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2008-286 i TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 Community Development- Building &Codes (518) 761-8256 CERTIFICATE OF OCCUPANCY Permit Number. P20080286 Date Issued: Monday, December 22, 2008 This is to certify that work requested to be done as shown by Permit Number P20080286 has been completed. Location: 45 WESTBERRY Way Tax Map Number. 523400-308-007-0001-033-000-0000 Owner. TRA-TOM DEVELOPMENT, INC. Applicant: TRA-TOM DEVELOPMENT, INC. This structure may be occupied as a: Fireplace By Order of Town Board Garage Attached TOWN OF QUEENSBURY Single Family Dwelling Issuance of this Certificate of Occupancy DOES NOT relieve the ,J 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. TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518) 761-8201 Community Development-Building&Codes (518) 761-8256 BUILDING PERMIT Permit Number: P20080286 Application Number: A20080286 Tax Map No: 523400-308-007-0001-033-000-0000 Permission is hereby granted to: TRA-TOM DEVELOPMENT, INC. For property located at: 45 WESTBERRY Way 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: TRA-TOM DEVELOPMENT, INC. 677 STATE ROUTE 9 Fireplace GANSEVOORT, NY 12831-0000 Garage Attached Single Family Dwelling $295,000.00 Total Value $295,000.00 Contractor or Builder's Name /Address Electrical Inspection Agency Plans&Specifications 2008-286 2244 sq ft single family dwelling with 576 sq ft garage $653.76 PERMIT FEE PAID-THIS PERMIT EXPIRES: Thursday, June 11, 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 T 6�of een f e V. June It, 2008 SIGNED BY for the Town of Queensbury. Na Director of Building&Code Enforcement ;. �' � .� I OFFICE USE ONLY �.,' -i�3 ; , . . Q . i 11 TAX MAP NO. PERMIT N0. &)f �U rG i`I 1 FEES: PERMIT. �26 RECREATION 560 ENGINEERING (If applicable) , 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 VA, 1W PERMIT FOR CONSTRUCTION. APPLICANT/BUILDER: �_ � �� P'\ OWNER: ADDRESS: ,.b ) ADDRESS: C1"5rior-t , c r2� PHONE NOS. Rf -.,� A.!3 ,1 PHONE NOS. CONTACT PERSON FOR BUILDING & CODES COMPLIANCE:��\ Av,V MaJOHONA2 77foU LOCATION OF PROPERTY: ---- / SUBDIVISION NAME: \ PLEASE INDICATE MEASUREMENTS AS REQUIRED BELOW: CHECK ALL THAT APPLY TO YOUR z 0 w PROJECT 0 00 F-: O J p r = o u_ a 0 Q t o z_ SINGLE FAMILYY� 'A In 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 CONSTRUCTION COST: FUEL TYPE: HEAT TYPE: `HOW MANY FIREPLACE(S):_t_AND/OR WOODSTOVES(S): /A- ZONING CATEGORY: ARE THERE WETLANDS ON THIS SITE? IS THIS A HISTORIC SITE? r PROPOSED USE OF BUILDING OR ADDITION: 'Please complete a separate Application for"Fuel Burning Appli nces&Chimneys"Ivailable in our office B 3-LGL 11-05 QTown of Queensbury - Community Development Office - 742 Bay Road, Queensbury, NY 12804 ARE THERE STRUCTURES NOT SHOWN ON PLOT PLAN? ARE THERE EASEMENTS ON PROPERTY? 