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2013-314 �' j � 02 (518 761-8201 O �" Ny 12804-5`� �61-8256 ueensb"rY' �Codes (518) 74'2 BaY Road,Q .,��lding (^ Y Develop ent \...I Conn,unitY O �� ,1-� �(''"�'� ber Ole c � o yemL Date Ws Xie d. Friday p2p13p31� er p2�13a31� er�t.�Umbex: own hyper,-oit�unb '� s sh k requested to be done a sist0 certify that wor poTE Blvd habeen eo pleted• 192 JJA-T I� _Qa02'dg�-Oa�_Q040 523`�dd'315+4"' .Y pgATT Y'O%N� P �uxnber• AJ 'Ta a STRIW & �o�Board Y .�pRATT By C?rdeOF QU��NSBUR (J�eV ST�pKE & � T° Appiicant� be oecnpied as a: ct e rnaY ~ en Ibis Stru ur �� &code $nfo eine a e A ached the propex�5' ��din Cxax g pEs��T re or Director of B D n VariauCe r pccupaTKY bpl the planning Board of with site Certificate .for coxnPliance rovals Y Yssuauce t this ibility of app sP ons a result owner°f the red conditions as other issues e$ord of Appeals• or Z,oui g TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 Community Development-Building&Codes (518) 761-8256 BUILDING PERMIT Permit Number: P20130314 Application Number: A20130314 Tax Map No: 523400-315-007-0002-080-000-0000 Permission is hereby granted to: STEPHEN &AMY PRATT For property located at: 192 HUDSON POINTE Blvd 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: STEPHEN &AMY PRATT Garage Attached $27,985.00 192 HUDSON POINTE Blvd Total value QUEENSBURY,NY 12804-0000 $27,985.00 Contractor or Builder's Name/Address Electrical Inspection Agency HILLTOP CONSTRUCTION 51 CROWLEY Rd HUDSON FALLS.NY 12839-0000 Plans&Specifications 2013-314 Garage addition- adding 3rd bay to existing 2 bay garage $50.00 PERMIT FEE PAID-THIS PERMIT EXPIRES: Tuesday,July 29,2014 (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 To -of ueensb ! ; n y,July 29,2013 SIGNED BY for the Town of Queensbury. Director of Building&Code Enforcement Office Use Only Town of Queensbury Building & Codes Received: PRINCIPAL STRUCTURE APPLICATION Tax Map ID: A permit must be obtained before beginning construction Permit No.: uv ,; ;Permit Fee;j $ Please read: *TB resolution 86-2013(1-28-2013): $850 recreation fee for new dwelling *Rec Fee: $ units, including single-family dwellings,duplexes or two-family dwellings,multiple family Site Plan No.: dwellings, apartments, condominiums, townhouses, and/or manufactured and modular Subdivision No.: homes,but not including mobile homes. This is in addition to the permit fee. Date Applicant �� a Can 5 I Yu c7 r d Tax Map ID Address 2ot'01'e oO d Zoning 1, d s on a( S 'N 1a 83 Phone/E-mail 5107clg--0338 L,, ii al 7)a75e 190L�Co°' ' Property Owner n+e ve ( ra-q Contractor/Agent 56Lrne— Address IQ ud6o'1 p c nt Psl vd• Address l,C2ep?6 6 U g•6) Phone/E-mail ( 1 is) F)e --7059Pr-&Ws i 9 (r, ma e,C,"Phone/E-mail Contact Person for Building&Code Compliance: )om qI br-ec4 Yfz- Day Phone:d29- ?70y Building Street Address: a 4ttd5o, P1 n4 bl v-d Subdivision Name: Bas 0 V6 i IN f- Lot#: Historic Site: Yes No Estimated cost of construction: $c�7, q g5 Type of Construction: Check all that apply Please indicate measurements as required below: c = o � 1st Floor 2nd Floor Other Total Height z a a Single Family Two-Family Multi-Family(#of units_) Townhouse Business Office Retail-Mercantile Factory-Industrial Attached Garages(# ) JA /'Yaoj Other /Isf h0i n G 3 r-d (day 4o eal Town of Queensbury Building&Codes Principal Structure Packet 518-761-8256 If commercial or industrial indicate name of business Proposed use of building or addition ' d d n G 3 rd &y —4O u 11 e,( Source of heat(circle one) Gas Oil Propane Solar Other DJ ON£' Fireplace-complete a separate application for"Fuel Burning Appliances&Chimneys" _Yes >/No Non {� Are there structures not shown on plot plan? 0 Are their easements on the property? v Site Information a. Dimensions or acreage of lot 1q, Id, X I / q .