AST-0361-2021 Y— •- L
Office Use Only
ACCESSORY STRUCTURE Permit#: �Sr — 5�i 2-0 l
Town ofQuccnsbury PERMIT APPLICATION Permit Fee:$ I4�)
742 Bay Road,Queensbury,NY 12804 Invoice#:
P:518-761-8256 www.gueensbury.net Flood Zone? Y N Reviewed By:
Project Location: lap f Ott. In 04 C A� 10,Ai11 iom5- �W I Loc�i�iJ Mav,?ipv✓� �� La &6145� NY I&qJ-
l�n�� � 2N
Tax Map ID#: Z�Z ��- I _b Subdivision Name:
PROJECT INFORMATION: D
MAy � 4 2oz�
TYPE: [ Residential ❑ Commercial, Proposed Use:
_T OF Q &cob es
STRUCTURE:
BUILD
i
❑ Boathouse(with or w/o sundeck) ❑ Canopy ❑ Carport ❑ Cell Tower X 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: 3-1.b
2nd floor:
Total square feet: g7,b
Brief description of scope of project: 1& ��� a, PW �i��aI 46e tcc 011 O C4/7 exA.� 4 al
1 1 rc 1 11``
2 ' 2" wiAe-, AISO AA on 0- 9ivt �GG� ► l'Ae 4A�ycpSe, �v the- Fr .J of
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Accessory Structure Application Revised January 2021
sr.
ADDITIONAL PROJECT INFORMATION:
1. Estimated Cost of Construction:$$,000, u�
2. Are there any structures not shown on the plot plan? WYES ❑NO Explain: NVIVIel )VJ (04 P Uri'
►,T
bv 11r�l iA VreAl 0 f 1l t r6�6S �LG
3. Are there any easements on.the property? El YES Lj�f NO (A 114Mh11/I. ftlrtac 1 14 GA pprtviJ
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 If;'for any reason;_the'b.uilding permit application is withdrawn,30%of the fee is retained by the Town of
Queens
bury:After 1-year•frorn the initial application date, 100%of the fee is retained.
3. If the-work�is not �completecl,l by the 1 year expiration date the permit may be renewed, subject to fees
a nddepartment. approval.
4. 1 certify that thff application, plans and supporting materials area 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 surrey 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: Rai,• G �rtJ�
SIGNATURE: �nnv 1f'✓i.��e DATE: SIIZ 1 2-2 2-1
Accessory Structure Application Revised January 2021
• r i
CONTACT INFORMATION: PLEASE PRINT LEGIBLY OR TYPE, PLEASE INCLUDE AN EMAIL
• Applicant:
Name(s): RAG^ Frtoa-'-
Mailing Address, C/S/Z: IHk M-1 ( L c Gtp%t, KY 1U11
Cell Phone:(518�-)Nq-SSl) Land Line: - .S'b�l�
Email: S firt oLQ6 v,6 lI r Lp," r,
• Primary Owner(s):
Name(s): Rabz A 44,xavtde-
i Alvvol atn �� "411 V1 U t.c .6w(6{ IVY )itr�s
Mailing Address, C/S/Z: u 11 lo%��Pr
Cell Phone: (519) 90-9- 0571r- 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): gyy^ Ffl oG
Contractor Trade: &?&Le� I-
f j,
Mailing Address, C/S/Z: 1401 m4L gJ LAhr G w,6 c NY 1 2-,R�'1S
Cell Phone: Land Line:(5I$) (pbg-Sbgx
Email:
"Workers' Comp documentation must be submitted with this application"
• Architect(s)/Engineer(s):
Business Name: En9ina-Iri r� 4Mtrrcb- comps"I
Contact Name(s): C71prO&
Mailing Address, C/S/Z: -11� 1�ItSl.,,,��e� S4 , Scr�bS� Srr,n�5, my IZ1s06
Cell Phone: 47,1 g2Hs Land Line: (gig) 5-n-13�0
Email:
Contact Person for any questions regarding this project: 4.-, Fr[561-C
Cell Phone: �sl�� y�_S- Land.Line: (519) 5-6,gg
Email:
Accessory Structure Application Revised January 2021
Deck and Roof Design checklist
Is deck freestanding or attached
Footing
Sono tubes sized for posts 44 8" x6 12"
4�-Big foot or footing for roof load
Proper attachment to post and footing shown
y v
Proper flashing or waterproofing to structure shown ��
,J Attachment to structure shown on plans clA,s4v
W Galvanized or stainless steel bolts shown NO ZINC COATED
Hex headed bolts NO CARRIAGE BOLTS
Diagonal bracing shown for deck over 24"
Floor joists parallel to carrying beams
Deck post to beam attachment shown
Over 30" requires handrail
''�,;Over 30" requires guards
Over 30" requires guards @ 34" to 38" in height and handrails @ 34"-38"
ENGINEERING AMERICA CO.
