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2008-640 TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518) 761-8201 4E Community Development- Building &Codes (518) 761-8256 CERTIFICATE OF OCCUP-A-N- CY Permit Number. P20080640 Date Issued: Monday, November 09, 2009 This is to certify that work requested to be done as shown by Permit Number P20080640 has been completed. Location: 5 PARK VIEW Ave Tax Map Number. 523400-302-014-0003-049-000-0000 Owner. HAL & DEANNA PAYNE Applicant: HAL & DEANNA PAYNE This structure maybe 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&Cod E nforNment 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: P20080640 Application Number. A20080640 Tax Map No: 523400-302-014-0003-049-000-0000 Permission is hereby granted to: HAL& DEANNA PAYNE For property located at: 5 PARK VIEW Ave 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: HAL& DEANNA PAYNE Residential Addition $17,000.00 5 PARK VIEW Ave QUEENSBURY, NY 12804 Total value $17,000.00 Contractor or Builders Name/Address Electrical Inspection Agency Plans &Specifications 2008-640 200 SQ FT RESIDENTIAL ADDITION $75.00 PERMIT FEE PAID- THIS PERMIT EXPIRES: Tuesday, December 29, 2009 (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 wn o ee urn da o December 29, 2008 SIGNED BY for the Town of Queensbury. Director of Building&Code Enforcement I / ...................................................................................., f...................... . i" .OFFICE USE ONLY ' TAX MAP NO { PERMIT NO. ; — oo �} FEES: PERMIT J RECREATION ENGINEERING DEC ,} o (If applicable) ; ; PRINCIPAL STRUCTURE: APPLICATION FOR ZONING APPROVAL & BUILDING PERMIT A PERMIT MUST BE OBTAINED BEFORE BEGINNING CONSTRUCTION. APPLICATION IS SUBJECT TO REVIEW BEFORE ISSUANCE OF A VALID PERMIT FOR CONSTRUCTION. APPLICANT/BUILDER: 4ML-F `/S OWNER: 1, G ?,e A-"g ADDRESS: Z W0Q6LVtie-t4- A S, 4/,i(eYA5Z &ADDRESS: f- .4L4,L&1/.- jw 4i✓ PHONE NOS. c--/ �/�P2-3 '/577(o ?'.`' c'a cn7Z�," PHONE NOS. 15-1;5 V6) 6013,9 CONTACT PERSON FOR BUILDING &CODES COMPLIAN E: ���,s� PHONE: 2�p 07Z S- LOCATION OF PROPERTY: fi e- , w `f rt' e._. __,,. HAS THERE BEEN A SITE PLAN REVIEW; VARIANCE OR SUBDIVISION APPROVAL? ❑ YES ❑ NO IF SO, INDICATE APPLICATION NO. AND DATE OF APPROVAL: PLEASE INDICATE MEASUREMENTS AS REQUIRED BELOW: CHECK ALL THAT z o I-- APPLY TO YOUR z LL p a Cl w w cn PROJECT p OJ O = _ CL W -ju- 1 = H 000 W J Wd z d F- H OF= WWZ z Q Q (n N (n O LL. F- LL n. = 06 SINGLE FAMILY z-00 / TWO-FAMILY MULTI-FAMILY (NO. of UNITS ) TOWNHOUSE BUSINESS OFFICE RETAIL- MERCANTILE FACTORY OR INDUSTRIAL ATTACHED GARAGE(1,2,3) OTHER IF COMMERCIAL OR INDUSTRIAL- NAME OF BUSINESS: ESTIMATED CONSTRUCTION COST: / 7 000 of FUEL TYPE: HEAT TYPE:A)trj -rr4 *HOW MANY FIREPLACE(S): AND/ OR WOODSTOVES(S): ZONING CATEGORY: ARE THERE WETLANDS ON THIS SITE? IS THIS A HISTORIC SITE? MID PROPOSED USE OF BUILDING OR ADDITION: ''f f V6 *Please complete a separate Application for"Fuel Burning Appliances&Chimneys"available in our office Town of Queensbury - Conimunihj Development Office • 742 Bay Road, Queensbury, NY 12804 B 3-LGL 11-05 ARE THERE STRUCTURES NOT SHOWN ON PLOT PLAN? ARE THERE EASEMENTS ON PROPERTY? I acknowledge no construction activities shall be commenced prior to issuance of a valid permit. I certify that the application, plans, and supporting materials are a true and complete state me nt/d escri ptio n of the work proposed, that all work will be performed in accordance with the NY State Building Codes, local building laws and ordinances, and in conformance with local zoning regulations. I acknowledge that prior to occupying the facilities proposed, I or my agents will obtain a certificate of occupancy. I also understand that I/we are required to provide an as-built survey by a licensed land surveyor of all newly constructed facilities prior to issuance of a certificate of occupancy. a I have rea7an�agree .the ab ve. 