05-766-014BEAM SCHEDULE
REINFORCEMENT
STIRRUPS
MRKD.
TOP ELEV.
SIZE
BOT.
TOP
No.
SPACED o.r-.
REMARKS
RTB
SEE PLAN
5"X 12" MIN,
2#5
2#5
5
5 ® 12" a ENDS
BALANCE @ 48"
DROP AT OFENINC5
SEE DETAIL.
RT5-1
SEE PLAN
12"X16"
2#6
2#6
g
0 12" o.c.
COLUMN SCHEDULE
MRKD.
SIZE
REINFORCEMENT
REMARKS
OR TICALS
BASE IRTG
TIAES P OR
e,"X1211
4#5
#508"
I
SEE DETL
5HT 5-4
5#5
#5@8"
GI
81X16"
4#6
#5p8"
C2
12 "x 12"
4#6
#50 1211
MASONRY COLUMN
FOOTING SCHEDULE
MRKD.
S 1 ZE
REINFORCEMENT
REMARKS
LONG.
TRANS.
F 4.0
4'X4'XI'-4"
5#5
5#5
F 5.0 (SP)
5'X51X11
4#5
4#5
WF-24
24" X 12"
5#5
#4924"
NF-24(5P)
24" X 12"
5#5T S B
❑ #4024"
NF-16
16" X 1211
2#5
-
8.
TC
I
NT5
t lJ• i4°Iit; .��. is •roJ •�:
. 'i .'J: EQ �� ,.. .. , vili �il)E ♦. , •'.ii ��: `. .. � .♦,. i°� 4�� . � r'`, "f:..�.
:1 � , •\�� ♦, „ ,,, ',Ji .. .. �/ �♦ ♦., .',J• ,. 1. .. „ i.r ♦i( ,t ,1. �(:, .. .. .R ♦if i 'J� ♦ t� lAi l.i r': � ..
115 VERTICAL REINF.
�— ON FILLED CELLS
INTERLOCK BLOCK COURSE
(TYP•)
'�J CORNER DETAIL
11
LF-1
2#7 VERT. REINF. IN HIGH WALLS
1#7 VERT. REINF. IN LOW WALLS.
ON FILLED -CELLS
LMF
LI
4
11.- 11 = A C
0.3 LI
OR
NHIGHEVER
15
0.5 L2
T �-"" BAR ,
-"E" BAR -
LI L2
END WALL DETAIL
#5 VERTICAL REINF.
ON FILLED CELLS
INTERLOCK BLOCK COURSE
(TYP•)
WALL INTERSECTION
DETAIL
OCOAO CII I /`CI I f ... //1011l IT
L
TYPICAL DETAIL
REINFORCED WALL DETAILS
SCALE 3/4 "=1 '-O"
TYPICAL SEAM DIAGRAM
N.T.S.
0.5 L2
OR
NHIGHEVER
15
TOP BAR5 EXTEND TO 114 PT. OF ADJACENT SPAN
UNLE55 OTHERNI5E NOTED. "C" BARS ARE AT
NON -CONTINUOUS ENDS. "E" BAR5 ARE OVER
INTERIOR SUPPORTS. TOP BARS GALLED FOR AS
CONTINUOUS NHEN SPLICED, SHALL BE SPLICED IN
THE MIDDLE THIRD OF THE SPAN. THE BEAM IS READ
FROM LEFT TO RIGHT.
L3,--
4 ---- - - _ ---
OR
0.5 L3 CANT. CANT.
OR
WHICHEVER
I,:;
L3
S & A ENGINEERS, INC.
CA 3112-
JOB NO.
104 CRANDON BLVD.
SUITE # 322
KEY BISCAYNE, FL. 33149
(305) 361-1121
5-4
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