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2008-596 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: P20080596 Date Issued: Tuesday, May 26, 2009 This is to certify that work requested to be done as shown by Permit Number P20080596 has been completed. Location: 35 MEADOW Dr Tax Map Number: 523400-297-017-0001-027-000-0000 Owner: LARRY CLUTE Applicant: LARRY CLUTE This structure may be occupied as a: Garage Attached By Order of Town Board Single Family Dwelling TOWN OF QUEENSBURY Issuance of this Certificate of Occupancy DOES NOT relieve the / ,. 4 , property owner of the responsibility for compliance with Site Plan ` r� 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 (Et Community Development- Building&Codes (518) 761-8256 BUILDING PERMIT Permit Number: P20080596 Application Number. A20080596 Tax Map No: 523400-297-017-0001-027-000-0000 Permission is hereby granted to: LARRY CLUTE For property located at: 35 MEADOW Dr 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: LARRY CLUTE 6 HOLDEN Ave Garage Attached QUEENSBURY,NY 12804-0000 Single Family Dwelling $120,000.00 Total Value $120,000.00 Contractor or Builders Name/ Address Electrical Inspection Agency Plans &Specifications 2008-596 1040 sq ft single family dwelling& 576 sq ft garage $182.40 PERMIT FEE PAID- THIS PERMIT EXPIRES: (If a longer period is required,an application for an extension must be made to the code Enforcelmenta January 26, 2010 of the Town of Queensbury before the expiration date.) Dated at the To 0 eensbiiy; a n -y,January 26, 2009 SIGNED BY , b` for the Town of Queensbury Director of BuJ g ,C od - - , orcement T.urnity Development Office of Quee.asbury - 742 Bay Road - Qurcrnsbury, Nev, York -12804 , { PERMIT CALCULATION SHEET: - -- I URAL LIGHT, VENTILATION AND EMERGENCY EGRESS REQUIREMENTS ACTUAL LIGHT REQUIRED n VENTILATIONSQUARE FOOT AREA OF ROOM IN LIGHT SQUARE VENTILATION-4/o OPENING FOR HABITABLEROOMSQUARE SQUARE FEET 8°!o OF ROOM FOOTAGE OF ROOM AREA FOOTAGE EGRESS REMARKS AREA QUESTIONS? CALL 761-8266 OR EMAIL codesg-baueensburv.net VISIT OUR WESSITE FOR MORE INFORMATION www.guensburynet 8 10-LTR 11-20 1� t`� Community Development Office ; ozon of Queensbury - 742 Bail Road Queensbury, New York -12804 ' WINDOW SCHEDULE ....__..--_____.__--__ JOB SITE/ADDRESS: 7;,'S V-kg Dc-. DATE: o a OWNER: CkJ�f-� APPLICATION NO.: WINDOW- UNIT OR CLEAR CLEAR WINDOW STOCK ROUGH ROUGH SQ.FT. OPENING NO.OR WINDOW SQ.FT. OPENING SPECIAL HARDWARE OR MODELIfYPE MANUFACTURER NUMBER OPENING OPENING EGRESS/CLEAR HEIGHT LETTER NAME CALL WIDTH HEIGHT VENT OPENING WIDTHS ININSTRUCTIONS ON PLAN SIZE INCHES INCHES B 26-LTR 11-05 /............................ ---------- ------- --- ---- • ' OFFICE USE ONLY "I ;'"""-"'•'------•---.", TAX MAP NO. 01 PERMIT N0.-6j:- PERMIT FEE ' APPROVALS: ZONING 0 TOWN CLERK ; ---------- - - '----=- APPLICATION FOR SEPTIC DISPOSAL SYSTEM PERMIT- -" - .'I• , A PERMIT MUST BE OBTAINED BEFORE WORK BEGINS.APPLICATION IS SUBJECT TO REVIEW BEFORE ISSUANCE OF A VALID PERMIT. c OWNER:- \J INSTALLER: ADDRESS: ADDRESS: PHONE NOS. —7 77 PHONE NOS.- 77 `72-x77 LOCATION OF INSTALLATION: L..f, NO.OF f » »... ..»» »..»__ ............. RESIDENC YEAR BUILT E INFORMATION: BEDROOMS !�». COMPUTATIONa . I X 1 = � TOTAL DAILY FLOW `• 1980 or older »- - • -••••.• X 1 GARBAGE GRINDER »15d _ _ INSTALLED? N v gallon per bed room I « ••• 1981 •i 991 N_ »___ I X 130 gallon per bedroom. .. ._ »..».........._ Iw 1992-present »...X . »110M..allon r b »_.�_.»E..»».»_._..»......»._._.»...»»...»»........... SPA OR HOT TU¢ _ 9.......n pe bedroom .�»�'#" _ .»_....��.»..».............'s INSTALLED? a PARCEL INFORMATION: ✓ TOPOGRAPHY: FLAT ROLLING STEEP SLOPE %SLOPE ✓ SOIL NATURE: SAND 0' LOAM CLAY OTHER ✓ GROUNDWATER: AT WHAT DEPTH? BEDROCK WHAT DEPTH /IMPERVIOUS MATERIAL: AT ✓ DOMESTIC WATER SUPLY: MUNICIPAL._, WELL (IF WELL:WATER SUPPLY FROM ANY SEPTIC-SYSTEM ABSORPTION IS FT. ) ✓ PERCOLATION TEST: RATE IS PER MIINUTE PER INCH (TEST TO BE COMPLETED BY A LICENSED PROFESSIONAL ENGINEER OR ARCHITECT) 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: lQc�O GALLON (MIN. SIZE IS 1,000 GAL.) TILE FIELD: EACH TRENCH 5b FT. ✓ TOTAL SYSTEM LENGTH: FT. SEEPAGE PIT(S): HOW MANY? ✓ SIZE OF EACH FT. X FT. ✓ SIZE OF STONE TO BE USED: 0__;2 /DEPTH OR THICKNESS FT. ✓ BED SYSTEM SIZE: X ✓ ALTERNATIVE SYSTEM: LENGTH AND/OR SIZE ✓ HOLDING TANK SYSTEM:(If required) NO.OF TANKS: /SIZE OF EACH ✓ GALLONS./TOTAL CAPACITY: GAL. (.