'r Signed " Director of Building & Codes: 76 6 (for questions regarding Building Permits, construction codes or septic systems) Zoning Administrator: 761-8218 (for questions regarding required permits, the permit process, application requirements or to schedule an appointment) Permission is hereby granted to the above This application / proposed action described Applicant to erect or alter the building ; herein is found to be in accordance with the described herein in accordance with said zoning Laws of the Town of Queensbury. 01 Application: ' 10 , , 1 , , BUILDING & CODES APPROVAL ; % ZONING APPROVAL ` , , DATE ; DATE 01 , QUESTIONS 7 CALL 761-8256 OR EMAIL codesC&-aueensbury.net Office Use Only VISIT OUR WEBSITE FOR MORE INFORMATION www.clueensbury.net Operating Permit Issued:: Yes Occupancy Type:'I 'T_Construction Classification: Assembly Occupancy Limit: Special Conditions: Toum of Queensbury - Community DeveloprneW Office - 742 Bali Road, Queerisbury, NY 12804 Queensbury Building.& Code Enforcement - Residential Final I ection Office No. (518) 761-8256 Arrive: a arnippl Date Inspection request received: t inspector's Initials: , C 2w NAME: N PE #: © � Yo. LOCATION: - ✓ - uJ D T TYPE OF STRUCTURE: Comments: -At- N/A 4" 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 Handrail 4 or more risers 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/Extedor Railings 34 inches to 38 inches Deck Bracing/Handica d Ramp Compliant Grade away from foundation 6 inches with 10 feet 6 inch clearance to sill plate Gas Valve shut-off!Lxposed!Mulator 18 inches above grade Interior privacy/trim/doors/main entrance 36 inches Bathroom/Kitchen waterti ht Safety lazin /Window in stairwells safety glazing_ Interior Smoke Detectors/Carbon Monoxide Detectors Every level: Every Bedroom: Outside every bedroom area: Inter Connected: Battery backup: Attic access 30 inches x 22 inches x 30 inches(height)in accessible area Crawl Spaces 18 inch x 24 inch access, 1 sq.ft.-150 s .ft.vents Bathroom Fans,if no window Plumbing fixtures Foundation insulation/Insulation Certification Floor truss,draft stopping finished basement 1,000 s .R. Emergency ress below arade Gas Furnace shut-off within 30 feet 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 Tra I Water Temp 110 Enclosed Stairs Sheetrock Underside minimum IN Gypsum Basement stairs dosed rise>4 inches Garage Floor Pitched Gareae fireproofing/%hour fire door/door closer Duct work Sealed properly Gas Logs in Sealed or Glass Enclosure Final Electrical Final Survey Plot Plan Arc fault Breaker in Bedrooms Flex Gas Pipe Bon( As Built Septic System/Sewer Dept. Inspection Sticker Site Plan /Variances required Flood Plain Certification,if required_ Okay to issue C I C or C 10 Tem ra erma L:\Building&Codes Forms\Building&Codes\Inspection FormsWesidential Final Inspection Form revised—100405.doc;Revised January 7,2008;Revised 6/26/08 1 00 1 Rough Plumbing / Insulation Inspection Report Office No. (518) 761-8256 Date Inspection requ Queensbury Building &Code Enforcement Arrive: 12--k ka rt: _�2-Z a� 742 Bay Road, Queensbury, NY 12804 Inspector's Initia NAME: '+ _ LOCATION: _ FT A\JE�- INSPECT ON: y -7 9 z�2 TYPE OF STRUCTURE: Y N NIA Rough Plumbing/Nail Plates Plumbing Vent I Vents in Place 1 i4 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 Tyvek or Similar Exterior Sealant Proper Vent, Attic Vent Door/Window Sealed No Insulation Duct/Hot Water Piping Insulation If mquired unheated spaces Combustion Air Supply for Furnace Duct work sealed properly/No duct tape COMMENTS: Rough