: TYPE OF STRUCTURE: ��, Y N N/A PVC: R-1,R-2,R-3,R4 Drain/Vents Cast Iron,Copper Drain/Vent/Comm. Plumbing Vent/Vents in Place Rough Plumbing/Nail Plates 1 '/2 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 connection for 15 minutes Cleanout every 100 feet/change of direction (� Water Supply Piping 7ooCper Commercialper,CPVC,Pex One and Two-Famil tial Check/Commercial Check Pro er Ven Attic Vent Duct/Hot Water Piping Insulation If required unheated spaces Combustion Air Supply for Furnace ct work sealed ro erl /No duct tape COMMENTS: L:\SueHemingway\Building.Codes.Inspection.FORMS\Rough Plumbing Insulation Report.doc November 17,2003 Framing / Firestopping Inspection Report Office No. (518) 761-8256 Date In ecti'qn request received: Queensbury Building&Code Enforcement Arrive: am/pm ,,-depart: am/pm 742 Bay Road, Queensbury,NY 12804 Inspector's Initials: .J NAME: , PERMIT LOCATION: 3 l.. INSPECT ON: - TYPE OF STRUCTURE: 1 Y N N/A COMMENT Attic Access 22"x 30"minimum Jack Studs J Headers ' [� � �.t),d Bracing I Bridging Joist hangers Jack Posts/Main Beams Exterior sheeting nailed properly 12"O.C. Headroom 6 ft. 8 in. Stairwells 36 in. or more 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 Ice and water shield 24 inches from wall Fire separation 1, 2,3 hour Fire wall 2, 3,4 hour Fire y enetration sealed 16 inch insulation in cavity min. Garage Fire Separation House side t/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 Rough Plumbing / Insulation Inspection Repprt Office No. (518) 761-8256 Date Inspection request received: Queensbury Building & Code Enforcement Arrive: am/p depart: am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: NAME: rW0416- PERMIT #: S' �Z LOCATION: 1�-/ INSPECT ON: DCe PE 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 Air/ Head 50 P.S.I for 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 Duct work sealed properly / No duct tape COMMENTS: LAPam Whiting\Building&Codes\Inspection FormslRough Plumbing Insulation Report.revised Nov 17 2003.doc Revised February 15,2005 Town of Queensbury Fire Marshal 742 Bay Road rf Queensbury,NY 12804 761-8205/761-8206 fax 745-4437 F actory Built Gas Fjreulaee _1 Stave Inspection Reuort Notice:New York State requires that all UL Listed,factory built appliances be installed according to instructions and specifications contained in the Installation Manual accompanying the appliance.No deviation from manufacturer's instructions or specifications is allowed Permit# ; Schedule L►s tion Time L?` pm anytime Name c.C - - ---Address Bough I°---Final__ Appliance Manufacturer ,cc n �7C � `i l` r_Model# 6a j&4?67L JJ3 Direct Vent Factory Built Ch 77imn��ey Flue Size Double Wall Triple Wall Insulated Yes No N/A Comments Floor Protection Clearances to Combustibles (ail sides) Firestop(s) vertical Chase Wall Penetration Vent Clearances to Combustibles Vent/Chimney Termination Chimney height must be 3 feet above roof penetration;2 feet above any combustible construction within 10 feet Gas Shut-Off Valve Combustion Air Hearth Extension(if any) Mantel Height above f/p opening Witness Operation Tank Placement (if LP) WMte—"Iding Dept M '� Yale-4 r Ptak—Fare MurAW :V1- Framing/ Firestopping Inspection Report Office No. (518)761-8256 Date Inspection�Pquest received: Queensbury Building&Code Enforcement Arrive: F am/ epart: am/pm 742 Bay Road, Queensbury,NY 12804 Inspector's Ynitials: V/ NAME: :¢.2v.�� PERMIT#: C��=v � LOCATION: C c�e�c75iN/P<5 C r - INSPECT ON: ?� TYPE OF STRUCTURE: e Y N N/A Framing COMMENTS Attic Access 22"x 30"minimum : Jack Studs/Headers Bracing/Bridging Joist hangers _ Jack Posts/Main Beams Aeop�cO(jA L a/; F l LC 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 DESIGNERS O1= FINE HOMES SINGE IS68 I � L.�AM IL L �A M DESIGNERS 509 GLEN STREET-GLENS FALLS-NEW YORK 12801 PHONE: (518) -I9S-44OUSE FAX: (518) -I9S-SO1-1 March 8, 2006 Thomas J. Farone & Son 677 Route 9 Gansevoort, New York 12831 Q� 25 Woodshire Court, Queensbury To Whom It May Concern: On March 7, we made an inspection of the above referenced projects to evaluate the as built framing method of the dormer above the garage. Although both projects had a different method of framing the trusses to the dormer, and the dormer to the main hip roof, both projects are structurally acceptable and should continue as scheduled. If you have any questions please don't hesitate to call me. incerely, L 14, Daniel Williams Williams &Williams Designers r 1 a