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2008-456 TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518) 761-8201 4z Community Development- Building &Codes (518) 761-8256 CERTIFICATE OF OCCUPANCY Permit Number. P20080456 Date issued: Thursday, August 20, 2009 This is to certify that work requested to be done as shown b -Permit Number P20080456 has been completed. Location: 92 TUTHILL Rd Tax Map Number. 523400-300-000-0001-039-002-0000 Owner. CARRIE J. MYLOTT Applicant: CARRIE J. MYLOTT This structure maybe occupied as a: Fireplace By Order of Town Board Single Family Dwelling TOWN OF QUEENSBURY Issuance of this Certificate of Occupancy DOES NOT relieve the r property owner of the responsibility for compliance with Site Plan, r Variance, or or other issues and conditions as a result of approvals by the Director of Building&Code Enforcement Planning Board or Zoning Board of Appeals. TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 Community Development- Building&Codes (518) 761-8256 BUILDING PERMIT Permit Number: P20080456 Application Number. A20080456 Tax Map No: 523400-300-000-0001-039-002-0000 Permission is hereby granted to: CARRIE J. MYLOTT For property located at: 92 TUTHILL Rd in the Town of Queensbury,to construct or place at the above location in accordance with application together with plot plans and other information hereto filed and approved and in compliance with the NYS Uniform Building Codes and the Queensbury Zoning Ordinance. Type of Construction Value Owner Address: CARRIE J. MYLOTT 3A BAYBROOK Dr Fireplace QUEENSBURY,NY 12804-0000 Single Family Dwelling $365,000.00 Total Value $365,000.00 Contractor or Builder's Name/Address Electrical Inspection Agency Plans &Specifications 2008-456 2448 sq ft single family dwelling& I fireplace $293.76 PERMIT FEE PAID- THIS PERMIT EXPIRES: Wednesday, September 09, 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 own TP b; , sda September 09, 2008 SIGNED BY for the Town of Queens bury. ury. Director of Building&Code Enforcement For an EPA homeowner's guide: http://www.epa.gov/npdes,'pubs/homeowber abide long customize.1Ddf __ ____1__^_________ _-_i __________________ _ _____________ OFFICE USE ONLY _ TAX MAP NO. PERMIT NO. � /J PERMIT FEES ; M APPROVALS: ZONING TOWN CLERK APPLICATION FOR SEPTIC DISPOSAL SYSTEM PERMIT: A PERMIT MUST BE OBTAINED BEFORE WORK BEGINS.APPLICATION IS SUBJECT TO REVIEW BEFORE ISSUANCE OF A VALID PERMIT. OWNER: Ryan and Carrie Mylott INSTALLER: Kruger Concrete ADDRESS: 3A BaYbrook Drive, QBY, NY ADDRESS: 3 Osprey View,QBY,NY PHONE NOS. 518-944-4365 or 944-4365 PHONE Nos. 518-793-5707 (fax)792-8096 LOCATION OF INSTALLATION: 92 Tuthill Road NO.OF RESIDENCE YEAR BUILT BEDROOMS X COMPUTATION= = TOTAL DAILY FLOW INFORMATION: 1980 or older Q X 150 gallon per bedroom = 0 GARBAGE GRINDER 1981-1991 Q X 130 gallon per bedroom = 0 INSTALLED? 1992-present ® X 110 gallon per bedroom = 330 SPA OR HOT TUB INSTALLED? PARCEL INFORMATION: ✓ TOPOGRAPHY: FLAT ROLLING ✓ STEEP SLOPE SLOPE % ✓ SOIL NATURE: SAND LOAM ✓ CLAY OTHER ✓ GROUNDWATER: AT WHAT DEPTH? 42 in. BEDROCKIIMPERVIOUS MATERIAL: AT WHAT DEPTHS >7 ft. ✓ DOMESTIC WATER SUPLY: MUNICIPAL WELL 3/ ,_(If well:water supply from any septic system absorption is: 1( 00 ft) ✓ PERCOLATION TEST: RATE IS 15min 4seC PER MIINUTE PER I CH(TES To BE O PLETE,�B^Y A LICENSED- PROFESSIONAL ENGINEER OR ARCHITECTrNQMl(1 �C•�L� � , `�1C—C— C► `( %f\CCT 1('\C PROPOSED SYSTEM FOR NEW CONSTRUCTION: All indivi t must be designed by a licensed professional engineer or architect(unless nstalled in a Planning Board approved subdivision). TANK SIZE: 1250 GALLON(MIN. SIZE IS 1,000 GAL.)Add 250 gallons to the size of the septic tank for each garbage grinder, spa or whirlpool tub. SYSTEM TYPE- 0 ABSORPTION FIELD(WITH NO. 2 STONE) Total length ft. Each trench x —�N2L( ❑SEEPAGE PIT(S)(WITH NO. 3 STONE) How many? Size? ❑ALTERNATIVE SYSTEM Bed or other type? ❑HOLDING TANK SYSTEM Total required capacity? Tank size? Number of tanks? NOTE: ALARM SYSTEM AND ASSOCIATED ELECTRICAL WORK MUST BE INSPECTED BY A TOWN APPROVED ELECTRICAL INSPECTION AGENCY. PLEASE REVIEW LIST PROVIDED. 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. 1 have read the regulations with respect to this application and agree QUESTIONS? CALL 761-8256 OR EMAIL to abide by these and all requirements of the Town of Queensbury codes(cbgueensbury.net Sanitary Sewage Disposal Ordinance. VISIT OUR WEBSITE FOR MORE INFORMATION www.gueensbury.net Signature of Person ponsible )— Date Town of Queensbury • Community Dcuclopment Office • 742 Bay Road, Queensbury, NY 12804 s �c71 Blz .