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WOOD TRUSSES
.9 24" c /c. MAXIMUM
2 x 4 BLOCKING NAILED
TO TOP CHORD OF
TRUSSES IN AREA OF
BLOCKED DIAPHRAGM
WK2)1(od TOE NAILS EACH
END
D I AGRA1"f FOR NA I L INCA OF ROOD
5WE,4TNINr_:; AT BLOCKING;
D I,aPNR,4GM
5CALE:3 /4" = I' -0"
BEAN /TIE BEAM PROVIDE 03 TIES 6 12" O.C.
SEE PLANS AND OVER OPENINGS UNDER 6' C
t 3 TIES 9 5 O.G. OVER 6 0.
SCHEDULES
a
° d d
a °°
° d
d ° °
° d e °
m °
d
° d-
" MIN., ADD 2 "5 BOTTOM AND
AT EACH FACE FOR
EACH 12" TB DROP,
OPENING DOOR OR WINDOW
OPENING.
I
T5 DfP-.,0f DETAIL AT OFEN ING;5
SCALE: 3/4" =1' -0"
NEW
NEW 205 x 3' -0" DOWEL SET-
(oil IN EXISTING TIE BEAM IN
HILTI RE 500 EPDXY.
EXISTING
EXISTING TIEBEAM
TO REMAIN.
EXISTING MASONRY
WALL TO REMAIN.
NEW DOWELS
E I
SECTION A -A
EXISTING CONC
TIE COLUNM
EXISTING MASONRY
WALL TO REMAIN.
:XISTING FOOTING
'O REMAIN.
500 EPDXY. MATCH QUANTITY OF
DOWELS W/" OF BARS IN NEW
FOOTING.
T�f). STAf`TEfR COLUMN DETAIL
N.T.S.
I
i
(
I
2 "x8" P.T. WD. NAILER
W/11/2" m TAPCON x 2"
EMBED INTO CONC. 9 S" O.C.
PROVIDE TRUSS ANCHOR_
HLPTA 75 BY U.S.P.
e EA. OUT-LOOKER
EL. VARIE5
TOP OF RAKE BEAM
PLAN
CDX MYW= SHEATHING
W/I0d NAILS 11141 O.G.
PREFAB. WOOD TRUSSES
• 24" O.C. TYP.
RAKE BEAM
10d NAILS
64" c /c.
2 "x4" BLOCKING
2:DIAGONAL BRACING:
10d NAILS
s4" c /c.
W /(2)1(od NAILS
CONCRETE SLAB, SEE
.. J
SEE SCHEME FOR
PERMANENT HORIZONAL BRACING,
NAILS 6 4" O /C.
AT EACH END OF THE BUILDING
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Z=
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HORIZONTAL BRACING
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"to d NAILS
Ld
BRACING
O
4" c /c.
l
2'x6' P.T. WOOD NAILER
24" O.G.
N<
2 x 4 BLOCKING NAILED
TO TOP CHORD OF
TRUSSES IN AREA OF
BLOCKED DIAPHRAGM
WK2)1(od TOE NAILS EACH
END
D I AGRA1"f FOR NA I L INCA OF ROOD
5WE,4TNINr_:; AT BLOCKING;
D I,aPNR,4GM
5CALE:3 /4" = I' -0"
BEAN /TIE BEAM PROVIDE 03 TIES 6 12" O.C.
SEE PLANS AND OVER OPENINGS UNDER 6' C
t 3 TIES 9 5 O.G. OVER 6 0.
SCHEDULES
a
° d d
a °°
° d
d ° °
° d e °
m °
d
° d-
" MIN., ADD 2 "5 BOTTOM AND
AT EACH FACE FOR
EACH 12" TB DROP,
OPENING DOOR OR WINDOW
OPENING.
I
T5 DfP-.,0f DETAIL AT OFEN ING;5
SCALE: 3/4" =1' -0"
NEW
NEW 205 x 3' -0" DOWEL SET-
(oil IN EXISTING TIE BEAM IN
HILTI RE 500 EPDXY.
