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2005-216 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: P20050216 Date Issued: Friday, June 03, 2005 This is to certify that work requested to be done as shown by Permit Number P20050216 has been completed. Tax Map Number: 523400-315-006-0001-028-000-0000 Location: 16 FOUNDERS Way Owner: MICHAEL BEDROSIAN Applicant: MICHAEL BEDROSIAN This structure may be occupied as a: 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: P20050216 Application Number: A20050216 Tax Map No: 523400-315-006-0001-028-000-0000 Permission is hereby granted to: MICHAEL BEDROSIAN For property located at: 16 FOUNDERS Way in the Town of Queensbury,to construct or place at the above location ui 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: MICHAEL BEDROSIAN Deck $6,250.00 16 FOUNDERS Way Total Value $6,250.00 QUEENSBURY, NY 12804-0000 Contractor or Builder's Name / Address Electrical Inspection Agency Plans&Specifications 2005-216 256 SQ FT DECK $40.00 PERMIT FEE PAID-THIS PERMIT EXPIRES: Wednesday, May 03, 2006 (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 T wn of een ry;' u ay 03, 2005 SIGNED BY /V for the Town of Queensbury. Director of Building&Code Enforcement ` Permit No. na iuilding&Codes Office-Department of Community Development-Town of Queensbury Fee Paid �- 742 Bay Road,Queensbury,NY 12804 )ave Hatin,Director codes@aueensbury.net 'hone: (518) 761-8256 FAX: (518) 745-4437 Accessory Structure Building Permit Application Application & Plans subject to review before issuance of a valid permit for construction. Any structure other than the principal structure (i.e., house), typically a garage, shed, greenhouse, dock, deck, etc. (not necessarily limited to the list below). Refer to attached Informational Brochure No.3 Instructions: A permit must be obtained before beginning construction. No inspections will be made until the applicant has received a valid building permit. All applicants' spaces on this application must be completed and must appear on the application form. -AppacaPA/Builder { o , r �, `� Owner: 1+ �0_AA Address: Address: FS2 1- L5 Vet ,. AJ y 1 y Home Phone: Home Phone: q k1- Email Address: Email Address: rn Fie ,o (9.r;s Cell Phone: 3 0-► - o 3 C\ Cell Phone: 11 12 �- FAX Phone: FAX Phone: `7 °i io vo oak x -7 3 Li I q 1 Person responsible for supervision of work with respect to building and codes compliance: Name: cow Address: Phone Location of proposed construction: Lot No. Imo_ Legal Address: 1(o --s iw Tax Map Number: Subdivision Name: � '� Chas Estimated Cost of Construction: $ 2-� © Does an accessory structure currently exist on the property? _Yes / +l No RECEIVED I�'r� 1 8 2005 If YES, list all existing accessory structures: BURY Proposed Construction 1 d floor 2nd floor tiNG � Height sq.ft. sq.ft. ft.