•xxYxWY.1•:•:•I.W444444V.NIY•Nx:•i.i4•i.l•i•i.xi•xx:4•NNNNWNxxly.NN.Y•Yin.twN.•iVY4y.tY4•xi•1•i•:•:vNaVv.:vmnNi.N:V•:.xi•N:Y.:.xiVvvVV...:q.NNNw.iv.:•v.Y.:.1.i.Nt4•iY.�:.NNNNay...:y.NNxNNxNNN:.xi.vx:v.N.w.VygY•i.xr....Nw..........•.•5 NOTE: ALARM SYSTEM AND ASSOCIATED ELECTRICAL WORK MUST BE INSPECTED BY A TOWN APPROVED ELECTRICAL INSPECTION AGENCY. PLEASE REVIEW LIST PROVIDEDµ 4YYv xN...YY•.w.ww•r.4YwxxNx..x......x...4......x ...:4•N.•N.Y•xi•.•x:vn44n•NxN:•Nw4•xx:•w•xxvxNN:•.•:.;.:Y•x:•:Y4•N:.: &N ......:..:..:....:... ......n•:••:.••N..:•:•...... nn•.44.....x.........44.i.YY.nw..Y.Nxxx.n•x....Ni1 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 regul wl respect to this application and agree to abide b ese and al it nts of the Town ofCOUESTIONS 7 CALL 761-8256 OR EMAIL Queensbury nitary Sewa Dis al rdinance. codes®aueensbumnet OUR WESSITE FOR MORE INFORMATION www.aueensbury.net Si re erson Responsible Date ,`,, Town of Queensbury• Community Development Office • 742 Bay Road, Queensbury, NY 12804 �..._... .......r. �......._ OFFICE USE ONLY ,-� . F � TAX MAP NO.2— � PERMIT NO. NOV t} 7 2JQ8 f . FEL'S: PERMITf�� RECREATION ENGINEERING } (If applicable) L-: ....,. a •............................... ............... :.......___.........._. 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: � .!`e ��es"�'�r 't OWNER: Cw\e ADDRESS: cn ADDRESS: C�te PHONE NOS. �cl� -7a-7 7 PHONE NOS. 'Zci '7a CONTACT PERSON FOR BUILDING &CODES COMPLIANCE:`- V-t-4 PHONE:( ' LOCATION OF PROPERTY: SUBDIVISION NAME: PLEASE INDICATE MEASUREMENTS AS REQUIRED BELOW: CHECK ALL THAT Z APPLY TO YOUR E- O cn CO I.w PROJECT O r � Q a.. U t- Z Q Q i-- U) NCn O � oLL CLXca SINGLE FAMILY ��40 TWO-FAMILY MULTI-FAMILY (NO.of UNITS_ TOWNHOUSE BUSINESS OFFICE RETAIL- MERCANTILE FACTORY OR INDUSTRIAL ATTACHED , / 'S-710 GARAGE �S OTHER 1F COMMERCIAL OR INDUSTRIAL-NAME OF BUSINESS: ESTIMATED CONSTRUCTION COST: O 0 2 FUEL TYPE: �..% HEAT TYPE: c � "HOW MANY FIREPLACE(S): AND/OR WOODSTOVES(S): �_� ZONING CATEGORY: _ ARE THERE WETLANDS ON THIS SITE? IS THIS A HISTORIC SITE? PROPOS ED USE OF BUILDING OR ADDITION: *Please complete a separate Application for'Fuel Burning Appliances&Chimneys"available in our office B 3-LGL 11-05 .00041. Town of Queensburu • Commurihi T�vz,vt.,,�,M„Mt nra"" - n--- " ^ ARE THERE STRUCTURES NOT SHOWN ON PLOT PLAN? ARE THERE EASEMENTS ON PROPERTY? � 1 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 statement/description 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>facilitlies prio ss nce of a certificate of occupancy. 1 have read !ree to the v . Signed Director of Building &Codes: 761-8256 (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) f Permission is hereby granted to the above % % This application / proposed action described Applicant to erector 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. Application: S , , 0 { / { { { UIL &CQDE APPROVAL ZONING APPROVAL _r , DATE % DATE , , :...................................................: :...................................................� QUESTIONS? CALL 7614256 OR EMAIL codes sensburv.net Office Use Only VISIT OUR WESSITE FOR MORE INFORMATION www.aueensburvnet Operating Permit Issued: Yes No Occupancy Type: a-�I QE�?3 "im, Construction Classification: - Assembly Occupancy Limit: Special Conditions: Town of Queensbury- Community Development Office - 742 Bay Road, Queensbury, NY 12804 Check Residential Plan Review: One& Two Family Dwellings Y/N/NA (2)Full sets of plans Over 1,500 sq. ft.