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RC-000134-2015 o � N U M L2o C CZ) Q W N O a U C � z H � C) w 0 0 ai o ~ 'E v m•� � r� c, w c� 3cu 2 `� O 00 `..Jca 0 t/J kn •-� G. U O oCD O C7 cr N 'a y V O o o b ca ci o H U 0 +' V 9J a @ O L Cd ® TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5904 (518)761-8201 Community Development - Building & Codes (518) 761-8256 BUILDING PERMIT Permit Number: RC-000134-2015 a(' 2Qkg- ti--" Tax Map No: 296.19-1-11 REVISED Permission is hereby granted to: Gary Sampson For property located at: 30 COUNTRY CLUB 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 fled and approved and in compliance with the NYS Uniform Building Codes and the Queensbury Zoning Ordinance Type of Construction Owner Name: Gary Sampson Attached Garage-New $8,000.00 Owner Address: 30 CountryClub RD Total Value $8,000.00 Queensbury,NY 12804 Contractor or Builder's Name/Address Electrical Inspection Agency Plans& Specifications Garage 458 s.f PERMIT FEE PAID -THIS PERMIT EXPIRES: Friday, August 5, 2016 (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 5,2014 SIGNED BY: for the Town of Queensbury. Director of Building&.Code Enforcement aGf Town of Queensbury Building & Codes office use only ACCESSORY STRUCTURE APPLICATION Received: A permit must be obtained before beginning construction Tax Map ID: Permit No.: 13 I20 4- For any structure other than residential principal structure (house)to include, but Permit Fee: not limited to: garage, shed, dock deck, carport, pole barn, greenhouse, etc. Site Plan No.: Refer to Informational Brochure No.3 Accessory Structures-Sheds/Fences Q� Date /3 '70't1r z'/# Applicant Tax Map ID Address Zoning , PI Z2 9- Phone �} ) Owner 6.41E ,U ContractorlAgent Address Address Phone ���1 � C�� / � Phone �147A/z Oc-ory.cu.SjdSbr � rn2i�p Germ Contact Person for Building&Code Compliance: d Day Phone: 6- Building StreetAddress: Subdivision Name: Lot#: Historic Site: _Yes /No Estimated cost of construction: $ 000 Are there any other accessory structures on property? If yes,please list: Type of Construction: Check all that apply Please Indicate measurements as required below i11 Floor sq.ft. 21d Floor sq.ft. Total sq.ft. Height Boathouse Boathouse with Sundeck Deck Detached Garage(#of cars ) Dock Pole Barn Porch-Open *Porch-3 season,Covered, Enclosed Shed Other Accessory Structure(s) **Considered floor area&must comply with FAR(Floor area ratio) requirements if located in the Waterfront Residential zone. Town of Queensbury Building&Codes Accessory Structure Packet 516-761-8256 Please include two(2)sets of the following documentation with the application fee: 1. Accessory Structure Application 2. Plot plan drawn to scale with the use of a survey map, if possible[40 scale-1 inch=40 feet] a) Indicate proposed structure,showing setback dimensions from all surveyed property lines b) Show location of all existing structures on the property c) Show location of water supply(well or water lines) d) Show location and configuration of septic disposal system or sewer line 3. Structural Drawings to include: Floor Plan;Foundation Plan;Cross Sections; Elevations 4. Registered Architect or Engineer's Stamp(signed &sealed) under the following circumstances: Residential addition or alterations with construction costs over$20,000;Any commercial construction Other Notes: 1. Changes to Plan -Any changes prior to or during construction will require submittal of amended plans [review and re-approval are necessary]. 2. Withdrawn Permits -20% of the initial fee is retainable by the Town of Queensbury. No fee is refundable after 1 year from initial application date. 3. Additional Review-All Applications are subject to Zoning Administrator,Code Compliance,and Structural plan review CHANGES TO RESIDENTIAL BUILDING CODE EFFECTIVE 1.1-2011 (INFORMATIONAL) Residential Building Code • New driveway requirements for structures located over 300 feet from main road; • Spray foams are allowed to be exposed in rim joist box area only,must be covered by 15 minute thermal barrier all other areas; • Protection against decay requirements; • Landings are no longer required on the outside of secondary doorways less than three risers provided no doors swing over steps; • Vent stacks must be 18 inches minimum above roof for all structures New Electrical Requirements • Arc fault breakers required in all habitable spaces for receptacles; • GFI protection for all other receptacles in kitchens,bathrooms,garages,and unfinished basements; • All receptacles must be tamper resistant; • Carbon Monoxide detectors must be located within 