Rough Plumbing / Insulation Inspection Re or Office No. (518) 761-8256 Date Inspection request r ei e � ' Q � Queensbury Building&Code Enforcement Arrive: �e m art: pm 742 Bay Road, Queensbury,NY 12804 Inspector's Initial . NAME: PERMIT #: LOCATION•-,'ti l ? . INSPECT ON: 2 Za7 TYPE OF STRUC URE: Y N N/A PVC: R-1,R-2,R-3,R4 Drain/Vents Cast Iron,Copper Drain/Vent/Comm. Plumbing Vent/Vents in Place < Rough Plumbing/Nail Plates 1 % inch min.Drain Size Washing Machine Drain 2 inch min. or Air Supply IAII�ZM Drain and Vents 5 PSI or 10 feet above est D GC �L t connecti minutes � � Cleanout eve 100 feet/change of direction ` Water Supply Piping LL � tL 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 properl /No duct tape COMMENTS: L:1SueHemingway\Building.Codes.Inspection.EORWRough Plumbing Insulation Report.doc November l7,2003 Foundation Inspection Report Office No.(518)761-8256 Date Inspection muest received: Queensbury Building&Code Enforcement Arrive: p Depart: am/pm 742 Bay Rd.,Queensbury,NY 12804 Inspectoks�Inials: NAME: PERMIT#: Ya7 LOCATION: INSPECT ON: TYPE OF STRUCTURE: Comments Y N NIA 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 ' h width ches 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 Framing / Firestopping Inspection Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive:�,-=am/pm Depart: ', V am/pm 742 Bay Road, Queensbury,NY 12804 Inspectors Initials: 1A NAME: .4 Ices/ PERMIT#: LOCATION: INSPECT ON: TYPE OF STRUCTURE: Framing 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 %(w) 16 gauge(8) 16D nails each side Draft stopping 1,000 sq. ft. floor trusses Anchor Bolts 6 ft. or less on center ce 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 Framing/ Firestopping Inspection Report Office No. (518) 761-8256 Date In ection p quest received: Queensbury Building&Code Enforcement Arrive: 24-am/pT Depart: am/pm 742 Bay Road, Queensbury,NY 12804 Inspect is Initials: NAME: Cam. _ PERMIT0 �?�7 LOCATION: _ INSPECT ON: Z c:> TYPE OF STRUCTURE: Framing Y N I'VA COMMENTS Attic Access 22"x 30"minimum � Jack Studs/Headers Bracing/Bridging /r 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 %s w 16 gauge(8) 16D nails each side Draft stopping 1,000 sq. ft. floor trusses Ancho Bolts 6 ft. or less on center f' and water shield 24 inches from wall V 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 In ectio°q�request received: Queensbury Building&Code Enforcement ArriveT Z,0 am/p�/m rt: am/pm 742 Bay Road,Queensbury,NY 12804 Inspector's Initials: NAME: PERMIT#: © ^S Z'77 LOCATION: CT- INSPECT ON: TYPE OF STRUCTURE: Y N N/A COMMENTS Framing _ c Attic Access 22"x 30"minimum cr C'�l/� yaP- 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 %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 Fr-/() emir_ Foundation Inspection Report Office No. (518) 761-8256 Date Inspection request received: ( 30 D.� Queensbury Building& Code Enforcement Arrive: am/ Depart: m/pm 742 Bay Rd., Queensbury,NY 12804 Inspector's Initials: ^1 NAME: t..� PERMIT#: _ LOCATION: _ L)u II��SPECT ON: _ TYPE.OF STRUCTURE: _ Comments Footings V N N/A 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 F undation Dampproofing oundation/Waterproofing ype of Dam pp roofing i Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: -- �- 12 inch width 6 inches above footing of for_wet areas under slab Backfill pprovaI L um ing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\Suel3emingway\Building.Codes.Inspection,FORMSToundadon Inspection Report.doe January 28,2003 Foundation Inspection Report Office No. (518) 761-8256 Date Inspection request received: r Queensbury Building&Code Enforcement Arrive: any Depart: _._� m/pm 742 Bay Rd., Queensbury,NY 12804 Inspector's Initials: ` -05:73 LOCATION: �j� INSPECT ON: `�- TYPE OF STRUCTURE: Comments --- -- --- �_._—__� V 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. terials_for_this pu_pr ose on site.