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2008-532 TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518) 761-8201 4z Community Development- Building &Codes (518) 761-8256 CERTIFICATE OF OCCUPANCY Permit Number. P20080532 Date Issued: Friday, August 28, 2009 This is to certify that work requested to be done as shown by Permit Number P20080532 has been completed. Location: 141 MONTRAY Rd Tax Map Number. 523400-296-013-0001-052-000-0000 Owner. FRANK & RENEE PALANGI Applicant: FRANK PALANGI This structure maybe occupied as a: Garage Attached By Omer of Town Board Single Family Dwelling 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 Building&Code µ nforc ent 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: P20080532 Application Number. A20080532 Tax Map No: 523400-296-013-0001-052-000-0000 Permission is hereby granted to: ANNE SULLIVAN For property located at: MONTRAY Rd 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: ANNE SULLIVAN 143 MONTRAY Rd Garage Attached QUEENSBURY,NY 12804 Single Family Dwelling $150,000.00 Total Value $150,000.00 Contractor or Builder's Name/ Address Electrical Inspection Agency Plans &Specifications 2008-532 1388 sq ft single family dwelling 440 sq ft garage $210.56 PERMIT FEE PAID- THIS PERMIT EXPIRES: Wednesday,October 21, 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 Town-of Quee96bury; Tuesday, October 21,2008 SIGNED BY 1�1 dr' <"— for the Town of Queensbury. Director of Building&Gode Enforcement 1 `37 OFFICE USE ONLY ; I< l `� "1 —� , \ TAX MAP NO. PERMIT NO. FEES: PERMIT IC � RECREATION 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 LID PERMIT FOR CONSTRUCTION. / 01V,t'Kv', APPLICANT/BUILDER: ��1V OWNER: ADDRESS: � - � �� ,/ ADDRESS. PHONE NOS. -7 / 44 of PHONE NOS. 7 CONTACT PERSON FOR BUILDING & CODES COMPLIANCE: �(a, rqlom� PHONE:7' 467 7 LOCATION OF PROPERTY: ft�dv-N�(-Cc-/ SUBDIVISION NAME: PLEASE INDICATE MEASUREMENTS AS REQUIRED BELOW: CHECK ALL THAT p O o P- w u_ APPLY TO YOUR Z 1= LL O cn O rn PROJECT 0 0 � -j L O = _ ~ w _ju- U- w w Q dOU z Q Q :- d N � OL 0LL d = 0tS SINGLE FAMILY TWO-FAMILY MULTI-FAMILY (NO.of UNITS ) TOWNHOUSE BUSINESS OFFICE RETAIL- MERCANTILE FACTORY OR INDUSTRIAL ATTACHEGARAGE(1D23) ry r _1 L�0 (` L OTHER a r IF COMMERCIAL OR INDUSTRIAL-NAME OF BUSINESS: ESTIMATED CONSTRUCTION COST. I - d 0 0 Q FUEL TYPE: Q HEAT TYPE:U'4 a 1 "HOW MANY FIREPLACE(S):__O_AND/OR WOODSTOVES(S): _ ZONING CATEGORY: ARE THERE WETLANDS ON THIS SITE? n IS THIS A HISTORIC SITE? 0 - - 1 0 PROPOSED USE OF BUILDING OR ADDITION: "Please complete a separate Application for"Fuel Burning Appliances&Chimneys"available in our office B 3-LGL 11-05 t4Town of Queensbury • Community Development Office • 742 Bay Road, Queensbury, NY 12804 1 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 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 gree 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 0 , , 00 o BUILDING & CODES APPROVAL ZONING APPROVAL , , , , 00 , DATE o DATE o ----------------------------------------------------- QUESTIONS? CALL 761-8256 OR EMAIL codes(Mm ueensbu ry.net Office Use Only VISIT OUR WEBSITE FOR MORE INFORMATION www.gueensbury.net Operating Permit Issued: Yes No Occupancy Type: Construction Classification: Assembly Occupancy Limit: Special Conditions: ,ti-tA Town of Queensbury - Community Development Office - 742 Bay Road, Queensbury, NY 12804 .......... ......................... _ �...._.......