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2010-040 ..4111A TOWN OF QUEENSBURY 742 BayRoad,Queensbury,NY 12804-5902 (518) 761-8201 �� Q rY, Community Development - Building & Codes (518) 761-8256 iiili CERTIFICATE OF OCCUPANCY C Permit Number: P20100040 Date Issued: Friday, April 06, 2012 W ), This is to certify that work requested to be done as shown by Permit Number P20100040 D m has been completed. Ow g w Rd DIXON " Location: 2 Q 1 Tax Map Number: 523400-302-014-0001-079-002-0000 Z Owner: HAYES & HAYES LLC u) Applicant: HAYES & HAYES LLC o i Z This structure may be occupied as a: ct E O o J Duplex i By Order of Town Board Q C gCC icis,.7 TOWN OF QUEENSBURY w u ., Issuance of this Certificate of Occupancy DOES NOT relieve the property / pner of the responsibility for compliance with Site Plan,Variance, or (--- 4,A0,4 '\ 0 LL other issues and conditions as a result of approvals by the Planning Board Director of Building&Code Enforcement or Zoning Board of Appeals. Queerisbury Building &Code Enforcement - Residential;Final Inspectio 11 Office No. (518)761-8256 , i ii, , / - Arrive: am/pm Depart: ,- ,am/pm Date Inspection request received: l`-)}I/ c'" Inspector's Initials: ,f ..: - NAME: r /PERMIT#: -f LOCATION: . ._ t ,�; .% f ) $r""'x r -/ DATE: t (. r'. i -_ TYPE OF STRUCTURE: Comments: • Yes``No N/A 4" Building Number Address visible from road Chimney Height/"B"Vent/Direct Vent Location 'B ,1 r Fresh Air intake -A-P 3 inch Plumbing Vent through roof minimum 18 inches 41,//: , Roof Complete/Exterior Finish Complete a , 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 moreix . 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 V.,,„ Gas Valve shut-off exposed/regulator 18 inches above grade Interior privacy/trim/doors/main entrance 36 inches Bathroom/Kitchen watertight Safety glazing/W in stairwells safety - ing f Interior Smoke ectors/Carbon no Detectors �/ Every level: Eve Bede: V Outside every bedroomea: 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 Plumbing fixtures V Foundation insulation I Insulation Certification/Sticker on Panel Floor truss,draft stopping finished basement 1,000 sq.ft. f Emergency egress below grade i!/ Gas Furnace shut-off within 30 feet or within line of site / Oil Furnace shut-off at entrance to furnace area tf Fumace/Hot Water Heater operating Low water shut-off boiler .t./:,,,I 1,1". Relief Valve(s)installed/Heat Trap/Water Temp 110 Enclosed Stairs Sheetrock Underside minimum W Gypsum Basement stairs closed rise>4 inches tc,/ Garage Floor Pitched Garage fireproofing/%hour fire door/door closer Duct work Sealed properly / Gas Logs in Sealed or Glass Enclosure Final Electrical Final Survey Plot Plan Arc Fault Breaker Habitable Spaces/Tamper Proof Receptacles Flex Gas Pipe Bonding As Built Septic System/Sewer Dept. Inspection Sticker Site Plan /Variance required f Flood Plain Certification,if requiredr/l/ ' Okay to issue C/C or C/0[Temporary/Permanent ,;,;i, .•;:_;, L:\Building&Codes Forms\Building&Codes\Inspection Forms\Residential Final Inspection Form_revised_100405.doc;Revised January 7,2008; Revised 6/26/08;Revised 12/22/10 C (bS�..r� i 2—L 10 — / R Queensbu Build ng & Co En orcem n -rY e tResidential Final Inspection Office No. (518) 761-8256 V / 2. Arrive: am/pm art: I am/pm 3(j Date Inspection request received: ' / Inspector's Initials: A NAME: L-S / S PERMIT#: I u LOCATION: h , x� k, __.{› , 31 ric 7 ) DATE: 2 TYPE OF STRUCTURE: Comments: N:fr No N/A 4" Building Number Address visible from road Chimney Height/"B"Vent/Direct Vent Location V Fresh Air Intake 3 inch Plumbing Vent through roof minimum 18 inches / 0 d-f-71`dt-ci?"-e Roof Complete/Exterior Finish Complete ✓� Platform at all exterior doors ✓� h- Handrail 4 or more risers Guards at stairs,decks, patios more than 30 inches above grade �j' Guard at stairwell at 34 inches or more ✓✓ CD—Sijk (54)---tF3- Guard at deck, porches 36 inches or more f�� - Handrail Termination at Newell Post or Wall V,/ ��j�� Interior/Exterior Railings 34 inches to 38 inches Deck Bracing/Handicapped Ramp Compliant ✓ .c.--..