HomeMy WebLinkAboutSTRUCTURE PLANSII II
Scale Underneath
Column notched to accomodate beam
(2) 1/2" Thru Bolts Fastening 2x10
SMB and 1-1/2" x 2-1/8" x 1/8" Channel
to 4"x4"x.125 Post
Composite Panel Roof
2" x 2" x 1/8" Angle Fastened to Beam Using
(1) #14 S.M.S. @ 6" O.C. Then Fastened
to Composite Panel Using (1) 1/4" Thru Bolt
w/ 1-1/4" 0 Washer @ loll O.C. (Typical)
Beam / Roof Panel Connection Detail
No Scale
16' 0"
15' 0"
i
r
No ch, sleeve & bolt
w/ ;2) each 1/2"0 bolts
4' 0"
3" Cam ite Panel Roof;
-- 2X1015MB
® .-- -----1410-
----
___ --
� t
4X4X1/8" Square
h Tube Diagonals
4X4X1/8" Square
Tube Columns 11
2 Each 1/4" thick angles 4" long 2 sides
conc anchors 3/8" 0 by 3" embedment
— — — — — — /-----lyPica)-- ---
Lateral Elevation / Typical Section
other side equal & opposite
Scale 1/4" = l' 0"
O
�I
/8" wall straps 2 each
12" 0 bolts r piece
0
N
1/2" Thru Bolts Fastening
SO SMB to 1-1/2" x 2-1J$"x3/8" Channel
d 4"x4"x.125" Post
Notch 4x4, sleeve & bolt
w/ (2) eal
1-1/2" X 2-1/8" X 1/8" Channel i '?
Mounted to Post and Beam
using (2) 1/2" Thru Bolts Each
(Typical) j
4"x4"x.125" Tube
1/8" wall straps 2 each
1/2" 0 bolts per piece
'Typical"
bolts
THESE PLANS AND ALL PROPOSED WORK
ARE SUBJECT TO ANY CORRECTIONS
REQUIRED BY FIELD INSPECTORS THAT
MAY BE NECESSARY IN ORDER TO
OOMRI.Y MTN A" APPLI001,1000111
i
�4"
Typical Diagonal Connection Detail
No Scale
CONCEALED FASTENERS OR ATrACHfI M
ore
CONTRA R0FRECORD
N N
x x
(� X
1/2" Thru Bolts
I
125" Tube
May be Sloping (Brace)
or Vertical (Post)
2 Each 1/4" thick angles 4" long 2 sides
conc anchors 3/8" 0 by 3" embedment
one each side (Typical)
Post and/or Brace Concrete Connection Detail
Vsrlflastloln of the sdsqu o of
the existing foundation Is the
responsibility of the contractor
for replacement of structures
lost due to hurricane damage.
M
Co
M
2X10 SMB Edge Beam
I II
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I Go�2'1
all� `�y0
I \�O •��L I
Q
II `O I
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2X10 SMB Edge Beam
V
II II
y' 16' g" (Roof)
'I
Plan View / Framing Plan
Scale 1/4" = 11 0" I
30"
2X10 SMB
3" Co osite Panel Roof
--
\ 4X4X1/8" Square
Tube Diagonals
I
I
I
I
I
I
i Tube Columns
I � i
12' O"
I II
2 Each 1/4" thick angles 4" long 2 sides
conc anchors 3/8" 0 by 3" embedment
---------— --
one each side (Typical)
FOUNDATION CONCRETE (EXISTING) \V
Lateral Elevation / Typical Section
Scale 1/4" = V 0"
S . LUCIE COUNTf
BUILDING DIVIS
P Ig
REVIEWED BY
DATE
PLAN AND PERM
MUST B KEPT ON.
N JOB OR
NO INSPECTIONWILL BE MADE
2
Lop-
a-
E ro
� � O
�U
0(U
U ro
=�
U J
to
OP)ro
4X4 Diagonal Braces Below
Notch, sleeve & bolt
w/ (2) each 1/2"0 bolts
E 1/8" wall straps 2 each
1/2" 0 bolts pro
1/8" wall straps 2 each
'A" 0 bolts per piece
4X4X1/8" Square
d / Tube Diagonals
2 Each 1/4" thick angles
4" long 2 sides conc anchors
I45.00° 3/8" 0 by 3" embedment
I
i'
v
6,' 0"
SCANNED,
St. Lucie Cool*