EXISTING
EXISTING TIEBEAM
TO REMAIN.
EXISTING MASONRY
WALL TO REMAIN.
NEW DOWELS
E I
SECTION A -A
EXISTING CONC
TIE COLUNM
EXISTING MASONRY
WALL TO REMAIN.
:XISTING FOOTING
'O REMAIN.
500 EPDXY. MATCH QUANTITY OF
DOWELS W/" OF BARS IN NEW
FOOTING.
T�f). STAf`TEfR COLUMN DETAIL
N.T.S.
I
i
(
I
2 "x8" P.T. WD. NAILER
W/11/2" m TAPCON x 2"
EMBED INTO CONC. 9 S" O.C.
PROVIDE TRUSS ANCHOR_
HLPTA 75 BY U.S.P.
e EA. OUT-LOOKER
EL. VARIE5
TOP OF RAKE BEAM
PLAN
CDX MYW= SHEATHING
W/I0d NAILS 11141 O.G.
PREFAB. WOOD TRUSSES
• 24" O.C. TYP.
RAKE BEAM
PLYWOOD
_\
2 "x4" BLOCKING
2:DIAGONAL BRACING:
NAILED TO
W /(2)1(od NAILS
CONCRETE SLAB, SEE
TRUSS W /10d
SEE SCHEME FOR
PERMANENT HORIZONAL BRACING,
NAILS 6 4" O /C.
AT EACH END OF THE BUILDING
Z
AND AT NOT MORE THAN 20' -0"
AND REINFORCING
Q
SIZE 4 REINF.
HORIZONTAL BRACING
Q_
\V
TRUSSES.
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DETAIL OF ANENT L ATE fRAL
EL. SEE PLAN
a' cMu
r— s -—
+— +
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GABLE END
Ld
BRACING
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WD. TRUSSES @
l
2'x6' P.T. WOOD NAILER
24" O.G.
N<
VAPOR BARRIER
2 x 4 CONT. HORIZ.
f
LATERAL BRACING
Wl%'+ x 6' EMBED INTO CONC.
O
�
WALL FOOTING, SEE
Fr
MK BOLTS • 24' O.G.
z
FOR SIZE AND REINF.
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EL. SEE ARCH. DWG'S
TOP OF TIE BEAM
25x4" PERM. HORIZ. CONT.
TIE -BEAM
BRACING WK2) -16d NAILS
SEE SCMME FOR
• EA END
SIZE 4 REM.
2'x4' BLOCKING
1111(2) HURRICANE CLIPS
8" REW. MASONRY BLOCK
• EA SIDE
WALL FILLED W WO pa.l.
25x4' BRACMG TO BE NAILED
GROUT AND REN.
TO 2'x4" BLOCKING WK4 -10d NAILS
AS PER PLAN
ON EA END (11151-0" O.C. MAX. ALONG
GABLE END) MIN. 2 TRUSSES
"X'' 5RAC ING
F05� G45LE END
SCALE: 3/4" ■ V-0" -O"
RAKE BEAM
SEE SCHEDULE FOR
SIZE 4 REINFORCEMENT.
�T.o.B.
TIE BEAM OR BEAM
SEE SCHEDULE FOR
SIZE 4 REINFORCEMENT.
C.M.U. WALL
COL. OR COLUMN
SCHEDULE FOR
E 4 REINFORCEMENT.
R,4KED 5E,11'401 CONNECTION DETAIL
SCALE: 3/4"a l'-011
°CIAIC ^°''cMENT TO BE
1 FOOTER TO TIE
WALL. PROVIDE
:)P TIE BEAM OR
REQ'D
SHEET)
0 SILL W/ 205'5
><TEND 8"
FY(�iJ17 nPFAIITJr�
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SEE PLAN
T�'P. WALL FOOTING
CORNER DETAIL
SCALE: 3/4 " =1' -0"
3" CLEAR TYP.