8 Fielding Street
Glens Falls, NY 12801
518-615-0201
Georcaeyas3(a-vahoo.com E C E 0 V E
February 8, 2023
FEB U 8 202:3
Mr. John O'Brien
Building Inspector TOWN OF QUEENSBURY
Town of Queensbury,NY BUILDING g CODES
Re: As Built Report ��~
Unit 24 Deck
Top of the World
Dear Mr. O'Brien:
This letter will serve to state that Unit 24 deck plans were prepared by me or by someone under my
supervision.
The deck repairs were observed by me during construction, and the deck was repaired in substantial
compliance with the drawings provided to the Town of Queensbury,NY, and any changes during
construction were discussed between the Contractor and myself and approved by me prior to being
implemented.
If you have any questions give me a call.
OFfUss�rO ',i
Sincerely, �s�000�,M.
s�'r Bg4�!b�la
George Yasenchak, PE.
fi�%rRlGitV�
Cc: R. Waugh—ToW
SIMPSON OR EQUAL
HANGER- GALVANIZE EXISTING
OR S.S. r--DECK
(2)2x6 PT 2x6 PT DJ
BEAM 16-in oc EXISTING (3)2x8
END BEAM
s-a Section 1
A-1 Scale: 112" = 1 `-0"
NO CHANGES
EXISTING CENTER 1
NEWAUXILIARYPOST
POST TO REMAIN
ADDED TO MAIN POST
A
AS iS - WRAP WITH AUXILIARY POST
THRU BOLT O
CEDAR TO REMAIN
BOLTS APPROX. 20-24-in oc
WRAP WITH
FINISH BY WRAPPING
1 CEDAR
BOTH POSTS WiTH CEDAR
1
24'--O"
(F2-Dk 2nd Floor Deck Posts
A-1 Scale: 114" = 1 `-0"
MIN HEIGHT
36-in
F1-EI 1st Floor Elevation
A-1 Scale: 114" = 1 "-0"
STAIRS CENTERED POSTS AND SPINDELS
ON HOUSE TO COMPLY WITH HOA
STEPS TO GRADE
MAX 8-1/4" Ri SE
MIN 10-in RUN
3-in SPACING
24'
EXIST.
RETAINING
WALL
POST 2nd
FLOOR
EDGE OF EXISTING
. . . . .
. cl . . —_------fDECK
91
BEAM CANTILEVERS
(2)2x6 PT
o
"-PAST LAST S.T.
r6kAM.
N
z
NOTUBE
V(5)TYPICAL
8-in BFG
5 5 21
ROCK WHICHEVER
REVISION
Al
FtRST
1st Floor Foundation Plan SEND OF
F9-F STA1R PAD
A-1 Scale: 114" = 1'-0"
EXIST.
