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2011-348 TOWN OFQ UEENSBURY w 742 Bay Road,Queensbury,NY 12804-5902 518 761-8201 Community Development - Building & Codes (518) 761-8256 CERTIFICATE OF OCCUPANCY Permit Number: P20110348 Date Issued: Tuesday, April 17, 2012 This is to certify that work requested to be done as shown by Permit Number P20110348 has been completed. Location: 15 ROBERTS Ct Tax Map Number: 523400-308-018-0002-071-000-0000 Owner: KIMBERLY& ANDREW CARAYIANNIS Applicant: KIMBERLY & ANDREW CARAYIANNIS This structure may be occupied as a: Garage Detached By Order of Town Board TOWN OF QUEENSBURY Issuance of this Certificate of Occupancy DOES NOT relieve the property • owner of the responsibility for compliance with Site Plan, Variance, or other issues and conditions as a result of approvals by the Planning Board "�" '1` Director of Building&Cod Tnfor ; ent or Zoning Board of Appeals. 4 TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 Community Development-Building&Codes (518) 761-8256 BUILDING PERMIT Permit Number: P20110348 Application Number: A20110348 Tax Map No: 523400-308-018-0002-071-000-0000 Permission is hereby granted to: KDABERLY&ANDREW CARAYIANNIS For property located at: 15 ROBERTS Ct 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: KIMBERLY&ANDREW CARAYIA 15 ROBERTS Ct Garage Detached QUEENSBURY,NY 12804 Total Value Contractor or Builder's Name/Address Electrical Inspection Agency TEAKWOOD BUILDERS NY 12804-0000 Plans&Specifications 2011-348 Area Var. 57-2011 approved for second garage on parcel. See C. Brown,ZA letter dated Aug. 8, 2011 609 sq ft detached garage withh 288 sq ft 2nd floor storage $134.55 PERMIT FEE PAID-THIS PERMIT EXPIRES: Saturday,October 13,2012 (If a longer period is required,an application for an extension must be made to the code Enforcement Officer of the Town of Queensbury before the expiration date.) Dated at the Town o Quee sbury;. �pThuy§d`aypOctober 13,2011 SIGNED BY for the Town of Queensbury. Director of Building&Code Enforcement ----------------------------------- r_______________ o OFFIC USE ONLY + IE C7%�_Q M T MNO. �PERMIT NO. 0 FEE PAID ?L � BLDG.&CODES APPROVAL , 'JUL 1-9 2011 , 0 _______________________________________________ . E WWQF QIEENSBl M' ACCESSORY STRUCTURE BUILDING PERMIT APPLIC ()WILDING&CODES Use this application for any structure other than the Principal Structure (house) to include, but not limited to: garage, shed, greenhouse, dock, deck, etc. Refer to Informational Brochure No. 3 entitled Accessory Structures- Sheds/Fences. A PERMIT MUST BE OBTAINED BEFORE WORK BEGINS.APPLICATION IS SUBJECT TO REVIEW BEFORE ISSUANCE OF A VALID PERMIT.NO INSPECTIONS WILL BE MADE UNTIL THE APPLICANT HAS RECEIVED A VALID BUILDING PERMIT. OWNER: An� � K."o INSTALLER/BUILDER: ADDRESS: « ( _(kS C� lxav ADDRESS: g _y_,kLca aaCs PHONE NOS. PHONE NOS. �t�" Sis�" ZPQV � LOCATION OF PROPERTY: �trh2. SUBDIVISION NAME:: LOCATION OF PROPOSED CONSTRUCTION AND/OR INSTALLATION- ESTIMATED COST OF CONSTRUCTION: $ q4—135 ANY OTHER ACCESSORY STRUCTURES ON PROPERTY? WO IF YES,PLEASE LIST: 1, CONTACT PERSON FOR BUILDING&CODES COMPLIANCE: 6xk �:fY1•yl PHONE: sr " PROPOSED PROPOSED CONSTRUCTION 1 FLOOR 2 FLOOR TOTAL HEIGHT SQ.FT SQ.FT. SQ.FT. FT.