AST-0137-2021 i
Office Use Only
ACCESSORY STRUCTURE Permit#: OJT'DI�J�-- ZOZI
Town ofQueens6ury PERMIT APPLICATION permit Fee:$
742 Bay Road,Queensbury,NY 12804 Invoice#:
P:518-761-8256 www.gueensbury.net Flood Zone? Y N Reviewed By:IM
Project location: 1640 Ridge Road
Tax Map ID#: 266.3-1-55 Subdivision Name: NA
PROJECT INFORMATION: LC
TYPE: 9 Residential ❑ Commercial, Proposed Use: MAR 2 3 2021
TOWN pE QUEENSBURY
STRUCTURE: BUILDING& CODES
❑ Boathouse(with or w/o sundeck) ❑ Canopy ❑ Carport ❑ Cell Tower ❑ Deck
❑ Detached Garage(>300 s.f.) ❑ Dock ❑ Gazebo ❑ Pavilion ❑ Pole Barn 9 Porch ❑ Ramp
❑ Shed (<300 s.f.) ❑ Solar Panels(w/o rafter upgrades) ❑ 3-Season Porch ❑ Other:
SQUARE FOOTAGE OF STRUCTURE:
1st floor: 280 sf
2nd floor:
Total square feet: 280 sf
Brief description of scope of project:
Remove existing deck and rebuild deck in kind. Build timber frame porch above deck.
Accessory Structure Application Revised January 2021
ADDITIONAL PROJECT INFORMATION:
1.. Estimated Cost of Construction:$ 15,000
2. Are there any structures not shown on the plot plan? DYES RNO Explain:
3. Are there any easements on the property? ❑ YES IR 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 If,for any reason,the building permit application is withdrawn,30%of the fee is retained by the Town of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. 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 I, 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: Seth Stark
SIGNATURE: `'5' DATE: 22 March 2021
Accessory Structure Application Revised January 2021
9
CONTACT INFORMATION: PLEASE PRINT LEGIBLY OR TYPE, PLEASE INCLUDE AN EMAIL
• Applicant:
Name(s): Seth Stark
Mailing Address, C/S/Z: 1640 Ridge Rd.m Queensbury, NY 12804
Cell Phone: 518-223-6156 Land Line:
Email: forheso@roadrunner.com
Primary Owner(s):
Name(s): same as applicant
Mailing Address, C/S/Z:
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"
• Architects)/Engineeds):
.Business Name: DTD Drafting, LLC
Contact Name(s): Devin Dickinson
Mailing Address, C/S/Z: 265 Aviation Rd., Queenbsury, NY 12804
Cell Phone: 518-339-7451 Land Line:
Email: devin9909@gmail.com
Contact Person for any questions regarding this project: Seth Stark
Cell Phone: 518-223-6156 Land Line:
Email: forheso@roadrunner.com
Accessory Structure Application Revised January 2021
Deck and Roof Design checklist
jqls deck freestanding or(ttache
16 Footing
l Sono tubes sized for posts 4X4 "6X612"
JABig 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 411 -1)
Galvanized or Stainless Steel Bolts shown NO ZINC COATED
Hex headed bolts NO CARRIDGE BOLTS
Diagonal bracing shown for deck over 24"
L� Floor joist parallel to carrying beams
�il)eck post to beam attachment shown
v� Over 30 requires handrail
W "Over 30" requires guards
1 Over 30" required guards @.34"to 38" in height and handrails @ 34"—38"
1 / / M 1 I1
Figure 8. Post-to-Beare Attachment Figure 9. Prohibited Post=to-Beam Attachmei
Requirements Condition
(1�•;1xQr4�or - - - -
(2)a beam diameterthna-
bolts w4hWashers
beam mustbgar
fully on 64-notch
6x6 min.
•notch ggSt to
accatnodaie:be'atn: .