\_ Grade away from foundation 6 inches with 10 feet ' I/ 1 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 V Safety glazing/Window in stairwells safety gl ing n Z. Interior Smoke D sectors/Carbon 'd ors (2,)Every level: ,./ Ev Bedr �� Outside every bedroom rea: / Inter Connected: Battery backup: � / k/� � Attic access 30 inches x 22 inches x 30 inches(height)in accessible area V / Crawl Spaces 18 inch x 24 inch access, 1 sq.ft.-150 sq.ft.vents I/ Bathroom Fans,if no window 4 Plumbing fixtures Foundation insulation/Insulation Certification/Sticker on Panel /, — Floor truss,draft stopping finished basement 1,000 sq.ft. -, -W�. egress below grade GasEmergency ,k/ ��►—G~ Gas Furnacew shut-off within 30 feet or within line of site Oil Furnace shut-off at entrance to furnace area Furnace/Hot Water Heater operating Low water shut-off boiler Relief Valve(s)installed/Heat Trap/Water Temp 110 Enclosed Stairs Sheetrock Underside minimum'A"Gypsum s Basement closed rise>4 inches ✓ 12 Garage Floor Pitched ''C- `A Garage fireproofing/3A hour fire door/door closer /` Duct work Sealed properly �/ Gas Logs in Sealed or Glass Enclosure_ •/ Final Electrical Final Survey Plot Plan /0 Arc Fault Breaker Habitable Spaces/Tamper Proof Receptacles � / Flex Gas Pipe Bonding V As Built Septic System/Sewer Dept. Inspection Sticker / —� Site Plan /Variance required itio A--S Flood Plain Certification, if required �„�- Okay to issue C/C or C/0[Temporary/Permanent] �_ L:\Building&Codes Forms\Building&Codes\Inspection Forms\Residential Final Inspection Form_revised_100405.doc; Revised January 7,2008; Revised 6/26/08;Revised 12/22/10 Rough Plumbing / Insulation Ins ction Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building &Code Enforcement Arrive: am/pm Depa . am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: ' k NAME: t.,,�/ PERM !� ' S IT #: [� 0 � LOCATION: alling'. e' a' INSPECT ON: - , 2_ TYPE OF STRUCTURE: Y N N/A Rough Plumbing I Nail Plates Plumbing Vent/Vents in Place 1 6 inch minimum Drain Size Washing Machine Drain 2 inch minimum Cleanout every 100 feet I 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 50 P.S.I for :5 minutes Insulation/ : - -idential Check/Commercial Check , imilar Exterior Sealant ` ` Proper Vent, Attic Vent 14 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.rsvised Nov 17 2003, revised February 15,2005, revised January 7,2008 Rough Plumbing I Insulation Inspection Report Office No. (518) 761-8256 Date Inspection request received: Z I' Z Queensbury Building &Code Enforcement Arrive: am/pm Depart: MEE m/•m 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: . 61MX1._ NAME: H,� __ �' S d- s PERMIT #: ZO U - OLIO LOCATION: h Nx_ ( -o , INSPECT ON: 1?- TYPE OF STRUCTURE: I _ Y N N/A Rough Plumbing/Nail Plates OM Plumbing Vent/Vents in Place 1 %inch minimum Drain Size Washing Machine Drain 2 inch minimum Cleanout every 100 feet/change of direction Pressure Test Drain/Vent Air/Head 5 P.S.I. or 10 ft. above highest connection for 15 minutes Pressure Test Water Supply Piping Air/Head 50 P.S.I for 15 minutes nsulation/Residential Check/Commercial Check Tyvek or Similar 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: i � - `�-�h-. 7`x'-5 /`ry c e:-k 1-21 5-C i l Rough Plumbing Insulation Report.revised Nov 17 2003, revised February 15,2005, revised January 7,2008 - r® /t Rough Plumbing I Insulation inspectr n 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: /'o ) P NAME: ' f ! PERMIT #: -4(2-74° LOCATION: / f INSPECT ON: - TYPE OF STRUCTURE: \ .5 Y N N/AJ Rough Plumbing/Nail Plates Plumbing Vent 1 Vents in Place 1 % inch minimum Drain Size Washinj 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 CE)115 minutesesidentiai Check/Commercial Check Similar Exterior Sealant Proper Vent, Attic Vent Door/Window Sealed (No Insulation) 64 Duct/Hot Water Piping Insulation if required unheated spaces Combustion Air Suppler for Furnace Duct work sealed properly/No duct tape COMMENTS: �f�� .