Loading...
2008-633 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: P20080633 Date Issued: Monday, June 20, 2011 This is to certify that work requested to be done as shown by Permit Number P20080633 has been completed. Location: 19 CAITLIN Dr Tax Map Number: 523400-301-017-0003-048-000-0000 Owner: KELACO, LLC Applicant: KELACO, LLC This structure may be occupied as a: Residential Alteration 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 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: P20080633 Application Number. A20080633 Tax Map No: 523400-301-017-0003-045-000-0000 Permission is hereby granted to: KELACO, LLC For property located at: 888 SHERMAN Ave 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: KELACO, LLC Residential Alteration $110,000.00 35 FRONT St Total Value $110,000.00 LAKE GEORGE,NY 12845-0000 Contractor or Builder's Name/ Address Electrical Inspection Agency Plans &Specifications 2008-633 2722 sq ft residential alteration $272.20 PERMIT FEE PAID- THIS PERMIT EXPIRES: Thursday,December 10, 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 f Que bury; Wednesday,December 10,2008 SIGNED BY for the Town of Queensbury. Director of Buil g& e Enforcement ----------- ------- Fire Nlav,;hal's Office -1 0um of,,_)I/C:C11S1'11 I'll/ - '42 Pay Road Qiwenslyitrq, New York -12804 JYJiCIIIRJ j. Pahncr,, Firt,Alar5lhd - '_Irl/ShIltnan, DePitt'll Fire Alarshal --------------- ------ 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: C-0 U C, INSTALLER/BUILDER: . Co 11,P#P ADDRESS: b LJ, PtZ- !;4(-kInAA) ADDRESS: Q2 LA-)- • PHONE NOS. PHONE NOS. v 6 I a D 65 519--1, LOCATION OF PROPERTY: "(UV'PjZ_ V J?RPIL SX111ZAAA1 f'SUBDfVISION NAME: LOCATION OF PROPOSED CONSTRUCTION AND/OR INSTALLATION: SAI&tb .12 CONTACT PERSON FOR BUILDING&CODES COMPLIANCE: 16111, 6611e^ —PHONE: ,5 ✓ FUEL BURNING APPLIANCE WOOD COAL PELLET 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 761-6206 CHIMNEY INFORMATION BLOCK BRICK STONE OR EMAIL: firemarshal@gueensbury.net MASONRY" CHECK ONE ✓ VISIT OUR WESSITE ✓TILE STEEL SIZE IN FOR MORE INFORMATION INCHES www.queensburv.ne FLUE CHECK ONE ✓ DOUBLE TRIPLE WALL INSULATED DIRECT VENT CHIMNEY WALL LINER CHIMNEY MATERIAL CHECK ONE ✓ **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. Check Residential Plan Review: One & Two Family Dwellings YA/N/A (2)Full sets of plans Over 1,500 sq. ft.—Stamped Design Loads On Plans: 90 Wind Floor Loads 40 psf 50 Ground Snow Load Sleeping Areas and Attics 30 psf f' Calculations: Window Schedule With Glass Size Door Schedule/Main Entrance 36"Door Emergency Escape Or Bedrooms and Habitable Space t Above/Below grade, 5.7 sq. ft. Grade,5.0 sq. ft. 24"(h)x 20"(w)min. 44"Max.Height above floor ,Residential Check Paperwork Compliance and Inspectors Checklist: OK Dampproofmg/Waterproofing Materials On Plans Foundation Drainage On Plans, if required 6"Drop in 10' Exterior Grade Framing Cross Section For Each Roof Line,Vertical Fire Stopping Every 10' Where Required Ice and Snow shield 24"Inside Exterior Wall/24"Inside Knee Walls Platforms At Exterior Doors Stairway Headroom 6' 8' All Stairs 36"Width Stair Run and Rise ,Winder Run and Rise Spiral Not Allowed From 2° Story Smoke Detectors Battery Backup and Proper Location Bathroom Fixtures Proper Clearance Hall Width, 36"min. Handrails More Than Four Risers On Open Sides ' Railing and Guards>30"/Basement Stairs Included/Closed Risers More Than 4"in Ht. Safety-Glazing Notes For Required Areas Garage Fire Separation Garage Floor Sloped Attic Access Roof over 30"—22"x 30"/Crawl Spaces 18"x 24"Access 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 -? --1-- ------------------ OFFICE USE ONLY_---._. .