&IN. OPEN PORCH DECK 3 SEASON,COVERED OR ENCLOSED PORCH* BOATHOUSE BOATHOUSE WITH SUNDECK DOCK SHED POLE B RN DETACHED GARAGE(NO.OF CARS: q OTHER ACCESSORY STRUCTURE: *CONSIDERED FLOOR AREA&MUST COMPLY WITH FAR[FLOOR AREA RATIO]REQUIREMENTS IF THE STRUCTURE IS LOCATED IN THE WATERFRONT RESIDENTIAL ZONE. To the best of my knowledge, the statements contained in the application, together with the plans and specifications submitted, are a true and complete statement of all proposed work to be done on the described premises and that all provisions of the Building Codes,the Zoning Ordinance, and all other laws pertaining to the proposed work shall be complied with,whether specified or noted, and that such work is authorized by the owner. Further, it is understood that I/we shall submit prior to a Certificate of Occupancy or Certificate of Compliance being issued, as requested by the Zoning Administrator or Director of Building and Codes, an As- Built Survey by a licensed surveyor,drawn to scale showing actual location of all new construction. I have read and ag�to t -a ove. T v QUESTIONS? CALL 761-8256 OR EMAIL Signed Dated: � � codes((-gueensburv.net !� t l VISIT OUR WEBSITE FOR MORE INFORMATION Name/Title(Printed) t i OOCI a c C` ?t rV-_9_ www.gueensbury.net „I;NSTRUCTIONS-'FQR SUBMISSION OF A BUILDING PERMIT FOR -STRUCTURE: AN AC�CESSORY. PI-easiiJi-n-tc"16de theJ6116wing documentation with the submission of a completed APPLICATION FOR”ACCESSORY-STRUCTURE PERMIT: A Fences up to 6 ft.high 1. TWO PLOT PLANS— Drawn to scale with the use of a survey map, if possible. B Fences,except stockade fences;4 ft.high See sample at right. C Fences,,except,stockade fences up to 5 ft.high D Maximum 3 ft.high fence,no stockade fences ✓ Indicate proposed structure, showing setback dimensions from cc Rear Yard Rear Yard all surveyed property lines A A ✓ Show location of all existing C House House structures on the property Main ✓ Show location of water supply (well B EntranceB or water lines) 42 Frontber I Yard Front Yard 09 Nm ✓ Show location and configuration of septic disposal system or sewer line Clear Vision street Zone 2.TWO SETS OF STRUCTURAL DRAWINGS to include: ✓ Floor Plan QUESTIONS? CALL 761-8256 OR EMAIL codesAgueensbury.net ✓ Foundation Plan VISIT OUR WEBSITE FOR MORE INFORMATION V Cross Section www.aueensbury.net ✓ Elevations All Applications are subject to Zoning Administrator, Code Compliance, and Structural plan review. Approval of your application could be subject to a variety of reviews, including but not limited to: 0 Zoning Board of Appeals: Area, Use or Sign Variance application o Planning Board: Site Plan Review, Subdivision Review o Town Board: Septic Variance review by the Town Board of Health Framing / FirestoPP 9 in Inspection Report Pe Po Office No. (618)761-8256 Date Inspection request received: /,�, Queensbury Building&Code Enforcement Arrive: 9 am/pm Depart: am m 742 Bay Road, Queensbury, NY 12804 inspector's initials: i NAME: PERMIT#: L LOCATION: i Cct4elf INSPECT ON: �- Z TYPE OF STRUCTURE: Y N A COMMENTS: ming Attic Access 22" x 30" minimum Jack Studs/Headers Bracing/Bridging i Joist hangers 1/ Jadc 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 %W16 gauge 8 16D We each We 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 5.0 sf grade USuilding&Codes Forms-CLO Building&CodesUnspedion Fomikwdng FindoWnp Inspedion Repod doc Revised January 7,20M Residential Final Inspection Office No. (518) 761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: ,ry am/pm Depart: am/pm 742 Bay Rd., Queensbury,NY 12804 Inspectors Initials: j:- Jl ,,// NAME: �et i� n lJ PERiv1IT LOCATION: DATE: �3 z.