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 ment/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 ' ance of a certificate of occupancy. I have ad nd agree bove.Signed )'v/� _ Director of Building & Codes: 761-8256 (for questions regarding Building Permits, construction codes or septic systems) Zoning Administrator: 761-8218 (for questions regarding required permits, the permit process, application requirements or to schedule an appointment) . , 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: I 10 01 BUILDING & CODES APPROVAL ZONING APPROVAL 01 . , DATE DATE 10 QUESTIONS? CALL 761-8256 OR EMAIL codes(a-Mueensbu ry.net VISIT OUR WEBSITE FOR MORE INFORMATION Office Use Only www.gueensbuEy.net Operating Permit Issued: Yes No Occupancy Type: Construction Classification: V Assembly Occupancy Limit: Special Conditions: Town of Queensbua-j - Community Development Office - 742 Bay Road, Queensbury, NY 12804 Check Residential Plan Review: One& Two Family Dwellings Y/N/N/A 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: W' dow Schedule With Glass Size vr/poor 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 sidential Check Paperwork Compliance and Inspectors Checklist: OK proofing/Waterproofing Materials On Plans oundation Drainage On Plans,if required Drop in 10' Exterior Grade ramie Cross Section For Each Roof Line,Vertical Fire Stopping Every 10' Where R aired Ice and Snow shield 24"Inside Exterior Wall/24"Inside Knee Walls Platforms At Exterior Doors ay Headroom 6' 8' All Stairs 36"Width Stair Run and Rise A Winder Run and Rise Spiral Not Allowed From 2 Story ,fjmoke Detectors Battery Backup and Proper Location Bathroom Fixtures Proper Clearance Hall Width, 36"min. L,Ayandrails More Than Four Risers On Open Sides iling and Guards>30"/Basement Stairs Included/Closed Risers More Than 4"in Ht. Safety Glazing Notes For Required Areas arage Fire Separation Garage Floor Sloped is Access oof over 30"—22"x 30"/Crawl Spaces 18"x 24"Access Carbon Monoxide Detector Outside Lowest Sleeping Area, On Every Level& Interconnected Soil Test Results, if required Septic To Well Or Water Line Separation All Paperwork Signed oc�_2F6 ;----------------------I Fire Alanqhals Office _Iouvi of()ueensbury- 742 Bay Road - Queensbunl, Nleit) York -1 12804 Michael 1. 1)iinwr, Fire ikfarslial- Gary 6171111711, Deputy Fire 10ar-thal ---------------------- 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. IMPORTA OTE TQ APPLICANT: ROUGH-IN AND FINAL INSPECTIONS ARE REQUtREA. OWNER: INSTALLERIBUILDER: )ta)-r— Ct ADDRESS: IDDRESS: PHONE NOS. J O 0 PHONE NOS. LOCATION OF PROPERTY: SUBDIVISION NAME: LOCATION OF PROPOSED CONSTRUCTION AND/OR INSTALLATION: rN1__1 C) CONTACT PERSON FOR BUILDING&CODES COMPLIANCE: ✓ FUEL BURNING APPLIANCE WOOD COAL PEtLET GAS OIL INFORMATION STOVE FIREPLACE INSERT FIREPLACE,FACTORY BUILT* FIREPLACE,MASONRY FURNACE(GARAGE ONLY) *IF FACTORY BUILT,PLEASE PROVIDE: MANUFACTURER NAME: MODEL NO. LISTED BY: NUMBER: QUESTIONS ? CALL 7614205 or 761-8206 CHIMNEY INFORMATION BLOCK BRICK STONE OR EMAIL, firemarshalft u eens bu ry.net MASONRY" CHECK ONE ✓ VISIT OUR WESSITE TILE STEEL SIZE IN FOR MORE INFORMATION INCHES www.ciueensbury.net FLUE CHECKONE ✓ DOUBLE TRIPLE WALL INSULATED DIREffVENT CHIMNEY WALL- LINER CHIMNEY MATERIAL CHECKONE ✓ **IF NON-MASONRY,PLEASE PROVIDE: MANUFACTURER NAME: M EL 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. ..r............. 0 r..r..................' • r OFFICE USE 0 r � 0 / r 0 o TAX MAP NO. PERMIT N0. J ERMIT FEE ' ' r r i i APPROVALS: ZONING TOWN �Rlr ', ; / 0 , r :......