13-452-088DROP TIE BEAM DETAIL
N.T.S.
r1 4 #3 @ 1 2' E.E.
1 #5 TOP BOTT. CORNER BAR
30" LONG AT EA. SIDE.
BAL. @ 48"
TYP. TIE BEAM AND
BEAM CORNER DETAIL
_ ..._v N.T.S.
811
cF)
NOTES
■
CONC. BM.
(SEE SCHED. F(
DIM. RFINF.)
I - LAP SPLICING SHALL NOT BE LE55
THAN THE LARGER BAR.
2 - COLUMN SIZE, REINF'G, t CONC.
STRENGTH AS NOTED IN COLUMN
SCHEDULE —�� rnr Ir �nl
d
D
Q
m
NEW FOOTING
TYP. CONCRETE COLUMN DET.
SCALE %" = 14"
OR
\ I ►il�1�J \ I \ \� l' /il9 A
L�
DRILL 1 #5 REBAR X 300 BAR
LG. INTO EXISTING CONC. W/
HIT HY 150 SYSTEM BY HILTI 3,
MIN. 4/2' EMBE15.
G•,lti{t1.�.�r T T,
WD. TRUSSES
@ 24" O.C.
FILL W/ 3000 P51 MCU —�
(SEE PLAN)
DRILL 1 #5 REBAR X 300 BAR —�
LG. INTO EXISTING CONC. W/
HIT HY 150 SYSTEM BY HILTI 31
MIN. 4/2" EMBEB.
w
U
a_
Q
Q
Q
l>�
03
ER AS
NTS.
SEE PLAN FOR
rOOTING 51ZE
TYP. FOOTING
NAILS (TYP.)
KinTF (Z'
1: HORIZONTAL BRACING OF BOTTOM CHORD:
ONE ROW OF HOKIZ. BRACING SHALL BE
PROVIDED AT EVERY 8' -0" Of SPAN OF TRUSS.
BRACING MEMBERS TO BE 2 "X4" CONTINU05 WOODMEMBER
ATTACH. W /(2) I Gd NAILS AT EACH TRUSS. LAP SPLICE LENGTH
WILL BE OVER AT LEAST TWO TRUSSES.
\i—/ r vtn 1'41 NrL--, k i l l ./
2: DIAGONAL BRACING:
2 "x4" CROSS
BRACING
(4" CONT.
)KIZ. BRACING
THE CRO55 BRACING TO BE 2 "X4" WOOD
MEMBER AND PLACED AT END ROW OF
PERMANENT HORIZONAL BRACING, AT EACH END
OF THE BUILDING ( NOT MORE THAN 20' -0"
SPACING IN DIRECTION OF HORIZONTAL
BRACING).
DETAIL OF PERMANENT HORIZONTAL
& CROSS BRACING OF TRUSS (TYP)
SCALE: N.T.S
T.O.EXI5T.BM.
ELEV. +8' -4"
KNOCK OFF THE EXISTING
MASONRY WALL IN THE WAY
SHOWN
-NEW 1 #5 BAR IN CENTER LINE
OF FILLED CELL.
�— EXISTING CONC. fl-G.
TYP. DETAIL OF-DO-OR OPENING TO BE FILLED
NT5
DRILL 1 #5 REBAR INTO
EXISTING CONC. W/
HIT HY 150 515TEM BY
HILTI 3, MIN. 4/2" EMBEB.
CANTILEVER L OK L2/3 L2/3 OR Li/3 L2/3 OK Ll /3
WHICHEVER 15 GREATER "I" BAR WHICHEVER IS GREATS
"T" BAR
LAP 24 BAR DIA AT SUPPORTS
BOTTOM BAR STIRRUPS AS SCHEDULED
I 112" CLEAR COVER ALL SIDES
��I L2
TYPICAL BEAM DIAGRAM
Li /3
BAR
T11 BAR
BOTTOM BAR 5TD. HOOKS
Li
"D" BAR
"C" BARS ARE TOP BAR5 OVER RIGHT INTERIOR 5UPPPOKT5.
"D" BAR5 ARE TOP BAR5 AT NON - CONTINUOUS ENDS.