--- OFFICE USE ONLY ; r TAX MAP NO. PERMIT NO. 3 54ZERMIT FEE , APPROVALS: ZONING TOWN CLERK_ ; APPLICATION FOR SEPTIC DISPOSAL SYSTEM PERMIT A PERMIT MUST BE OBTAINED BEFORE WORK BEGINS.APPLICATION IS SUBJECT TO REVIEW BEFORE ISSUAN14OF A VALID PERMIT. Oil.r OWNER: (cgyK Cqfcw,,� _ INSTALLER: ADDRESS: C �� I ADDRESS: at``y — PHONE NOS. 7 14 /29 J_a C PHONE NOS. 361 — '/6 LOCATION OF INSTALLATION: 0.- CL `...................................................................................................................................... ' .................................... RESIDENCE INFORMATION. YEAR BUILT X I COMPUTATION- i TOTAL DAILY FLOW i I NO.OF ` BEDROOMS i GARBAGE GRINDER ................................................ .........................................................3...........,..,,..............................,...........................t...........�...............,..........,.....,.................................... INSTALLED? h 1980 or older , ; X 150 gallon per bedroom ? -................................................................�...t........... .............._...._.....................-........... 1981 1991 1 X 130 gallon per bedroom _ SPA OR HOT TUB S_..................... .................. ............ ..........................................;.............................................................,...........;...........;...........I............................ .., 1992 resent X , 110 gallon per bedroom t ` t o INSTALLED? 6 r ......._.....-..._.p.................._.�..............................._...._.......�. ....,............................................................I. ....,............;........... ............................................................. PARCEL INFORMATION: ✓ TOPOGRAPHY: FLAT ROLLING STEEP SLOPE %SLOPE ✓ SPOIL NATURE: SAND LOAM CLAY OTHER ✓ GROUNDWATER: AT WHAT DEPTH? BEDROCMMPERVIOUS MATERIAL: AT WHAT DEPTH? ✓ DOMESTIC WATER SUPLY: MUNICIPAL Y WELL (IF WELL:WATER SUPPLY FROM ANY SEPTIC-SYSTEM ABSORPTION IS FT. ) ✓ PERCOLATION TEST: RATE IS 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: _GALLON (MIN. SIZE IS 1,000 GAL.) TILE FIELD: EACH TRENCH FT. ✓ TOTAL SYSTEM LENGTH: FT. SEEPAGE P1T(S): HOW MANY? ✓ SIZE OF EACH FT. X FT. ✓ SIZE OF STONE TO BE USED:# _/DEPTH OR THICKNESS _ FT. ✓ BED SYSTEM SIZE: S d X 0-4, ✓ ALTERNATIVE SYSTEM: LENGTH AND/OR SIZE ✓ HOLDING TANK SYSTEM:(If required) NO. OF TANKS: /SIZE OF EACH ✓ GALLONS.I TOTAL CAPACITY: GAL. ............:...:.........:.......:.:.:.:.:.......:.:.:.:.:..................................:.......:.:.:.....:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:....:.:.:...:............::... :. . NOTE: ALARM SYSTEM AND ASSOCIATED ELECTRICAL WORK MUST BE INSPECTED BY A TOWN 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 have read the regulations with respect to this application and QUESTIONS? CALL 761.8256 OR EMAIL agree to abide by these and all requirements of the Town of codes®aueensburv.n Queensbury Sanitary Sewage Disposal Ordinance. VISIT OUR WEBSITE FOR MORE INFORMATION O www.ctueensburv.net e of Perso esp sibie D e Town of Queensbury • Community Development Office • 742 Bay Road, Queensbury, NY 12804 I---------------------.