AST-0451-2022 l -
Office Use Only
` 7 ') 2�
ACCESSORY STRUCTURE Permit#:
Tan-n of Qgccn.,b tn;v
R T�P1,d 1�1TV0K � Permit Fee:$ j LAL)• GO
742 Bay Road,Queensbury,NY 128114 JUL 1 8 Invoice#:
Q
P:518-761-8256 Flood Zone? Y Reviewed
TOWN OF QUEEN ISBURY '
BUIi_QING,& OOC)ES- J it 1
Project Location: 2-eL D W 4_,a,_)_1 e �7
Tax Map ID#: _029 9+ gr— J �' /� Subdivision Name: /t",/
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 . El-.Gazebo ❑.Pavilion, ❑ Pole Barn 2 Porch ❑ Ramp
❑ Shed (<300 s.f.) ❑ Solar Panels(w/o rafter upgrades) ❑ 3-Season Porch ❑ Other:
SQUARE FOOTAGE OF STRUCTURE:
1st floor:
2"d floor:
Total square feet: a
Brief description of scope of project: � --�L-
C�
Accessory Structure Application Revised March 2022
P
ADDITIONAL PROJECT INFORMATION:.
1. ..Estimated Cost-of Construction:$ p, bfi-G
2. Are there any structures not shown on the plot plan? ❑ YES [� 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 If,for any reason,the building permit application is withdrawn, 30%of the fee is retained by the Town of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. 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.l,-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: POL LLl
SIGNATURE: — DATE:Accessory Structure Application Revised March 2022
CONTACT INFORMATION: PLEASE PRINT LEGIBLY OR TYPE, PLEASE INCLUDE AN EMAIL
• Applicant:
Nam e(s): �
Mailing Address, C/S/Z: 40 t.
Cell Phone�j,�-_ 7�4 ova Land Line:
Email:
•. Primary Owher'(s): . .
Name(s): erns,
Mailing Address, C/S/Z:
Cell Phone: Land Line:
Email:
❑ Check if all work will be performed by property owner only
• Contractor(s): (Lista,ll•add,itional;contractorsgn.,;the back of<this form);s
Contractor Name(s):Y'
Contractor Trade:
Mailing Address, C/S/Z:
Cell Phone: Land Line:
Email
**Workers' Comp documentation must be submitted with this application**
Architects)/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:
Cell Phone: Land Line:
Email
Accessory Structure Application Revised March 2022
r
• Contractor(s): Workers'Comp.documentation must be submitted with this application-
contractor N`ame(s):
Contractor Trade:
Mailing Address, C/S/Z:
Cell Phone: Land Line:
Email:
• Contractor(s): Workers' Comp documentation must be submitted with.this-application
Contractor Name(s):
Contractor Trade:
Mailing Address, C/S/Z:
Cell Phone: Land Line:
Email:
• Contractor(s): Workers' Comp documentation must be submitted=with:.this application
Contractor Name(s):
Contractor Trade:
Mailing Address, C/S/Z:
Cell Phone: Land Line: f
Email:
• Contractor(s): Workers' Comp documentation must be submitted with this.application:.
Contractor Name(s):
Contractor Trade:
Mailing Address, C/S/Z:
Cell Phone: Land Line: ;.
Email:
• Contractor(s): Workers' Comp documentation must be submitted with this application
Contractor Name(s):
Contractor Trade:
Mailing Address, C/S/Z:
Cell Phone: Land Line:
Email:
Accessory Structure Application Revised March 2022
Deck and Roof Design checklist
IIs deck freestanding or a ached
Footing
Sono tubes sized for posts 44 8" x6 12" �T
-v6ig foot or footing for roof load
Proper attachment to post and footing shown
Proper flashing or waterproofing to structure shown
Attachment to structure shown on plans
Galvanized or stainless steel bolts shown NO ZINC COATED
Hex headed bolts NO CARRIAGE BOLTS
ADiagonal bracing shown for deck over 24"
Floor joists parallel to carrying beams
Deck post to beam attachment shown
i Over 30" requires handrail
Over 30" requires guards
Over 30" requires guards @ 34" to 38" in height and handrails @ 34"-38"
Revised 4/15/2021
-----------
...........