--- -_--_ r i r .? d - ; i ) �� TAX MAP NO. PERMIT NO. t ; Z:- ; ,, oo FEES: PERMIT /- ` RECREATION ENGINEERING N01 � $ (If applicable) 0 PRINCIPAL STRUCTURE: APPLICATION FOR ZONING APPROVAL & BUILDING PERMIT A PERMIT MUST BE OBTAINED BEFORE BEGINNING CONSTRUCTION. APPLICATION IS SUBJECT TO REVIEW BEFORE ISSUANCE OF A VALID PERMIT FOR CONSTRUCTION. APPLICANT/BUILDER: (0tL-[L�e (,Atj.tf OWNER: F.N lAco / ADDRESS: 6 "VefLShtJj1 Ib � • ADDRESS: Sr - PHONE NOS. 1l;LJ '� � '�- PHONE NOS. CONTACT PERSON FOR BUILDING &CODFS COMPLIANCE: (<PAL.) Celle77r PHONE: LOCATION OF PROPERTY: �? 2&e= ?yte/t e'y HAS THERE BEEN A SITE PLAN REVIEW; VARIANCE OR SUBDIVISION APPROVAL? ❑ YES I3"'NO IF SO, INDICATE APPLICATION NO. AND DATE OF APPROVAL: PLEASE INDICATE MEASUREMENTS AS REQUIRED BELOW: CHECK ALL THAT ZO o APPLY TO YOUR Z 0 cn rnw PROJECT OC 0 u uj _ a. , O F.: _ L� o LLCM °z C� F- H 0E- � LLZ Z Q Q V7 N U) O LL E- U- SINGLE FAMILY / 7 3� jq U — ;) ;a 3q TWO-FAMILY V / 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. 4110 00 FUEL TYPE: 4AS HEAT TYPE: god"" a t{'� *HOW MANY FIREPLACE(S): AND/ OR WOODSTOVES(S) r ZONING CATEGORY: ARE THERE WETLANDS ON THIS SITE? IS THIS A HISTORIC SITE? AM -- PROPOSED USE OF BUILDING OR ADDITION: pse `Please complete a separate Application for"Fuel Burning Appliances& Chimneys"available in our office Town of Queensbury • Community Development Office • 742 Bay Road, Queensbury, NY 12804 B 3-LGL 1]-05 ARE THERE STRUCTURES NOT SHOWN ON PLOT PLAN? kc? 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 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 and agree to the above. Signed 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 0 zoning Laws of the Town of Queensbury. Application: - , 0 1 / 0 /00 10 , BUILDING & CODES APPROVAL ; , ZONING APPROVAL 01 DATE DATE 0 , , - - ____________________________________________________- :_.__.___._.___._._.._ QUESTIONS? CALL 761-8256 OR EMAIL codes(M-gueensburv.net Office Use OnIV VISIT OUR WEBSITE FOR MORE INFORMATION www.aueensbury.net Operating Permit Issued: Yes No Occupancy Type: Construction Classification: Assembly Occupancy Limit: Special Conditions: Towri of Queensbury - Conimunihf Development Office - 742 Bay Road, Queensbury, NY 12804 0 Queensbury Building & Code Enforcement - Residential Final Inspection 2 Office No. (518) 761-8256 Arrive: am/p art: am/pm Date Inspection request received: Inspector's Initials. NAME: PERM T#: LOCATION: DATE: TYPE OF STRUCTUR : Comments: Yes No N/A 4" Building Number Address visible from road � bs-e- FreshChimne Hei ht/"B"Vent/Direct Vent Location 0 Air Intake ll// 111 \\\ 3 inch Plumbing Vent through roof minimum 18 inches ` Roof Complete/Exterior Finish Complete (�C Platform at all exterior doors O �+ l Handrail 4 or more risers Guards at stairs decks, patios more than 30 inches above grade SUIVII 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 t Vj Deck Bracing/Handicapped Ramp Compliant Grade away from foundation 6 inches with 10 feet 6 inch clearance to sill plate Gas Valve shut-off exposed/regulator 18 inches above grade Interior privacy/trim/doors/main entrance 36 inches Bathroom/Kitchen 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 s .ft.