- I II I I aommunitYj Development Officeown of Queensbury ■ 742 Bay Road • Queensbury, New fork •12804 ' Alarihyn Ryba, Executive Director• David Hatin, Director of Building&Codes ; Craig Brown,Zoning Administrator ; BUILDING PERMIT CALCULATION SHEET: ,� _ ;J NATURAL LIGHT, VENTILATION AND EMERGENCY EGRESS REQUIREMENTS ` REQUIRED ACTUAL SQUARE FOOT HABITABLE ROOM AREA OF ROOM IN ACTUAL LIGHT VENTILATION-4% SQUARE FEET SQUARE FOOTAGE I VENTILATION OPENING FOR REMARKS ( f t OF ROOM AREA SQUARE FOOTAGE EGRESS I 17 �r`91. •45" `3 / 41 -::' y3 +d%ry ? /1 .7r� f111�7 4,1.83 6�� I � r QUESTIONS? CALL 761-8256 OR EMAIL codesCq-)gueensbury.net VISIT OUR WEBSITE FOR MORE INFORMATION www.guensbury.net 11 a' �07 munity Development Office of Queertsbury • 742 Bay Road • Queensbury, New York •12804 ; Marilyn Ryba, Executive Director•David Hatin, Director of Building&Codes Craig Brozon, Zoning Administrator ; WINDOW SCHEDULE JOB SITE/ADDRESS: DATE: Z l 3 D --------------------------------- --- -------- OWNER: -=-- -------'--=== -------------APPLICATION NO.: WINDOW- CLEAR----------------- UNIT OR CLEAR WINDOW OPENING NO.OR MANUFACTURER WINDOW STOCK ROUGH ROUGH NUMBER OPENING OPENING VENT. SQ.FT.EGRESS/CLEAR OPENING HEIGHT SPECIAL HARDWARE OR LETTER MODEUTYPE VENT WIDTH IN INSTRUCTIONS ( ON PLAN NAME CALL WIDTH HEIGHT OPENING INCHES INCIN HES A 1 MaOG A� V,r.u1 2S t o �,� wG. g0416 tom` ': ' t 2 - a4 s �92,7 33 r' G acx,4 t'�1f f} v t.°'7"47 Z-S— e{�4 -3 2. 3 2r3�F3 / ` �,� Check Residential Plan Review: One & Two Family Dwellings Y/N/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 Calculations: indow Schedule With Glass Size Door Schedule/Main Entrance 36"Door Emergency Escape Or Bedrooms and Habitable Space ` Above/Below grade, 5.7 sq. ft. grade,5.0 sq. ft. 4"(h)x 20"(w) ,,in. 44"Max.Height above floor ssidential Check Paperwork Compliance and Inspectors Checklist: OK Dampproofing/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 LLR�uired _-4, /�%mil_ Ice and Snow shield 24"Inside Exterior Wall/24"Inside Knee Walls latforms At Exterior Doors Vf Stairway Headroom 6' 8' All Stairs 36"Width Stair Run and Rise Winder Run and Rise Z` �/ 1 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 r Garage Fire Separation J arage Floor Sloped ttic Access oof over 30"—22"x 30"/Crawl Spaces 18"x 24"Access rbon Monoxide Detector Outside Lowest Sleeping Area, On Every Level& erconnected il Test Results, if required ptic To Well Or Water Line Separation l Paperwork Signed Queensbury Building & Code Enforcement - Residenti n spection Office No. (518)761-8256 Arrive: m rt: AQP- �r Date Inspection request received: Inspector's Init NAME: P R IT#: LOCATION: D TYPE OF STRUCTURE: Comments: yes j No N/A 4' Building Number Address visible from road Chimney Height/'B"Vent/Direct Vent Location Fresh Air Intake 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 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 Bracing/Handicapped Ramp Compliant Grade away from foundation 6 inches with 10 feet 6 inch clearance to sill plate Gas Valve shut-off ex ed/regulator 18 inches above grade Interior privacy/trim/doors/main entrance 36 inches Bathroom/Kitchen watertight Safety glazing/Wiridow in stairwells safety glazing Interior Smoke Eybdors/Cartoon 4onoxide etectors Every level: Eyery Bed fin Outside every bed area: roo Inter Connected: Battery backup: Attic access 30 inches x 22 inches x 30 inches(height)in accessible area Crawl Spaces 18 inch x 24 inch access, 1 sq.ft.-150 sq.ft.vents Bathroom Fans,if no window Plumbina fixtures Foundation 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 furnace area Fumace/Hot 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 worts Sealed properly Gas Logs in Sealed or Glass Enclosure Final Electrical Final Survey Pot 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 LABuilding&Codes Forms\Building&Codes\Inspection FormsWesidential Final Inspection Form_revised_100405.doc;Revised January 7,2008; Revised 6/26/08 Queensbury Building.