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2005-486 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: P20050486 Date Issued: Wednesday, October 12, 2005 This is to certify that work requested to be done as shown by Permit Number P20050486 has been completed. Tax Map Number: 523400-301-019-0001-028-008-0000 Location: 20 EVANNA Dr Owner: CERRONE BUILDERS INC Applicant: CERRONE BUILDERS INC This structure may be occupied as a: Garage - 2 Cars Attached By Order of Town Board Single Family Dwelling TOWN OA 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 (EL 742 Bay Road,Queensbury,NY 12804-5902 (518) 761-8201 Community Development-Building& Codes (518) 761-8256 BUILDING PERMIT Permit Number: P20050486 Application Number: A20050486 Tax Map No: 523400 -0 - 000 Permission is hereby granted to CERRONE BUILDERS INC / For property located at: 324 QUAKER R in the Town of Queensbury,to con ruct or place at the above location in accordance wi ';ntoge er with plot plans and other information hereto filed and approved and in compliance with the NYSorm Building Codes and the Queensbury Zoning Ordinance. Tyne of Construction Value Owner Address: LEGACY LAND HONQS, LLC Garage-2 Cars Attached 50 COUNTRY CLUB 'QUEENSBURY NY0,4-0000 Single Family Dwelling $195,000.00 Total Value $195,000.00 t i J � I t i Contractor or Builder's Name /Address j Electrical Inspection Agency r i s' Plans& ecifications 2005-4 6 LOT 10 HSE#20 EVANNA DRIVE 1544 S FT SINGLE FAMILY DWELLING t, �A $225.28 PERMIT FEE PAID -THIS PERMIT EXPIRES: Thursday, July 13, 2006 (If a longer period is required,an application for an extension must be made to the code Enforcement Officer of the Town of Queensbury before the expiration date.) Dated at the Town of Queensbury; Wednesday, July 13, 2005 SIGNED BY for the Town of Queensbury. Director of Building&Code Enforcement w Check Residential Plan Review: One& Two Family Dwellings /N/N/A (2)Full sets of plans Over 1,500 sq. ft.—Stamped Design Loads On Plans: 90 Wind Floor Loads 40 psf 70 Ground Snow Load Sleeping Areas and Attics 30 psf Calculations: Window Schedule With Glass Size Door Schedule/Main Entrance 36"Door Emergency Escape Or Bedrooms and Habitable Space Above/Below grade,5.7 sq.ft. CGrade,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 NA 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 A- Winder Run and Rise ; ■ � Spiral Not Allowed From Story �1 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 I XY— 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 Application for Permit— Septic Disposal System Town of Queensbury 742 Bay Road Queensbury, NY 12804 (S18) 761-8256 1. OWNER INFORMATION: ............................................... .... .......__ Office Use Location of installation:ZAI /U �'INit/A File Permit No. . C, Tax Map No. �� /� Fee Paid Owner's Name: Address: A—//8tf 2. INSTALLER'S NAME 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 gabbdrm = �� Garbage Grinder Installed yes_ / no Xr Spa or Hot Tub Installed yes_ ! no X 4. PARCEL INFORMATION: (circle applicable information& indicate measurements) Topojua-ohy 5DilNature Ground Water Bedrock or Im ervious Material Domestic Water Su ltiI Flat sand at what depth ` at what depth municipal Rolling am feet I 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: 1000 gallon (min. size 1,000 gal.) Tile Field: each trench 6�5 ft. Total System Length: Seepage Pit(s): number of size of each: ft. by ft. Size of Stone to be used: # / depth or thickness feat 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 i Note: Alarm System and associated electrical work must be inspected by a Town approved electrical inspection agency. 