` Q�'#�ice APPLICATION FOR FUEL BURNING APPLIAW£ & CHIMNEYS Application is hereby made to the Building &Codes Office for the issuance of a Building & Use Permit pursuant to the New York State Fire Prevention &Building Code. The applicant or owner agrees to comply with all applicable laws, ordinances,regulations, and all conditions that are part of these requirements and also will allow all inspectors to enter premises to perform required inspections. IMPORTANT NOTE TO APPLICANT: ROUGH-IN AND FINAL INSPECTIONS ARE REQUIRED. OWNER:6rlPr1Li 4-9411 1 O&W-f INSTALLER/BUILDER: ADDRESS:'&Jkf ouo 2� �jN�� ADDRESS: PHONE NOS.5l$' -1qL+_ 4 JLS -1' � PHONE NOS. LOCATION OF PROPERTY: T�+L.11 _ SUBDIVISION NAME: ,, 1 LOCATION OF PROPOSED CONSTRUCTION AND/OR INSTALLATION: -1 T� 1 I A 3'e`CONTACT PERSON FOR BUILDING&CODES COMPLIANCE: ` 17H1400 PHONE: ✓ FUEL BURNING APPLIANCE WOOD COAL PELLET GAS OIL INFORMATION STOVE FIREPLACE INSERT FIREPLACE,FACTORY BUILT* !r FIREPLACE,MASONRY FURNACE(GARAGE ONLY) /�J *IF FACTORY BUILT,PLEASE PROVIDE: MANUFACTURER NAME: �'i'�c,e e k&0b,''tk MODEL NO. S LISTED BY: NUMBER: QUESTIONS? CALL 7614205 or 7614206 CHIMNEY INFORMATION BLOCK BRICK STONE OR EMAIL: fremarshafqueensbury.net MASONRY"* CHECK ONE ✓ VISIT OUR WEBSITE TILE STEEL SIZE IN FOR MORE INFORMATION INCHES ,rww.aueensbury.net FLUE CHECK ONE ✓ DOUBLE CHIMNEY WALL TRIPLE WALL INSULATED DIRECT VENT LINER CHIMNEY MATERIAL CHECK ONE ✓ **IF NON-MASONRY,PLEASE PROVIDE: MANUFACTURER NAME: 00V A146a MODEL NO. V 7k& ADDITIONAL NOTE: CONSTRUCTION/INSTALLATION MUST CONFORM TO NYS FIRE PREVENTION&BUILDING CODE AND/OR MANUFACTURERS REQUIREMENTS. CONSULT AVAILABLE TOWN OF QUEENSBURY HANDOUTS REGARDING REQUIRED INSPECTIONS. �f0K)fn �'/.... ........... .. _ .� FFICE USE ONLY .....,.....�,f..... _._.._..., �.. . .......% TAX MAP N0. PERMIT N0. ' i FEES: PERMIT_ �_ RECREATION ' '`"" ENGINEERING 1 a (If applicable) ; 0...........................................�'�'��_...............,_.,__ .. ...,_. ............. .. ..._: 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: L�� G� s/ / r�f/�L�jT OWNER: /g ADDRESS:J/20- SIC- ADDRESS: _stt&V�k - � PHONE NOS. -' S/`�' PHONE NOS. CONTACT PERSON FOR BUILDING & CODES COMPLIANCE: PHONE: LOCATION OF PROPERTY: SUBDIVISION NAME: PLEASE INDICATE ME UREMENTS WREQUIRED BELOW: CHECK ALL THAT 0 W_ G a w „ N APPLY TO YOUR t- p 0 U) cn W w PROJECT r O H OJ LL w ¢ CL = r=j z Q ¢ :- (n N � Oti � U_ a = as SINGLE FAMILY 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 CON TRUCTION COST: FUEL TYPE: �GO E /rvHEAT TYPE: /�!� 'HOW MANY FIREPLACE(S): l AND/OR WOODSTOVES(S): ZONING CATEGORY: ' ARE THERE WETLANDS ON THIS SITE? /lam IS THIS A HISTORIC SITE? e PROPOSED USE OF BUILDING OR ADDITION:*Please complete complete a separate Application for"Fuel Burning Appliances&Chimneys"available in our office B 3-LGL 11-05 Town of Queensbury ■ Communitu Develonment nffiry ■ 742 Rmi Rnnd nijoovichl,", XTV '1 )Q()d ARE THERE STRUCTURES NOT SHOWN ON PLOT PLAN? tt�U ARE THERE EASEMENTS ON PROPERTY?Y A1P) 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. I have read and agree to the above. Signed Director of Building & Codes: 761-8256 (for questions regarding Building Permits, construction codes or septic systems) Zoninq 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. Application: 01 i i 1 A b^ &l 0 BUI CDES A P VAL ZONING APPROVAL 01 o DATV DATE :..................... ..... ......................... QUESTIONS? CALL 761.8256 OR EMAIL codeslagueensbu y.net VISIT OUR WEBSITE FOR MORE INFORMATION Office Use Only www.gueensbury.net Operating Permit Issued: Yes No Occupancy Type: ( Construction Classification: Assembly Occupancy Limit: Special Conditions: , Town of Queensburyj ■ Community Development Office ■ 742 Bay Road, Queensburyj, NY 12804 Check Residential Plan Review: One& Two Family Dwellings Y/N/WIA (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 2 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 Ll- Carbon Monoxide Detector Outside Lowest Sleeping Area,On Every Level& Interconnected oil Test Results,if required S tic To Well Or Water Line Separation All Paperwork Signed Queensbu Building & Code Enforcement - Residential Final Inspection / � 9 e p Office No. (518)761-$256 Arrive: amlgm Depart: am/pm Date Insertion request`received:VH _ Inspects s Initials: 'l Q NAME: �- � PERMIT#: G8 LOCATION: I Vf k, :- ,_�_ DATE: TYPE OF STRUCTURE: Comments: Yes No NIA 4° Building Number Address visible from road Chimney Height/W 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/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 waterti ht Safety glazing/Window in rwells safety glazing Interior Smoke Detectors/C on Monoxide Detecto Every level: Every Be 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 .