—Stamped Design Loads On Plans: 90 Wind Floor Loads 40 psf % 50 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 Spiral Not Allowed From 2d Story Smoke Detectors Battery Backup and Proper Location Bathroom Fixtures Proper Clearance Hall Width,36"min. Handrails More Than Four Risers On Open Sides Railing and Guards>30"/Basement Stairs Included/Closed Risers More Than 4"in Ht. Safety Glazing Notes For Required Areas Garage Fire Separation Garage Floor Sloped Attic Access Roof over 30"—22"x 30"/Crawl Spaces 18"x 24"Access Carbon Monoxide Detector Outside Lowest Sleeping Area, On Every Level& Interconnected Soil Test Results,if required Septic To Well Or Water Line Separation All Paperwork Signed Queensbury Building & Code Enforcement - Residential Final Inspection Office No. (518)761-8256 Arrive: l m/pfi ?part: am/pm Date Inspection request received: _ Inspector's Initials: �l l� � rc NAME: t-V I L� PERMIT#: L` . LOCATION: Vin��t�c�u DATE: _,` TYPE OF STRUCTURE: Comments: Y No 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 ComLAete Platform at all exterior doors Handrail 4 or more risen; Guards at stairs decks, tios 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 Deck Braun /Handicapped Ram Com tiant Grade away from foundation 6 inches with 10 feet 6 inch clearance to sill plate Gas Valve shut-off exposed/re ulator 18 inches above grade Interior privacy/trim/doors/main entrance 36 inches Bathroom/Kitchen watertight Safety glazing/Window in stairwells safety glazing Interior Smoke Detectors/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, 50 s .ft.vents Bathroom Fans,if no window Plumbing fixtures Foundation insulation/Insulation Certification Floor truss,draft stopping finished basement 1,000 s .ft. Emergency ress below grade Gas Furnace shut-off within 30 feet or within line of site Oil Furnace shut-off at entrance to furnace area Fumace/Hat Water Heater operating Low water shut-off boiler Relief Valves installed/Heat Trap/Water Temp 110 Enclosed Stairs Sheetrock Underside minimum IN Gypsum Basement stairs closed rise>4 inches Garage Floor Pitched Garage fireproofing I%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 Bonding As Built Septic System I Sewer Dept. Ins ion Sticker Site Plan /Variance required Flood Plain Certification,if re uired Okay to issue C I C or C/O Temporary/Permanent LABuilding&Codes Forms\Building&Codes\Inspection FormsWesidential Final Inspection Fonn_revised 100405.doc;Revised January 7,2008;Revised 6/26/08 dP Queensbury Building & Code Enforcement - Resi ntial Final Inspection Office No. (518)761-8256 Arrive: am/pin Z&part: am/pm Date Inspection request received: Inspectors initials. . 1 t NAME: (f 1 J is., A PERMIT#: C LOCATION: DATE: TYPE OF STRUCTURE: Comments: Y No NIA 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 Co lets/Exterior Finish Complete Platform at all exterior doors 14 Handrail 4 or more risers Guards at stairs deckspatios 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 Deck Bracing/Handicapped Ramp Compliant Grade away from foundation 6 inches with 10 feet 6 inch clearance to sill plate Gas Valve shut-off exposed/regulator 18 inches above grade Interior privacy/trim/doors/main entrance 36 inches Bathroom/Kitchen watertight Safety glazing/Window in stairwells safety glazing Interior Smoke Detectors/Carbon Monoxide Detectors Every level: Every Bedroom: Outside every bedroom area: �R A 15 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 sq.ft.vents Bathroom Fans,if no window 'Pr2 Ark n)5 Plumbing fixtures Foundation insulation/Insulation Certification Floor truss,draft stopping finished basement 1,000 s .ft. Emergency ress below grade Gas Furnace shut-off within 30 feet or within line of site Oil Furnace shut-off at entrance to furnace area FumacelHot Water Heater operating Low water shut-off boiler Relief Valves installed/Heat Trap/Water Temp 110 Enclosed Stairs Sheetrock Underside minimum'A"Gypsum Basement stairs dosed rise>4 inches Garage Floor Pitched Garage fireproofing/%hour fire door/door closer Duct work Sealed oroDerIv Gas Logs in Sealed orGlMs-Eftjosure Final Electrical Final Survey Plot Plan I NJ 113 IOLAr Arc Fault Breaker in Bedroom Flex Gas Pipe Bonding As Built Septic System/Sewer Dept. Inspection Sticker Site Plan /Variance required Flood Plain Certification,if reqwired Okay to issue C I C or C 10 Temporary/Permanent L:1Building&Codes FormslBuilding&Codes\Inspection FormsWesidential Final Inspection Form revised_100405.doc;Revised January 7,2008; Revised 6/26/08 