RETAII
WALL
POST 2nd
FLOOR
EDGE OF EXISTING
— — DECK
HANDRAIL @34-36"
AFT REQ'D BOTH SIDES
NEW RAILING
SEE DETAILS
S1
Af
5-5-21
EViSION
5-5-21 NOTE:
REVISION F1-Pr 1st Floor Proposed Deck Plan RAILING HEIGHT MUST BE MIN. 36"
A-1 Scale: 114" = V-0" SPINDEL SPACING SHALL HAVE MAX 3-15116" OPEN SPACE
SPACE BETWEEN BOTTOM RAIL AND DECK SHALL BE LESS
THAN 4-in -- SEE DETAILS
SIMPSON OR EQUAL
f (2)2x6 OST/BEAM CAP
BEAM GMAX OR SS
SIMPSON OR EQUAL
(2)2x6 OST/BEAM CAP
BEAM GMAX OR SS
MIN 4x4 PT POST
TOP - MIN 6-in AFG SIMPSON OR EQUAL TOP - MiN 6-in,
OSTBASE
GMAX OR SS
12 in 12-in
SONOTUBEr--GRADE SONOTUBE
4"-0" T-
(4)#4 REBAR PiNS Q2-0
4-in INTO SONOTUDRILL & EPDXY
4-in INTO BEDROCK CLEAR
D_2 End of Stair Pad Detail
A-1 Scale: N.T.S. NOTE.
CONCRETE SHALL BE 3500-psi
IIN 4x4 PT POST
SiMPSON OR EQUAL
POSTBASE
GMAX OR SS
2
NOTE:
ALL CONCRETE SHALL
BE 3500-psi MINIMUM
D-a New Sonotube Foundation
A-1 Scale: N.T.S.
F1-De 1st Floor Deck Demo Plan
A-1 Scale: 114" = 1'-0"
1st Floor Existing Deck Plan STAIRS
ARS
A-1 Scale: 114" = 1 "-0"
NOTES:
1. Should the project become delayed for any reason, and
the time between the beginning of the project and the date
stamped by the Engineer exceed one (1) year the plans
must be reviewed for NYS Code changes by a licensed
NYS Engineer or Architect prior to beginning construction.
2. All construction shall comply with the 2020 Existing
Building Code, Residential Code of New York State and
the Energy Conservation Construction Code of New York
State.
3. The contractor/owner shall comply with all laws, rules and
ordinances of any public authority bearing on the
performance of 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.
5. The Engineer's Scope of Work does not include the review
or site observation of the contractor's work or performance
on this job. The Engineer is not responsible and is to be
held harmless by the owner from any claim or suit
whatsoever, including all payments or costs involved
arising from or alleged to have arisen from the contractor's
work to conform to design intent.
6. All measurements to be job / held verified and advise
Engineer of any discrepancies prior to proceeding.
7. Drawings not to be scaled from for field work purposes.
8. All stairs:
a. Max rise 8 %"
b. Min run 9"
c. Nose 1 1/8"
Handrail & 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 ncsing, shall be not less than
34-inches and not more than 38-inches.
3. Handrails for stairways shall be continuous for the full
length of the flight, from a point directly above the top
riser to a point directly above the lowest riser of the
flight. Handrail ends shall 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 1-114" 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.
ECEOVIE
TOWN OF QUEENSBURY
LDING & CODES
TOWN OF QUEENSBURY
BUILDING DEPARTMENT
Based on our limited examination, compliance
with our comments shall not be constnted as
indicating the plans and s ciflcatlons are in
full compliance with the wilding Codas of
Now York State,
FILE COPY
TOWN OF QUEENSBURY
BUILDING & CODES DEPT.
Reviewed y: s
Date:
Robert
Extend24 Top of the World
deck : add stairs
1 00 % Drawings
For Construction
I st Floor Deck Re vision Plans
Scale: 114" = 1 "-O"
BY REVISION
9Y Rev 1.0 4-24-21
9Y Rev 2.0 5-5-21
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DRAWN gy
DATE
April 14, 2021
PROJECT NO.
21-2115
SHEET NO.
A -a