11-32-012FASTEN 5/8' PLYWOOD SHEATHING
TO WOOD PLATE WITH (2) ROWS OF
10d COMMON NAILS SPACED AT 4'
5/8" PLAYWOOD SHEATHING. SEE O.0 ALL THE LENGTH
SHEATHING TYPICAL DETAIL.
3X8 PT. WD PLATE FASTENED TO
CONCRETE CAP W/ 3/4' 0 A307
HEADED BOLTS 0 16" O.0
• m •
WOOD TRUSS ® 24" O.C.
a
�
S=5
8 "X8" MIN. CONC.
(MAX.) ENGINEERED BY TRUSS
Scale:
(VARIES - SEE DRAWING)
CAP W/ 2 #5 BARS
MANUFACTURER (TYP)
WQ
s
AT MID DEPTH
9 GA. LADDER TYPE HOR.
U
0
8" CMU WALL INFlLL.
z
F-
W�
N
JOINT REINFORCEMENT EVERY
o
U
cM
I..L
SECOND COURSE (16" O.0
Q
EXTENDED 4" INTO CONCRETE
U)
o
L0
#5 REINFORCEMENT
of
p
CAP
BARS 0 48' O.0
—�
LL
Z
d'
WITH 90' STAD
M
W
�
O
2
HOOKS AT ENDS
2X4 PT. NAILER
0
(TYP.)
FASTENED W/ 1/4' 0
TAPCON 0 12' O.C.
Q
5/8" PLYWOOD SHEATHING NAILED TO
TRUSS BOTTOM CHORD WITH 10d
NAILS 0 6" O.0 (TYP.) TO RECEht
STUCCO FINISH, 3/4" MAX.
TOP OF BEAM AIN
EL = 9' -4"
2 "X8" CONT. WOOD
FASCIA
C3
w
6
w
BEAM B -1. SEE BEAM SCHEDULE —\
PORCH
4r
a
8"
SECTION _ 1
1 " =1' -0" S-5
WOOD TRUSS 0 24" O.C.
(MAX.) ENGINEERED BY TRUSS
MANUFACTURER (TYP)
5/8' PLYWOOD SHEATHING. SEE
SHEATHING DETAIL AND NOTES FOR
LAYOUT AND NAILING SPECS.
TRUSS STEEL CONNECTOR. SEE TRUSS
CONNECTORS SCHEDULE
12
4
NEW TIE BEAM.
SEE BEAM
SCHEDULE
EXISTING TIE
BEAM.
EXISTING 8" CMU WALL
#6 REINFORCEMENT
BARS. SEE
FOUNDATION PLAN
FOR SPACING
WOOD TRUSS 0 24" O.C.
(MAX.) ENGINEERED BY TRUSS
MANUFACTURER (TYP)
TOP OF BEAM
EL. = 9' -4"
-1 "X2" 0 16" O.0
FURRING STRIP TO
RECEIVE 5/8"
GYPSUM BOARD
CEILING.
INTERIOR
WOOD TRUSS 0 24' O.C.
(MAX.) ENGINEERED BY TRUSS
MANUFACTURER (TYP)
5/8" PLYWOOD SHEATHING. SEE
SHEATHING DETAIL AND NOTES FOR
LAYOUT AND NAILING SPECS.
TRUSS STEEL CONNECTOR. SEE TRUSS
CONNECTORS SCHEDULE
12
Q 4
5/8" PLYWOOD SHEATHING NAILED '° r G •
TO TRUSS BOTTOM CHORD WITH i 2
10d NAILS 0 6" O.0 (TYP.) TO
RECEIVE STUCCO FINISH, 3/4' MAX. '
s
V—'ir BEAM B -2. SEE BEAM SCHEDULE
SECTION _ 2
1"=V-0" S-5
WOOD TRUSS 0 24" O.C.
(MAX.) ENGINEERED BY TRUSS
MANUFACTURER (TYP)
5/8' PLYWOOD SHEATHING. SEE
SHEATHING DETAIL AND NOTES FOR
LAYOUT AND NAILING SPECS.
TRUSS STEEL CONNECTOR. SEE TRUSS
CONNECTORS SCHEDULE
12
4
i
jr=1v
.1
2 "X8' CONT. WOOD --'
FASCIA NEW BEAM B -3. SEE
BEAM SCHEDULE
3/4 -STEEL PLATE
3/4'0 HEADED STUD 6-LONG
EMBEDDED IN CONCRETE
° 1'X2" 0 16' O.0
• a ° FURRING STRIP TO I SC -1 STEEL COL. (SEE
RECEIVE 5/8' GYPSUM SCHEDULE) FILLED SOLID
BOARD CEILING. I W/ CONC.