F7
al) IN- �j TOVVN OF QUEENSSURY
)DES )EPT.
BUILDING & C(
ed Y:
Review
Date,
1_7
PT
I TOWN OF QUEENSBURY
BUILDING DEPARTMENT
--ga 11
i on our!invited examination,compliance
comments shall not be construed as
ywinid' T Indic:; the plans and specifications are in (0 07 rfu W
Building
full =�Iiance with the Codes of Ch CD A)
N w irk State.
CL
0 0
g
E
(D
L
ch
4hk
c5g. A A
WO 7-jNt,
6,IIVAMrZJCn
HRS
HONEST RELIABLE SERVICES
FOR ALL YOUR HOME & REMODELING NEEDS
"The Name Says It All"..
518-683-0662
Mr. & Mrs. Hayes
25 Meadow Lane
Queensbury NY 12804
May 9, 2022
Reason: contract
Dear Mr. & Mrs. Hayes,
As mentioned in my estimate the cost for your project is$8, 500.00 and includes the following:
1) Remove existing concrete porch and steps (sand fill inside porch will be spread out
underneath new deck)
2) Remove first course of siding
3) Install 2x8 pt ledger board along.ho se and flash
4) Footprint will be 16' long and ULM and will consist of 2x8 pt joists supported by 2-
2x10x 16'pt carrier beams shouldered on 6x6 pt posts that will sit on 8"concrete filled
sono tubes that will sit 4'below grade. O house side 2x8 will be connected to ledger
board by 2x2 joist hangers
5) Rail system will consist of 4x4 pt post spaced at 4'intervals at 3' high lagged to the 2x8
box to support the 5/4 x 6" rail and 2x2 spindle system.
6) Stairs on far right of the deck will consist of 2x12 pt stringers and 2x10 pt treads
7) Decking will consist of 5/4 x 6" pt decking 16'in length encased by 5/4 pt picture frame
Upon signing this will confirm our agreement in the above outlined project.Also, as mentioned
in my estimate, the estimate is based on present material cost which is good until 5/10/22. Prior
to material ordering $3,500.00 will be due. Upon starting $2,000.00 will be due and the balance
at completion. Once again thank you for the opportunity to be a part of your home
enhancement project.Any questions or concerns please call or email.
Thank you,
Earl Harrington Mr. &or Mrs.QeMni -
key 1
1
Ec H Fw
IM L NTM
SUPPLY AND SERVICE
....
:..-
:.....:.... ........... ....
.. . .. . ........... .............
ma
..... .. ..... ........
: : . . . . . . . . . .
.._ .
... ..
................. ........ .........
COMMERCIAL INDUSTRIAL HYDRAULIC MILITARY
�"itc—�. ` a`Wx�r�.. .�' �� �, ,�+�,r 33 �;:y'y(•"y'"�+�'a+}tl�>Y f���` "�xu ��J
<-"77�3�1D ��'�'�uc"�i�'"�`�"$'a'M"r`w
a�'�. •{*�r,>Y, �6Y � "''�'�x `t'^���y� t4..1�"va�'�hr�kw'w�,+, xc"$e".��A
c TPgg.iSii .F F�
i� �rwK°ii S �`k���1,F ils�+��M+v�'44' � �35.. ,a3 �'"�+^n^w"'t"£ ",��`�.'` `'��,���r�,�'4Ji ,,,., •*��
ll
I„ r ;
24
.. ;rT •a � t
•
i 4ft
f f ! • f } • !
i
Figure 8. Post-to-Beam Attachment Figure 9. Prohibited Post;-to-Beam Attachment
Requirements Condition
(1)-3x Or4XVr
0 xboam Elf 112"dlam�terthn�-
6CIRSwfttty YkO
tiearn musE bear b1�
fully on 8x6%nOtch
Gx6 min•; _
Web post to �
aortioda{ebffam
slit x
• r Figure 10.Alternate Approved Post to-Beam
RAW(rirR-
Post Cap Attachment
�'.hr� ,j'? ,.:<.Fu'. .-'SOI1Yl.Sa" :O►�'''':�-.