_._. - APPLICATION FOR SEPTIC DISPOSAL SYSTEM PERMITS A PERMIT MUST BE OBTAINED BEFORE WORK BEGINS.APPLICATION IS SUBJECT TO REVIEW BEFORE ISSUANCE OF A VALID PERMIT. OWNER: rQ Yam. INSTALLER: Gt e O �Q 0 ADDRESS: L4 �^� Lo ADDRESS: 4k�o')WJ c U IzV3► PHONE NOS. ) � i PHONE NOS. LOCATION OF INSTALLATION: i............;................. :.................................. RESIDENCE INFORMATION. YEAR BUILT I NO.OF X € COMPUTATION= = TOTAL DAILY FLOW BEDROOMS i ..........: . . i................................................ ................................. GARBAGE GRINDER 1980 or older X 150 gallon per bedroom _ INSTALLED? ................«.....««........«........... 3 ...........................................:...........i..........................................................................i «« 1981 -1991 t I X 130 gallon per bedroom SPA OR H07 TUB I 1992-present .33c)I I 3 X 110 gallon per bedroom , INSTALLED? s = ; i..............««..«..................«..«.l...............................«.............1.......................................................................... ....I......._..,.........................................................................., PARCEL INFORMATION: ✓ TOPOGRAPHY: FLAT ROLLING_Z 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 30 5"Qc PER MIINUTE PER INCH (TEST TO BE f // COMPLETED BY A LICENSED PROFESSIONAL ENGINEER OR ARCHITECT) W07elife,!s 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: A�c,�.GALLON (MIN. SIZE IS 1,000 GAL.) TILE FIELD: EACH TRENCH FT. ✓ TOTAL SYSTEM LENGTH: �-3 FT. SEEPAGE PIT(S): HOW MANY? ✓ SIZE OF EACH FT. X FT. ✓ SIZE OF STONE TO BE USED: # /DEPTH OR THICKNESS FT. ✓ BED SYSTEM SIZE: X ✓ ALTERNATIVE SYSTEM: LENGTH AND/OR SIZE ✓ HOLDING TANK SYSTEM:(If required) NO, OF TANKS: /SIZE OF EACH ✓ GALLONS./TOTAL CAPACITY: GAL. NOTE: ALARM SYSTEM AND ASSOCIATED ELECTRICAL WORK MUST BE INSPECTED BY A TOWN i I: I, 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. I a4re with respect to this application and agree to d all requirements of the Town of QUESTIONS? CALL 761-8256 OR EMAIL Queensa sal Ordinance. codes�aueensburv.net VISIT OUR WEBSITE FOR MORE INFORMATION www.aueensbury.net Signatur Da Town of Queensbury • Community Development Office ■ 742 Bay Road, Queensbury, NY 12804 A: Queensbury g Buildin & Code Enforcement - Residential Final inspection Office No. (518)761-8256 Arrive: am/pIn R epart: am/prn Date Inspection request received: Inspect rs 1 itials: NAME: Cfi'` a� ' PERMIT#: 2`��=' LOCATION: C - DATE: TYPE OF STRUCTURE: Comments: Y N NIA 4' Building Number Address visible from road Chimney Height t'B'Vent/Direct Vent Location Fresh Air Intake V 3 inch Plumbin Vent through roof minimum 6 inches Roof Complete/Exterior Finish Complete Platform at all exterior doors Handrail 4 or more risers Guards at stairs deckspatios more than 30 inches abov1grade 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 silt plate 4,( Gas Valve shut-off exposed/re ulator 18 inches above grade Interior privacy/trim/doors/main entrance 36 inches Bathroom/Kitchen watertight Safety glazing/Window in stairwells safety glazing Interior Smoke Detectors/Carbon Monoxide Detectors Every level: Every Bedroom: Outside every bedroom area: Inter Connected: Battery backup: Attic access 30 inches x 22 inches x 30 inches(height)in accessible area Crawl Spaces 18 inch x 24 inch access, 1 sq.ftA 50 s .ft.vents Bathroom Fans,if no window Plumbing fixtures Foundation insulation/Insulation Certification Floor truss,draft stopping finished