09-178-003X117— WOOD TRUSSES
a 24" c /c. MAXIMUM
p I AC�RXM FOR NAIL INC; OF: izOOF
2 x 4 BLOCKING NAILED
TO TOP CHORD OF
TRUSSES IN AREA OF
BLOCKED DIAPHRAGM
SHEATHING; 50A F-.0,5 AT 5LOC<ING
D IAFHRAG;1 l
SCALE: 1 /4 " =1' -0"
REBAR, FILL CELLS W/ EXTM JOINT REINroRCING
6' INTO COL".
CONC.
❑ ❑
F-1 ❑ 1:1 ��e ❑li7' GLR COVER GA. GALVANIZED H RRI
SEE PLAN JOINT REINFORCING 616" O.C.
VERT.
TYPICAL WALL TIE COLUMN DETAIL
\L
�--� —FILL THREE CELLS �J. FILL TWO CELLS
INTERLOCK BLOCK—/ ° • END WALL
,�. COURSES (TYP.)
CORNER DETAIL WALL INTERSECTION
SEE PLAN /f—RE IINF. W/ "5 VERT.
c
S3=1= PLAN
10d NAILS
40 64" c /c.
CD co
�t_44
❑•
10d NAILS
64" c /c.
e° ee
u
Q u
SEE SCHEDULE FOR
u
a u
z a
w
Q
Q
W
SIZE d REINF.
x
a
E�4
O
•
Q
W
8" CMU
r7
w
10d NAILS
..............
p 14
GABLE END
4" c /c.
W
w
I'V
p I AC�RXM FOR NAIL INC; OF: izOOF
2 x 4 BLOCKING NAILED
TO TOP CHORD OF
TRUSSES IN AREA OF
BLOCKED DIAPHRAGM
SHEATHING; 50A F-.0,5 AT 5LOC<ING
D IAFHRAG;1 l
SCALE: 1 /4 " =1' -0"
REBAR, FILL CELLS W/ EXTM JOINT REINroRCING
6' INTO COL".
CONC.
❑ ❑
F-1 ❑ 1:1 ��e ❑li7' GLR COVER GA. GALVANIZED H RRI
SEE PLAN JOINT REINFORCING 616" O.C.
VERT.
TYPICAL WALL TIE COLUMN DETAIL
\L
�--� —FILL THREE CELLS �J. FILL TWO CELLS
INTERLOCK BLOCK—/ ° • END WALL
,�. COURSES (TYP.)
CORNER DETAIL WALL INTERSECTION
SEE PLAN /f—RE IINF. W/ "5 VERT.
c
S3=1= PLAN
I,DOOR OR WINDOW OPENING
SEE ARCH,
WALL OPENING
FILL TWO END CELLS
TYPICAL REINFFORCED MASONRY DETAILS
SCALE: 3/4"=I'-O"
NOTE:
- PROVIDE 1'8 GA. LADER TYPE HORIZ. REINF. AT 16 " O.C. MAX. LAP WALL
INTERSECTION
WITH "T" AND "L" CORNER SECTIONS. SEE STRUCTURAL NOTES FOR ADDITIONAL
INFORMATION.
- DETAILS APPLY TO 8" AND 12" THICK CMU WALLS
PROVIDE 03 TIES 6 12" O.C.
BEAN/TIE BEAM
OVER OPENINGS UNDER 6' -0"
SEE PLANS AND t 03 TIES 6 5" O.G. OVER 6' -0"
SCHEDULES
• ♦ e d e
o
d a e a
d a a
d e t
d I
„
MINI ADD 2 05 BOTTOM AND
AT EACH FACE FOR
I EACH 12" TB DROP.
OPENING DOOR OR WINDOW
OPENING.
I I
T5 DROR D TA I Ls AT OFEN ING5
SCALE: 3/4"=11'-011
5 /a° PL'
NAIL
TRUS:
NAILS -0 -
2 x 4
BF
WD. TRU.
2
2 x4CC
LATERAL
5 /a" PLYWOOD
NAILED TO
TRUSS W /10d
NAILS a 4" O/C,
4 CROSS
ACING
TRUSSES
O.G.