y1K) I&I"de Rough Plumbing / Insulation Ins ction Report Office No. (518) 761-8256 Date I t' p-request received: Queensbury Building &Code Enforcement Arrive- am/ Depart: am/pm 742 Bay Road, Queensbury, NY 12804 Ins is nitial . NAME: PERMIT LOCATION: INSPECT ON: 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 MP ., r 15 minutes Insulation/ esidential Check/Commercial Check ti imKLoESimilar Exterior Sealant Proper Vent, Attic Vent Door/Window Sealed No Insulation Dud/ Hot Water Piping Insulation If required unheated spaces Combustion Air Supply for Furnace Duct work sealed properly/No duct tape COMMENTS: Rough Plumbing Insulation Report revised Nov 17 2003, nwiSed February 15,2005, revised January 7,2008 MAP REFERENCE RIDGE MEADOWS BY: JOHN B. VAN DUSEN DATED: SEPTEMBER 4, 1956 2 LOT 49 Z 0 0 S53041 '56"E 200.00' _ DEC I D.E.C. WETLANDS AS FLAGGED BY , IA MEMBER OF D.E.C. STAFF. I �� I IT I =o LOT 48 �• I AREA DEC s ` I o 0 It O - �30,000.00 sq. ft. w I 0.69 acres D LANDS N/F OF GRUNDBORG 0 LO O co I 15' NO DISTURBANCE LINE �3 z a2.ae 0 I Z REMOVE ALL WHITE PINE / f z WITHIN 15' LINE a o I w I CUT PINE TO STUMPS a� Q ONLY GRIND STUMPS �Y Z I PLANT WITH DOGWOOD, AEROWOO/ AND PUSSY WILLOW �� 00 LEAVE ALL DECIDUOUS TREES 0)h I � DE/ O I - - - - F E8 1 0 2009 19II0 gallon N 7A PROPOSED ATE ATE '• 200,00' i O , uW i' 1 N53 41 56 ED` DEC 7 "I have seen or observed lieve I saw vidence f, z all n 1"Os s� Ch as 'PIS v :1� noes, etc., that I h ve A.C.O.E. WETLANDS +'ill on @ d grarn.11 AS SHOWN ON THE LOT 47 0 ' DATUM = ASSUMED NATIONAL WETLAND INVENTORY MAP CONTOUR INTERVAL = 1 FOOT ;00.00 a I) 7 Q W 0 DEC 9 Date; ❑CTDBER 16, 2006 "UNAUTHORIZED ALTERATION OR ADDITION TO A SURVEY 'L �. MAP BEARING A LICENSED LAND SURVEYORS SEAL IS A Mai) of a .Survey made for Scale 1"=20' \\\ VIOLATION OF SECTION 720L,SUB-DIVISION 2,OF THE & NEW YORK STATE EDUCATION LAW.' "ONLY COPIES FROM THE ORIGINAL OF THIS SURVEY A eT T e s MARKED NTH AN ORIGINAL OF THE LAND SURVEYORS 4 2-05-09 FOUNDA TION/TOPOGRAPHY [� v SEAL SHALL BE CONSIDERED TO BE VALID TRUE COPIES." /may • \ - 1 "CERTIFICATIONS AS INDICATED HEREON SIGNIFY THAT { _lute Enterprises ~~JJ THIS SURVEY WAS PREPARED IN ACCORDANCE WITH THE lJ p Land By r v e y oI r s EXISTING CODE OF PRACTICE FOR LAND SURVEYORS ADOPTED 3 1-28-09 SEPTIC & DRIVE BY THE NEW PORK STATE ASSOCIATION OF PROFESSIONAL LAND SURVEYORS.SAID CERTIFICATIONS SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED,AND 2 5-30-08 ENGINEER COMMENTS SHEET 1 OF 2 ON HIS BEHALF TO THE TITLE COMPANY.GOVERNMENTAL 169 Haviland Road Queensbury, New York 12804 AGENCY AND LENDING INSTITUITION LISTED HEREON,AND Town of Queensbury, Warren County, New York 1 5-9-08 PROPOSED HOUSE TO THE ASSIGNEES OF THE LENDING INSTITUTION." Clute C1919 (518) 792-8474 New York Lie. No. 50135 1 1 [NO. I DATE DESCRIPTION DWG. NO. 06246 297.17-1-27 58-2-1.3 Final Survey Inspection Dept. of Community Development Town of Queensbury 742 Bay Road Queensbury,NY 12804 Date received: ' 7 NAME: LOCATION: ( } PERMIT#: —O,?-T,m Final Survey Plot Plan A roved Denied The attached final survey has been received by the Dept.of Community Development. Upon review th survey Craig rows,Zoning Administrator Notes: L:1SueHemingwaylBuilding.Codes.lnspwtion.FORMSNFinal Survey Zoning Administmtor.doc Foundation Inspection Report Office No.(518)761-8256 Date Ins on req r ive Queensbury Building&Code Enforcement Arrive: = p Depart: 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials NAME: J"�__-- 14 T#: LOCATION: SPECT ON. TYPE OF STRUCTURE: Comments Y N N/Aas Piers —MORCrithic 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. U folding&Codes Forms\Building&Codes\Inspection Forms\Foundation Inspection Report-doc Last printed 12/20/2005 9:24:00 AM Rough Plumbing / Insulation Insp tion Report Office No. (518) 761-8256 Date Ins ection u t e ed: Queensbury Building &Code Enforcement Arrive:AI E m part: = a 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: NAME: PERM #: LOCATION: j C. INSPECT ON: — TYPE OF STRUCTURE: Y N NIA 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 i Drain /Vent <V% ' V� Air/ Head 5 P.S.1. or 10 ft. above highest