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2005-520
TOWN OF QUEENSBURY 742 Bay Road,Queensbtuy,NY 12804-5902 (518) 761-8201 Community Development- Building &Codes (518) 761-8256 CERTIFICATE OF OCCUPANCY Permit Number. P20050520 Date Issued: Monday, November 28, 2005 This is to certify that work requested to be done as shown by Permit Number P20050520 has been completed. Tax Map Number. 523400-301-009-0001-040-000-0000 Location: 38 WESTERN RESERVE Trl Owner. WESTERN RESERVE, LLC Applicant: WESTERN RESERVE, LLC This structure may be occupied as a: Garage - 3 Cars Attached By Order of Town Board Single Family Dwelling TOWN OF QUEENSBURY Issuance of this Certificate of Occupancy DOES NOT relieve the r 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: P20050520 Application Number: A20050520 Tax Map No: 523400-301-009-0001-040-000-0000 Permission is hereby granted to: WESTERN RESERVE. LLC For property located at: WESTERN RESERVE Trl 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: WESTERN RESERVE, LLC 395 BIG BAY Rd Garage-3 Cars Attached QUEENSBURY NY 12804-0000 Single Family Dwelling $250,000.00 Total Value $250,000.00 Contractor or Builder's Name / Address Electrical Inspection Agency Plans&Specifications A2005-520 Lot 9, House No. Western Reserve Trail 2305 SQ FT SINGLE FAMILY DWELLING $338.60 PERMIT FEE PAID-THIS PERMIT EXPIRES: Tuesday, August 08, 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 ueen ury; 011 08, 2005 SIGNED BY for the Town of Queensbury. Director of Building&Code Enforcement i Check Residential Plan Review: One c& Two Family Dwellings Y/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 Residential Check Paperwork Compliance and Inspectors Checklist: OK Dampproofing/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 1 Spiral Not Allowed From 2d 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 Foj Required Areas Garage Fire Separation Garage Floor Sloped Attic Access Roof over 30?'—22"x 30"/Crawl Spaces 18"x 24"Access arbon Monoxide Detector Lowest Sleeping Level I 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: ........... ............................................I.............................................. Office Use Location of installation: L'OT caoos File Permit No. Tax Map No. ......Fee Paid Owner's Name: ........................i .............................................................................. Address: MY A0, &6 2. INSTALLER'S NAME Avc5 co,61— PHONE NO. 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 gal/bdrm = 1991 —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) Tgpog Ground Water Bedrock or lWervious Material Vhy Soil Nature SMPRIY 'Y Flat -ga—nd---, at what depth at what depth hicipa < of ' to am—"' X5' feet A49- feet Steep slope clay if well;water supO %slope other from any septic-system depth: absorption is 11 ft. other Percolation Test be completed by licensed professional engineer or architect) Rate: /Rof inute per inch c5cv 5. PROPOSED SYSTEM: For New Construction: All individual sewage disposal systems must be designed by a lice�nsed professional engineer or architect(unless installed in a Planning Board approved subdivision).lon). Add 250 gallons to the size of the septic tank and leach field for each Garbage Grinder,Spa or Whirlpool Tub. Septic Tank: gallon (min. size 1,000 gal.) Tile Field: each trench fl. Total System Length: SeepagePit(s): number of size ofeach: ft. by t. _f 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 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 e To f Queensbury Sanitary Sewage Disposal Ordinance. Sig ature Iresponsible person Date Permit No. �Qd5 d�C