05-1465-017CONT. TOP BAR
"C" BARS
TOP
ELEV.
STD. 90 ° HOOK
"E" BAR TOP LAYER
IN TOP LAYER
SPACING E.E.
IN TOP LAYER
BOT.
WHERE ACI
SPACING
WHERE ACI SPACING
0.33 (L -1) OR
ALLOWS
ALLOWS "E" BAR
CANTILEVER "L"
0.33 (L -1)*
0.33 (L -2)*
0.25 (L -2)
WHICHEVER IS
r
GREATER I
@ 10” o/c
0"
0„
I
I
2 #7
L BOT. BARS CONT. "I" BARS
2" MAX. 2" MAX. 2" MAX. 2" MAX. 2" MAX.
CANTILEVER "L" L -1 L -2
BEAM STEEL PLACEMENT DIAGRAM
NOTE: N.T.S.
1. WHERE NECESSARY CONT. TOP BARS SHALL BE LAPPED 24 BAR DIA. IN MIDDLE 1/3 OF SPAN.
2. * = WHICHEVER IS GREATER.
3. "1" BARS SPLICE OVER SUPPORTS WITH 36 BAR DIA. LAP SPLICES.
S2
S3
TYPICAL GIRDER SECTION
BEAM SCHEDULE
MARK
TOP
ELEV.
SIZE
(WXp)
REINFORCEMENT
TYP
SPACING E.E.
REMARKS
BOT.
TOP
PtEpt
„ I „ (EF)
N0.
213-1
SEE PLAN
8 "X20"
2 #6
2 #6
#3
@ 10” o/c
f'c =5000
2B -2
SEE PLAN
8 "X24"
2 #7
2 #6
1#5
#3
@ 10" o/c
f'c =5000
TB
SEE PLAN
8 "X16"
2 #5
2 #5
#3
@ 10" o/c
f'c =4000
TB -1
SEE PLAN
8 "X20"
2 #5
2 #5
#3
@ 10" o/c
f'c =4000
RB -1
SEE PLAN
8 "X20"
2 #7
2 #6
#3
@ 10" o/c
f'c =5000
RB -2
SEE PLAN
8 "X24"
2 #6
2#6
1 #5
#3
@ 10" o/c
f'c =5000
RB -3
SEE PLAN
18 "X22"
2 #7
2 #7
1 #5
#3
@ 10" o/c
f'c =5000
TnP ANn R(1T RARC cFr' RnA crurn1 n 17
rB-" ARCHED BEAM DETAIL
S2 s5 SEE ARCH. DWG FOR RADIUS AND SIZES
00
TC1
VERT: 4# 5
TIES: # 3 @ 12 "o /c
2' -1'
O —\
20 Go SHEET MTL:
R TRUSS
THICK CDX EXT. PLYWOOD
J GALV. NAILS @ 6" o /c.
OR ROOFING SEE ARCH. DWG.
R TRUSS ANCHOR
>ETAIL B /S -4
=L. SEE PLAN
ABRICATOR RESPONSIBLE
0 DESIGN OVERHANG AS PER ASCE 7 -98
=RT. IN FILLED CELL.
RIINF.(LADDER TYPE
J. ))WALL
SCALE 3/4" = V-0"
VARIES
(3 TO
I
TYCAL)
SECTION A— A
SCALA 3/4"
FILLER AS REQUIRED —�
BY TRUSS DESIGNER. (TYP.)
TB
S2
S3
PRE — FABRICATED WOOD TRUSSES
@ 24" o/c
5/8" THICK CDX EXT. PLYWOOD
w /10d GALV. NAILS @ 6 o /c,
4" 0/c AT EDGES
HURRICANE STRAP NU —VUE/ NVHTA -18
GALV. @EACH TRUSS
TYP. FOR ALL ROOF TRUSSES)
ADE COUNTY APPROVAL
FL 00- 0327.03
EL. SEE PLAN
+
. - .SEE ARCH.
M.� D E A FABRICATOR RESPONSIBLE
TO DESIGN OVERHANG AS PER ASCE 7 -98
DINT REINF.(8 GA. LADDER TYPE @16 "o /c)
8" CMU. WALL
TYPICAL WALL SECTION
A 9 3/4" a A 111
2 "
a 3
1
oi 0j 1 5 1 1
01 01
1/2" 1 1/2'
3.. 31 3"
A 3" 4[ 3..
1. 9 I" 4" AT CORNER
CONDITION 10 3/4" 4" CONDIITIONR
TWO PLY TRUSS THREE PLY TRUSS
(MAX. UPLIFT = 5,800 #)
A SECTION
S2 * S5
S3
FOR REINF. SEE BEAM SCHEDULE
PTH e ° OIL EL. 0 SEE PLAN r, EL. @ SEE PLAN
IF
BEAM e e.
D. ° •. y
° e G
° ? °
e ° ° d ° e 1.
t
e 4• e ° °
d
° • a •
f pd e
e ,DROP IN BM. ELEVATION
e•
2 #5 ,,DROP IN BM. ELEVATION
Y
8" BEARING
rC— TYPICAL DETAIL
�S5 (DROP IN BEAM ELEVATION) N.T.S.
TS 4 "X4 "X3/8"
PL 5/8 "X12 "X1' -0"
W/4 -5/8 "DIA. A307
ANCHOR BOLT.
EMBEDMENT
,> 8„ 2,.
F 1 +
w
CAP P 8 "X12 "X1 /2"
W/4 -5 \8" DIA. X 4"
TC2 BASE PL CAP P
VERT.: 7# 6
TIES: # 3 @ 8 "o /c C1
TS 4 "X4 "X3/8"
COLUMN DETAILS
N.T.S.
3/16
8" 2"
N O
0
N O 0
STEEL PIPE FILLED W/ CONC.
BASE PLATE: 5/8 %12 %12"
W/2 -5/8" diam. A301 ANCHOR
BOLTS
CAP PLATE: 1/2%8%12"
W /4- 5 /8 "dia.x4" NELSON
STUDS
_W
E
EPDXY
8"
N O
0
N O
AP P
SCALE 3/4" = V -0"
C�7
S2
S3
REINF.
MASONRY
TB -1—
(MAX. UPLIFT = 7,200 #)
� -8" CMU
BLOCK
VERT. BAR
SCALE 3/4" = V-0"
OIL EE HIGHER ELEV.
CHANGE IN BEAM ELEVATION
(TYP.) N.T.S.
V�SVAHEIGHT OF JAMB
EE ,PLAN) SIDE OF OPENING.
RIES
.
OPENING
2' -0' VARIES
(TYP.).... (SEE PLAN)
2 # 5 TOP &
BOTTOM OF
OPENING
2' -0"
(TYP.)
GIRDER TRUSS CONNECTION DETAIL
Q
m
�r
48" BAR DIA.
Tf�
BARS SEE
4 DETAILS
'c
CONC. BEAM CORNER
E TYPICAL DETAIL
4 S4 SCALE NTS
ADDED BARS TO
SUBSTITUTE FOR . ' '
..... .....
INTERRUPTED BARS.
* . .. /X
OPENING
1 # 5 TOP &
O
N
BOTTOM (TYP.)
....... ..
KF'� SLAB OPENING
,+r,,������r S REINF. AT MASON.R Y =;� a1 N.T.S.
.....
—. ; - �.EN • �q '�,,
WALL OPENINGS
M . H ajjar & Associates Inc.
MOHAMMAD HAJJAR,P.E.
EB 8373 — PE 40187
2750 Douglas Road Suite 200, Miami, Florida 33133
Tel. (305)445 -2399 Fax. (305)445 -2219
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