"T" BAR ARE TOP BARS CALLED FOR AS CONTINUOUS, WHEN SPLICED,
LAP SPLICE SHALL BE EXTENDED TO THIRD SPAN ON BOTH 51DE .
T' INTERMEDIATE REINFORCEMENT.
EXISTING DROP DOWN T.B.
CONTRACTOR TO VERIFY.
FOOTING SCHEDULE
i
MARK
SIZE
t
REINFORCEMENT
REMARKS
BOTT. BARS
TOP BARS
TSE
8 "X 12 "X CONT.
1 #5 CONT.
WF -16
1 G" X 12" X CONT.
2 #5 CONT.
#5@ 14" O.C. (TRAN5V.)
'
3' -0" X 3' -0" X 12"
4 #4 EA. WAY
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BEAM SCHEDULE
�
MARK
ELEV.
DIM.
(in.)
W x D
a
REINFORCING
STIRRUPS
REMARKS
B
T
C
I
No.
SPACING
B -1
+8' -4"
8" X 22/2°
3 #7
V 1
2 #7
2 #5
3p
@ 10" O.C.
B -2
+ 11' -4"
8" X VAR.
2 #5
2 #5
311
@ 12" O.C.
ARCH. BM. SEE DET. C /5-4
B -3
VARIES
8" X VAR.
2 #5
2 #5
4 #5
30
@ 12" O.C.
ARCH. BM. SEE DET. C /5 -4
TB -1
+8' -411
8" X 1211
2 #5
2 #5
Cn
3171
4 #3 @ 12" BAL. @ 48" O.C.
i
T.O.EXI5T.BM.
ELEV. +8' -4"
KNOCK OFF THE EXISTING
MASONRY WALL IN THE WAY
SHOWN
-NEW 1 #5 BAR IN CENTER LINE
OF FILLED CELL.
�— EXISTING CONC. fl-G.
TYP. DETAIL OF-DO-OR OPENING TO BE FILLED
NT5
DRILL 1 #5 REBAR INTO
EXISTING CONC. W/
HIT HY 150 515TEM BY
HILTI 3, MIN. 4/2" EMBEB.
CANTILEVER L OK L2/3 L2/3 OR Li/3 L2/3 OK Ll /3
WHICHEVER 15 GREATER "I" BAR WHICHEVER IS GREATS
"T" BAR
LAP 24 BAR DIA AT SUPPORTS
BOTTOM BAR STIRRUPS AS SCHEDULED
I 112" CLEAR COVER ALL SIDES
��I L2
TYPICAL BEAM DIAGRAM
Li /3
BAR
T11 BAR
BOTTOM BAR 5TD. HOOKS
Li
"D" BAR
"C" BARS ARE TOP BAR5 OVER RIGHT INTERIOR 5UPPPOKT5.
"D" BAR5 ARE TOP BAR5 AT NON - CONTINUOUS ENDS.
"T" BAR ARE TOP BARS CALLED FOR AS CONTINUOUS, WHEN SPLICED,
LAP SPLICE SHALL BE EXTENDED TO THIRD SPAN ON BOTH 51DE .
T' INTERMEDIATE REINFORCEMENT.
COLUMN TYPES
G \ /I(�TIAI/"• f1 f7 /1.'i f�/l.1 iA� r �-,
5/8" PLYWC
T.O.EXIST.BM. SHEATHING (T
ELEV. +8' -4"
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SPACE SIZE
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ING CONC. FTG.
TYP. DETAIL OF OPENING TO BE FILLED /c
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PIGGY BACK
@ 24" O.0 MAX.
17n ., 1 711 /IPF�IIAI/` G'!lO
u
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VALLEY TRUSS DETAIL (H �
uT.
�-3
3Y BACK W/ (8)- I Gd U
155 @ 24" O.C. C
130.33
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PREFAB WOOD
TRU55E5 @ 24" O.C.
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Chau L. Manh P.E. #68215
Structural Engineer
6720 NW 174th TER.
Hialeah, FL 33015
Ph: 786 -547 -7921
Fax: 305- 863 -3381
l -` i �. Y property of CLM, and may not be reproduced
r � The information contained in this document and the document itself are exclusive) the
or used for other purpose than the referenced project for which it was created unless with the elicit consent cl CLM engineenng.