&3 b. Is this a comer lot? �J D c. Will the grade be changed as a result of construction: _Yes X No d. Public water or Private well e. Sewer or Private Septic System Value of all work to be performed(labor and materials) $ Declaration: I acknowledge no construction activities shall be commenced prior to issuance of a valid permit and will be completed within a 12 month period. If work is not complete by the 1 year expiration date the permit may be renewed, subject to fees and department approval. 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. / L Print Name: �( i J, Alba GYL7 Signature: Cif��U' Date: FOR OFFICE USE ONLY: Operating Permit Issued: _Yes _No Occupancy Type: Construction Classification: Assembly Occupancy Limit: Special Conditions: Town of Queensbury Building&Codes Principal Structure Packet 518-761-8256 Queensbury Building & Code Enforcement - Residential Final Inspect o q��, Office No. (518)761-8256 Arrive: am/pm Depart-.,a,: am/pm Date Inspection request received: _�� i7,la"i.3 Inspector's Initials: (41 NAME: �L ?- re, 1 I PERMIT 13 '3/�,� LOCATION: DATE: 3 TYPE OF STRUCTURE: Comments- Yes No NIA 4" Building Number Address visible from road °�— Chimney Height/"B"Vent/Direct Vent LocationC CC l Fresh Air Intake 3 inch Plumbing Vent through roof minimum 18 inches Roof Complete/Exterior Finish Complete 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 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/Window in stairwells safety glazing Interior Smoke Detectors/Carbon Monoxide Detectors Every level: Every Bedroom: Outside every bedroom area: Inter Connected: Battery backup: Attic access 30 inches x 22 inches x 30 inches(height)in accessible area Crawl Spaces 18 inch x 24 inch access, 1 sq.ft:150 sq.ft.vents Bathroom Fans if no window Plumbing fixtures Foundation insulation to floor/Sticker on Panel Duct work sealed properly/Blower Door Test Certification Floor truss,draft stopping finished basement 1,000 sq.ft. Emergency egress below Arade Gas Furnace shut-off within 30 feet or within line of site Oil Furnace shut-off at entrance to fumace area Furnace/Hot Water Heater operating •—� Low water shut-off boiler Relief Valves installed/Heat Trap/Water Temp 110 Enclosed Stairs Sheetrock Underside minimum Y2"Gypsum Basement stairs dosed rise>4 inches Garage Floor Pitched Garage fireproofing/%hour fire door/door closer Gas ealed or Glass Enclosure in 1 Electrics Ener Savin Light Bulbs 50% ;aP3VfVe—y Piot 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/O Temporary/Permanent LABuilding&Codes Forms\Building&Codes\Inspection FormslResidential Final Inspection Form_revised_100405.doc;Revised January 7,2008; Revised 6/26/08;Revised 12/22/10,Revised 04/13/11 �5p�,�t�v4♦h�°y RQ�`tAy �CTR�C ........... covo� aosiv C �6$5 G ......................... ........••.. �u..N `a►. •e....... �uaty is�u i\ oa�tiori•••...• i,5isitn$o LiG T1o...• tftcate Ptevt a the .. lostaV'�tlon �,••?'y................ "�,�,..,.... .. .....•`cM1:ftaUte,an�„t Y ,tjaria a� °for insP�atto.f its . a• ,.G+a A S• ywat�ec t`1 thi> sta�latian 00 Mad n ttrre• pry r� the i_ ttadrs y at Y t dim•.,/•�.d•� �rttb b°�eMe u1 c4Uipn en,`4ation sits" irr5�� ' Yn4taUe �U^d�t:n+�4 tU�la cty ttrc e1eGgtte�nttats`av�e$et<iitaate• .. �hc }` cnv u�tat tha 4 te�oka ..!�...,�`'. 95:Z1 aiOW- ei\Gd'•" tCtcat¢ �t ��egttt�fi X11 linve ti,ht to eC�� C�n� fh15 CcR t8aititrtt' yAt�1 sh haV°the b M 1+•, 6 • auction a�`n.f t:t:; f;atni�^Y yhai\ �....•• e1»b intro e�tars (;.amPpR..�.... ` 1ns4vialerca,tt�c 1t�Sp�'�� tulas aYe ..�.C� '• �.j.. ............ 5 No�g `�6L 2 tt date. d tie ��dd %!