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/Hot Water Heater operating Low water shut-off boiler Relief Valves installed/Heat Trap/Water Temp 110 Enclosed Stairs Sheetroo k Underside minimum'/:"Gypsum Basement stairs closed rise>4 inches Garage Floor Pitched Garage fire roofin /%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 din As Built Septic System/Sewer Dept. inspection Sticker Site Plan /Variance required Flood Plain Certification,if required 4— Okay to issue C/C or C 10 Temporary/Permanent LABuilding&Codes Forms\Building&Codes\Inspection Fonns\Residential Final Inspection Form_revised_100405.doc;Revised January 7,2008;Revised 6/26/08 Queensbury Building & Code Enforcement - Residential Final Inspection Office No. (518) 761-8256 Arrive: a T (R!prt: am/pm Date Inspection request received: Inspecto s Initials: NAME: WkiL_O 7,1 PERMIT#: 0 -7 AT LOCATION: t-2 DATE: TYPE OF STRUCTURE: Comments: Y2d No N/A 4" Building Number Address visible from road Chimney Height/"B"Vent/Direct Vent Location Fresh Air Intake l 3 inch Plumbing Vent through roof minimum 6 inches Roof Co late/Exterior Finish Complete Platform at all exterior doors Handrail 4 or more risers Guards at stairs decks atios more than 30 inches above grade Guard at stairwell at 34 inches or more Guard at deck,porches 36 inches or more RAi L- 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 366 inches Bathroom/Kitchen watertight Safety glazing_/Window in stairwells safety glazing Interior Smoke Detectors/Carbon Monoxide Detectors Every level: Every Bedroom: l�l�j��4LL C1V �{S 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 ►VAUL Plumbing fixtures p 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/Hot Water Heater operating Low water shut-off boiler Relief Valves installed/Heat Trap/Water Temp 110 Enclosed Stairs Sheetrock Underside minimum'/2"G sumeL��. Basement stairs dosed rise>4 inches !\ Gara a Floor Pitched Garage fireproofing/%hour fire door/door closer Duct work Sealed ro rl �i�Pk LAA5 Al 6-&E)&D Gas Logo in Sealed Rr Rl s Enclosure Final Electrical ol Final Survey Plot Plan Arc Fault Breaker in Bedrooms Flex Gas Pipe Bon din �✓��LC, g� b w/�C'-' As Built Se tic System i Sewer Dept. Inspection Sticker Site Plan /Variance required Flood Plain Certification,if required Okay to issue C I C or C 10 Temporary/Permanent L:\Building&Codes Forms\Building&Codes\Inspection FormsWesidential Final Inspection Form_revised_100405.doc;Revised January 7,2008;Revised 6/26/08 Final Survey Inspection Dept. of Community Development Town nr hv 74213 aE Q AUG 1 9 1009 Dater eirq BUILpIN & CODES NAME: W YLQ(/ LOCATION: 7Q-rk t CL 40 PERMIT M Final Survey Plot Plan ADDroved Denied The attached final survey has been received by the J� Dept.of Community Development. Upon review the survey has Cr ' wn,Zoning Administrator Notes: L:%ueHemingway\Build ng.Codes.lnspmtion-FORMSTina1 Survey Zoning Administratordoc z O Z U ~ U C) ~ O Q z U (Y W li Z U O 0 O O Co 00 LEGEND: o 0 ti a' = TREE \ o o C) =UTILITY POLE =EDGE OF WOODS d ' N Z m LOT 5 LANDS N/F OF 0 JEFFREY JOHN INGLEE �' E-+ H z p O a a LANDS N/F OF b a ° CHRISTINE STEWART LANDS N/F OF DOUGLAS MABEY P-4 a s04019' 10"w _ 12.51 ' � 4 S80044'38"E ° S79°53'20"E STONE PILE aj � w 472.37' _ ° " S82 48 50 E ' ° S79°52'50"E S82 57 50 E 144.02' 111.93 210.38' 204. 12' E_4 0 ° G4 F' O �r M A M zw N � z O zE" d lox a LOT 4 �*� F••� '� 5.09 acres I t+ All, V 5 o t� owlti•1 I61.03' 1,501, 221,666 sq.ft. Co Al Lu 8 y��yjj 2yMull V F V{ IPT iv FY °t tf STONE DRIVE ^ way �' : 1136.25' gi N80044'382W M of C LANDS N/F OF LANDS N/F OF WILLIAM MINTON CLARENCE BEAMSS z 0 c o S3000 V ONicnn8 ;- Aun9SN33nD JO NM01 t� W z n 60n1 F Z end r Cr 14=y =TFY THAT THIS MAP WAS PREPARED FROM AN ACTUAL FIELD 5RVEY- TH5 GERTFICATION SHALL " ONLY TO THE PERSONS Fqt WHOM TMR THE SURVEY WAS PREPARED. ��AGENCY DEW TO THE TITLE GOhPAtdY. GOVERN"ENT � 0 AND L04MG INSTITUTION LISTED HEREON. ADDITIONAL. O" CEOMATIONS ARE NOT TRANSFERABLE q INgm fflo"S OR 5UB5EGlll W OWPERS. l GECTFED TO• RYAN P. I'IYLOTT F� GARRIE J. MYLOTT. TRU5TG0 QR5 AND/OR A55iGN5 C 11CAGO to co °D i GERTFED _ S S 5 Dats October A 2003 MATTH scale T--AO' MAP REFERENCE., pA�p. 14OVEMOCTOBER 30. 2 NOVEhBER 18. 2 FO �u135 MAP OF A SURVEY MADE FOR AUGUST 3. 2009 LA /vJ WILLIAM K. &LISA C. GEREAU S DATED:APRIL 21, 1998 LAST REVISED:NOVEMBER 19, 1998 BY: VAN SURVEYORS,US &SLLCS SST 1 OF 1 LAN INGLEE D744 MAP OF A SUj3DIVISION INGLE MADE FOR DWG. NO. oo2o6D jEFFREYDATED:MAY 2003 LAST REVISED:SEPTEMBER 1, 2005 BY: VAN DUSEN&SrtfVES 300-1-39.2 COMMONWEALTH ELECTRICAL INSPECTION SERVICE,INC. Main Office 176 Doe Run Road-Manheim,PA 17545 MUNICIPAL CERTIFICATE - ELECTRICAL APPROVAL ...�:....t�� rt. N D 1118 4 Cut-in Card No.....................................Permit No.......-25 Owner.............. ........ ....... .. .................................... Location..... � L!!✓!...„....Z.. f2Q... . ........... Installation Consisting 24�Z.Z.P..............�..... .. j... ..3 .................................................. .................................................................................................................................................................................... InstalledBy...f.... .e G. ............................................Lic.No................................................... The conditions following governed the issuance of this certificate,and any certificate previously issued is cancelled:- This certificate only covers the electrical equipment and installation conditions as of date. Upon the introduction of additional equipment or alterations,application shall be promptly made for inspection. Inspectors of this Company shall have the privilege of m inspections at any time, and if its rules are violated,the Company shall have the right t e ke his ce tificate. �C.