Building&Codes Office-Department of Community Development-Town 4 Queensbury Fee Paid C) 742 Bay Road,Queensbury,NY 12804 Recreation Fee f Dave Hatin,Director cQdesQaueensbury.net Phone: (518) 761-8256 FAX: (518) 745-4437 `y 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 RAge-5, G),o5T0)CnzJ Owner: Ss E Address: _3q 5 &G A Address: �1' f7.8o Home Phone: 7712 - °f%P t Home Phone: Email Address: Email Address: Cell Phone: Cell Phone: FAX Phone: lG('� - Zfo 38 FAX Phone: Person responsible for supervision of work with respect to building and codes compliance: Name: AYA�e-5 C-A1,17'• 1441le Ec c4zmELL-4-1> Address: 3RS' c�3 /1--� Q6� Phone� Location of proposed construction: Lot No. Legal Address: x '`�'� Tax Map Number: I Yam® Subdivision Name: 0C✓� Estimated Cost of Construction: LJ Proposed construction is for: ,Residential Use Commercial Use Name of Business: TOV'VN oc E3UILD 1 P y L)CODE If proposed construction is an addition,what will use of new addition be? /y New Addition Alteration Proposed Construction 1,1 Floor 2nd floor Other Total Proposed structure (Occupancy Type) Sq.Ft. sq.ft. Sq.Ft. Square feet Height Ft.&in. Sincle-Family Dwelling _ Two-family Dwelling Townhouse Multifamily Dwelling Number of Units: Office Mercantile Manufacturing Other: Attached Garage 1, 2,(3 Type of Heating System: Electric, Oil, Gas Wood, rced Hot Air, 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 Buil and Codes, an As-Built Survey by a licensed surveyor, drawn to scale,showing actual location of I new st ction. Date: 1 (� or Applicant/Builder Signature: _A� The application of _ da d is-hereby approved and permission granted forte 4R5itruction, reconstruction or alt tion a b i g/�d accessory structure as set forth above. Date: © Authorized Signature: \Sue Hemingway\Building.Permit.FORMS\Principal Structure Permit Applic ion.doc V:12/14/04 COMMONWEALTH ELECTRICAL INSPECTION SERVICE,INC. Q Main Office 176 Doe Run Road-Manheim,PA 17545 MUNICIPAL CERTIFICATE - ELECTRICAL APPROVAL Permit No........................................Cert. N2 93752 Cut-in Card No.............................10. n Owner.............t...,C�.? ...... ........................................................................................ Location �A..... .s....& {J> ....... �........................................ .... ............. Installation Consisting of. � ...(.` / .E'...... � N`► .................................................................................................................................................................................. .............................. .................................................................................................................................................. InstalledBy.....P. ... .................................................Lic.No.................................................. The conditions following governed the issuance of this certificate,and any certificate previously issued i! 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 m inspections at any time, and if it! rules are violated,the Company shall have the right t r �ke�is ifi e. lzf~.Q Date. ......... .... INSPECTOR......... ................................................................................... Queensbury Building & Code Enforcement - Residential Final Inspection Office No.