Plumbing Insulation Report.revised Nov 17 2003, revised February 15,2005, revised January 7,2008 Rough Plumbing / Insulation Inspection Report Office No. (518) 761-8256 Date Inspection req edQueensbury Building Code Enforcement Arrive: c ,!,e art: �742 Bay Road, Queensbury, NY 12804 Inspector's InitiNAME: _ PA`� PE #:LOCATION: ESPAR16,Nt t.l �1 !NSCT ON: LA-ZS -0 Q TYPE OF STRUCTURE: Y N N/A Rough Plumbing /Nail Plates Plumbing Vent/Vents in Place 1 % 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 \)k�o�� Tyvek or Similar Exterior Sealant Proper Vent, Attic Vent Door/Window Sealed No Insulation) — �� Duct/Hot Water Piping Insulation uSI� If required unheated aces Combustion Air Supply for Furnace Duct work sealed properly/No duct tape COMMENTS: Rough Plumbing Insulation Report.revised Nov 17 2003, revised February 15,2005, revised January 7,2008 COMMON!:IFALTH ELECTRICAL INSPECTION SERVICE,INC. Main Office 176 Doe Run Road-Manheim,PA 17545 MUNICI?4L CERTIFICATE ELECTRICAL APPROVAL Permit No. la-,_00, ��- 902 5473 cut-in Card No..................................... Owner........ W1****.;­.1: ............ ...................... Location... 04 ...... ......... .. ...... ... ....... InstallationConsisting of..............................................................................................................41......... ...............................................................................0.......................................... 10�1... 7- ....e . ......................... ................ .........;7' . ... .. ......................... Installed ..............................................Lic.No................................................... The con following governed the issuance of this certificate,and any certificate previously issued is cancelled:- This certificate only covers the electrical equipment and " tall tion conditions as of date. Upon the /Alshall introduction of additional equipment or alterations,al plicat_ be promptly made for inspection. Inspectors of this Company shall have the privilege ma i g inspections a any time, and if its rules are v)dlatLd,the Company shall have the right t vok 's certific ............ INSPECTOR .... . .. ............. . . ... ... ... . ................................ mber F. . I. . . Foundation Inspection Report Office No.(518)761-8256 Date Ins tion r . i Queensbury Building&Code Enforcement Arrive: %part: I �rrr 742 Bay Rd.,Queensbury,NY 12804 Inspector's Ini NAME: #; (� 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. Materials for this purpose on site. Foundation/Wallpour Reinforcement in Place Footing Dowels or Keyway in place Foundation Dampproofing Foundation Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab Backfill Approval Plumbing Under Slab !� PVC/Cast/Copper �. �4 INXter Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\BuNding&Codes Forms\Building&Codes\Inspection Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM Foundation Inspection Report Office No.(518)761-8256 Date Inspection u t ived: Queensbury Building&Code Enforcement Arrive: \ Depart: �� m 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initial NAME: P T#: LOCATION: J PECT ON: TYPE OF STRUCTURE: Comment 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 Footing Dowels or Keyway in place Foundation Dampproofing Foundation Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab Backfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\Building&Codes Forms\Building&Codes\Inspection Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM 10 --1Z— Framing / Firestopping Inspection Report --�— \ �J eHN Office No. (518) 761-8256 Date Inspection Queensbury Building &Code Enforcement Arrive: a m part: I a 742 Bay Road, Queensbury, NY 