— TYPE OF STRUCTURE: Comments Y N N/A Chimney Ht./"B"Vent/Direct Vent Location Fresh Air Intake 3 inch Plumb Vent through roof Roof Complete Guard 30 in.or more @ stairs,decks,patios Guard at stairwell at 34 in. or more Guard at deck,porches 36 in. or more Exterior Finish Complete Interior/Exterior Railings 34 in. to 38 in. Platform at all exterior doors Interior Handrails stairs 2 or more risers Grade away from foundation 6 in.with 10 ft. Handrail Termination at Newell Post or Wall 8 inch clearance to sill plate Gas Valve shut-off exposed/regulator 18"above grade Gas Furnace shut-off within 30 ft. or within line of site Oil Furnace shut-off at entrance to furnace area Fumace/Hot Water Heater operating Low water shut-off boiler Relief Valve(s)installed Interior privacy/trim/doors/main entrance 36 in. Bathroom/Kitchen watertight Safety glazing Window in stairwells safety glazing Interior Smoke Detectors: Every level: / Every Bedroom: Outside every bedroom area: Inter Connected: / Battery backup: Bathroom Fans,if no window Carbon Monoxide detector Plumbing fixtures Foundation insulation Floor truss,draft stopping finished basement 1,000 sf Emergency egress below grade Basement stairs closed rise>4 inches 3/4 hour fire door/door closer Garage fireproofing Duct work Sealed properly Attic access 30 in.x 24 in.x 30 in.(ht.)In accessible area Crawl Spaces 18"x 24"access, 1 s . ft.-150 s . ft.vents Building No./Address visible from road Final Electrical Site Plan /Variance re uired Final Survey Plot Plan As Built Septic System/Sewer Dept.Inspection Sticker Flood Plain Certification, if required Okay to issue C/C(Cert. Of Compliance) Okay to issue Temporary C/O(Cert. Of O cV. Okay to issue Permanent C/O(Ce f Occu an L:\SueHemingway\Building.Codes.Inspecti es.Final Insp.foam 2.doc edited January 28,2003 Frr m rig Firestopping n ion epo Office No. (518)761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: am/pm Depart: 1 a' /pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: 1 _ NAME: PERMIT#: ` 1W R� LOCATION: INSPECT ON: TYPE OF STRUCTURE: Y Framing A COMMENTS: — -- Attic Access 22"x 30" minimum Jack Studs/Headers Bracing/Bridging Joist hangers Jadc 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 naus each side Draft stopping 1,000 sq. ft. floor trusses �raelikBolts 6 or less on center i Ice and water ield 24 inches from.wall 'on 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 Ceilingtwall Windows Habitable Space/Bedrooms 24 in. (H) 20 in. OM 5.7 sf above/below grade 5.0 sf grade USuilding&Codes Formsd1L1316uilding&Codesllnnspec Lion FormslFF&Wng FirsdoWng Inspection Report.doc Revhw January 7,2= Framing / Fires opping Inspection Report Office No. (618)761-8258 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: am/pm Depart: i am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: NAME:__r,e,_ PERMITl LOCATION: INSPECT ON: 41 TYPE OF STRUCTURE: Y A N A COMMENTS: Framing L r77- Wfieft—cess 22" x 30° minimum Jack Studs/Headers Bracing/Bridging Joist hangers Jadc Posts/Main Beams Exterior sheeting nailed property 12"O.C. Headroom 6 ft. 8 in. StairweNs 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 naus each sloe 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%inch or 518 inch Type X Garage side 518 inch Type X Cellingtwall Windows Habitable Space/Bedrooms 24 In. (H) 20 in. OM 5.7 sf above/below grade 5.0 s#grade L-Sulift&Codes Forms-OLMull ft&C:odeslinspewon FoM1FnaMhV Flnestopft IrAspadion ftwt.doc Revised January 7,2008 0.1do) Foundation Inspection Report Office No.(518)761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: am/p Depart:4? �pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: NAME: PERMIT#: �L-/ � LOCATION: d INSPECT ON: TYPE OF STRUCTURE: Comments Y N N/A Footings Piers 00, Monolithi 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 Fors\Building&Codes\Inspection Fors\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM 0 o- 0 Foundation,Inspection Report Office No.