& Code Enforcement - Residential F' I ectiO Office No. (518) 761-8256 Arrive: a rt: 2= a pm Date Inspection request received: Inspector's Initials: NAME: P CAL P R T* LOCATION: �A k E: '- TYPE OF STRUCTURE: Comments: A 4' Building Number Address visible from road Chimney Height/"B'Vent/Direct Vent Location Fresh Air Intake 3 inch Plumbing Vent through roof minimum 6 inches Roof Co late/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 inches or more Handrail Termination at Newell Post or Wall Interior/Exterior Railings 34 inches to 38 inches Deck Brad /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 139161ors/Carbon Monoxide DpCectoIs Every level: Every Bedrorr 6m: Outside every bedroom lea: Inter Connected: ✓ Batte backup. Attic access 30 inches x 22 inches x 30 inches(height)in accessible area Crawl Spaces 18 inch x 24 inch access 1 sq.ft..150 sq.ft.vents FAR �P\pv-EICP►ep)� Bathroom Fans if no window M 0V,)0,Y-\VV-- Plumbing fixtures Foundation insulation/Insulation Certification Floor truss,draft stopping finished basement 1,000 sq.ft. V-P- F-T' Emeraency egress below gradet��D Gas Furnace shut-off within 30 feet or within line of site �.E�� Oil Furnace shut-off at entrance to furnace area 5E�) ,� t Furnace/Hot Water Heater operatin gj�tV� Low water shut-off boiler —6E�lL Relief Valves installed/Heat Trap/Water Temp 110 Enclosed Stairs Sheetrock Underside minimum'A'Gypsum Basement stairs dosed rise>4 indmes Garage Floor Pitched Gara a fireproofing/%hour fire door/door closer Duct work Sealed properly Gas Logo in Sealed or Glass Enclosure Final Electrical �� eJO�►JtiATE Final Survey Plot Plan �'T r� At�: tHQJ Arc Fault Breaker in Bedrooms o Flex Gas Pipe Bonding As Built Septic System i Sewer Dept. Inspection Sticker Site Plan /Variance required Flood Plain Certification,if required Okay to issue C 1 C or C 10 Temporary/Permanent L:\Building&Codes Forms\Building&Codes\Inspection FormsWesidential Final Inspection Form_revise0_100405.doc;Revised January 7,2008;Revised 8/26/08 Z -q 11 Rough Plumbing l Insulation Ins Ction Report Office No. (518) 761-8256 Date Inspection r st N __ Queensbury Building & Code Enforcement Arrive: = m art: 742 Bay Road, Queensbury, NY 12804 Inspector's In't� NAME: PeU P MIT#: — Z LOCATION: 141 No ✓ INSPECT ON: 7 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 50 P.S.I for 15 minutes Insulation/Residential Check/Commercial Check T ek or Similar Exterior Sealant Pr -Door/Window Sealed Insulation %Suct!Hot tjateF4Vfing Insulation Ifrequired 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 n4sp6ecoatio Report Office No. (518)761-8256 Date Inspection request received: Queensbury Building $Code Enforcement Arrive: am/pm part: am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: NAME: GC / PERMIT#: LOCATION: INSPECT ON: TYPE OF STRUCTURE: Y N NIA COMMENTS: Framing 22" x 30" minimum Jack Studs/Headers �� - C 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 naffs 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. W 5.7 sf above/below grade 5.0 sf grade LASuilding&Codes Forms-01.0ftikkV&Codesgrapedion Fors sTrarning Firestopping Inspection Report.doc Revised January 7,2006 Rough Plumbing / Insulation Insobction Report 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: T _ NAME: PERMIT#: � LOCATION:. 