(518)761-8256 Arrive: am/pm Depart:�, am/pm Date Inspection request received: Inspector's Initials: NAME: w A PERMIT#: �© LOCATION: `Zj DATE: TYPE OF STRU TURF: Comments Yes No N/A Building Number/Address visible from road Chimney Hei ht/"B"Vent/Direct Vent Location Fresh Air Intake 3 inch Plumbing Vent through roof minimum 6 inches Roof Complete/Exterior Finish Complete 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 ��L Gas Valve shut-off exposed/regulator 18 inches above grade Interior privacy/trim/doors/main entrance 36 inches Bathroom/Kitchen waterti ht 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 .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 Relief Valve(s)installed/Heat Trap/-Water Temp 110 Enclosed Stairs Sheetrock Underside minimum'/2"Gypsum Basement stairs closed rise>4 inches �� ZJfv �1 fvj -��`�► Garage Floor Pitched Garage fireproofing/Y4 hour fire door/door closer Duct work Sealed properly Gas Logs in Sealed or Glass Enclosure Final Electrical Final Survey Plot Plan As Built Septic S stem/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 I00405.doc Final Survey Inspection Dept. of Community Development Town of Queensbury 742 Bay Road Queensbury,NY 12804 Date received: 1-as r NAME: ve.-- LOCATION: �" PERMIT#: .�S-5DD Final Survey Plot Plan A roved Denied The attached final survey has been received by the Dept.of Community Development. Upon review survey has en: I Craig Bro , Zomng Administrator Notes: L:\SucHemingway\Building.Codes.Inspection.FORMS\Final Survey Zoning Administrator.doc Queensbury Building & Code Enforcement - Residential Final Inspection Office No. (518)761-8256 Arrive: am/pm De art: ' a Date Inspection request received: i- — Inspector's Initials: NAME: � +'i C� PERMIT#: _ 3` LOCATION: DATE: TYPE OF STRUCTURE: commelits Y • No N/A _ P4• C Building Number/Address visible from road Chimney Height/"B"Vent/Direct Vent Location `— Fresh Air Intake 101, 3 inch Plumbing Vent through roof minimum 6 inches Roof Complete/Exterior Finish Complete Platform at all exterior doors Guards at stairs,decks,patios more than 30 inches above grade Guard at stairwell at 34 inches or more 01 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 3��Q��•K� 1 �vt IV Gas Valve shut-off exposed/regulator 18 inches above grade .� Interior privacy/trim/doors/main entrance 36 inches Bathroom/Kitchen watertight Safety glazing/Wind w in stairwells safety gloing Interior Smoke Pe!p6tors. �e A Every level: V Every edr m: ,\yv Outside every bedroom a Inter Connected: Battery backup: �l��- Carbon Monoxide Detector 01 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. 7oe— 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 or Furnace/Hot Water Heater operating Low water shut-off boiler X V Relief Valve(s)installed/Heat Trap/Water Tern 110 Enclosed Stairs Sheetrock Underside minimum''/2"Gypsum Basement stairs closed rise>4 inches 1,00 , Garage Floor Pitched Garage fireproofing/'/a hour fire doo door clo Duct work Sealed properly Gas Logs in Sealed or Glass Enclo ure Final Electrical L Z ` 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/O[Temporary/Permanent L:\Building&Codes Forms\Building&Codes\Inspection Forms\Residential Final Inspection Form revised_100405.doc MAP REFERENCE: WESTERN RESERVE, LLC \ \ DATED: JULY 15, 2003 \ LAST REVISED: OCTOBER 8, 2004 \ \ BY: VAN DUSEN & STEVES FILED IN THE WARREN COUNTY CLERK'S OFFICE: DECEMBER 13, 2004 soot�hy \ YAG DR1MELL �v \ \ DRYWELL \ \ t \ LOT 9 \ 23,293 sq.ft. \ 0.53 acres °rry o '9AA OF \ G�F43S \ F LOT 13 a ��Tl°N q��s LANDS TO BE OWNED 0 N o,N. BY THE HOMEOWNER'S ASSOCIATION � NF 1N WOOD 35.4G' '101_�S�' \ 22 �h •66, H J Q a LOT 8 hIV ,,,13 .21 R=70.00 0 9.92s o SN9 0 C. Ln C o �CB C6 Date: November 2 2 OS Du ,S' „NNAU,HA A ENSI LA S W*-M N TO A ILwsEY Scale 1'=30' a �� HM VIOLATION lF A LIf8 "LAND waVIS101 CF IS A Map of a Survey made for vNawlla OF sEcIIDH noD.aue-on�sia�P.aF nM NM YDRH TIME EDLICATM ur.