� > Rough Plumbing / Insulation Inspection Re a 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: TYPE OF STRUCTURE: � t Y N NIA Rough Plumbing/Nail Plates Plumbing Vent I Vents in Place 1 %inch minimum Drain Size Washing Machine Drain 2 inch minimum Cleanout every 100 feet/change of direction Pressure Test Drain/Vent Air/Head 5 P.S.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: Rough Plumbing Insulation Report.revised Nov 17 2003, revised February 15,2005, revised January 7,2008 Framing / Firestopping Inspection Report Office No. (518) 761-8256 Date In pect�uest received: Queensbury Building & Code Enforcement Arrive: « am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: NAME: rn0.`t PERMIT#: 13 — LOCATION: 3 —LOCATION: ( �7� N'i� L Rr RM2ti_�J§j q#PECT ON: TYPE OF STRUCTURE: Qt Y N N/A COMMENTS: Framing Attic Access 22" x 20" minimum C"� Jack Studs/Headers Truss Specification Provided 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'/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 ans 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 1/2 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 Design Professional Sign-off, If required Framing Firestopping Inspection—Revised-02 0513 _ ` i ; Framing / Firestopping Inspection Report Office No. (518) 761-8256 Date Insa tist received: Queensbury Building & Code Enforcement Arrive: f10jrMM/01U_' 742 Bay Road, Queensbury, NY 12804 Inspect 's Initials: NAME: k!�«t e PERMIT#: 13-311 LOCATION: 1!j'o1 4+t.2CAcSo3L.Pe)jA04IVALINSPECTON: — TYPE OF STRUCTURE: CSC N N/A COMMENTS: Framing Attic Access 22" x 20" minimum Jack Studs/Headers Truss Specification Provided 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'/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 ans 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 1/2 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 Design Professional Sign-off, If required Framing Firestopping Inspection—Revised-02 0513 Foundation Inspection Report Office No.(5 18)761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: am/pm Depart: T. am/pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: 4 NAME: I PERMIT#: V3 _ LOCATION: 2. INSPECT ON: td TYPE OF STRUCTURE: 61. Commemb Y N NA 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 inches above footing 6 mil poly for wet areas under slab Backfill Approval Under Slab VC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\Building&Codes Forms\Building&Codes\lnspection Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM Foundation Inspection Report Z Office No.(518)761-8256 Date Inspection request received: 3 Queensbury Building&Code Enforcement Arrive: am/pm Depart:�pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: NAME: CA ( .1 PERMIT#: LOCATION: 6 INSPECT ON: TYPE OF STRUCTURE: Co�u Y N NA Footings Piers Monolithic Slab Reinforcement in Place The contractor is responsible for providing protection ftom freezing for 48 hours following the placement of the concrete. Materials for this se on site. oundation/Wallpour Reinforcement in Place �� .z.A 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 Farms\Foundatlon Inspection Report.doc Last printed 12/20/2005 9:24:00 AM Foundation Inspection Report Office No.(5 18)761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: am/pm Depart: , am/pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: k�q NAME: -- -r e-4 -f-� PERMIT#: LOCATION: Ic�,4 .-f LLCI.s Z) INSPECT ON: TYPE OF STRUCTURE: columeng Y X N NA 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 4 - Foundation Dampproofmg Foundation Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil po!y 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\Bullding&Codes\Inspection Fonns\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM