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AST-0581-2021 Office Use Only ACCESSORY STRUCTURE Permit#:--AS\ ' P�:bk • 202 ( Town ofQuec S6- PERMIT,APPLICATION Permit Fee:$ 1 •M 742 Bay Road,Queensbury,NY 12804 Invoice#: t P:518-761-8256 www.ciueensbury.net Flood Zone? , Y N Reviewed By: Project Location: I'll NIO-CChYdn Ld-ne Queeearsbury, M'y Tax Map ID M Z©i • 1 — Subdivision Name: -rV1e_ grove PROJECT INFORMATION: TYPE: Residential ❑ Commercial, Proposed Use: STRUCTURE: r ❑ 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: -):D 6 �V 1st floor: 2"d floor: Total square feet: Brief description of scope of project: DECE0VE AUG 0 9 2021 TOWN OF QUEENSBURY BUILDING& CODES Accessory Structure Application Revised January 2021 ADDITIONAL PROJECT INFORMATION: 1. Estimated Cost of Construction:$ i6 J 2. Are there any structures not shown on the plot plan? ❑YES 10 Explain: 3. Are there any easements on the property? ❑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 If,for any reason,the building permit application is withdrawn,30%of the fee is retained by the Town of Queensbury.After 1 year from the initial application date,100%of the fee is retained. 3. 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 lAve 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: Ai' H—ioYi.y-Sal vafezWt SIGNATURE: �'� � DATE: , 1 U Accessary Structure Application Revised January 2021 CONTACT INFORMATION: PLEASE PRINT LEGIBLY OR TYPE, PLEASE INCLUDE AN EMAIL • Applicant• Name(s): A+A.ANA SIvo-red Z� t�i7 Lane e edhr Mailing Address, C/S/ : '7�( 1 Cell Phone: 5f a -6-93- Land Line: Email:A-a l-I5ct1vc--Li-e-zrzq`D5 y1a1`1� can-) Primary Owner(s): Name(s): Sa-rA-0 6-5 &bigve, Mailing Address, C/S/Z: Cell Phone: Land Line: Email: 1 Check:if all work will be performed by property owner only • Contractor(s): (Li-st 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: CL> �` - �'��✓�-� Contact Name(s): NI 14Vi Mailing Address, C/S/Z: Z41,C1 �"q &q ROLL (. Q&teen.5bLI-rye 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 Y61s deck freestanding or ttach'ed\ YeiFooting YSL- Sono tubes sized for posts_4X4 6X612" Big foot or footing for roof load tProper attachment to post and footing shown *- Proper flashing or waterproofing to structure shown l� Attachment to structure shown on plans i�— Galvanized or Stainless Steel Bolts shown NO ZINC COATED KHex headed bolts NO CARRIDGE BOLTS ".,*Diagonal bracing shown for deck over 24" —*Floor joist parallel to carrying beams —16 Deck post to beam attachment shown Over 30" requires handrail AOver 30" requires guards lc&ver 30" required guards @ 34"to 38" in height and handrails @ 34"—38" N O rl v� D ECEaVE FILE COPY 0 ti AUG 0 9 202, M a TOWN pF QUEENSBURY BUILDING&CODES c O 'J t0 ~tV t O i NN � ` v T4 > � e TOWN OF QUEENSBURY BUILDING DEPARTMENT Based or,our limited examination,compliance with our comments shall not be construed as TOWN OF QUEENSBURY indicating the plans and specifications are in BUILDING & CODES DEPT. full compliance with the Building Codes of New York State. Reviewed Date-• Lt Curtis Lumber 885 Route 67 Top View , Tony&Tricia Salvarezza Ballston Spa Q8104121 Ref:back deck Scale:To fit 21' 3' 2' S' 1' 9' 2' 7' 3' 2' 5' 9' RU (U IN � U oW O [A ao -P O � 0 VI 2-2x10Lr� Beam OD xU( °7 I,GXG 2IN SONG TUBE Post 4 2' Plan View Curtis Lumber Tbny&Tricia Salvarezza 885 Route 67 08/04/21 Ref•back deck Ballston Spa Scale:3/16"=1' P C H A A LA LABEL LENGTH BEVELS LABEL LENGTH BEVELS A 1.1.t I2) 6'10 11:a 11..01. 7'3• 1145 214E 6 J.1.1 17'6 1114• 1 rim 6'10 112• C J.1.1(B) 1T 6 1R' j f.W. 21.3• 1)46 2146 D loll 16'6 314• FO R45 J 11m 21.1 112• K f.fah 15• 1143 210 F 16'11 114' FO R43 Krim 17.0114. 7.6tl4• O r..e1 0 10-0 314• 1)0 2145 L rim 5'7 3140 1)0 2)45 G 11m 10'0 Oq' M rim 2'11 11W 1I4S 2]45 H Well 2'631" t)45 2)45 H flm 7'7114, 11 2]46 H rim 2'6• O rim 2'11 112• 1]4.1 2]4S , P rim 1'7 014' 1]46 210 1 Cut List Curtis Lumber Tony&Tricia Salvarezza 885 Route 67 08/04/21 Ref:back deck Ballston Spa Scale: 1/8"=11 10'10 3/4' B 5'3 1/2' Nil T211' 3 3/4' BEAN{ BEAM POST POST LABEL LENGTH COUNT SPACING A 21' 1 112" 3 9110, B 21' 1 1/2" 4 6' 6 3/4" Post spacing is measured center-to-center. Depth of concrete footers --- 48" i Beam Layout Curtis Lumber Tony&Tricia Salvarezza 885 Route 67 08/04/21 Ref back deck Ballston Spa Scale:3/16"=1' � sl 18' 6' 2 1/2" 5' 7/8" 5' 7/8" � o N O N x W D 07 El` m N x roN a N cc W 07 Ln T a Im a 5' S 13/32"5' 5 13/32" 1 r 5' 5 13/32° B) G) 5'9' C) 1 !1 5'10- 0 2 I 6'3- D 2' 1 8.9- J 7' O 17'9- O) 17's- 0 17'9" O 17'9- O) 17'9- O 17'9- $ O) 17'9- O) 17'9• O) 17'9- A O) 17,9- O) 17.9- O) 17'9- O) 17.9- ILO) t7'9' O) 17'9- O 17'9- O) 17.s- 3' O 17'9" L 10'3- K)10- N 11.7- K) a'8- tY L) 10.3" K)10' h N 11'7- K) 8'8- L 10'3- K) 10' ' N 11'7- K) 8'8' L) 10'3• K) 10' N) 11'7- K) 8.8- L) 10'3- K 10' N) 11.7- K) We" L 10'3- K) 10' N 11'7• K 8'8• ' Q 21'2• P-iank Layout Curtis Lumber Tony&Tricia Salvarezza 885 Route 67 08/04/21 Ref.back deck Ballston Spa Scale: 1/4"=V _ .`'y,��++ � �+t 7 r l t p '+t tl �' t I f ✓' y , ,'<;,f ' x 1tt f.+ J� t tt � f '.t � � �ry SI +(�r �����,+�/y-fy r �y f+���1'•'� ��yt�'y � I ��` '1 yt�y'l ft y�•rf p' y` I rr✓!r r��r 7�a/�?j r/f t/r;'�rt<'f�y' M � 1+ +{ t 1, � • +�A". 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