12804 Inspector's In' gals i�- NAME: PERMIT# — LOCATION: I E I INSPECT ON: — TYPE OF STRUCTURE: UZ> Y N WA COMMENTS: Framing Attic Access 220 x 31Y 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 Exterior Deck Bracing 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 2 Anchor Bolts 6 ft. or less on center Ice and water shield 24 inches from wall Fire separation 1, 2, 3 hour Fire wail 2, 3, 4 hour Firestopping Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation House side's inch or 5/8 inch Type X Q Garage side 5/8 inch Type X Ceiling/wall Windows Habitable Space/Bedrooms 24 in. (H) 20 in. eM 5.7 sf above/below grade _ 5.0 sf grade LABuilding 6 Codes Forms-OMBuilding&CodesYnspection FomnsTraning Firestopping Inspection Report.doc Revised January 7,2008 Foundation Inspection Report Office No.(518)761-8256 Date Ins lion re s ved: Queensbury Building&Code Enforcement Arrive: = a Depart: \\- 742 Bay Rd.,Queensbury,NY 12804 Inspector's Ini NAME: .._ -l =s a�.. PERMIT#: --'��"'��-'�(,-=:. LOCATION: n*> INSPECT ON: 7— z n p TYPE OF STRUCTURE: Comments Y N NA Footings Piers Monolithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site. Foundation/Wallpour Reinforcement in Place Footing Dowels or Keyway in place lotion Dampproofmg Foundation Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 wet areas under slab Il Approval �j Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\Building&Codes Forms\Building&Codes\InWxdm Forms\Foumbtlon Inspection Report.doc Last printed 12/20/2005 9:24:00 AM Foundation Inspection Report Office No.(518)761-8256 Date Inspection 5red: Queensbury Building&Code Enforcement Arrive: Depart: 742 Bay Rd.,Queensbury,NY 12804 Inspector's IniNAME: P LOCATION: INSPECT ON: — TYPE OF STRUCTURE: CoMmenta 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 se on site. oundation/Wallpour Reinforcement in Place Footing Dowels or Keyway in place Foundation Dampproofing Foundation Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil po1 for wet areas under slab Backfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\Building&Codes Forms\Building&CodeAlrispection Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM Foundation Inspection Report Office No.(518)761-8256 Date Inspection req e v Queensbury Building&Code Enforcement Arrive: p Depart: a pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials NAME: \ -- LOCATION: PECT 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 Reinforcement in Place Footing Dowels or Keyway in place Foundation Dampproofmg Foundation Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab Backfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\Building&Codes Forms\Building&Codes\lnspecdon Forms\Foundatlon Inspection Report.doc Last printed 12/20/2005 9:24:00 AM Foundation Inspection Report Office No.(518)761-8256 Date Ins tion t ed: Queensbury Building&Code Enforcement Arrive: r Depart: 1 ►vaml in l 742 Bay Rd.,Queensbury,NY 12804 Inspector s Initial NAME: PE #: J Z L� LOCATION: INSP CT ON: TYPE OF STRUCTURE: Comment 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 Footing Dowels or Keyway in place Foundation Dampproofing Foundation Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab Backfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\Building&Codes Forms\Building&Codes\Inspection Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM AAA- Foundation Inspection Report Office No.