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AST-0427-2023 Office Use Only ACCESSORY STRUCTURE Permit#: P�l 3 ;own otcL«�:6,try PERMIT APPLICATION Permit Fee:$ 742 Bay Road,Queensbury,NY 12804 Invoice#: P:518-761-8256 www.nueensburv.net Flood Zone? Y (�6 Reviewed By � Project Location: 69 Tax Map ID#: 7,qs. 1O J 3 Subdivision Name: �. EZTP`16S PROJECT INFORMATION: TYPE: .�< Residential O Commercial, Proposed Use: STRUCTURE: ❑ Boathouse(with or w/o sundeck) ❑ Canopy ❑ Carport ❑ Cell Tower ❑ Deck ❑ Detached Garage(>300 s.f.) ❑ Dock ❑ Gazebo ❑ Pavilion ❑ Pole Barn ❑ Porch ❑ Ramp Shed (<300 s.f.) ❑ Solar Panels(w/o rafter upgrades) ❑ 3-Season Porch ❑ Other: F W rE SQUARE FOOTAGE OF STRUCTURE: 16d SF 4 2023 � lstfloor: 1) 2nd floor: TOWN OF QUEENSBURY BUILDING& CODES Total square feet: Brief description of scope of project:, 10 X 16 % "['o Qc Qmm L ba•�t Tt�# Sit 0n2 SSE DNa Accessor/Structure Application Revised tune 2022 ADDITIONAL PROJECT INFORMATION: 1. Estimated Cost of Construction:$ J�� �►�� 2. Are there any structures not shown on the plot plan? ❑ YES k0NO Explain: 3. Are there any easements on the property? ❑YES ATNO DECLARATION: 1. 1 acknowledge that no construction shall be commenced prior to the issuance of a valid permit and will be completed within a 12 month period.Any changes to the approved plans prior to/during construction will require the submittal of amended plans, additional reviews and re-approval. 2. If,for any reason,the building permit application is withdrawn, 30%of the fee is retained by the Town of Queensbury.After 1 year from the initial application date,100%of the fee is retained. 3. Ifthework is not completed by the 1 year expiration date the permit may be renewed, subject to fees and department approval. 4. 1 certify that the application, plans and supporting materials are a true and a complete statement and/or description of the work proposed,that all work will be performed in accordance with the NYS Building Codes,local building laws and ordinances, and in conformance with local zoning regulations. 5. 1 acknowledge that prior to occupying the facilities proposed I, or my agents, will obtain a certificate of occupancy. 6. 1 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: SIGNATURE: DATE: 113 Z Accessory Structure Application Revised June 2022 CONTACT INFORMATION: PLEASE PRINT LEGIBLY OR TYPE, PLEASE INCLUDE AN EMAIL • Applicant: Name(s): 3n s >.� Mailing Address, C/S/Z:�. 