-150 s .ft.vents Bathroom Fans,if no window Plumbing fixtures Foundation insulation/Insulation Certification/Sticker on Panel 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 furnace area Furnace/Hot Water Heater operating Low water shut-off boiler Relief Valves installed/Heat Trap/Water Temp 110 Enclosed Stairs Sheetrock Underside minimum'/"Gypsum Basement stairs closed rise>4 inches Garage Floor Pitched Garage fireproofing/%hour fire door/door closer 71 Duct work Sealed properly Gas Logs in Sealed or Glass Enclosure Final Electrical Final Survey Plot Plan Arc Fault Breaker Habitable Spaces/Tamper Proof Receptacles Flex Gas Pipe Bonding As Built Septic System/Sewer Dept. Inspection Sticker Site Plan /Variance required Flood Plain Certification,if required Okay to issue C/C or C 10 Temporary/Permanent LABuilding&Codes Forms\Building&Codes\Inspection Forms\Residential Final Inspection Form_revised_100405.doc;Revised January 7,2008; Revised 6/26/08; Revised 12/22/10 Queensbury Building & Code Enforcement - Residential Final Inspection O r No. (518) 761-8256 Arrive: am/pm Depart:l am/pm Date Inspection request received: inspector's Initials: Alm NAME: r C PERMIT#: LOCATION: S,sr DATE: TYPE OF STRUCTURE: Commends• N NIA )z_ /f1Cr° C` 4' BuildingNumber Address visible from road Chimney Height/"B"Vent/Direct Vent Location Fresh Air Intake 3 inch Plumbing Vent through roof minimum 6 inches Roof Complete/Exterior Finish Complete Platform at all exterior doors Handrail 4 or more risers ^ Guards at stairs deckspatios more than 30 inches above grade Guard at stairwell at 34 inches or more Guard at deck,porches 36 inures or more Handrail Termination at Newell Post or Wail interior/Exterlor Railings 34 inches to 38 inches Deck Bract /Handica Ramp Compliant Grade away from foundation 6 inches with 10 feet 6 inch clearance to sill plate Gas Valve shut-off sed/regulator 18 inches above grade Interior privacy/trim/doors/main entrance 36 inches ' �— Bathroom/Kitchen watertight SaLeA glazing/Window in stairwells safety glazing Interior Smoke Detectors/Carbon Monoxide Detectors 1( 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 .ft.-150 sq.ft.vents Bathroom Fans if no window Plumbing fixtures 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 line of site Oil Furnace shut-off at entrance to furnace area Fumace/Hot Water Heater operating Low water shut-off boiler Relief Valves installed/Heat Trap/Water Temp 110 Enclosed Stains Sheetrock Underside minimum W Gypsum Basement stairs closed rise>4 inches Garage Floor Pitched Garage fireproofing I%hour fire door/door closer Duct work Sealed properly Gas Logo in Sealed or Glass Enclosure Final Electrical _ Final Survey Plot Plan Arc Fault Breaker in Bedrooms Flex Gas Pipe Bonding As Built Septic Sy stem I Sewer Dept. Inspection Sticker Site Plan /Variance required Flood Plain Certification,if required Okay to issue C/C or C 10 Temporary/Permanent LABuilding&Codes FormslBuilding&Codes\lnspection FormsWesidential Final Inspection Fomr_revised_100405.doc;Revised January 7,2008;Revised 6/26/08 r Queensbury Building & Code Enforcement - Re ' ential Final Inspection -_NN Office No. (518) 761-8256 Arrive: am/pm Departt,,_i: m/pm ate Inspection request received: Inspector's Initials: NAME: PERMIT#: LOCATION: DATE: TYPE OF STRUCTU E: f 9 Ff A crr-a-- Comments WA 4' Building Number Address visible from road y� Chimney Height i'B'Vent/Direct Vent Location ��= J Fresh Air Intake 3 inch Plumbing Vent through roof minimum 6 inches L Roof Complete/Exterior Finish Complete Platform at all exterior doors _ Handrail 4 or more risers Guards at stairs decks ethos more than 30 inches above grade Guard at stairwell at 34 inches or more Guard at deck porches 36 inures 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 feetIN 6 inch clearance to sill plate f:/�� "`'� Gas Valve shut-off!Lxposed/regulator 18 inches above grade Interior privacy/trim/doors/main entrance 36 inches Bathroom/Kitchen watertight Saglazing/W' dow in stairwells safety glazing Interior Smoke 96tectors/Carbon M oxid etectors Every level: Ev Bed_ ro0. Outside every bedroom res: 01 4�✓' Inter Connected: Batts badku Attic access 30 inches x 22 inches x 30 inches(height)in accessible area Crawl Spaces 18 inch x 24 inch access i N.ft..