• Stever FMONLY W7H A N INO/M Otl MEL.OF M SURYEY YAKKED MIIH AN OSOHAL OF 71E LAID 9URMEfOR9 sEAI SHALL BE CONSIDOW TO t VALID MIE N MIM' S IVICATIMNO-AM 01 TMY,� WESTERN RESERVE LLC IIIJJJ Land Surveyors BY N>oDE OF PNNAXA EnR L,vD ADD ' 9Y THE IIEM�YDRK SiA7E ASSDCNTOI OF PROE8901AL LAND SUR1E"M SAID f>Ri low SHALL"OLY TO M PERSON EOl SIOL M SM%EY IS PREPARED.AM ON HIS O ALY TO YK RILE OONPAHY,DDYERwMAL 169 Haviland Road Queenabu New York 12804 'GO=AM L� �N"SU°H°M°' AM Town of Queensbury, barren County, New York Ty, TO IM ASSIMM OF YK LDNDND RNB111U110N FtAYES + HAYES (518) 792-8474 New York Lie. No. 50135 1 1 NO. DATE DESCRIPTION DWG. No. ollgi-q Queensbury Building & Code Enforcement - Residential Final Inspection Office No. (518)761-8256 Arrive: am/pm Depa IC�b am/pm Date Inspection request rec 'ved: '�� -�31 `'���� Inspector's Initials: C NAME. PERMIT#. � c LOCATION: DATE: TYPE OF STRUCTURE: Comments Yes N 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 Complete Platform at all exterior doors Guards at stairs,decks,patios more than 30 inches above grade R-1 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 glaAg Interior Smoke De ctors: Every level: V r?rea-: Bedr Outside every bedrooInter Connected: atte backu 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 1 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 v^ Low water shut-off boiler Relief Valve(s)installed/Heat Trap/Water Tern 110 Enclosed Stairs Sheetrock Underside minimum%"Gypsum Basement stairs closed rise>4.inches 4,410, Garage Floor Pitched Garage fireproofing/'/a hour fire door/door closer 1 Duct work Sealed properly Gas Logs in Sealed or Glass Enclos re Final Electrical y� Final SurveyPlot Plan TA"d VV 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 [Tem or /Permanent L:\Building&Codes Forms\Building&Codes\Inspection Forms\Residential Final Inspection Form revised 100405.doc Septic Inspection Report j Office No. (518)761-8256 Date Inspection req t r ive l Queensbury Building&Code Enforcement Arrive: p art: o a 742 Bay Rd., Queensbury,NY 12804 Inspector's Initial NAME: —�/���N 2 C� V P IT NO.: C S _ LOCATION: LC� `7- c.!/C3t-, r n R_� � SPECT ON: RECHECK: — -LL 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: Number Size: x 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 Y N Engineer Report and As-Built Y N Location of System on Property: Front Rear Left Side Right Side Middle Front Middle Rear System Use Stat : Approved Partial Approved and needs to be re-inspected, please call the Building&Codes Office Disapproved Last revised 1/6/05 Septic Inspection Report ,f Office No. (518) 761-8256 Date Inspection r3tquest receiv d. Queensbury Building&Code Enforcement Arrive: f�is am/pm,' eparf: ay;f/ In , - 742 Bay Rd., Queensbury,NY 12804 Inspector' NAME: ERI�IIT NO.: 1 �j . LOCATION: S INSPECT ON: RECHECK: `l-- j-�- Comments and/or diagram Soil Type,' Sin"a4kClay T e of ter: Icipal ell Water Waterline se ar 'on dista e ft. Well separation dis ft. Other wells: ft. Absorption Field: Total length ft. Length of each trench ft. Depth of trenches '1 ft. Size of Stone Seepage Pits: Number Size: x Stone Size: Pi in Size —Type Building to tank Tank to Distribution Box Distribution Bo to iejtf/PitOpening Seale : Y /Partial Location/Separations Foundation to tank Foundation to absorption ft. Separation of Pits ft. " Conforms as per Plot Plan Y N Location of System on Property: Front Rear .Left Side Right Side Middle Front iddle Rear S stem s• Approved ' Partial Approved and needs to be re-inspected,please call the Building&Codes Office Disapproved A f,i LASueHemingway\I3uilding.Codes.Inspection.FORMS\.Septic Inspection Report.doc January 28,2003 Septic Inspection Report Office No.