RIM JOIST REQUIREMENTS Figure 10.Alternate Approved Post-to-Beam
Attach a continuous rim joist to the ends of joists as post Cap Attachment
shown in Figure 11.Attach decking to the rim joist as
shown in Figure 11.For more decking attachment sottlsawnoi;:.
requirements,see DECKING REQUIREMENTS. maid Piybeam
Figure 11. Rim Joist Connection Details
joists 4 : Eais......th
r sdo-Okf ig to lop q#d.. Clwi
1.0d. .ttts; d;n11s
,. .. ' Ui::trt:.itib..:od:s cic:
'y
ottach rim jo1§0Q end:of each joist YAth
(3)ltid threaded nails ar3}#10 x 3'.
minimummood screws
cim iois
American Wood Council
FLOORS
TABLE R507.9.1.3(1).
DECK LEDGER CONNECTION TO BAND JOISTa''
(Deck live load=40 psf,deck dead load=10 psf,snow load 5 40 psf)
JOIST SPAN
CONNECTION DETAILS 6'and less 6'1"to 8' 8Y'to 10' I 10Y'to 12' 1 12'1"to 14' 141 to 16 16'1"to 18'
On-center spacing of fasteners
'/2 inch diameter lag screw with'/Z inch 30 23 18 15 13 11 10
maximum sheathing,.°
'/,,inch diameter bolt with'/Z inch maximum_ 36 36 34 29 24 21 19
sheathing°
'/Z inch diameter bolt with 1-inch maximum 36 36 29 24 21 18 16
sheathing'
For SI: 1 inch=25.4 mm,1 foot=304.8 mm,1 pound per square foot=0.0479 kPa.
a. Ledgers shall be flashed in accordance with Section R703.4 to prevent water from contacting the house band joist.
b.Snow load shall not be assumed to act concurrently with live load.
c. The tip of the lag screw shall fully extend beyond the inside face of the band joist.
d.Sheathing shall be wood structural panel or solid sawn lumber.
e. Sheathing shall be permitted to be wood structural panel,gypsum board,fiberboard,lumber or foam sheathing.Up to'/2 inch thickness of stacked washers
shall be permitted to substitute for up to'/z inch of allowable sheathing thickness where combined with wood structural panel or lumber sheathing.
TABLE R507.9.1.3(2)
PLACEMENT OF LAG SCREWS AND BOLTS IN DECK LEDGERS AND BAND JOISTS
MINIMUM END AND EDGE DISTANCES AND SPACING BETWEEN ROWS
TOP EDGE BOTTOM EDGE ENDS ROW SPACING
Ledger' 2 inches° 3/4 inch 2 inches' 15/s inches"
Band Joist` %inch 2 niches 2 inches' 15/s inches'
For SI: 1 inch=25.4 rum.
a.Lag screws or bolts shall be staggered from the top to the bottom along the horizontal run of the deck ledger in accordance with Figure R507.9.1.3(1).
b.Maximum 5 inches.
c. For engineered rim joists,the manufacturer's recommendations shall govern.
d.The minimum distance from bottom row of lag screws or bolts to the top edge of the ledger shall be in accordance with Figure R507.9.1.3(1).
z STAGGER FASTENERS
i" IN 2 ROWS
QO OQ �O O 5.5"MIN.FOR 2 X 8' 'DISTANCE SHALL BE PERMITTED T0,
5"MAX 6.5"MIN.FOR 2 X 10 BE REDUCED TO 4.5"IF LAG SCREWS ,
O O O 7.5"MIN.FOR 2 X 12 ARE USED OR BOLT SPACING IS
REDUCED TO THAT OF LAG SCREWS
_. TO ATTACH 2 X 8 LEDGERS TO 2 X 8
2"MIN. BAND JOISTS.
LEDGER LAG SCREW OR BOLT 34'MIN.
!
For SI: 1 inch=25.4 mm.