�1 ........................ Date...�:...(.......c.6. ..................... INSPECTOR.. .. . ....`:. ..........:............ Mnmhu�N F P A r d F l 2-Z i 111110r6k�-,- Rough Plumbing / Insulation lnsp ion Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building &Code Enforcement Arrive: am/pm Depart: am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: Lfu NAME: h'4 /C" PERMIT #: LOCATION: INSPECT ON: TYPE OF STRUCTURE: Y N NIA Rough Piumbin /Nail Plates f 1 Q nt/Vents in Place 1 % inch minimum Drain Size Washing Machine Drain 2 inch minimum � i_e Ca � Cleanout eve 100 feet/change of direction l'� Pressure Test !M ee f y0 0 Drain /Vent Air/Head 5 P.S.I. or 10 ft. above highest connection for 15 minutes V �- Pressure Test Water Supply Piping V/ Air/Head 50 P.S.I for 15 minutes Insulation/Residential Check/Commercial Check Tyvek or Similar Exterior Sealant Proper Vent, Attic Vent C 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 Th 6,)Z z Rough Plumbing / Insulation Inspection port Office No. (518) 761-8256 Date Inspection request received: _ Queensbury Building & Code Enforcement Arrive: am/pm Depart: .- _1 I zy) am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: l T NAME: PERMIT #. LOCATION: Z r 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 Drain /Vent Air/Head 5 P.S.I. or 10 ft. above highest connection for 15 minutes Pressure Test Water Supply Piping d 0 P I r 15 minutes (Rti i Residential Check/Commercial Check Similar Exterior Sealant Proper Vent, Attic Vent Door/Window Sealed No Insulation Duct/Hot Water Piping Insulation If required unheated Races 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 Once No. (518)761-8256 Date I U Z (J Queensbury Building&Code Enforcement Arrive: an-dpm part: am pm 742 Bay Road, Queensbury, NY 12804 Inspector's initials. NAME: ` U T T PERMIT#: _0 �' S LOCATION: L-1I I Ic9 INSPECT ON: c- Z ►� TYPE OF STRUCTURE: f Y N NIA COMMENTSttic raming Access 22"x 30" minimum Jack Studs/Headers Bracing/Bridging Joist hangers Jack Posts/Main Beams Exterior sheeting nailed properly �, �� 17 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 nags each side Draft stopping 1,000 sq. ft. floor trusses Anchor Botts 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 �y2 �- — Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation House side%inch or 518 inch Type X Garage side 518 inch Type X Ceilingfwall Windows Habitable Space/Bedrooms 24 in. (H) 20 in. (W) 5.7 sf above/below grade 5.0 sf grade LABuiiding&Codes Forrns4)LD16ui1dit&Codes4rapection FomnsTraminp Fvedoppft inspection Report.doc Revised January 7,2008 Framing / Firestopping Inspection Report " Office No. (518) 761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: am/pm Depart: Ipm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: 4 tu . r NAME: u PERMIT#: � LOCATION: INSPECT ON: 3 � TYPE OF STRUCTURE: Y` y.- Y N NIA COMMENTS: !2 Alk-Xccess 27 x 30" minimum Jack Studs/Headers / j �"� �3�.� L--- Bracing,Bridging V c�"�I`� Joist hangers Jack Posts/Main Beams ""- Exterior sheeting nailed properly 12"O.C. ��Z�.. �E -�.�/1Z- \t (kPj �% 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 Ice and water shield 24 inches from wall Fire separation 1, 2, 3 hour Fire wall 2, 3, 4 hour Firestopping Penetration sealed 16 inch insulation in cavq min. Garage Fire Separation House side%inch or 5/8 inch Type X Garage side 518 inch Type X CeilingNTII Windows Habitable Space/Bedrooms 24 in. (H) 20 in. (M 5.7 sf above/below grade 5.0 sf grade LABuiiding&Codes Forms-OLDNBuilding&CodesUspedion Fo mslFraming Fmmftpping Inspedion Report.doc Revised January 7,2008 Foundation Inspection Report Office No.(5 18)761-8256 Date Inspection st e iv Queensbury Building&Code Enforcement Arrive: Depart: 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initi M L c), NAME: Inspection LOCATION: -T -i' 1A LLJ) INSPECT ON: 1 11-71Qom_ TYPE OF STRUCTURE: Comments N N/A ootings 56v, ®a L" Piers ` Monolithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing C— 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 stab Backfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\Building&Codes Forrns\Building&CDdes\Inspection Forms\Foundabon inspection Report.doc Last printed 12/20/2005 9:24:00 AM Framing / Firestopping Inspection Report Office No. (518)761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: % am/psn part: am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: .42! NAME: V Lor( PERMIT#: LOCATION: ;� 44 f �� INSPECT ON: 1 0 TYPE OF STRUCTURE: Framing Y N WA COMMENTS Attic Access 220 x 3W 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 Alchor Botts 6 ft. or less on center ice and water shield 24 inches from wall Fire separation 1, 2, 3 hour Fire wall 2, 3, 4 hour