AST-0026-2022(2)DOCK
SCALE: 1/4" - 1'-0"
D E C E E
FEB 10 2022 1 0
TOWN OF QUEENSBURY
BUILDING & CODES
Galvanized steel frame, pile driven dock
6" channel frame w/ 2x3" angle bracing
6" ID ached. 40 steel piles
Underwater, heavy duty bracing
WearDeck 5/4" x 6" composite decking
1. 12'-0" L 5'-0"
PAD . 6S
Airon
�ck's
for
Sob 4 Alice Hayes
31 Old Assembly Point Road
G2ueenabury, Warren County
239.12-2-2 AST-0026-2022
Hayes, Norman
31 Old Assembly Point Rd.
Boathouse w/sundeck dock 1692 s.f.
DRAWING
SCHEDULE
Elevations
1
Boathouse
2
Sundeck
3
Details
4
----------------------------
TOP OF ROOF _ _
TOP OF PLATE _
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M OF WALL
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TOP OF DOCK
MHW (320.20')
q 4
WEST ELEVATION
SCALE: 1/4" - i'-0"
NORTH ELEVATION
SCALE: 1/4" - 1'-0"
SOUTH ELEVATION
SCALE: 1/4" - 1'-0"
TOP OF ROOF
TOP OF PLATE1
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TOP OF SUBFL(OR.
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1BOATHOUSE
SCALE: 1/4" - V-011
2x6" Exteri
framed wall
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CROSS SECTION Co
SCALE: 1/2" - 11-O"
1 1/2" x 14" 1.5E TimberStrand
LSL Rim Joist
2x6" Rafter 16" O.C.
2x1611 Joist *" O.G.
2x6" Exterior stud
framed wall
21 II
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130,E I ,SOUSE — ROOF
SCALE: 1/4" - i1-011
CROSS SECTION A
SCALE: 1/4" as 11-011
12
5
TOfP OF PLATE
O
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311 T P OF DOCK
Sister 1 1/2 x 14" Rim Joist to 14" TJI 360
P-M606ITI &^IW Vf T IQT6=1 4V 4AIT MINI dVICL
Must use Simpson rafter hangers 0 each
WearDeck 5/4" x 6" composite decking
2x611 PT Sub -deck framing
EPOM 60 mil. rubber membrane
3/4" Advantech TiG sheathing
2x shims on TJI Joists, pitch to roof
14" TJI 360, 1611 O.C.
Trusecore ceiling paneling
6x6" Douglas Fir Post
Stain (Color TSD)
14" TJI 360 rafter Joist for equivalent)
1611 O.C, (typ.)
1 1/2" x 14" 1.5E TimberStrand
LSL Rim Joist (typ.)
12
5
_TOP
PLATE_
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5/4" x roll WearDeck darting board
I__-__1-.___---- ---- i_ w _- --- _1-_I_
SUNDEC
SCALE: 1/4"
Jump Platform w/ locakable g
Decorative 4x6" Douglas Fir
angle support brackets beloL
SUNDECK FLOOR SYSTEM
SCALE: 1/4" - 11-011
5'6" x 4'6" landing
2x6" PT joist, 12" O.C.
(2) 4x6" douglas fir angle braces
13races sandwiched between 2x6" joist
and through bolted
(4) 2x6" SPF studs a connection
point w/ 4x6" braces
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(5) 2x6" PT girder beam
Double EPOM rubber below beam
Use 2x6" blocking between
2x6" joist
(2) 2x6" PT girder beam
Add blocking below beam 3O.C.
placed on double EPDM rubber
" PT joist, 16" O.G.
31 x 61 landing
2x6" PT joist, 1211 O.C.
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11 II
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31 161 ramp
2x6" PT joist, 12" O.C.
(2) 2xl2" PT beam 0 and of landing
Place beam on 6x6" PT post w/ 4x6" angle bracing
Notch post to accept beam
6x&" PT posts to have 12" x 48" concrete footincls
Install custom
Roof/skirt rc
Tape metal fl
1 1/2" x 14" 1.=
LSL Rim Join
2x6" Sub-fasc
ix3" Shadow
lx8" Fascia
Soffit (TBD)
Wall Assembly
Cedar shake
i/16" Zip Sys -
(seams taped
2x6" Stud, 16
Azek 5 1/2" 1
(color T5D)
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FRAMING VIEW w CO
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CROSS SECTION B
n i w I � 4 roll 11 —11
WearDeck composite decking
2x6" PT sub -deck frame
60 mil. EDPM rubber membrane
3/4" Advantech sheathing
2x ripped to pitch to outside of boathouse
14" TJI 360 Joist, 16" 0,C,
Use Simpson hurrican clips a ea, joist
dbl 2x8" SPF header
(typ, all windows and entry door)
db 12x(o" PT Plate
NOTE: DOCK SHOWN FOR SCHEMATIC iATIC PURPOSE5 ONLY.
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ANGLE 5RACE DETAIL
SCALE: 3/4" - 1'-0"
Through bolt between 2x6" PT joist
and 4x6" douglas fir ang'
Use 1/2" stainless steel b4
Shrink hip roof m jump p
Typical hip roof profile
Double 4x6" douglas fir
Dbl brace a each side c
1/4" chamfer on all edge,
5/4" x 10" douglas fir wa
Use timber screw 0 each
Forstner screw hole and
Add 2x6" studs to treat,
blocking at angle brace
RAMP DETAIL
SCALE: 3/4" - 1'-0"
PROFILE
Timber screw 2x6" rim joist
to dbl. 2x12" beam t bx611 PT post
2x611 PT framing —�
Obl, 2x1211 PT beam
Timber screw beam to 6x6" post
(vx6" PT post
2x12" PT ramp framing
RAILING BLOCK INCH
SCALE: 3/4" - V-0"
Key -Link aluminum rail
Use (4) lag bolts per
manufacturers installatic
specifications,
(2) ply 2x6" PT block'
Key -Link aluminum rail
plate and
ig.
OPENING SCHEDULE
PRODUCT CODE
SIZE
HINGE
REVERSED
COUNT
OPENING ID
TYPE
LIBRARY NAME
36X80 CCM600-MODIFIED
3'-0"
R
NO
1
B
DOOR
Manufacturer\Therms-Tru\Mahogany Collection
30X48 CASEMENT 1
2'-6" x 4'-0"
N
NA
6
1
WINDOW
Window\Casement
30X48 CASEMENT 1
2'-6" x 4'-0"
N
NA
2
2
WINDOW
Window\Casement
PLAN
Timber screw 2x6" rim joist
to dbi, 2x1211 beam t 6x6" PT post
2x6" PT framing
_i
Obl, 2x12" PT beam
2xi2" PT ramp framing
6x6" PT poet `
General Notes:
1. All fasteners, hangers and connectors must be installed per
manufacturers specifications.
2. All framing must be temporarily braced throughout construction.
Bracing may be removed once all roof sheathing is installed.
3. Framing members have been designed using the following criteria:
Ground Snow Load = 60 paf
Wind Load - 115 mph
4. Plans have been reviewed for structural compliance by
D.L. Dickinson Associates, PO Sox 388, Lake George, NY 12845,
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