1
2.kli�
f
rn
60 -A sc�tg"
To x
� 6
• i
� I
S
Gh�
DC •P T
G� „ems;:;:•:. _
I
M\t
t?'
t
0
a �
2 56 N
0
T
u
i
=o•
.l rJ 3t a
V
i
►.
• AD _ -
.G-
z STAGGERFASTENERS
IN 2 ROWS
® ® ® 5.6^MIN.FOR 2X6' 'DISTANCE SHALL BE PERMITTED TO
SkMIN•FOR2X10 BERECUCEDT045'IF LAG SCREWS
® ® ® 7S'MIN.FO112X12 ARE SOLT SPACING IS
REDUCED ED TO R THAT OF LAG SCREWS
TO ATTACH 2 X B.LEDGERS TO 2 X8
r MIN. BAND J)1STS.
LEDGER .LAG SCREW OR BOLT 31v MIN.
ForSE 1 inch-25A may
FIGURE B507J2.1(1)
PLACEMENT OF LAG SCREWS AND BOLTS IN LEDGERS
R507.2.4
HOLD-DOWN OR SIMILAR
TENSION DEVICE
FLOOR SHEATHING NAIUNGAT 2 locations
W MAXIMUM ON CENTERTO
JCIST WITH HOLD-DOWN
t + +
+ + + +
,• FLOORJOISTJ DECKJOIST
FIGURE S07.2.3(1)
DECK ATTACHMENT FOR LATERAL LOADS
OR
SHEATHING
NOTE. SIDING '
THIS DETAIL IS APPLICABLE
WHERE FLOOR JOISTSARE FLASHING FOR
PARALLEL TO DECK JOISTS. WATER TIGHTNESS
DECKING
° APPROVED JOIST HANGERS
2'MIN. 2x•LEDGER WITH FASTENERS
IN ACCORDANCE WITH TABLE R507.2
HOLD-DOWN DEVICE MIN 750 I.S.CAPACITY
FLOOR JOISTS AT 4 LOCATIONS,EVENLY DISTRIBUTED
ALONG DECKAND ONE WITHIN 24'OF EACH
END OF THELEDGER-HOLD-DOWN DEVICES
SHALL FULLY ENGAGE DECK JOIST PER
HOLD-DOWN MANUFACTURER.
AFULLYTHREADE03l,DIAMETERLAG
SCREW PREDRILLED W/MIN.r PENETRATION
TO CENTER OF TOP PLATE,STUDS,OR HEADER
FIGURE R507.2.3(2)
DECK ATTACHMENT FOR LATERAL LOADS
J
Ec HEL O N TM
SUPPLY AND SERVICE
. . . . .
................ ..............
:................... ...... .... ... .... .. .. .... ... ... ... ... .... .... ...
....... .. ..... � a . : .'�� . .. ... . .. ... .... ... ..
.... ............. .. L ...C ... ...p .
.. . .... . ..:. :.. ..:. ..:. .:..
AUG 4
...... .... ........... .. .:.. .:. ..:. .:. .:. ..:. ..:.......:.. ........tO1IVN_nF.
CQMMUN€TY U VELO E.t�T .....�.............
...... ..
_..:................._............. ... ... . . . ... ...
. ................ :..........;....:... .. ...
... .. ... ...........
...
....:......
:
... .:... ..:.
:... . :..... ... ..: ...:......:.... ... .
:.....:...... ... . ........... : . ......:. .... ... .. ... ...
r
:. .... ... ............. ........... .... . .
c.
:... .
`. ............:......:..................:.....:.... ... ....
.......
........
......:........... .... ..... ....
..
.. . ...........
.... .. ... --_- .�,
.......................
COMMERCIAL INDUSTRIAL HYDRAULIC I MILITARY