AST-0188-2021 Office Use Only
ACCESSORY STRUCTURE Permit#: ins - 0 1bb ' Z021
PERMIT APPLICATION s
Town ofQuccnsbury Permit Fee:$� �
742 Bay Road,Queensbury,NY 12804 Invoice#:
P:518-761-8256 www.gueensbury.net Flood Zone? Y N Reviewed By:
Project Location:
19 0 0 q �ka"b
Tax Map ID#: 2�0 Subdivision Name:
PROJECT INFORMATION:
TYPE: Residential ❑ Commercial, Proposed Use:
STRUCTURE:
❑ Boathouse(with or w/o sundeck) ❑ Canopy ❑ Carport ❑ Cell Tower ❑ Deck
❑ Detached Garage(>300 s.f.) ❑ Dock ❑ Gazebo ❑ Pavilion ❑ Pole Barn ❑ Porch ❑ Ramp
Shed(<300 s.f.) ❑ Solar Panels(w/o rafter upgrades) ❑ 3-Season Porch ❑ Other:
SQUARE FOOTAGE OF STRUCTURE:
1st floor:
2"d floor:
Total square feet:
Brief description of scope of project:
APR 01 201-
TOBUILDIFIVQUEEAIQ URY
& CODES
Accessory Structure Application Revised January 2021
i
ADDITIONAL PROJECT INFORMATION:
1. Estimated Cost of Construction:$ D
2. Are there any structures not shown on the plot plan? ❑YES ONO Explain:
3. Are there any easements on the property? ❑YES ❑ NO
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 If,for any reason,the building permit application is withdrawn,30%.of the fee is retained by the Town of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 atrue 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 1/we are required toprovide an as-built survey by a licensed land surveyor of all newly
constructed facilities prior to issuance of a certificate of occupancy.
1 have read and agree to the above:
PRINT NAME: N' ``
SIGNATURE: V DATE: r
Accessory Structure Application Revised January 2021
CONTACT INFORMATION: PLEASE PRINT LEGIBLY OR TYPE, PLEASE INCLUDE AN EMAIL
• Applicant:
Name(s): -Q.Y�,11��
Mailing Address, C/S/Z: lc(
Cell Phone: bC %D2_ 9 (pl C) Land Line:
Email: �` m�,f yav
Primary Owner(s):
Names
Mailing Address, C/S/Z: � � ®U�--
�S �
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"
• Architect(s)/Eneineer(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: Ql 1r
Email:
Accessory Structure Application Revised January 2021
TOWN OF QUEENSBURY
BUILDING & (--,ODES DEPT. TOWN QEE
BUILDING DEPARTMENT
Based on our limited examination,compliance
FRn' A
c� Review- Y with our comments shall not be construed asindicating the plans ands fications are in n
n� Date: full compliance with the uild'mg Codes of
c ��,'r
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UIZOFA�Q�EE S��RY I! PLYWGVD DOUBLE APICES)
Cr—.)
OIP V � O� ASPHALT pj.Y.SLINCA.F^ROOF01
S V 4•PLY PLYWOOD ROOF SHEATHNG h'4H LY PLYWOOD ROOF WEATHNG
QUA RAFTERS•16 D.L. ].4 COLLAR TIES•80'O.4
GABLE VENT NOTE.COLLAR TIES INSTALLED
(BOTH ENDS) ON UNITS I6'-0'OR LONGER ONLY.
U4 RAFTER D TN RAFTER9•16'O.C.
SEE RAFTER TO PLATE
ASPHALT T� D CONNECTION DETAIL
WNGLES �S bA DOUBLE TOP PLATE
(VARIES)
USP-MODEL MPAI CONNECTOR
OR EQUAL INSTALLED PER
MANUP.SPECIFICATIONS, ALUMINUM DRIP EDGE
NOTE USE ONE N CONNECTOR ALUM.F.4'fCld.SOFRT l
AT RAFTER/PLATE CONNECTION 91D1NG U IIUCOD ON UNITS lS G)jai
EVERY 4'-0°O,C.. NAwESJ p /TI-N SIpNGI O
7a1 TOP PLATE - TH
$EIIIN
T-6.OVERHANG : U
T14 WALL SND SIDING .4 WALL STUDS Q
.1 NAwE51 16 O.C.
