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2013-505 k, TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5904 (518)761-8201 Community Development- Building& Codes (518)761-8256 CERTIFICATE OF COMPLIANCE Permit Number: P20130505-40411 Date Issued: Wednesday, June 28, 2017 This is to certify that work requested to be done as shown by Permit Number P20130505-40411 has been completed. Tax Map Number: 290.14-1-21 Location: 28 MARTELL RD Owner: Phyllis Hudson, Stephen Hudson Applicant: Stephen Hudson This structure may be occupied as a: Shed 160 s.f. By Order of Town Board TOWN OF QUEENSBURY Issuance of this Certificate of Compliance DOES NOT relieve the s property owner of the responsibility for compliance with Site Plan, 19 4 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. Aeh` TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 %Ay Community Development-Building&Codes (518)761-8256 BUILDING PERMIT Permit Number: P20130505 Application Number: A20130505 Tax Map No: 523400-290-014-0001-021-000-0000 Permission is hereby granted to: STEPHEN&PHYLLIS HUDSON For property located at: 28 MARTELL 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 filed and approved and in compliance with the NYS Uniform Building Codes and the Queensbury Zoning Ordinance. Type of Construction Value Owner Address: STEPHEN &PHYLLIS HUDSON Shed/Storage Sheds $4,214.00 28 MARTELL Rd Total Value QUEENSBURY,NY 12804 $4,214.00 Contractor or Builder's Name/Address Electrical Inspection Agency GARDEN TIME 793-8555 652 OUAKER Rd OUEENSBURY NY 12804-0000 Plans&Specifications 2013-505 SHED 10'x 16' $40.00 PERMIT FEE PAID-THIS PERMIT EXPIRES: Tuesday,October 28,2014 (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 Tow(of Q e nsb ; /J i .ctober 28,2013 SIGNED BY for the Town of Queensbury. Director of Building&Code Enforcement Town of Queensbury Building & Codes Office Use Only ACCESSORY STRUCTURE APPLICATION Received: OCT 9 P, )U13 A permit must be obtained before beginning construction Tax Map ID: Permit No.: J 3-505 dD Fee: For any structure other than residential principal structure(house)to include,but Permit ' j> not limited to: garage,CP dock deck, carport, pole barn, greenhouse, etc. Site Plan No.: Refer to Informational Broc ure No.3 Accessory Structures-Sheds/Fences Date cDc 4Ut 3 Applicant Tax Map ID 5a-I—5- f 3 Z Address Zoning f2L`moi'O c'!'fv E�c�lt1� 1� P (QsT)4- Phone '74c---7 S', 0 t—C S4e € c e ( 7q(-13'1 Owner ., _- ea Contractor/Agent C.5-o.c Address az ( -e Address E.N-q\k_y-cs !')ci ( - f , fLA t c`:)go`f Phone '7g 3C D Phone -i4 - Contact Person for Building&Code Compliance: i 1.)6, /�1-L. ' Day Phone: l�c'-F3 -r Building