7. SIGNATtiRE &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 Queen ry Sanitary Sewage Disposal Ordinance. Signature of responsible person Date Principal Structure Building Permit Application p g 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. 117- Applicant/Builder (-- 04Y-- 1 & L- Owner: Address: Address: Home Phone: Home Phone: Email Address: Email Address: `' f Cell Phone: Z---- Cell Phone: `"" FAX Phone: _�G,�. �f1LD� FAX Phone: Person responsible for supervision of work with respect to building and codes compliance: AName: � Phone Address: Location of proposed construction: Lot No. A9 Legal Address: 00 iQNI�iQ/� Tax Map Number: 30 t I Subdivision Name: 10 Estimated Cost of Construction: $Z&,()Ud Proposed construction is for: v_Residential Use ,Commercial Use Name of Business: eezo�A,(-- a4w i L If proposed construction is an addition, what will use of new addition be? New Addition Alteration Proposed Construction 10 Floor 2nd floor Other Total Proposed structure (Occupancy Type) Sq. Ft. sq.ft. Sq. Ft. Square feet Height Ft. 8 Sin i -Family Dwelling Two-Famt 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: 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 a licensed surveyor, drawn to scale, showing actual location of all w consttrr ction. it r i Date: � � � Applicant/tu do S 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: C�h Authorized Signature: L:\Sue Hemingway\Building.Permit.FORMS\Principal Structure Permit Application.doc V:12/14/04 OCT 12 2005 9: 33AM HP LRSERJET 3200 p. 2 .4 NACE X ENGINEERING, P.C. 169 Haviland Road, Queensbury, NY 12804 Phone-518-745-4400 Fax -518-792-8511 October 12, 2005 Job 446173 New York State Dept. of Health 77 Mohican Street Glens Falls,NY 12801 RE: Juniper Hill Subdivision- Queensbury(T) ` 20 Evanna Drive (Lot# 10) Septic System Dear Sir/Ma'am: This letter is to inform you that 1 inspected the completed septic system for the house at 20 Evanna Drive (Lot#10) in the Juniper Hill Subdivision on October 12, 2005. The septic system as installed was for a three bedroom house and consisted of a 1,000 gallon septic tank and 165 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., P.E. cc: Dave Hatin,Town of Queensbury Al Cerrone Queensbury Building & Code Enforcement - Residential Final Inspection,;)-- Office No.(518)761-8256 O Arrive: am/p Depart:�7 �vm Date Inspection request received: L 1 Inspector's Initials: NAME: PERMIT#: LOCATION: DATE: p TYPE OF STRUCTURE: < r Y N N/A Chimney Ht./"B"Vent/Direct Vent Location Fresh Air Intake 3 inch Plumb Vent through roof minimum 6" Roof Complete/Exterior Finish Complete Guard 30 in.or more a)stairs,decks,patios Guard at stairwell at 34 in. or more Guard at deck,porches 36 in.or more Exterior Finish Complete Interior/Exterior Railings 34 in.to 38 in. Platform at all exterior doors Interior Handrails stairs 2 or more risers Enclosed Stairs Sheetrock Underside minimum '/2" Gypsum Grade away from foundation 6 in.with 10 ft. Handrail Termination at Newell Post or Wall 6 inch clearance to sill plate Gas Valve shut-off exposed/regulator IV above rade Gas Furnace shut-off within 30 ft.or within line of site Oil Furnace shut-off at entrance to furnace area Fumace/Hot Water Heater operating Low water shut-off boiler Relief Valves installed/Heat Trap/Water