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AST-0287-2021 Office Use Only [rCFSSORY STR APR 2 8. 2�J24 RE Permit#. PE;T— b289-"2021 Town ofQueensbury T law�TIO Permit Fee:$ I�q0 742 Bay Road,Queensbury,NY 12804 Invoice#: P:518-761-8256 www.gueensbury.net Flood Zone? Y N Reviewed By: Project location: 1pf>to ' , ooe Ciu (Z201-1 Tax Map ID#: 0 Subdivision e: PROJECT INFORMATION: TYPE: X Residential ❑ Commercial, Proposed U e: - 7 STRUCTURE: ❑ Boathouse(with or w/o sundeck) ❑ Canopy ❑ Carport ❑ Cell To Deck ❑ Detached Garage (>300 s.f.) ❑ Dock ❑ Gazebo ❑ Pavilion ❑ Pole Barn ❑ Porch amp ❑ Shed (<300 s.f.) ❑ Solar Panels(w/o rafter upgrades) ❑ 3-Season Porch ❑ Other: SQUARE FOOTAGE OF STRUCTURE: 1st floor: 2nd floor: Total square feet: -:�7-7 V Brief description of scope of project: a 7L t� �_ C� T'h C(ZC 1 S 6- 0 (Z ire�"Z l�9�( l'�- P�4�p�f t�'D t' t� o L �z) pool, fr SST i GI P� cti.D ?'0 �� , ns s rdt e��A 3J� C DEG -re (3 I 66 R W D tra:J N two -r 5 /& � l ���5 iy) Accessory Structure Application Revised January 2021 ADDITIONAL PROJECT INFORMATION: 1. Estimated Cost of Construction: $ i 2l i o D d 2. Are there any structures not shown on the plot plan? OYES ISNO Explain: 3. Are there any easements on the property? ❑ YES 9 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 If,for any reason,the building permit application is withdrawn, 30%of the fee is retained by the Town of Queensbury.After 1 year from the initial application date, 100%of the fee is retained. 3.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 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: �/c�✓�a�' SIGNATURE: i`� /; ��. DATE: Accessory Structure Applicatlon Revised January 2021 CONTACT INFORMATION: PLEASE PRINT LEGIBLY OR TYPE, PLEASE INCLUDE AN EMAIL • Applicant: Name(s): I::;"-Tye d))14-A10PLAe Lit Mailing Address, C/S/Z: /--5- Cell Phone: ..5IJ'- 9ss'� O/q Land Line: Email: mcLr,:� Ali �a@-N�� ,tcr�- • Primary Owner(s): Name(s): --Zak Mailing Address, C/S/Z: 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" • 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: Ql Cell Phone: Land Line: Email: Accessory structure Application Revised January 2021 Deck and Roof Design checklist Is deck freestanding or attached Footing Sono tubes sized for posts 4x4 8" 6x6 12" �4&13ig 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 W Hex headed bolts NO CARRIAGE BOLTS -L�A- Diagonal bracing shown for deck over 24" Floor joists parallel to carrying beams I-r-1 Deck post to beam attachment shown �J Over 30" requires handrail ��J Over 30" requires guards Over 30" requires guards @ 34" to 38" in height and handrails @ 34"-38" 4t 4 r�k ..Ijf - - C � �Av LL ' i CURTIS LUMBER 1 349 Leroy Rd } Williston i (800)555 1212 �'Ylr1-N o�lL� 0 Pam) --9 0 � �,� CURTIS LUMBER 349 Leroy Rd Williston (800)555 1212 114 O Vv e -pro PO-5eo ---------------------- - - Ell - "'- - -- -III---- 01 - i l W JIllll- N t- -- ...-- --- - ._.:_ T- CURTIS LUMBER i 349 Leroy Rd Williston r � T �N Fig v F ^^� j f ti _` v`► BEAM BEAM POST POST S�S LABEL LENGTH COUNT SPACING A 29 10 1/2" 4 8'1 3/4' i� B 31'10 1/2' S 7'71/4" C 31'10 1/2' 4 10'1 3/4' D 6'9 1/2" 2 5'4" Cym E 7'6 1/2' 2 6'1" /11 Post spacing is measured center-to-center. Depth of concrete footers--- 48" 1 a i a ICURTIS LUMBER 349 Leroy Rd Williston 1 (800) 555 1212 r t, /go-fv 'Peo pd,,4019 - IF- ---fA} A— �r - FBI- - .. _ -- -- - --- - — n- LABEL LENGTH BEVELS LABEL LENGTH BEVELS E rlm 25-101/2' B lol al(20) f9'7 112' F larcla 11 3/4' 1145 2)45 C feaela J2 1)45 2)45 F rlm 11: C rlm 31'10 f/2' G laacla 0'3/4' 1)45 2N5 D las•c!a 20• I)45 2)45 G flm 8' D rlm 18'7 1/2' H leecla 0' 1N5 2)45 E faacle 28' 1)45 2)45 CURTIS LUMBER 349 