connection for 15 minutes Pressure Test 's Water Supply Piping Hea 50 P:S.1 for 5 minutes Insulation / idential Check/Commercial Check tmilar Exterior Sealant Proper Vent, Attic Vent Door/Window Sealed No Insulation Duct/Hot Water Piping Insulation If required 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 InspeVReport Office No. (518) 761-8256 Date Inspection r Queensbury Building &Code Enforcement Arrive:��a p aMAf�' 742 Bay Road, Queensbury, NY 12804 Inspector's Initials. NAME: >�F PER #: LOCATION: c-�F,I�pc��o�, �� F INSP CT ON: TYPE OF STRUCTURE: 1-7 F—D Y N N/A Rough Plumbing/Nail Plates Plumbing Vent/Vents in Place 1 Y2 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 1 Window Sealed No Insulation Duct/Hot Water Piping Insulation If required unheated spaces Combustion Air Supply for Furnace Duct work sealed properly/No duct tape COMMENTS: Rough Plumbing Insulation Reportrevised Nov 17 2003, revised February 15,2005, revised January 7,2008 Framing / Firestopping Inspection Report Z `{ Once No. (518)761-8256 Date Ins n request received: q1/LI dl Queensbury Building&Code Enforcement Arrive: affgn Depart: am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials. t' (---' NAME: C I V 1 c PERMIT#: LOCATION: j0 e1j OIJGt2 O C. INSPECT ON: r TYPE OF STRUCTURE: Framing Y N WA COMMENTS Attic Access 27 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 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 Anchor Bolts 6 ft. or less on center Lce and water shield 24 inches from wall Fire separation 1, 2, 3 hour Fire wall 2, 3, 4 hour Flrestopping 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 Ceiling1wall Windows Habitable Space/Bedrooms 24 in. (H) 20 in. (W) 5.7 sf above/below grade 5.0 sf grade LABuilding&Codes Forms-OMBu11ci ft&Codes'bapection Formsti wring Firedoppft Impaction Rsport.doc Revised January 7,2008 Framing / Firestopping Inspection Report Office No. (518)761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive:.50am/ ,Depart: am/pm 742 Bay Road, Queensbury, NY 12&9 Inspector's Initials: R NAME: Cw i G' PERMIT#: LOCATION: A46=0 4--o� INSPECT ON: TYPE OF STRUCTURE: Y N NIA COMMENTS: Framing Attic Access 220 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 Exterior Deck Bracing Headroom 6 ft. 8 in. Notches/Holes/Bearing Wails Metal Strapping for Notches Top Plate 1 '/z w 16 gauge 8 16D nails each side D ing 1,000 sq. ft. floor trusses ahor Bolts 6 ft. or less on center Ice and water shield 24 inches from walk �( Fire separation 1, 2, 3 hour Fire wall 2, 3, 4 hour Firestopping Penetration sealed 16 inch insulation in cavq min. Garage Fire Separation House side%inch or 5/8 inch Type X Garage side 5/8 inch Type X Ceiiin II Windows Habitable Space/Bedrooms 24 in. (H) 20 in. OM 5.7 sf above/below grade 5.0 sf grade LABuilding&Codes Forma-OW'Building&CodesvnspecWn Forn*Trarning Firestopping;inspection Report.doc Revised January 7,2008 Septic Inspection Report Office No. (518) 761-8256 DatMr request received: Queensbury Building &Code Enforcement Arram/ part: am/pm 742 Bay Rd., Queensbury, NY 12804 Insls: Tae NAME: PERMIT NO.: LOCATION: j�- 74'e�) /z- . INSPECT ON: RECHECK: Comments and/or diagram Soil Type: Sand Loam/ Clay Type of Water: Municipal/Well Water Waterline separation distance ft. Well separation distance ft. Other wells: ft. Well Casing Length 50' + / - Y N_N/A 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 End Cap Y N Inlet/Outlet Pipes &Baffles Y N Location Separations Foundation to tank ft. Foundation to absorption Separation of Pits Conforms as per Plot Plan Y Engineer Report and As-Built Y N fi&) Vla� -730/t-r Location of stem on Property: CFont Rear Left Side Right Side Middle Front Middle Rear ste proved Partial Approved and needs to be re-inspected, please call the Building &Codes Office Disapproved Last revised 06/18/07 L:\Building&Codes Forms-OLD\Building&Codes\Inspection Forms\Septic Inspection Report.doc Septic Inspection Report Office No. (518) 761-8256 Date InspectioVequest received: Queensbury Building &Code Enforcement Arrive: .)i 0') am/ Depart: am/pm 742 Bay Rd., Queensbury, Y 12804 Inspector's Initials: _ NAME: ' _ PERMIT NO.: LOCATION: INSPECT ON: RECHECK: Comments and/or diagram Soil Type: Sand'L Lpat Clay Type of water: Municipal Well Water Waterline separation distance Well separation distance ft. Other wells: ft. Well Casing Length 50' + - Y N N/A Absorption Field: Total length ft. Length of each trench ft. Depth of trenches ft. Size of Stone See a e Pits: Number Size: x Stone Size: Piping Siz Type Building to tank � - Tank to Distribution Boxi �=y � Distribution Box to Field Pit �` h Opening Sealed: Y N End Ca N Inlet/Outlet Pipes&Baffles _Y N p f 1 Location Separations &e1) �� t- � � Foundation to tank ft. AJ Foundation to absorption Separation of Pits Conforms as per Plot Plan Y `I LL Engineer Report and As-Built Y N LocaK6 _ tem on Property: v•�j l i,>>j _ `�— c' , c r' t Front, Rear Left Side Right Side Middle Front Middle Rear Svstern e Status: Approved Partial Approved and needs to be re-inspected, please call the Building &Codes Office Disapproved Last revised 06/18/07 L:\Building&Codes Forms-OLD\Building&Codes\Inspection Forms\Septic Inspection Report.doc r .aas d NACE ENGINEERING, P. C. 169 Haviland Road, Queensbury, NY 12804 Phone-518-745-4400 Fax -518-792-851 May 26, 2009 Project#49255 Dave Hatin Code Enforcement Officer Town of Queensbury V �5 742 Bay Road MAY Queensbury,NY 12804 �'� Re: Clute—Meadow Drive—Septic System & Site Plan T BU LDING CNSBURY IDES Dear Dave: This letter is to inform you that we inspected the completed septic system and site grading for the new single family home constructed by Clute Enterprises on Meadow Drive in the Town of Queensbury on February 10, 2009 and May 26,2009. The septic system as installed was for a 2 bedroom house and consisted of a new 1,000 gallon septic tank, a new distribution box and 147 if of absorption laterals. The absorption laterals were constructed with 3 - 49 ft long perforated pipe laterals and stone. The system conforms to the requirements of the approved design letter. The finished site was inspected and substantially conformed to the approved site plan. Please call me if you have any questions. Sincerely, Thomas R. Center Jr, P.E. Cc: Craig Brown, Zoning Administrator Septic Inspection Report Office No. (518) 761-8256 Date Inspecti n request received: Queensbury Building &Code Enforcement Arrive: am/p f, gepart: am/pm 742 Bay Rd., Queensbury, NY 12804 Inspector's Initials: NAME: L PERMIT NO.: LOCATION: (AAr;t1' ).) e INSPECT ON: RECHECK: Comments and/or diagram Soil Type: Sand Loam Clay Type of Water: Municipal Well Water - Waterline separation distance Well separation distance ft. Other wells: ft. Well Casing Length 50' + - Y N N/A L, r � 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 End CaD Y N Inlet/Outlet Pipes &Baffles Y N 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: App ed P ial Approved and needs to be re-inspected, please call the Building &Codes Office isapproved Last revised 06/18/07 L:\Building&Codes Forms-OLD\Building&Codes\Inspection Forms\Septic Inspection Report.doc Foundation Inspection Report Office No. 518 761-8256 Date Ins tio uest received: Queensbury Building&Code Enforcement Arrive: c �L` m/pm /Depart: am/pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: NAME: '� ' PERMIT#: J 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 purpose on site. Foundation/Wallpour Reinforcement in Place Footing Dowels or Keyway in place Foundation Dampproofing Foundation Waterproofing \ L' ► �' Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 milw!y for wet areas under slab PP t bin nder S opper Foundation Insulation Interior/Ext rior R- Rough Grade 6 inch drop within 10 ft. !J , L:\Building&Codes Forms\Bullding&Codes\lnspection-F9ns\Foundation Inspection Report.doc Last printed A2g0/2005 9:24:00 AM 1L £ A Akr Foundation Inspection Report Office No.(518)761-8256 Date Ins onrequest received: Queensbury Building&Code Enforcement Arrive: �'J am/pm', Depart: am/pm 742 Bay Rd.,Queensbury,NY 12804 Inspector�als: j/ NAME: - PERMIT#: - 1 " ^ . LOCATION: INSPECT ON: TYPE OF STRUCTURE: Congmenb 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 ove footing ly for areas under slab ackfiill Approval er 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 Inspecction Report.doc Last printed 12/20/2005 9:24:00 AM Foundation Inspection Report Office No.