AST-0555-2021 Office Use Oniy
ACCESSORY STRUCTURE Permit#: T �cJ — 2021
roar:o£Ctucc 6�;�• PERMIT APPLICATION permit Fee:$ Zb0
742 Bay Road,Queensbury,NY 12804 Invoice#: 40 w [[
P:518-761-8256 www.gueensbury.net Flood Zone? Y ( I�) Reviewed By: j
Project Location: 43 Zenas Drive, Queensbury, NY 12804
Tax Map ID#: 301.12-3-43 Subdivision Name: Cresthaven
PROJECT INFORMATION:
TYPE: 2 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 2 Other: Workshop Building
SQUARE FOOTAGE OF STRUCTURE:
ist floor: 280 Square Feet
2nd floor:
Total square feet: 280 Square Feet
Brief description of scope of project:
14' x 20' building to be constructed on a pier foundation with a plywood deck
to be used as a woodworking shop.
ECEDd � .
JUL 21 2021
TOWN LpING 8 CODES Y
Accessory Structure Application Revised January 2021
CONTACT INFORMATION: PLEASE PRINT LEGIBLY OR TYPE, PLEASE INCLUDE AN EMAIL
• Applicant:
Name(s): Jonathan Wood
Mailing Address, C/S/Z: 43 Zenas Drive, Queensbury, NY 12804
Cell Phone: 518-538-1614 Land Line: N/A
Email:jonathangarrywood@gmail.com
® Primary Owner(s):
Name(s):
Same as above.
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)/Engi 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:
Cell Phone: Land Line: 2
Email:
Accessory Structure Application Revised January 2021
ADDITIONAL PROJECT INFORMATION:
1. Estimated Cost of Construction:$ 9,000
2. Are there any structures not shown on the plot plan? AYES ❑NO Explain:
8' x 10' storage building located on the back corner of the property. No permanent foundation.
3. Are there any easements on the property? ❑ YES 2 NO
DECLARATION:
I. I 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: Jon than W od
SIGNATURE: DATE: 7-21-2021
Accessory Structure Application Revised January 2021
Residential Plan Review: 1- and 2- Family Dwellings
Y/N/NA (1 of 2)
Two (2) full sets of plans
NJ--b Over 1,500 sq. ft. requires engineering stamp
Design loads on plans: 115 Wind Floor Loads 40 psf
(North of Rte. 149 60) 50 Ground Snow Load Sleeping Areas &Attics 30 psf
` Calculations Decks 40 psf
Wind design for lake front properties
Window schedule with glass size & main doors/Air leakage< .5 cfm for doors, < .3 cfm for
4 windows/Tempered glass in bathrooms
Door schedule/Main entrance 36" door
Emergency Escape or Bedrooms& Habitable Space
Above-grade: 5.7 sq. ft.
/ Grade: 5.0 sq. ft.
Iv 24" (h) x 20" (w) minimum
44" maximum height above door
Window control devices 24" or less 2"d story or 72" above grade
Egress window from basement 5.0 sq. ft.
