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AST-0641-2021 Office Use Only ACCESSORY STRUCTURE Permit#: As - Town ofQueensbury PERMIT APPLICATION Permit Fee:$ M 742 Bay Road,Queensbury,NY 12804 Invoice#: P:518-761-8256 www.uueensbury.net Flood Zone? Y CN-14teviewed By:6 `Q — Project Location: Tax Map ID#: ( �,,eP�,,pb Subdivision Name: PROJECT INFORMATION: TYPE: LSb Residential ❑ Commercial, Proposed Use: STRUCTURE: ❑ Boathouse(with or w/o sundeck) ❑ Canopy ❑ Carport ❑Cell Tower Nt 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: SQUARE FOOTAGE OF STRUCTURE: 1st floor: O,a V 2nd floor: Total square feet: Brief description of scope of project: IE TOWhi OF QUEEiVSSURY CO BUILDIhIG& DC-S Accessary Structure Application Revised January 2021 ADDITIONAL PROJECT INFORMATION: 1. Estimated Cost of construction:$ Soov 2. Are there any structures not shown on the plot plan? [EYES ❑NO Explain: POD[ pprm(, + �� �4r✓ � 3. Are there any easements on the property? ❑ YES Gi NO 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 If,for any reason,the building permit application is withdrawn,30%of the fee is retained by the Town of Queensbury.After 1 year from the initial application date,100%of the fee is retained. 3.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 certifythat the application,plans and supporting materials are atrue 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 1, 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: 91 Accessory Structure Application Revised January 2021 � r,r CONTACT INFORMATION: PLEASE PRINT LEGIBLY OR TYPE, PLEASE INCLUDE AN EMAIL • Applicant: Name(s): Mailing Address, C/S/Z: l,tJ Cell Phone: 518- q 3'L a2 6 3 Land Line: Email: rapes 86 # 4a,.01 • Primary Owner(s): Name(s): tk Mailing Address, C/S/Z: Cell Phone: Land Line: Email: XCheck 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(sVEngineer(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 January 2021 Deck and Roof Design checklist Is deck freestanding o attached 4— Footing 4.—Sono tubes sized for posts 4x4 8"C&Ei " Big foot or footing for roof load Proper attachment to post and footing shown Proper flashing or waterproofing to structure shown Attachment to structure shown on plans nv)-W'E Galvanized or stainless steel bolts shown NO ZINC COATED vWi)A�J) Hex headed bolts NO CARRIAGE BOLTS /Vior Diagonal bracing shown for deck over 24" Floor joists parallel to carrying beams Deck post to beam attachment shown Over 30" requires handrail Over 30" requires guards Over 30" requires guards @ 34" to 38" in height and handrails @ 34"-38" Revised 4/15/2021 4�T-L 308.7-1-24 AST 0641-2021 Taylor, Adam &Jennifer Lockhart 10 Westberry Way TOWN OF QUEENSBURY Deck 224 s.f. BUILDING DEPARTMENT Based on our limited examination,compliance with our comments shall not be construed as indicating the plans and specifications are in full compliance with the Building Codes of New York State. KE:C:D I 'I F QUEENSBURY ILDING & CODE DEPT. Reviewsd py: Date-,TOP �- Adam 08124121 Taylor �ute 67 MFo_ggyWhar e:TO� Ballston Spa � AUG 2 7 2021 I TOWN OF QUEENSBURY BUILDING&C Ola`S 14' �-2'6' U O 2-2x1QLm Ream co CW rl1 4' 41 4' N O '7 x I X 6. N 12IN SQNO TUBE 6x6 Pqt Tr Plan View Curtis Lumber Adam Taylor 885 Route 67 08/24/21 Rcf:Fo gYWhar Scale:1/g's 1' Ballston Spa t 7'2 3/4' 6'It 3/a' A P 9 3/4' BEAEL BEAtd POST POST LABEL LENGTH GOONr SPAOM A 13'10 VT 3 6'2 1/2' B IT 10 1/2' 3 S'2 V2' Post sP.6.9 c measured mteMo-cent.. Depth of c=.t.foot..—4T Beam Layout Curtis Lumber Adam Taylor 885 Route 67 08/24l21 Ref:FoggyWhar Ballston Spa Scale:1/411=1' E A A A A A A A A A A A S�QI�S r uaa. Is.." acrev��1 wn wora nrau w 1•w Na7 )s•a 7.r cam 7a•70 7R• a 7..eu u• +p aYa o7..a. n• .Ns zfa 0 am 7e•a yr o am IS•a l/�• c..u4 .. INS a).S Bam .i'.0 f/a• x Cut List Curtis Lumber Adam'Taylor j; 885 Route 67 Ref.Pu l Ballston Spa Scale:3/ 6"=1' AA ® , s �. � �� I lc -. .91Y be Ivx- #h LAC, ec . 0 rr `1 �, DIGITAL 2020 Residential Code of New York c Mkiku CODES State ■" First Version:Nov 2019 SECTION R507 EXTERIOR DECKS STAGGER FASTENERS W M. IN 2 ROWS a 0— 5.5':SIN.FOR 2 X 8" 'DISTANCE SKAL.L 13E PERMITTED TO h!fN.fiOR 2 X 10 BE REDUCED TO4.5°IF!AG SCREWS L1iN.FOti.2 X 12 ARE USED OR BOLT SPACING 13 REDUCED TOTHATOF LAG SCREWS 'To ATTACH 2 X 8 LEDGERS TO 2 X 8 2"A•11N. / BAND JOISTS. L5DGER..-_••�/ LAG 80RE'N OR BOLT 314"MIN. For SI:1 inch=25.4 mm. FIGURE R507.9.1.3(1) PLACEMENT OF LAG SCREWS AND BOLTS IN LEDGERS Copyright © [CC All Rights Reserved. Accessed by David Hatin on 0612312021.pursuant to License Agreement with[CC.No further reproduction or distribution authorized.Any Unauthorized reproduction or distribution is a violation of the federal copyright and subject to civil and criminal penalties thereunder. e 4M ir- Figure-8. Post-to-Beam Attachment Figure 9. Prohibited Posvto-Bearn Attachrn( Requirements Condition c e - ' (�)�K baat�t• •� t12"rllamatert8ru� _ _ �a1rs�vltti�u TOM �. baam•must ti�ar fiUilg on�x6 notch' 06 rrfin. notch pmt to acr.�tno"d'at�1;i�� s 1 F 1 9 j Figure 10..Alternate Approved Post-to=Beam Post Cap Attachment i7c• — � x r i finehornebuiiding.bom Simpson strong-Tie DTT1 Z Deck Tension Tie - Fine Hom . . . To Prevent a deck ledger and band joist from separc, from a I1aLISO, code reclUires lateral ties that t onnee` deck frarning to the mouse, framing, The 2015 I.RC ai