15 feet of sleeping area; • All corrugated stainless steel piping must be bonded to the common ground for electrical service New Energy Code Requirements • Blower door tests required by credential contractor or structure inspected by air barrier supplier and certified compliant; • Programmable thermostats required; • Lighting must be 50%energy saving light bulbs; ; • Separations between dwelling units must have minimum of R-10 in common wall of each dwelling unit; • Res Check inspector's checklist must be available at time of insulation inspection Declaration: 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 Itwe 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 Print Name: 6,41-0,4- an/ ge�ron&A\ _ Sow*', son Signature: a`"< �'�•''1' Date: ja13�` ur�2_ 0201 Town of Queensbury Building&Codes Accessory Structure Packet 518-761-8256 f PERMIT PLOT PLANR ' t 1. Y 7^�� HAVE PERS.^, "LY P" nE^7'-DISTANCE FROM THE PROPERTY LINES TO THE - PROSED STR TURES)OR SIGN(S) �• 4 / t 1►�p S � ,. � .TOWN 0SBURY , , SUILDIh. f TMf AIT ' 5P 210' a5$,rY 611 our I4 Ur tfifltl ' e, =r icn;_compliance xcecs 'indica#irtj mei�is t , ion be'con,true as �. 4R& ifieations-sire in full compliance i1�ildfrig Codes of a.` New York State. I r [1 Proposed VV Shed 1 • $yl• 1601 i 260' Y s fv u rye 5cj' 3 ti _ Tj i r i t - L ,[ �'vr •mss../ -/ - i i � ~ *m 0. ^C �~ Gary and Petronelle Sampson Plot Plan 30 Country Club Road 1 Front Elevation Rear Elevation Gary and Petronelle Sampson Scale: 1/4"= 1'-0" 30 Country Club Road Revision: 2.0 12 7 Left Elevation 11 F- Riqht Elevation Gary and Petronelle Sampson Scale: 1/4"= 1'-0" 30 Country Club Road Revision:2.0 23'-6" 4'W x 2'-8"H Awning Window Interior o, 22'-6"x 18'-6' TW Entry 8'W x T H Overhead Door Door 4'W x 3'-10"H Awning Window 2'-3 112" _II 2'-3 1!2" 2'-6°" Floor-P-1-an Gary and Petronelle Sampson Scale: 114" = 1' -0" 30 Country Club Road Revision: 2.0 Cross-Section Gary and Petronelle Sampson Scale: 1/4"= 1'-0° 30 Country Club Road Revision:2.0 2" Base Insulation 2" Perimeter Insulation Concrete Slab M noon 00 non noo 19 CV :N O) Qf 23-2 M CV 2-3" 23-_6" 2'-3" Foundation Plan Gary and Petronelle Sampson Scale: 1/4" = 1`-0" 30 Country Club Road Revision: 2.0 Foundation Cross Section Scale: 114"= 1'-0" Reinforced Concrete Compacted Porous Fill 2 x X" Rebar a� Compacted Porous Fill Foundation Detail Scale: 1" 1'-0" Gary and Petronelle Sampson Revision: 2.0 30 Country Club Road Front of Stud Spacing 11.75 13.25 H6+16+16+16+16+16+1616+16+1616+16+161 Front I11 IL 11 11 11 11 Rear T CO 2x6 Framing Throughout � 19'-5" Right Side Wall Front of Stud Spacing 3.25 16+164 44-�Ci� M4 15 . 16+16+16+16-16+16+16+1641.7 Rear Front 2-2x8 Header , fV to 4'-112" r bo 2x6 Framing Throughout 11 T 1 g'-5" Left Side Wall Gary and Petronelle Sampson Scale: 114" = 1'-0" 30 Country Club Road Revision: 2.0 Left Side of Stud Spacing 6.25 T.76 1616 16 16–�-16 16 16 1 16 16 16 16 16+16+16–f Left 11 Right �o Co 2x6 Framing Throughout 22'-6" Rear Wall Left Side of Stud Spacing 9.50 75 "+16+161 16+ I + 6 I i __�16 15 16 1 16 16 9 104— 13 Left 11 It 111 11 Right 11 11 IL 2-2x6 2-2x10 Header 2-2x8 Header Header T - 10 T LO M T e1 n Co 4'-1/2" 2X6 Framing Throughout 10"� V-2- 8'-6" 8'-0" 2'-0" 22'-6" Front Wall Gary and Petronelle Sampson Scale: 1/4" = 1'-0" 30 Country Club Road Revision: 2.0 Left Side of Rafter Spacing 12.25�6+16+16+16+16+16+16+16+16+16+16+16+16+16+16+16i 37 2x10 Rafters Throughout b N 2 x 10 Ridge Beam 23'-6" Rafter Framinq Gary and Petronelle Sampson Scale: 1/4"= V-0" 30 Country Club Road Revision: 2.0 C) o 181£ Z-19 0 FA Qi 0 m U � Q U o cni U CA L C O N CL E M U ro � O O O O � U cG cm M 0 U cn � co C) 0 C � U U) tYy \ CD — \ \ \ tR u \ \ \ \ \ \ \ \ T M � I W CC C II�IJ J I I D \ Q co cl c � a � U a 2!1 o �U C7 0 . o r CV II C _Q '7 N_ Qj 7 U L SOO V 4-J W -- U � c C/) 00 r� o N E U U) C U o N Z U m °- {!) LL C-0 U X X MC) N . o N II C 0 r Ql > (1) 0 U) 24 9 met (V `V T W V i ^t�b W rn En V � 0 C ❑ /) W li Ci4 9 A/C „81E �U N m cz -aj LL m c w© 0 as cn 0 CL C) E m mCf) -0 m a) 0 P Z U a- 0 0 .� c 0 co 0 0 �U cd C� o U5 �a �et 7. l _ s V, Sow . Main Home Eave Details Gary and Petronelle Sampson 30 Country Club Road . y 0,-4 t "Q 514iQ ANA 06, Main Home Corner Trim Details Gary and Petronelle Sampson 30 Country Club Road a t F u e f Main Home Rake Trim Details Gary and Petronelle Sampson 30 Country Club Road JER rWX"13 MAILS 14 V44 MIt AT EACRVAIN J..saim f . Aft SLOrS SAFFLE R4 ra r ' WOO" AIRSPACE 2'SOARD r cur our R4 msym .CONS r oris + + Main Home Ridge Vent Details Gary and Petronelle Sampson 30 Country Club Road