HomeMy WebLinkAboutCC - Amenity Detail e.
e 4
s y
s
4 4
1 20' 1
i
o
-----J L-----®
18"ROUND BY 30"DEEP CONC FOOTINGS o
UNDER SLAB WITH 6X6 POST BASE
d
ABOVE AS SHOWN(TYPICAL OF 4)
W
J
4"CONC SLAB OVER 4"COMPACTED
GRAVEL FILL OVER COMPACTED EARTH
W
W
2
F U)
o N
N N J
O
O
co
W
N
Q
� U
0
LOCATION OF COLUMNS ABOVE
-----� U
m 0 0
�E 22' o n£n
DATE:
3/22/2022
SCALE:
FOUNDATION SHEET:
A-1
20'
2' 16' < 2' > 1
i
w
I I I J
I I
I I _
I I
I � I
I I
\ ; w
\ / w Lu
\ GAZEBO F
I �
LU
\ /
/ \ ° N
/ \ Q
I I I I 1 , I
1 I 10'CEILING\ I 1
I I
I I I I L
I I I I o
> 1�
_________________________ _________________________________ O
\ 2 m �90
SCALE:
ELEVATION SHEET:
1/4"=1'-0" A-2
1X8 FASCIA
ax COLUMN (2)11- /8"LVL B MS CORNERS TO BE 6X6 POSTS IN
\ 6XII COLUMN 24X24 BOXED COLUMNS AS SHOWN
ax COLUMN / (TYPICAL OF 4) g
COLUMN BASE TO BE SHEATHED o
\ INE OF BOX BEAM / WITH 36"BRICK VENEER AS SHOWN a
\ / Q (TYPICAL OF 4)
TYPICAL LOAD SUPPORT BEAM TO J
C) \ / BE(2)11-7/8"LVL BEAMS AND
Q \ / Q BOXED TO THE WIDTH OF THE
00 00 X FINISHED COLUMNS
X C
Lu
\ / ROOF TO BE FRAMED WITH 2X6 W
\ / RAFTERS AT 24"O/C AS SHOWN w 2
p U)
\ / I TYPICAL RIDGE/HIP BEAM TO BE 2X8
/ \ O
Lu
I
II I / I II N
a
i
/ --- --- --- ---- ---- --- --- « \ U
—(2)11 /8"LVL E EAMS O
2 m �90
�i ym
1 X8 FASCIA
DATE:
3/22/2022
SCALE:
FRAMING PLAN SHEET:
1/4"=1'-0" A—3
24" BOX AROUND BEAMS
2
x8R9FTFR (2) 11-7/8" LVL BEAMS
S
8" FASCIA
6X6 COLUMN INSIDE 24"
SQUARE BOXED COLUMN
0
BEAM AND SOFFIT DETP IL
Lu
J
Lu
Lu
2
F U)
MO
W
W
N
Q
TOP OF BEAMS (n
� v
0
p o
\ 6X6 CORBELS U
CL
0 C
o 1�
O z cox9�
o n£n
DATE:
3/22/2022
SCALE:
SHEET:
A-4