1141 o INSPECT ON: 7:1 - - - TYPE OF STRUCTURE: f4 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 50 P.S.i for 15 minutes Insulation/ esidential Check 7-commercial Check imilar Exterior Sealant Proper Vent, Attic Ven Door/Window Seal No Insulation Duct/Hot Water Pipi ulation If required unheatedspaces Combustion Air Supply for Furnace Duct work sealed properly/No duct tape COMMENTS: Rough Plumbing Insulabon Report.revised Nov 17 2003, revised February 15,2005, revised.January 7,2008 I ljar.-� Framing / Fires#oppi 9�lnpion R rf Office No. (518)761-8256 Date Inspection request received: Queensbury Building &Code Enforcement Arrive: am/pm Depart: k 1 am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: NAME: T PERMIT#: LOCATION: INSPECT ON: TYPE OF STRUCTURE: Y N 7 COMMENTS: Framing 22" x 30" minimum 1 Jack Studs/Headers Bracing/Bridging Joist hangers Jadc Posts/Main Beams Exterior sheeting nailed properly 12"O.C. Headroom 6 ft. 8 in. Stairwells 36 in: or more Exterior Deck Bracing Headroom 6 ft. 8 in. Notches/Holes/Bearing Walls Metal Strapping for Notches Top Plate 1 % w 16 gauge 8 16D naffs 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 sealed 16 inch insulation in cavity min. Garage Fire Separation House side%inch or 5/8 inch Type X Garage side 5/8 inch Type X Ceiling/wall Windows Habitable Space/Bedrooms 24 in. (H) 20 in. (W) 5.7 sf above/below grade 5.0 sf grade L:Suilding&Codes Forav" I)Suilci ft&CodesUnspedion FomisTran ing Firostopping Inspection RepoR.doc Revised January 7,2006 Rough Plumbing / Insulation Ins Wcction Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building &Code Enforcement Arrive: am/p Depart: k am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: r ZTC-� NAME: PERMIT #: a�3 LOCATION: INSPECT ON: TYPE OF STRUCTURE: y NIA Rough Plumbing / aiI Plates Plumbin ents in Place 1 %inch minimum Drain Size Washing Machine Drain 2 inch minimum Cleanout every 100 feet/change of direction Pressure Test '7 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 required unheated spaces Combustion Air Supply for Furnace Duct work sealed properly/No duct tape COMMENTS: A7s:i— rA�gf z r7 % Rough Plumbing Insulation Report.revised Nov 17 2003, revised February 15,2005, revised January 7,2008 Framing / Firestopping Inspecc bn Report Office No. (518)761-8256 Date In request received: Queensbury Building &Code Enforcement Arrive: '.e= am/y rt: am/pm 742 Bay Road, Queensbury, NY 12804 inspector's Initials: NAME: TO"/a-k 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 Ohleld 24 inches from wall ration 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) in. CM 5.7 sf above/below grade 5.0 sf grade LABuilding&Codes Forms-=\Building&CodesWwpedion Fors Framing Firestopping Inspection Paport doc Revised January 7,2006 v / 0-/z- pedpe5o' 7 - Septic Inspection Report Office No. (518) 761-8256 Date Inspection r Queensbury Building &Code Enforcement Arrive: Z� e _ p_Mm 742 Bay Rd., Queensbury, NY 12804 Inspector's Initia NAME: Pa PERMIT NO.: LOCATION: INSPECT ON: RECHECK: Comments and/or diagram Soil Type: Sand Loam/ Clay Type of Water: Municipal 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 De th of trenches 7 — ft. Size of Stone Seepage Pits: Number Size: x ,- Stone Size: Piping Size Type Building to tank Tank to Distribution Box Wk C� Distribution Box to Field Pit %\ C✓T �Opening Sealed: N End Ca N Inlet/Outlet Pipes &Baffles VY N Location Separations Foundation to tank ft. Foundation to absorption ft. Separation of Pits ft. Conforms as per Plot Plan Y N Engineer Report and