(518) 761-8256 Date Inspectiofret c e Queensbury Building&Code Enforcement Arrive: —part: O_• 742 Bay Rd.,Queensbury,NY 12804 Inspector's InQo NAME: `tt�` l�CLOCATION: ON: r�—� e-n RECHECK: �� .✓ �� � �Ll t:c �� Comments and/or diagram Soil T e: Sa o Type o a unici Well Water Waterline se arat on istance - ft. Well separation distance ft. Other wells: ft. Absorption Field: Total length 2-a Length of each trench Depth of trenches — ' ft. � Size of Stone EE�� -T-o C3 V Gyp Seepage Pits: Number Size: x Stone Size: Piping Size Type Building to tank Lj%% .6 Tank to Distribution Box Distribution Box to Fie /Pit Opening Sealed: Y ial End Caps Location/Separations Foundation to tank I Z= ft. Foundation to absorption ft. Separation of Pits ft. Conforms as per Plot Plan Y N Engineer Report and As-Built Y N Location of System on Property: Front Rear Left Side Right Side Middle Fron iddle Rear System Use Status: pproved Partial Approved and needs to be re-inspected,please call the Building&Codes Office Disapproved Last revised 1/6/05 Rough Plumbing / Insulation Inspection Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building & Code Enforcement Arrive: am/p Depart:�am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: � NAME: -d PERMIT #: LOCATION: INSPECT ON: - — TYPE OF STRUCTURE: a � 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: ' -V/ ICLL LAPam Whiting\Building&Codes\Inspection Forms\Rough Plumbing Insulation Report.revised Nov 17 2003.doc Revised February 15,2005 �(— �r� Framing/ Firestopping Inspection Report Office No. (518) 761-8256 Date Inspection request received: !1 Queensbury Building&Code Enforcement Arrive: ar,{ Depart: ' am/ m 742 Bay Road,Queensbury,NY 12804 Inspector's Initial : NAME: PERMIT#: U�`� LOCATION. 0 l' •C INSPECT ON: Q'� TYPE OF STRUC URE: mar Y N N/A COMMENTS Framing ttic Access 22"x 30"minimum Jack Studs/Headers � CVC� (�Bracing/Bridging 9.6f t\ r Joist hangers L 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 %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 rjeqre e' e ° Queensbury Building & Code Enforcement Arrive: epart: - a pm 742 Bay Road, Queensbury, NY 12804 Inspector's InNAME: PE #:LOCATION: V IN ON: —CAS TYPE OF STRUCTURE: Y N N/A -\ph 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 1 Pressure Test t_�,�?v1J14 Drain / Vent 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 � TF If required unheated spaces Combustion Air Supply for Furnace Duct work sealed properly / No duct tape COMMENTS: LAPam Whiting\I3uilding&Codes\Inspection Forms\Rough Plumbing Insulation Report.revised Nov 17 2003.doc Revised February 15,2005 Framing / Firestopping Inspection Report `� 1 Office No. (518) 761-8256 Date Inspection re st e eiv Queensbury Building&Code Enforcement Arrive: a p part: a p 742 Bay Road, Queensbury,NY 12804 Inspector's Initia NAME: PERMIT#: 0 -15— ��`� LOCATION: �� INSPECT ON: TYPE OF STRUCTURE: Y N NIA 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. i Notches/Holes/Bearing Walls Metal Strapping for Notches Top Plate �V 1 `/z w 16 gauge 8 16D nails each side Draft stopping 1,000 sq. ft. floor trussesTR An Bolts 6 ft.or less on center 10wand 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 gade Framing / Firestopping Inspection Re ort Office No. (518) 761-8256 Date Inspection i quest re ved: j� �w US Queensbury Building&Code Enforcement Arrive: pm D rt: p 742 Bay Road, Queensbury,NY 12804 inspector's Initi 61,D NAME: - PERMIT#. LOCATION: H17Uu 3"3 T ON: 0 0 D S 1 TYPE OF STRUCTURE: 11 Y N N/A 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 '/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 