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2005-582
TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 Community Development - Building & Codes (518) 761-8256 CERTIFICATE OF OCCUPANCY Permit Number: P20050582 Date Issued: Monday, March 13, 2006 This is to certify that work requested to be done as shown by Permit Number P20050582 has been completed. Tax Map Number: 523400-295-018-0001-012-000-0000 Location: 25 SUGAR PINE Rd Owner: JAMES & LINDA CAMPOPIANO Applicant: JAMES & LINDA CAMPOPIANO This structure may be occupied as a: Residential Addition By Order of Town Board TOWN OF QUEENSBURY Issuance of this Certificate of Occupancy DOES NOT relieve the property owner of the responsibility for compliance with Site Plan, Variance, or other issues and conditions as a result of approvals by the Director of Building&Code Enforcement Planning Board or Zoning Board of Appeals. TOWN OF QUEENSBURY (2t 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 Community Development-Building& Codes (518) 761-8256 BUILDING PERMIT Permit Number: P20050582 Application Number: A20050582 Tax Map No: 523400-295-018-0001-012-000-0000 Permission is hereby granted to: JAMES & LINDA CAMPOPIANO For property located at: 25 SUGAR PINE Rd in the Town of Queensbury,to construct or place at the above location in accordance with application together with plot plans and other information hereto filed and approved and in compliance with the NYS Uniform Building Codes and the Queensbury Zoning Ordinance. Tyne of Construction Value Owner Address: JAMES & LINDA CAMPOPIANO 25 SUGAR PINE Rd Residential Addition $60,000.00 QUEENSBURY, NY 12804 Total value $60,000.00 Contractor or Builder's Name /Address Electrical Inspection Agency WILLIAM HERLIHY 9 REARDON RD Ext QUEENSBURY, NY 12804-0000 Plans&Specifications 2005-582 560 sq ft RESIDENTAIL ADDITION(FAMILY ROOM) $75.00 PERMIT FEE PAID -THIS PERMIT EXPIRES: Friday, August 18, 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 of Qu nsbury; hursday, August 18, 2005 SIGNED B for the Town of Queensbury. Director of Bud ng& de Enforcement Application for Permit—Septic Disposal System Town of Queensbury 742 Bay Road Queensbury, NY 12804 (518) 761-8256 1. OWNER INFORMATION: ....................................................................................................................................... Office Use Location of installation: File Permit No. c", Tax Map No. Fee Paid Owner's Name: ,A I1'j e�Z C p-q►,Cj b CJ I A a7 7 .....................................................................: Address: 2. INSTALLER'S NAME �Y �5r `r w e, 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 4 x 130 gal/bdrm = p 1991 —present x 110 gal/bdrm = Garbage Grinder Installed yes_ / no k Spa or Hot Tub Installed yes_ / no ) 4. PARCEL INFORMATION: (circle applicable information&indicate measurements) Topography Soil Nature Ground Water Bedrock or Impervious Material Domestic Water Supply Pat, sand at what depth at what depth j�gnicipa Rolling 1p.-m _yam feet n feet well Steep slope clay if well; water supply _%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: gallon (min. size 1,000 gal.) Tile Field: each trench GO ft. Total System Length: Seepage Pit(s): number of size of each: a ft. by_�ft. Size of Stone to be used: # / depth or thickness oot 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 Queensb Sanitary ewage Disposal Ordinance. b)4 A�IJZW Ij1- /3 A-o S Signature of responsi le perso Date )Wll of (itl4wilsbtit•y st-w :rs :hill SGWilp.(.: Diswoq tl C.11:13)(rl• Appmulix t 1 All-80 )".1'10N. IN U.3,I 1) ST;1'/1RN110N 1tl�tlt?i1tl (�11�.N'1':l 0. ? < Pow) i�JEI 1. to tr�►r r:- r i lS�/4.1 t' 11 ✓ .r''� c�a .1 Sc t�t �. 