basement 1,000 s .ft. Emergency egress below grade Gas Furnace shut-off within 30 feet or within line of site Oil Furnace shut-off at entrance to fumace area Furnace/Hot Water Heater operating Low water shut-off boiler Relief Valves installed/Heat Trap/Water Temp 110 Enclosed Stairs Sheetrodk Underside minimum'IV Gypsum Basement stairs dosed rise>4 inches Garage Floor Pitched Garage fireproofing/%hour fire door/door closer Duct work Sealed Gas Logs in Sealed 0314s closure Final Electrical 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 I C or C 10 1 Temporary/Permanent LABuilding&Codes Forms\Building&Codes\Inspection Fonns\Residential Final Inspection Form revised_100405.doc;Revised January 7,2008;Revised 6/26/08 Final Survey Inspection Dept. of Community Development Town of Queensbury 742 Bay Road Queensbury,NY 12804 Date received: 12 NAME: ��.. LOCATION: � f PERMIT#: ! Final Survey Plot Plan Avoroved Denied The attached final survey has been received by the Dept.of Community Development. Upon review the survey has been: Crai rown,Zoning Administrator Notes: L:1SueHemingway\Building.Codes.Lispection.FORMS\Final Survey Zoning Administnitor.doc MAP .REFERENCE: MAGNETIC AS PRR YAP RSF. SUBDIVISION PLAN RICHARD P. SCHERMERHORN DATED:FEBRUARY 11, 2003 LAST REVISED:MARCH 17, 2004 BY.- VAN DUSEN&STEVES LOT 9 ADJOINI_R'S ROUSE oT O N N06007 5511E OC7 200.001 W N� O LOT 8 O 39.84 o o jN 25,000 sq.ft. ' �to NQ U 0.57 acres 0 j asPnnLr DRrve = h Z N O� O coercRErE Z x O 10 to o OJ h 200.00N S06007'55NW p 5 LOT 7 �� C' oo Ll 6 DateN December , 0 v a. & MAP A,. LAW �SEAL IS�,ZED ALTERATION OR A Map of a Survey made for Scate 1 =30 ` VIOLATION of SECTION r".Sue-awsoN Z OF THE NEW YORK STATE EDUCATION LAW S ONLY COPIES FROM THE OF THE OF SURVEYORS SURVEY .AWED SHALL AN ORIGINAL of B LAND suR "I'l SEAL sHAu BE CONSIDERED ro�VALID TRUE covlEs.• CERTIFICATIONS INDICATED HEREON DANM THAT Michael G. R. & Janet L. Kirby _ TM suavEr WAS PREPARED IN ACCORDANCE WIN 1HE Land Surveyors E7Y THE CODE R PRACTICE FOR LAND SURVEYORS ADOPIED er THE rKw YDRNc STA1E ASsoaAnw OF PROFESSIONAL LAND SURVEYORS SAID CERVICATIONS SHALL RUN ONLY TO IHE PERSON FOR AM N THE SURVEY IS PREPARED.AND ON HIS BEHALF TO INE TOE COMPANY,001W1RI.ENTAL SHEET •OF 1 169 Haviland Road Queensbury, New York 12804 AGENCY AND LENDIND INSTITUTION LISTED HEREON,AND Town of Queensbury, Warren County, New York TO THE ASSIGNEES OF THE LENDING INSTITUTION.• Kirby (518) 792-8474 New York Lic. No. 50135 1 NO. DATE DESCRIPTION DWG. NO. 02392-5 Septic Inspection Report Office No. (518) 761-8256 Date Inspection uest received: Queensbury Building &Code Enforcement Arrive: am/p!j Dtpart: am/pm 742 Bay Rd., Queensbury, NY 12804 InspectoN Initials: _ NAME: �L PERMIT NO.: /` LOCATION: =�" INSPECT ON: ' RECHECK: Comments and/or diagram Soil T Loam Clay Type of Water: unici Well Water Waterline separation distance ft. Well separation distance ft. Other wells: ft. Well Casing Length 50' + / - Y N_N/A Absorption Field: Total length ft. Length of each trench ft. Depth of trenches ft. Size of Stone Seepage Pits: Number Size: x Stone Size: Piping size Type Building to tank 7e Tank to Distribution Box ,°` ' ` '� f G,� Distribution Box to Field Pit l( Opening Sealed: V Y N End Ca _ N Inlet/Outlet Pipes&Baffles N Location Separations Foundation to tank