As-Built Y N Location of System on Property: Front Rear Left Side Right Side Middle Front Middle Rear 5-ystem 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 Septic Inspection Report Office No. (518) 761-8256 Date Inspectio req d: Queensbury Building &Code Enforcement Arrive: a p epart: a pm 742 Bay Rd., Queensbury, NY 12804 Inspector's Initials: /) NAME: P IT NO.: _ LOCATION: 1�1 PECT ON: — —O RECHECK: Comments and/or diagram Soil T Clay Type of Water un' ' II Water Waterline separation distance tz; 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 LA 1% Tank to Distribution Box it p Distribution Box to Field Pit `` V Opening Sealed: N End Cap N Inlet/Outlet Pipes&Baffies N Location Separations Foundation to tank ft. Foundation to absorption ft. Separation of Pits z ft. Conforms as per PI . N Engineer Report a As-Built Y N Location of System on Property: Front Rear ft Side (R:ig:htSide Middle Front Middle Rear System S 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 Final Survey Inspection Dept. of Community Development Town of Queensbury 742 Bay Road Queensbury,NY 12804 Date received: ----�' NAME: P6( &InOl ' LOCATION: "J4 �&&ae6d PERMIT#: Final Survey Plot Plan A roved Denied The attached final survey has been received by the Dept.of Community Development. Upon review the survey has - r b Craig rown,Zoning Administrator Notes: t , L:`SueHemingway\Building.Codes.Lkspxtion.FORMS\Fina1 Survey Zoning Administrator.doc MAP REFERENCE I HEREBY CERTIFY THAT THIS MAP WAS PREPARED 1 FROM AN ACTUAL FIELD SURVEY. MAP OF A SURVEY OF LANDS OF THIS CERTMCA11ON SHALL RUN ONLY TO THE PERSONS HAROLD M. & VIOLA J. McNEAL FOR WHOM THE SURVEY WAS PREPARED. AND ON THEIR BY: JOHN B. VAN DUSEN BEHALF TO THE TITLE COMPANY. GOVERNMENTAL AGENCY DATED: NOVEMBER 3, 1966 AND LENDING INSTITUTION LISTED HEREON. CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. 2 CERTIFIED TOs Frank C. Palangi MAP OF LANDS OF Renee M. Palangl ANTHONY M OR I N I & ANTHONY B OTTI LLO Trustco Bank. N.A.. Its successors and/or assigns BY: LESLIE W. COULTER Chicago Title Insurance Company DATED: APRIL 28, 1958 a IPw CERTIFIED B MATTHEW C. STEVE5 NY4w DATED• May 14. 2009 k I . IPF IRS LANDS N/F OF SULLIVAN IPF 00 O N68 D 3'S 0 011E N u N I LANDS N/F OF ASPHALT IRS AREA D;�iYE NOPTH51DE PROPERTIES. LLG IRF IN �0 25,346.29 sq. ft. CONCRETE / 0.58 acres A 0 1. IRS F OUNDAT/ON ONL ^O' DRIVEWAY Y 48.9g, Q.• L ►� � Ay CIO 0 340. \ 5441 N IRF IN y ti CONCRETE b LEGEND \ N O IRSO= IRON ROD SET / TO BE SET \ IPF O • IRFO= IRON ROD FOUND ` LANDS N/F OF IPFO= IRON PIPE FOUND ` ` WEEKS �� cZL= UTILITY POLE ` o = METAL FENCE LINE DRIVEWAY tP D � atel September 0 UNAUTHORIZED ALTERATION OR ADDITION TO A SURVEY /- a 's YAP BEARING A LICENSED LAND SURVEYORS SEAL IS A Map of a Survey made for Scale 1 —30 0 VIOLATION OF SECTION 729.SUB-DIVISION z.OF THE & NEW YORK STATE EDUCATION LAW ONLY COPIES FOCI THE ORIGINAL OF THIS SURVEY MARKED WITH AN ORIGINAL OF THE LAND SURVEYORS eves SEAL SHALL BE CONSIDERED TO BE VALID TRUE COPIES.* Frank C . P a l a ng i 'CERTIFICATIONS INDICATED HEREON SIGNIFY THAT THIS SURVEY WAS PREPARED IN ACCORDANCE WITH THE Land Surveyors LANDDUSTING� SAOPRA TICEM FOR LARD SURVEYORS ADOPTED Renee M P a l an gi BY THE NEW YORK STATE ASSOCIATION OF PROFESSIONAL LAND SURVEYORS SAID CER7�ICATIONS SHALL RUN ONLY M. TO THE PERSON FOR WHOM THE SURVEY IS PREPARED.AND SHEET 1 OF I ON HIS BEHALF TO THE TITLE COMPANY,GOVERNMENTAL 169 Haviland Road Queensbury, New York 12804 AGENCY AND LEES O THE LENDING LISTED HEREON,AND Town of Queensbury, Warren County, New York 1 5114109 FOUNDATION LOCATION m THE Assa+EEs of THE LENDING wsnTunoN. Palangi C2295 (518) 792-8474 New York Lie. No. 50135 NO. DATE DESCRIPTION DWG. NO. 05110 Zr Foundation Inspection Report Office No.