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2009-225 TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 Community Development- Building&Codes (518) 761-8256 BUILDING PERMIT Permit Number: P20090225 Application Number. A20090225 Tax Map No: 523400-289-012-0001-023-000-0000 Permission is hereby granted to: T &B ASSOCIATES LLC For property located at: 3 BERRY PATCH Dr in the Town of Queensbury,to construct or place at the above location in accordance with application together with plot plans and other information hereto filed and approved and in compliance with the NYS Uniform Building Codes and the Queensbury Zoning Ordinance. Type of Construction Value Owner Address: T& B ASSOCIATES LLC Fireplace 36 FIELDSTONE Dr Garage Attached GANSEVOORT,NY 12831-0000 Single Family Dwelling $175,000.00 Total Value $175,000.00 Contractor or Builder's Name/Address Electrical Inspection Agency Plans &Specifications 2009-225 2288 sq ft single family dwelling with attached 474 sq ft garage& 1 fireplace $321.96 PERMIT FEE PAID- THIS PERMIT EXPIRES: Friday,June 04, 2010 (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 of Qheensbizrylf� � ,June 04, 2009 SIGNED BY " for the Town of Queensbury. Director of Building&Code Enforcement TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518) 761-8201 Community Development - Building & Codes (518) 761-8256 CERTIFI CATE OF OCCUPANCY Permit Number: P20090225 Date Issued: Wednesday, December 23, 2009 This is to certify that work requested to be done as shown by Permit Number P20090225 has been completed. Location: 3 BERRY PATCH Dr Tax Map Number: 523400-289-012-0001-023-000-0000 Owner: T & B ASSOCIATES LLC Applicant: T & B ASSOCIATES LLC This structure may be occupied as a: Fireplace By Order of Town Board Garage Attached TOWN OF QUEE1, RY Single Family Dwelling Issuance of this Certificate of Occupancy DOES NOT relieve the property owner of the responsibility for compliance with Site Plan, Variance, or other issues and conditions as a result of approvals by the Director of Building&Code Enforcement Planning Board or Zoning Board of Appeals. _..+.i�,...._._...FICEUSEONLY........................ -2 TAX MAP NO. -PEERIVIiT NO. FEES: PERMIT11�L— RECREATION ENGINEERING F �` ; ¢ (If applicable) - � ENSt .� _7S1iv OF QUE PRINCIPAL STRUCTURE: APPLICATION FOR ZONING APPROVAL & BUILDING PERMIT A PERMIT MUST BE OBTAINED BEFORE BEGINNING CONSTRUCTION. APPLICATION IS SUBJECT TO REVIEW BEFORE ISSU-A�N^CE OF A VALID PERMIT FOR CONSTRUCTION. APPLICANT/BUILDER: � I ,P-*S&"J z1k�� OWNER: ADDRESS: 1p-n &aL' . C�Y�!�t_Se vE° 2�.N'L �DDRESS: PHONE NOS. 996 _Zr L1 PHONE NOS. CONTACT PERSON FOR BUILDING&CODES COMPLIANCE:60-r14 A PHONE: LOCATION OF PROPERTY: *Z " Path SUBDIVISION NAME: rarrrlinwifnin Cebyz Fs+ k-� `J1 PLEASE INDICATE MEASUREMENTS AS REQUIRED BELOW: CHECK ALL THAT p w U. APPLY TO YOUR Z I- ly- O cn PROJECT 0 w 0 0H -j tY -� O = = H W 0 J � C'l °z C'f � F— Z z Q Q cn Ncn OLL I- LL a = ca SINGLE FAMILY p a�QGt CQC9 TWO-FAMILY MULTI-FAMILY (NO.of UNITS ) TOWNHOUSE BUSINESS OFFICE RETAIL- MERCANTILE FACTORY OR INDUSTRIAL ATTACHED GARAGE(1,2,3) ✓ q-74 OTHER ARE THERE STRUCTURES NOT SHOWN ON PLOT PLAN? Iy D ARE THERE EASEMENTS ON PROPERTY? 