ft. Foundation to absorption ft. 1�i ,,,_ � Separation of Pits ft. C � -, fir` Conforms as per Plot Plan Y Engineer Report and As-Built YL- Location of System on Property: Front Rear Left.Side Right Side Middle Front Middle Rear System Use Status: —,Approved Partial Approved and needs to be re-inspected, please call the Building &Codes Office Disapproved Last revised 06/18/07 U\Building&Codes Forms-01-1)\Building&Codes\Inspection Forms\Septic Inspection Report.doc Rough Plumbing / Insulation Inspection R port Office No. (518) 761-8256 Date Inspection ,,request received: Queensbury Building & Code Enforcement Arrive: am/pm art: am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: _JCL C?�p NAME: PERMIT #: 03%-ZZ LOCATION: INSPECT ON: e" 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 Cleanout every 100 feet/change of direction Pressure Test Drain /Vent Air/Head 5 P.S.1. or 10 ft. above highest connection for 15 minutest l Pressure Test Water Supply Piping Air/Head .S. r 15 minutes Insulation/Lesidential Check/Commercial Check milar Exterior Sealant .' <Le Proper Vent, Attic Vent 6 6- 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 Framing / Firestopping Inspection Report Once No. (518)761-8256 Date Ins uest received: Queensbury Building &Code Enforcement Arrive: part: am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: Pe NAME: ,4 R DAl C� PERMIT#: LOCATION: INSPECT ON: �d D TYPE OF STRUCTURE: Y N NIA COMMENTS: Framing Attic Access 22" x 30" minimum Jack Studs/Headers r to/ � • � Bracing/Bridging Joist hangers Jack Posts/Main Beams Exterior sheeting nailed property 12"O.C. Headroom 6 ft. 8 in. Stairwells 36 in. or more Exterior Deck Bracing Headroom 6 ft. 8 in. Notches/Holes/Bearing Walls Metal Strapping for Notches Top Plate 1 % w 16 gauge 8 16D nails each side Draft stopping 1,000 sq. ft. floor trusses Anchor 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 seated 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 LABuilcift&Codes Forms-OLDV3undkV&C.odeswispection Fams7roWrq Fkasiopping impection Repat.doc Revised JarMq 7,2006 Rough Plumbing / Insulation Inspection Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building &Code Enforcement Arrive: am/p 6he art: am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: NAME: PERMIT #: , LOCATION: v� �1 A- INSPECT ON: = - �' TYPE OF STRUCTURE: Y N NIA Rough Plumbing/Nail Plates Plumbing Vent/Vents in Place 1 Y2 inch minimum Drain Size Washing Machine Drain 2 inch minimum Clea ve 00 feet/change of direction Pre ure Test Air/Head 5 P.S. bove highest connection for 15 minutes Presture Test Wate'rSupply ing 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 properly/No duct tape COMMENTS: Rough Plumbing Insulation Reportrevised Nov 17 2003, revised February 15,2005, revised.January 7,2008 Framing / Firestopping Inspection Report Office No. (518)761-8256 Date Ins t n request received: Queensbury Building &Code Enforcement Arrive: a Depart: am/pm 742 Bay Road, Queensbury, NY 12804 Ins s Initials NAME: �' PERMIT# LOCATION: iA INSPECT ON: TYPE OF STRUCTURE: Y N N/A COMMENTS: Framing ccess 22"x 30" minimum Jack Studs/Headers Bracing 1 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 naps 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 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-01-Mudding&CodesVnspection Foms\Fran*V Firestopping Inspection Report.doc Revised January 7,2008 , 1,4 Town of Qweaarbs"Rm lManinl s ^ 742 Bay Bud Qweeaabwry,NY InD4 761-8M 1761-8M lax 7$5-4437 Factory Bndt Gas EMM ce/Stove Inspection Report fatiae: New York State tgarer that all UL Lated,fly bmk appliamm be witalleil aecordiw8 to the wAmcbm awd apec"rc2fig s cOmbimed iw the Indanatim Kaaaal ae i n pawy®g the appliame.No deviatiaw fmm the naawdadwrp's �a.,��,�r.