-1 50 sq.ft.vents Bathroom Fans,if no window s fixtures FPlumbing Foundndation insulation/Insulation Certification Floor truss,draft stopping finished basement 1,000 s .ft. Emergency ress below grade - Gas Furnace shut-off within 30 feet or within line of site .- Oil Furnace shut-off at entrance to fumace area Fumace/Hot Water Heater opprating Low water shut-off boiler Relief Valves installed/Heat Trap/Water Temp 110 Enclosed Stairs Sheetrodc Underside minimum IN Gypsum Basement stairs dosed rise>4 inches Garage Floor Pitched 01 Garage fireproof I'/+hour fire door/door doser j---t A4 Duct work Sealed properly Gas Logs in Sealed or Glass Enclosure Final Electrical j Final Survey Plot Plan _ Arc Fault Breaker in Bedrooms Flex Gas Pipe Bonding As Built Septic System/Sewer Dept. Ins ion Sticker Site Plan /Variance required Flood Plain Certification,if required Okay to issue C/C or C 10 Temporary/Permanent �w LABuilding&Codes FormslBuilding&Codesunspection FornsWesidential Final inspection Forn_revised_100405.doc;Revised January 7,2008;Revised W6108 Septic 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, NYI 12804 Inspector's Initials:6t- NAME: lGcCO PERMIT NO.: LOCATION: INSPECT ON: RECHECK: Comments and/or diaciram Soil T Loam/ Clay Type of Water: u i ' I/ Well Water �" le Waterline se aration distance ft. Well separation distance ft. Other wells: ft. Well Casing Length 50' + - Y N N/A Absorption Field; Total length 'L- ft. Length of each trench ft. Depth of trenches L22 1Z_k' Size of Stone 2- Seepage Pits: Number Size: Stone Size: Piping Size Type Building to tank Tank to Distribution Box Distribution Box to Field Pit Opening Sealed: N End Cap VY N Inlet/Outlet Pipes&Baffles Y N -7, Location/ Separations Foundation to tank ft. Foundation to absorption ft. Separation of Pits ft. Conforms as per Plot Plan Ye N E nd As-Built Y N Location of System on Property: Front Rear Left Side Right Side Middle Front Middle Rear Svstem Use S __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-OLD\Building&Codes\Inspection Forms\Septic Inspection Report.doc Rough Plumbing / Insulation Inspection Report Office No. (518) 761-8256 Date Inspection uff �l Queensbury Building & Code Enforcement Arrive: Z a : = S a� 742 Bay Road, Queensbury, NY 12804 inspector's Initial . NAME: V.R- It4 C U L LC PERMIT #: C� ' LOCATION: INSPECT ON: U TYPE OF STRUCTURE: Y N 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/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 nsulation/Residential Check/Commercial Check �Tyyek or Similar Exterior Sealant 4 r- 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 Report.revised Nov 17 2003, revised February 15,2005, revised January 7,2008 Rough Plumbing / Insulation 1 pection Report Office No. (518) 761-8256 Date Inspection req _' Queensbury Building & Code Enforcement Arrive: <�[7 a p art: .7" an9'J'°" 742 Bay Road, Queensbury, NY 12804 Inspector's Initia / NAME: /aco PE #: LOCATION: INSPECT ON: TYPE OF STRUCTURE: Y N 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/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 /Residential