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2007-375 TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518) 761-8201 Community Development- Building &Codes (518) 761-8256 CERTIFICATE OF COMPLIANCE Permit Number. P20070375 Date Issued: Thursday, July 31, 2008 This is to certify that work requested to be done as shown by Permit Number P20070375 has been completed. Tax Map Number. 523400-301-012-0001-041-000-0000 Location: 33 HELEN Dr Ownner. PATRICIA MC CAULEY Applicant: PATRICIA MC CAULEY This structure maybe occupied as a: Porch & Deck By Order of Town Board TOWN OF QUEENSBURY Issuance of this Certificate of Compliance 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: P20070375 Application Number. A20070375 Tax Map No: 523400-3 01-012-0001-041-000-0000 Permission is hereby granted to: PATRICIA MC CAULEY For property located at: 33 HELEN Dr 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: PATRICIA MC CAULEY 33 HELEN Dr Porch&Deck $2,200.00 QUEENSBURY,NY 12804-0000 Total vane $2,200.00 Contractor or Builders Name/Address Electrical Inspection Agency Plans &Specifications 2007-375 262 SQ FT NEW DECK&ADDITION OF A ROOF OVER EXISTING 238 SQ FT DECK TO CREATE A PORCH $40.00 PERMIT FEE PAID- THIS PERMIT EXPIRES: Thursday,July 10, 2008 (If a longerperiod is required,an application foran extension mustbe made to the code Enforcement Officer of die Town of Queensbury before the expiration date.) Dated at the Too�n of eens ry5 '�f t my 10, 2007 SIGNED BY for the Town of Queensbury. Director of Building&Code Enforcement �l I r r r r r r r r r r r r r r r I I r r I I I r r r r r r r r r r r r I r r r r r r r r r r r r r r-'r r r r r r r I r r r r rr ♦------ OFFICE USE ONLY r r •'` i TAX MAP NO. 3�/� 1.Z l y PERMIT NO. ► g , r r r r , FEE PAID I rV.11 BLDG.&CODES APPROVAL % f j r r rlrrrrr-rrrr rrr.rrrrrrrrrrrrrrrrrrrrrrrr.rrrrrrrrrrrrrrrrrrrrr Lrrr-i;rrrrrrrrrrrL.r ACCESSORY STRUCTURE BUILDING PERMIT APPLICATIOrjr rr Use this application for any structure other than the Principal Structure (house) to include, but not limited to: garage, shed, greenhouse, dock, deck, etc. Refer to Informational Brochure No. 3 entitled Accessory Structures-Sheds/Fences. A PERMIT MUST BE OBTAINED BEFORE WORK BEGINS. APPLICATION IS SUBJECT TO REVIEW BEFORE ISSUANCE OF A VALID PERMIT. NO INSPECTIONS WILL BE MADE UNTIL THE APPLICANT HAS e r�t� RECEIVED A VALID BUILDING PERMIT. ��` =J OWNER:—'Tt" < 1� i» i�li� / INSTALLER/BUILDER: ADDRESS: _, 4'i(ice' ADDRESS: ` PHONE NOS. A "7777 2 PHONE NOS. 1 LOCATION OF PROPERTY: SUBDIVISION NAME: LOCATION OF PROPOSED CONSTRUCTION AND/OR INSTALLATION: ke' & o-oS a tsSt_ ESTIMATED COST OF CONSTRUCTION: $-2�a2 ANY OTHER ACCESSORY STRUCTURES ON PROPERTY? IF YES,PLEASE LIST: CONTACT PERSON FOR BUILDING&CODES COMPLIANCE: PHONE: ».»»»»».»»»._».».».».»...»»__....»»».»»......».._..».....»......»..................3......»......».».»»».........»....»_» ..._..».»»»».....»»»._..»........».» ........»........»...»»».._»»_ »....»»........».......... »...»..»....._...........t 1°T FLOOR 2ND FLOOR TOTAL PROPOSED PROPOSED CONSTRUCTION HEIGHT SO.FT. SO.FT. SO.FT. FT.&IN. I POR CH RCH _. ... »......» »;»»_.»......»_.»»...»».» .. »».... »».....»»»».. »__.»»»»___.._.»......._......... I DECK t� ,Q t _.....»».»»................................».»................»....»...............................»»...�......».....................»»�-. . _.... �.......»_ _.._..........._.»..».»».. »».»..»........»..................� » �... .»....».»».... .. .... 3 SEASON,COVERED OR ENCLOSED PORCH* € 3 c�L _.»»»......»..»...._».»»...»i.__.......»»» »..»»»...».».»».. ....»».. »».....»_.»»»...............»..... BOATHOUSE ».» I. »»..........»» .._ BOATHOUSE WITH SUNDECK.._ ».»... » .._........... ..».»»......»»» ... _.....».» _....... »................... »»..........»»......».».....».»..». ..._ ...»»».».....»»»»»».»... »»» ....._»»»»..........».... ».»........».»»».»»......... DOCK »». ......................................... _..».._...»..... » ».. .......SHED.. .......... ».... »».............. .»................... ._......... _._............... ».............. POLE BARN i ---»...---------.w........_ DETACHED GARAGE(NO.OF CARS:_) I ...»...»»»...»» ».»..OTHER ACCESSORY STRUCTURE:»£ ..»...._».»»»....»».».....»