1{ 11 ,�1 pL� +►� +�S.Z-Q= Z�Y Cell Phone: ,�'e-36 —J 51a Land Line: Email: Hie-0,4C"6P0t>P. n 4 • Primary Owner(s)- Name(s): 5 A S Ca,6Cx3E. Mailing Address, C/S/Z: Cell Phone: Land Line: Email: heck if all work will be performed by property owner only 91 Contractor(s): (List all additional contractors on the back of this form) Contractor Name(s): Contractor Trade: Mailing Address, C/S/Z: Cell Phone: Land Line: Email: **Workers' Comp documentation must be submitted with this application** • Arch itect(s)/Engineer(s): Business Name: Contact Name(s): Mailing Address, C/S/Z: Cell Phone: Land Line: Email: Contact Person for any questions regarding this project: Cell Phone: Land Line: Email: Accessory Structure:Application Revised June 2022 E C E O V E )"OWN OF QUEENSBURY TOWN OF QUEENSBURY BUILDING DEPARTMENT D BUILDING & CODES D PT. Basedonourlimitedexamination,c o ompliance eviewe �y: indicating the plans and specifications are in ®� Date: �� ,Z full compliance with the Building Codes of IyL��,'Ryp1' ��C) p- gT�f U65ET(TYP.I Q a OWN OF QUEENSBURY IT'4-FLY PLYWOOD ROOF SHEATHING bPPSGtLS1 YXRi_3) 2x6 RAfTER9 a ib'04 2.4 COLLAR TIES c BOIII*�PLY PLYWOOD OO.C.OF HEATHING \O�/ BUILDING S:CODES (U3E I]"O.C.SPACING FOR 1:WIDc UNIis IN NOTE:COLLAR TIES INSTALLED REGIONS WHERE GROUND SNOW LOAD IS 555 PSF` ON UNITS Ib'-0"OR LCNGER ONLY. 2x4 RA -_ - CABLE`/E7T OVERHEAD (BOTH Eh03i 2x4 RAFTERS n Ib'O.L. - DO GR(CPTIONALi- (USE 12,O.G.SPACFVC:FOR 14'WIDE UNITS IN REGIONS)WERE ASPHALT I I I - I 12 TJ GROUND SNOW LOAD IS)55 PSF) F USP-MODEL MPAI CO NNE TOR MINGLES TI I �T SEE RAFTER TO PLATE OR EQUAL INSTALLED PER [YAR!ES) ✓ CONNECTION DETAIL 2 MANUF,6PEGIFIGATIOhS. -- � _ 7.4 DOUBLE TOP PLATE -I NOTE:USE ONE(1)CONt•IT.CTOR _-- AT RAFTER/PLATE CONNECTION _ __ ALUMINJM DRIP EDGE - K I - -` - - _ ALUM.FASCIA.6tlFFIT U EVERY 4'-0'O.G.. .--._:.-- U ....._I (W000 ON U\ITS-__...• O O _ H(TI.11 SIDING) 21,4 TOP PLATE ...___- 2x4 WALL STUD 0 ��! © 5!5'OVERHwNG c = 'I ".-. 2x4 UTA:.L 9T1G9 RATTER TO PLATE _ Lei 1 p .IG•o.c. � p = CONNECTION DETAIL i� SIDING NW SHC o DOOR.WINDOW LOCATION_. Q �!— _ VINYL w/k,•SHC-ATNING SCALE,ho I,•O +r d _ OR 5/A"TI-!1'u:DMG STYLES AND 74S IYARIESJ r r I!—If 5/e'5-PLY PLYWOOD FLOOR )III I 'IT I II _-- __-+ b4 SOLE PLATE NOTE THE US?-MPAI CONNECTORS SIDING ` ARE IN ADDITION TO THE STANDARD (VARIES) RAFTER TO TOP PLATE FASTENERS 1 WHICH ARE(3)IOd NAILS TOE NAILEC THROUGH THE RAFTER INTO THE PL:.TE I 1,4 P.T.FLOOR.:GISTS c fu O.0 O 40'-0'LENGTH(VARIES) o-0'TO!+-O'WIDTH(VARIES) I (IS'O.G.WHEN OVERHEAD j t -# DOOR IS USED? b'-0'TO ia'-0'WI—!VARIES) L ® N ELEVATION SIDE ELEVATION 4.4 PRESSURE TREATED SKIDS CROSS SECTION BUILDING CODES: -DESIGNED IN ACCORDANCF WIT.:ASCE T-OS AND 0L- ALL CONSTRUCTION SHALL COMPLY WITH THE 2CIO RESIDENTIAL CODE OI NEW YORK STATE REOUREMENTS OP ANY AND ALL APPLICABLE STATE, -ALL WOOD TO BE SP'2 OR SP`F'2 b W'OE cO+NTT AND LOCAL BUILDING DING CODES OR REGULATIONS -ALL SHEATHING TO BE'h"EXT.GRACE , INCLUDING all NOT LIMITED TO THE FOLLOWING: -RAFTERS SHALL BE NAILED TO TOP PATES WITH 4••5• •2010 RESIDENTIAL CODE OF NEW YORK STATE ANDiOR (3)IOd TOE NAILS(MIN.) 2.4 P.T.FLOOR T � AS AMENDED OR ADOPTED BY LOCAL MUNICIPAL -ROOF SHEATHING SHALL BE SECURED WIT. (4)bd NAt_b ROOF RAFTr"RS(TYP.) ROOF RAFT-.