RAFTER TO PLATE Fy 6mING NAwESY
'S VNTL H/N•SHEATHING "U
CONNECTION DETAIL SM,S-FTLIISLDING
COOK.WINCOW LOCATIONS, 5/B•5•PLY PLTUIOOD FLOOR-
SCALE.IS"•P-O" STYLES AND 67M(VARIES)
,Q 7n<soLE PLATE �
NOTE.THE USP•MPAI CONNECTOR-
ARE IN ADDITION TO THE STANDARD
WHICH ARE(3 TO 10 IOd NAILSF TO�NA�i SED I 6'•0•TO Q•-0'WIDTH(VARIES) ppCR 19 Ug�J OOVERHEAD-ISTS. O•ff�,, O D•-0'WIDTH VARIES)
TNROU6H THE RAFTER INTO THE PLATE 6'-0'TO IS'-0'LENGTH(VARIES)
FRONT ELEVATION SIDE ELEVATION '"`PRE"LRE" iEDB CROSS.SECTION
BUILDING COPES. •DESIGNED N ACCORDANCE WITH ASCE TOS AND
ALL CONSTRUCTION SHALL COMPLY WITH THE 2010 RFIIDENRAL CODE OF NEW YORK STATE
REQJRiEMENTS OF ANY AND ALL APPLICABLE STATE. .AIL WOOD TO BE SP n OR SPF 7
O TT AND LOCAL WILDING CODES OR REGULATIONS -AIX,SHEATHING TO Be W EXT.GRADE
INCLUDING BUT NOT LIMITED TO THE FOLLOWING, -RAFTERS WALL BE NAILED TO TOP PLATES WRH ROOF RAPIERS fTYP.) ROC"RAFTERS(fYP.I 6'W'D
•7010 RE51pERVAL CODE OF NEW YORK STATE AND/OR (3)IOd TOE NAILS(TTN.)
AS AMETmED OR ADOPTED BY LOCAL MJIWCIPAI- ROOF SHEATHING WALL BE SECURED WITH(4)Ld HAILS 7y!DOUBLE TOP PLATE 7xA DOUBLE TOP PLATE
AUTHORITY PER FOOT Of LENGTH AT ALL PANEL EDGES,W bd A.'S.
NAILS PER FOOT AT ALL OTHER LOCATIONS. 0)A!HEADER yµ PIT.FLOOR ���
E 6 NXER'HG NOTE. •WALL SHEATHING SHALL BE SECURED WITH D)ad NAILS O)2.!HEADER' JOISTS(T'(P.J
THESE DRAWINGS ARE TO BE USED ONLY AS AV PER FOOT.FOR UP TO DO MPH WIND SPEED.
o o (TTAX.P9.50 P6P7 MAx,PB•T4 P-FJ B'WIDE
THIS PROJECT.
GUICE FOR THE CONSTRUCTION OF •MAX.DESIGN LOAD
D SPEED I 170 MPH a SKI AR PROJECT.THERE NAB NOT ON ANY ITION OF CAL ASSUMED WIND LOAD EXPOSUREE1520 CATEGORY B SKID P.T..T. 6'O• L
ELECTRICAL OR SITE ENGINEERING PERFORMED FOR 4YAX DESIGN GROUND SNOW LOAD 45 M PSF.ASSUMING a �'
THIS PROJECT.IT SHALL BE THE RESPONSIBILITY OF EXPOSURE B PARTIALLY SHELTERED CONDITION-.CONDITION-.OTHERS
ONDITION-. 'a,4 RACK BTID I
OTHERS TO OBTAIN DESIGN DATA FROM A LICENSED UNHEATED.AND Iu0.S0 ng y.!JACK STUD
CNGNEER FOR THESE 5Y57EH-,ENGINEERING SHALL -FLOOR LIVE LOAD 100 POP
a a ]14 b1Up ]P!STUp { ]'•I• L 7'•1017' 1 ]'•104• :•I'
CONFORM WRH ALL APPLICABLE LOCAL ANDIOR T f
STATE WILDING CODES AND REGULATIONS. CONSULT TECHNCAL DEPARTMENT FOR PRODUCT PLATE 2,4 SOLE PLATE IY W E
STRUCTURE SHALL BE N57ALLEP ON A PROPERLT PLACEMENT IN EXPOSURE C AND/CR LL Nf}xTZN
PREPARED SISIGRADC SOIL BEARING CAPACITY WALL DEBRIS REGIONS -FLOOR LNG - _FLOOR LIfIE
BE CAPABLE OF SUPPORTING A TOTAL SERVICE - 3-0'Md( * ]'•104' L Y•IO4' L Y•104' } YH04L
GRAVITY LOAD OF 530 PLF ALONG THE FRONT/REAR 6'-0'MAX.OPENING WIDTH L OPENING WIDTH �+T
ELEVATIONS. SKID PLACEMENT
TYPICAL DOOR FRAMING DETAILS
SEAL _ . AT LOAD BEARING WALL L TIDNS
f~r•F ITS`'ti
S PLOT DATE Au l Pi,70B
TYPICAL QUAIGER STYLE SHED
5:' �!;•,s;•�'g) �:�>� ROBERT R.DESMARAIS,JR.,PE
STRUCTURAL ENGINEERING DATE 0/I5/13 SCALE 1/4"•1'-0"
1410 NEWTON ROAD
LANCASTER,PA 17603
SHEET No.I of I
-"s UNAUTIAGRaI.E0RWSIONSVOIDTHIS00CUMFUr 308.12-126 AST-0188-2021
York, Dennis
19 Wooden Ln
Shed 168 s.f.
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APR- 01 2021
TOWN OF QUECNSBURY
BUILDING&CODI=S