____ oundation/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. LASueHetningway\Bui Min g.Codes,Inspection.FORMS\Foundation Inspection Report.doc January 28,2003 r t Foundation Inspection Report Office No. (518)761-8256 Date Inspection request received: Queensbury Building& Code Enforcement Arrive: am/p i Depart: _ am/pm 742 Bay Rd., Queensbury,NY 12804 Inspector's Initials: NAME: PERMIT#: LOCATION: � __ _. ,._ INSPECT ON: UCT _ U TYPE OF STRURE: Comments Y N N/A Foo ' gs rers Monolithic .00 Slah Reinforcement in Place Z' 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 4 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 v� Permit Number REScheck Compliance Certificate Checked By/Date New York State Energy Conservation Construction Code REScheck Sollware Version 3.6 Release 2 Data filename: C:\Program Files\REScheck\REScheck\2504-05 FARONE-STOCK SWEETBRIAR-LOT 18-34 WOODSHRE COURT, QUEENSBURY.rck PROJECT TITLE: PLAN NO. 2504-05 COUNTY: Warren STATE: New York HDD: 7635 CONSTRUCTION TYPE: Detached 1 or 2 Family HEATING TYPE: Non-Electric # `' WINDOW /WALL RAT 10: 0.15 DATE: 06/20/05 DATE OF PLANS: JUNE 20, 2005 PROJECT DESCRIPTION: THOMAS J. FARONE & SON LOT 18-34 WOODSHIRE COURT QUEENSBURY, NEW YORK 12804 DESIGNER/CONTRACTOR: WILLIAMS & WILLIAMS DESIGNERS INC. 509 GLEN STREET GLENS FALLS, NEW YORK 12801 COMPLIANCE: Passes Maximum UA= 624 Your Home UA= 478 23.4%Better Than Code(UA) Gross Glazing Area or Cavity Cont. or Door Perimeter R-Value R U-Factor UA Ceiling 1: Flat Ceiling or Scissor Truss 1841 30.0 0.0 64 Wall 1: Wood Frame, 16" o.c. 1855 19.0 0.0 89 Window 1: Vinyl Frame:Double Pane with Low-E 283 0.320 91 Door 1: Solid 20 0.130 3 Door 2: Solid 33 0.130 4 Door 3: Glass 40 0.330 13 Wall 2: Wood Frame, 16" o.c. 1307 19.0 0.0 70 Window 2: Vinyl Frame:Double Pane with Low-E 141 0.320 45 Basement Wall 1: Solid Concrete or Masonry 1564 11.0 0.0 99 Wall height: 8.0' Depth below grade: 7.0' Insulation depth: 8.0' Furnace 1: Forced Hot Air, 92 AFUE 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 Constriction Code requirements. When a Registered Design Professional has stamped and signed is page, they are attesting that to the best of his/her knowledge, belieg and professional judgmen' s ch pl or $ bons are in compliance with this Code. J esi a Date ( " i + REScheck Inspection Checklist New York State Energy Conservation Construction Code REScheck So$ware Version 3.6 Release 2 DATE: 06/20/05 PROJECT TITLE: PLAN NO. 2504-05 Bldg. I Dept. Use I I Ceilings: [ ] I 1. Ceiling 1: Flat Ceiling or Scissor Truss, R-30.0 cavity insulation I Comments: I Above-Grade Walls: [ ] I 1. Wall 1: Wood Frame, 16" o.c., R-19.0 cavity insulation I Comments: [ J I 2. Wall 2: Wood Frame, 16" o.c., R-19.0 cavity insulation Comments: I Basement Walls: [ ] I 1. Basement Wall 1: Solid Concrete or Masonry, 8.0' ht/7.0'bg/8.0' insul, R-11.0 cavity insulation Comments: I Windows: [ ] ( 1. Window 1: Vinyl Frame:Double Pane with Low-E, U-factor: 0.320 I For windows without labeled U-factors, describe£atures: I #Panes Frame Type Thermal Break? [ ] Yes [ ]No Comments: [ J I 2. Window 2: Vinyl Frame:Double Pane with Low-E, U-factor: 0.320 For windows without labeled U-factors, describe features: #Panes Frame Type Thermal Break? [ ]Yes [ ]No Comments: I Doors: [ J 1. Door 1: Solid, U-factor. 0.130 Comments: [ ] 2. Door 2: Solid, U-factor: 0.130 Comments: [ ) I 3. Door 3: Glass, U-factor: 0.330 Comments: I I Heating and Cooling Equipment: [ ] i 1. Furnace 1: Forced Hot Air, 92 AFUE or higher Make and Model Number I Air Leakage: [ ] I Joints, penetrations, and all other such openings in the building envelope that are sources of air i s 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. If non-IC rated, the fixture must be installed with a 3" clearance from insulation. Vapor Retarder: [ ] Required on the warn-in-winter side of all non-vented framed ceilings, walls, and foors. 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 &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-I 1. [ ] 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-I 1. [ ] t 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 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: [ ] Each dwelling unit has at lesat one thermostat capable of automatically adjusting the space temperature set point of the 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 of the 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. } + f J Swimming Pools: [ ] J All heated swimming pools must have an on/ofbeater switch and require a cover unless over 20% J ofthe heating energy is from non-depletable sources. Pool pumps require a time clock. J J Heating and Cooling Piping Insulation: [ ] J HVAC piping conveying fluids above 105 T or chilled fluids below 55 T must be insulated to the J 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) LID 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 Ranee(F) 2"Runouts V and Less 1.25" to 2" " 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)