Firestopping Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation House side%inch or 5/8 inch Type X Garage side 5/8 inch Type X Ceiling1wall Windows Habitable Space/Bedrooms 24 in. (H) 20 in. (" 5.7 sf above/below grade 5.0 sf grade LABuiiding&Codes Forms-OLD\Buiid ft&CodesYnspedion FormsTrarning Firestopping Inspection Rsportdoc Revised January 7,2008 ul� Septic Inspection Report Office No. (518) 761-8256 Date Ins i n request received: Queensbury Building &Code Enforcement Arrive: S am/pm Depart: am/pm 742 Bay Rd., Queensbury, NY�12804 Inspector's I itials: .M7 _ NAME: //0 - PERMIT NO.. LOCATION: INSPECT ON: RECHECK: Comments and/or diagram Soil Type: Sand C a Type of water: Municipal/ ell W Waterline se ration distance ft. Well separation distance i U"2 ft. Other wells: z 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 j Building to tank 44d ;KO Tank to Distribution Box Distribution Box to Field Pit l i 8+ Opening Sealed: v N End Ca 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 N 9, Engineer Report and As-Built Y N Locatio tern on Property: Fro Rear Left Side Right Side Middle Front Middle Rear System s pproved 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 Foundation Inspection Report Office No.(518)761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: am/ � Depart: am/pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: NAME: v b-L / PERMIT#: ` 0 s� LOCATION: UT 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 Fo dation Dampproofmg oundation Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width b inches above footing 6 mil poly for wet areas under slab B kfill Approval g Under Slab PVC Cast/Copper �)G oundation 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 Rough Plumbing / Insulation Inspection/Report Office No. (518) 761-8256 Date Inspectiop request received: Queensbury Building & Code Enforcement Arrive: '') ti�" am/pRm Depart: am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initialsm— NAME: APERMIT #: 4z LOCATION: 221 :2 INSPECT ON: .— �- TYPE OF STRUCTURE: Y N N/A Rough Plumbing416 /N it Plates KIViin—di—iiiinimurn lumbin Vent ents in Place Drain Size Washing Machine Drain 2 inch minimum Cloanout every 100 feet/change of direction ure Test rai /Vent Air/ ead 5 . or 10 ft. above highest connection for 15 minutes ressure 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 r ired unheated aces Co ustion Air Su for Furnace ct work sealed properly/No duct tape COMMENTS: Rough Plumbing Insulation Report.revised Nov 17 2003, revised February 15,2005, revised January 7,2008 Foundation Inspection Report Office No.(518)761-8256 Date Inspection "t receeiyeq Queensbury Building&Code Enforcement Arrive: ` -F ` -'depart: G:� m 742 Bay Rd.,Queensbury,NY 12804 Inspector's Im ' NAME: / /U (PERMIT#: LOCATION: INSPECT ON: — TYPE OF STRUCTURE: U Comments Y N N/A / 10 o1� i 5 Footings le ► --R 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 1 Foundation Waterproofing +1�� 12 inch wi&h hove footing 6 mil po1 or wet areas under slab ✓` -� nder 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\Foundaiion Inspection Report.doc Last printed 12/20/2005 9:24:00 AM Septic Inspection Report Office No. (518) 761-8256 Date InWIN uest received: Queensbury Building &Code Enforcement Arrive: /p �� epart: am/pm 742 Bay Rd., Queensbury, NY 12804 Inspect "- `� NAME: ail 1 GO r� PERMIT NO.: L-D LOCATION: jar-'�fl6c INSPECT ON: / 0 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 VN —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 Ca 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 M proved artial 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 Foundation Inspection Report Office No.(518)761-8256 Date Inspection i Queensbury Building&Code Enforcement Arrive: - m part: L._'�/ 742 Bay Rd.,Queensbury,NY 12804 Inspector's In . r NAME: PERMIT#: LOCATION: INSPECT 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 concre Materi or& se on site. Foundati n/Wallpour Reinforcee 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\Inspecdon Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM Foundation Inspection Report Office No.(518)761-8256 Date Ins lion request received: Queensbury Building&Code Enforcement Arrive: ' am/pm Depart: am/pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: NAME: /0-1/ /D PERMIT#: LOCATION: INSPECT ON: 7 v TYPE OF STRUCTURE: f 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 Dampproofng Foundation Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: ,42 inch width- 6 ' ove footing 6 mil for t areas under slab Bac it pproval bih Unde /PVC/Cast/Copper Foundation sulatio Interior/ xterior 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 JB3 Consulting • Joseph Biss III 553 State Route 149 -Suite B Lake George,New York 12845-3515 Phone/Fax (518) 761-9888 JBISS3(a AOL.COM NYSDOH Lab ID# 11637 NOV 2 0 2008 Rosick's Well Drilling 1175 Farley Road Hudson Fails, NY 12839 Phone: (519) 741-017Q Fa . , ^•n{ O I-- .