(5 18)761-8256 Date Ins , tion re iv Queensbury Building&Code Enforcement Arrive: L Depart 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initi s: NAME: T#: LOCATION: oa,(14 L/ -yvjE, SPECT ON: TYPE OF STRUCTURE: COLIM008 Footings Y N A/A Piers Monolithic Slab Reinforcement in Place 1bV The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this p2Mse on site. Foundation/Wallpour Reinforcement in Place Footing Dowels or Keyway in place Foundation Dampproofing Foundation Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under Slab Backfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\Buildin(j&Codes FormsWullding&C0deS\1nsPect10n FOrmsWoundation Inspection RePort-d0c Last printed 12/20/2005 9:24:00 AM f REScheck Software Version 4.1.3 Compliance Certificate Project Title: PLAN NO. 080608 Report Date:09/19/08 Data filename:D:\RES-CHECK\080609 PAYNE-5 PARK VIEW,QUEENSBURY.rck Energy Code: 2007 New York Energy Conservation Construction Code Location: Warren County, New York Construction Type: Detached 1 or 2 Family Heating Type: Non-Electric Glazing Area Percentage: 34% Heating Degree Days: 7635 Construction Site: Owner/Agent: Designer/Contractor: 5 PARK VIEW HAL&DEANNA PAYNE DANIEL WILLIAMS QUEENSBURY,NY 12804 5 PARK VIEW WILLIAMS&WILLIAMS DESIGNERS QUEENSBURY,NY 12804 509 GLEN STREET 518-761-0133 GLENS FALLS,NY 12801 518-798-4687 Compliance: Compliance:2.8%Better Than Code Maximum UA:71 Your UA:69 AssemblyGross Cavity Cont. Glazing UA D.. Perimeter U-Factor Ceiling 1:Cathedral Ceiling(no attic) 210 38.0 0.0 6 Wall 1:Wood Frame, 16"o.c. 83 19.0 0.0 3 Door 1:Glass 39 0.320 12 Wall 2:Wood Frame, 16"o.c. 137 19.0 0.0 6 Window 2:Wood Frame:Double Pane with Low-E 32 0.320 10 Basement Wall 1:Solid Concrete or Masonry 82 13.0 0.0 6 Wall height:8.0' Depth below grade:4.0' Insulation depth:8.0' Window 1:Wood Frame:Double Pane with Low-E 7 0.320 2 Basement Wall 2:Solid Concrete or Masonry 28 10.0 0.0 3 Wall height: 1.3' Depth below grade: 1.3' Insulation depth:1.3' Floor 1:Slab-On-Grade:Heated 30 10.0 21 Insulation depth:6.0' Boiler 1:Other(Except Gas-Fired Steam)92 AFUE The proposed building represented in this document is consistent with the bull p ns,specifications,and other calculations submitted with this permit application.The proposed systems have been desi to me e 0 ICw York Fnergy Conservation Construction Code requirements.When a Registered Design Professional has st m d nd i ne t spa e,they are attesting that to the best of his/her kn wledge,belief,and professional judgment ch plans or specific do e i m li ce s Code. AV1 N me-Title SigrkVUreV 6ate a i O Project Title: PLAN NO. 080608 Report date: 09/19/08 Data filename: D:\RFS-CHECK\080609 PAYNE-5 PARK VIEW,QUEENSBURY.rck "� /, Page 1 of 4 I i REScheck Software Version 4.1.3 Inspection Checklist Date:09/19/08 Ceilings: ❑ Ceiling 1:Cathedral Ceiling(no attic),R-38.0 cavity insulation Comments: Above-Grade Walls: ❑ Wall 1:Wood Frame,16"o.c.,R-19.0 cavity insulation Comments: ❑ Wall 2:Wood Frame, 16"o.c.,R-19.0 cavity insulation Comments: Basement Walls: ❑ Basement Wall 1:Solid Concrete or Masonry,8.0'ht/4.0'bg/8.0'insul,R-13.0 cavity insulation Comments: ❑ Basement Wall 2:Solid Concrete or Masonry, 1.3'ht/1.3'bg/1.3'insul,R-10.0 cavity insulation Comments: Windows: ❑ Window 2:Wood Frame:Double Pane with Low-E,U-factor:0.320 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑ Window 1:Wood Frame:Double Pane with Low-E,U-factor:0.320 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: Doors: ❑ Door 1:Glass,U-factor:0.320 Comments: Floors: ❑ Floor 1:Slab-On-Grade:Heated,6.0'insulation depth,R-10.0 continuous insulation Comments: Slab insulation extends down from the top of the slab to at least 6.0 ft.OR down to at least the bottom of the slab then horizontally for a total distance of 6.0 ft. Exterior insulation has a rigid,opaque,weather-resistant protective covering that covers the exposed(above-grade)insulation and extends at least 6 in.below grade. Heating and Cooling Equipment: ❑ Boiler 1:Other(Except Gas-Fired Steam):92 AFUE 