� 5 '�C Rough Plumbing Insulation Report.revised Nov 17 2003, revised February 15,2005, revised January 7,2008 Rough Plumbing I Insulation Inspection Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building &Code Enforcement Arrive: am/pm Depart: 1am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: ix A A) NAME: PERMIT#: 'Zo(o- a4O LOCATION: (IX INSPECT ON: —A0V�� TYPE OF STRUCTURE: Y N N/A Rough Plumbing/Nail Plates Plumbing Vent I Vents in Place 1 % inch minimum Drain Size Washing Machine Drain 2 inch minimum l Cleanout every 100 feet I change of direction // Pressure Test`" Drain/Vent / Air/Head 5 P.S.I. or 10 ft. above hhest connection for 15 minutes Pressure Test 7CA-fat(Vt--. Water Supply Piping fir' Air/Head 50 P.S.I for 15 minutes Insulation I Residential Check I Commercial Check . T ek or Similar Exterior Sealant Proper Vent, Attic Vent Door/Window Sealed (No Insulation) Duct I Hot Water Piping Insulation ° If =•uired unheated •aces Combustion Air Supply for Furnace Duct work sealed properly/No duct tape / 3o COMMENTS: _ Rough Plumbing Insulation Report.revised Nov 17 2003, revised February 15,2005, revised January 7,2008 -7(Rough Plumbing Plumbing / insulation Inspection Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building &Code Enforcement Arrive: am/pm Depart: _LI am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials:• kT" NAME: mt:..r ',-CN _ PERMIT #: LOCATIO : Ar1 �� - INSPECT ON: /2Ayls TYPE OF STRUCTURE: Y NIA Rough Piumbin. Nail Plates i i •'' t/Vents in Place 1 % inch minimum Drain Size Washing Machine Drain 2 inch minimum Cleanout every 100 feet I change of direction Pressure Test Drain/Vent Air/Head 5 P.S.I. or 10 ft. above highest connection for 15 minutes Pressure Test Water Supply Piping Air/Head 50 P.S.I for 15 minutes Insulation/Residential Check/Commercial Check Tyvek or Similar Exterior Sealant Proper Vent, Attic Vent Door/Window Sealed (No Insuiationi Duct/Hot Water Piping Insulation If required unheated spaces Combustion Air Supply for Furnace ft't Duct work sealed properly I No duct tape COMMENTS: Rough Plumbing Insulation Report.revised Nov 17 2003, revised February 15,2005, revised January 7,2008 - 7/ Foundation Inspection Report Office No.(518)761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: am/pm Depart: ")am/pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: NAME: PERMIT#: L 1 OCATION: INSPECT ON: /2 —R-1"—// TYPE OF STRUCTURE: Comments y NL Footings iers Monolithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site. _ Foundation/WaLlpour Reinforcement in Place 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\Buiidiing&Codes\Inspection Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM Framing / FirestoppingI4 ,fion apo Office No. (518)761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: am/pm Depart;72..405-erhiPm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials:60_49 NAME: ! PERMIT#: �/Y LOCATION: / "' 'L , INSPECT ON: TYPE OF STRUCTURE: Y Framing tit 22" x 30*minimum , C Jack Studs/Headers Bracing/Bridging — � < � �,f � 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 MePlate tal �(Strapping (8) 16D nails each ales Draft stopping 1,000 sq. ft. floor trusses Anchor Bolts 6 ft. or less on center Ice and water shield 24 inches from wall Fire separation 1, 2, 3 hour Fire wall 2, 3, 4 hour Firestopping Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation House side'A inch or 5/8 inch Type X Garage side 5/8 inch Type X Ceiling/wall Windows Habitable Space/Bedrooms 24 in. (H) 20 in. (W) 5.7 sf above/below grade I 5.0sfgrade L:tBuflding&Codes Fortes-OLD Building&Codes'nspectbn FonnsVFrarning Firestoppinp Inspeclion Report.doo Revised January 7,2008 _zi //7/61,,,c_3(/(7 Framing / Firestopping Inspection Report Office No. (518)761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: am/pm • _ • =rt:2 am/pm 742 Bay Road, Queensbury, NY 12804 inspector's Initials: up, . ti NAME: *-/a PERMIT#: i'if r LOCATION: U J , 7 — _V• INSPECT ON: / - TYPE OF STRUCTURE:- • • N COMMENTS: Framing Attic Access 22"x 30" minimum Jack Studs/Headers Bracing/Bridging Joist hangers Jack Posts/Main Beams Exterior sheeting nailed properly 12"O.C. Headroom 6 