07-43-024PLAN NOM
Il SUPER IMPOSED LANDS
OLIN 25P5F
UL IN 40PSF
IN 60PSF (BALCONIES)
=100PSF (STAIRS)
2) — DENOTES DIRECTION 01: $LAB MAIN REINFORCEMENT
COUTER MOST LAYER
3) - - DENOTES SLAB BOTTOM REINFORCEMENT
4) DENOTES SLAB TOP REINFORCEMENT
5) FOR a' CONCRETE SLAB PROVIDE "12 '
BOTTOM EACH WAY U.ON ON PLAN
6) L' B' DENOTES 2X6 PT UJOOD LEDGER W 5 /8' o X4'
PENETRATION KUJLK -BOLTS 0 16 OiC TO RECEIVE
10D NAILS • 4' FROM PLYUJOOD SAHEATING -k
1) L' A' DENOTES 2 -2xa P.T WOOD LEDGER UJ 5 /6' 1 x 4'
PENETRATION KWIK -BOLTS BY HILTIO 12' OjC
JUS 28 GALV. HANGER
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LEDGER L'A'
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X 3'-6' DDS♦ --� * X l X i °' X
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MARK
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SIZE
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REINFORCEMENT
TIES OR 6TIteK"
N• 'TYPE a PACMG
REMARK
pOTT.
CMT. 'COP
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28 -1
+12' -8'
8" X 36'
IN 2- LAYERS
2 01
2 *
3
$'
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25 -2
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8" X 24"
2 01
2 10 5
1* 5
3
ET
I a-
25-3
+101-80
ON X 24"
2 105
2 * 5
1 0 5
Q
-
28 -4
+10' -8"
8" X 24'
4 -1
IN 2- LAYERS
2 * 6
1 * 5
3
[
61
215-5
+10' -8"
8' X 26"
2 * 1
2 * 6
1051
3
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a-
2540
+10' -8'
S' X 24'
2 06
2 05
1 05
3
ET
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+10' -8'
8" X 26'
2 10 6
2 10 5
1 0 5
3
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11
28 -8
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S' X 36"
*
IN 2 LAYERS
2 * 6
2 * rE
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25-13
,
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406
1 0 5
3
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10'
24' MIN. ARCH
28 -10
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8' X 32'
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28 -11
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S' X
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28 -12
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2 10 6
2 05
2*
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12'
28 -13
+10' -8'
1h' X Q
5 * 6
5 * Io
3
Ej
10"
2$' MIN. ARCH
28 -14
+13' -2"
8' X 12'
2 06
2 06
3
[j
4'
25-15
+10'-5'
S' X 28'
2 *
2 01
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3
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28 -16
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2 106
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LEDGE N R LI A" TO
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WAUOOD P GKETS SPA D
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■ 8' — — — — — 1 _� s / 0 *4 STIRRUPS
SLAM EL. 10' -8' I _' Q 6' O:C.
TOP a SLAB 5 * 5� 10' s 10' GONG. STAIR
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CONCRETE BEAM SCHEDULE
MARK
TOP
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SIZE
L) X H
REINFORCEMENT
TIES OR 6TIteK"
N• 'TYPE a PACMG
REMARK
pOTT.
CMT. 'COP
C
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EF.
28 -1
+12' -8'
8" X 36'
IN 2- LAYERS
2 01
2 *
3
$'
UPTURNED
25 -2
+10' -8'
8" X 24"
2 01
2 10 5
1* 5
3
ET
I a-
25-3
+101-80
ON X 24"
2 105
2 * 5
1 0 5
3
41
28 -4
+10' -8"
8" X 24'
4 -1
IN 2- LAYERS
2 * 6
1 * 5
3
[
61
215-5
+10' -8"
8' X 26"
2 * 1
2 * 6
1051
3
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a-
2540
+10' -8'
S' X 24'
2 06
2 05
1 05
3
ET
g"
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8" X 26'
2 10 6
2 10 5
1 0 5
3
ET
10'
28 -8
+12'_g'
S' X 36"
*
IN 2 LAYERS
2 * 6
2 * rE
-3
8'
UPTURNED
25-13
+10' -4'
16 X Q
40 6
406
1 0 5
3
[�
10'
24' MIN. ARCH
28 -10
+10' -8"
8' X 32'
2* 6
2 10 5
2 os
3
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12'
28 -11
+10' -8'
S' X
3 * 6
3 05,
3
Ej
6'
16' MIN. ARCH
28 -12
+11' -10'
ON X 32'
2 10 6
2 05
2*
3
ET
12'
28 -13
+10' -8'
1h' X Q
5 * 6
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2$' MIN. ARCH
28 -14
+13' -2"
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2 06
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3
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25-15
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S' X 28'
2 *
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2 10 6
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NWAA
SECOND FLOOR FRAMING PLAN
SCALE: 1/4' a 1' -0'
PI -\ EOP O' i813EAM
CITY C- S,00TM V71AN11
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BY USP W14 10 d NAIL
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SEE DETAIL
L=4 t_j 1 A /S -2
3
3'x10'
3/4' + A 3 -1 HEADER
ROAD EMBEDED IN
CONC. CAP FOR 6"
MASONRY COLUMN
a
TOP OF COL.
EL_ + 10' -S'
Y + LAG SCREEN
w /3' MIN. PENET.
DETAM rk�
SCALE: 3/4' = I' -0' -2
Ho
12901 S.W. 132 AVE
MIAMI, FLORIDA 33186
T. (305) 278 -7776
F. (305) 278 - -7473
WWW.BELLONMILANES.COM
AA- 0003505
ARCHITECTURE
LAND PLANNING
INTERIORS
CONSTRUCTION MANAGEMENT
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DATE: 02 -13 -01
DRAWN: ALEX P - A.P - JP
CHECKED: AP
PROJ. NO: 20061 -5052
OG-- 18--07 J.P.
2.
3.
4.
BDC: BUILDING 'DEPT-.COMMENTS
CC:. COORDINATION C%!GES
AB:' tStsUt .fit .''• ".>'
?A AFIIER APPROf/AL
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