(518)761-8256 Date Inspectiop request received: Queensbury Building&Code Enforcement Arrive: '�15 am/p��' Depart: am/pm . 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: �. NAME: 73A PERMIT#: LOCATION: INSPECT ON: TYPE OF STRUCTURE: Comm n 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 Foun pproo oundation Waterproofing Footing ay i or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab Backfiill 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 Insp�ec•t�io request received: Queensbury Building&Code Enforcement Arrive://L� r �, am/pn� Depart: am/pm 742 Bay Rd.,Qu nsbury,NY 12804 Inspeci6r's Initials. �_ Pa NAME. & V` J PERMIT#: LOCATION: INSPECT ON: TYPE OF STRU . Comm"ts 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 ,,., `1rlaterials for this' on site. Foundation/Wallpo- ent 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 I 0 - I Foundation Inspection Report Office No.(518)761-8256 Date Ins request received: 5 dk 6 _ Queensbury Building&Code Enforcement Arrive: 1( ; Q am/p Depart: am/pm 742 Bay Rd.,Queensbury,NY 12804 Inspect ir'1s1n�itials: nT_C__ NAME: PERMIT#: �S ' 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. oundation/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\Inspecdon Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM Foundation Inspection Report Office No.(518)761-8256 Date In uest received: ti Queensbury Building&Code Enforcement Arrive: am/ v Depart: am/pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials:_ r� NAME: ^ 1 PERMIT#: LOCATION: r INSPECT ON: Z r TYPE OF STRU TURF: Comments Y N N/A ,--� j- Footings N 'EL�C3 (�' n I \ �C � Monolithic Slaby Reinforcement in Place �� &AiZ IA-) 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 3o Foundation Inspection Report Office No.(518)761-8256 Date InspectionMuest received: Queensbury Building&Code Enforcement Arrive: I am/p Depart: am/pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: _izL NAME: Y �^- j ,—.� ,, PERMIT#: LOCATION: INSPECT ON: TYPE OF STRUCTURE: Comment Y N/A (IFootings 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:\Building&Codes Forms\Building&Codes\Inspection Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM Foundation Inspection Report C CU SC l U o� Office No.(518)761-8256 Date Inspection equest received: Queensbury Building&Code Enforcement Arrive: I am/p Depart: am/pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: : NAME: Ell Y\• 1 PERMIT#: U H LOCATION: 1 9 INSPECT ON: TYPE OF STRUCTURE: Comments Y N N/A Footings - xl�, Piers Monolithic Slab l " Reinforcement in Place 3-- The contractor is responsible f providing protection from freezing for 48 hours following the placement of the concrete. Materials for this pur ose on site. Foundation/Wallpour Reinforcement in Place Footing Dowels or Keyway in place Foundation Dampproofing Foundation waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab Backfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\Buliding&Codes Forms\Building&Codes\Inspection Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM REScheck Software Version 4.1.4 Compliance Certificate Project Title: RUSSELL THOMAS for FRANK& RENEE PALANGI Report Date:09/21/08 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: 10% Heating Degree Days: 7635 Construction Site: Owner/Agent: Designer/Geakooter- Queensbury,NY 12804 Frank&REnee Palangi G.Peter Jensen Queensbury,NY 12804 17 West Road South Glens Falls,NY 12803 (518)798-3859 x„.,.