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2012-323 TOWN OF QUEENSBURY • 742 Bay Road,Queensbury,NY 12804-5902 (518) 761-8201 } Q rY� Community Development - Building & Codes (518) 761-8256 CERTIFICATE OF OCCUPANCY Permit Number: P20120323 Date Issued: Monday, November 19, 2012 This is to certify that work requested to be done as shown by Permit Number P20120323 has been completed. Location: 6 FEEDER CANAL Ct Tax Map Number: 523400-309-015-0001-006-000-0000 Owner: JANICE K. LEMERY Applicant: JANICE K. LEMERY This structure may be occupied as a: Residential Addition By Order of Town Board TOWN OF QUEENSBURY Issuance of this Certificate of Occupancy DOES NOT relieve the property owner of the responsibility for compliance with Site Plan, Variance, or other issues and conditions as a result of approvals by the Planning Board Director of Building&Code Enforcement or Zoning Board of Appeals. A.k4 TOWN OF QUEENSBURY i742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 1 Community Development-Building&Codes (518) 761-8256 BUILDING PERMIT Permit Number: P20120323 Application Number: A20120323 Tax Map No: 523400-309-015-0001-006-000-0000 Permission is hereby granted to: JANICE K. LEMERY For property located at: 6 FEEDER CANAL Ct in the Town of Queensbury,to construct or place at the above location in accordance with application together with plot plans and other information hereto filed and approved and in compliance with the NYS Uniform Building Codes and the Queensbury Zoning Ordinance. Type of Construction Value Owner Address: JANICE K. LEMERY Residential Addition $34,000.00 6 FEEDER CANAL Ct Total Value QUEENSBURY,NY 12804-0000 $34,000.00 Contractor or Builder's Name/Address Electrical Inspection Agency Plans&Specifications 2012-323 564 sq ft addition $112.80 PERMIT FEE PAID-THIS PERMIT EXPIRES: Thursday,July 11,2013 (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 Tow of Qu sb27 ? /f 74 n u1y 11, 2012 SIGNED BY for the Town of Queensbury. Director of Building&Code Enforcement OFFICE USE ONLY TAX MAP NO..43.09.15 ..�_.^ �Q._.-----PERMIT NO..._.__...._IoR -.._ JUL_ 05 2012 FEES: PERMI1 JJ e k gaECREATION 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 VALID PERMITFOR CONSTRUCTION. APPLICANT/BUILDER: .:\eSSe W :4c OWNER: k1 f,1I L ADDRESS: 6 �Cece(' c,..1/4 I C- ADDRESS: 6 -Feeder PHONE NOS. 6(O-LC-1)3j . a ( - 61-169 PHONE NOS. CONTACT PERSON FOR BUILDING & CODES COMPLIANCE: Je.SSe_ LJLt4f PHONE: 2,60- I5-'73 LOCATION OF PROPERTY: Q�e PsS ✓'Y HAS THERE BEEN A SITE PLAN REVIEW; VARIANCE OR SUBDIVISION APPROVAL? ❑ YES 1l NO IF SO, INDICATE APPLICATION NO.AND DATE OF APPROVAL: PLEASE INDICATE MEASUREMENTS AS REQUIRED BELOW: CHECK ALL THAT z APPLY TO YOUR z p D' Q C i; PROJECT 00 p • J F w U E w � u u_L _ w ¢ 0 = W O J u Z Q �- � z 0 � F Ot= rx - Q N cn O u- F- W a. 2 a5 SINGLE FAMILY >/ C 6 Li 'W TO-FAMILY /' MULTI-FAMILY (NO.of UNITS ) TOWNHOUSE BUSINESS OFFICE RETAIL- MERCANTILE FACTORY OR INDUSTRIAL ATTACHED GARAGE(1,2,3) OTHER IF COMMERCIAL OR INDUSTRIAL- NAMEOF BUSINESS: ESTIMATED CONSTRUCTION COST: 3 1 000 _ FUEL TYPE: HEAT TYPE:)cc 4i,e��,�, 'HOW MANY FIREPLACE(S): O AND/OR WOODSTOVES(S): 6 ZONING CATEGORY: R/0 ARE THERE WETLANDS ON THIS SITE? nu IS THIS A HISTORIC SITE?__ PROPOSED USE OF BUILDING OR ADDITION: I ARE THERE STRUCTURES NOT SHOWN ON PLOT PLAN? nc3 ARE THERE EASEMENTS ON PROPERTY? .�lo "Please complete a separate Apphhcat ce for'Fuel Burning A;:pliances&Chimneys' avallnhle in our office 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 rea and agree to t e above. Signed Qom- 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: BUILDING & CODES APPROVAL ZONING APPROVAL DATE DATE • QUESTIONS? CALL 761-8256 OR EMAIL codes(a,queensbury.net Office Use Only . • VISIT OUR WEBSITE FOR MORE INFORMATION www.queensbury.net Operating Permit Issued: Yes No Occupancy Type: Construction Classification: Assembly Occupancy Limit: Special Conditions: Town of Queensbury* Community Development Office * 742 Bay Road, Queensbury NY 12804 1)tlU. o0L 1 -3 Queensbury Building & Code Enforcement - Residential inal lnspecti Office No. (518) 761-8256 Arrive: am/p Depart:/1,J am/pm Date Inspection request received: Inspector's Initials: tX,( NAME: L e. rn °i-f— L)h ."-11-e PERMIT#: / -133 LOCATION: I p f-- o P ' o,\ (' (Q,.