(518)761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: am/pm Depart:/Lam/pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: NAME: ,! ._S PERMIT#: LOCATION: INSPECT ON: TYPE OF STRUCTURE: Comm Y N NA Footings Piers Monolithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the cone Material 's purii6o on site. Foundation allpour Reinforcemen 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 Inspection request received: Queensbury Building&Code Enforcement Arrive: am/p Depart:/ pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: l ` ^ NAME: ERMIT#: v� LOCATION: O 'INSPECT ON: TYPE OF STRUCTURE: Comm n Y N NA Footings Piers Monolithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the conere . Material or this s on site. Foundati /Wallpour Reinforce ent in Place Footing Dowels or Keyway in place Foundation Dampproofing Foundation Waterproofing i 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\lnspeWon Forms\Foundation 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: am/p Depart: am/pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: ` NAME: r4 PERMIT#: l LOCATION: INSPECT ON: TYPE OF STRUCTURE: Comm n Y N NA Footings Pliers 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 2 . Footing Dowels or Keyway in place c= - 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 Backfdl 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 Fonns\Foundatlon Inspecction Reportdoc Last printed 12/20/2005 9:24:00 AM ` TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 j518)761-8201 Community Development-Building&Codes (518) 761-8256 BUILDING PERMIT Permit Number: P20110348 Application Number: A20110348 Tax Map No: 523400-308-01.8-0002-071-000-0000 Permission is hereby granted to: KIMBERLY&ANDREW CARAYIANNIS For property located at: 15 ROBERTS Ct 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: KIlVIBERLY&ANDREW CARAYIA Garage Detached 15 ROBERTS Ct Total Value -QUEENSBURY,NY 12804 Contractor or Builders Name/Address Electrical Inspection Agency TEAKWOOD BUILDERS NY 12804-0000 Plans&Specifications 2011-348 Area Var. 57-2011 approved for second garage on parcel. See C. Brown,ZA letter dated Aug. 8, 2011 609 sq ft detached garage withh 288 sq ft 2nd floor storage $134.55 PERMIT FEE PAID-THIS PERMIT EXPIRES: Saturday, October 13,2012 (If a longer period is required,an application for an extension must be made to the code Enforcement Officer of the Town of Queensbury,before the expiration date.) Dated at the Town o Quee sbury; �� hursda October 13,2011 SIGNED BY T% for the Town of Queensbury. Director of Building&Code Enforcement a / OFFIC USE ONLY ETv E T3 PERMIT NO . JUL 19 2011' FEE PAID BLDG.&CODES APPROVAL ACCESSORY STRUCTURE BUILDING PERMIT APPLIC ILDING&CODES Use this application for any structure other than the Principal Structure (house) to include, but not limited to: garage, shed, greenhouse, dock, deck, etc. Refer to Informational Brochure No. 3 entitled Accessory Structures- Sheds/Fences. A PERMIT MUST BE OBTAINED BEFORE WORK BEGINS.APPLICATION IS SUBJECT TO REVIEW BEFORE ISSUANCE OF A VALID PERMIT.NO INSPECTIONS WILL BE MADE UNTIL THE APPLICANT HAS RECEIVED A VALID BUILDING PERMIT. OWNER: �"�llc �2 R�W1 Car iyf`1^J� INSTALLER/BUILDER: ADDRESS: �S l�Or�'r(k�� `fir 611 ADDRESS: g l-)LAk(PV aU 5 (2ob� PHONE NOS. ._�(�S '7�l - -7-72 PHONE NOS. LOCATION OF PROPERTY: %►rh2. SUBDIVISION NAME: LOCATION OF PROPOSED CONSTRUCTION AND/OR INSTALLATION: ESTIMATED COST OF CONSTRUCTION: $ Y ANY OTHER ACCESSORY STRUCTURES ON PROPERTY? O IF YES,PLEASE LIST: �c� 1 CONTACT PERSON FOR BUILDING&CODES COMPLIANCE: 6%A Z C)(It("MI PHONE: sr ND PROPOSED PROPOSED CONSTRUCTION 1 FLOOR 2 FLOOR TOTAL HEIGHT SQ.FT. SQ.FT. SQ.FT. FT,g,IN. OPEN PORCH r DECK 3 SEASON,COVERED OR ENCLOSED PORCH* BOATHOUSE BOATHOUSE WITH SUNDECK DOCK SHED POLE B RN DETACHED GARAGE(NO.OF CARS:-a—) R OTHER ACCESSORY STRUCTURE: *CONSIDERED FLOOR AREA&MUST COMPLY WITH FAR[FLOOR AREA RATIO]REQUIREMENTS IF THE STRUCTURE IS LOCATED IN THE WATERFRONT