e and waters 'eld 24 inches from wall Fire separation 1,2,3 hour Fire wall 2, 3,4 hour Firestopping � — f �— 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 Office No. (518) 761-8256 Date Inspection req s rec v d: Queensbury Building&Code Enforcement Arrive: a I Depart: _ n 742 Bay Rd., Queensbury,NY 12804 Inspector's Initial NAME: CO f(�/`P C7`t�O � � _ ,RMTT#: _ LOCATION: � Yn _ INSPECT ON: _ TYPE OF STRUCTURE: — Comments -- ---------- Y N N/A Footings Piers w 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. [qFln7dation/Wallpour einforeement 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 holy for wet areas under slab ackfrll Approval Plumbing Under Slab PVC/Cast/Copper . I Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:ASucHemingwav',Ruiiding.Codes.Inspecti on.FORM SU'oundation Inspection Report.doc January 28,2003 Foundation Inspection Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: an v Depart: m 742 Bay Rd., Queensbury,NY 12804 Inspector's Initials NAME: PERMIT#: c +J`/ 5O� - c) LOCATION: _ = 1 �cINSPECT ON: TYPE OF STRUCTURE: Comments Y N N/A Footings --------------------- Piers Monolithic Slab Rei cement in Place V he contractor is responsible for i providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purTose on site. — Foundation/Wallpour Reinforcement in Place Foundation Dampproofing Foundation/Waterproofing Type of Dampproofing r Waterproofing 1 Footing Drain Daylight or Sump Footing Drain Stone: -- - 12 inch width i 6 inches above footing 6 mil poly for wet areas under slab Backfill Approval Plumbing Under Slab PVC/Cast/Cropper _ Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. LASueHemingway,RuiIding.Codes.inspection,FORM SToundation Inspection Report.doc January 28,2003 Foundation Inspection Report Office No. (518) 761-8256 Date Inspection request received: _ Queensbury Building&Code Enforcement Arrive: anvpm Depart: I am I ) 742 Bay Rd., Queensbury, NY 12804 Inspector's Initials: NAME: _ _ PERMIT#: 0 LOCATION: �) INSPE TON: � 5 TYPEOF STRUCTURE: U.Q,` Y Comments F otings - --- -- Piers Monolithic Siab _ Reinforcement in Place The contractor is responsible for 7, providing protection from freezing 1 for 48 hours following the placement I 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 i~ PVC/Cast/Copper Foundation Insulation Interior/Exterior R- _ Rough Grade 6 inch drop within 10 ft. LASueliemingway\Building.Codes.Inspection.FORMSToundation Inspection Report.doe January 28,2003 Y. VISION ENGINEERING AND CONSTRUCTION, uC 10 Kimberly Lane Phone:(518)792-9264 Queensbury,NY 12804 Cell: (518) 361-2618 Percolation Rate Test Results Project: E✓ Date: t/l JOS- Time: 19'M Weather: c, OV01 Temperature: 95,5 Tested By: Daniel W. Ryan RESULTS: Test#1: --� Location: LOT 4i q ,,Ct Test Depth: (Z- Inches Pre-soak:.at; Yes ❑ No Soil Properties: ❑ Clean gravel (little fines) ❑ Gravel with fines Clean sand (little fines) ❑ Sand with fines ❑ Silt and/or clay ❑ Other: Percolation Rate: —L_min. sec. per inch Test#2: Location.: cs Test Depth: - Inches Pre-soak:Yes ❑ No Soil Properties: ❑ Clean gravel (little fines) ❑ Gravel with fines XClean sand(little fines) ❑ Sand with fines ❑ Silt and/or clay ❑ Other: Percolation Rate: _min. sec. per inch f f1�ai �i 17'!3 :.ee ✓ g Y LU J VI r: ro essiona ea .,....., w �crc.i... a...a..