13-1274R-002a
SOFFIT BEAM SCHEDULE (S -4)
SPEC. STIRR MK.#
QTY.
LENGTH
SIZE
JOIST SCHEDULE (ROOF)
(S -4)
CROWN DEPTH ULL
Mu
Vu
Tu
COND. TYPE
5Y4
15 -I"1
Y
Y Y
a
D -175
SPECIAL
CONDITION SPECIAL
MARK
QTY.
LENGTH
TYPE
STRAND PATTERN
REL.
CROWN
SHORE LOAD
S.I.L.
SLAB
VU
ONE
END
OTHER OTHER SSHEA
END
J30
4
32'-2" 12"1
38H -PL + 1 #3
2.75, 4.75, 6.75, + 1 #3x20' PULL .70
3500
%
00
55
4"
12.2
A
A
J31
1
32' -2"
38H -PL + 1 #3
2.75, 4.75, 6.75, + 1 #3x20' PULL .70
1
30
D -178
1
26 -11 "
12.2
S
A
J32
9
261 -999
38H -PL
2.75, 4.75, 6.75, PULL .70
Yz
1
20'"7"
U-)
10.0
A
A
J33
1
__[_
26' -g,}
3SH -PL
2.75, 4.75, 6.75, PULL .70
D-180
1
1
10.0
S
A
J41
9
44' -1 is 16 "1
58H -1 PT
2.75, 4.75, -- 10.75(7.25) PULL .60
3500
1 Lz
55
4"
17.7
A
A
J42
3
44 -1 „
58H -1 PT
2.75, 4.75, 10.75(7.25) PULL .60
25' -5"
1 y1
2 #5x15 PUL '.60
#5(1006" BAL i(1409 ")
17.7
S
A
J43
1
F.D.
58H -1PT
2.75, 4.75, --= 10.75(7.25) PULL .60
11i
5 906" BAL 09"
( )
1�i
34
17.7
A
B
J44
1
F.D.
58H-1 PT
2.75, 4.75, --- 10.75(7.25) PULL .60
3 0 5 ", 2 0 5"
2 #5x15' PULL .60
1L�
34"
1
17.7
A
B
D -185
1
6--'10 "
3 0 5 ", 2 0 5"
+2 #5 PULL .60
0 6"
----
Z
270
90
1
1
_-
3 Q 5 ", 2 O 5"
#5 0 6"
34"
O
65
1
D -186
J111
1
42' -0" 20 "1
6SH -PL
2.75, 4.75, ---- -12.75 PULL .70
3500
in
V)
55
4"
21.2
S
A
J112
1
42' -O"
68H -PL
2.75, 4.75, 12.75 PULL .70
100
1"
1
21.2
A
A
J113
3
35' -7"
48H -PL
2.75, 4.75, 6.75, 12.75 PULL .70
100
-Y4
D -188
18.0
S
A
J114
2
35' -'10"
35$
48H -PL
2.75, 4.75, 6.75, 12.75 PULL .70
-Y4
D -189
1
22' -11"
18.0
A
A
J115
1
46 -10"
68H- -1 PT
2.75, 4.75, --�- 12.75(10.5) +1#4x30' PULL .70
a
116
1
19' -10"
24.1
S
S
J116
3
47' -4"
68H -1 PT
2.75, 4.75,- 12.75(10.5) +1 #4x30' PULL .70
1y
21'-1 0 "
3 0 5 ", 2 0 5"
24.1
A
A
a
SOFFIT BEAM SCHEDULE (S -4)
SPEC. STIRR MK.#
QTY.