Leroy Rd Williston (800)5551212 I Exterior Wall Hand Rail Height Sub-floor Floor Joist Plank Size Nailer Hanger �\ ' t �— c Rim I t �- See home Joists � � � attachment detail See handrail attachment de all J1 E Beam Plates Deck Post Beam Connector , Height `Post G L` Metal Saddle i t o min.2" Concrete Pier by Owner GRADE in-ground depth of footer Beam 3 Ply (Laminated, Rail Outside Rim i A: Deck sleight: 1' 4" C: Joist: 2x8 E: Beam: 3-2x8Lm B: bail Height: 3' B: Post: 6"x6" F: In-ground depth of footer: 4' G. Plank: 1X6 l I � CURnS LUMBER 349 Leroy Rd Williston (800)555 1212 \\ DIGITAL 2020 Residential Code of New York RSW CODES State • III k First Printing:Nov 2019 SECTION R507 EXTERIOR DECKS TABLE R507.9.1.3(1) DECK LEDGER CONNECTION TO BAND JOISTa,b(Deck live load =40 psf,-deck dead load = 10 psf, snow load s 40 psf) JOIST SPAN CONNECTION DETAILS 6'and 6'1"to 18'1'to 110:1"to 12'1-to 14'1"to 16'1"to less 8' 10' 12 114' 116' 18' On-center spacing of fasteners 1/2-inch diameter lag screw with'/2-inch 30 23 18 15 13 11 10 maximum sheathingF.d 1/2-inch diameter bolt with 1/2-inch maximum 36 36 34 29 24 21 19 sheathings 1/2-inch diameter bolt with 1-inch maximum 36 36 29 24 21 18 16 sheathings CONNECTION DETAILSJOIST SPAN6'and less6'1"to 8'8'1"to 10'10'1'to 12'12'1"to 14'14'1"to 16'16'1"to 18'On-center spacing of fasteners 1/2-inch diameter lag screw with'/2-inch maximum sheathings,d 302318151311101/2-inch diameter bolt with 1/2-inch maximum sheathings 363634292421191/2-inch diameter bolt with 1-inch maximum sheathings 36362924211816 For SI: 1 inch = 25.4 mm, 1 foot = 304.8 mm, 1 pound per square foot = 0.0479 kPa. onTlu b. Snow load shall not be assumed to act concurrently with live load. c. The tip of the lag screw shall fully extend beyond the inside face of the band joist. d. Sheathing shall be wood structural panel or solid sawn lumber. e. Sheathing shall be permitted to be wood structural panel, gypsum board, fiberboard, lumber or foam sheathing. Up to 1/2-inch thickness of stacked washers shall be permitted to substitute for up to 1/2 inch of allowable sheathing thickness where combined with wood structural panel or lumber sheathing. Copyright © ICC All Rights Reserved. Accessed by David Hatin on 0413012021 pursuant to License Agreement with ICC.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. IM& DIGITAL 2020 Residential Code of New York AMMJ CODES State gas First Printing:Nov 2019 SECTION R507 EXTERIOR DECKS z STAGGER FASTENERS. H IN 2 Rows ® © 5.5'PAIN.FOR 2 X S' 'DISTANCE SHALL'6E PFw.inTED TO 5'MAX 6.5-MIN.FOR.2 X 10 BE REDUCED TO4.5".IF LAG SCREWS' ® � ®'197'ul Y 7.5"-MIN.FOR2 X 12 ARE USED OR BOLT.SPACINGJS ' REDUCED TO THAT OF LAG'SCREW S TO ATTACH 2 X a LEDGERS TO 2 X 8 2'MIN. BAND JOISTS_ LEDGER LAG SCRew OR BOLT 3/4"MIN. For SI:1 inch=25.4 mm. FIGURE R507.9.1.3(1) PLACEMENT OF LAG SCREWS AND BOLTS IN LEDGERS Copyright © ICC All Rights Reserved. Accessed by David Hatin on 0413012021 pursuant to License Agreement with ICC.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. 4 pECE0 E APR 2 8 2021 TOWN OF QUEEN Y BUILDING&CODES ° �� , TOWN OF QUEENSSURY 6 x ' � � BUILDING & CODES DEPT. _. _ _ Reviewe By' N` s ! i Date: 3 a �,\ T f t -7-� 1 TOWN OF QUEENSBURY ff � BUILDING DEPARTMENT _ 7 Basdd on our limited examination,compliance I { with ppur comments shall not be construed as .indicbting the plan and specifications are in , 1 ATTE full Compliance w h the Building/Codes of / N®WYork State. /• ( �— s I - -iq TION — _ �0 sa =3 rc YOU ara �rmillar 1.'4lh S�,��3 r — -� You era req�!lred to rrvDofi Ali c-ippilvaW,03d93 ! F 23 . tip of iri �i^��svgt , 301.6-2-4 AST 0287-2021 Mandwelle, Jonathan 15 Sycamore Dr i Deck 544 s.f.