AST-0567-2023 / :(m Office Use Only O'b 6--
Vt ) ACCESSORY STRUCTURE Permit#: 1"—( -202..
Town ofQueeen ry PERMIT APPLICATION Permit Fee:$ 14u
742 Bay Road,Queensbury,NY 12804 Invoice#: b d-2._v
P:518-761-8256 www.queensbury.net Flood Zone? Y Reviewed By:C*
9
Project Location: 441 Lockhart Mtn Road - Stairs Units 39-41
Tax Map ID#: 252.39-1 -1 Subdivision Name: N/A
PROJECT INFORMATION:
TYPE: ® 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
ElShed (<300 s.f.) IllSolar Panels (w/o rafter upgrades) ❑ 3-Season Porch ® Other:Stairs/Landings j7i)
I I u i' E ; 6 UARE FOOTAGE OF STRUCTURE:
f 1st floor: N/A
SEP 0 8 202
3
IE.....___ __-._ _i 2nd floor: N/A
6 TOWN OFQ2l IEENSBURY I N/A
r_._. f3UIL_DIi ^" Es. CODES __ 1 Total square feet:
Brief description of scope of project: Removal and replacement of the stairs and landings
leading from the parking lot to the entrances of Units 39 - 41 at TOW.
*Plans attached to application
Accessory Structure Application Revised June 2022
ADDITIONAL PROJECT INFORMATION:
1. Estimated Cost of Construction:$40,000.00
2. Are there any structures not shown on the plot plan? ❑ YES 0 NO Explain:
3. Are there any easements on the property? ❑ YES ® NO
DECLARATION:
1. 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 If,for any reason,the building permit application is withdrawn,30%of the fee is retained by the Town of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. If the 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. I 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 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: Northern Builders - Nicholas Denno
SIGNATURE: DATE: 08/25/2023
Accessory Structure Application Revised June 2022
CONTACT INFORMATION: PLEASE PRINT LEGIBLY OR TYPE, PLEASE INCLUDE AN EMAIL
• Applicant:
Name(s): Northern Builders
Mailing Address, C/S/Z: 33 Atwell Road, Porter Corners NY 12859
Cell Phone: 5187966694 Land Line: N/A
Email: ndenno@northernbld.com
• Primary Owner(s): •
Name(s): Top of the World HOA-Contact: Rick Waugh
Mailing Address, C/S/Z: 441 Lockhard Mtn Road Lake Geroge NY 12845
Cell Phone: 727-463-4925 Land Line:
Email: Propertymanager.tow@gmail.com
❑ 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): Northenr Builders
Contractor Trade: General Contractor /Builder
Mailing Address, C/S/Z: 33 Atwell Road Porter Corners NY 12859
Cell Phone: 518-796-6694 Land Line: N/A
Email: ndenno@northernbld.com .
**Workers' Comp documentation must be submitted with this application**
• Architect(s)/Engineer(s):
Business Name: Engineering America
Contact Name(s): Geroge Yasenchak
Mailing Address, C/S/Z: 76 Washington Street Saratoga Springs NY 12866
Cell Phone: N/A Land Line: 518-587-1340
Email: georgeyas3@yahoo.com
Contact Person for any questions regarding this project: Nicholas Denno-Northern Builders
Cell Phone: 518-796-6694 Land Line: N/A
Email: ndenno@northernbld.com
Accessory Structure Application Revised June 2022
Proposed Stair Plan
Scale: 114" = 1'-0"
I
INNER STRINGERS --- - -- --- J
2.02 PT
@ NOMINAL 16-in oc ,
OUTSIDE/END
STRINGER
(2)2xl2 PT
BOTH SIDES
INNER STRINGERS
2x12 PT
@ NOMINAL 16-in oc
Proposed Framing
Scale: 114" = 1'-0"
SIDEw,4
NOMINAL
HIGHER
LA1
i
Existing Stair Plan
Scale: 114" = 1'-0"
I
16-in DIA (2)2x10 16 in DIA
SONOTUBE� (—PT BEAM /-SONOTUBE I --HEADWALL
(2)2x10 PT
CDBEAM
CD
v
12-in DIA
SONOTUBE
LANDING I
(2)2x10 PT
o
BEAM
EL 96.00 LO
L, 2-in DIA
SONOTUBE
�r 6-4" rt 6'-6"
Proposed Foundation
Scale: 114" = V-0"
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NOTES:
1. Should the project become delayed for any reason, and the tin
between the beginning of the project and the date stamped by
Engineer exceed one (1) year the plans must be reviewed for I
Code changes by a licensed NYS Engineer or Architect prior t(
beginning construction.
Z. All construction shall comply with the Building Code of New Yo
State.
3. The contractor/owner shall comply with all laws, rules and
ordinances of any public authority bearing on the performance
the work.
4. The contractor is solely responsible for all construction means,
methods, techniques, sequences and procedures and for the
coordination of all portions of work.
i. The Engineer's Scope of Work does not include the review or
observation of the contractor's work or performance on this job
The Engineer is not responsible and is to be held harmless by
owner from any claim or suit whatsoever, including all payment
or costs involved arising from or alleged to have arisen from the
contractor's work to conform to design intent.
i. All measurements to be job / field verified and advise Engineer
any discrepancies prior to proceeding.
