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AST-0190-2023
/ c _ it‘ Office Use Only ACCESSORY STRUCTURE Permit#: T• Q►gyp -. 2-O2-3 Town ofOjbury PERMIT APPLICATION Permit Fee:$ 940 J 742 Bay Road,Queensbury,NY 12804 Invoice#: (o O 55 P:518-761-8256 www.queensbury.net Flood Zone? Y �✓ Reviewed BOVLk-c) 5105 Project Location: )° & `(;f, 4 c N�11 S Tax Map ID#: .�2 � �' —ZPZ'■ � � c� - r. s Sub 'Ur'ion Name: l � OG -P\ PROJECT INFORMATION: APR 2 5 2023 TYPE: y Residential ❑T-9i7gliglaINAdRUYse : BUILDING DING &COOPS STRUCTURE: El Boathouse (with or w/o sundeck) El Canopy ❑ Carport El Cell Tower Deck ❑ Detached Garage (>300 s.f.) El Dock El Gazebo El Pavilion El Pole Barn ❑ Porch El Ramp ❑ Shed (<300 s.f.) El Solar Panels(w/o rafter upgrades) El 3-Season Porch ❑ Other: SQUARE FOOTAGE OF STRUCTURE: 1st floor: 2nd floor: Total square feet: 3-3CP (2 Brief description of scope of project: \O`C� ( 'ec C i 4-' IA Q1-10 OM t/ . Accessory Structure Application Revised June 2022 ADDITIONAL PROJECT INFORMATION: 1. Estimated Cost of Construction: $ Li (pQO 2. Are there any structures not shown on the plot plan? ❑ YES L`? NO Explain: 3. Are there any easements on the property? ❑ YES0 DECLARATION: 1. I 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 If,for any reason,the building permit application is withdrawn, 30%of the fee is retained by the Town of Queensbury.After 1 year from the initial application date, 100%of the fee is retained. 3. If the work is not completed by the 1 year expiration date the permit may be renewed, subject to fees and department approval. 4. I 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. I acknowledge that prior to occupying the facilities proposed I, or my agents, will obtain a certificate of occupancy. 6. 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 ofa certificate of occupancy. I have read and agree to the above: PRINT NAME: !La C 'Le° UCS \ SIGNATURE: r-AjZLAAktu4,CL/9DATE: Lf- ZOZ3 Accessory Structure Application Revised June 2022 , . , CONTACT INFORMATION: PLEASE PRINT LEGIBLY OR TYPE, PLEASE INCLUDE AN EMAIL • Applicant: Name(s): �- - 2 (NCNC'r-S\-\ Mailing Address, C/S/Z: Cs, 1 '-\vv S'c c\e-AS LS /U' \7 SC Cell Phone: 5-631\ 5-OCV - Land Line: Email: 0&e_lYlc5\-\ C-roc,SC �‘pr'OO cCC)M • Primary Owner(s): r 'ina�h Name(s): i IY\,(,� . Mailing Address, C/S/Z: 10\ Arm (1 5 \( i 260 1 Cell Phone: Land Line: Email: Check if all work will be performed by property owner only • 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** • Architect(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: Zc5r,or6 '\Jty\-Nor.f/ Cell Phone: Si 3 3a-\ SZ\2 Land Line: Email: CCC(CANUSShC COSS Co o t1 �� a.V\c-)v C 06r\ Accessory Structure Application Revised June 2022 TOWN OF QUEENSBURY f— C9—?-_..$�_• _ BUILDING & COpES E �+ LgAst.5 ,,:iyi E Review d Date: "/... TOWN OF , Oy=QUE-=ENSBUnY BUILDING ? roDES TOWN OF QUEENSBURY BUILDING DEPARTMENT Based on our limited examination,compliance with our comments shall not be construed as LE CI1 COPY indicating the plans and specifications are in r full compliance with the Building Cope: e New York State. .4•0 0•••••••••/...1.°°°1".,i.•••• •• 1°'dooliv:4 .4 01•°.10°.°°°11.°°.1 . ... 1.°°°°°.°6..°.'.' ' : :: - ': E ifr'r�ri%� r. : : ::, :, :: :: ::: _:::;:'::' ! ::' :' : ' ' rr ✓r r r�r�rri d ~� 302.17-2-24 AST-0190-2023 . -.A2- DeMarsh, Tina & Richard �� 61 Elm St Deck 366 s.f. Top View Curtis Lumber 04/05723 885 ROUTE 67 Ref: h BALLSTON SPA Scale:t To To fit fit - ID Wood Type Size Quanto Length A ) PT 5 / 4x6 1 12 . 