#6 EPDXY DOWEL TNRU
EXISTING TIE BEAM
SECTION _ 5
1 " =1' -0" S-5
U_
d
J
0
M
SECTION _ 4
1 " =1 —0" S -5
WVXX 'W'.,Iy11T:G14:(1) I24-
1. ALL PLYWOOD CONSTRUCTION SHALL BE IN ACCORDANCE WITH
THE AMERICAN PLYWOOD ASSOCIATION (APA) SPECIFICATIONS.
2. ALL ROOF PANEL SHEATHING SHALL BE 5/8-(NOM.) TYPE CDX
EXP. APA RATED SHEATHING. SUITABLE EDGE SUPPORT SHALL BE
PROVIDED BY USE OF BLOCKING BETWEEN FRAMING. UNLESS
OTHERWISE NOTED CONNECT ROOF SHEATHING WITH 10d COMMON
NAILS AT 4" 0/C AT SUPPORTED PANEL EDGES AND 6" 0/C AT
INTERMEDIATE SUPPORTS.
3. INSTALL ALL PLYWOOD SHEATHING WITH THE STRENGTH AXIS OF
THE PANEL ACROSS SUPPORTS AND WITH PANEL CONTINUOUS OVER
TWO OR MORE SPANS. STAGGER PANEL END JOINTS. ALLOW 1/8"
SPACING AT PANEL ENDS AND EDGES UNLESS OTHERWISE
RECOMMENDED BY THE SHEATHING MANUFACTURER.
4. ALL NAILING SHALL BE CAREFULLY DRIVEN AND NOT OVERDRIVEN.
THE USE OF STAPLES AND PNEUMATIC NAIL GUNS ARE PROHIBITED
FROM USE.
NOTE
SEE "PLYWOOD SHEATHING NOTES" FOR
NAILING REQUIREMENTS. ALL ROOF
SHEATHING NAILS SHALL BE HAND— DRIVEN.
NAILING AT INTERMEDIATE SUPPORTS
PLYWOOD PANEL (NORMALLY 08') LAY IN ( "FIELD NAILING ") — SEE "PLYWOOD
A STAGGERED JOINT PATTERN CONT. OVER SHEATHING NOTES"
2 OR MORE SPANS
LEM. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
GAPS 1/8"
. . . . . . .. . .
NAILING AT BOUNDARY
EDGES- SEE "PL
SHEATHING NOTES" .
. . . . .. . . . .
SUPPORT FRAMING SHEATHING DETAIL (TYP.)
SCALE: 3/4 "=1' -0"
TOP OF BEAM
EL. = 9' -4"
CONT. WOOD FASCIA
5/8" PLYWOOD SHEATHING NAILED
TO TRUSS BOTTOM CHORD WITH
10d NAILS 0 6" O.0 (TYP.) TO
RECEIVE STUCCO FINISH, 3/4" MAX.
2X— CONT. P.T. WD.
NAILER. SAME SIZE AS
TRUSS BOT. CHORD
{3) 12d NAILS AT
BRACE TERMINATING
AT WALL
WOOD TRUSS ® 24" O.C.
(MAX.) ENGINEERED BY TRUSS
MANUFACTURER (TYP)
5/8" PLYWOOD SHEATHING. SEE
SHEATHING DETAIL AND NOTES FOR
LAYOUT AND NAILING SPECS.
TRUSS STEEL CONNECTOR. SEE TRUSS
CONNECTORS SCHEDULE
12
Q 4
1'X2" 0 16' O.0
FURRING STRIP TO
RECEIVE 5/8" GYPSUM
BOARD CEILING.
9 GA. LADDER TYPE HOR.
JOINT REINFORCEMENT EVERY
SECOND COURSE (16" O.C)
EXTENDED 4" INTO CONCRETE
CAP
° 4
\1"—TIE BEAM. SEE
BEAM SCHEDULE
SECTION_ 3
1 " =1' -0" S�
il!jl*�
"-8" CMU WALL
16 REINFORCEMENT
BARS. SEE
FOUNDATION PLAN
FOR SPACING
TOP OF BEAM
EL = 9' -4'
2'X8" CONT. WOOD
FASCIA
HORIZONTAL BRACING OF BOTTOM CHORD: DIAGONAL BRACING.