(TYP.: JOISTS RYP,)� AUTHORITY PER FOOT OF LENGTH AT ALL PANEL EDGES,(3)bd S'UIDE NAILS PER FOOT AT ALL OTHER LOCATIONS, 2x4 DOUBLE TOP PLATE 2xd DOUBLE TOP PLATE 4x4 P,1. ENGINEERING NOTE -WALL PER SHALL BE SECURED WITH(21 bd NAILS THESE DRAWINGS ARE TO BE USED ONLY AS AN PER FOOT,FOR UP TO 120 MPH WIND SPEED. O (2)2.4 t+FADBR aI 2x4 HEADER SKID•TYP,) L L ARCH'TECNRAL GUIDE FOR THE CONSTRUCTION OF -MAX.DESIGN WIND SPEED IS I20 MPH 0 (� 0 d )MAX.PS•50 PSF/ (MAX.Pg•"v-PSF) 10'WIO= THIS PROJECT.-,WERE HAS NOT BEET!ANY MECHANICAL. -AS3UMED WIND LOAD EXPOSURE CATEGORY B [ -__-_----� ELECTRICAL OR SITE ENGINEERING PERZORM�FOR -MAX.CE51GN GR_-,J: SNOW LOAD 15 T3 PSI,ASSUMING THIS PROJECT.IT SHALL OE THE RESPONSIBILITY OF EXPOSURE B PARTIALLY SNr1TERED CONDITIONS, - 7.1' ` T'-IOH' 1 2-IC4" 2"1' i OTHERS TO OBTAIN DESIGN DATA FROM A LICENSED UNHEATED,AND le-0,00 �� �1 �i ENGMEER FOR THESE SYSTEMS.ENGIhT:ER!NG SHALL •FLOCK LIVE LOAD 100 PSF 2x4 JACK STUD 1R4 JACK STUD _ D'LLI�E CONFORM IJITH ALL APPLICABLE LCCAL AND/OR M4 STI,D 2x4 6TUD -� STATE BUILDING CODES AND REGULATIONS. CONSULT TEC•INICAL DEPARTMENT FOR PRODUCT ! i 2=i0�' 2'•I04' 2-!0b" 1, Y•101i' STR11GNRE SHALL BE INSTALLED ON A PROPERLY PLACEMENT IN EXPOSURE CAND/OR U!ND•BORN Dau L { { �' PREPARED SJBGRADE.SOIL BEARING CAPACITY SHALL DEBRIS FEGICNS p I� 2x4 SOLE R 4TE a�� 2x4 SOLE PLATE BE CAPABLE OF SUPPORTING A TOTAL SERVICE - W,WIDE GRAVTY LOAD GF 530 PLF ALONG THE FRONT/REAR _ _ _LOOK LIVE _ ROOKELEVATIONS. 6'-0' OPENING WDTN 3'-0'MAX. L 2'-0%' L I'-ll- L 2-!Ob° 1 7103' 1'!' L r(J93' ,• OPEN�NG WIDTH i T f 7 SEAL TYPICAL DOOR FRAMING DETAILS SKID PLACEMENT AT LOAD BEARING WALL LOCATIONS �a� aaaea•T\O\ Mill PL OT DATE Au+al 1S,10B ROBERT R.DESMARAIS,JR.,PE TYPICAL CAPE COD STYLE SHED --- - S� STRUCTURAL ENGINEERING - - -- -"- " - --- - - -- - DATE 8/15/13 SCALE 1/4" I'-0" R : 1410 NEWTON ROAD REVISIONS P.N. 08-13 LANCASTER,PA 17603 ��c s `3 295.10-1-53 AST-0427-2023 /'If=..v...� NENJ YORK LICENSE No.UC4398 •, UNAUTHORIZED REVISIONS V010 THIS DOCUMENT SHEET NO, I OF I Dolan, Joseph 84 Sara Jen Dr Pre built shed 160 s.f. ----,SA-Rk JEN DRIVE E S5923'40"E rRF 102.37' 6.3UnuneS n 12.3' 2 STORY WOOD FRAME 'HOUSE 30.504 a : O rf r_ to N r �j i Vf Z E - . LOT 9 AREA 22,494 sq ft 0.52 acres l 102.56' r N62'S2'21"w V