RESIDENTIAL ZONE. To the best of my knowledge, the statements contained in the application, together with the plans and specifications submitted, are a true and complete statement of all proposed work to be done on the described premises and that all provisions of the Building Codes, the Zoning Ordinance, and all other laws pertaining to the proposed work shall be complied with,whether specified or noted, and that such work is authorized by the owner. Further, it is understood that I/we shall submit prior to a Certificate of Occupancy or Certificate of Compliance being issued, as requested by the Zoning Administrator or Director of Building and Codes, an As- Built Survey by a licensed surveyor,drawn to scale showing actual location of all new construction. I have read and ac�ye-to t -a ove. 7 v QUESTIONS? CALL 761-8256 OR EMAIL Signed Dated: � codes(cD-gueensburv.net _ VISIT OUR WEBSITE FOR MORE INFORMATION Namerritle(Printed) I kcci 3 u-� c c ?(orb-%st www.gueensbury.net ;;INSTRUCTIONS FOR SUBMISSION OF A BUILDING PERMIT FOR ; ,AN ACCESSORY::STRUCTURE: Pfease'include`thd following documentation with the submission of a completed APPLICATION FOR ACCESSORY-STRUCTURE PERMIT: A Fences up to 6 ft.high 1. TWO PLOT PLANS— Drawn to scale B Fences,except stockade fences;4$.high with the use of a survey map, if possible. See sample at right. C Fences,'exceptstockade fences up to 5 ft.high y D Maximum 3 ft.high fence,no stockade fences ✓ Indicate proposed structure, E - I showing setback dimensions from CO. I Rear Yard Rear Yard all surveyed property lines i A A ✓ Show location of all existing C House House structures on the property -- Main --- — ✓ Show location of water supply Entrance PP Y (well . B B or water lines) � Front Yard Front Yard D ✓ Show location and configuration of 35ft` septic disposal system or sewer line CIea e et sion stre 2. TWO SETS OF STRUCTURAL DRAWINGS to include: ✓ Floor Plan QUESTIONS? CALL 761-8256 OR EMAIL codes(cDgueensbury.net ✓ Foundation Plan VISIT OUR WEBSITE FOR MORE INFORMATION ✓ Cross Section www.gueensburV.net ✓ Elevations All Applications are subject to Zoning Administrator, Code Compliance, and Structural plan review. Approval of your application could be subject to a variety of reviews, including but not limited to: o Zoning Board of Appeals: Area, Use or Sign Variance application o Planning Board: Site Plan Review, Subdivision Review o Town Board: Septic Variance review by the Town Board of Health Framing / Firestopping Inspection Report Office No. (518)761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: i am/pm Depart: amtPm 742 Bay Road, Queensbury, NY 12804 inspector's Initials: PERMIT#: LOCATION: I, INSPECT ON: TYPE OF STRUCTURE: Y NI NLA COMMENTS: �amlng - --- Attic Access 22" x 30' minimum Jack Studs/Headers Bracing/Bridging i Joist hangers i/ Jadc 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 naus each side Draft stopping 1,000 sq.I 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%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. OM 5.7 sf above/below grade 5.0 sf grade UBuildinp&Codes Formw0 %Suil ft&CodesInspection FormlFnunieg FinbtoWng inspection Report.doc Reviesd January 7,2oos Residential Final Inspection Office No. (518) 761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: 1Ca..1 am/pm Depart: am/pm 742 Bay Rd., Queensbury,NY 12804 Inspectors iitials: p— /l NAME: Cr 1 c, n l J PERMIT LOCATION: DATE: /3 L TYPE OF STRUCTURE: Comments Y N N/A Chimney Ht./"B"Vent/Direct Vent Location Fresh Air Intake 3 inch Plumb Vent through roof Roof Complete Guard 30 in. or more @ stairs,decks,patios Guard at stairwell at 34 in. or more Guard at deck,porches 36 in. or more Exterior Finish Complete Interior/Exterior Railings 34 in.to 38 in. Platform at all exterior doors Interior Handrails stairs 2 or more risers Grade away from foundation 6 in. with 10 ft. Handrail Termination at Newell Post or Wall 8 inch clearance to sill plate Gas Valve shut-off exposed/regulator 18"above grade Gas Furnace shut-off within 30 ft. 