(\c- r �R DATE: // /.5— TYPE S—TYPE OF STRUCTURE: •&S i r4 Comments: Yes No NIA 4" Building Number Address visible from road Chimney Height/"B"Vent/Direct Vent Location Fresh Air Intake 3 inch Plumbing Vent through roof minimum 18 inches Roof Complete/Exterior Finish Complete V_..„,./. Platform at all exterior doors Handrail 4 or more risers Guards at stairs,decks,patios more than 30 inches above grade Guard at stairwell at 34 inches or more i 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 exposed/regulator 18 inches above grade Interior privacy/trim/doors/main entrance 36 inches Bathroom/Kitchen watertight Safety glazing/Winw in stairwells safety gI- ing Interior Smoke Det ors/Carbon M noxid- 'etectors Every level: Every edro m: Outside every bedroom ar : Inter Connected: L 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 V Bathroom Fans,if no window Plumbing fixtures U71 _Foundation insulation to floor 1 Sticker on Panel Duct work sealed properly/Blower Door Test Certification Floor truss,draft stopping finished basement 1,000 sq.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 Valve(s)installed/Heat Trap/Water Temp 110 Enclosed Stairs Sheetrock Underside minimum'/"Gypsum Or/Basement stairs dosed rise>4 inches Garage Floor Pitched Garage fireproofing/3/4 hour fire door/door closer Gas Logs in Sealed or Glass Enclosure Final Electrical; Energy Saving Light Bulbs 50% 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 dp Okay to issue C/C or C l 0[Temporary/Permanent] L:\Building&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,Revised 04/13/11 CD o CD O o C� m `� � O •a,, ~ tz o 10 CD CD ID 0-0 w m yCD CDb /-3()r-- Rough Plumbing I Insulation Inspection Report Office No. (518) 761-8256 Date Inspection request received: 13e l'� Queensbury Building & Code Enforcement Arrive: am/p „ De art:f .3c---am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: NAME: o yam. , `'e - PERMIT #: ` /�- 3,3-3 LOCATION: 067 Pew (:4zip-(ONSPECT ON: /)�y TYPE OF STRUCTURE: Ale 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 4. 15 minutes A • • 'esidential Check I Commercial Check yvek or Similar Exterior Sealant I 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 Framing / Firestopping Inspection Report M D cd c: (-A 4 Office No. (518) 761-8256 Date Inspection request received: Queensbury Building &Code Enforcement Arrive: am/pm Departs am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's lnitials:a 66A2i- PERMIT#: I 3 &E LOCATION: (i2 e 1 -t-. INSPECT ON: TYPE OF STRUCTURE: — I'� �� A cL ck, N N/A COMMENTS: Framing 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 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 ri\) Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation House side '/Z inch or 5/8 inch Type X Garage side 5/8 inch Type X Ceiling/wall — Windows Habitable Space I Bedrooms 24 in. (H) 20 in. (W) 5.7 sf above / below grade 5.0 sf grade L:1Building&Codes Forma-0LD\Buikiing&CodesUnspection Famn.s'Framing Firestopping Inspection Report.doc Revised January 7,2008 Framing / Firestopping Inspection Report I Ih 1--u 4(L 9.-1/ Office No. (518) 761-8256 Date Inspection request received: Queensbury Building & Code Enforcement Arrive: am/pm Depart: �-9 m/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: 11A=� ) NAME: L- -2-'c\...0Ak D PERMIT#: LOCATION: LeJ , e. C' INSPECT ON: .- /a TYPE OF STRUCTURE: R S -dd Framing N NIA COMMENTS: Attic Access 22" x 30" minimum Jack Studs/Headers Bracing /Bridging ----� Joist hangers Jack Posts/Main Beams c � 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 '/2(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 �! Fire separation 1, 2, 3 hour Fire wall 2, 3, 4 hour Firestopping 1 � � Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation House side %z inch or 5/8 inch Type X Garage side 5/8 inch Type X Ceiling/wall Windows Habitable Space 1 Bedrooms 7// 24 in. (H) 20 in. (W) 5.7 sf above/below grade 5.0 sf grade —_ L:\Building&Codes Fomes-OLDt8uilding&Code Inspection Fomu\Framing Firestopping Inspection Report.doc Revised January 7,2008 A � 1� � � Framing ! Firestopping Inspection Report Office No. (518) 761-8256 Date Inspection request received: --3/ / Queensbury Building & Cade Enforcement Arrive: am/pm Depart: T am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials. {L NAME: — L -11- PERMIT#: ( �. j ___ -7 ( i" LOCATION: . -V L 1.1 .,p' l i c c,/ i_ INSPECT ON: — 2 TYPE OF STRUCTURE: (:7\J E ` ') Y _/:\r ' /A COMMENTS: Taming 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 'A(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 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:1Building&Codes Forms-OL01DuiIding&Codes\Inspection Fomns\Framing Firestopping Inspection Report.doc Revised January 7,2008 Framing / Firestopping Inspection Report l C' Office No. (518) 761-8256 Date Inspection request received: � Z_ Queensbury Building & Code Enforcement Arrive: am/pm De rt: /'/ i am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: t tt k (/ NAME: Lai-- PERMIT#: L 3 2---3 LOCATION: j- e c i�-�< - C , ' l (\)1 i INSPECT ON: "M/ TYPE OF STRUCTURE: 1--� C �� N wA COMMENTS: Framing Attic Access 22" x 30" minimum Jack Studs I 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 '/Y(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 Fire separation 1, 2, 3 hour Fire wall 2, 3, 4 hour Firestopping Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation House side 'A inch or 5/8 inch Type X Garage side 5/8 inch Type X Ceiling/wall _ Windows Habitable Space / Bedrooms 24 in. (H) 20 in. (W) 5.7 sf above/below grade / 5.0 sf grade L:1Building&Codes Forms-0LD\Building&CodesUn pedion Fomns\Framing Firestopping Inspection RepoR.doc Revised January 7,2008 Foundation Inspection Report I (NIA Office No.(518)761-8256 Date Inspection request received: 7 j 36 ]. Queensbury Building&Code Enforcement Arrive: am/pm Depart:/lL pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: / . a �ti G ") NAME: —e� T"vn� PERMIT#: —3 a3 LOCATION: 1 p der d • INSPECT ON: 7I 30/ i TYPE OF STRUCTURE: r 241 Comment 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 pur_pose on site. Foundation/Wallpour Reinforcement in Place Footing Dowels or Keyway in place Foundation Dampproofing Foundation Waterproofing FDrain ylight or Sump Footing Dramone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab Backfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\Building&Codes Forms\Building&Codes\Inspection Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM Foundation Inspection Report Office No.(518)761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: am/pm Depart:? NA am/pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials:61,AZ) NAME: P !- PERMIT#: 1 — 3a 3 LOCATION: iprep t 64_( (IQ ct r-v- INSPECT ON: -TYPE OF STRUCTURE: R e.s cJ d 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 °-410 _ 4F Foundation Dampproofmg Foundation Waterproofing i;) /� 'C �Q1� 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 No PVC/Cast/Copper Foundation Insulation Interior/Exterior R- c5%5T-5-kk Rough Grade 6 inch drop within 10 ft. L:\Building&Codes Forms\Building&Codes\Inspection Fors\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: 7/2 34 Z--- Queensbury Building&Code Enforcement Arrive: am/pni Departq am/pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials:&AI). NAME: L e l ivU / PERMIT#: 1 2- LOCATION: LOCATION: (p 65,e (Cr_ INSPECT ON: —7/2 L f I l Z- TYPE OF STRUCTURE: fnPck ) Comments N N/A 4400tings 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 inches above footing 6 mil poly for wet areas under slab Backfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\Bullding&Codes Forms\Buflding&Codes\1nspectfon Forms\Foundatlon Inspection Report.doc Last printed 12/20/2005 9:24:00 AM ----..t....__\ 7____,.._ to V \9 / v ilkit N cm in Willp \ J _-1 /00 • 00 N \ • x .50 =,5G - .50 `- power and cable s' JN 0 Q� . \ 1, F14 ONew addition will be 11.5 feet from 1 rear property line. The setback for O Q the rear propety line is 10 feet. /3k . T OIQ c Addit •n 24' O k -' A N ; 'sib ec-43� /D D ►Q. 00 S. -t_ Q Q- z 23'6"—1--11'6" c Sewer and City water ,y Q, n� — � ****Nli -------- I aVS c a EU U +- N Ike ' Ra? (� 'H1 r well l `, a.) n ? vi CO N "' 1.4. , • ' /Oa - 00 � 3v) 7K ti 4 30 56 ' 50 ry Wcu.) y - � a� V c r , • • C.) _ yr mi r) U 4 r �` v, . I ' • . .,, i • • ' . ; .., • ,• ,•• • . . • '''• ,,,.-• . Z's1;1 ;. • •.:•./...... '•••.::• .'i..1: ti%'.? '` • r:-.1 . '''''''-•-,s , •. •'.-,::..:•.:•'i!:':•' •'• 4,`.-..... . . . . ' • • • . •• I • • I I • k /0D• O' • - . /1, 30 56 = •-•e) '. frk) ,.., " .. . . . 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