THICKENED EIDr-:;E AT DOOR DETAIL
SCALE: 3/4"=I'-011
4T TO BE
)OTER TO
WALL.
(4) 16d NAILS e EA _
CONN. (TYP)
2 x 4 CROSS
BRACING
16d N 1 S �\ W /(4)lrod NAILS
P•) m \ e EACH CONN.
SPACES 02'- 0 "O.C.= 20'- 0"(MA�)
2 x 4 BLOCKING
NOTES:
PLYWOOD
_\
2 "x4" BLOCKING
2:DIAGONAL BRACING:
NAILED TO
W /(2)1(od NAILS
CONCRETE SLAB, SEE
TRUSS W /10d
EACH END (TYP)
r
PERMANENT HORIZONAL BRACING,
NAILS 6 4" O /C.
AT EACH END OF THE BUILDING
Z
AND AT NOT MORE THAN 20' -0"
AND REINFORCING
Q
105
HORIZONTAL BRACING
Q_
\V
TRUSSES.
w
DETAIL OF ANENT L ATE fRAL
EL. SEE PLAN
w
r— s -—
+— +
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I
2x4CROS
Ld
BRACING
O
WD. TRUSSES @
l
0
O
24" O.G.
N<
VAPOR BARRIER
2 x 4 CONT. HORIZ.
f
LATERAL BRACING
11
8 BLOCK WALL
3" CLEAR TYP.
THICKENED EIDr-:;E AT DOOR DETAIL
SCALE: 3/4"=I'-011
4T TO BE
)OTER TO
WALL.
(4) 16d NAILS e EA _
CONN. (TYP)
2 x 4 CROSS
BRACING
16d N 1 S �\ W /(4)lrod NAILS
P•) m \ e EACH CONN.
SPACES 02'- 0 "O.C.= 20'- 0"(MA�)
2 x 4 BLOCKING
NOTES:
2' -0"
I:HORIZONTAL BRACING OF
2:DIAGONAL BRACING:
BOTTOM CHORD: PROVIDE ONE
A:PROVIDE CRO55 BRACING, AS
CONCRETE SLAB, SEE
SHOWN, AT EACH END ROW OF
EVERY 10' -0" OF SPAN OF TRUSS
PERMANENT HORIZONAL BRACING,
PLAN FOR THICKNESS
AT EACH END OF THE BUILDING
CONTINUOS 2 "x 4" WOOD MEMBER
AND AT NOT MORE THAN 20' -0"
AND REINFORCING
JOINT J -2
105
HORIZONTAL BRACING
MEMBER OVER AT LEAST TWO
EL. SEE PLAN
TRUSSES.
WOOD MEMBER.
DETAIL OF ANENT L ATE fRAL
EL. SEE PLAN
Q
Cb
r— s -—
+— +
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Ld
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v=
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0
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W
I
VAPOR BARRIER
WELL COMPACTED FILL
EL. SEE PLAN
11
8 BLOCK WALL
O
�
WALL FOOTING, SEE
Fr
PLAN AND SCHEDULE
z
FOR SIZE AND REINF.
3" CLEAR TYP.
THICKENED EIDr-:;E AT DOOR DETAIL
SCALE: 3/4"=I'-011
4T TO BE
)OTER TO
WALL.
(4) 16d NAILS e EA _
CONN. (TYP)
2 x 4 CROSS
BRACING
16d N 1 S �\ W /(4)lrod NAILS
P•) m \ e EACH CONN.