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 Interior privacy/trim/doors/main entrance 36 in. Bathroom/Kitchen watertight Safety glazing Window in stairwells safety glazing Interior Smoke Detectors: Every level: / Every Bedroom: Outside every bedroom area: Inter Connected: / Batter backu : Bathroom Fans,if no window Carbon Monoxide detector Plumbing fixtures Foundation insulation Floor truss,draft stopping finished basement 1,000 sf Emergency egress below grade Basement stairs closed rise>4 inches 3/4 hour fire door/door closer Garage fireproofing Duct work Sealed properly Attic access 30 in.x 24 in.x 30 in.(ht.)In accessible area Crawl Spaces 18"x 24"access, 1 s . ft.-150 s . ft.vents Building No./Address visible from road Final Electrical Site Plan /Variance required Final Survey Plot Plan As Built Septic System/Sewer Dept. Inspection Sticker Flood Plain Certification,if required Okay to issue C/C(Cert. Of Compliance) Okay to issue Temporary C/0(Cert. Of O Okay to issue Permanent C/0(Ce . f Occu an L:\SueHemingway\Building.Codes.InspectiNnZQ214gqTe—s.Final Insp.form 2.doe edited January 28,2003 Frr m rig Firestopping n ion epo Office No. (518)761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: am/pm Depart: 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: I Do _ NAME: PERMIT#: LOCATION: INSPECT ON: TYPE OF STRUCTURE:_ _ Y A COMMENTS: Framing Attic Access 22" x 30" minimum Jack Studs/Headers Braking/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 naus each stile Draft stopping 1,000 sq. ft. floor trusses L/AnchRlBolts 6 or less on center i Ice and water field 24 inches from.wall ion 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 Ceilin II Windows Habitable Space/Bedrooms 24 In. (H) 20 in. (W) 5.7 sf above/below grade 5.0 sf grade LMuilding&Codes Forms-OLD'Sulift&Code linspection FotnwiFraning Fimsbpping Inspection Repoit.doc Revised January 7,2006 Framing / FiresfoiPPpin9Inspection Rer ' Office No. (618)761-8258 Date Inspection request received: Queensbury Building&Code Enforcement Arrive:__�___am/pm Depart: 7 am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: NAME: t PERMIT LOCATION: INSPECT ON: TYPE OF STRUCTURE: Y N N/A COMMENTS: Framing L Aftle-ft—cess 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 nems each stile 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 18 inch insulation in cavity min. Garage Fire Separation House side%Inch or 518 inch Type X Garage side 5/8 inch Type X Ceilinghyall Windows Habitable Space/Bedrooms 24 in. (H) 20 in. (1N) 6.7 sf above/below grade 5.0 sf grade LABuilding&Codes Fonns-01.0ftilding&Codesllnspeftn Fom*1Frwning Flmdopping Inapecdon RepoRdoc Revised January 7,2= 0"C)a). % -�5 Gt:�c, Ac Foundation Inspection Report Office No.(518)761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: am/p Depart: Ipm 742 Bay Rd.,Queensbury,NY"12804 Inspector's Initials: NAME: PERMIT#: LOCATION: d INSPECT ON: TYPE OF STRUCTURE: Comments Y N NA Footings Piers Oe Monolith! lab 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 OOOF 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:\Buliding&Codes Forms\Buliding&Codes\Inspection Forms\Foundation Inspecdon Report.doc Last printed 12/20/2005 9:24:00 AM 00- 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#: LOCATION: INSPECT ON: TYPE OF STRUCTURE: Comm Y N NA Footings Piers Monolithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete, Material is purpo on site. Foundation allpour Reinforcemen 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:\Bullding&Codes Forms\Building&CodeQnspeition Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM Dv rr1, Foundation Inspection Report Office No.