FIGURE R507.9.1.3(1)
PLACEMENT OF LAG SCREWS AND BOLTS IN LEDGERS
't
IJ
FLOORS
't
12"MIN 1 MANUFACTURED.POST CONNECTOR
IN ALLOWABLE SOILS 4cy4
TYPICAL PT POST
12
12
GRADE P: F- 7
i, A
2'DIAMETER
DEPTH THROUGH BOLTS I l
PER TABLE PER TABLE IN BOTH DIRECTIONS
MINIMUM 12"
NOTE:NOT SCREWS
OF EMBEDMENT ;.I
4"GRAVEL !('
NOTE:
POSTS MUST BE CENTERED ON OR IN FOOTING
For SI: l inch=25.4 mm.
FIGURE R507.3 .i
DECK POSTS TO DECK FOOTING CONNECTION
TABLE R507.4
R507.3.2 Minimum depth. Deck footings shall extend
DECK POST HEIGHT'
below the frost line specified in Table R301.2(1)in actor-
MAXIMUM HEIGHTa° -dance with Section R403.1.4.1. DECK POST SIZE i I!{
(feet-inches)
Exceptions: 4 X 4 - 6-9°
1. Free-standing decks that meet all of the following 4 x 6 8
criteria: 6 x 6 14
1.1. The joists bear directly on precast con- 8 x 8 14 ® i
crete pier blocks at grade without sup- For SI: 1 inch=25.4 mm,1 foot=304.8 mm,
port by beams Or posts. 1 pound per square foot=0.0479 kPa.
1.2. The area of the deck does not exceed 200 a. Measured to the underside of the beam.
square feet(18.9 m2). b.Based on 40 psf live load. ?'
c. The maximum permitted height is 8 feet for one-ply and two-ply beams. r ,
_ 1.3. The walking surface is not more than 20 The maximum permitted height for three-ply beams on post cap is 6 feet 9
inches.
inches (616 mm) above grade at any
~' point within 36 inches (914 mm) mea- R507.4.1 Deck post to deck footing connection. Where
sured horizontally from the edge. posts bear on concrete footings in accordance with Section i;`:;
2. Free-standing decks need not be provided with R403 and Figure R507.4.1;, lateral restraint shall be pro
footings that extend below the frost line. vided by manufactured connectors or a minimum post
= RS074 Deck posts. For single-level wood-framed decks embedment of 12 inches(305 mm)in surrounding soils or i
with beams sized in accordance with Table R507.5,deck post concrete piers.Other footing systems shall be permitted.
?:
size shall-be in accordance with Table R507.4. Exception:Where expansive,compressible,shifting or
other questionable soils are present, surrounding soils ='>
shall not be relied on for lateral support-
R507.5 Deck beams. Maximum allowable spans for wood
_ deck beams,as shown in Figure R507.5,shall be in accordance t
with Table R507.5.Beam plies shall be fastened with two rows
of 1Od(3-inch x 0.128-inch)nails minimum at 16 inches(406 !'
nun) on center along each edge. Beams shall be permitted to
cantilever at each end up to one-fourth of the allowable beam
span.Deck beams of other materials shall be permitted where
designed in accordance with accepted engineering practices.
FLOORS
I:
I •
5 2"MINIMUM FOR
BEAM SPLICES.`
BEAM SPLICE (IF REQUIRED)
(IF REQUIRED)
MUST OCCUR
OVER POST `
APPROVED
POST CAP t%f
BEAM OVER POST CAP BEAM OVER POST
sI ;
For SI: 1 inch=25.4 nun.
FIGURE R507.5.1(1) i
DECK BEAM TO DECK POST '!'
�i
MINIMUM 2" MINIMUM
SINGLE PLY BEAM MULTIPLE-PLY BEAM
(2)1/2"DIAMETER
THROUGH-BOLTS
OR APPROVED
EQUIVALENT
CONNECTOR
POST NOTCH
FOR FULL-BEAM .
BEARING
>_2%z'MIN.
BEAM SPLICE
Go
t i IS
Z 2%" 7
(', ;
'F For SI:1 inch=25.4 mm. '
FIGURE R507.5.1(2) a:
NOTCHED POST-TO-BEAM CONNECTION
`lel15
'202U RESIDENTIAL CODE OF NEW YORK STATE 155