� er f is atlow ed. � i�. # f�) lampectiow `! T� aat pas at7ti�ue lane 42 r( A&lmn dr ' BewIA i, kppliawe Wed vast b'actor9 Bran Gr ey ire - Doable wan Triple wan rimmed Y Protection No NIA Coommemb [Moor Clearmw,es to Combustibles(all sides) Firestop(s) vertical ame Wall rewetratioa Vent Charances to Combustibles Vent J Clhi®ney'Termination Cbmawey be*t most be 3 feet above reef pe�adow;2 feet above awy combrndible coastnctiow Within to feet Gas Shut-Off Valve Combustion Air Hearth Extension(if any) Mantel above Up Witness Operation Task Ptaament(f[2) —BmNftg Dept YdIew lick—F9rcMatt Framing / Firestopping Inspection Repo ' Office No. (518) 761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: am/!�� am/pm 742 Bay Road, Queensbury, NY 12&M Inspector's Initials: - NAME: PERMIT# LOCATI /' INSPECT ON: TYPE OF STRUCTURE: Framing Y N NIA 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 st?p6njQ1,000 sq. fL floor trusses r 6 it. or lesson center Ice and water shi Id 24 inches from wall 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. CM 5.7 sf above/below grade 5.0 s#grade LABuilding&Codes Forms-QLMWilding&CodesUnspedion FomnsTraming Firestopping inspection ReporLdoc Revised January 7,2008 Foundation Inspection Report Office No.(518)761-8256 Date Inspectio equest received: Queensbury Building&Code Enforcement Arrive: affd v- Depart: pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's I�nirials:Mz- NAME: i f t G1�^ iC PERII�IT#: C J LOCATION: ` �-. % ,-ti3 SPECT ON: TYPE OF STRUCTURE: Comments Y N N/A Footings Piers Monolithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site. Foundation/Wallpour Reinforcement in Place Footing Dowels or Keyway in place Foundation Dampproofing Foundation Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width inches above footing 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 f3. 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 Inspeciiq request received: Queensbury Building&Code Enforcement Arrive: U am/p Depart: am/pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: NAME: PERMIT#: ' LOCATION: -7 INSPECT ON: — TYPE OF STRUCTURE: Comments Y N N/A Footings Piers Monolithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site. Foundation/Wallpour Reinforcement in Place Footing Dowels or Keyway in place Foundation Dampproofing Foundation Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width above footing 6 H po for wet areas under slab Backfill vat P um ing 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 -TZA� Foundation Inspection Report Office No.(518)761-8256 Date Inspection request received: la a Ok_ Queensbury Building&Code Enforcement Arrive: am/pjn Depakt , am/pm 42 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: A ��NAME: � U�- PERMIT#: LOCATION: INSPECT ON: TYPE OF STRUCTURE: Comments Y N N/A Footings Piers Monolithic Slab rcement i3- lace e contractor is res o e f prove mg pro c on 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\Inspect ion 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: ---- G Queensbury Building&Code Enforcement Arrive: am/pm Depart?�2�am/pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: NAME: 1 C � l PERMIT#: LOCATION: r c-.t INSPECT ON: go K TYPE OF STRUCTUIRP Comments Y N N/A 4�footmigs Piers Monolithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement t i 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 i ok_2?1 /� CREScheck Software Version 4.1.3 NJ( Compliance Certificate Project Title: PLAN NO. 2244-08 Report Date:05/19/08 Data filename:Untitled.rck Energy Code: 2007 New York Energy Conservation Construction Code Location: Warren County,New York Construction Type: Detached 1 or 2 Family Heating Type: Non-Electric Glazing Area Percentage: 11% Heating Degree Days: 7635 Construction Site: Owner/Agent: Designer/Contractor: 45 WESTBERRY WAY THOMAS J.FARONE ANDSON INC. JESSICA CHENIER QUEENSBURY,NY 12804 677 ROUTE 9 WILLIAMS&WILLIAMS DESIGNERS GANSEVOORT,NY 12831 509 GLEN STREET 518-587-8880 GLENS FALLS,NY 12804 518-798-4687 Compliance:28.0%Better Than Code Maximum UA:508 Your UA:366 Gross Cavity Cont. Glazing UA Assembly Area or R-Value R-Value or D.• Perimeter U-Factor Ceiling 1:Flat Ceiling or Scissor Truss 1471 30.0 0.0 51 Wall 1:Wood Frame,16"o.c. 1647 19.0 0.0 86 Window 1:Vinyl Frame:Double Pane with Low-E 124 0.320 40 Door 1:Solid 20 0.130 3 Door 2:Solid 33 0.130 4 Door 3:Glass 40 0.320 13 Wall 2:Wood Frame, 16"o.c. 931 19.0 0.0 49 Window 2:Vinyl Frame:Double Pane with Low-E 121 0.320 39 Basement Wall 1:Solid Concrete or Masonry 1290 11.0 0.0 81 Wall height:8.0' Depth below grade:7.0' Insulation depth:8.0' Floor 1:All-Wood Joist/Truss:Over Outside Air 13 30.0 0.0 0 Furnace 1:Forced Hot Air92 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 2007 New York Energy Conservation Construction Code requirements.When a Registered Design Professional has stamped and sig his pa ey are attesting that to the best of his/her knowledge,belief,and professional judgment,such plans or specifications are' mplia wit his Code. 1 Name-Title S' at Date Project Title: PLAN NO. 2244-08 Report date: 05/19/08 Data filename: Untitled.rck Page 1 of 4 REScheck Software Version 4.1.3 Inspection Checklist Date:05/19/08 Ceilings: ❑ Ceiling 1:Flat Ceiling or Scissor Truss,R-30.0 cavity insulation Comments: Above-Grade Walls: ❑ Wall 1:Wood Frame, 16"o.c.,R-19.0 cavity insulation Comments: ❑ Wall 2:Wood Frame,16"o.c.,R-19.0 cavity insulation Comments: Basement Walls: ❑ Basement Wall 1:Solid Concrete or Masonry,8.0'ht/7.0'bg/8.0'insul,R-11.0 cavity insulation Comments: Windows: ❑ Window 1:Vinyl Frame:Double Pane with Low-E,U-factor.0.320 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑ Window 2:Vinyl Frame:Double Pane with Low-E,U-factor.0.320 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: Doors: ❑ Door 1:Solid,U-factor.0.130 Comments: ❑ Door 2:Solid,U-factor:0.130 Comments: ❑ Door 3:Glass,U-factor:0.320 Comments: Floors: ❑ Floor 1:All-Wood Joist/Truss:Over Outside Air,R-30.0 cavity insulation Comments: Heating and Cooling Equipment: ❑ Furnace 1:Forced Hot Air:92 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: Project Title: PLAN NO.2244-08 Report date: 