..»».il. ...._._»..........»........... ........... ...»_..».......................� L.._._..»»......».»............... ..._»».»_... »»»._..._._._...........»....».»».»..._»» i......»_....._».»_ » »»». ..»_.»»_»» »....»....._»............3_.........»..W....»»...........................1 _».»_ »»...........................I "CONSIDERED FLOOR AREA&MUST COMPLY WITH FAR[FLOOR AREA RATIO] REQUIREMENTS IF THE STRUCTURE IS LOCATED IN THE WATERFRONT RESIDENTIAL ZONE. To the best of my knowledge, the statements contained in the application, together with the plans and specifications submitted, are a true and complete statement of all proposed work to be done on the described premises and that all provisions of the Building Codes, the Zoning Ordinance, and all other laws pertaining to the proposed work shall be complied with, whether specified or noted, and that such work is authorized by the owner. Further, it is understood that I/we shall submit prior to a Certificate of Occupancy or Certificate of Compliance being issued, as requested by the Zoning Administrator or Director of Building and Codes, an As-Built Survey by a licensed surveyor, drawn to scale, showing actual location of all new construction. COEUESTIONIS? CALL 761-6Z56 OR EMAIL0 gaeert�sburv.net I have read an gree tot ov . ME FOR MORE INFORMATIONauemsb ry.net Signed Dated COMMONWEALTH ELECTRICAL INSPECTION SERVICE,INC. Main Office 176 Doe Run Road-Manheim,PA 17545 M.VI�CIPAL C"TIFICATE - ELECTRICAL APPROVAL Permit No....j.,i ....... N2 1117Cut-in Card No..................................... Owner............/C........ Location... 11�ze. ................................................................................0-:...... .............. Installation Consisting of... .................................. ............ . .... .................................................................................................................................................................................... ..........................Installed By...... P—'1 Lic.No...................................................*7 The conditions following governed the issuance of this certificate,and any certificate previously issued is cancelled:- This certificate only covers the electrical equipment and installation conditions as of date. Upon the introduction of additional equipment or alterations,application shall be promptly made for inspection. Inspectors of this Company shall have the privilege of making/rrmpections at any time, and if its ate. rules are violated,the Company shall have the right to re bisrtifi.1 _6. Date....,. /g-0 k............. ....................... INSPECTOR.........)W. ..................................................................... Member N.F.P.A.,I.A.E.I. Rough Plumbing / Insulation Inspection Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building &Code Enforcement Arrive: am/pm Depart: k /pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: NAME: PERMIT #: 02� LOCATION: INSPECT ON: TYPE OF STRUCTURE: Y N NIA Rough Plumbing Nail Plates Plumbing Vent/ Vents in Place 1 1/2 inch minimum Drain Size Washing Machine Drain 2 inch minimum Cleanout eve 100 feet than a 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 i ead 50 P.S. or 15 minutes .00 nsuiation A Residential Check Commercial Check Pr er Ve Attic Vent Duct/ of Water Piping Insulation If required unheated spaces Combustion Air Supply for Furnace Duct work sealed properly / No duct tape COMMENTS: �� LAPam Whitinouilding&CodeAlrispection FormsVRough Plumbing Insulation Report.revised Nov 17 2003.doc Revised February is,2005 Framing / Firestopping Inspection Report -- Office No. (518) 761-8256 Date-fmpection request received: 1 Queensbury Building&Code Enforcement Arrive: am/p De art: C am/pm 742 Bay Road,Queensbury,NY 12804 Inspector's Initials: LIMX) NAME: 1' t�C ja J PERMIT#: LOCATION: - \✓S?