1 V U 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 statement/description of the work proposed, that all work will be performed in accordance with the NY State Building Codes, local building laws and ordinances, and in conformance with local zoning regulations. I acknowledge that prior to occupying the facilities proposed, I or my agents will obtain a certificate of occupancy. I also understand that I/we are required to provide an as-built survey by a licensed land surveyor of all newly constructed facilities prior to issuance of a certificate of occupancy. I have read a d agree to the above. Signed �-Z 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. o Application: ; ; I ; 0 , 1 , ; 10 ; / , , , , , , 1 BUILDING & CODES APPROVAL s ZONING APPROVAL 10 , 0 , , / DATE 0, DATE , QUESTIONS? CALL 761-8256 OR EMAIL codesaueensbury.net CcD ................ r.............. .......1 OFFICE USE ONLY TAX MAP NO. PERMIT NO._Q•-ZRMIT FEE APPROVALS: ZONING TOWN CLERK- 0 , ............................. ___--_-- 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: T 1 , -ss -io--8s INSTALLER: ADDRESS:10/ [ I )u,7b 9 &Qnsto_yw l w l ADDRESS: PHONE NOS.-"7 - 0zjPHONE NOS. LOCATION OF INSTALLATION: ....................... ..................................................................................... RES IDENCE E INFORMATION. YEAR BUILT ; X COMPUTATION= ': s TOTAL DAILY FLOW I BEDROOMS » GARBAGE GRINDER 1980 or older ; ix 150 gallon per bedroom s I INSTALLED? 1981 1991 i X 130 gallon per bedroom !• s i i P T TUB i»................................I........ . ......................... ;......,....r............,...........,..,......................,.....................; SPA OR WO I! 1992•present I X ; 110 gallon per bedroo i /� INSTALLED? 1.......»..........»»......................»..................�I ..........».........»..I............i.............................................................-..........%...........i.................». ».......,........................................... PARCEL INFORMATION: ✓ TOPOGRAPHY: FLAT ROLLING STEEP SLOPE %SLOPE ✓ SOIL NATURE: SAND LOAM CLAY OTHER ✓ GROUNDWATER: AT WHAT DEPTH? BEDROCK/IMPERVIOUS MATERIAL: AT WHAT DEPTH? ✓ DOMESTIC WATER SUPLY: MUNICIPAL WELL (IF WELL:WATER SUPPLY FROM ANY SEPTIC-SYSTEM ABSORPTION IS FT. ) ✓ PERCOLATION TEST: RATE IS -5 PER MIINUTE PER INCH (TEST TO BE COMPLETED BY A LICENSED PROFESSIONAL ENGINEER OR ARCHITECT) PROPOSED SYSTEM FOR NEW CONSTRUCTION: All individual sewage disposal systems must be designed by a licensed professional engineer or architect (unless installed in a Planning Board approved subdivision). Add 250 gallons to the size of the septic tank and leach field for each garbage grinder, spa or whirlpool tub. ✓ SEPTIC TANK: 1o?SO GALLON (MIN. SIZE IS 1,000 GAL.) TILE FIELD: EACH TRENCH FT. ✓ TOTAL SYSTEM LENGTH:AFT. SEEPAGE PIT(S): HOW MANY? ✓ SIZE OF EACH— FT. X FT, ✓ SIZE OF STONE TO BE USED: # _/DEPTH OR THICKNESS 2- FT. ✓ BED SYSTEM SIZE:——X—L ✓ ALTERNATIVE SYSTEM: LENGTH ANDIOR SIZE ✓ HOLDING TANK SYSTEM:(If required) NO. OF TANKS: I SIZE OF EACH ✓ GALLONS./TOTAL CAPACITY: GAL. ................................:.......................:.:.:...:................................................... ..:...................:.:.:» ,.,...,»........,......:.......:................,...:.,.,...,..............................., ..................... I; NOTE: ALARM SYSTEM AND ASSOCIATED ELECTRICAL wnRtt nnl 14ZT ac ;r.icor!^'rn^ • -- I; _ ------ zzz dire Marshal's Office z1 n of Queenslmry - 742 Bay Road - Queensbury, J%Few York --12804 Michael J. I'altner,Firekfarshal-Garin Stillman,Depat.ij Fire Marshal ----------------- APPLICATION FOR FUEL BURNING APPLIANCE & 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: INSTALLER/BUILDER: ADDRESS: &17 R01,6 .&)Y ADDRESS: PHONE NOS.