LENGTH
SIZE
STRANDS
STIRRUPS
CROWN DEPTH ULL
Mu
Vu
Tu
COND. TYPE
5Y4
15 -I"1
Y
Y Y
a
D -175
1
20'-11*
16"
91-to PULL .60. 5
#3(6 0 6% BAL 15 ")
fi
34"
100
40
• "~
4 •
�
D -176
1
22' -4"
3 05, 2 05-
PULL .60
#3(6 0 6% BAL 15 ")
+b
34"
100
40
00
D -177
1
23' -1"
3 0 5 ", 2 0 5"
+2 #6x20' PULL .6C
5 906" BAL 409" )
L�
34"
280
95
1
30
D -178
1
26 -11 "
" "
2 O 20'P' L .6
#5(1106" BAL ,#409 ")
1h
34"
280
95
1
D -179
1
20'"7"
U-)
0
3 0 5 ", 2 5" PULL .60
#3(606" BAL 15 ")
40h
34"
100
40
j ,
C5
D-180
1
3 PULL .2 5"
#3(606" BAL 15 ")
yi
34"
100
40
3
Q
D -181
2
20' -7"
3 0 5 ", 2 0 5"
+2 x15 PULL .60
#5(906" BAL #409 ")
34"
270
90
1
D -182
1
25' -5"
TYPE 4
2 #5x15 PUL '.60
#5(1006" BAL i(1409 ")
34"
270
90
1
Tw Of SLAA
D -183
1
23' -9"
3 05% 2 05-
2 5x15' PULL .60
5 906" BAL 09"
( )
1�i
34
270
90
1
D-184
1
24' -0"
3 0 5 ", 2 0 5"
2 #5x15' PULL .60
#5(1006" BAL #409 ")
34"
270
90
1
D -185
1
6--'10 "
3 0 5 ", 2 0 5"
+2 #5 PULL .60
0 6"
----
34"
270
90
1
1
8 -5 "
3 Q 5 ", 2 O 5"
#5 0 6"
34"
100
65
1
D -186
PULL .60
D -187
1
2 " -11"
3 05% 2 05-
PULL .60
0 6"
34"
100
100
1
1
21'
3 O 5 ", 2 0 5"
#5(906" BAL #409 ")
'A
34"
280
100
1
D -188
-5"
2 5x15' PULL .60
0
D -189
1
22' -11"
3 0 5 ", 2 0 5"
2 5x15' PULL .60
906" BAL #3015 ")
34"
310
100
a
D -190
1
19' -10"
3 O 5% 2 0 5"
+2 5x15' PULL .60(
806" BAL #3015 ")
34"
310
100
0
1
21'-1 0 "
3 0 5 ", 2 0 5"
#5(906" BAL IIl409 ")
34"
310
100
1
D -191
+2 5x15' PULL .60
71
1
�r
COD
TYP CLOSED
STIRRUP DETAIL
■
x
\ / T O. SL AN
r-
7
T • •+ W 4
TYPE
MP OF SIJAA
TYPE _ 3
�TW OF
TYPE
• V � v
N Y 1 1• U 4 Y
\ Twj co; Y
� V V V
� • • W U
i Y • Yi•UY
.1i� • Y
• eve* U
4 W
5Y4
15 -I"1
Y
Y Y
y •c•
j Y
....-
•
v
L
• "~
4 •
�
• • •
• 4
1 •
•1•j • •••Y•
•
Y
Y •
•1• (,.G��Y•
O I
I
TYPE
00
00
U-)
LO
k SUP OF
W
U-)
X
..
j ,
C5
yi
0
TYPE 4
U
Tw Of SLAA
C)
Uj
Y
v
V
TYPE
S .RUC T UR"i.AL ` F(_''Tlwt .)
L E G EN D
A STANDARD
B BEVEL END. SEE DETAIL
N BOTTOM NOTCH REQ'D., SEE DETAIL.
S SHEAR FRICTION REQ'D. , SEE DETAIL
H HANGER CONNECTION REQ'D., SEE DETAIL
ONO TOP NOTCH REQ'D., SEE DETAIL.
BUILD UP REQ'D., SEE DETAIL.
EMBED PLATE OR "L" REQ'D., SEE DETAIL.
0 BLOCK OUT REQ'D., SEE DETAIL.
C SPECIAL TOP NOTCH OR STEP REQ'D. SEE DETAIL.
I INSERT REQ'D. SEE DETAIL.
D DROP INS REQ'D. SEE DETAIL
L DOVETAIL REQ'D., SEE DETAIL
OADDITIONAL STEEL REQ'D., SEE DETAIL.
�.J BOTT. NOTCH W/O TOP NOTCH REQ'D., SEE DETAIL.
NY 1" HYDRAULIC CEMENT ONE END.
SW SPECIAL HANGER CONNECTION REQ'D., SEE DETAIL
RED TAG READ.
DRAWING: SCHEDULES, DETAILS & NOTES
PROJECT: Center for Innovative Medicine
LOCATION: 5995 SW 71V4Ms
South Miami, Fl.
ARCH.: GRESHAM. SMITH is PARTNERS
ENG.: G.D. KLIEGER
G . C .: ANF
wo
sell i L
U) W
w Q Q
_j
0o Q
r I�
i
S,,E A L
WALTER E:' ALVAREZ P.E.
CIVIIAY.RUC'TURAL" -1`
STA; FLORIbA ;,
{C ICAT`N5 i
y
„
CERTIFICATE OF,
AUTHORIZATION NUMBER
%0009401.'
zr
REVISIONS
I
DRAWN: FSD
CKD.:
APPVD.:
ISSUED:
FROM STRUCT. DWGS
SHEET:
DATED:
i
JOB N0.
2329
SHEET:
SC -4