1. PROVIDE ONE ROW OF HORIZONTAL BRACING AT PANEL POINTS AS SHOWN. 1. PROVIDE CROSS BRACING, AS SHOWN, AT EACH END OF EACH
SPACING TO BE 10' -0" OR DISTANCE BETWEEN PANEL POINTS, WHICHEVER IS ROW OF PERMANENT HORIZONTAL BRACING, AND AT NOT MORE
LESS. FASTEN TO TRUSS USING 2 -16d NAILS PER TRUSS THAN 20' -0' SPACING IN DIRECTION OF HORIZONTAL BRACING.
2. BRACING MEMBERS TO BE CONTINUOUS 20 WOOD MEMBERS. AT SPLICE 2. BRACING MEMBERS TO BE 20 WOOD MEMBERS.
LOCATIONS, LAP BRACING MEMBERS OVER AT LEAST TWO TRUSSES.
PERMANENT LATERAL BRACING OF TRUSSES (TYP.)
SCALE= N.T.S CITY OF SOUTH MIAMI
BUILDING DEPT.
STRUCTURAL CTION
-PROVED BY: ,-
2 X 4 CONT. LATERAL WOOD BRACING
NAILED TO BOTTOM CHORD MAXIMUM 10'
16d NAILS SPACING AND AS REQUIRED BY TRUSS
H MEMBER MANUFACTURER.
1 4" 0 TAPCON SCREW 0 12" O.0
W/ 1 -3/4" MIN. EMBEDMENT IN
CONC. OR GROUT— FILLED CELL.
CONTINUOUS LATERAL BRACING
SPLICE DETAIL SCALE: 3/4 " =1' -0"
CONNECTION DETAIL SCALE: N.T.S
X18 " LONG x1 "x1/8"
AND NAIL TYPICAL
-ACH TRUSS.
IRATE SHEATHING ONLY
:Q. FOR INSTALLATION
TRAP
,L
COLTPAIN
0mas
AR
AHAW
COLTRAIN AND JONES ARCHITECTS, PA
AA 26000922
TELEPHONE (305) 285.6723 1 FAX (305) 285 -6722
535 SW 8 ST. SUITE 100 MIAMI, FL 33130
DESIGN I CONSTRUCTION ADMINISTRATION
BUILDING INSPECTIONS I CAD PRODUCTION
CONSULTANT/ NOTES
APPROVALS /REVISIONS DATE
a
�
S=5
d
Scale:
(VARIES - SEE DRAWING)
0
WQ
s
U
0
x
z
F-
W�
N
Q°
o
U
cM
I..L
Q
4r
a
8"
SECTION _ 1
1 " =1' -0" S-5
WOOD TRUSS 0 24" O.C.
(MAX.) ENGINEERED BY TRUSS
MANUFACTURER (TYP)
5/8' PLYWOOD SHEATHING. SEE
SHEATHING DETAIL AND NOTES FOR
LAYOUT AND NAILING SPECS.
TRUSS STEEL CONNECTOR. SEE TRUSS
CONNECTORS SCHEDULE
12
4
NEW TIE BEAM.
SEE BEAM
SCHEDULE
EXISTING TIE
BEAM.
EXISTING 8" CMU WALL
#6 REINFORCEMENT
BARS. SEE
FOUNDATION PLAN
FOR SPACING
WOOD TRUSS 0 24" O.C.
(MAX.) ENGINEERED BY TRUSS
MANUFACTURER (TYP)
TOP OF BEAM
EL. = 9' -4"
-1 "X2" 0 16" O.0
FURRING STRIP TO
RECEIVE 5/8"
GYPSUM BOARD
CEILING.
INTERIOR
WOOD TRUSS 0 24' O.C.
(MAX.) ENGINEERED BY TRUSS
MANUFACTURER (TYP)
5/8" PLYWOOD SHEATHING. SEE
SHEATHING DETAIL AND NOTES FOR
LAYOUT AND NAILING SPECS.