—Sos -2-,q e4 12ft3)PHONE NOS LOCATION OF PROPERTY: 3 Pj��'rr-1.4 Pa, -A J)r- SUBDIVISION NAME: F&_rw I' GRY)yc- LOCATION OF PROPOSED CONSTRUCTION AND/OR INSTALLATION: CONTACT PERSON FOR BUILDING&CODES COMPLIANCE;Ggf 14 PHONE: ✓ FUEL BURNING APPLIANCE WOOD COAL PELLET GAS OIL INFORMATION STOVE FIREPLACE INSERT V" FIREPLACE,FACTORY BUILT* FIREPLACE,MASONRY FURNACE(GARAGE ONLY) IF FACTORY BUILT,PLEASE PROVIDE: MANUFACTURER NAME: —MODEL NO. LISTED BY: NUMBER: QUESTIONS? CALL 7614205 or 7614206 CHIMNEY INFORMATION BLOCK BRICK STONE OR EMAIL: firemarshalo.queensbury. et MASONRY" CHECK ONE ✓ VISIT OUR WESSITE TILE STEEL SIZE IN FOR MORE INFORMATION INCHES www.oueensburv.ne FLUE CHECK ONE ✓ DOUBLE TRIPLE WALL INSULATED DIRECT VENT CHIMNEY WALL LINER CHIMNEY MATERIAL CHECKONE ✓ **IF NON-MASONRY,PLEASE PROVIDE: MANUFACTURER NAME: —MODEL NO 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. Final Survey Inspection Dept. of Community Development Town of Queensbury 742 Bay Road Queensbury,NY 12804 Date received: ,07 NAME: S LOCATION: PERMIT M v Final Survey Plot Plan AuDroved Denied The attached final survey has been received by the ,i Dept.of - L/ Community > Development. Upon review the survey has C own,Zoning Administrator Notes: L.1SueHaWngwayV3uilding.Codes.Inspection.FORMS\Fina1 Survey Zoning Administrator.doc MAP REFERENCE: MAP OF A SUBDIVISION MADE FOR .�Q� RICHARD P. SCHERMERHORN DATED:NOVEMBER 5, 2002 LAST REVISED:JUNE 23, 2003 MAGNETIC AS PER YAP REF. -- BY: VAN DUSEN&STEVES LAND SURVEYORS \� A-2 5,00 ,� 39. \� s O . \ � 4 00 J \ \ \ 0Q 0�4' "� o�i<` \ \ � o � moo rso •� /Cba E � � •\ \ PROPOSE � J ` WELL — 1 w Tj \ N N W � � V - c.T cu \ \ w .\ y `•.' ) _� yam_ ` \ ® r ¢ cv CL act aI tARa`'i? Date, May , 'twAUTHpO2ED ALTERATION OR ADDITION TO A sIMVEY Scale 1'=4 0' an u 's MAP BEMYM A LICENSED LAND SURVEYORS SEAL IS A Plot Plan made for &D. %OLATION OF SECTION T2oe.sue—DINSON 2 OF THE NEw YM STATE EDUCATION LAW Sieves �Y� , � � TitlS SURVEY MARNm wTH AN OPotiINAL OF THE LAND 9IMtvEYORS SEAL SHALL BE CONSUMED M BE VALID TRUE COPIES.' *CMMCATICINS wEPATEO HEREON WAHCE THAT T & BASSOCIATES - THIS SURVEY WAS PREPARED w ACCORDANCE wml THE Land Surveyors °fIS7 E CODE OF`S A STATE A FOR LAND ON OF PROFS S ADOPTED BY 711E NEW YORK STATE ASSOCIATION OF PROFESSIONAL LAND S11tV£YORS.SAID CERVICATNwS SHALL RUN ONLY N THE PERSON FOR w1OM THE SURVEY IS PREPARED,AND ON NIs BEHAIF TO THE TITLE COMPANY.GOVERNMENTAL 169 Haviland Road Queensbury, New York 12804 AG NCY AND`ENDING INSTITUTION LISTED HEREON'AND Town of Queensbury, Warren County, New York ,0 THE ASSI04M GF THE tENDw6 wSTII UM' T + B ASSOCIATES (518) 792-8474 New York Lie. No. 50135I [ N0. DATE DESCRIPTION DWG. NO. 02384-1 Queensbury Building & Code Enforcement - k466d6ntial Final Inspection r. Office No. (518) 761-8256 Arrive: am/pm Depart:. am/pm Date Inspection request received: Inspector's Initials: NAME: a.5 PERMIT#: LOCATION: DATE: - TYPE OF STRUCTURE: Comments: VN 4° Building Number Address visible from road Chimney,Height/"B°Vent/Direct Vent Location SZ-- �� _�� Fresh Air Intake 3 inch Plumbing Vent through roof minimum 6 inches Roof Complete/Exterior Finish Complete oe Platform at all exterior doors _ Handrail 4 or more risers Guards at stairs deckspatios more than 30 inches above grade Guard at stairwell at 34 inches or more Guard at deck,porches 36 inches or more Handrail Termination at Newell Post or Wall Interior/Exterior Railings 34 inches to 38 inches Deck Brad /Handicapp2d Ramp Compliant Grade away from foundation 6 inches with 10 feet 6 inch clearance to sill plate Gas Valve shut-off eposed/regulator 18 inches above grade Interior