HomeMy WebLinkAbout0614.95.2523'-0"
NOIE
SPACING REQ'S OF C6 TANK
0,/ SUPPORT BMS. TO BE COORDINATED
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W/ POOL VENDOR
3: m,
m
Wl 6x26
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W1 6x26 BELOW
L2lx2lx ' BRACES.
2 2 16
WELD TO UNDERSIDE
OF C6'S
4
UPPER FOUNTAIN POOL FRAMING PLAN
L I I
MARK
DESCRIPTION
REMARKS
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2-1_3 1x3lx
2 2 16 -�-
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3-L3j-x3lx 5
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8
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LINTEL NOTEC
1. ALL LINTELS BEAR 8-" ON MASONPY
4" BRICK
R3nXj
8
W16 & 9"cvu
all ri A 1
;DS
_D
SECTION
3 4"
C:>
C8i 1
5
20'-0"
2' -6" 5'-0" 5'-0" 5'-0r 2' -6"
("I ?Y20.7 2'-0 "SO. CONC.
PIER BELOW
x.
10' -0" 101-0"
4
F
STAIR LANDING__ FRAMING PLAN
C8xl 1.5
(2)-#6 VERT., UP
TO EL. 127'-4"
W873
(3)-#6 VERT., UP
o -\
TO EL. 128'_0 n W873
(3)-#6 VERT., UP
TO EL. 128' -8" -\
8' -516" 7' -6" 16t-4" 1
LINTEL
l>
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Aof 5)-,
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4
2
3_2
V L' t L' L .3'
NOTES:
INDICATES BEAMS THAT HAI,/. A
BEAM BRG. El, 122'._0".(TYP. AROUNF,
PERIMETER OF CANOPY)
2. JOIST BEARING ELEVATION AND
TOP/STEEL BEAM ELEVAT ION 11 24'-0"
UNLESS NOTED
3. INDICATES TOP/STEEL ELEVATION TIC
MATCH ADJACENT JOIST,
4 R.D. : ROOF DRAIN
5. k. R.D. : SECONDARY ROOF DRAIN
- INDICATES LINTEL TYPE. SEE
SHEET S-4 FOR LINTEL SCHEDULE.
VA-C- L!NL 'AA'
S'U;-
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5
20' -1 20' -10„
4A 1," -ale- - -
E
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1 1-0"
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C"4
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2
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CN
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a7
C-4 C-4 Y -
C14 co
C'4
.4
20' -10"
2)-#6 VERT., UP
'0 EL. 127-47
37'-6"_ 37 - '-6"
0-
(20)-2tK9
(3)-#6 VERT.,--UP
C:)
3) 1
d-
-#6 VERT., UP
'0 EL. 128'-8
A
6" 8' -5
16
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co
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- - - ----------
5'
2.5VS 1 i 60
4
2 . I
N 2
MATCH LINE '138'
SEE SHEET
S-3
=o
20' -11"
PARTIAL ROOF FRAMING PLAN_,
if
:
4 00
2.5VS 1
Lo
co
------
0.
( )s 20
16'--8" = 7'- 0�
00
M
Y
04
CN
C-4 C-4
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(7)
_"c C-4
co
N
C%4
MATCH LINE 'AA
SEE SHEET S-2
S THICK CONCRETE SLAB W1
6x6-W3.,,9xW2.9 (42#) MESH
OVER x28GA. FORM DECK
zo
20' -11" 20' -10" 201-10" 20' -11"
NOTES:
1
JOIST BRG. EL. 111' -101 ".
2. T/MEZZANINE SLAB EL 112-4", PARTIAL MEZZANINE FRAMING P_LAN__ � '
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