Temp 110 Interior privacy/trim/doors/main entrance 36 in. 1 Bathroom/Kitchen watertight Safety lzin /Window in stairwells safety glazing Interior Smoke Detectors: Every level: i Every Bedroom: \ Outside every bedroom area: Inter Connected: / Battery backup: Carbon Monoxide Detector Bathroom Fans, if no window Plumbing fixtures Foundation insulation Floor truss,draft stopping finished basement 1,000 sf Emergency egress below grade 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 Enclosure Attic access 30 in.x 22 in.x 30 in.(ht.)In accessible area Crawl Spaces 18"x 2 "access, 1 s . ft.-150 s . ft. vents Buildin No./Addrefis vis b from road Final Electrical Site Plan / o c fired Final Survey Plot t Plan VA\ 1—� As Built Septic System/Sewer Dept. Inspection Sticker Vu Flood Plain Certification,if required Oka to issue C/C or C/O Temporary/Permanent L:\PamW\Building&Codes\lnspection Forms\Res. Final Inso. form 2.docLast printed 2/12/04 Final Survey Inspection Dept. of Community Development Town of Queensbury 742 Bay Road Queensbury,NY 12804 Date received: k D NAME: \ ,E2B�►J� LOCATION: PERMIT#: 7 oc - L19jo Final Survey Plot Plan Approved Denied The attached final survey has been received by the Dept.of Community Development. Upon review the curve haj been: Craig'-grown,Zoning Administrator Notes: L:1SueHemingway\Building.Codes.Inspection.FORMS\Fina1 Survey Zoning Administrator_doc MAP REFERENCE: MAP OF A SUBDIVISION MADE FOR MICHAEL DICKINSON DATED: JANU ARY 15, 2003 LAST REVISED SEPTEMBER 17, 2003 BY. DAVID J. BOLSTER FILED IN THE WARREN COUNTY CLERK'S OFFICE ON OCTOBER 7, 2003 IN PLAT B MAP NO. 238 r/ , / LOT #9 2 806z� 8„ 69 / N1 32 t -.7.3-- -) 'G9�, 33 GUSHED sT a t LOT #10 }'rl IONS 27, 153 sq ftIL 6. ! 0.62 acres 0 LANDS N/F OF ! SANDRA D. BUSTEED BOOK 1100 PAGE 50 O 14, '48-W c® ; LOT #11 �cy/-.qo o C. �s4135 LOT #12 o AN f/ Date: October 6, 2005 Du s �p ,MNAJM AD KPM L"OR ADDITION TO A IS A Map of a Survey made for Scate 1'=30' IMP MN OF A LICENSED NANO SURVEYORS.OF TH A 1 pw N°LATIOH OF SEC710"7200.SUB-OIVISfO"Y,OF THE & NEW VM S AIE EDUCATION UAW.' 'ONLY COPIES FRO/INC OMIYHAL OF INS SURVEY MAMU VAIN AN ORIOINAL W TIE LAW SURVEYORS eves SEAL SHALL NE S MIC n H RV YAUD TRUE COPIES. ARY GRACE G 0 U LD S—' 1 EMSIONC %R,R,GA„ASMWYA DIER�~N „WN DARED S. & M ENS SURVEY Q PREPARED N ACCORDANCE MIN THE Land Surveyors 0M s &y SAX Ce"M IM %WLLDRSADDPEE° ,O , BY THE NEW YM STATE ASSOMDO N W PROfE55NO& lAi1D SNt4flfORS.SAD CERTFTf)Al1ON5 SFNALL RIM OLY 70 THE PERSOH FOR MNON 111E SURVEY CS PREPARED.AND ON HIS BEHAS ID IIE'RM COMPANY.OCAIFANIENEAL AGDCYAM DMMIM USM •AND Town of Queensbury, Warren County, New York 169 Haviland Road Queensbury, New York 12804 70 THE ASMMS OF INC WONG INBniUAON.- GOULD (518) 792-8474 New York lAc. No. 50135 1 1 M NO. DATE DESCRIPTION DWG. NO.03283-10 309.19-1- Septic Inspection Report Office No.(518)761-8256 Date Inspection requ eiv Queensbury Building&.Code Enforcement Arrive: a epart: 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials NAME: P IT NO.: / 1 LOCATION: SPECT ON: (�— RECHECK: Comments and/or diagram Soil Type: an la Type of Water: Well Water Waterline se aration is ance ft. Well separation distance ft. Other wells: ft. Absorption Field: Total length ft. Length of each trench 5 ft. D th of trenches ft. Size of Stone A7— Seepage Pits: Number Size: x Stone Size: Piping Size Type Building to tank y 0b CJA Tank to Distribution Box Distribution Box ld/Pit `' T QVr— O nin Seale Partial End Caps