privacy/trim/doors/main entrance 36 inches Bathroom/Kitchen watertight Safety lain /Win0ow in stairwells safety alazina Interior Smoke ors 1 Carbon�oxid Detectors Every level: jEvBedro m:Outside every bedrooInter Connected: Bafte backup: Attic access 30 inches x 22 inches x 30 inches(height)in accessible area v Crawl Spaces 18 inch x 24 inch access 1 .ft:150 s .ft.vents Bathroom Fans if no window Plumbing fixtures jq:37,-� Foundation insulation/Insulation Certification Floor truss,draft stopping finished basement 1,000 sq.ft. Emergency ress below grade Gas Furnace shut-off within 30 feet or within fine of site Oil Furnace shut-off at entrance to furnace area FumaceMot Water Heater operating Low water shut-off boiler Relief Valves installed/Heat Trap/Water Temp 110 Enclosed Stairs Sheetrock Underside minimum IN Gypsum Basement stairs dosed rise>4 inches Garage Floor Pitched Garage fireproofing/%hour fire door/door closer Duct work Sealed Properly Gas Loge in Sealed or Glass Enclosure Final Electrical LJ Final Survey Plot Plan Arc Fault Breaker in Bedrooms Flex Gas Pipe Bonding As Built Septic System/Sewer Dept. Inspection Sticker Site Plan /Variance required Flood Plain Certification,if required Okay to issue C/C or C 10 Temporary/Permanent L:1Building&Codes Form"uilding&Codesllnspection FormsWesidential Final Inspection Forrn_revised_100405.doc;Revised January 7,2008;Revised 6126/08 /O-!i T61K506f;�z -1 Rough Plumbing / Insulation Inspection Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building &Code Enforcement Arrive: _____am/pm art:j� !� am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: v' 7" NAME: � � PERMIT #: LOCATION: 7" �_ INSPECT ON: - 5�-- 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 Air/Head r 15 minutes Insulation %Residential Check/Commercial Check 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: Z, -ZA Rough Plumbing insuiati n Report revised Nov 17 2003, revised February 15,2005, revised January 7,2008 a Framing / Firestopping Inspection Repo 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: NAME: ! PERMIT#: LOCATION: enIn INSPECT ON: TYPE OF STRUCTURE: M- - N N/A COMMENTS Framing 2- : I ccess 22" x 300 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 'h w 16 gauge 8 16D nails each side Draft stopping 1,000 sq. ft. floor trusses Anchor Bolts 6 ft. or less on enter Ice and water shield 24 inches from wall Fire separation 1, 2, 3 hour lfir*wal12, 17 , 4 hour Firestopping 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 Ceiling1wall Windows Habitable Space/Bedrooms 24 in. (H) 20 in. OM 5.7 sf above/below grade 5.0 sf grade LABuilding&Codes Farms-OLDrBuilci ft&CodesUnspedion FamsT aming Fuedoppi g Inspection Reportdoc Revised January 7,2008 Rough Plumbing I Insulation In ection Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building & Code Enforcement Arrive: am/p art: am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: NAME: PERMIT #: N-ZZ�- LOCATION:— INSPECT ON: z or TYPE OF STRUCTURE: Y 7 N N/A i PRough Piumbi /Nail Plates 4Z Plum ' ent/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.1 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 required unheated spaces Combustion Air Supply for Furnace Duct work sealed propedy/No duct tape COMMENTS: Rough Plumbing Insulation Report.revised Nov 17 2003, revised February 15,2005, revised January 7,2008 Framing I Firestopping Ins *10 sport Office No. (518)761-8256 Date In7sln f r Queensbury Building&Code Enforcement Arrive: err e 742 Bay Road, Queensbury, NY 12804 Inspecta s: NAME: —7�z PERMIT#: V LOCATION: 6M ra INSPECT ON: OF STRUCTURE: Y N PI/A COMMENTS: Attic ss 22"x 30" minimum �, O r jo v� Jadc Studs!Headers Bracing/Bridging / ✓ � '�O� hT�t� R�r�u�E� G ��c � Jo ist hangers ✓ / C3 c� c �R— t!-� F.:� adc Posts/Main Beams ✓ ��'''PLET�. �R�06�� Exterior sheeting nailed properly �F 12"O.C. Headroom 6 ft. 8 in. Stairwells 36 in. or more Exterior Deck Bracing �TW 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 ion 1, 2, 3 hour Wall 2, 3, 4 hour Pe ion sealed 16 inch insulation in cavity min. Garage Fire Separation House side%inch or 518 inch Type X Garage side 5/8 inch Type X `�� ` Ceiling/wall Windows Habitable Space/Bedrooms C3 24 in. (H) f 20 in. (M 5.7 sf above/below grade 5.0 sf grade LABuilding&Codes Foms-oLDlBuildkV&CodesUnspedion FoneT uWng Finstopping Impaction ReporLdoc Revised January 7,2008 Rough Plumbing / insulation Inspection Report Office No. (518) 761-8256 Date Inspection reque Queensbury Building &Code Enforcement Arrive: tt art: _AL_ am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initial NAME: PE MIT #: per—ZZS' LOCATION: aU- P-� pe- INSPECT ON: og�t y TYPE OF STRUCTURE: N /A Rough Plumbing /Nail Plates Plumbing Vent/Vents in Place 1 % inch minimum Drain Size Washing Machine Drain 2 inch minimum Cleanout every 100 feet/change of direction Pressure Test Drain/Vent Air 1 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 insulati /Commercial Check Pro r Vent, Attic Vent uct/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 Framing / Firestopping Inspection Report Office No. (518)761-8256 Date inspection request received: Queensbury Building &Code Enforcement Arrive: o- am/ Depart: am/pm 742 Bay Road, Queensbury, NY 12804 Inspec#or's I itials. `� � q NAME: I PERMIT#: t �Z LOCATION: INSPECT ON: TYPE OF STRUCTURE: Framing Y N PIA COMMENTS: 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 16 gauge 8 16D nails each side Draft stopping 1,000 sq. ft. floor trusses chor Bolts 6 ft. or less on center Ice and water shield 24 inches from wall 'I .as�01-r\ A Fire separation 1, 2, 3 hour Fire wall 2, 3, 4 hour Firestopping n Penetration sealed Cam` I C_ C-'�C✓ 16 inch insulation in cavity min. Garage Fire Separation House side's inch or 5/8 inch Type X Garage side 5/8 inch Type X Ceiling1wall Windows Habitable Space/Bedrooms 24 in. (H) 20 in. (W) 5.7 sf above/below grade 5.0 sf grade 6l,r (/NW 644A L:16uilding&Codes Forms-OLOftilci ft&CodesUnspection Fomns raminp Fxestopi ft inspection Report.doc Revised January 7,2006 Once No. (518)761-8256 Framing / Firestopping Inspection Re Date ! request received: ��\ Queensbury Building $Code Enforcement Arrive. am/ ¢art: am/pm 742 Bay Road, Queensbury, NY 12804 Inspect s Initials NAME: / R PERMIT#: LOCATION: INSPECT ON: — — TYPE OF STRUCTURE: Y N NIA Framing COMMENTS: Attic Access 220 x 30" minimum Jack Studs/Headers Bracing/Bridging Joist hangers Jack Posts/Main Beams Exterior sheeting nailed properly 12°O.C. Headroom 6 ft. 8 in. Stairwells 36 in. or more Exterior Deck Bracing Headroom 6 ft. 8 in. Notches/Holes/Bearing Walls Metal Strapping for Notches Top Plate 1 '/ w 16 gauge 8 16D nails each side Draft stopping 1,000 sq. ft. floor trusses Bolts 6 ft. or less on center Ice and water shield 24 inches from wall d /� 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 5/8 inch Type X Ceilingfwall Windows Habitable Space/Bedrooms 24 in. (H) 20 in. (VV) 5.7 sf above/below grade .0 sf grade oL� UA) L Ouilding&Codes Forms-OLD1Building C®desYrapedion F ranarp Firestopping Impedion Report.doc Revised January 7,2006 Framing / Firestopping Inspection Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building &Code Enforcement Arrive: am/ part: am/pm 742 Bay Road, Queensbury, NY 12MM Inspector's Initials: NAME: PERMIT#: Z�S LOCATION: _ INSPECT ON: TYPE OF STRUCTURE: Framing Y N N/A COMMENTS Attic Access 220 x 3W 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 nails each side Draft stopping 1,000 sq. ft. floor trusses chor 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 Ceilingfwall Windows Habitable Space/Bedrooms 24 in. (H) 20 in. OM 5.7 sf above/below grade 5.0 sf grade LABuilding&Codes Forms-0LD%BuHding&CodesUnspection FomtalFran*V Firestopping Inspection Report.doc Revised January 7,2008 /- A1)e54a7 Foundation Inspection Report Office No.(518)761-8256 Date Inspectio request received: Queensbury Building&Code Enforcement Arrive: I f UU�� am/p Depart: am/pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: NAME: R PERMIT#: LOCATION: Gi ' INSPECT ON: TYPE OF STRUC 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 ve footing 6 mil poLyfor wet areas under slab Sac HFApproval 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 j s< -TC l � Septic Inspection Report _ Office No. (518) 761-8256 Date Inspection requ r iv d: 2— Queensbury Building &Code Enforcement Arrive: a m- epart: am/pm 742 Bay Rd., Queensbury, NY 12804 Inspector's Initials NAME: � '� S�G�.` T �� Pomr-l-NO.: 1— LOCATION: IPSP'ECT ON: Z RECHECK: f Comments and/or diagram Soil T a Type of Water: Municipal/ Well Water Waterline separation distance ft. Well separation distance ft. Other wells: ft. Well Casin Length 50' + / - Y N _N/A Absorption Field: Total length ft. Length of each trench ft. Depth of trenches ft. Size of Stone Seepage Pits: Number Size: x Stone Size: Piping Size Type Building to tank Tank to Distribution Box Distribution Box to Field/ Pit << Opening Sealed: N End Ca _ N Inlet/Outlet Pipes &Baffles N Location Separations Foundation to tank ft. — Foundation to absorption '3 ft. %3`"r,�S7 Se aration of Pits ft. Conforms as per Plot P _Y_ - Engineer Report and -Buil Y Location of System on Property: Front Rear Left Side Right Side Middle Front Middle Rear System Use 7PApproved 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 request received: Queensbury Building&c Code Enforcement Arrive: am/Q / Depart: am/pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: �/� -� NAME: r �5 G PERMIT#: ! LOCATION: INSPECT ON: ZO TYPE OF STRUCTURE: Contmenb 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 Doting Dowels or Keyway in place Foundation Dampproofmg Foundation Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width ol 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 Inspecction Report.doc Last printed 12/20/2005 9:24:00 AM /—,-3 flloKda 7- . 1 --7.? Foundation Inspection Report Office No.(518)761-8256 Date Ins tdo request received: Queensbury Building&Code Enforcement Arrive: :c SS am/pm Depart: am/pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's lnitials:��_ NAME: PERMIT#: 0 7: LOCATION: INSPECT ON: TYPE OF STRUCTURE: Comments Y N N/A Footings Piers Monolithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site. Foundation/Wallpour Reinforcement in Place Doting Dowels or Keyway in place Foundation Dampproofing l Ci�1 v Foundation Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width above footing -fmw1 P01 r wet areas under slab ackfill Appro al Plumb' nder Slab VC/Cast/Copper Foundation r lation tenor 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 In n uest received: Queensbury Building�t Code Enforcement Arrive: - am/pi� / � Depart: am/pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's itials: �J�-'l/ i NAME: PERMIT#: _ � E7 LOCATION: 0 Im 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 Reinfbr�6mel in Place Foot'Footiak Dow s or Keyway in place Fours tion ampproofmg Foun n 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 Fonns\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM Foundation Inspection Report Office No.