AST-0057-2023 Office Use Only
ACCESSORY STRUCTURE Permit#: BSI—O • 7.025
Town ofQuueensbury PERMIT APPLICATION Permit Fee:$
742 Bay Road,Queensbury,NY 12804 Invoice#: ) i'
P:518-761-8256 www.queensburv.net
Flood Zone? Y N. Reviewed By:
Project Location: Ci [`'S , Iic7Vlh f d' 1. UeP(34/r' Ny
Tax Map ID#: 3 t C 7" 1,--.6 , I Subdivision Name:
IrCEOVE0
PROJECT INFORMATION:
TYPE: IN Residential CICommercial, Proposed Use: FEB 1 0 2023
TOWN OF QUEEN"BURY
BUILDING& CODES
STRUCTURE:
❑ Boathouse (with or w/o sundeck) 0 Canopy IT Carport ❑ Cell Tower 0 Deck
❑ Detached Garage(>300 s.f.) ❑ Dock ❑ Gazebo ❑ Pavilion ❑ Pole Barn ❑ Porch ❑ Ramp
❑ Shed (<300 s.f.) 0 Solar Panels(w/o rafter upgrades) ❑ 3-Season Porch 0 Other:
SQUARE FOOTAGE OF STRUCTURE:
1st floor:
2"d floor:
Total square feet:
' O
Brief description of scope of project: I g X 4 a a riPd rl—
Accessory Structure Application Revised June 2022
ADDITIONAL PROJECT INFORMATION:
00
1. Estimated Cost of Construction:$
2. Are there any structures not shown on the plot plan? YES ❑ NO Explain: S .11,'81
3. Are there any easements on the property? El 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 If,for any reason,the building permit application is withdrawn,30%of the fee is retained by the Town of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: f /c091 • a r `L
SIGNATURE: DATE: 'D e -3
Accessory Structure Application Revised June 2022
I 1
CONTACT INFORMATION: PLEASE PRINT LEGIBLY OR TYPE, PLEASE INCLUDE AN EMAIL
• Applicant: /j�
Name(s): l[ (4wt
Mailing Address, C/S/Z: / 444,s7¢ 1mM tec/(/' 6oPee v1- /Jy /4i1
Cell Phone: 3?a- 7c/5/- /32'3 Land Line: 6/E - �793-
Email: .Lp 1.5V"u/ v ne)Ec ; C 144
• Primary Owner(s):
Name(s): � ,y� �
Mailing Address, C/S/Z: S , �/
Cell Phone: Land Line:
Email:
Check if all work will be performed by property owner only
• Contractor(s): (List all additi nal contr ctors on th back of t i fo, m)
Contractor Name(s): 4-c/FrOA oGL PasP 44Pn r- — A'/ / GCS NSI-5
Contractor Trade:
Mailing Address, C/S/Z: •
Cell Phone: Land Line: PK %b --.5,47/
Email: - -
**Workers' Comp documentation must be submitted with this application**
• Architect(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: QAi cox*"
Cell Phone: Land Line:
Email:
Accessory Structure Application Revised June 2022
_ _
• Deck an f ' R of esig• n
checklis
/1"- Is dec freestanding or attache
Footing
ono tubes sized for posts ( 4x48" 6x6 12"-.-�>CraZ +� ���'
•
Big foot or footing for roof load
7J
7� Proper attachment to post and footing shown
F> Proper flashing or waterproofing to structure shown
/l.mot.,
L( Attachment to structure shown on plans
IA Galvanized or stainless steel bolts shown NO ZINC C COATED
((A Hex headed bolts NO CARRIAGE BOLTS
qiC; iagonal bracing shown for deck over 24"
lloor joi
�4F sts parallel to carrying beams
?` Deck post to beam attachment shown
MA Over 30" requires handrail
_I__ Over 30" requires guards
,, ��q
"lAOver 30" requires guards @ 34" to 38" in height and handrails @ 34"-38"
Revised 4/15/2021
1/4'�= 1'0'
f8'-8' 8'-8' 8'-8.
EXISTING GARAGE
SIDE ELEVATIONS
scale
1/4' = 1'0'
11'-103'
4x4 post on Tecno
Post with cap
4x4 post with LPC cap
each side of beam
8'-8'
26'
F❑❑TING PLAN
scnle
1/a• = 1'0•
SGPIC
1/4' = 110'
12,
NOTES FROM DESIGNER
STRUCTURE MUST
BE REVIEWED AND APPROVED BY A LICENSED
ENGINEER OR LOCAL BUILDING DEPARTMENT BEFORE CONSTRUCTION
BEGINS, DESIGNER
IS NOT RESPONSIBLE FOR STRUCTURAL CALCULATIONS,
ALL MEASURE TO
BE FIELD VERIFIED ELEVATIONS MAY CHANGE BASED
ON VERIFICATION.
IF THERE IS A CONFLICT WITH ANY PART OF THIS
PLAN OR CHANGE
TO THE PLAN. BUILDER OR HOME OWNER IS TO CONTACT
DESIGNER BEFORE
CONSTRUCTION BEGINS. IF DESIGNER IS NOT NOTIFIED
HOME OWNER AND
BUILDER PROCEED AT THEIR OWN RISK. ALL EXISTING
SUPPORT AND DIMENSIONS T❑ BE FIELD VERIFIED. BUILDER IS
RESPONSIBLE FOR
ALL BUILDING CODE COMPLIANCE AND PROPER
INSTILLATION OF
ALL MATERIAL.