TRUSS STEEL CONNECTOR. SEE TRUSS
CONNECTORS SCHEDULE
12
Q 4
5/8" PLYWOOD SHEATHING NAILED '° r G •
TO TRUSS BOTTOM CHORD WITH i 2
10d NAILS 0 6" O.0 (TYP.) TO
RECEIVE STUCCO FINISH, 3/4' MAX. '
s
V—'ir BEAM B -2. SEE BEAM SCHEDULE
SECTION _ 2
1"=V-0" S-5
WOOD TRUSS 0 24" O.C.
(MAX.) ENGINEERED BY TRUSS
MANUFACTURER (TYP)
5/8' PLYWOOD SHEATHING. SEE
SHEATHING DETAIL AND NOTES FOR
LAYOUT AND NAILING SPECS.
TRUSS STEEL CONNECTOR. SEE TRUSS
CONNECTORS SCHEDULE
12
4
i
jr=1v
.1
2 "X8' CONT. WOOD --'
FASCIA NEW BEAM B -3. SEE
BEAM SCHEDULE
3/4 -STEEL PLATE
3/4'0 HEADED STUD 6-LONG
EMBEDDED IN CONCRETE
° 1'X2" 0 16' O.0
• a ° FURRING STRIP TO I SC -1 STEEL COL. (SEE
RECEIVE 5/8' GYPSUM SCHEDULE) FILLED SOLID
BOARD CEILING. I W/ CONC.
#6 EPDXY DOWEL TNRU
EXISTING TIE BEAM
SECTION _ 5
1 " =1' -0" S-5
U_
d
J
0
M
SECTION _ 4
1 " =1 —0" S -5
WVXX 'W'.,Iy11T:G14:(1) I24-
1. ALL PLYWOOD CONSTRUCTION SHALL BE IN ACCORDANCE WITH
THE AMERICAN PLYWOOD ASSOCIATION (APA) SPECIFICATIONS.
2. ALL ROOF PANEL SHEATHING SHALL BE 5/8-(NOM.) TYPE CDX
EXP. APA RATED SHEATHING. SUITABLE EDGE SUPPORT SHALL BE
PROVIDED BY USE OF BLOCKING BETWEEN FRAMING. UNLESS
OTHERWISE NOTED CONNECT ROOF SHEATHING WITH 10d COMMON
NAILS AT 4" 0/C AT SUPPORTED PANEL EDGES AND 6" 0/C AT
INTERMEDIATE SUPPORTS.
3. INSTALL ALL PLYWOOD SHEATHING WITH THE STRENGTH AXIS OF
THE PANEL ACROSS SUPPORTS AND WITH PANEL CONTINUOUS OVER
TWO OR MORE SPANS. STAGGER PANEL END JOINTS. ALLOW 1/8"
SPACING AT PANEL ENDS AND EDGES UNLESS OTHERWISE
RECOMMENDED BY THE SHEATHING MANUFACTURER.
4. ALL NAILING SHALL BE CAREFULLY DRIVEN AND NOT OVERDRIVEN.
THE USE OF STAPLES AND PNEUMATIC NAIL GUNS ARE PROHIBITED
FROM USE.
NOTE
SEE "PLYWOOD SHEATHING NOTES" FOR
NAILING REQUIREMENTS. ALL ROOF
SHEATHING NAILS SHALL BE HAND— DRIVEN.
NAILING AT INTERMEDIATE SUPPORTS
PLYWOOD PANEL (NORMALLY 08') LAY IN ( "FIELD NAILING ") — SEE "PLYWOOD
A STAGGERED JOINT PATTERN CONT. OVER SHEATHING NOTES"
2 OR MORE SPANS
LEM. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
GAPS 1/8"
. . . . . . .. . .
NAILING AT BOUNDARY
EDGES- SEE "PL
SHEATHING NOTES" .
. . . . .. . . . .
SUPPORT FRAMING SHEATHING DETAIL (TYP.)
SCALE: 3/4 "=1' -0"
TOP OF BEAM
EL. = 9' -4"
CONT. WOOD FASCIA
5/8" PLYWOOD SHEATHING NAILED
TO TRUSS BOTTOM CHORD WITH
10d NAILS 0 6" O.0 (TYP.) TO
RECEIVE STUCCO FINISH, 3/4" MAX.
2X— CONT. P.T. WD.
NAILER. SAME SIZE AS
TRUSS BOT. CHORD
{3) 12d NAILS AT
BRACE TERMINATING
AT WALL
WOOD TRUSS ® 24" O.C.