Street Address: a ( k`:siLt Subdivision Name: _ Lot#: Historic Site: _Yes tV No Estimated cost of construction: $ 44:6)..1 3y(c.,l� 1O 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 1st Floor sq.ft. 2nd 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 tC.) c _ 1 (...0 5 -. '_' 1 (o Osct-. iO�f - /Shed 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 518-761-8256 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 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 Print Name: - e. ti oL! Signature: Date: Town of Queensbury Building&Codes Accessory Structure Packet 518-761-8256 r . r . . /.. , . .....,„.. .. ..„...,, / l 3i.4 LANDS OF SWIFT I1 •'�.---- Ac.;2 3 0 4 \• • . EL.1-6P C.,F CAFf • 1\ 298 j r--EX T. WELL-303.98 , : ) 296 ; . - \ S �5 07' ; . / / ....2290.36 ' ,--". ' ' s'7"----"---- --- '7 ,-, ° - ..... 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M ONEATIENA 30 RA3TERs•ti'O.O. • 2.4 RAFTERS•IV O.O. NW or 0.0.OPAC646 P0R W WON INTO IN tuna O.O.O.DPAGNO POA SW RAFTER MORA IA+ERa GROUND SNOW LOAD la fee PGF, GADO VENT 6R C O$Oy LOAD la e ORS 8 s I 1 .'(' C'r I 1J, r ) IaOTN E1D6) 141 COLLAR TRS•00'O.G. psi\` .....r r r r AMNALT ••••••► I , II 17 NOTE.COLLARTIEb INSTAL3.rr4r4S. COW1GT1pN DIITAf4Ta111� rNAP•MODEMPAI COW+ECT-- __ h1 DQ70L8 TOP PLATE i i.-' Oft roux.tram=_ ..1-1. 1 C J l { Y t r I ) I I NOM tio.as oP o NATI010@eraR ' ) . 1 ) ♦ il ALUMNw 4 oR1P epos AT RAPTmR,PLAR CORNEC0TION F� ALAI.FAOClA•COM tt rawer 4'.0 OJ:.. /- �� o OfDiN61 2x1 TOP PLATA i""""' o s>,'OVSR•NANO / ?y4 WALL STUD i- I Alik rrr • 2x4 WALL 6117DbRAFTER TO PLATE III .. MONO NABIau CONNECTION DETAIL DOOR 1 20000 LOCATION. VINYL•,14.6MAATNIN6 4 9 arrow ANO WONAR1.6, 0OR we 51.1161DNa SCALE,►i"•1'-0" we s P1 Y PLYWOODnoonAR! . ADDITION TO TNS STANDARD 1111 I .=/.. - S.4 SOLE PLATE NOR,T441 OSP•MPA,CONNECTORS RAFTER TO TOP PLATE PASTIME* J ■ •• •• •• •• ea -•,,W11Q1 ARS IS)10d NAILS TOE HALED !x4 P.T.FLOOR JOtbTb•W'O.C. TNRON6N THE worm WTO THa PLATE. , 6'-0'TO 40'-0•LIMN NARlZTI , 6'-0•TO M'-0•WDTN NARK) Of 0.G.WAN OVERHEAD 6'.0'TO 14'-0'WfDTN(VARIAN 0008 Ib 116[0) 0 FRONT ELEVATION SIDE ELEVATION 44 PRESSURE TREATED&KDa CROSS SECTION 6'WOO 01=14 CODES. .080161410 N ACOORDANC=KM ASCE'LOS AND 1 1 ra ALL CONSTRUCTION 64141.1.=Piny 61TN THE 1010 Ra4IDENTIAL CODA 47 NEW YORK STATE 1 i.•e. RAQLREMINT6 OM ANY AND ALL APPLICADLE STATE. .ALL(7000 TO 08 SP•2 OR SPP•3 p.4 P.T.FLOOR 6 COUNTY AND LOCAL 0U1DIN0 WOODS OR R5141LATIONS -ALL ONIATNI116 TO DE N.EXT.GRADE J l I ROOM RAPTmea 47rp.) Roof RArTERa eTYPJ JOIST6(TYP.)