4 CONT.
RIZ. LATERAL
ACING
IgI SPACES -W2'- 0 "0.C.= 20'- 0 "(MA�)
NOTES:
1- HORIZONTAL BRACING OF 2:DIAGONAL BRACING:
BOTTOM CHORD: PROVIDE ONE ApROVIDE CROSS BRACING, AS
ROW OF HORIZ. BRACING AS SHOWN SHOWN, AT EACH END ROW OF
EVERY 8' -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) 1(od NAILS AT EACH TRUSS. AT SPACING IN DIRECTION OF
SPLICE LOCATIONS, LAP BRACING HORIZONTAL BRACING
MEMBER OVER AT LEAST TWO 5: BRACING MEMBERS TO BE 2x4
TRUSSES. WOOD MEMBER.
DETAIL OF FEFRI- 1`ANENT LATERAL_
f5RAC INC; OF
SCALE: N.T.S
NEW "5 x 3' -0" DOWEL SET 6" IN
EXISTING FOUNDATION IN HILTI HSE
2421 EPDXY. MATCH QUANTITY OF
DOWELS W/M OF BARS IN NEW BEAM.
EXISTING TIEBEAM
TO REMAIN.
EXISTING MASONRY
-WALL TO REMAIN.
2421 EPDXY. MATCH QUANTITY OF
DOWELS W/= OF BARS IN NEW
FOOTING. j�
T� f=. STAR I -j- COL U IN DETAIL
N.T.S.
8" BLOCK WALL
EL. SEE PLAN
CONCRETE SLAB, SEE
PLAN FOR THICKNESS
AND REINFORCING
VAPOR BARRIER
EL. SEE PLAN WELL COMPACTED
FILL
e o WALL FOOTING SEE
PLAN AND SCHEDULE
FOR SIZE AND REINF.
3 CLEAR (TYP.)
TYFICAL WALL FOOTING DETAIL
I
I
I
SEE PLAN
QZ PIGGY BACK
" PLYWOOD SHEATHING
12 x 12 OPENING FOR —�
cn VALLEY VENTILATION.
I
TYR. WALL FOOTING CORNER D E T.
SCALE: 3/4"=I'-O"
DROP BEAM
�RCEh1ENT t0 BE AS REQ'D
itet etuit
FROM FOOTER TO TIE /
P OF WALL. PROVIDE
AT TOP TIE BEAM OR
4P.
AM AS REQ'D
41L THIS SHEET)
:8 SILL W/ 2'S'S
EXTEND 8"
YnNr) nPFNINrt
A
EXISTING MASONRY NOTE: ALL MASONRY WALLS TO BE IN PLACE BEFORE
WALL TO REMAIN. BEAMS AND COLUMNS ARE POURED.
:XISTING FOOTING
'O REMAIN. T'rFICAL WINDOW OPENING DETAIL.
5 /a" CDX PLYWOOD SHEATHING
W /lOd NAILS 0 4" O.G.
2 "x8" P.T. WD. NAILER
W1112 "O TAPCON x 2"
EMBED INTO CONC. e 8" O.G.
PROVIDE TRUSS ANCHOR
HLPTA 15 BY U.S.P. PREFAB. WOOD TRUSSES
e EA. OUT - LOOKER Q 24" O.C. TYP.
EL. VARIES OIL
TOP OF RAKE BEAM
[SEE PLAN 7 j
RAKE BEAM —/
TO WALL OPENING
CD co
�t_44
❑•
d
d
e° ee
❑
I,DOOR OR WINDOW OPENING
SEE ARCH,
WALL OPENING
FILL TWO END CELLS
TYPICAL REINFFORCED MASONRY DETAILS
SCALE: 3/4"=I'-O"
NOTE:
- PROVIDE 1'8 GA. LADER TYPE HORIZ. REINF. AT 16 " O.C. MAX. LAP WALL
INTERSECTION
WITH "T" AND "L" CORNER SECTIONS. SEE STRUCTURAL NOTES FOR ADDITIONAL
INFORMATION.
- DETAILS APPLY TO 8" AND 12" THICK CMU WALLS
PROVIDE 03 TIES 6 12" O.C.