&in. Open Porch Covered or Enclosed Porch (considered floor area&must comply to FAR [Floor Area Ratio] requirements if the structure is located in the Waterfront Residential zone. 3-season Porch is considered an enclosed porch. Deck I t_`c I k.' 215 b Boathouse Boathouse with sundeck DOCK Shed Pole Barn Detached Garage 1, 2, 3 car Other Accessory Structure: Applications are subject to Zoning Administrator, Code Compliance, and Structural Plan revie1 v. The Building and Codes Office will allow commencement of your proposed project only after; issuance of your permit. Declaration: Please sign below after you have carefully read the statement: 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 con ruction. Date: `[ wo's- Applicant/Builder Signature: The application of dated is hereby approved and permission granted for the construction, reconstruction or alteration of a building/and or accessory structure as set forth above. ,-- /4 Date: b Authorized Signature:( , L:\Sue Hemingway\Building.Permit.FORMS\Accessory Structure Permit Application.doc V:12/28/04 Queensbury Building & Code Enforcement - Residential Final Inspection Office No.(S l8)761-8256 Arrive: am/pm epart � am/pm Date Inspection request received: Inspector's Initials: NAME: S!- PERMIT#: os--21 (A LOCATION: )Lo t�z� W _ DATE: TYPE OF STRUCTURE: ]�.ar C _ Comments Y N N/A Chimney Ht./"B"Vent/Direct Vent Location Fresh Air Intake 3 inch Plumb Vent through roof minimum 6" Roof Complete/Exterior Finish Co m lete Guard 30 in.or more @ stairs decks patios Guard at stairwell at 34 in.or more Guard at deck,porches 36 in. or more Exterior Finish Complete Interior/Exterior Railings 34 in.to 38 in. Platform at all exterior doors Interior Handrails stairs 2 or more risers Enclosed Stairs Sheetrock Underside minimum ''/z" Gypsum Grade away from foundation 6 in.with 10 ft. Handrail Termination at Newell Post or Wall 6 inch clearance to sill plate Gas Valve shut-off exposed/regulator 18"above grade Gas Furnace shut-off within 30 ft.or within line of site Oil Furnace shut-off at entrance to furnace area Furnace/Hot Water Heater operating Low water shut-off boiler Relief Valves installed/Heat Trap/Water Temp 110 Interior privacy/trim/doors/main entrance 36 in. Bathroom/Kitchen watertight Safety glazing/Window in stairwells safety glazing_ Interior Smoke Detectors: Every level: / Every Bedroom: " Outside every bedroom area: Inter Connected: / Battery backup: Carbon Monoxide Detector Bathroom Fans, if no window _ Plumbing fixtures Foundation insulation Floor truss,draft stop2ina finished basement 1,000 sf Emergency egress below grade Basement stairs closed rise>4 inches Garage Floor Pitched _ Garage fire roofin /3/<hour fire door/door closer Duct work Sealed ro erl Gas Logs in Sealed or Glass Enclosure Attic access 30 in.x 22 in.x 30 in.(ht.)In accessible area Crawl Spaces 18"x 24"access, 1 s . ft.-150 s . ft.vents Building No./Address visible from road Final Electrical Site Plan /Variance required Final Survey Plot Plan As Built Septic System/Sewer Dept. Inspection Sticker Flood Plain Certification, if required Oka to issue C/C or C/O Temporary/Permanent L:\PamW\Building&CodesUnspection Forms\Res, Final Inso. form 2.docLast printed 2112104 Framing / Firestopping Inspection Report Office No. (518) 761-8256 Date Inspection request re ed: Queensbury Building& Code Enforcement Arrive: _ am/ D part: m/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: NAME: =D/205144) PERMIT#: 0 (6) LOCATION: INSPECT ON: S TYPE OF STRUCTURE: Y N w/A COMMENTS Framing Jack Studs/Headers �_ V BJ2cing/Bridg /Joist hangers k51t I ss�'� 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 %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 snow 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 '/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 LASucHcmingway\Building.Codes.Inspection.FORM STraming Firestopping Inspection Report.doc January 28,2003 Framing / Firestopping Inspection Report l� Office No. (518) 761-8256 Date Inspection request received: Queensbury Building& Code Enforcement Arrive: a epa � am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initial NAME: ��;��_� � _ PERMIT#: LOCATION: INSPECT ON: TYPE OF STRUCTURE: Y N N/A COMMENTS Framing Jack Studs/Headers Bracing/Bridging o Joist hangers �o N� /V pr1� S Jack Posts/Main Beams Exterior sheeting nailed properly 12"O.C. Headroom 6 ft. 8 in. �P� A)&& Stairwells 36 in. or more Headroom 6 ft. 8 in. Notches/Holes/Bearing Walls U Metal Strapping for Notches Top Plate u iJ� 12- A),4\LS _ 10"'I 1 '/2 (w) 16 gauge(8) 16D nails each side Draft stopping 1,000 sq. ft. floor trusses CpU,, 1) O 1 A Q, le, Anchor Bolts 6 ft. or less on center I.. Ice and snow shield 24 inches from wall Fire separation 1, 2, 3 hour ��� L tt � Fire wall 2, 3, 4 hour Firestopping Penetration sealed 16 inch insulation in cavity min. C/{L L � J�C C ��•{�� 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:\SueHemingway\Building.Codes.Inspection.FORMS\Framing Firestopping Inspection Report.doc January 28,2003 0-WO-16- Foundation Inspection Report e- -�24 Office No. (518) 761-8256 Date Inspection requ9st received: Queensbury Building &Code Enforcement Arrive: am/ epart: a pm 742 Bay Rd., Queensbury, NY 12804 Inspector's Initials: NAME: �A�c 2—, PERMIT#: v2 LOCATION: f to L-0 INSPECT ON: _ S-1 j o TYPE OF STRUCTURE: .hE Cj< Comments . — - Y N/A gs 1 Piers nolithic 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 — Foundation Dampproofing Foundation/Waterproofing Type of Dampproofing/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:\SueHemingway\Building.Codes.Inspection.FORMS\f oundation Inspection Report.doc January 28,2003 s_ K , 41 V r GENERAL NOTES 0_PERMIT APPLICATION 4/17/05 REFER TO BEDFORD CLOSE SUBDIVISION PLANS PREPARED BY COULTER & McCORMACK, LICENSED LAND ---- ` SURVEYORS, DATED MARCH 29, 1989 FOR SEWAGE DISPOSAL SYSTEM REQUIREMENTS, DESIGN PARAMETERS, REVISIONS - - SOIL TEST RESULTS AND SEPTIC TANK & DIST. BOX INFORMATION. CALLED NORTH __ _ s�MopNTA LEGEND � _ WE . - PROPERTY LINE cl _ - F Ri^N COUNT i TREE LINE (AFTER CONSTRUCTION) _ _ - . (INDIVIDUAL TREES SHOWN ON PLAN -- - O T UCT40N PER WAR - . _ J ARE EXISTING TO REMAIN) � _ CONS(R - _ RE- _ F P05S4BLE ------400'------- EXISTING CONTOUR LINE �07d31'20„w NEW CONTOUR LINE ,; 160.00 .it ' --W-- — — WATER LINE (ROUTE 5'-0" BELOW GRADE TYP.) -- -- UNDERGROUND ELECTRICAL SERVICE 1 i SEWER >r _ EWE LINE s i /tp \ j 1 1 A; ` i 1 1 >< \ `\ 1 p� \ 1 1 IR PROPOSED DECK NN- Iro z :- .'c,t 'a4k'a`x•,x a. '+ a . ,^>-;>;_ kr , y 1 1 ' pp, `\ S8'_� PROPOSED LOCATION 1 1 1 \ 5 TANK 104, OFINALO LOCATION STO BE �CACWN— ` 16 _ 6„ w DETERMINED IN THE FIELDBY 1 \ \ ,� �w,- ` - LAWNS` `� — _ = / PROPANE S R) ; r cJ `\ `• Rop, O; `.