+ rr-uiii. 10:51t1(y,3 N.1�1 VISION ENGINEERING, «c 4 Glens Falls Tedmical Park,Br,x#3 Phgae:(518)792-9264 Glens Falls,NY 12801 Fax:(518)792-9282 attic System Ir�pe�g�t Form Project: atoll 4eNS7- tw—&MffLAE e2ar 09 Date: _ Time: Weather: ,,� �_ Temperature: Inspected By: Daniel W. Ryas P.E. Inag2gon pate: System Type: C-01Y L Installation Complete:AYes o No r=xlain: Soil Properties: E3 Clean gravel (little fines) 0 Gravel with fin s Cleary send (little fines) 'Sand with fines 13 Silt and/or clay o Other: Water Supply: 'Municipal 0 Well/Private Separation Distance: Absorption Field: W /o' t ft. (100 min,) $eptir,Tank. /o r t ft. (50 ft. in.) D-Box: ft. (100 min.) Septic Tank Size: U`Mo gal. Distance to Dwelling: , ft:(I oft. min.) 0-Box Size: re-Zft ' Distance to Dwelling. did ft. (20 ft. min.) Absorption Field: No. Trenches' Trench Length: ! JR;--t ft each Total: t ft. Distance to towelling: _^& t ft. (20 ft. min.) Aggregate Size(3/4"- 1 1/2"): XAcceptable 0 No Good EXpWip—, Aggregate Cover Type: Kaeotextile Fabric 13 Other p Aggregate Depth: ±ft. (not to exceed 12 inches of c alrth covet) Pipe Size: fr Dwelling to Tank: diem. � ;01FTank to D-Sox: diam, N 0D-Box o Field; diam. aP , t ti End Caps Installed: :XYes�13 No s Based on visual observation the 8bove referenced septic s stern does appear to be in conformance with applicable codes � � c� and regulations required by the state and local jurisdiction. o"yf3� o Q Based on visual observation the above referenced septic —yw7 system does not appear to be ih conformance with applicable codes and regulations required by the state and local jurisdiction. Pr f ` \ 44 Mow 2-1 1 r _ C =_ ---------- mom om - - _ �k _ � v l MH - _ - T Z L _ �aMmAlFt Z .i SOwl�T- — * - }, e p _ _v '. P it er -1j( REScheck Compliance Certificate Checked By/ at New York State Energy Conservation Construction C e REScheck Sofware Version 3.6 Release 2 Data filename: CAProgram Files\Check\REScheck\windhaven.rck PROJECT TITLE: The Windhaven 24307B COUNTY: Warren STATE: New York HDD: 7635 CONSTRUCTION TYPE: Detached 1 or 2 Family HEATING TYPE: Non-Electric WINDOW /WALL RATIO: 0.13 DATE: 07/06/05 DATE OF PLANS: June 2005 PROJECT DESCRIPTION: All DESIGNER/CONTRACTOR: Hayes Construction Group COMPLIANCE: Passes Maximum UA= 497 Your Home UA= 388 21.9%Better Than Code(UA) Gross Glazing Area or Cavity Cont. or Door Perimeter R-Value R-Value U Factor UA Ceiling 1: Flat Ceiling or Scissor Truss 1240 30.0 0.0 43 Ceiling 2: Cathedral Ceiling(no attic) 200 30.0 0.0 6 Skylight 1: Vinyl Frame:Double Pane with Low-E 14 0.360 5 Wall 1: Wood Frame, 16"o.c. 1152 19.0 0.0 58 Window 1: Vinyl Frame:Double Pane with Low-E 105 0.360 38 Door 1: Glass 67 0.320 21 Door 2: Solid 20 0.140 3 Wall 2: Wood Frame, 16" o.c. 1372 19.0 0.0 73 Window 2: Vinyl Frame:Double Pane with Low-E 162 0.360 58 Basement Wall 1: Solid Concrete or Masonry 1002 11.0 0.0 69 Wall height: 7.8' Depth below grade: 6.0' Insulation depth: 7.8' Window 3: Wood Frame:Double Pane with Low-E 7 0.360 3 Floor 1: All-Wood Joist/Truss:Over Unconditioned Space 320 30.0 0.0 11 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 Construction Code requirements. When a Registered Design Professional has stamped and signed this page, they are attesting that to the best ofhis/her knowledge, belies; and professional Ljudgment, such lans or 'fications are compliance w in compliith this Code. / Builder/Designer Date `) l 4O oF N&Pv Ryq'w0'p/T A fil\n I I1 I R w w C? �O 7906� w� v ��FES S 10�P a REScheck Inspection Checklist New York State Faergy Conservation Construction Code REScheck So$ware Version 3.6 Release 2 DATE: 07/06/05 PROJECT TITLE: The Windhaven 24307B Bldg. Dept. Use Ceilings: [ ] 1. Ceiling 1: Flat Ceiling or Scissor Truss, R-30.0 cavity insulation Comments: [ ] 2. Ceiling 2: Cathedral Ceiling(no attic), R-30.0 cavity insulation . Comments: Above-Grade Walls: [ ] 1. Wall 1: Wood Frame, 16" o.c., R-19.0 cavity insulation Comments: [ ] 2. Wall 2: Wood Frame, 16" o.c., R-19.0 cavity insulation Comments: Basement Walls: [ ] 1. Basement Wall 1: Solid Concrete or Masonry, 7.8'ht/6.0'bg/7.8' insul, R-11.0 cavity insulation Comments: Windows: [ ] 1. Window 1: Vinyl Frame:Double Pane with Low-E, U-factor 0.360 For windows without labeled U-factors, describe features: #Panes Frame Type Thermal Break? [ ]Yes [ ]No Comments: [ ] 2. Window 2: Vinyl Frame:Double Pane with Low-E, U-factor. 