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 are sealed. ❑ Recessed lights are 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,fixtures are installed with a 3"clearance from insulation. Vapor Retarder: Project Title: PLAN NO. 080608 _Report date: 09/19/08 Data filename: D:\RES-CHECK\080609 PAYNE-5 PARK VIEW,QUEENSBURY.rck Page 2 of 4 } Installed on the warm-in-winter side of all non-vented framed ceilings,walls,and floors. Mathrials Identification: Materials and equipment are installed in accordance with the manufacturer's installation instructions. Materials and equipment are identified so that compliance can be determined. Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment have been provided. Insulation R-values,glazing U-factors,and heating equipment efficiency are clearly marked on the building plans or specifications. Insulation is installed according to manufacturer's instructions,in substantial contact with the surface being insulated,and in a manner that achieves the rated R-value without compressing the insulation. Duct Insulation: Supply ducts in unconditioned attics or outside the building are insulated to at least R-11. Return ducts in unconditioned attics or outside the building are insulated to at least R-6. Supply ducts in unconditioned spaces are insulated to at least R-11. Return ducts in unconditioned spaces(except basements)are insulated to R-2.Insulation is not required on return ducts in basements. Duct Construction: Lj All joints,seams,and connections are securely fastened with welds,gaskets,mastics(adhesives),mastic-plus-embedded-fabric,or tapes.Tapes and mastics are rated UL 181A or UL 181 B. Exceptions: Continuously welded and locking-type longitudinal joints and seams on ducts operating at less than 2 in.w.g.(500 Pa). The HVAC system provides a means for balancing air and water systems. Temperature Controls: Each dwelling unit has at least one thermostat capable of automatically adjusting the space temperature set point of the largest zone. Electric Systems: Separate electric meters exist for each dwelling unit. Fireplaces: ❑ Fireplaces are installed with tight fitting non-combustible fireplace doors. Fireplaces have 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 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. ❑ Circulating hot water pipes are insulated to the levels in Table 1. Circulating Hot Water Systems: ❑ Circulating hot water pipes are insulated to the levels in Table 1. Swimming Pools: ci All heated swimming pools have an on/off heater switch and a cover unless over 20%of the heating energy is from non-depletable sources.Pool pumps have a time clock. Heating and Cooling Piping Insulation: HVAC piping conveying fluids above 105 degrees F or chilled fluids below 55 degrees F are insulated to the levels in Table 2. Project Title: PLAN NO. 080608 Report date: 09/19/08 Data filename: D:\RES-CHECK\080609 PAYNE-5 PARK VIEW,QUEENSBURY.rck Page 3 of 4 Table 1:Minimum Insulation Thickness for Circulating Hot Water Pipes w • Insulation Thickness in Inches by Pipe Sizes Non-Circulating Runouts Circulating Mains and Runouts Heated Water Temperature(°F) Up to 1" Up to 1.25" 1.5"to 2.0" Over 2" 170-180 0.5 1.0 1.5 2.0 140-169 0.5 0.5 1.0 1.5 100-139 0.5 0.5 0.5 1.0 Table 2:Minimum Insulation Thickness for HVAC Pipes Fluid Temp. Insulation Thickness in Inches by Pipe Sizes Piping System Types Range(°F) 2"Runouts 1"and Less 1.25"to 2.0" 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 Cooling Systems Chilled Water,Refrigerant and 40-55 0.5 0.5 0.75 1.0 Brine Below 40 1.0 1.0 1.5 1.5 NOTES TO FIELD:(Building Department Use Only) Project Title: PLAN NO. 080608 Report date: 09/19/08 Data filename:D:\RES-CHECK\080609 PAYNE-5 PARK VIEW,QUEENSBURY.rck Page 4 of 4