(MAX.) ENGINEERED BY TRUSS
MANUFACTURER (TYP)
5/8" PLYWOOD SHEATHING. SEE
SHEATHING DETAIL AND NOTES FOR
LAYOUT AND NAILING SPECS.
TRUSS STEEL CONNECTOR. SEE TRUSS
CONNECTORS SCHEDULE
12
Q 4
1'X2" 0 16' O.0
FURRING STRIP TO
RECEIVE 5/8" GYPSUM
BOARD CEILING.
9 GA. LADDER TYPE HOR.
JOINT REINFORCEMENT EVERY
SECOND COURSE (16" O.C)
EXTENDED 4" INTO CONCRETE
CAP
° 4
\1"—TIE BEAM. SEE
BEAM SCHEDULE
SECTION_ 3
1 " =1' -0" S�
il!jl*�
"-8" CMU WALL
16 REINFORCEMENT
BARS. SEE
FOUNDATION PLAN
FOR SPACING
TOP OF BEAM
EL = 9' -4'
2'X8" CONT. WOOD
FASCIA
HORIZONTAL BRACING OF BOTTOM CHORD: DIAGONAL BRACING.
1. PROVIDE ONE ROW OF HORIZONTAL BRACING AT PANEL POINTS AS SHOWN. 1. PROVIDE CROSS BRACING, AS SHOWN, AT EACH END OF EACH
SPACING TO BE 10' -0" OR DISTANCE BETWEEN PANEL POINTS, WHICHEVER IS ROW OF PERMANENT HORIZONTAL BRACING, AND AT NOT MORE
LESS. FASTEN TO TRUSS USING 2 -16d NAILS PER TRUSS THAN 20' -0' SPACING IN DIRECTION OF HORIZONTAL BRACING.
2. BRACING MEMBERS TO BE CONTINUOUS 20 WOOD MEMBERS. AT SPLICE 2. BRACING MEMBERS TO BE 20 WOOD MEMBERS.
LOCATIONS, LAP BRACING MEMBERS OVER AT LEAST TWO TRUSSES.
PERMANENT LATERAL BRACING OF TRUSSES (TYP.)
SCALE= N.T.S CITY OF SOUTH MIAMI
BUILDING DEPT.
STRUCTURAL CTION
-PROVED BY: ,-
2 X 4 CONT. LATERAL WOOD BRACING
NAILED TO BOTTOM CHORD MAXIMUM 10'
16d NAILS SPACING AND AS REQUIRED BY TRUSS
H MEMBER MANUFACTURER.
1 4" 0 TAPCON SCREW 0 12" O.0
W/ 1 -3/4" MIN. EMBEDMENT IN
CONC. OR GROUT— FILLED CELL.
CONTINUOUS LATERAL BRACING
SPLICE DETAIL SCALE: 3/4 " =1' -0"
CONNECTION DETAIL SCALE: N.T.S
X18 " LONG x1 "x1/8"
AND NAIL TYPICAL
-ACH TRUSS.
IRATE SHEATHING ONLY
:Q. FOR INSTALLATION
TRAP
,L
COLTPAIN
0mas
AR
AHAW
COLTRAIN AND JONES ARCHITECTS, PA
AA 26000922
TELEPHONE (305) 285.6723 1 FAX (305) 285 -6722
535 SW 8 ST. SUITE 100 MIAMI, FL 33130
DESIGN I CONSTRUCTION ADMINISTRATION
BUILDING INSPECTIONS I CAD PRODUCTION
CONSULTANT/ NOTES
APPROVALS /REVISIONS DATE
SEAL:
r
CAPLE DESIGN. INC.
678 NW 124th CT
MIAMI FL 33182
C.A 26021
CARLOS A. DEL PINO
PE 59888
PH. (305) 815 -1643
' FAX (305) 225 -9744
copledesign ®gmoil.com
SHEET TITLE:
SECTIONS AND DETAILS
Job No.
W
Drawn By:
Date Plotted:
S=5
Z
Scale:
(VARIES - SEE DRAWING)
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SEAL:
r
CAPLE DESIGN. INC.
678 NW 124th CT
MIAMI FL 33182
C.A 26021
CARLOS A. DEL PINO
PE 59888
PH. (305) 815 -1643
' FAX (305) 225 -9744
copledesign ®gmoil.com
SHEET TITLE:
SECTIONS AND DETAILS
Job No.
Drawing No.
Drawn By:
Date Plotted:
S=5
Scale:
(VARIES - SEE DRAWING)