Location/Separations Foundation to tank Foundation to absorption ft. aration its ft Conforms as perNot Plan Y Engineer R o As-Built Y VNEC�tJ System on Property: Front Rear Left Side Right Side t Middle Fr �Middle System Use Status: pproved I al A proved and needs to be re-inspected,please call the Building&Codes Office is roved Last revised 1/6/05 Rough Plumbing / Insulation Inspection Report Office No. (518) 761-8256 Date Inspection request received: fli Queensbury Building & Code Enforcement Arrive: am/ a-� am/pm ' 742 Bay Road, Queensbury, NY 12804 Inspector's Initials:am/ NAME: PERMIT #: Vi- LOCATION: t's,CT � IQ,INSPECT ON: • TYPE OF STRUUR : '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 A),¢ essure Test r Supply Piping AijrHead 50S.I for 15 minutes lation 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 e COMMENTS: LAPam Whiting\Building&Codes\Inspection Forms\Rough Plumbing Insulation Report.revised Nov 17 2003.doe Revised February 15,2005 Framing / Firestopping Inspection Report Office No.(518) 761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: am/p epart: am/pm 742 Bay Road, Queensbury,NY 12804 Inspector's Initials: 7/ J C � � NAME: 'n PERMIT#: J > LOCATION: _ - INSPECT ON: TYPE OF STRUCTURE: Y N N/A COMMENTS Framing Attic Access 22"x 30"minimum l��a V I Jack Studs/Headers �� a Bracing/Bridging Joist hangers Jack Posts/Main Beams Exterior sheeting nailed properly PC, 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 L� DR 5 Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation House side t/z inch or 5/8 inch Type X Garage side 5/8 inch Type X Ceiling/wall Windows Habitable Space/Bedrooms 24 in. (H) 20 in. (W) 5.7 sf above/below grade 5.0 sf grade .. Rough Plumbing a Insulation Inspection Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building & Code Enforcement Arrive: am/p Depart: am/p 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: 7. 1 4 NAME: PERMIT #: �� 0 LOCATION: .20 e\) INSPECT ON: 5 TYPE OF STRUCTURE: lr N N/A �4ough 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 ressure Test rl— n / Vent OAir Head .S.I. or 10 ft. above highest connection for 15 minutes Pressure Test Water Supply Piping A)o( � Y 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 proper) / No duct tape COMMENTS: LAPam Whiting\Building&CodesUnspection Forms\Rough Plumbing Insulation Report-revised Nov 17 2003.doc Revised February 15,2005 Framing / Firestopping Ins ectionRe ort Office No. (518)761-8256 Date Ins ection!re ec ved- Queensbury Building&Code Enforcement Arrive: e rt:742 Bay Road, Queensbury,NY 12804 Inspector's Initi NAME: PERMIT#: LOCATION: INSPECT ON: - � TYPE OF STRUCTURE: r2� 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 lts 6 ft. or less on center Ic nd 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 i Foundation Inspection Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: am/p Depart: anv`p 742 Bay Rd., Queensbury, NY 12804 Inspector's Initials: _ PERMIT#: (�! NAME: _._ LOCATION: _ - t 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 y of the concrete. Materials for this purpose on site. Foundation/Wallpour Reinforcement in Place Foundation Dampproofing Found n/Waterproofing of Dampproofing/W a r e Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil 2oly for wet areas under slab 1r' +s1 Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- __ Rough Grade 6 inch drop within 10 ft. L:1SueHemingwa)ABuil ding.Codes,InspectionTORMS\roundation Inspection Report.doc January 28,2003 Foundation Inspection Report �( 1 Office No. (518) 761-8256 Date Inspection request received: 1 .