Floor system sizing per table 502.3.1
Residential check ERI or Prescriptive method U�
Driveway length: 300' or more-12' width required/500' or more, turnaround required
f Foundation drainage on plans,if required
d jl- 6" drop in 10' exterior grade
Framing cross section for each roof line, vertical fire stopping every 10' where
required/joist spans pg. 127
& Ice & snow shield—24" from exterior wall
Platforms at exterior doors
Stairway headroom 6'8"; all stairs 36" width
Stair run and rise
Winder run and rise
rJ Spiral stairs meet requirements
Smoke detectors—battery backup & proper location, interconnected
Bathroom fixtures—proper clearance
�a Hall width-36" width
Handrails more than four risers on open sides
Railing &guards > 30"/basement stairs included/closed risers more than 4" in height
Safety glazing notes for required areas
Garage fire separation:%" gable end/5/8" under living space &%" on walls/20 min. door
and closer
Garage floor sloped
Attic access: gasket seal & R-value equal to roof insulation
Roof over 30"—22" x 30"/Crawl spaces 18" x 24" access
Residential Plan Review Revised March 2018
Residential Plan Review: 1- and 2- Family Dwellings
Y/N/NA (2 of 2)
Carbon Monoxide detector outside lowest sleeping area, on every level & interconnected
within 15' of sleeping area
Soil test results, if required
Septic to well or water line separation
�'- All paperwork signed
Note on plans energy saving light bulbs 75%
1� Blower door test agency paperwork
1� Floodplain Permit required —check map: 2 feet above flood elevation
�t Hurricane clips required
Ij ` Floors less than 2 x 10 covered by W gypsum or 5/8" wood panel
Manuals S &J required for heating system. Cold air return hard piped
Separate room for draft HVAC or hot water heater with fresh air
rj HRV shown and calculations
rV Baffles at eaves for insulations and knee walls
N Makeup air for range hood >400 cfm
Continuous header for garage doors to end wall
Chimney rain cap shown for fireplaces
Deck hold down shown not less than 4 lags and bolts per table 507.2
Residential Plan Review Revised March 2018
Overview of the project 1
The attached blueprint and drawings are for a 14' x 20' building to be used as a hobby
woodworking shop. Rather than building on a concrete slab as the prints show, this building will
be built on a %" plywood deck supported by a post and pier foundation.
Jon Wood
43 Zenas Drive
Queensbury, NY 12804
515r � 5 � 8 1,6
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JUL 21 2021
TOWN OF QUEENSBURY
BUILDING&CODES
301.12-3-43 AST 0555-2021
Wood, Jonathan
43 Zenas Dr
`. Workshop 280 s.f.
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1. THE TOTAL COMBINED HEIGHT OF BirrOOTSYSTFNIS(A)
FINISH GRADE FOOTING FORM MUST NOT EXCEED THIRTE5N FEET(13'),
2. SCREW CONSTRUCTION TUBE TO FOOTING FORM WITH
e- A MINIMUM OF FOUR(4)3/4"#8 WOOD SCREWS.
ON UNDISTURBED GROUND OR 4"-6"COMPACTED GRAVEL-
4. BACKFILL MUST BE PLACED UP TO A MINIMUM OF 2'TO
A MAXIMUM OF 6FROM THE BOTTOM OF THE FOOTING
FORM. THS OACKFILLIS INTENDED TO HOLD THE FOOTING
FORM ." PLACE,
5, BACKFILL SHOULD BE CONSOLIDATED WITH A MANUAL
PLATE TAMPER OR P '2 X 4"ON END. DO NOT STRIKE
CONSOLIDATE SO AS TO DISTORT THE SHELL OF THE
FOOTING FORM.
8.CHECK ALIGNMENTOF CONSTRUCTION TUBE AFTER
2'
' UNDISTURBED GROUND OR
BIGFOOT SYSTEM FOOTING FORM
4�8^COMPACTED GRAVEL
BELOW GRADE APPLICATION
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Post and Beam Details
Beams
Three Pressure Treated Double 2" x 8 beams spaced 7' on center across the 14' dimension of
the building. Each beam is supported by three 12" concrete piers spaced 10' apart (see pier
details).
Posts
Pressure Treated 4" x 4"
Fasteners
Post to Beam: Simpson Strong-TieBC Galvanized Post Cap for 4x Nominal Lumber or equivalent
Post to Pier: Simpson Strong-TieABA ZMAX Galvanized Adjustable Standoff Post Base for 44
Nominal Lumber or equivalent
Post Base to Pier: 1/2 in. x 8 in. Hot Galvanized Anchor Bolt
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TOwn of Queensbury Interactive Mapper https:flqbycis.queensbury.net/,,vebapp/default.htn-d?pid=301.12--'
Town Of Queensbury Interactive Mar%-,,er
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Selected Parcel: 301.12-3-43
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'TID '14827
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INEWNUMBER 1301.12-3-43
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