EXISTING GARAGE
if N
�} X
S p
N -3
X p
OI y,
n h
o A
A «.
i N
e+
;D O
w, n
2 ply 7Ye LVL
FF= _
26'
PLAN VEIW
scale
1/4` = 1'0'
4x4 post with LPC cap
each side of beam
FRAMING NOTES
* ALL FRAMING LUMBER MUST BE #2 AND BETTER SPF KD
OR BETTER.
* ALL SHEATHING MUST BE APA RATED
w ALL STUDS, JOIST, & RAFTERS 16' ❑.C. UNLESS
OTHER WISE STATED, TRUSSES SPACED ACCORDING TO
MANUFACTURES SPECIFICATIONS.
* ALL LUMBER IN CONTACT WITH CONCRETE OR GRADE
MUST BE TREATED.
X ALL SUPPORT COLUMNS MUST MAINTAIN SOLID BLOCKING TO
FOOTING OR FOUNDATION
A ALL EXTERIOR STEPS AND RAILINGS WILL BE DETERMINED
BY FINAL GRADE
12'
2x4 perUns 24' o.c,
2x10 rafter 16' o.c. with Rut
hanger at ledger
metal roofing
2x6 sub facsia
2x4 latterat I
4x4 post with LPC c
side
4x4 post on Tecno Post with
GROUND
SNOW
LOAD
WIND
SEISMIC
DESIGN
CATEGORY
SUBJECT TO DAMAGE FROM
WINTER
DESIGN
TEMP
ICE SHIELD
UNDERLAY
REQUIRED
FLOOD
HAZARDS
SPEEDtrIh>
P
WEATHERING
LINEI
DEPTH
TERMITE
DECAY
60
Jw
C
Severe
48'
Slight to
S ight to
-10
4'
No
Moderate
Moderate
IoLP 0 VIE
FFEB10 2023 11
TOVJN OF 01)EEaNS n
BUiLt7P�# BURY
TOWN OF QUEENSBURY
BUILDING & CODES D T.
Reviewe
Date: T
TOWN OF QUEENSBURY
BUILDING DEPARTMENT
Based on our limited examination, compliance
with our comments shall not be construed as
indicating the plans and specifications are in
full compliance with the Building Codes of
New York State.
IV
i
FILE COPY
308.17-1-51.1 AST-0057-2023
Harny III, William
158 W Mountain Rd
Carport 312 s.f.
drawn
T❑CKMAN
345 BIG BAY ROAD ;Met
CAR PORT PLAN 1
1 OF 1
t,,.%
.
, . . ,
A I.,
i ,ormte.treV Ae,712,ty l'-'2-1 ." .7 7/.
. 'tilli
.
. 1
1 FEB 10 2023 1-01 i I
i
TOWN OF QUEENSBURY
BUILDING 8, CO ,,
. ___________ ; ,,-
0/W7 0.5.1\ii
paiki-,1-77,-7'774.. •,..,.-•rr,--.7,t'.7 -7'7'7• 0 -',••
OTG1/44-NOY/
IV //POW
_________= ,---= -..w.,
i-i 7E1" .... .... -.1
•:: .
—
, .7 - 1 1----------__.
- ,-., " .-.• .r>.r I , r4 • .
-.. .' ... •• .• %'' • '.'. .. 7-777...,..._.. ;• ' • r" ,r V' II
... • . • '• • .•- il -:. ..` :•• :
A .
. .., ... .. :,•„• •• •,.. _.....
.c, . ••: , a.0 et c( .. . . .. r-
,..- .,----7----•._-,-=--.-,--_--„_-
,,. ;7 ----,,_ ..-.-1_ ,_&411,,:e.". . _,,:,.,,j_,:.;,. . .•_:4.,::„.1.....-0;:, 4,,,,'i.•',Koti . cri,glia•rii ,::,..,•••• •T;ip;w:-...".d..ir....._......:,:i, . qt,j,.,,,;..re, •..- : ••.. • • :: t).,.....,p , •g••"'N.%7.11,-r.,:15---•11'w&INIPARk. '•.. '.-.:'• '
- ------.—.•. .._
I .
„,
•
.. 1 -. d •..•r '...i.:• ..... _..... _ .______,___
. 1
rc,4,
'q I%
'g••'7 .'7V F;(777 /I
717 0-e. I
\ .i r1-1 .• a c),. ...--
/... 0.7
.., ,.. , 1
k
gz /,'
\.,_<-2__ • ',,
. .4,4
6-,
,...... •
..... c 2*
'. 1 •:,
.1 . ., 1;:r4.41 — NO
ot piwzra7 ,,.I _
411111
• • .
•
\ r .
7....
. .
I
VI ,`• 444%
• 1 .0•OZ
;1'-i i
.,A, 1 A.,/e AiNe."1°-7
7p
47/"7c
"Y4/ :::pcil tr..•7.4ri I-1-'''''-'-- ,,:'xt rnP-I.- \
7' t.
. N
1''''i%s 70ete t". ".9*fi A
t. , 1 i .... - ,par7 --- - -
4 S0,3
4' \ ..1
-.'..\,.. ..1'(1) •::' 'y
...
.•
t ,,„, 1
, , -f::41' - —7,
•„,,e,
9 ,---.--*---- 411 .
N
...,...— —
..14/-... • 7i . f , . . ,•. . ,
. 1
1 AA--(
c'
. 1 '
,.'k .
, e-
1 r)7 .3 `'" . " i • :
el / . "•'°#.4 k ..
,
2, c
„, •
1 . ../.-.•4.
)
I 1/ ...___________ ...
.,,,, , i,,,-
, tY L___ . .--,
0 •! ', i'_6,
I •`-`( , 1
V.,•#.•..41_
• .aterr
I ci nod
cr imricji
am Am ,
-,7; 05 ;
. o 0 ni
Id a
7 •
,0 cld, CIL... cr
40