BEAN/TIE BEAM
OVER OPENINGS UNDER 6' -0"
SEE PLANS AND t 03 TIES 6 5" O.G. OVER 6' -0"
SCHEDULES
• ♦ e d e
o
d a e a
d a a
d e t
d I
„
MINI ADD 2 05 BOTTOM AND
AT EACH FACE FOR
I EACH 12" TB DROP.
OPENING DOOR OR WINDOW
OPENING.
I I
T5 DROR D TA I Ls AT OFEN ING5
SCALE: 3/4"=11'-011
5 /a° PL'
NAIL
TRUS:
NAILS -0 -
2 x 4
BF
WD. TRU.
2
2 x4CC
LATERAL
5 /a" PLYWOOD
NAILED TO
TRUSS W /10d
NAILS a 4" O/C,
4 CROSS
ACING
TRUSSES
O.G.
4 CONT.
RIZ. LATERAL
ACING
IgI SPACES -W2'- 0 "0.C.= 20'- 0 "(MA�)
NOTES:
1- HORIZONTAL BRACING OF 2:DIAGONAL BRACING:
BOTTOM CHORD: PROVIDE ONE ApROVIDE CROSS BRACING, AS
ROW OF HORIZ. BRACING AS SHOWN SHOWN, AT EACH END ROW OF
EVERY 8' -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) 1(od NAILS AT EACH TRUSS. AT SPACING IN DIRECTION OF
SPLICE LOCATIONS, LAP BRACING HORIZONTAL BRACING
MEMBER OVER AT LEAST TWO 5: BRACING MEMBERS TO BE 2x4
TRUSSES. WOOD MEMBER.
DETAIL OF FEFRI- 1`ANENT LATERAL_
f5RAC INC; OF
SCALE: N.T.S
NEW "5 x 3' -0" DOWEL SET 6" IN
EXISTING FOUNDATION IN HILTI HSE
2421 EPDXY. MATCH QUANTITY OF
DOWELS W/M OF BARS IN NEW BEAM.
EXISTING TIEBEAM
TO REMAIN.
EXISTING MASONRY
-WALL TO REMAIN.
2421 EPDXY. MATCH QUANTITY OF
DOWELS W/= OF BARS IN NEW
FOOTING. j�
T� f=. STAR I -j- COL U IN DETAIL
N.T.S.
8" BLOCK WALL
EL. SEE PLAN
CONCRETE SLAB, SEE
PLAN FOR THICKNESS
AND REINFORCING
VAPOR BARRIER
EL. SEE PLAN WELL COMPACTED
FILL
e o WALL FOOTING SEE
PLAN AND SCHEDULE
FOR SIZE AND REINF.
3 CLEAR (TYP.)
TYFICAL WALL FOOTING DETAIL
I
I
I
SEE PLAN
QZ PIGGY BACK
" PLYWOOD SHEATHING
12 x 12 OPENING FOR —�
cn VALLEY VENTILATION.
I
TYR. WALL FOOTING CORNER D E T.
SCALE: 3/4"=I'-O"
DROP BEAM
�RCEh1ENT t0 BE AS REQ'D
itet etuit
FROM FOOTER TO TIE /
P OF WALL. PROVIDE
AT TOP TIE BEAM OR
4P.
AM AS REQ'D
41L THIS SHEET)
:8 SILL W/ 2'S'S
EXTEND 8"
YnNr) nPFNINrt
A
EXISTING MASONRY NOTE: ALL MASONRY WALLS TO BE IN PLACE BEFORE
WALL TO REMAIN. BEAMS AND COLUMNS ARE POURED.
:XISTING FOOTING
'O REMAIN. T'rFICAL WINDOW OPENING DETAIL.
5 /a" CDX PLYWOOD SHEATHING
W /lOd NAILS 0 4" O.G.
2 "x8" P.T. WD. NAILER
W1112 "O TAPCON x 2"
EMBED INTO CONC. e 8" O.G.
PROVIDE TRUSS ANCHOR
HLPTA 15 BY U.S.P. PREFAB. WOOD TRUSSES
e EA. OUT - LOOKER Q 24" O.C. TYP.