� t i . ��ili f-T s i� nl ii: jai�� atcl`.Cd<'iCiCahi t.C(7t1- Client: Mylott #92 Tuthill Road Queensbury,New York 12804 Results: Well Head Sample DatetThue Date Date/Tinie Analysis Method Result NYSD01r Collection Received Analysis Drinking Water Number Limit 081021COI 10/21/08 10/21/08 10/21/08 Total SM <1 CFU/100 <I CFLI/100 • 1:30 P 5:00 P Coliform 9222B ml ml The results retate only to the sample(s) as received by the laboratory. The sample received was analyzed in compliance with NYSDOH and NELAP approved methods and within their accepted holding times. The result(s) is (are) equal to or lower than the StatCs limits therefore it(they) meets the requirements for NYSDOH Part 5 Drinking Water Regulations. JB3 Consult' 's liability for any work performed is limited to the amount billed to the customer I nf the claim of the customer. f Joseph Bi 1 _ Analyst/Dir c or Sunday, Octo er 26, 2008 This is an original Certificate of Analysis, do not duplicate This is page i of 1 ROSICK WELL DRILLING L.L.C. 1175 FARLEY ROAD HUDSON FALLS, NEW YORK 12839 (518)746-0173 .ate /b - (� GOCustomer 1"Ipt,{LC�t'►+� (1�1�rt�T Site Q . 1 y n+ 1 Sl Al }rN i JVt GPS# � f�'' /,2 4 2164c:y ef of � V Remarks u lic+, Jac . ' l L!? 8c) • Static Level Gals per min. `C.. o Well Depth i s Drillerues�C� y Helper z Sample Taken Remarks Four Hour draw down at 5 Gallons per minute. Sufficient water supply. • Testing report provided by: • Owner: Rosick Well Drilling T ocatiow�'� `��.,� \�.1� e� t�v.G a ��v _ 1175 Farley Road Page#: Hudson Falls,NY 12839 Yeild Test Record --'�-, \ : Date, Weather&Sample Time(Hr.Min) Tape Measurment PM (In well from top of casing) 2 � IS ro • � 3` 3 3. v)' �1 33 t t � & a . LI a a �5 y, 1 � o '3 y3 - ^ar 1 y 3 r ,3 3 ) f L1 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Am(1)COUNTY (3)DEC Well Nurnher �(2) TOWN k WATER WELL COMPLETION REPORT (4)OWNER (43 LOG (5)ADDRESS Depth to Bedrock (ft.below ground surface) (6)LOCATION OF WELL(See Instructions On Reverse) (Check here r-1 if same as address above,also provide Lat t Long below) Ground Elev. (ft.above S.L.) Show Lat/Long if available and method used Top of Casing I. (ft-,abov6 GPS n Map interpolation or below(-)ground surface) (7)DEPTH OF WELL BELOW (8)DEPTH TO GROUNDWATER DATE MEASURED TOP OF WELL LAND SURFACE(feet) —TBELOW LAND SURFACE(feet) CASINGS (9)DIAMETER P� I in. in. in. in. (10)LENGTH in, (11)GROUT TYPE 1 SEALING (12)GROUT i SEALING INTERVAL (feet) FROM TO (13)MAKE&MATERIAL (14)OPENINGS (15)DIAMETER in. in. in. in. (16)LENGTH in, • (17)DEPTH TO TOP OF SCREEN,FROM TOP OF CASING(Feet) YIELD 77 TEST (18)DATE (19)DURATION OF TEST iv (20)LIFT METHOD (21)STABILIZED DISCHARGE(GPM) ❑Pump ❑Air Lift ❑ Bail (22)STATIC LEVEL PRIOR TO TEST (23)MAXIMUM DRAWDOWN(Stabilized) (feetJinchft below top of casing) (feethnGtres below top of casing) (24)RECOVERY(Time in hours/minutes) (25)Was the water produced during the test discharged away from immediate area? Yes No PIS:INSTALLAMIN (26)PUMP INSTALLED? (27)DATE (28)PUMP INSTALLER YES NO (29)TYPE (30)MAKE (31)MODEL (32)MAXIMUM CAPACITY(GPM) (33)PUMP INSTALLATION LEVEL FROM TOP OF CASING(Feet) C7, 77 7-77 (34)METHOD OF DRILLING (35)USE OF WATER Rotary E] Cable Tool n Other (See instructions for choices), (36)DATE DRILLING WORK STARTED (37)DATE DRILLING WORK COMPLETED (38)DATE REPORT FILED (39)REGISTER SIG* L E:�9!I-L.1 N G (40)DEC REGISTRATION NO. 1175 FA!�LFZY ROAD HUDS011 FALLS, NY 12339 NYRD • (41)CERTIFIED DRILLER(Print name) (42)CERTIFIED DRILLER SIGNATURE By signing this document I hereby affirm that: (1)1 am certified to supervise water well diming activities as BOTTOM OF HOLE defined by Environmental Conservation Law§15-1502; (2)this water well was constructed in accordance with water well standards promulgated by the New York State Department of Health; (3)under the penalty of perjury the information provided in this Well Completion Report is true,accurate and complete,and OWNER COPY iindpirstand that anv fakp ,tatemprif marlp herpin iq nuniqhahlp as a rlAc.-,A Mi.qdpmpannr lindpr Pprial I aw I Foundation Inspection Report Office No.(518)761-8256 Date Inspection st r iv Queensbury Building&Code Enforcement Arrive: � m Depart: _ m 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initi s. NAME: RMIT#: LOCATION: C INSPECT ON: -- — TYPE OF STRUCTURE: CD— 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\Inspection Fonms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM 1 ' R EScheck Software Version 4.1.0 `///� Compliance Certificate Project Title: MYLOTT RERSIDENCE Report Date:08/10/08 Data filename:C:\Program Files\Check\REScheck\MYLOTT RERSIDENCE.rck' Energy Code: New York State Energy Conservation Construction Code Location: Warren County,New York Construction Type: Detached 1 or 2 Family Heating Type: Non-Electric Glazing Area Percentage: 140/. Heating Degree Days: 7635 Construction Site: Owner/Agent: Designer/Contractor: QUEENSBURY,NY 12804 RYAN MYLOTT JAMES PERKINS QUEENSBURY,NY 12804 GLENS FALLS (518)944-4365 12801 rmylott@roadrunner.com Compha-1ce Passes Maximum UA:581 