Drawings not to be scaled from for field work purposes.
3. All stairs.
a. Max rise 7" FILE COF
b. Min run 11 "
c. Nose N.A.
a. Trex treads and railings shall be installed in compliance with
manufacturer's instructions and recommendations.
frail & Guard Notes:
1. Handrails shall be provided on at least one (1) side of each
continuous run of treads or flight with four (4) or more risers
2. Handrail height, measured vertically from the sloped plane
adjoining the tread nosing, shall be not less than 34-inches
and not more than 38-inches.
3. Handrails for stairways shall be continuous for the full lengtl
the flight, from a point directly above the top riser to a point
directly above the lowest riser of the flight. Handrail ends sh
be returned or shall terminate in newel posts or safety
terminals.
4. Handrail Grip:
a. Type I. Circular cross section shall have an outside
diameter of at least 1-1/4" but not greater than 2".
5. Guards shall be located on all porches, balconies, ramps or
raised floors located 30-in or more above grade.
6. Guard height shall be not less than 34-inches.
7. Intermediate rails and spindles shall be placed so as not to
pass a sphere 4-inches or greater.
Concrete:
1. All concrete shall be minimum 3500-psi 28-day strength
2. Concrete shall be brown in color (Client to chose final color)
3. Final finish of concrete shall be "broom finish"
252.39-1-1 AST-0567-2023 100% Drawin,
HOA Top of the World For Constructi
441 Lockhart Mountain Rd, Units 39-41
Stairs and landings repair
Lxterior Stair Dc
Scale: As Shown
BY
REVISION
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DRAWN gy
DATE
August 28, 2023
PROJECT NO.
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22-0115-1
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SHEET NO.
Mails
A- 1
1
REVISION
72 PT
TEADER
IMPSON BC4 POST
3,2)2x
AP - INSTALL PERFGR
6'-0"
SPECS
---4x4PTPOST
SIMPSON OR EQUAL
o 0
0 0
VOTUBE TO
BE MINAFG
BASE
FASTEN TO WALL
PT (2)2x10 LEDGER
W/(5) 2' H/LTI KB-3
8-in DIA SONO TUBE TO MIN,
STAINLESS STEEL
48 in BFG
USE EXISTING IF POSSIBLE
Detail 3
BOLTS
Scale: N.T.S.
Detail 4
Scale: N.T.S.
TOP OF HANDRAIL
@34-38-in AFT MAX 3-15116'
SPACING
MAX 3-15/16"
SPACING
etaii D
-------------
TREX SIGNATURE
OR WOOD POSTS
AND RAILS
SEE HANDRAIL NOTES
IN NOTES
SET BOTTOM RAIL SO
THAT CANNOT PASS
A 6-in SPHERE
Typical Railing/Guard Detail
Scale: N.T.S.
SEE;
EXPA
MA
NOTE:
TREAD SHALL BE DARK BROWN
RISERS SHALL BE LIGHT BROWN
H ND RAILING SHALL BE LIGHT BROWN
1x3 TREX SOLID
RISER SPACED SO
CANNOT PASS
A 4-in SPHERE SEE PLANS NOTES:
—FOR RISE 1. #4 REBAR 12-in oc EACH DIRECTION
(2)2x6 TREX SET IN 6-in FROM EDGES
TREAD 2. PAD TO REVEAL MIN. 36-in CLEAR
VOID AREA 6 -6" IN FRONT OF LAST STEP
EXPANSION
2x12 P.T. MATERIAL
RISER /N 6 in
3 'n RiserDetaii 1'-0" f--� f—�1'-0"
SOLID RISER SEE PLANS Detail
�1—FOR RISE
(2)2x6 TREX Scale: 1/4" = 1'-0"
TREAD
2x12 P.T.
RISER
h Riser Detail
Detail 2
Scale: N. T. S.
#4 REBAR PINS
2-in INTO SIDEWALK
4-in INTO WALL
CONCRETE WALL
MIN 3500-psi
CONCRETE
CONTRACTOR TO QUOTE
BOTH OPTIONS FOR
CLIENT TO DETERMINE
WHICH DETAIL TO BE USED
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Detail 5a
Scale: N. T S.
DRILL & EPDXY #4
REBAR @ 24-in oc
(2)2x10 P.T. EXPANSION
LEDGE MATERIAL
SEE DETAIL 3-A2 \)\
SEE DETAIL 2-A2—,,,,\
TREX
DECKING
5'-10' t CONCRETE WALL
1 SEE DETAIL 5-A2
Proposed Section 1
Scale: 1/4" = 1'-O"
2x12 PT
STRINGER
SEE DETAIL 4-A2
TYPICAL ALL
SONOTUBES
0
WALL
T POURED CONCRETE
FOOTER
b
2'-0 '
NOTE:
NOTE:
#4 REBAR @ 12-in oc
(2)#5 REBAR HORIZONTAL
EACH DIRECTION SET
(4)-1-STEEL UP INTO THE
IN 6-in FROM EDGES
RETAINING WALL AND TIED
TO WALL REINFORCING
100% Drawings
For Construction
*air Details
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DRAWN gy
DATE
August 28, 2023
PROJECT NO.
22-0115-1
SHEET NO.
A-2