(518)761-8256 Date Inspectionrequest received: Queensbury Building&Code Enforcement Arrive:/0 r S am/pm'� / ,Depart: am/pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: � NAME: �,v'i6, PERMIT#: � 1 `3 LOCATION: i,.j 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 Dampproofmg F dation Waterproofing Doting 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 Foundatio Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. LABuiiding&Codes FormsWiiding&Codes\inspection FDnns\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM /C,/ Foundation Inspection Report f Office No.(518)761-8256 Date Inspect��request received: Queensbury Building&Code Enforcement Arrive,,_am/pT Depart: am/pm �;r's 742 Bay Rd.,Queensbury,NY 12804 Inspec Initials: NAME: PERMIT#: /J ' LOCATION: INSPECT ON: TYPE OF STRUCTURE: Comments Y� N N/A l Footings (�,G�P �� .o& CItA-�6 C Piers f6 VA Ak\rl`r A 1 X) Monolithic Slab C Reinforcement in Place Z The contractor is responsible or 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 Foundation Inspection Report Office No.(518)761-8256 Date Ins tio�request received: Queensbury Building&Code Enforcement Arrive: t am/p% Depart: am/pm 742 Bay Rd.,Queensbury,NY 12804 Inspector s Initials: NAME: L G'irk PERMIT#: LOCATION: c . 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 r 48 hours following the placement of the concrete. r y Materials for this purpose on site. �"� / . Foundation/WallpourT" 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 FormsToundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM Foundation Inspection Report Office No.(518)761-8256 Date Ins 'op request received: Queensbury Building&Code Enforcement Arrive: f am/p Depart: am/pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: NAME: PERMIT#: LOCATION: INSPECT ON: TYPE OF STRUCTURE: Comments Y N N/A Footings Piers C (/ 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 Fors\Building&Codes\lnspecdon Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM Foundation Inspection Report Office No.(518)761-8256 Date Inspection requeA4,66eived: Queensbury Building&Code Enforcement Arrive: //%' rr p pm Depart: am/pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials �` NAME: �Lo�' _ PERMIT#: LOCATION: � CC.��7c��, d . • INSPECT ON: / Z TYPE OF STRUCTURE: Commen#s f Y r N N/A Footings yj Piers Monolithic Slab rF, 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\Bullding&Codeslnspection Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM Foundation Inspection Report Office No.(518)761-8256 Date Ins guest received: Queensbury Building&Code Enforcement Arrive• c am/p Depart: am/pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: NAME: `` PERMIT#: ��/ _ LOCATION: ��INSPECT ON: TYPE OF STRUC Comments Y N N/A Footings Piers Monolithic Slab Reinforcement in Place v l 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:\Bullding&Codes Forms\Building&Codes\Inspection Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM f Permit Number 1 zt—bq REScheck Compliance Certificate Checked By/D New York State Energy Conservation Construction Code REScheck Software Version 3.6 Release 2 Data filename: \\Clutel\shared data\Clutel\Rescheck\2008 Houses\35 MEADOW DR-QSBY.rck PROJECT TITLE: 26 x 40 (1040)Ranch COUNTY: Warren STATE: New York HDD: 7635 CONSTRUCTION TYPE: Detached 1 or 2 Family HEATING TYPE: Non-Electric WINDOW /WALL RATIO: 0.10 DATE: 10/08/08 DATE OF PLANS: 10/8/08 PROJECT DESCRIPTION: 35 Meadow Dr 1 Quemsbury,NY 12804 DESIGNER/CONTRACTOR: Clute Enterprises Inc. 6 Holden Avenue Queensbury, NY 12804 COMPLIANCE: Passes Maximum UA= 236 Your Home UA= 198 16.1%Better Than Code(UA) Gross Glazing Area or Cavity Cont. or Door Perimeter R-Value R-ValueU Factor .J. Ceiling 1: Flat Ceiling or Scissor Truss 1040 30.0 0.0 36 Wall 1: Wood Frame, 16" o.c. 1056 19.0 0.0 55 Window 1: Vinyl Frame:Double Pane 80 0.490 39 Door 1: Solid 42 0.230 10 Door 2: Glass 21 0.439 9 Floor 1: All-Wood Joist/Truss:Over Unconditioned Space 1040 19.0 0.0 49 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 