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❑
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REVISIONS
FOOTING SCHEDULE
i
MARK
SIZE
t
REINFORCEMENT
REMARKS
BOTT. BARS
TOP BARS
TSE
8 "X 12 "X CONT.
1 #5 CONT.
WF -16
1 G" X 12" X CONT.
2 #5 CONT.
#5@ 14" O.C. (TRAN5V.)
0
3' -0" X 3' -0" X 12"
4 #4 EA. WAY
�
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IN
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BEAM SCHEDULE
�
MARK
ELEV.
DIM.
(in.)
W x D
a
REINFORCING
STIRRUPS
REMARKS
B
T
C
I
No.
SPACING
B -1
+8' -4"
8" X 22/2°
3 #7
V 1
2 #7
2 #5
3p
@ 10" O.C.
B -2
+ 11' -4"
8" X VAR.
2 #5
2 #5
311
@ 12" O.C.
ARCH. BM. SEE DET. C /5-4
B -3
VARIES
8" X VAR.
2 #5
2 #5
4 #5
30
@ 12" O.C.
ARCH. BM. SEE DET. C /5 -4
TB -1
+8' -411
8" X 1211
2 #5
2 #5
Cn
3171
4 #3 @ 12" BAL. @ 48" O.C.
TB -2
+8' -4"
8" X 1' -4"
2 #5
2 #5
3
4 #3 @ 12" BAL. @ 48" O.C.
TB -3
+101-011
8" X 20"
2 #5
2 #5
3p
4 #3 @ 12" BAL. @ 48" O.C.
RAKE BM.
VARIES
8" X 12"
2 #5
2 #5
N
30
4 #3 @ 12' BAL. @ 48" O.C.
w�
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CONCRETE COLUMN SCHEDULE
MARK
SIZE
REINFORCING
TYPE
REMARKS
VERTICAL
TIES
C -1
8" X 1211
4 #5
#3 @ 8" O.C.
A
a
C -2
8" X 1 G"
G #5
#3 @ 8" O.C.
B
C -3
8" X 1811
G #G
#3 @ 8" O.C.
B
z
0
C -4
SEE REMARK
7 #5
#3 @ 8" O.C.
C
A= I' -1
0 ", B= 1' -4 ", C =8"
C -5
SEE REMARK
7 #5
#3 @ 8" O.C.
C
A= 1' -4 ", B= P -4", C =8"
COLUMN TYPES
G \ /I(�TIAI/"• f1 f7 /1.'i f�/l.1 iA� r �-,
5/8" PLYWC
T.O.EXIST.BM. SHEATHING (T
ELEV. +8' -4"
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_L W/ 3000 PSI MCU
EE PLAN)
SPACE SIZE
PLAN
ING CONC. FTG.
TYP. DETAIL OF OPENING TO BE FILLED /c
v . s -s
PIGGY BACK
@ 24" O.0 MAX.
17n ., 1 711 /IPF�IIAI/` G'!lO
u
1,1 \ /C?T7i1 GTo'�P BY Nu —Vue WRAP
VALLEY TRUSS DETAIL (H �
uT.
�-3
3Y BACK W/ (8)- I Gd U
155 @ 24" O.C. C
130.33
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TRU55E5 @ 24" O.C.
2
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r
Chau L. Manh P.E. #68215
Structural Engineer
6720 NW 174th TER.
Hialeah, FL 33015
Ph: 786 -547 -7921
Fax: 305- 863 -3381
l -` i �. Y property of CLM, and may not be reproduced
r � The information contained in this document and the document itself are exclusive) the
or used for other purpose than the referenced project for which it was created unless with the elicit consent cl CLM engineenng.
Z
a
U
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a
(r.
❑
W
V]
REVISIONS
BY
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r
i
1
1
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Date
00/00/2013
Scale
A.S.
Drawn
M.C.
/A.T.
Job
Sheet
S -3
Of
Sheets
Seal
Date:
License
# AR- 0015253