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AST-0120-2022 Office Use Only ACCESSORY"STRUCTURE Permit# • ZO;2 . Town ofQueensbury PERMIT APPLICATION permit Fee:"$ 742 Bay Road,Queensbury,NY 12804 Invoice#: � l P:518-761-8256 www.aueensbury.net Flood Zone? Y Reviewed By(=� Project Location: 5 Lovzx) 'Dv-►v-e- Tax Map ID#:W1 16 Subdivision Name: PROJECT INFORMATION:. . . . MAR 2 2 2022 TYPE: l Residential ❑ Commercial, Proposed Use: TOWN OF OUEENSBURY BUILUNO& CODES 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: SQUARE FOOTAGE OF STRUCTURE: 1st floor: dlD4 �'pi'G� 2nd floor: may. Total.square feet: OrW (�1 �e�dd.l d� cS� • T Brief description of scope_of project: Add i►�� Y\� l 2- S� 'oO�" � • Accessory Structure Application Revised January 2021 ADDITIONAL PROJECT INFORMATION: - y 1. Estimated Cost'of Construction.$ �� DO 2: Are there any structures not shown on the plot plan? DYES NO Explain: 3. Are there any.easements on the.property2. D.YES 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withdrawn,30%of the fee.is retained by the Town of .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. Ifthe.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. 1 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 survey by a licensed land surveyor of all newly constructed facilities prior to issuance of certificate of occupancy: have read and agree to the above: PRINT.NAME: Bliss SIGNATURE: . DATE: 3 as as Mpll bliss y 41 Accessory Structure Application Revised January 2021 CONTACT INFORMATION: PLEASE PRINT LEGIBLY OR TYPE, PLEASE INCLUDE AN EMAIL • Applicant• Name(s): Chaff t 'loll " V. . . Mailing Address, C/S/Z: 5 LOf�. �rlVe"� �1��2>f1Sbu�`� l NJI ` ( ��� Cell Phone: Qa_ '1-]—as -) Land Line: N 1 Email:C�I�SS. g0a e gma:'I• COM- • Primary Owner(s): Name(s)Adress -� Mailing ,1C/5/ZAs / , ' Dv e_ 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: ' To +,9h l l S C A.?-e., Mailing Address, C/S/Z. Cell Phone: : �� 'C L ' WJnd.Lin 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 1amary 2021 Deck and Roof Design checklist Is deck freestanding attached Footing �4 Sono tubes sized for posts 4x4 8" x612" V� ig 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 Galvanized or stainless steel bolts shown NO ZINC COATED ? Hex headed bolts NO CARRIAGE BOLTS --- +�R 4,-DiagonaI bracing shown for deck over 24" Floor joists parallel to carrying beams L Deck post to beam attachment shown Over 30" requires handrail Over 30" requires guards 4- Over 30" requires guards @ 34" to 38" in height and handrails @ 34"-38" Revised 4/15/2021 ,' 295.E-1-30 AST-0120-2022 Bess, Chad & Molly NO 2 7 �� COP LE 5 Loren Dr Deck addition 72 s.f. to total 264 s.f. TOWN 0F 1 . I)B"j\ BUIL®lS <- OrJCS 20' 14' 2' 4' TOWN OF QUEENSSURY �Q BUILDING & CQDF-S _ 0` . Reviewed Y: �� - � z- N Date'. TV 2-2x10LM Beam ' jI HS� i • 8IN SONG TUBE � 4x4 Post ' 0 ' TOWN OF QUEENSBURY _ .. BUILDING DEPARTMENT Based on our limited examination,compliance with our comments shall not be construed as indicatir;g the plans and specifications are in full compliance with the Building Codes of Plan View New York State. Curtis Lumber Chad&Molly Bliss 885 Route 67 03/16/22 Ref:Deck 1 Ballston Spa Scale:3/16"=1' rQ I 6'103/4' D � . - 4 I k } cA 1 BEAM BEAM POST POST LABEL LENGTH COUNT SPACING A 3'11 1/4" 2 3'7 3/4" B 3' II 1/4' 2 3'7 3/4' p 16'3/4" 2 14'9 1/4" D 16'3/4' 2 14'9 1/4" post spacing is measured center-to-center. Depth of concrete footers---0" Beam Layout Curtis Lumber Chad&Molly Bliss 885 Route 67 03/17/22 Ballston Spa Ref-Deck 1 Scale;3/16"=1' _ _ Exterior Wall Hand B Rail Height Sub-floor Floor Joist G Plank Size Nailer Hanger , C Rim �_ �•— See home Joists ^ attachment detail See handrail � v attachment de all Beam Plates a 0 Deck E Post Beam Connector d HeightD post Metal Saddle �aG min.2" o Concrete Pier by Owner GRADE I.: �In-ground depth of footer , Beam 2. Ply Laminated, Rail Inside A: Deck Height: 3' C: Joist: W E: Beam: 2-2x10Lm B: Rail Height: 3' D: Post: WW" F: In-ground depth of footer: 0' G: Plank: 1X6 � f 1 II II I I 000 I 4" MAX. GAP I I I ra 010 :sE 000 el 100 0-1 LA . I I I 1 I I I I I I �- -� 06" MAX. I I GRADE -- -- ��' 4" BEARING BLOCK OR CONCRETE —�`—�— Stair Cross Section A: Run: 10" C -Rail Height: 3' E: Tread: 1X6 t B: Rise: 7 1/4" D: Deck Height: 3' F:'Riser: 1X8 Above tread,* STRESS ANALYSIS CUSTOMER: CHAD & MOLLY BLISS DATE: 03/16/22 DESIGN: DECK 1 REF: 22075112. ZP1 SALESMAN # TOM KELLER ------------------------------=------------------------ MEMBER STRESS FACTOR COMPOSITE TYPE SIZE FACTOR LOAD LOAD ------------------------------------------------------- JOISTS 2X8 DEFLECTION 12 PSF 16" BENDING 127 PSF SHEAR 119 PSF COMPRESSION 202 PSF 12 PSF BEAMS 2-2X10LM DEFLECTION 34 PSF BENDING 28 PSF SHEAR 43 PSF COMPRESSION 165 PSF 28 PSF POSTS 4X4 STABILITY 498 PSF BEARING 459 PSF 459 PSF ----------------------------------- TOTAL LOAD 12 PSF DEAD LOAD 10 PSF LIVE LOAD 2 PSF -----------------------------=-------------7----------- STRINGERS 2X12 DEFLECTION 720 PSF BENDING 603 PSF SHEAR 428 PSF COMPRESSION 1656 PSF ----------------------------------- TOTAL LOAD 428 PSF DEAD LOAD 10_ PSF LIVE LOAD 418 PSF ---------------------=--------------------------------- BUILDING SKETCH 143.0' ih r N OA v �QoNr � r trj 17.0' �. ti° 'rr N Q'd � rf ti F��g6�'aQoo �Btititi 'r s Af ;ley' Scale = 1 :30 Qo fr ti� ti� ,y'7 '9 100.0' ©Starcap Marketing,LLC.dba Apex Software