SPACES 02'- 0 "O.C.= 20'- 0"(MA�)
2 x 4 BLOCKING
NOTES:
AS NOTED
I:HORIZONTAL BRACING OF
2:DIAGONAL BRACING:
BOTTOM CHORD: PROVIDE ONE
A:PROVIDE CRO55 BRACING, AS
ROW OF HORIZ. BRACING AS SHOWN
SHOWN, AT EACH END ROW OF
EVERY 10' -0" OF SPAN OF TRUSS
PERMANENT HORIZONAL BRACING,
BRACING MEMBERS TO BE
AT EACH END OF THE BUILDING
CONTINUOS 2 "x 4" WOOD MEMBER
AND AT NOT MORE THAN 20' -0"
W /(2) 16d NAILS AT EACH TRUSS. AT
SPACING IN DIRECTION OF
SPLICE LOCATIONS, LAP BRACING
HORIZONTAL BRACING
MEMBER OVER AT LEAST TWO
B: BRACING MEMBERS TO BE 2x6
TRUSSES.
WOOD MEMBER.
DETAIL OF ANENT L ATE fRAL
5RAC ING OF TizUSS
5CALE:3 /4 " =1' -0"
PIGGY BACK-
" PLYWOOD SHEATHING
12 x 12 OPENING FOR
VALLEY VENTILATION.
-RT -30 STRAP BY USP
WRAP AROUND PIGGY
BACK W/ (o-d NAILS TO
EXISTING TRUSS g 24"
O.C.
EXISTING PREFAB WOOD
TRUSSES 6 24" O.C.
VALLF"r TRU55 C)ETAIL
5CALE:3 /4" =1' -0"
REBAR, FILL CELLS W/-
3000 P51 GROUT
IQ 0
SEE PLAN
TYPICAL WALL
SEE PLAN
FILL THREE CELLS
INTERLOCK BLOCK
COURSES (TYP.)
EXTEND JOINT REINFORCING
& II INTO COLUMN.
0 0 1:1
11/2" GLR DOVER
TIE COLUMN DETAIL
11-1 0
9 GA. GALVANIZED HORI
JOINT REINFORCING alb" O.0
VERT.
'E� 1�1 El
City O uth Miami
Building Dept.
FILL TWO CELLS 6130 Sunset Drive
END W&()Vth Miami' FL 33143
CORNER DETAIL WALL INTERSECTION
SEE PLAN REINF. W/ 05 VERT.
�2 CELLS ADJACENT
TO WALL OPENING
n r�F. I F;9 H1 I❑C
CITY ill= `_ UU T H x1%1IA ti
BUIt MNIG DEPT.
1 f?1.1C AL ECTION
DOOR OR WINDOW OPENING �` ...
SEE ARCH. C.
I WALL OPENING
FILL TWO END CELLS
FOUNDATION WALL OR NOTE:
CONCRETE BEAM - PROVIDE OB GA. LADER TYPE HORIZ. REINF. AT 1(o" O.G. MAX. LAP WALL
OWEL5 PER PLAN INTERSECTION WITH "T" AND "L" CORNER SECTIONS. SEE STRUCTURAL NOTES
FOR ADDITIONAL INFORMATION.
NOTE: ALL MASONRY WALLS TO BE IN PLACE BEFORE - DETAILS APPLY TO 8" AND 12" THICK CMU WALLS
BEAMS AND COLUMNS ARE POURED.
T)F I CAL UJ NDOW OPEN ING1 DETAIL. T%'�FI CAL DOOfR OFEN INS DETAIL T**T'FIC;AL RE INFFORCED 1„1,150NRY 7,)ET,1IL5
SCALE: 3/4" ■ I' -0" SCALE: 3/4" =1' -0" SCALE: 3/4" =1' -0"
BRAVO
L L C
architecture
p l a n n i n g
interior design
AA 26000771
113 26000638 .
250 catalonia, suite 403
coral gables, florida 33134
telephone : 305 .567. 1977
facsimile 305.567. 1125
O
AS NOTED
DRAWN BY:
Y. SOSA
CHECKED BY:
PM
DATE:
11-05-12
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REVISIONS:
0
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SCALE:
AS NOTED
DRAWN BY:
Y. SOSA
CHECKED BY:
PM
DATE:
11-05-12
PROJECT NO.:
FILE NAME:
SUBMITTAL
SHEET NUMBER
5 1.1