71�1 IY. A%Vx'Avltw1 l 7. SIGNATURE &INFORMATION FOR'M116 s13, "rzxwvi,4 wimoo....,...y Permit No- rZOSSgp4 Building&Codes Office-Department of Community Development-Town of Queensbury Fee Paid �` 4 742 Bay Road,Queensbury,NY 12804 Recreation Fe Dave Hatin,Director codesQaueensbury net e Phone: (518) 761-8256 FAX: (518) 745-4437 Principal Structure Building Permit Application Application & Plans subject to review before issuance of a valid permit for construction Instructions: A permit must be obtained before beginning construction. No inspections will be made until the applicant has received a valid building permit. All applicants' spaces on this application must be completed and must appear on the application form. ( Applicant/Builder SA ic1&- ,r}y cl ct,G C J? -_ .__._.. Owner: _�l1/yt L S ,�,�I1�'D� C.�7 /��f 'Address: Address: P 0 Home Phone: — Home Phone: - 7 4 Email Address: C® Email Address: .i«►� 4�cz� e �z i1 Cell Phone: / �G 7 Cell Phone: 7�/L G FAX Phone: FAX Phone: 6-10 7Ite-,�2v r`i' Person responsible for supervision of work with respect to building and codes compliance: Name: Address: Phone Location of proposed construction: Lot No. Legal Address: Tax Map Number: Y,S o f Subdivision Name: �o , Estimated Cost of Construction: $ � Proposed construction is for: L/ Residential Use _Commercial Use 1I�1 ? — ZtI0 Name of Business: I` 4 �, ' Y If proposed construction is an addition,what will use of new addition be? 1=711 m i c y f ZOc a 1 New Addition Alteration Proposed Construction tst Floor 2^d floor Other Total Proposed structure (Occupancy Type) Sq.Ft. sq.ft. Sq.Ft. Square feet Height Ft.&in. Single-Family Dwelling _b L 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, Forced Hot Air, Baseboard, Other: Is a fireplace and/or woodstove being installed, please refer to a separate application. —Yes ZNo 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 Ylxi,(G ll new construction. Date: e x �. a ApP licav' Builder Signature: "" 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. Date: Authorized Signature: L:\Sue Hemingway\Building.Permit.FORMS\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:15 13 am/pm Date Inspection request received: _ Inspector's Initials: NAME: 1 > i PERMIT#: LOCATION: DATE: TYPE OF STRUCT RE: �- Comments Yes 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 OF 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 ed/regulator 18 inches above grade Interior privacy trim doors/main entrance 36 inches Bathroom/Kitc waterti ht Safety glazing/Win in st K wells safety glazing Interior Smoke De ctors: 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''/z"Gypsum Basement stairs closed rise>4 inches Garage Floor Pitched Garage fireproofing/%hour fire door/door closer Duct work Sealed properly Gas Logs in Sealed or Glass Enclosur Final Electrical Final Survey Plot Plan As Built Septic System/Sewer Dept.Inspection Sticker Site Plan /Variance re uir Flood Plain Certificatio re uired Okay to issue C/C qf /O[temporary/Permanent L:\Building&Codes Forms\Building&Codes\Inspection Forms\Residential Final Inspection Form revised I00405.doc Rough Plumbing / Insulation Inspection Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building & Code Enforcement Arrive: am/A art: ' S am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: NAME: PERMIT #: oZa LOCATION: N PECT ON: /G> TYPE OF STRUCTURE: F5 Y IN N/A Rough Plumbing / Nail Plates Plumbing Vent / Vents in Place 1 1/2 inch minimum Drain Size Washinq Machine Drain 2 inch minimum Cleanout every 100 feet/ change of direction Pressure Test Drain / Vent L� Air/ Head 5 P.S.I. or 10 ft. above highest connection for 15 minutes Pressure Test Water Supply Piping A Head Air 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 Forms\Rough Plumbing Insulation Report.revised Nov 17 2003.doe Revised February 15,2005 Rough Plumbing / Insulation Inspection Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building & Code Enforcement Arrive: am/pjn Depart: 1 t�n am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: � C NAME: �m \G��-Q� PERMIT #: L-1/v J LOCATION: INSPECT ON: TYPE OF STRUCTURE: 1(�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/ H ad . .I for 15 minutes nsulation / Residential Check / Commercial Check Proper Vent