0.360 For windows without labeled U-factors, describe features: #Panes Frame Type Thermal Break? [ ]Yes [ ]No Comments: [ ] 3. Window 3: Wood Frame:Double Pane with Low-E, U-factor: 0.360 For windows without labeled U-factors, describe£atures: #Panes Frame Type Thermal Break? [ ]Yes [ ]No Comments: Skylights: [ ] 1. Skylight 1: Vinyl Frame:Double Pane with Low-E, U-factor. 0.360 For skylights without labeled U-factors, describe features: #Panes Frame Type Thermal Break? [ ]Yes [ ]No Comments: Doors: [ ] 1. Door 1: Glass, U-factor. 0.320 Comments: [ ] I 2. Door 2: Solid, U-factor: 0.140 Comments: Floors: [ ] ( 1. Floor 1: All-Wood Joist/Truss:Over Unconditioned Space, R-30.0 cavity insulation Comments: Heating and Cooling Equipment: [ ] I 1. Furnace 1: Forced Hot Air, 92 AFUE or higher Make and Model Number Air Leakage: [ ] I Joints, penetrations, and all other such openings in the building envelope that are sources of air f leakage must be sealed. [ ] I 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: [ ] I Required on the warm-in-winter side of all non-vented framed ceilings, walls, and foors. I Materials Identification: [ ] I 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 far all installed heating and cooling equipment and service water heating equipment must be provided. [ ] I Insulation R-values, glazing U-factors, and heating equipment efficiency must be clearly marked on the building plans or specifications. Duct Insulation: [ ] I Supply ducts in unconditioned attics or outside the building must be insulated to R-11. [ ] I Return ducts in unconditioned attics or outside the building must be insulated to R-6. [ ] I Supply ducts in unconditioned spaces must be insulated to R-11. [ ] I Return ducts in unconditioned spaces(except basements)must be insulated to R- [ ] I 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 berated 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). [ ] I The HVAC system must provide a means for balancing air and water systems. I Temperature Controls: [ ] I Each dwelling unit has at lesat one thermostat capable of automatically adjusting the space temperature set point ofthe largest zone. Electric Systems: [ ] I Separate electric meters are required for each dwelling unit. r d ~ Fireplaces: [ ] Fireplaces must be installed with tight fitting noncombustible 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 a 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 T or chilled fluids below 55 OF must be insulated to the levels in Table 2. e Table 1 Minimum Insulation Thickness for Circulating Hot Water Pipes. Insulation Thickness in Inches by Pine Sizes Heated Water Non-Circulating R snouts Circulating Mains and R moms Temperature Fl ILb to It, 1.4V to 1.5"to 2.0" Over 2" 170-180 0.5 1.0 1.5 2.0 140-169 0.5 0.5 1.0 1.5 100-139 0.5 0.5 0.5 1.0 Table 2: Minimum Insulation Thickness for HVAC Pipes. Fluid Temp. Insulation Thickness in Inches by Pipe Sizes Piping System Types Range(F) 2"Runouts 1"and Less 1.25"to 2" 2.5,to 4" Heating Systems Low Pressure/Temperature 201-250 1.0 1.5 1.5 2.0 Low Temperature 120-200 0.5 1.0 1.0 1.5 Steam Condensate(for feed water) Any 1.0 1.0 1.5 2.0 CooT[ng 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)