Your Home UA:575=1.0%Better Than Code Gross Cavitv Cont. Glazing UA Assembly Area or R-Value R-Value or D.. Perimeter U-Factor Ceiling 1:Cathedral Ceiling(no attic) 320 38.0 0.0 9 Ceiling 2:Cathedral Ceiling(no attic) 320 38.0 0.0 9 Ceiling 3:Cathedral Ceiling(no attic) 105 38.0 0.0 3 Ceiling 4:Cathedral Ceiling(no attic) 105 38.0 0.0 3 Ceiling 5:Cathedral Ceiling(no attic) 380 38.0 0.0 10 Ceiling 6:Cathedral Ceiling(no attic) 380 38.0 0.0 10 Ceiling 7:Cathedral Ceiling(no attic) 100 38.0 0.0 3 Ceiling 8:Cathedral Ceiling(no attic) 100 38.0 0.0 3 Wall 1:Wood Frame,16"o.c. 340 11.0 0.0 17 Window 4:Wood Frame:Double Pane with Low-E 11 0.350 4 Window 5:Wood Frame:Double Pane with Low-E 17 0.350 6 Window 6:Wood Frame:Double Pane with Low-E 23 0.350 8 Window 7:Wood Frame:Double Pane with Low-E 11 0.350 4 Window 8:Wood Frame:Double Pane with Low-E 23 0.350 8 Window 9:Wood Frame:Double Pane with Low-E 23 0.350 8 Window 10:Wood Frame:Double Pane with Low-E 18 0.350 6 Window 11:Wood Frame:Double Pane with Low-E 18 0.350 6 Wall 2:Wood Frame,16"o.c. 108 11.0 0.0 7 Window 12:Wood Frame:Double Pane with Low-E 29 0.350 10 Wall 3:Wood Frame,16"o.c. 108 11.0 0.0 7 Window 13:Wood Frame:Double Pane with Low-E 29 0.350 10 Wall 4:Wood Frame,16"o.c. 78 11.0 0.0 7 Wall 5:Wood Frame,16"o.c. 78 11.0 0.0 7 Wall 6:Wood Frame,16"o.c. 56 11.0 0.0 3 Window 14:Wood Frame:Double Pane with Low-E 17 0.350 6 Wall 7:Wood Frame,16"o.c. 49 11.0 0.0 4 Wall 8:Wood Frame,16"o.c. 49 11.0 0.0 4 Wall 9:Wood Frame,16"o.c. 56 11.0 0.0 3 Window 15:Wood Frame:Double Pane with Low-E 17 0.350 6 Wall 10:Wood Frame,16"o.c. 49 11.0 0.0 4 MYLOTT RERSIDENCE Page 1 of 8 Wall 11:Wood Frame,16"o.c. 49 11.0 0.0 4 Wall 12:Wood Frame,16"o.c. 647 11.0 0.0 56 Door 2:Solid 21 0.240 5 Wall 13:Wood Frame,16"o.c. 770 11.0 0.0 59 Window 16:Wood Frame:Double Pane with Low-E 9 0.350 3 Window 17:Wood Frame:Double Pane with Low-E 9 0.350 3 Window 18:Wood Frame:Double Pane with Low-E 17 0.350 6 Window 19:Wood Frame:Double Pane with Low-E 17 0.350 6 Window 20:Wood Frame:Double Pane with Low-E 17 0.350 6 Door 3:Glass 35 0.240 8 Wall 14:Wood Frame,16"o.c. 674 11.0 0.0 56 Door 4:Glass 42 0.240 10 Basement Wall 1:Solid Concrete or Masonry 352 7.0 0.0 39 Wall height:8.0' Depth below grade:4.0' Insulation depth:7.5' Window 1:Wood Frame:Double Pane with Low-E 9 0.350 3 Window 2:Wood Frame:Double Pane with Low-E 9 0.350 3 Basement Wall 2:Solid Concrete or Masonry 240 7.0 0.0 28 Wall height:8.0' Depth below grade:4.0' Insulation depth:7.5' Basement Wall 3:Solid Concrete or Masonry 352 7.0 0.0 41 Wall height:8.0' Depth below grade:4.0' Insulation depth:7.5' Basement Wall 4:Solid Concrete or Masonry 240 7.0 0.0 31 Wall height:8.0' Depth below grade:0.0' Insulation depth:7.5' Window 3:Wood Frame:Double Pane with Low-E 9 0.350 3 Door 1:Glass 40 0.240 10 Furnace 1:Forced Hot Air90 AFUE 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. Name-Title Signature Date MYLOTT RERSIDENCE Page 2 of 8 CREScheck Software Version 4.1.0 NJ( Inspection Checklist Date:08/10/08 Ceilings: ❑ Ceiling 1:Cathedral Ceiling(no attic),R-38.0 cavity insulation Comments: ❑ Ceiling 2:Cathedral Ceiling(no attic),R-38.0 cavity insulation Comments: ❑ Ceiling 3:Cathedral Ceiling(no attic),R-38.0 cavity insulation Comments: ❑ Ceiling 4:Cathedral Ceiling(no attic),R-38.0 cavity insulation Comments: ❑ Ceiling 5:Cathedral Ceiling(no attic),R-38.0 cavity insulation Comments: ❑ Ceiling 6:Cathedral Ceiling(no attic),R-38.0 cavity insulation Comments: ❑ Ceiling 7:Cathedral Ceiling(no attic),R-38.0 cavity insulation Comments: ❑ Ceiling 8:Cathedral Ceiling(no attic),R-38.0 cavity insulation Comments: Above-Grade Walls: ❑ Wall 1:Wood Frame,16"o.c.,R-11.0 cavity insulation Comments: ❑ Wall 2:Wood Frame,16"o.c.,R-11.0 cavity insulation Comments: ❑ Wall 3:Wood Frame, 16"o.c.,R-11.0 cavity insulation Comments: ❑ Wall 4:Wood Frame,16"o.c.,R-11.0 cavity insulation Comments: ❑ Wall 5:Wood Frame,16"o.c.,R-11.0 cavity insulation Comments: ❑ Wall 6:Wood Frame,16"o.c.,R-11.0 cavity insulation Comments: ❑ Wall 7:Wood Frame, 16"o.c.,R-11.0 cavity insulation Comments: ❑ Wall 8:Wood Frame,16"o.c.,R-11.0 cavity insulation Comments: ❑ Wall 9:Wood Frame,16"o.c.,R-11.0 cavity insulation Comments: ❑ Wall 10:Wood Frame, 16"o.c.,R-11.0 cavity insulation Comments: MYLOTT RERSIDENCE Page 3 of 8 ❑ Wall 11:Wood Frame,16"o.c.,R-11.0 cavity insulation Comments: ❑ Wall 12:Wood Frame, 16"o.c.,R-11.0 cavity insulation Comments: ❑ Wall 13:Wood Frame, 16"o.c.,R-11.0 cavity insulation Comments: ❑ Wall 14:Wood Frame, 16"o.c.,R-11.0 cavity insulation Comments: Basement Walls: ❑ Basement Wall 1:Solid Concrete or Masonry,8.0'ht/4.0'bg/7.5'insul,R-7.0 cavity insulation Comments: ❑ Basement Wall 2:Solid Concrete or Masonry,8.0'ht/4.0'bg/7.5'insul,R-7.0 cavity insulation Comments: ❑ Basement Wall 3:Solid Concrete or Masonry,8.0'ht/4.0'bg/7.5'insul,R-7.0 cavity insulation Comments: ❑ Basement Wall 4:Solid Concrete or Masonry,8.0'ht/0.0'bg/7.5'insul,R-7.0 cavity insulation Comments: Windows: ❑ Window 4:Wood Frame:Double Pane with Low-E,U-factor.0.350 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑ Window 5:Wood Frame:Double Pane with Low-E,U-factor.0.350 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑ Window 6:Wood Frame:Double Pane with Low-E,U-factor.0.350 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑ Window 7:Wood Frame:Double Pane with Low-E,U-factor.0.350 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑ Window 8:Wood Frame:Double Pane with Low-E,U-factor:0.350 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑ Window 9:Wood Frame:Double Pane with Low-E,U-factor:0.350 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑ Window 10:Wood Frame:Double Pane with Low-E,U-factor.0.350 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑ Window 11:Wood Frame:Double Pane with Low-E,U-factor:0.350 MYLOTT RERSIDENCE Page 4 of 8 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑ Window 12:Wood Frame:Double Pane with Low-E,U-factor:0.350 For windows without labeled U-factors,describe features: Vanes Frame Type Thermal Break? Yes No Comments: ❑ Window 13:Wood Frame:Double Pane with Low-E,U-factor:0.350 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑ Window 14:Wood Frame:Double Pane with Low-E,U-factor:0.350 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑ Window 15:Wood Frame:Double Pane with Low-E,U-factor:0.350 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑ Window 16:Wood Frame:Double Pane with Low-E,U-factor:0.350 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑ Window 17:Wood Frame:Double Pane with Low-E,U-factor:0.350 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑ Window 18:Wood Frame:Double Pane with Low-E,U-factor:0.350 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑ Window 19:Wood Frame:Double Pane with Low-E,U-factor:0.350 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑ Window 20:Wood Frame:Double Pane with Low-E,U-factor:0.350 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.0.350 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑ Window 2:Wood Frame:Double Pane with Low-E,U-factor:0.350 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑ Window 3:Wood Frame:Double Pane with Low-E,U-factor:0.350 MYLOTT RERSIDENCE Page 5 of 8 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: Doors: ❑ Door 2:Solid,U-factor:0.240 Comments: ❑ Door 3:Glass,U-factor:0.240 Comments: ❑ Door 4:Glass,U-factor:0.240 Comments: ❑ Door 1:Glass,U-factor:0.240 Comments: Heating and Cooling Equipment: ❑ Furnace 1:Forced Hot Air:90 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: ❑ Installed on the wane-in-winter side of all non-vented framed ceilings,walls,and floors. Materials 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 R-11. ❑ Return ducts in unconditioned attics or outside the building are insulated to R-6. ❑ Supply ducts in unconditioned spaces are insulated to 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: ❑ 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 duds 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. MYLOTT RERSIDENCE Page 6 of 8 Lj 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: Lj 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. Lj 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: Lj 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: Lj HVAC piping conveying fluids above 105 degrees F or chilled fluids below 55 degrees F are insulated to the levels in Table 2. MYLOTT RERSIDENCE Page 7 of 8 1 • t s i Table 1:Minimum Insulation Thickness for Circulating Hot Water Pipes 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) MYLOTT RERSIDENCE Page 8 of 8 34X12 GIRDER 2Xtt SPP JOIST Dvlgn/Bu+id Ok. 6=4"OC lar�eroftfd ,,y I FLUSH FIRST FL Log h, N •Timber Frame a zxloar— M " F ILE � 4MME JOIST 0Canved Log ritlo2X10 PT NAILER HANGERu) JOIST 2X6 SPF STUDSConventloml 9k - 0 CRETE FOOTING HANGER ®1'4"OCOP� r SEC ON A-5 �+ DECK ABOVE SCALE.NT a r 44 t. 10' � 12' ;I �I — —M0=3'0•I/4 H,�ZZ b — A0 35.1 p 2XATJ T5 `-- g^POURED 4 ) 4"OVER LIN O � CONCRETE WALLITto COJ4pETEP0OTM co I I N IZ DEEP ONC FOOTING W/ LINE UULL s RAISEDFLOOR I I v_ ~ BEARINGWALL ? 1 W/2X6 STUDS a 1'4"OC N GIRDER T� I I 2X6 PT BOTTOM PLATE I i Bl -6�" B'-1 I�" 9-6' GIRDER I I M DATE REVISION (TVP�ETE POOTI I 13 »Z I S 6" PKT(TYP) I O enf� m b N i F 6TgEkir� o- a 9iviw m I 4aX12 PT HEADER ( 3"0 /• 7 3'XA'XC 3"0 D I m2'X2'XI' ADJUST U CONCFT'B ADJUST I I OVER WALK OUT ST'LCOL .�, -2'Xa'Xl' ST'LCOL CONCRETE FOOTING p0pp ( A W/44 BAR5 BW CONIC FT'G I I (TYP) 2'x2'xl' I I iv� ( CONC FYG POST 12 DEEP LOIJC FO TINS W/ 2XI0 PT J STS N I l� MECH M4 BARS ,�,m y„. 1 I b n -2X12 SPF Sb l COL b R A b N I ITI'T J, t/ 1 r� I — —� i QASEMENT 'UYcaNCFrs I la 4"FIBREGLASS REINFORCED TOP OF ll%D'0" ---- — CONCRETE SLAB — — — -- LINEOF ------ RAISED FLOOR 1 2' I FIpE RACE ke I �— ABOVE r �� — a Q— W — — ————————— ---- L cc Z B'-Bt 20' 0) 9 ( LINE OF > DECK ABOVE TOM Or CUE E.,.,. 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