EL. VARIES OIL
TOP OF RAKE BEAM
[SEE PLAN 7 j
RAKE BEAM —/
•
CD co
�t_44
j
SEE SCHEDULE FOR
a
•
w
w
W
SIZE d REINF.
x
a
E�4
O
•
Q
W
8" CMU
w
z
p 14
GABLE END
o
0
W
w
I'V
Z
-4
2 "x6" P.T. WOOD NAILER
0
1 m
I--�
�
W /5ia "(p x 6" EMBED INTO GONG.
•
U CS
"0
A
W /KWIK BOLTS a 24" O.G.
N
EL. SEE ARGH. DWG'S
r
TOP OF TIE BEAM
2 "x4" PERM. HORIZ. CONT.
TIE -BEAM
BRACING W /(2) -16d NAILS
SEE SCHEDULE FOR
e EA. END
SIZE E REINF.
2 "x4" BLOCKING W /(2)
8 1 REINF. MASONRY BLOCK WALL
HURRICANE CLIPS EA. SIDE
FILLED W /3000 p.s.t. GROUT AND REINF.
AS PER PLAN
2 "x4" BRACING TO BE NAILED
TO 2 "x4" BLOCKING W/(4) -106
NAILS ON EA. END (6) 5' -0" O.G.
MAX. ALONG GABLE END) MIN. 2
TRUSSES
"X" SRAC INC-;
FOR G,45L.E END
SCALE: 3/4" = 1' -0"
FINISH
N
SEE PLAN
QW
U
n
Ca
-RT -30 STRAP BY USP -----
WRAP AROUND PIGGY
BACK W/ 6 -d NAILS TO
EXISTING TRUSS 6 24"
O.C.
EXISTING PREFAB WOOD
TRUSSES 6 24" O.c.
VALLEY TRU55 DETAIL.
SCALE:3 /4" =1' -0"
cN
0
i
u
W
W
N
PER PLA
M
VERT. REINFORCEMENT TO BE
CONTINUOUS FROM FOOTER TO
TIE BEAM OF TOP OF WALL.
SEE PLAN
FOUNDATION WALL OR
CONCRETE BEAM
TYPICAL POOR OPENING DETAIL � Aj
CONCRETE SLAB, SEE
PLAN FOR THICKNESS
JOINT J -2
AND REINFORCING
EL. SEE PLAN EL. SEE PLAN
1+S
+ —+
co 7A EL.6EE VAPOR BARRIER
WELL COMPACTED FILL PLAN
8" BLOCK WALL WALL FOOTING, SEE
PLAN AND SCHEDULE
FOR SIZE AND FREIIQEITY OF SOV7
3 CLEAR TYP. BUILDING H MIAMI
�� DEPT
THICKENED EI)G= AT DOOR DETAIL �cTURA s cr'ON
k'PROVED By.•
CONCRETE SLAB, A-
2' -6" SEE PLAN FOR ,.,.
REINFORCING S '�•.,�,
/EL. SEE PLAN
12" 2 "5 CONTINUOUS
T'V=ICAL. THICKENED EDGE DETAI
C F4 M
�o
•
CD co
�t_44
j
w
L)
a
•
w
w
W
A
x
a
E�4
O
•
Q
W
Aw
w
z
p 14
o
0
W
w
I'V
Z
-4
F�+�1
0
1 m
I--�
�
M- 4
A
•
U CS
"0
A
C F4 M
�o
E
do
ct
A
Comm. No.
Scale: N.T.S.
Date: 01 -22 -08
Drawn: R. ALVAREZ
Checked: E. LLANO
CADD File:
Revisions:
1 01/29/09
Sheet No.
5 = Ion
•
CD co
�t_44
j
00
M C7
•
w
•
x
a
E�4
•
0
o
0
r2 M
a� m
1 m
•
U CS
"0
N
E
do
ct
A
Comm. No.
Scale: N.T.S.
Date: 01 -22 -08
Drawn: R. ALVAREZ
Checked: E. LLANO
CADD File:
Revisions:
1 01/29/09
Sheet No.
5 = Ion