(518)761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: am/p Depart pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: l NAME: ERMIT#: LOCATION: O 'INSPECT ON: TYPE OF STRUCTURE: comm elm Y N NA Footings Piers Monolithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concre . Material or this s on site. Foundati /Wallpour Reinforce ant in Place Footing Dowels or Keyway in place Foundation Dampproofing Foundation Waterproofing 0 Footing Drain Daylight or Sump " C 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 Fonm\Buiiding&Codesunspetton Fonns\Foundatlon Inspectlon 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 8t Code Enforcement Arrive: and Depart: am/pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: NAME: r PERMIT#: l LOCATION: INSPECT ON: TYPE OF STRUCTURE: Comm n Y N NA !F!,o 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 'Z A— /; Lc��_'� 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 Rough Grade 6 inch drop within 10 ft. L:\Bullding&Codes Forms\Building&Codes\Inspettlon Fonns\Foundatlon Inspection Reportdoc Last printed 12/20/2005 9:24:00 AM LY N e J 31111o AN`n2l{nesN\\''mn�b^`11A21'n}oo s�lJaaoom�Hi 111e/Z SNOTS AMIVtl2MO 1 :403®NVd3ildJ'I VIV V��YdY y 31VO NOSt�il 'ON U N O UNCO �� ZO cc) F � l4=ma Q �occoU Q Z H m oz=gym zona d ozQN o o` �m ooy mi!) �� g� f- -moo oio o Y <�. 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CARAYIANNIS BY VAN DUSEN & STEVES, LLC DATED: JUNE 15, 1998 LEGEND: I.R.F. = IRON ROD FOUND ROOF UNE 1100, r,04,nR 1 � an D u s eh Stever Lan d 169 Haviland Road 518) 792-8474 Surveyors Queensbury, New York New York lAc. No. LOT E 32,879 sq. ft. LOT F ��ERHCo' -1C `�R— VICE � 66.3• \_510EWAUC UNDER CON5TRUCTION WATER SERVICE + 1 / �' 218 6600 00� /56639 GRU5HED STONE 'UNAUMMM ALTERATON OR ADDITION TO A SURVEY SAP BEARING A LUCENSED LVID SURVEYORS SEAL IS A NDu710H OF SECTION not. SIB -DAMSON 7. OF THE NEW YORK STATE E1UCA710N LAW.' 'ONLY COPIES FROM TUE ORIMIAL OF THIS SURVEY MARKED 1M711 AN ORIGINAL OF 711E LAND SURVEYORS SEAL SMALL BE CONSIDERED TO BE VALID TRUE COPES' *CERMCATIONS INDWED HEREON SIGNIFY THAT THIS SURVEY WAS PREPARED IN AODORDANCE IMTH THE EXISTING CODE OF PRACTICE FOR LAUD SURVEYORS ADOPTS BY 714E NEW YORK STATE ASSOCIATION OF PROFESSIONAL LAND SURVEYORS. SAID CERWrA710NS SMALL RUN ONLY TO THE PERSON FOR 01M THE SURVEY IS PREPARED. AND ON HIS BMW TO INE UTILE COMPANY. GOYERPI ENTAL 12804 AGENCY NGY ALENDI'U LENDING INSITION LU57M NEREDN. AND 7D 7W ASSIOTEES W THE LENDING OWI UVOIL' 50135 lop GJ RV, LOT D Map of a survey made for i ROBERT'S COURT DENSITY CALCULATIONS. CURRENT ZONE. MDR - MODERATE DENSITY RESIDENTIAL MINIMUM % PERMEABLE. 50% TOTAL AREA: 3Z879 sq. ft. EXISTING CONDITIONS. BUILDINGS: 2, 319 sq. ft. / 79,61 PATIOS/ WALKS / PORCHES: 3,813 sq. ft. / 11.6% CRUSHED STONE / PAVEMENT. 3,089 sq. ft. / 9.4% TOTAL NON PERMEABLE AREA: 9,221 sq. ft. / 28.16 ANDREW P. CARAYIANNIS KIMBERLY M. CARAYIANNIS Town of Queensbury, Warren County, New York PROPOSED CONDITIONS: BUILDINGS: 2, 927 sq. ft. / 8.9% PATIOS / WALKS / PORCHES: 3,813 sq. ft. / 11.6% CRUSHED STONE / PAVEMENT. 3,089 sq. ft. / 9.4% TOTAL NON PERMEABLE AREA: 9,829 sq. ft. / 29.9% 5 11-04-11 ADDITIONAL LOCATION/ SITE CALCS. 4 8-12-11 PRPOSED CARRIAGE HOUSE 3 6-20-03 DRIVEWAY LOCATION 2 11-10-98 AS -BUILT LOCATION 1 7-3-98 ADD CERTIFICATIONS NO. DATE DESCRIPTION uare: JUN: 70, 7 VU0 Scale 1 "=30' S-1 BiWT 1 OF 1 5OUTHERN EXFO5URE DWG. NO. 5E -E