�,.u'..,� r' .: ,y.,, f'��.3tkz-va.,i"i�,�.�`r, ..� � .- y x y x '� �' <_, � i,,,6...rr::, F ,: `�� 4 ^a i•. �' b i. t Compliance:10.1%Better Than Code Maximum UA:288 Your UA:259 Gross Cavity � Cont.- Glazing UA Assembly Area or R-Value R-Value or D.. Perimeter U-Factor Ceiling 1:Flat Ceiling or Scissor Truss 1309 38.0 0.0 39 Wall 1:Wood Frame,16"o.c. 1232 21.0 0.0 61 Window 1:Vinyl Frame:Double Pane with Low-E 89 0.470 42 Door 1:Solid 40 0.200 8 Door 2:Glass 40 0.340 14 Basement Wall 1:Solid Concrete or Masonry 1232 11.0 0.0 95 Wall height:8.0' Depth below grade:7.0' Insulation depth:5.0' Furnace 1:Forced Hot Air 84 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 signed this page,they are attesting that to the best of his/her knowledge,belief,and professional judgment,such plans or specifications are in compliance with this Code. Q. PETER JENSEN T` pg Name-Title ign.ure Date SOUTH GLENS FALLS NEW YORK 12803 Project Notes: (518)798-3859 ��AE D A C,S, Single Family Residence O�5 ��E✓A JEV /0, Plan 08-0901 ` ,f, CIA ir L - w �+ p?8010 . n qrf OF NE'N � Project Title:RUSSELL THOMAS for FRANK&RENEE PALANGI Report date:09/21/08 Data filename: Untitled.rck Page 1 of 4 REScheck Software Version 4.1.4 Inspection Checklist Date:09/21/08 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-21.0 cavity insulation Comments: Basement Walls: ❑ Basement WaR 1:Solid Concrete or Masonry,8.0'ht/7.0'bg/5.0'insul,R-11.0 cavity insulation Comments: Windows: ❑ Window 1:Vinyl Frame:Double Pane with Low-E,U-factor:0.470 For windows without labeled U-factors,describe features: #Panes—Frame Type Thermal Break?____Yes—No Comments: Doors: ❑ Door 1:Solid,U-factor:0.200 Comments: ❑ Door 2:Glass,U-factor:0.340 Comments: Heating and Cooling Equipment: ❑ Furnace 1:Forced Hot Air:84 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: ❑ 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. 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. Project Title:RUSSELL THOMAS for FRANK&RENEE PALANGI Report date:09/21/08 Data filename: Untitled.rck Page 2 of 4 Return ducts in unconditioned spaces(except basements)are insulated to R-2.Insulation is not required on return ducts in basements. Duct Construction: Lj 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 181 B. 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: Lj Separate electric meters exist for each dwelling unit. Fireplaces: Fireplaces are installed with tight fitting non-combustible fireplace doors. Lj 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: Lj 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: Lj 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 dock. Heating and Cooling Piping Insulation: 0 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:RUSSELL THOMAS for FRANK&RENEE PALANGI Report date:09/21/08 Data filename: Untitled.rck Page 3 of 4 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 Fluid Temp. Insulation Thickness in Inches by Pipe Sizes 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 FIELD:(Building Department Use Only) Project Title: RUSSELL THOMAS for FRANK&RENEE PALANGI Report date:09/21/08 Data filename: Untitled.rck Page 4 of 4 p,# ///n bo E3e C '•a e i° 7 „., es, p } y� y i o r i gg r_ i S ' cti 4 e L �s►a�s.i��l a�ran 5�cy 'y, .xiAq mw 1 r 1