\ 4 GA SUPPLIER)OP PIE 1 1 \ ,O 03 , — ' ' �\ \ .-' �� / �� 2'-4' �6=- -_ 55 '� ` \\ T FL. v`�i EXIST STRUCTURE (APPROX. LOc .) 403'-6„ (T/F 4 x ELECT. METER UNDEVELOPED - \ ` \ ` - "w_1 1 2.5' LT."t a..i tom' wcez. - 6�' 40Y-4 \ r *0 OAK - f \ \ \ \ \ 1 1'f OAK 3*0 OAK \` - 2'0 OAK ~ \ \\\ \ \\\ \\ \`\\ 20'0 POE 3"0 OA ' 1 52 r \ '\ 50 FT SF'LACK ` 1 �' 1-1/2-0 OAK „ ° - \ _ YELLOW COLONIAL LAWN 59 . r , • iP \\ \ \\\\ `.\I �\ ,-.OAK POST 1E'0 OAK LAWN ' `\ '^ --------- 05. 04 - \\ \� \ LIGHT 16'—D:' -- ----'— - ------ ^ \ — — APP X. CA OF RAI`T `\ 10, _ / -- RO LO TION T SF(3RMER \ < V 1 \\ `,. N\` `\ I EXIST. CATCH BASIN (TYP.) PF I� \ . \ ` \rJ�� \\,---------- ' - ----- ------- 10 FT UTILITY EASEMENT 2 - LINE _ \ POWER CABLE LOCATED 1 FT INSIDE PROPERTY L E � f _- Oq_�t ��VT _ - `` ,yV�H TELEPHONE CABLE WITHIN SAME TRENCH 156 _ _-__---- -- _ \\\` i / - _`` - _ �_ _ PROX. LOCATION Copy UNDEVELOPED - , �~-- _ _ FOUNDERS WAY �— OF NIN y` 20 FT DRAINAGE EASEMENT APPROXIMATE ROUTING OF 6" D.I. WATER LINE r NA HYDRANT APPROX. LOC. 5S K __------- ---- -- ----- ------------- UNDEVELOPED - - 15 7 RECEIVED UNDEVELOPED 8 2005 Tomy OF QUEEN BUI�W AMD COWRY SITE PLAN k .. BUILDING CODES DEFT. O ; fF€ . - REVIEWED BY CAD FILE NAME DATE SCALE 1"=40'-0„ DRAWN BY ki DRAWING TITLE S1 TE PLAN � ' DRAWING No. y Y GENERAL NOTES INSTALLATIONS ARE TO BE AS SPECIFIED, AND IN ACCORDANCE WITH s MANUFACTURER'S RECOMMENDATIONS. TRADE ASSOCIATION PUBLISHED PERMIT APPLICATION 04/17/05 RECOMMENDATIONS, AND GENERALLY ACCEPTED LOCAL CONSTRUCTION �, 2 INDUSTRY PRACTICES. REVISIONS �-- INDICATES JOIST SIZE & SPACING. INDICATES BEAM SIZE. FRAMING LUMBER SIZES ARE BASED ON WWPA GRADE SPF No. 2 EXCEPT AS 5 NOTED. EXTERIOR LUMBER OR LUMBER IN CONTACT WITH CONCRETE OR MASONRY TO BE PRESSURE TREATED. ; BEARING LENGTHS & FRAMING CONNECTORS TO BE SIZED TO DEVELOP FULL STRENGTH OF MEMBERS. RAIL: -REQUIRED FOR PLATFORM HEIGHT GREATER THAN 18" A.F.G. -RAIL HEIGHT TO BE 36" TO 42" ABOVE DECK SURFACE. -RAIL MATERIAL TO BE WHITE VINYL, COLONIAL DESIGN. -MAXIMUM BALUSTER SPACING - 4". -MAXIMUM GAP BETWEEN BOTTOM RAIL AND DECK SURFACE - 4", DECK: DECKING MATERIAL TO BE TREX ACCENT, WINCHESTER GREY, GRAIN UP. -DECKING TO BE INSTALLED PER MANUFACTURER'S RECOMMENDATIONS. -FASTEN WITH 2-1/4" STAINLESS STEEL TRIM-HEAD SCREWS OR AS SPECIFIED BY MANUFACTURER. r 16$-0" � x DETAIL "A" - - - - x 23 A.F.G. �� �`_`�.m�s� i Rasa i?e 00 5 �s N I I EL = 18 A.F.G. to _j II FUTURE PATIO- Q o 35, BEAM/PIER CONNECTION a 00 DETAIL "B" DESIGN BY CONTRACTOR19 z :77 K_ - - D - t M Al- Li 8" MIN. 3" i Fi DETAIL A - TYP. SECTION w Lf ,.. - - - — - - - - - - - - - - - , - - - - - - - - - - - - - - - - - - - - — LAG BOLTS I GROUND FLOOR PI__Arl 1 } 4 i V / /� CAD FILE NAME DETAIL B„ _ LEDGER RECEIVED SCALE AS NOTED APR 18 2005 ----� DRAWN BY TOWN OF QUEENSBURY 1 BUILDING AND CODE DRAWING TITLE � 'EXTERIOR DECK! PLAN tl IP DRAWING No. ;,