00 ° B ) PT 5 / 4x6 4 8 . 00 ° C ) PT 5 / 4x6 16 10 . 00 ° D ) PT 5 / 4x6 2 10 . 00 ° E ) PT 5 / 4x6 10 10 . 00 ° F ) PT 5 / 4x6 4 12 . 00 ° G ) PT 5 / 4x6 22 14 . 00 ° H ) PT 5 / 4x6 1 16 . 00 ° ID PT 5 / 4x6 2 12 . 00 ° Plank Layout Curtis Lumber 885 ROUTE 67 04/05/23 Ref:Demarsh BALLSTON SPA Scale: 1/4"=1' • " / �, 2 3 9 r4, N 12'11" 10' 8'11" • ‘‘) 14' N1 12'1 1" 'E) 10' N 8'11" 'EA) 14' 64 12'11" *... 10' ) 8'11" .) 14' . \A c - IN 12'11" E 10' o bo 8'11" 64 12'11" 12'11" 10' 11,... 8'11" q) 14' ISO 12'11" I ) 10' 8'11" ,c) 14' `�Q� 12'11" '.‘k) 10' " 8'11" I `Q) 14' ) 12'11" 110' 81111' 14' 12'11" 110' 8'11" 124 14' ,12'11" J s13,) 10' 13'11" I IN8'4" 9'5" 11110" r \q) 13' I IR7'5" 43 XI 6'5" 7,6" _`C�l g'11 g,gil 6'10" 7151111; ►—g 10 4 A1� � .._ r t� 7��,r1:: • ..Plank Layout Y ' L. Curtis Lumber, 04/0�/23 t 885 ROUTE 67 `; ' •. ' ' Ref Demarsh 1 t:- BALLSTON SPA Scale:3/8 = 1 "40_ • 8'10 1/4' 1 -- 6'111/4' ilipp3'3 3/4' U 5'8 1/4' 1u,1dnall.I111I111uI111 t 4 1/2' • I I m v m M % ?7 BEAM . BEAM POST POST LABEL LENGTH COUNT SPACING A 13' 5 1/2' 2 12' B 23'9" 4 7'5 1/4' C 5'7 3/4" 2 4'8(/4" D 6' 2 5'1/2° Past spacing is measured center-to-center. Depth of concrete footers ---48" • Beam Layout Curtis Lumber 885 ROUTE 67 04/05/23 Ref:Demarsh BALLSTON SPA Scale: 1/8"=1' ] EC] r: arloa © oaooEloao0IGIH C E \ J O L 0 \ `r u 0 LABEL LENGTH BEVELS LABEL LENGTH BEVELS A joist 11' 1/2" F45 RO K rim 16' 1 3/4' 1)45 2)45 B Joist 12' 4 1/2" F45 RO • L fascia 5' 8' 1)22 2)22 C joist 13' 7 1/2" L rim 5' 5 1/2" 1)45 2)45 D joist (11) 13' 7 1/2' M fascia 10' 1)22 2)0 E Joist 13' 5 1/2" F45 RO M rim 9' 11 1/2" 1)45 2)0 F joist 12' 1 1/2" F45 RO N rim 23' 9" G Joist 10' 9 1/2" . F45 RO 0 cap 6' 3 1/4" 1)0 2)22 H Joist (2) 10' 2" F45 RO 0 section 5' 3 1/2' I fascia 10' 1)0 2)22 P cap 16' 3 3/4' 1)22 2)22 • I rlm 9' 11 1/2" 1)0 2)45 P section 7' 9 1/4" J fascia 5' 8" 1)22 2)22 Q cap 5' 11 1/2" 1)22 2)22 J rim 5' 5 1/2" 1)45 2)45 Q section 5' 3 1/2" K fascia 16' 1)22 2)22 R cap 10' 1 3/4" 1)22 2)0 R section 4' 9 1/4" Cut List Curtis Lumber . • 885 ROUTE 67 04/05/23 Ref:Demarsh ` BALLSTON SPA Scale:3/16"=1' 24' 3' 4" u m Li 0 (r-1 O 10' 12IN SONO TUBE 2-2x1OLm Beam u r b 6x6 Post op cu %/ VVY . n O 4 G I 4' 16' 4' Plan View Curtis Lumber 885 ROUTE 67 04/05/23 Ref:Demarsh BALLSTON SPA Scale: 1/4"=1' STRESS ANALYSIS CUSTOMER: DATE: 04/05/23 DESIGN: DEMARSH REF: 23095133. ZP1 SALESMAN # MEMBER STRESS FACTOR COMPOSITE TYPE SIZE FACTOR LOAD LOAD JOISTS 2X8 DEFLECTION 311 PSF 16" BENDING 253 PSF SHEAR 179 PSF COMPRESSION 285 PSF 179 PSF BEAMS 2-2X1OLM DEFLECTION 74 PSF BENDING 59 PSF SHEAR 76 PSF COMPRESSION 305 PSF 59 PSF POSTS 6X6 STABILITY 1066 PSF BEARING 484 PSF 484 PSF TOTAL .LOAD 59 PSF DEAD LOAD 10 PSF LIVE LOAD 49 PSF _ STRINGERS 2X12 DEFLECTION 385 PSF BENDING 325 PSF SHEAR 234 PSF COMPRESSION 908 PSF TOTAL LOAD 234 PSF DEAD LOAD 10 PSF LIVE LOAD 224 PSF . , • . . • . . imfaiiiii. . . . . lot 113 •. . . . Oak 4-re-t ci rck . . .. . • . - .. _ • • . ,, . • Iii, ECEIIV7 E {1) . . IiidoLi.. 4 ;115 . .. . . . •• . . . •. . •. TOWN OF OUEENSBURY . - • BUILDING & CODES . . • - . • - . • . . " . , /00 • - .. . • . 1 i•-\ .. . . . , )S- • ! • • . . . • . . i . . • : *WN OF QUEENS;;,;"-'•Y. . . ,- . . , • . gin •,-. ,,.r - . / . . / . . .. 1 .. • Ad • ' •raler / , / j . u D...e•\/d••.i...... • . . / ( I / • I • . i ) i e :i • . 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