pag they are attesting that to a best ofhis/her knowledge, belies; and professional judgment, such plans or speci ions are in compli h this Code. • Builder/Designer Date i` l REScheck Inspection Checklist New York State Fnergy Conservation Construction Code REScheck So$ware Version 3.6 Release 2 DATE: 10/08/08 PROJECT TITLE: 26 x 40 (1040)Ranch Bldg. I Dept. Use I Ceilings: [ ] I 1. Ceiling 1: Flat Ceiling or Scissor Truss, R-30.0 cavity insulation Comments: I Above-Grade Walls: [ ] I 1. Wall 1: Wood Frame, 16"o.c., R-19.0 cavity insulation Comments: I Windows: [ ] I 1. Window 1: Vinyl Frame:Double Pane, U-factor. 0.490 For windows without labeled U-factors, describe£atures: #Panes Frame Type Thermal Break? [ ]Yes [ ]No Comments: I Doors: [ ] I 1. Door 1: Solid, U-factor. 0.230 Comments: [ ] I 2. Door 2: Glass, U-factor. 0.439 Comments: I Floors: [ ] I 1. Floor 1: All-Wood Joist/Truss:Over Unconditioned Space, R-19.0 cavity insulation Comments: I Heating and Cooling Equipment: [ ] I 1. Furnace l: Forced Hot Air, 92 AFUE or higher Make and Model Number I Air Leakage: [ ] ( Joints, penetrations, and all other such openings in the building envelope that are sources of air 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 I 3" clearance from insulation. I Vapor Retarder. [ ] I Required on the warm-in-winter side of all non-vented framed ceilings, walls, and floors. I Materials Identification: [ ] Materials and equipment must be installed in accordance with the manufacturer's installation instructions. [ ] Materials and equipment must be identified so that compliance can be determined. [ ] ( Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment must be provided. [ ] Insulation R-values, glazing U-factors, and heating equipment efaciency must be clearly marked on the building plans or specifications. Duct Insulation: [ ] Supply ducts in unconditioned attics or outside the building must be insulated to R-11. [ ] Return ducts in unconditioned attics or outside the building must be insulated to R-6. [ ] Supply ducts in unconditioned spaces must be insulated to R-11. [ ] Return ducts in unconditioned spaces (except basements)must be insulated to R- [ ] Return ducts in unconditioned spaces(except basements)must be insulated to R-2.. Insulation is not required on return ducts in basements. Duct Construction: [ ] I All joints, seams, and connections must be securely fastened with welds, gaskets, mastics (adhesives), mastic-plus-embedded-fabric, or tapes. Tapes and mastics must be rated UL 181A or UL 18113. 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 fDr balancing air and water systems. Temperature Controls: [ ] Each dwelling unit has at lesat one thermostat capable of automatically adjusting the space temperature set point ofthe largest zone. Electric Systems: [ ] Separate electric meters are required for each dwelling unit. Fireplaces: [ ] Fireplaces must be installed with tight fitting non-combustible fireplace doors. [ ] Fireplaces must be provided with a source of combustion air, as required by the Fireplace construction provisions of the Building Code of New York State, the Residential Code of New York State or the New York City Building Code, as applicable. Service Water Heating: [ ] Water heaters with vertical pipe risers must have a heat trap on both the inlet and outlet unless the water heater has an integral heat trap or is part of circulating system. [ ] Insulate circulating hot water pipes to the levels in Table 1. Circulating Hot Water Systems: [ ] Insulate circulating hot water pipes to the levels in Table 1. Swimming Pools: [ ] All 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 fluids above 105 T or chilled fluids below 55 OF must be insulated to the levels in Table 2. Table 1: Minimum Insulation Thickness for Circulating Hot Water Pipes. Insulation Thickness in Inches by Pil2e Sizes Heated Water Non-Circulatine Runouts Circulating Mains and Runouts Temperature(0 LID 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 Pine Sizes Piping System Types Ranee(F) 2"Runouts 1" and Less 1.25"to 2" "to " 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)