--- Queensbury Building&Code Enforcement Arrive: alru` Depart:azvpm 742 Bay Rd., Queensbury, NY 12804 Inspector's Initials: NAME: PERMIT PERMIT#: i = LOCATION: /('j �t,�-„n, # INSPECT ON: - TYPE OF STRUCTURE: Comments Y N N/A Footings Piers Monolithic Slab Reinforcement in Place ^ The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site. Foundation/Wallpour � L— Fi L4 Ac,,J� enforcement in Place / Foundation Dampproofing Foundation/Waterproofing Type of Dampproofing/Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inc above footing 6 1 polyfor wet areas under slab ckfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. LASueHemingway\Building.Codes,InspectionTORMSToundation Inspection Report.doc January 28,2003 Foundation Inspection Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building &Code Enforcement Arrive: am! /� / Depart: pm 742 Bay Rd., Queensbury, NY 12804 Inspector's Initials: 6V NAME: PERMIT#: JLQO 5-Ll R LOCATION: INSPECT ON: — TYPE OF STRUCTU E: Comments --�— Y N N/A ootings Piers Monolithic Slab Reinforcement in Placej� 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. I.:\,SueHentingway\Building.Codes.Inspection.FORMSToundation Inspection Report.doc January 28,2003 ------------------------------------------------ ------ Zd IVI=D JUN c9 0 2005 E N S B U R Y ul have on the d* DATE OF-r- NJ b 1 tK Permit Number REScheck Compliance Certificate Checked By/Date New York State Energy Conservation Construction Code REScheekSoftware Version 3.6 Release 1 Data filename:Untitled.rck ., . PROJECT TITLE:CERRONE BUILDERS, INC. Pu�l COUNTY:Warren TI)l r% STATE:New Yorkr HDD:7635 CONSTRUCTION TYPE:Detached 1 or 2 Family HEATING TYPE:Non-Electric WINDOW/WALL RATIO:0.09 DATE:06/22/05 DATE OF PLANS:6-7-05 PROJECT DESCRIPTION: 1543-H COMPLIANCE:Passes Maximum UA=332 Your Home UA=242 27.1%Better Than Code(UA) Gross Glazing Area or Cavity Cont. or Door Perim etgtR ValueR Value U-F UA Ceiling 1:Fiat Ceiling or Scissor Truss 776 30.0 0.0 27 Wall l:Wood Frame, 16"o.c. 1980 19.0 0.0 104 Window 1:Vinyl Frame:Double Pane with Low-E 141 0.350 49 Door 1:Glass 40 0350 14 Door 2: Solid 58 0.100 6 Basement Wall 1:Solid Concrete or Masonry 560 11.0 0.0 42 Wall height:7.6' Depth below grade:6.8' Insulation depth: 5.0' Floor 1:All-Wood Joist/Truss:Over Outside Air 8 19.0 0.0 0 Furnace 1:Forced Hot Air,90 AFUE Air Conditioner 1:Electric Central Air, 10 SEER COMPLIANCE STATEMENT: The proposed building 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 of his/her knowledge,belief,and professional judgment,such plans or specifications are in compliance with this Code. -44H /Designer Date �5' REScheck Inspection Checklist New York State Energy Conservation Construction Code REScheckSoftware Version 3.6 Release 1 DATE:06/22/05 PROJECT TITLE:CERRONE BUILDERS, INC. Bldg. Dept. Use I ( Ceilings: [ j ( 1. Ceiling 1:Flat Ceiling or Scissor Truss,R-30,0 cavity insulation ( Comments: ( ( Above-Grade Walls: [ ] ( 1. Wall 1:Wood Frame, 16"o.c.,R-19.0 cavity insulation ( Comments: { ( Basement Walls: [ ] ( 1. Basement Wall 1: Solid Concrete or Masonry,7.6'ht16.8'bg/5.0'insul, ( R-11.0 cavity insulation ( Comments: ( ( Windows: [ ] ( 1. Window 1:Vinyl Frame:Double Pane with Low-E,U-factor:0.350 ( For windows without labeled U-factors,describe features: ( #Panes Frame Type Thermal Break?