__ INSPECT ON: Ct TYPE OF STRUCTURE: i�lY N N/A COMMENTS aming Attic Access 22"x 30"minimum c� 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 Headroom 6 ft. 8 in. Notches/Holes/Bearing Walls Metal Strapping for Notches Top Plate 1 1/z(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 j Fire separation 1,2, 3 hour Fire wail 2, 3,4 hour I Firestopping i Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation House side 1/z 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 a QueensburY 9 Buildin & Code Enforcement - Residential Final inspection Office-No. (518)761-8256 Arrive: am/ ,"rt: arn/Fm Date Inspection request received: Inspect is Initials: NAME: PERMIT#: LOCATION: DATE: TYPE OF STRUCTURE: (fir- Comments- Y Na NIA � D sr 4° Building Number Address -7t�visible from road � � ChimneHeight/"B'Vent/Direct Vent Location Fresh Air Intake 3 inch Plum!ft Vent through roof minimum 6 inches Roof Complete I E)derior Finish Complete Platform at all exterior doors Handrail 4 or more risers Guards at stairs,decks,patios more than 30 inctm above grade Guard at stairwell at 34 inches or more Guard at deck,porches 36 inches or more Handrail Temunation at Newell Post or Wall interior/E)derior Railings 34 inches to 38 inches Deck BrackV/Handicapped Ramp Compliant Grade from foundation 6 inches with 10 feet ,.-� 6 inch clearance to sill plate / Gas valve shut-off e /Mulator 18 inches above grade ( 0 v Interior /trim I doors/main entrance 36 inches {� J Bathroom/Kitchen watedkjht S /Window in stairwells safe f-e-- Interior Smoke Detectors/Cartoon Monoxide Detectors /` Every level: Every Bedroom: `Y e7 Outside every bedroom area: Inter Connected: backup: Attic access 30 indtes x 22 inches x 30 inches in accessible area Crawl Spaces 18 inch x 24 inch access 1 sq.ft:150 N.ft.vents Bathroom Fans,if no window Plumbing fbdures Foundation insulation Floor truss,draft st finished basement 1,000 sq.ft. Emergency below grade Gas Furnace shut-oft within 30 feet or within line of site Oil Furnace shut-off at entrance to furnace area FumaceMot Water Heater operaft Low water shut-off boiler Relief Va s installed/Heat Trap/Water Temp 110 Enclosed Stairs Sheetroc k Underside minimum GWsum Basement stairs dosed rise>4 inches Garage Floor Pitdied Garage fi fin /%hour fire door/door closer Duct work Sealed properly j Gas Logs in Sealed 04 G re Final Electrical Final Survey Plot P n Arc Fault Breaker in Bedrooms Flex Gas Pipe 09nding As Built Seppq System i Sewer Dept. Inspection Sticker Site Plan /Variance reqtAred Flood Plain Certification,if required Okay to issue C/C or C 10 Tem /Permanent LABuilding&Codes Formsi8uilding&Codes\lnspecdion F'ormslResidential Final Inspection Form revised_100405.doc;Revised January 7,2008 Framing / Firestopping Inspection Report Office No.(518)761-8256 Date hnspection request received: —7 1 gS�0-y Queensbury Building&Code Enforcement Arriv-.: am/pm Depart: fC am/pm 742 Bay Road,Queensbury,NY 12804 Inspector's Initials: NAME: S PERMIT#: (0/'S7� LOCATION: 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 Headroom 6 ft. 8 in. Notches/Holes/Bearing Walls f Metal Strapping for Notches Top Plate 1 '/z w) 16 gauge 8) 16D nails each side Draft stopping 1,000 sq. ft.floor trusses Iio ss on center Ice and water shield 2 inches from wall Fire gopareixrn�,2,3 hour Fire wall 2, 3,4 hour Firestopping Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation House side 1/z 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 Foundation Inspection Report Office No.(518)761-8256 Date Insp�cti request received: Queensbury Building&Code Enforcement Arrive: - * am/pmi Depart: am/pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials. �1 NAME: PERMIT#: 0 7 _ y7S-- . LOCATION: �. INSPECT ON: TYPE OF STRUCTURE: Comments Y N N/A Footings 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\Inspectm Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM f §RR314 STAIRWAYS §RR314.1 Width. Stairways shall not be less than 36 inches (914 mm) in clear width at all points above the permitted handrail height and below the required headroom height. Handrails shall not project more than 4.5 inches (114 mm) on either side of the stairway and the minimum clear width of the stairway at and below the handrail height, including treads and landings, shall not be less than 31.5 inches (787 mm) where a handrail is installed on one side and 27 inches (698 mm) where handrails are provided on both sides. Exception: The width of spiral stairways shall be in accordance with §RR3` 11 §RR314.2 Treads and risers. The maximum riser height shall be 8-1/4 inches NY (209 mm) and the minimum tread depth shall be 9 