05/19/08 Data filename: Untitled.rck Page 2 of 4 Installed on the warm-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. Ll Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment have been provided. Ll Insulation R-values,glazing U-factors,and heating equipment efficiency are clearly marked on the building plans or specifications. Ll 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 at least R-11. Return ducts in unconditioned attics or outside the building are insulated to at least R-6. ❑ Supply ducts in unconditioned spaces are insulated to at least R-11. Ll Return ducts in unconditioned spaces(except basements)are insulated to R-2.Insulation is not required on return ducts in basements. Duct Construction: Cj 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 18113, Exceptions: Continuously welded and locking-type longitudinal joints and seams on ducts 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. 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: Li 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. Circulating hot water pipes are insulated to the levels in Table 1. Circulating Hot Water Systems: Lj Circulating hot water pipes are insulated to the levels in Table 1. Swimming Pools: Li 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: HVAC piping conveying fluids above 105 degrees F or chilled fluids below 55 degrees F are insulated to the levels in Table 2. Project Title: PLAN NO.2244-08 Report date: 05/19/08 Data filename: Untitled.rck Page 3 of 4 � r 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 Up to 1" Up to 1.25" 1.5"to 2.0" Over 2" Temperature(°F) 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 Insulation Thickness in Inches by Pipe Sizes Piping System Types Fluid Temp. Range ff) 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) Project Title: PLAN NO. 2244-08 Report date:05/19/08 Data filename: Untitled.rck Page 4 of 4 MAP REFERENCE: YACNa77C AS PER YAP REP. SUBDIVISION PLAN RICHARD P. SCHERMERHORN DATED:FEBRUARY 11, 2003 LAST REVISED:MARCH 17, 2004 BY. VAN DUSEN&STEVES LOT 9 ADJOINI=R'S HOU5E Z of N08}�007 55 NE " OE 00.00 1 j O a LOT 8 Y 3 2 39.64 o o�N 25,000 sq.ft. 0.57 acres ASPHALT DRIVE o N/U O C LA IQ O � (Q CONCRtTE -. = a 1 Z s - � w E 200.00 I w S06007155"W 0 Y� LOT 7 T� C. �f� � �,�►tea LADu ND a el ecerhber , a 'UNAVTHORI3D ALTERATION1 OR AD017IO11 10 A SURVEY � �� 2008 MAP EIEAMNC A LICENSED LAND SURVEYORS SEAL IS A Map of a Survey made for Scale 1 =30 &D„ ELATION OF SECTION 7209.sue-LMN ION Z OF THE NEW YORK STATE EDUCATION LAW Steve ONLY COPIWTH A FROM THE ORIGINAL OF THIS VEYORS MARKED w1714 E ORIOMAL OF THE LAND s RLI EYO PI svx sHAu BE ro BE vAlm TRUE coPlEs.' 1 L"W"fnLMIS PREPARED HEREONA �` „,14AT Michael G. R. & Janet L. Kirby �' THIS SURVEY WAS PREPARED Mi LAND V TOR THE Land Surveyors BY THE NEW PRACTICE A FOR LAND OF PROFESSIONAL ZONALADOPTED er THE 14Ew YOIaC STATE ASSDgAnoN OF PROFE59d/AL LAND SURVEYORS SAID CFR71FICATLONS SHALL RUN ONLY TO THE PERSON FOR RTIOM THE"VEY IS PREPARED.AND ON HIS BEHALF TO714E TITLE COMPANY.GONE NTAL SHEETi•O•(�1 169 Haviland Road Queensbury, New York 12804 AGENCY AND L"'MO�""M LISTED IMON.AND Town of Queenebury, Warren County, New York ro 11.ASSIGNEES OF THE LENDING RLST17"TION." Kirby (518) 792-8474 New York Lie. No. 50135 NO. DATE DESCRIPTION DWG. NO. 02392-8