[ j Yes[ ]No ( Comments: ( ( Doors: [ ] ( 1. Door 1:Glass,U-factor:0.350 ( Comments: [ ] ( 2. Door 2:Solid,U-factor:0.100 ( Comments: ( ( Floors: [ j ( 1. Floor 1:All-Wood Joist/Truss:Over Outside Air,R-19.0 cavity insulation ( Comments: ( ( Heating and Cooling Equipment: [ ] ( 1. Furnace 1:Forced Hot Air,90 AFUE or higher ( Make and Model Number [ ] ( 2. Air Conditioner 1:Electric Central Air, 10 SEER or higher Make and Model Number ( Air Leakage: [ ] Joints,penetrations,and all other such openings in the building envelope that are sources of air ( leakage must be sealed. [ ] ( Recessed lights must be 1)Type IC rated,or 2)installed inside an appropriate air-tight assembly j with a 0.5"clearance from combustible materials.If non-IC rated,the fixture must be installed with a I 3"clearance from insulation. I Vapor Retarder: [ ] Required on the warm-in-winter side of all non-vented framed ceilings,walls,and floors. I I Materials Identification: [ ) I 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 for all installed heating and cooling equipment and service water heating I equipment must be provided. [ ] Insulation R-values,glazing U-factors,and heating equipment efficiency must be clearly marked on the building plans or specifications. I 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. [ ] ( 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. I Duct Construction: [ ] I All joints,seams,and connections must be securely fastened with welds,gaskets,mastics(adhesives), I mastic-plus-embedded-fabric,or tapes. Tapes and mastics must be rated UL 181A or UL 181B. Exception:Continuously welded and locking-type longitudinal joints and seams on ducts 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 I temperature set point of the largest zone. I Electric Systems: [ ] Separate electric meters are required for each dwelling unit. Fireplaces: [ ] Fireplaces must be installed with tight fitting non-combustible fireplace doors. [ ) I Fireplaces must be provided with a source of combustion air,as required by the Fireplace construction I provisions of the Building Code of New York State,the Residential Code of New York State or I the New York City Building Code ,as applicable. I Service Water Heating: [ ] I Water heaters with vertical pipe risers must have a heat trap on both the inlet and outlet unless the water heater has an integral heat trap or is part of a circulating system. [ ] I Insulate circulating hot water pipes to the levels in Table 1. I Circulating Hot Water Systems: [ ) I Insulate circulating hot water pipes to the levels in Table 1. I Swimming Pools: [ ] I All heated swimming pools must have an on/off heater switch and require a cover unless over 20% 3 of the heating energy is from non-depletable sources. Pool pumps require a time clock. j Heating and Cooling Piping Insulation. [ ] HVAC piping conveying fluids above io OF or chilled fluids below 55 T must be insulated to the ( levels in Table 2. r Table 1: Minimum Insulation Thickness for Circulating Hot Water Pipes. Insulation Thickness in Inches by Pine Sizes Heated Water No0-Circulating RunaUJA Circulating MAjUs Wd jet gQv Temperature(Fl Up to 1" j1p to 1.25" 1.5"to 2.0" Over 2" 170-180 0.5 1.0 1.5 2.0 140-160 0.5 0.5 1.0 1.5 100-130 0.5 0.5 0.5 1.0 Table 2: Minimum Insulation Thickness for HVAC Pipes. Fluid Temp. Insulation Thickness in Inches h Pipe Sizes Ping system T es Range E j 2"Runouts 1"and Less 1.25"IQ 2" " 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 I.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)