inches (229 mm) . The riser NY height shall be measured vertically between leading edges of the adjacent treads. The tread depth shall be measured horizontally between the vertical planes of the foremost projection of adjacent treads and at a right angle to the tread's leading edge. The walking surface of treads and landings of a stairway shall be sloped no steeper than one unit vertical in 48 units horizontal (2-percent slope) . The greatest riser height within any flight of stairs shall not exceed the smallest by more than 3/8 inch (9.5 mm) . The greatest tread depth within any flight of stairs shall not exceed the smallest by more than 3/8 inch (9.5 mm) . §RR314.2.1 Profile. The radius of curvature at the leading edge of the tread shall be no greater than 9/16 inch (14.3 mm) . A nosing not less than 3/4 inch (19.1 mm) but not more than 1-1/4 inches (32 mm) shall be provided on stairways with solid risers. The greatest nosing projection shall not exceed the smallest nosing projection by more than 3/8 inch (9.5 mm) between two stories, including the nosing at the level of floors and landings. Beveling of nosing shall not exceed 1/2 inch (12.7 mm) . Risers shall be vertical or sloped from the underside of the leading edge of the tread above at an angle not more than 30 degrees from the vertical. Open risers are permitted, provided that the opening between treads does not permit the passage of a 4-inch-diameter (102 mm) sphere. EXCEPTIONS: 1. A nosing is not required where the tread depth is a minimum of 11 inches (279 mm) . 2. The opening between adjacent. treads is not limited on stairs with a total rise of 30 inches (762 mm) or less. §RR314.3 Headroom. The minimum headroom in all parts of the stairway shall not be less than 6 feet, 8 inches (2032 mm) measured vertically from the sloped plane adjoining the tread nosing or from the floor surface of the landing or platform. §RR314.4 Winders. Winders are permitted, provided that the width of the tread at a point not more than 12 inches (305 mm) from the side where the treads are narrower is not less than 10 inches (254 mm) and the minimum width of any tread is not less than 6 inches (152 mm) . The continuous handrail required by SR'<31 .1 shall be located on the side where the tread is narrower. §RR314.5 Spiral stairs. Spiral stairways are permitted for interior use NY as a component of the means of egress from a habitable room, a basement or NY t an attic, provided the minimum tread width shall be 26 inches (660 mm) with NY each tread having a 7-1/2-inch (190 mm) minimum tread depth at 12 inches NY (305 mm) from the narrow edge. All treads shall be identical, and the rise shall be no more than 9-1/2 inches (241 mm) . A minimum headroom of 6 feet, 6 inches (1982 mm) shall be provided. A spiral stair is not permitted to NY be the only means of egress from a story of a building. NY §RR314.6 Circular stairways. Circular stairways shall have a tread depth at a point not more than 12 inches (305 mm) from the side where the treads are narrower of not less than 11 inches (279 mm) and the minimum depth of any tread shall not be less than 6 inches (152 mm) . Tread depth at any walking line, measured a consistent distance from a side of the stairway, shall be uniform as specified in §R- 314.2. §RR314.7 Illumination. All stairs shall be provided with illumination in accordance with §RR303.4. §RR314.8 Under stair protection. Enclosed accessible space under stairs shall have walls, under stair surface and any soffits protected on the enclosed side with 1/2-inch (12.7 mm) gypsum board. §RR314.9 Bulkhead enclosure stairways. Stairways serving bulkhead enclosures not part of the required building egress and providing access from the outside grade level to the basement shall be exempt from the requirements of rI?31?, § R.314 and 5R<315 when the maximum height from the basement finished floor level to grade adjacent to the stairway is covered by a bulkhead enclosure with hinged doors. <- 1ri .j E w } s�x ,a ' u E e � , \ . . ����/^ � } �� \ " . / � �- � �\ \ \\ � . \ \ \ \ � ,� \ \ ` �© \ \ } \ \ © ' : : } � \ � , , r ! , . *�, / \ - \\ � \ � . ! \ � \ � a- ,.. > �� �� � ` . \ \ � \ \ \ \ } � i � \ \} \ � , . � \ � t .���.. �.�. . .������ � ��. q 3 = t e 1 � ry r k K : io- i