Check/Commerci heck T ek or Pimilar Exterior Sealant ts,`._.. ent, Attic Vent Door/Window Sealed No Insulation Duct/Hot Water Piping Insulation If Leguired 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 v�S Rough Plumbing / Insulation Ins ection Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building &Code Enforcement Arrive: —am/pm Depart: am/pm 742 Bay Road, Queensbury, NY 12804 inspector's Initials: NAME: PERMIT#: LOCATION: INSPECT ON: 2 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 '5 . or 15 minutes Insulation Residential Check/Commercial Check T 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 uct 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 1 - 3 Office No. (518)761-8256 Date inspectjprt ed: Queensbury Building &Code Enforcement Arrive: part: '222 am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's In' . NAME:_ 'O( C.._ET 1 E ERMIT#: LOCATION: (o k _K AE VER A� A") NSPECT ON: — TYPE OF STRUCTURE: .z Y N NIA COMMENTS,* M Attic Access 22"x 30" minimum Jack Studs/Headers Bracing/Bridging \C— Joist hangers Jack Posts/Main Beams Exterior sheeting nailed properly 12"O.C. FV-DOk Headroom 6 ft. 8 in. Stairwells 36 in. or more Exterior Deck Bracing Headroom 6 ft. 8 in. Notches/Holes/Bearing Walls Metal Strapping for Notches Top Plate 1 % w 16 gauge 8 16D nails each side Draft stopping 1,000 sq. ft. floor trusses Anchor Bolts 6 ft. or less on center Ice and water shield 24 inches from wall re,separation 1, 2, 3 hour vvatl 2, 3, 4 hour Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation House side%inch or 5/8 inch Type X Garage side 5/8 inch Type X Ceiling1wall Windows Habitable Space/Bedrooms 24 in. (H) 20 in. (V1f) 5.7 sf above/below grade 5.0 sf grade LABuiidmg&Coded Fortes-=\Building&CodesUrapedion FomisTraming FkntopphV Irapedion Reportdoc Revised Januaq 7,2006 0 Z �. Framing / Firestopping Ins ion Report Office No. (518)761-8256 Date Inspection request received: Queensbury Building &Code Enforcement Arrive: am/pm Depart: P> c am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: NAME: PERMIT#: LOCATION: INSPECT ON: TYPE OF STRUCTURE: . Y N/A COMMENTS: Framing AWC'Access 22" x 30" minimum Jack Studs/Headers 491 Bracing /Bridging v Joist hangers ��{Z Jack Posts/Main Beams Exterior sheeting nailed properly 12A O.C. �F _ - Headroom 6 ft. 8 in. Stairwells 36 in. or more Exterior Deck Bracing -Z 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 r1V Fire separation 1, 2, 3 hour Fi 2, , 4 hour Firestopping sealed 16 inch insulation in Cavity min. Garage Fire Separation House side%inch or 518 inch Type X Garage side 518 inch Type X Ceilingfwall Windows Habitable Space/Bedrooms 24 in. (H) 20 in. (W) 5.7 sf above/below grade 5.0 sf grade LABuilding&Codes Forms-OLMSuilding&CodesVnspection Fo m Tmrr irp Firestopping Irspedion Report doc Revised January 7,2008 �v-/j pr'\ Rough Plumbing / Insulation Inspection Report Office No. (518) 761-8256 Date Inspection request received: 7A/ o/1 Queensbury Building & Code Enforcement Arrive: am/pm Depart: Z- G CL.y am/pm 742 Bay Road, Queensbury, NY- 12804 Inspector's Initials NAME: C � PERMIT LOCATION: INSPECT ON: 1 lS TYPE OF STRUCTURE: Y N N/A Rou h P n /Nail Plates Plumbing Vent/Vents in Place 1 h inch minimum Drain Size Washing Machine Drain 2 inch minimum Cleanout every 100 feet/change of direction Pressure Test Drain/Vent Air/Head 5 P.S.I. or 10 ft. above highest connection for 15 minutes Pressure Test Water Supply Piping Air/Head 50 P.S.I for 15 minutes Insulation/Residential Check/Commercial Check Tyvek or Similar Exterior Sealant Proper Vent, Attic Vent Door/Window Sealed No Insulation Duct/ Hot Water Piping Insulation If r uired unheated Maces 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 eport Office No. (518)761-8256 Date In request received: Queensbury Building&Code Enforcement Arrive: am/ Depart: am/pm 742 Bay Road, Queensbury, NY 12804 inspector's Initials:- NAME: co _ PERMIT#. �/F—Ir I/C LOCATI INSPECT ON: TYPE OF STRUCTURE: Framing Y N N/A 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 ft. or less on center Ice and water sh Id 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 518 inch Type X Garage side 518 inch Type X Ceiling1wall Windows Habitable Space/Bedrooms 24 in. (H) 20 in. OM 5.7 sf above/below grade 5.0 sf grade L:Suilding&Codes Forms-OMBuild ft&CodesUnspection FomaT arning Firestopping Inspection ReporLdoc Revised January 7,2006 Framing / restopping Inspection Recgo�r,req po Office No. (518)761-8256 Date Inspeuest received: Queensbury Building&Code Enforcement Arrive:7-�L am/pm part:,�am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: NAME: PERMIT#: LOCATION: 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 stopping 1,000 sq. ft. floor trusses 6 ft. or less on center _ Ice and water hield 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 h inch or 518 inch Type X Garage side 518 inch Type X Ceiling/wall Windows Habitable Space/Bedrooms 24 in. (H) 20 in. i;W) 5.7 sf above/below grade 5.0 sf grade LABuilding&Codes Fortes-OLD WIding&CodesUnspedion FamsTnin ing Fi estoppft Inspection Reporidoc Purvised January 7,2008 S�/lJ / urs Framing / Firestopping Inspection Report Office No. (518)761-8256 Date InWec bop request received: Queensbury Building &Code Enforcement Arrive:��� am/prr,� Depart: am/pm 742 Bay Road, Queensbury, NY 12804 Ins ctor's nit—ials: 1 NAME: F/ry C a PERMIT#: ( J LOCATI INSPECT ON: TYPE OF STRUCTURE: Framing Y N N/A 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 Bolts . or less on center Ice and water s 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 Ceiling1wall Windows Habitable Space/Bedrooms 24 in. (H) 20 in. K 5.7 sf above/below grade .0 sf grade LABuilding&Codes Forms-=\Building&CodesNnspedion FoiryWt rxnp Fires ny Inspedan Reporicioc R®used January 7,2006 Z 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: PERMIT#: `r LOCATION: °INSPECT ON: TYPE OF STRUCTURE: Commemb 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 Qnwh�ove footing mi poj r wet areas under sla t "�-- Backfill App al -flun*inonder Slab PVC/Cast/Copper GG� Foundation Insulation Interior/Exterior ` R- Rough Grade 6 inch drop within 10 ft. T-1 L:\Building&Codes Forms\Building&Codes\Inspection Forms\Foundation Inspecction Report.doc Last printed 12/20/2005 9:24:00 AM Foundation Inspection Report Office No.(518)761-8256 Date Ins on req ve Queensbury Building&Code Enforcement Arrive: Dep : am/pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initi - NAME: ERMIT#: O�- J 3 _ LOCATION: INSPECT ON: TYPE OF STRUCTURE: r r COMMen Y N N/A Footin Piers Monolithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site. Foundation/Wallpour Reinforcement in Place Footing Dowels or Keyway in place Foundation Dampproofing Foundation Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab Backfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\Building&Codes Forms\Building&Codes\Inspection Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM 3 '7/110r� Foundation Inspection Report Office No.(518)761-8256 Date Inspection request received: Queensbury Building&t Code Enforcement Arrive: am/pm Depart: am/pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: U NAME: PERMIT CQ �r ) T#: LOCATION: V� INSPECT ON: TYPE OF STRUC � „ ,/`_-�- 7��`�' Comments Y N N/A Footings Piers Monolithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site. Foundation/Wallpour Reinforcement in Place Footing Dowels or Keyway in place Foundation Dampproofmg Foundation Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 ' above footing 6 '1 Vo for wet areas under slab Backfill A royal mg Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\Building&Codes Forms\Building&Codes\lnspecdon Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM f / - 3 Foundation Inspection Report Office No.(518)761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: am/pm Depart: �pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: NAME: &1�Aco A PERMIT#: LOCATION: ,,� fiVe INSPECT ON: — TYPE OF STRU Commew Y N NA Footings k _ Piers is Slabiw�' jfZ �? J Reinforce rnt in Place A�� 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 Roktforcemeut in Place Footing Dowels or Keyway in place Foundation Dampproofmg Foundation Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width es above footing 6 mi'1'� for wet areas under slab Bar - val Plumbing Under Slab i PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\Building&Codes Fonms\Building&Codes\Inspection Fonris\Foundattlon Inspecdon 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/pm Depart: L2-.hA11/pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: NAME: 6 C PERMIT#: Off LOCATION: "` INSPECT ON: TYPE OF STRUCTURE: Comments Y N N/A Footings - V 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 S 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 P fb f JAN w �S0 4 t�S} f 1 a 9W �_.. ..... �. .... h t geld x� , Sty r.T rvvi d jO-oo9 J�L",vj 0� , h LfB d J(4# rip t-7 �E3 I r 'Zoo ciREScheck Software Version 4.2.4 Compliance Certificate Project Title: COLLETTE CONSTRUCTION, INC. Energy Code: 2000 IECC Location: Glens Falls,New York Construction Type: Single Family Glazing Area Percentage: 15% Heating Degree Days: 7635 Construction Site: Owner/Agent: Designer/Contractor: UPPER SHERMAN AVE. QUEENSBURY,NY 'Compliance: Compliance:23.3%Better Than Code Maximum UA:566 Your UA:434 Gross Cavity Cont. Glazing UA Assembly Area or R-Value R-Value or •.. Perimeter U-Factor Ceiling 1:Flat Ceiling or Scissor Truss 1732 38.0 0.0 52 Wall 1:Wood Frame,16"o.c. 3145 19.0 0.0 158 Window 1:Vinyl Frame:Double Pane with Low-E 338 0.350 118 Door 1:Glass 120 0.350 42 Door 2:Solid 58 0A00 6 Basement Wall 1:Masonry Block with Empty Cells 458 13.0 0.0 27 Wall height:7.8' Depth below grade:7.0 Insulation depth:7.8' Crawl 1:Masonry Block with Empty Cells 488 13.0 0.0 31 Wall height:4.3' Depth below grade:3.7' Insulation depth:4.0' Inside below-grade depth:0.3' Furnace 1:Forced Hot Air 90 AFUE Air Conditioner 1:Electric Central Air 13 SEER Compliance Statement: The proposed building design described here is consistent with the building plans,specifications,and other calculations submitted with the permit application.The proposed building has been designed to meet the 2000 IECC requirements in REScheck Version 4.2.0 and to comply with the mandatory requirements listed in the REScheck inspection Checklist. GAR-( NuCot-:5- AO 11-2(3-08 Name-Title Signature r1l Date Project Title: COLLETTE CONSTRUCTION, INC. _a Report date: 11/20/08 Data filename: Untitled.rck Page 1 of 4 CREScheck Software Version 4.2.0 NJ( Inspection Checklist Ceilings: ❑ Ceiling 1:Flat Ceiling or Scissor Truss,R-38.0 cavity insulation Comments: Above-Grade Walls: ❑ Wall 1:Wood Frame,16"o.c.,R-19.0 cavity insulation Comments: Basement Walls: ❑ Basement Wall 1:Masonry Block with Empty Cells,7.8'ht/7.0'bg/7.8'insul,R-13.0 cavity insulation Comments: Windows: ❑ Window 1:Vinyl Frame:Doub(e Pane with low-E,U-factor:0.350 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: Doors: ❑ Door 1:Glass,U-factor:0.350 Comments: ❑ Door 2:Solid,U-factor:0.100 Comments: Crawl Space Walls: ❑ Crawl 1:Masonry Block with Empty Cells,4.3'ht/3.7'bg/4.0'ext.insul/0.3'inside bg depth,R-13.0 cavity insulation Comments: Applies to walls of unventilated crawl spaces. Heating and Cooling Equipment: ❑ Furnace 1:Forced Hot Air:90 AFUE or higher Make and Model Number. ❑ Air Conditioner 1:Electric Central Air:13 SEER or higher Make and Model Number: Air Leakage: ❑ Joints,penetrations,and all other such openings in the building envelope that are sources of air leakage are sealed. ❑ Recessed lights are 1)Type IC rated,or 2)installed inside an appropriate air-tight assembly with a 0.5"clearance from combustible materials.If non-IC rated,fixtures are installed with a 3"clearance from insulation. Vapor Retarder: ❑ Installed on the 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. ❑ Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment have been provided. ❑ Insulation R-values,glazing U-factors,and heating equipment efficiency are clearly marked on the building plans or specifications. ❑ Insulation is installed according to manufacturer's instructions,in substantial contact with the surface being insulated,and in a manner that achieves the rated R-value without compressing the insulation. Project Title: COLLETTE CONSTRUCTION, INC. Report date: 11/20/08 Data filename: Unfitled.rck Page 2 of 4 Duct Insulation: Ducts in unconditioned spaces are insulated to at least R-5.Ducts outside the building are insulated to at least R-8.0. Duct Construction: All joints,seams,and connections are securely fastened with welds,gaskets,mastics(adhesives),mastic-plus-embedded-fabric,or tapes.Tapes and mastics are rated UL 181A or UL 181B. Exceptions: Continuously welded and locking-type longitudinal joints and seams on ducts operating at less than 2 in.w.g.(500 Pa). 0 The HVAC system provides a means for balancing air and water systems. Temperature Controls: Thermostats exist for each separate HVAC system.A manual or automatic means to partially restrict or shut off the heating and/or cooling input to each zone or floor is provided. Service Water Heating: Water heaters with vertical pipe risers have a heat trap on both the inlet and outlet unless the water heater has an integral heat trap or is part of a circulating system. Lj Circulating hot water pipes are insulated to the levels in Table 1. Circulating Hot Water Systems: Lj Circulating hot water pipes are insulated to the levels in Table 1. Swimming Pools: 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. oroiect Title: COLLETTE CONSTRUCTION,INC. Report date: 11/20/08 Page 3 of 4 Data filename: Untitled.rck 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 Fluid Temp. Piping System Types Range("F) 2"Runouts 1"and Less 1.25"to 2.0" 2.5"to 4" Heating Systems Low Pressure/Temperature 201-250 1.0 1.5 1.5 2.0 Low Temperature 120-200 0.5 1.0 1.0 1.5 Steam Condensate(for feed water) Any 1.0 1.0 1.5 2.0 Cooling Systems Chilled Water,Refrigerant and 40-55 0.5 0.5 0.75 1.0 Brine Below 40 1.0 1.0 1.5 1.5 NOTES TO FIELO:(Building Department Use Only) Project Title:COLLETTE CONSTRUCTION, INC. Report date: 11/20/08 Data filename: Untitled.rck Page 4 of 4