Attic Vent Duct / Hot Water Piping Insulation If required unheated spaces Combustion Air Supply for Furnace Duct work sealed properly / No duct tape COMMENTS: LAPam Whiting\Building&CodesUnspection Forms\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: f r--- Queensbury Building&Code Enforcement Arrive: am/p epart: m/pm 742 Bay Road, Queensbury,NY 12804 Inspector's Initials: NAME: 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 %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 topping 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 J 0 1 Office No. (518) 761-8256 Date Inspection request received: 1 Queensbury Building&Code Enforcement Arrive: a Depart: am/pm j S' 742 Bay Road,Queensbury,NY 12804 Inspector's Initial*C Z NAME: Qp&VV PERMIT#: LOCATION: INSPECT ON: CC TYPE OF STRUCTURE: Qj Y N N/A raming COMMENTS Attic Access 22"x 30"minimum Jack Studs/Headers r � Bracing/Bridging /V 5/}�1� Joist hangers Jack Posts/Main Beams J� (A. �L.�q af✓�' ll�(L> 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 1/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 otl 6-0 Framing / Firestopping Inspection Report Office No. (518) 761-8256 Date Inspection request received: I&A 3 Queensbury Building&Code Enforcement Arrive: am/pm Depart." '40 m 742 Bay Road,Queensbury,NY 12804 Inspector's Initials:KAJ-'� l-�1© PERMIT# � NAME: : , LOCATION: _Si ',�� .. INSPECT ON: 7 Jv,� TYPE OF STRUCTURE: 0 / 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) lb gauge 8) 16D nails each side Draft stopping 1,000 sq. ft. floor trusses Anchor Bolts 6 ft. or less on center an wa er s r 24 inches from wall Fire separation 1, 2, 3 hour Fire wall 2, 3,4 hour Firestopping Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation House side %2 inch or 5/8 inch Type X Garage side 5/8 inch Type X Ceiling/wall Windows Habitable Space/Bedrooms 24 in. (H) 20 in. (W) 5.7 sf above/below grade 5.0 sf grade Foundation Inspection Report Office No. (518) 761-8256 Date Inspection requ t eive Queensbury Building &Code Enforcement Arrive:G_tZ0 a Depa anv' 742 Bay Rd., Queensbury, NY 12804 Inspector's Initials: NAME: OERMIT #: — LOCATION: ✓INSPECT ON: —Z TYPE OF STRUCTURE: Comments y N N/A Footings Piers Monolithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site. Foundation/Wallpour Reinforcement in Place Foundation Dampproofing Foundation/Waterproofing Type 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�oundation Insulation Interior Exterior R- Rough Grade 6 inch drop within 10 ft. L:\SueHemingway\Building.('Wes.Inspection.FORMS\foundation Inspection Report.doc January 28,2003 f 3 2 Foundation Inspection Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: anvpm De art: iydpm - 742 Bay Rd., QueensbUry, NY 12804 Inspector's Initials: NAME: F?i 5!�L- PERMIT#: 2, LOCATION: INSPECT ON: TYPE OF STRUCTURE: Comments Y N N/A Footings Piers Monolithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. ater a s for this purpose on site. Yr Z Foun ion Wallpour V R-etnt6r-cement 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. L:\SucHemingwa)\BLIjIding,Codes.Inspection.FORMS\I-'oundation Inspection Report.doc January 28.2003 Foundation Inspection Report Office No. (518)761-8256 Date Inspection request received: Queensbury Building &Code Enforcement Arrive: am/pm �,{� Depart: (� 742 Bay Rd., Queensbury, NY 12804 Inspector's Initials: ;/�'/ NAME: IU,�,G+16ZkA 4 PERMIT#: LOCATION: 2 INSPECT ON: TYPE OF STRUCTURE: Comments FVZ N_ N/A Footings Piers Monolithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing �p for 48 hours following the placement of the concrete. Materials for this purpose on site. j Foundation/Wallpour � Reinforcement in Place Foundation Dampproofing Foundation/Waterproofing Type of Dampproofing!Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing / 6 mil poly for wet areas under slab Backfill.Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. I.:\SueHemingway\Building.C'odes,Inspection.FURMS\Foundation Inspection Report.doc January 28,2003 a Foundation Inspection Report Office No. (518) 761-8256 Date Inspection request received: P Queensbury Building &Code Enforcement Arrive: am/pm Depart. ' in 742 Bay Rd., Queensbury, NY 12804 Inspector's Initials: NAME: l,�-+ G{ a lCt tti U (JC%S �_ �" _ (l PERMIT#: _ LOCATION: ,n INSPECT ON: TYPE OF STRUCTURE: t d t' / Commen --- �� --— Y N N/A Footings iers Monolithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site. Foundation/Wallpour Reinforcement in Place Foundation Dampproofing Foundation/Waterproofing — Type of Dampproofing/ Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poLy.for wet areas under slab _ Backfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. LASueHemingway\Buiiding.Codes.InspectionTORMSToundation Inspection Report.doc January 28,2003 Septic Inspection Report Office No. (518)761-8256 Date Inspection r uest a iv „, Queensbury Building&Code Enforcement Arrive: am/ art in 742 Bay Rd., Queensbury,NY 12804 Inspector's Ini ials: NAME: C�`t`� � � RMIT NO.: LOCATION: SPECT ON: _ RECHECK: �' Z Comments and/or diagram Soil Type: an 1 Type of unici /Well Water Waterline separatien1Rstance ft. Well separation distance ft. Other wells: ft. Absorption Field: Total length ft. Length of each trench Depth of trenches ft. Size of Stone Wil Seepage Pits: Number Size: x Stone Size: Piping Size Type Building to tank Tank to Distribution Box ti C� Distribution Box to Field 1 Pit Opening Seale artial 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 ear Left Si might Side ;Use ddle Fro addle Rear S stem St us• Approved Partial Approved and needs to be re-inspected,please call the Building& Codes Office Disapproved Last revised 1/6/05 Framing / Firestopping Inspection Report Office No. (518) 761-8256 Date Inspection re est r ive = Queensbury Building& Code Enforcement Arrive: _ pm D art: �m� 742 Bay Road, Queensbury, NY 12804 Inspector's Initia s: ✓ �� NAME: C-B ORI A OC) PERMIT#: W7, LOCATION: '1A Z INSPECT ON: TYPE OF STRUCTURE: Y N N/A COMMENTS Framing , C- ?A=-PQA .ter_ Jack Studs/Headers V Q ©%DS�>ua— *`' cC—>a L-f\t-\ Bracing/Bridging \AF0- �Q � Joist hangers W� 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 snow 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 L:\SueHemingway\Building.Codes.Inspection.FORMS\Framing Firestopping Inspection Report.doc January 28,2003 J i I Septic Inspectiojonr R Office No.(518)761-8256 Date Ins r c v Queensbury Building&Code Enforcement Arrive:742 Bay Rd.,Queensbury,NY 12804 InspectoNAME: C,P, _ T NO.:LOCATION: � ,s�;� j� t —QCT ON: RECHECK: Comments and/or diasram 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 Status- Approved Partial Approved and needs to be re-inspected,please call the Building& Codes Office Disapproved Last revised 1/6/05 Septic Inspection Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: apart: m/pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials. - r NAME: --�C�;r`�_ ��; PERMIT NO.: LOCATION: G ,f RECHECK: INSPECT ON: `- 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: $. Absorption Field: Total length ft. Length of each trench ft. Depth of trenches ft. Size of Stone Seqpage Pits: Number Size: x Stone Size: -riping 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 0 Ir Location of System on Property: Front Rear Left Side Right Side Middle Front Middle Rear System Use Status: proved artial Approved and needs to be re-inspected,please call the Building&Codes Office Disapproved Last revised 1/6/05 Septic Inspection Report Office No.