MapsPlan View 1 18" Sundeck Roof Overhang
Proposed Sundeck 23' x 30' (700f SF)
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40' MLWL Offset
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I 26, p., 23, Q,� /
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Proposed Ramp
4' x 18 f
Slope to natural grade
2x12 PT Joist 12" O.C.
30' 0" 71
33' 0" Mean High
Water Line
Existing Dock
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Sundeck Area = 700± 1 F I
Mean Low Water Line
Sheet I of 5
Boathouse Plans For
imeliael Clams DTD DRAFTING, LLC
81 Assembly Point Road
Queensbury, New York 12804 265 Aviation Road
Town of Queensbury, Warren County Queensbury, New York �2804
(518) 339— 7451
TMP# 239.12_2_27 Date: 25 June 2013 Scale: 1" = 6' (Do Not Scale) P L— 1
4x4 Post
Arch. Shingle
1' 6"
Mean High Water Line
Railing 36 " High
2x2 Spindle (typ.)
Boathouse Plans For
Jo ehael CIWYS
81 Assembly Point Road
Queensbury, New York 72804
Town of Queensbury, Warren County
TMP# 239. l2_2_27
South Devotion
7' 4 5/8"
30' 0"
Existing Dock
34' 0"
Existing Dock
Date: 25 June 2013 Scale: 1" = 4' (Do Not Scale)
, k
m rn
4x4 PT Post
Railing 36" High
2x2 Spindle (typ.)
4x4 PT Posts
w/ "X" Bracing
dbl 2x12 PT Beam
Use Joist Hanger for
2x8 and 2x12 Joist
Note: Exis tin g
stairs accessing
dock to remain.
Sheet 2 of 5
IPTD DRAFTING, LLC
265 A via tion Road
Queensbury, New York 12804
(5 1 8) 339— 745 E L —1
Boathouse Plons For
1Kiclinel Clams
81 Assembly Point Rood
Queensbury, New York 12804
Town of Queensbury, Warren
TMP# 239.72_2_27
County
Wes t El e va Lion
Date: 25 June 2013 Scale: 1" = 4' (Do Not Scale)
Sheet 3 of 5
]"D DRAFTING, LLC
265 A viation Road
Queensbury, New York 12804
(518) JJ9— 7451 F-E L - 2
Overhang PT 2x6 Joist
w/ lx8,Facia (pointed)
2X4 Toe Nailed
to112x12 blocking
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�1/2" Sheathing
Tar Paper
Arch. Shingle
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Drip Edge (typ.) 2x4
ti
�x6 Facia (painted)
(3) 2x12 Common Drop Beam
Notch PT 6x6 for
(3) 2x12 Beams
Use (2) Carriage Bolts
Inset N. T S.
Load Criteria:
Members designed for a 60 psf
snow load & 12 psf dead load.
Fastener Note:
All fasteners must be installed
according to manufacturers
specifications.
Boathouse Plans For
Magna C1WYS
81 Assembly Point Road
Qu een sb ury, New York 12804
Town of Qu een sb ury, Warren County
TMP,# 239.72_2_27
Cross Section
<
112 2x4 Sat on End-
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—2x12 Bolcking ; r
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i� 6 "
r6�x6PIT
Brace (typ.)
Toper 2x4 to 0"
V2" Sheathing
DA/ Rubber Membrane
11 7.
6x6 PT Angle Brace
® Every Post
se,() irr]erLok Fasteners 6x6 PT Post
lgstall per manufacturers specs.
r
rr
Existing Dock & Crib
Date: 25 June 2013
4x6 PT Post
Galt'. Lag Bolt to Post
Use 2x6 PT Blocking
Mean Hi,
Decking
112 2x4 Set on End
12 - 0. C.
22' 0"
Water Line
11' 3"f
4x4 Post (typ.)
36" Tall
Existing Dock & Crib
Sheet 9 of 5
DTDDRAFTING, LLC
265 A via tion Road
Queensbury, New York
Scale: 1" = 4' (Do Not Scale) (518) 339-7451
12804
XS-1
Survey Plan
76 f along shoreline
Lake Elev. 6125/13 = 319.8'
Mean High Water Line = 320.2'
Mean Low Water Line = 317.7'
Note: Property lines shown per survey
Performed by The Chazen Companies, for
Michael Chrys, dated 13 November 2000.
Note: Dock shown per Lake George Park
Commission permit.
Permit# 5234-24-09
Boathouse Plans For
Magna Clc YN
81 Assembly Point Road
Queensbury, New York 12804
Town of Queensbury, Warren County
TMP11 239.12_2_27
21'f
20' Riparian Setback
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26' 0" 23' 0"
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20 Riparian Seth _ — — — — — —
a ck 30' : 0"
22'± 330"
Date: 25 June 2013
Property Line
Pro�ert Line
Baertschi Trust
239.12-2-28
Michael Chrys
239.12-2-27
Baertschi Trust
239.12-2-26
Scale: 1" = 20' (Do Not Scale)
Sheet 5 of 5
1PI"Wh DRAFTING, LLC
265 A viation Road
Queensbury, New York 12804
(518) 339— 7451 [—S v— i