ft. 8 in. Stairwells 36 in. or more Exterior Deck Bracing Headroom 6 ft. 8 in. • Notches/Holes/Bearing Walls Metal Strapping for Notches Top Plate 1 %(w) l6 gauge(8) 16D nails each aide Draft stopping 1,000 sq.ft. floor trusses sy • =, • • s 6 , or lesson center Ice and water sh = • 24 inches from wall kf ion 1, 2, 3hour Fire wall 2, 3, 4 hour Firestopping Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation House side%inch or 5/8 Inch Type X Garage side 5/8 inch Type X Ceiling/wall Windows Habitable Space/Bedrooms 24 in. (H) 20 in. (W) 5.7 sf above/below grade 5.0 sf grade L:\Bufding&Codes Forms-OLDDBuliding&Code&Jnspection Fonos$Freming Firestopping Inspection Re pert.doc Revised Janurry 7,2006 Foundation Inspection Report Office No.(518)761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: am/p Depart:j0,e. am/pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: `` �jj NAME: --.,kc PERMIT#: 2,0(0 Y � LOCATION: L I tiX oN INSPECT ON: (0 [ Z� C 0 TYPE OF STRUCTURE: �Acsr,-4. —' Conpnentit Y N N/A Footings Piers ---tfr. Monolithic Slab (- ''' 7 V 1 ' Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site. _ Foundation/Wallpour Reinforcement in Place Footing Dowels or Keyway in place Foundation Dampproofing Foundation Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: ,IV' 12 inch width ' t 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:\Bufding&Codes Forms\Building&Codes\Inspection Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM /`1 Foundation Inspection Report Office No.(518)761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: am/pm Depart:47. iT(am/pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: _,RC1 /� NAME: �f C- ��;S PERMIT#: " C14-41 LOCATION: 7 f X,c. INSPECT ON: /; - TYPE OF STRUCTURE: ` r�< 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 Damppproofmg - eJ `- Foundation Waterproofing g, Ci04-0Z 4e3 >i Footing Drain Daylight or Sump V (FootingDrain St ne: 6 inches above footing 6 mil poly for wet areas under slab b`. 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 FormsWoundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM to - j; Foundation Inspection Report Office No.(518)761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: /1):/47amJpn Depart: am/pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: U NAME: i4 jcY5 PERMIT#: )ci LOCATION: 1D(7.b6) R INSPECT ON: q7/ j /0 TYPE OF STRUCTURE: Comment Y N N/A 1//Footings Piers Monolithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site. _ Foundation/Wallpour Reinforcement in Place Footing Dowels or Keyway in place Foundation Dampproofing Foundation Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab Backfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\Building&Codes Forms\Building&Codes\Inspectlon Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM 1-3 7t4, Foundation Inspection Re-fort j Office No.(518)761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: 1 Warn/pm Depart: am/pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: NAME: Q 9 PERMIT#: /L9i94'D—LOCATION. �d 71. INSPECT ON: � -/4—/ TYPE OF STRUCTURE: ,( Con}men# Y N NA Footings Piers Monolithic Slab 441 emby Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site. Foundation/Wallpour Reinforcement in Place Footing Dowels or Keyway in place Foundation Dampproofing Foundation Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab Backfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\Buliding&Codes Forms\Building&Codes\Inspection Forms\Foundatlon Inspection Reportdoc Last printed 12/20/2005 9:24:00 AM Foundation Inspection Report Office No.(518)761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: 2: pmftec Depart: am/pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials:<_ NAME: 6-�j PERMIT#: `O 0(0u LOCATION: i�,'X�;, �� . INSPECT ON: � fj�+ TYPE OF STRUCTURE: Congment 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 concrete. s for this purpose on site. _ Fo• . •'!on/Walipour einforceie7i Place Footing ►, •we or Keyway in place Foundati pproofing 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