(518) 761-8256 Date Inspection request received: Queensbury Building&.Code Enforcement Arrive: a e rt. 742 Bay Rd., Queensbury,NY 12804 Inspector's Initials. NAME: PERMIT NO.: 7 LOCATION: /iuG— INSPECT ON: RECHECK: Comments and/or di Soil Type: Sand/Loam/Clay Type of Water: Municipal/Well Water Waterline separation distance ft• �j Well separation distance ft. Other wells: ft. L o cz-47-j 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 Cape 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 Status: proved artial Approved and needs to be re-inspected,please call the Disapproved Last revised 1/6/05 r JULclT 2, 9 2GG5 4_ 3 I 0 1 i E i 1 , a S — x371 3Y Permit Number REScheck Compliance Certificate Checked By/Date 2000 IECC REScheck Soilware Version 3.6 Release 2 Data filename: CAProgram Files\Check\REScheck\CAMPOPIANO.rek PROJECT TITLE: CAMPOPAINO CITY: Glens Falls STATE: New York HDD: 7635 CONSTRUCTION TYPE: Single Family WINDOW /WALL RATIO: 0.26 DATE: 09/29/05 DATE OF PLANS: 9-29-2005 PROJECT DESCRIPTION: ADDITION DESIGNER/CONTRACTOR: WILLIAM HERLIHY 9 REARDON RD. QUEENSBURY, NY 12804 PROJECT NOTES: UP DATE OF ORIGINAL PLANS COMPLIANCE: Passes Maximum UA= 189 Your Home UA= 178 5.8%Better Than Code(UA) Gross Glazing Area or Cavity Cont. or Door Perimeter R Value -Value -F cto Tom, Ceiling 1: Flat Ceiling or Scissor Truss 606 38.0 0.0 17 Skylight 1: Wood Frame-.Double Pane with Low-E 26 0.320 8 Wall 1: Wood Frame, 16" o.c. 941 19.0 0.0 42 Window 1: Wood Frame:Double Pane with Low-E 203 0.320 65 Door 1: Glass 40 0.330 13 Basement Wall 1: Solid Concrete or Masonry 521 13.0 0.0 33 Wall height: 7.1' Depth below grade: 6.0' Insulation depth: 7.0' Furnace l: Forced Hot Air, 93 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 REScheckV ion 3.�hecldist. Release 2 (formerly MECcheck) and to comply with the mandatory requirements li�te d in the RESch pectin ' i Builder/Designer U 1 Date L° U REScheck Inspection Checklist 2000 IECC REScheck Soltware Version 3.6 Release 2 DATE: 09/29/05 PROJECT TITLE: CAMPOPAINO Bldg. { Dept. { Use { { { Ceilings: ( ) { 1. Ceiling 1: Flat Ceiling or Scissor Truss, R-38.0 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, 7.1'ht/6.0'bg/7.0' insul, { R-13.0 cavity insulation { Comments: { { Windows: [ ] { 1. Window l: Wood Frame:Double Pane with Low-E, U-factor. 0.320 { For windows without labeled U-factors, describe katures: { #Panes Frame Type Thermal Break? [ ] Yes [ ]No { Comments: { { Skylights: [ ) { 1. Skylight 1: Wood Frame:Double Pane with Low-E, U-factor. 0.320 { For skylights without labeled U-factors, describe Eatures: { #Panes Frame Type Thermal Break? [ ]Yes [ ]No Comments: { { Doors: [ ] { 1. Door 1: Glass, U-factor. 0.330 { Comments: { { Heating and Cooling Equipment: [ ] ( 1. Furnace 1: Forced Hot Air, 93 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. If non-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 manuficturds installation instructions. [ ] Materials and equipment must be identified so that compliance can be determined. [ ] I Manuficturer manuals for all installed heating and cooling equipment and service water heating equipment must be provided. [ ] Insulation R-values, glazing U-fictors, 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 181 A or UL 181 B. 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. 4 Temperature Controls: [ ] Thermostats are required for each separate HVAC system. A manual or automatic means to partially restrict or shut of the 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 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: [ ] Al heated swimming pools must have an on/offheater switch and require a cover unless over 20% of the heating energy is from non-depletable sources. Pool pumps require a time clock. Heating and Cooling Piping Insulation: [ ] HVAC piping conveying$uids above 105 °F or chilled fluids below 55 T must be insulated to the levels in Table 2. Table 1: Minimum Insulation Thickness for Circulating Hot Water Pipes. Insulation Thickness in Inches 4 Pines Sizes Heated Water Non-Circulatine Runo is Circulating Mains and Runouts T emperature U12 to V Up to 1,25" 1.5" to 2.0" Over 2" 170-180 0.5 1.0 1.5 2.0 140-169 0.5 0.5 1.0 1.5 100-139 0.5 0.5 0.5 1.0 Table 2: Minimum Insulation Thickness for HVAC Pipes. Fluid Temp. Insulation Thickness in Inches by Pipe Sizes Piping System Types Range,(F) 2" Runouts 1" and Less1.25" 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)