_\ INCLNDIN6 DOT NOT LIMITED TO THE FOLLC.3046 .BARTERS SHALL DE NAILED TO TOP PLATO WITH i b'OMR.2010 RE41D5NTIAL CODA OP NSA YORK OTATE AND/OR q .6 Mk))10d TOE NAqk) 2x1 DOWNS TOP PLATE 144 DOODLE TOP PLATA 1 I AS AMINDID OR ADOPTED DY LOCAL 111RICIPAL .ROOF 0NAAT11N6 ONALL a8 6AOURED WITH e4)6d NAL! 4.4 P.T. MINORITY PER POO?OF LENGTH AT ALL PANEL 10610.1.1 Sd f3)2.04 NEMER CD 1x4 HEADER MILD eTyP.) 4. S.'O. } NASA PER FOOT AT Am.OTHme LOCATION*. Rzo ®® fMAx.Pe•e0 PS') �-� (MAX.Pa••Te P6F) go'DoE 1040AAE*34G NOTE. .SALL 61,4114146 SHALL 08 OE U=D WITH e3)0d NAILS ( El ••�Tuna ARDAOCTURA a AR8 TO a8 N68D ONLY A6 AN PER Fool.FOR OP TO q0 MPe4 03140 6P1iD. `� f' I� I� rrr Is 10 19 1 RIARrwTEN:TURAt 611 DA FOR twa GONStRI1CT10N or .(443t oab16N a)f+o SP1'ea Ib 170 ItPN ��J fJyB y 2'•r 1.104' L 2400' L me T16S PRORGT.11141*!HAS NOT DEEM ANY MICHANCAL. •Asan RD MID LOAD E)V+O44A CAtEOORY a r III ( •f T ELEVIT,CAL OR SOS E4GNEER1116 PERPORML9 FOR .MAX.08610N GROUND MOO LOAD U TS PaP.AS6{Mlno -)0 +� 3,.x J4CK atUD + H.4 JACK 6TUD 0'WR7a THIS PROJd0T.4T SMALL Da TNa 1626PONISZULITY OF EXPOSURE a PARTIALLY 6NTS,RRED CONDITIONS. -- 1.4 61140 + !x4 OTLD USI lel OTNER6 TO MAN arum DATA FROM A IX5/SED OIO1EAt10.AND*1.0.00 01604ER ION nabsOYOTEMs.*NDQ 416 6NALL •5LOCR LIVE LOAD 100 PGP 0r 7.101[' } 1.1014 } r•U71e• 4, 1.1014• .f COWPORM UN ALL APPUCADLE LOCAL AN0)OR 244 601.1 PLATE 6.4 OCL*PLATE STAT!ammo CODES AND Re64LAIIONs. CONSA.2 T1CNRCAL D2PARTMSXT FOR PRODUCT '�• - 0 Fe wcs 5TRUCT{45 ONALL as FOUL=ON A PROPERLY PLACE4ER N 01308110E C AND/OR W3ND.a0BN -6-. 14.0128142+1. -F--, q,2421.1$41... is pE Iy ES EC Sy 8,1 PRE'ARID 0ua6RA0E.001.DEAR**CAPACITY SHALL 00281/11286101.43 , r-0\' 1•n• 1.104.' 1.104' r b' 7.02e6.2GAPA0LE 0.OUPPOR71N0 A TOTAL 6SIRVK3 1 S'-0'MAX.OPEOWNNNO ON L )'.O'MAN. . ORANTY LOAD OP NOtn."ALONG THE FR0NT/REAR T y�6,• O'81Anans• TYPICAL DOOR FRAMING DETAILS SKID PLACEMENT AT LOAD 0BARIN6 WALL LOCATIONS SEAL resergV1.2.,,,rt\\ /f{, 0Fz- : iNPAis 1r ! ` � b FC) E •0.1 : PLOT 008 A1.5.H h.2o13 +,,;� '• :ia,.,?3'•'' �' ROBERT R.DESMARAIS,JR.,PE TYPICAL A-FRAME STYLE SI-IED ?� STRUCTURAL ENGINEERING DATE 8/15/13 SCALE U4••I'-O" ''•`.�• ::.,0;,:".., 1410 NEWTON ROAD c•}',t' elA LANCASTER,PA 17603 REVISIONS P.N. 08-13 �•1 01y,, • NEev YURK LICENSE No.51335 f/ inaAUT ORl0E3 RevlS105I3 vo10 NIS DOCUMENT SHEET NO.I OF 1 •• , • We 4.11"r""-;•-, --' . # .4. ... mi, -..r•Awl ..` '' kit v -"' OW d't ' • - * .," it , . • ., • , , • rz., .. ./ir ' 74 • , .. . . • c V j'AN s 's r r,1 .i. )...rt Poi A 0„, ,,j, t • ' •,n I ,,, ).i1 A . - . • •.1. t •I . c i411 lk • • , . ,..,-._ ._ .,;•-,2., , - . . ; - . -.AI.- ` - . , ... ,.'''' .4 il ". ' • _ , ....4.-. - - 4,` II" * - ..• -- .4,_:-'' . ,•• , . 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