(518)761-8256 Date Inspectiop west received: Queensbury Building&Code Enforcement Arrive: YmJp Depart: am/pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: 0 1`-'-'' NAME: _ PERMIT#: LOCATION: �i T ,4y INSPECT ON: TYPE OF STRUCTURE: Comp a" 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 o Reinforcement in Place Footing Dowels or Keyway in place Foundation Dampproofing Foundation Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab Backfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\Building&Codes Forms\Building&Codes\Inspection Forms\Foundation Inspection Report-doc Last printed 12/20/2005 9:24:00 AM Foundation Inspection Report Office No.(518)761-8256 Date Inspectio VNuest received: Queensbury Building&Code Enforcement Arrive: am/pm Depart: am/pm 742 Bay Rd.,Queensbury,NY 12804 Inspec 's Initials: Z _ NAME: AdT0QATAgL 3 PERMIT#: LOCATION: INSPECT ON: TYPE OF STRUTTU Commenb 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. or se on site. oundation/Wallpour _ Re orcemen ace 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 Forms\Foundation Inspection Report-doc Last printed 12/20/2005 9:24:00 AM Foundation Inspection Report Office No.(518)761-8256 Date Ins U n request received: Queensbury Building&Code Enforcement Arrive: am/p Depart: am/pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials- NAME: PERMIT#: LOCATION: INSPECT ON: /3 6 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. Foun ion/Wallpour enforce Place Foo ' Dowels or Keyway in place Foun on D 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 Foundation Inspection Report Office No.(518)761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive./j , �/pno, Depart: am/pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: NAME: '� b(/ PERMIT#: ZZ" LOCATION: INSPECT ON: o TYPE OF STRUCTURE: 1. Commenu Y N NA Footings o T'" P 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 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 Fonns\Building&Codes\lnspection Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM Foundation Inspection Report Office No.(518)761-8256 Date Inspectipn u eceived: Queensbury Building&Code Enforcement Arrive: Z(3��Part: am/pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials. NAME: � b PERMIT#: 7, ✓ Z�' �� LOCATION: f 2 , INSPECT ON: Ce Z 114,0 TYPE OF STRUCTURE: Comments Y N N/A Footings Piers Monolithic Slab Reinforcement in Place �� e The contractor is respon le for -:A1q 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 Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM MAP REFERENCE: MAP OFA SUBDIVISION 1S M SCHE R � RICi1AR0 P..SCHERMERHORN DATED:NOVEMBER 8,2002 LAST REVISED:JUNE 212003 Iumarr'�PaA>L�Ars. BY.'VAN DUSEN 6 STEVES LAND SURVEYORS V \ a-25 10 ZZ �o 1> \ \ 20"N1OE `--ORA(NAGE EASEAfENT \ is n e ny Du S }� e >N Plot Plan made for Scnle I'=40' & �l Stever T & B ASSOCIATES S-i Land SurveyorsallOET,, 169 Haviland Road ueenabu , New York 12804 ........s..�,.,..N... Town of Queenebury, warren County, New York Q ry i+B ASSOCIATES (518) 792-8474 New York Idc. No. 50135 NO. DATE DESCRIPTION owa No.o2sat-i