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AST-0718-2021
' 1 Office Use Only ACCESSORY STRUCTURE Permit#: NGN'" D'4-ib PERMIT APPLICATION Town ofQueensbury Permit Fee:$ 742 Bay Road,Queensbury,NY 12804 Invoice#1 ?J P:518-761-8256 www.aueensbury.net Flood Zone? Y Reviewed ByC'II'� Project Location: Z51 KG n II-IJ13 pd• Tax Map ID#: *307,• 1-7 , Z.qg, Subdivision Name: #Wleo All1. PROJECT INFORMATION: TYPE: -A Residential , ❑ Commercial, Proposed Use: 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: �q Z Sa�Fr 2nd floor: Total square feet: Brief description of scope of project: DECEOVE reM o we 4- r-e f l cc C" 6"r SEP 2 9 2021 TOWN OF QUEENSBURY BUILDING& CODES Accessory Structure Application Revised January 2021 v � ADDITIONAL PROJECT INFORMATION: 1. Estimated Cost of Construction: $ qo 0 00.`�`' 2. Are there any structures not shown on the plot plan? ❑YES KNO Explain: 3. Are there any easements on the property? ❑ YES NO I 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 If,for any reason,the building permit application is withdrawn, 30%of the fee is retained by the Town of Queensbury.After 1 year from the initial application date, 100%of the fee is retained. 3.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: SIGNATURE: DATE: �29Z� Accessory Structure Application Revised January 2021 CONTACT INFORMATION: PLEASE PRINT LEGIBLY OR TYPE, PLEASE INCLUDE AN EMAIL • .Applicant: Name(s): pi" )-vmr tx't ;on- Ut (m4# S,+u,alrrs� Mailing Address, C/S/Z: 'f Cell Phone: 51Y-723- 5'0 -9 Land Line: 5i� z'y°oo Email: A1444ew Saa-Alas 22 • Primary Owner(s): Name(s):4DH� f (>^is lb-Sot, Mailing Address, C/S/Z: Zg ff,do%+ /fi7/s Gar �Qy Cell Phone: Land Line: 57p-793-s,&v Email:J O%ie AASCA ®ro4 fu0nu.&OM ❑ 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): 12iGN lki", C5>sreePois L L& Contractor Trade: Au wo&V, Mailing Address, C/S/Z: 17403 Cell Phone: 511r-ZII - Sail Land Line: 5-1cl- -7g7--9°o 0 Email: mclifkew sew, Is 37,& yH,ai�•Gar "Workers' Comp documentation must be submitted with this application" • Arch itect(s)/Enei nee r(s): Business Name: Contact Name(s): Mailing Address, C/S/Z: Cell Phone: Land Line: Email: Contact Person for any questions regarding this project:MQ+ SAV,ltf Cell Phone: Land Line: $iY•'x2-5ova Email: nna*,eew 4v�4,s 32p Jc►ria; .Caw• Accessory Structure Application Revised January 2021 Deck and Roof Design checklist Is deck freestanding o Footing Sono Sono tubes sized for posts--(58" 6 x 6 12" �'� A& Big foot or footing for roof load XProper attachment to post and footing shown r Proper flashing or waterproofing to structure shown Attachment to structure shown on plans Y Galvanized or stainless steel bolts shown NO ZINC COATED IrI6 Hex headed bolts NO CARRIAGE BOLTS Diagonal bracing shown for deck over 24" '�r - Floor joists parallel to carrying beams Deck post to'beam attachment shown >� Over 30" requires handrail 4VOver 30" requires guards XIk Over 30" requires guards @ 34" to 38" in height and handrails @ 34"-38" Revised 4/15/2021 I , „ ,b '� °� J tk 8B o ' i i � \ i I _i ct fq i 2 STAGGER FASTENERS IN 2 ROWS © p 5.5'MIN.FOR 2XB' 'DISTANCE SHALL BE PERMITTED TO 5"M 6.5"MIN.FOR 2 X 10 BE REDUCED TO 4.6"IF LAG SCREWS O O © 7.5"MIN.FOR 2 X 12 ARE USED OR BOLT SPACING 1S REDUCED TO THAT OF LAG SCREWS TO ATTACH 2 X 8 LEDGERS TO 2 X 8 2'MIN BAND JOISTS. LEDGER LAG SCREW OR BOLT 314'MIN. For SL I inch=25A mm. FIGURE 13507.2.1(1) PLACEMENT OF LAG SCREWS AND BOLTS IN LEDGERS RS07,2.4 HOLD-DOWN OR SIMILAR TENSION DEVICE FLOOR SHEATHING NAIUNGAT� 6"MAXIMUM ON CENTER TO 2 locations JOIST WITH HOLD-DOWN 1 + + + + + } FLOORJOISTJ DECKJOIST FIGURE 507.2.3(1) DECK ATTACHMENT FOR LATERAL LOADS �R SHEATHING NOTE: SIDING THIS DETAIL IS APPLICABLE WHERE FLOOR JOISTS ARE FLASHING FOR PARALLEL TO DECK JOISTS. WATERTIGHTNESS DEMING ° APPROVED JOIST HANGERS 2"MIN. 2x LEDGER WITH FASTENERS IN ACCORDANCE WITH TABLE R507.2 1 HOLD-DOWN DEVICE MIN 750 LS.CAPACITY FLOOR JOISTS AT LOCATIONS,EVENLY DISTRIBUTED ALONG DECK AND ONE WITHIN 24°OF EACH END OFTHE LEDGER.HOLD-DOWN DEVICES 'Si °�py � /�' HOLD OWALL N MANUFACTURER, CD[UUREJOIST ISTPER 11 — ----- -- -- AFULLY THREADED°Ie'DIAMETERLAG - ~' — -- - - -— --- SCREW PREDRILLED W1MIN.3"PENETRATION TO CENTER OFTOP PLATE,STUDS,OR HEADER. FIGURE R507.2.3(2) DECK ATTACHMENT FOR LATERAL LOADS vo ODA TOWN OF QUEENSBURY BUILDING & CO ES DEPT. Reviewed By: Dates _ -- � t _ L TOWN OF QUEENSBURY SEP2 9 202. BUILDING DEPARTMENT Cc Based on our limited examination,complian e TOWN OF QUEENSBURY with our comments shall not be construed BUILDING c indicating the plans and specifications are in & CODS full compliance with the Building Codes of ' New York State. 302.17-2-48 AST-0718-2021 Mason, Sohn &3anis 28 Hidden Hills Dr Deck 192 s.f. it