13-1154-0059 GAUGE DUR -O -WALL HORIZONTAL
fREINFORCEMENT EVERY OTHER COURSE
(LADDER TYPE)
8 "x8 "x16" CONCRETE—/
MASONRY UNITS
TYP DUR- O -UJALL DETAIL
SCALE: N.T.S.
A/•1 2T AL1- Al 11�
9 GAUGE DUR -O -WALL HORIZONTAL
REINFORCEMENT EVERY OTHER COURSE
(LADDER TYPE)
16" CONCRETE
Y UNITS
TYPI DUR-0- 1,1,4EL,6I CORNER DETAIL
SCALE: N.T.S.
PROVIDE 1/8"
SPACING A�
PANEL EDGES
4'x 8' CDX PLYWOOD
MIN. 5/8" THICK
MAX. SPAN 24" A
PROVIDE
AALL Y 2"x4"
WOODBLOCKING
SEAMS
NAIL SEAM w/ 10d NAILS
® 4 "o.c. EA. SIDE OF SEAM.
TYP CONCRETE SEAM REINFORCEMENT PLACEMENT
PREFABRICATED WOOD TRUSSES
24" ON CENTER SEE ROOF PLAN
2 "x8" WOOD FASCIA SEE
TYPICAL WALL SECTION NAILED
W/ 2 -16d NAILS -0 EACH TRUSS
1/16" SPACE At PANEL ENDS
SEPARATE PERMIT /SHOP DWG'S
REQUIRED FOR TRUSSES.
PLYUJOOI) NAIL INCB (DETAIL
SCALE: N.T.S.
LATERAL BRACING SEE
DETAIL ON 6-3.
ad RING SWANK NAILS AT 6 "o.C.
AT PANEL EDGE AND INTER LIED.
SUPPORT 4" O.G. 0 GABLE ENDS
FIRST 48" BACK
ACTUAL
ROOF TRUSS ANCHOR LEGEND
UPLIFT
O
CONCRETE
BEAM SCHEDULE
iE
D
R
O 8 -10d NAILS TO SEAT. CAPACITY= 2,245"
"
(MIAMI -DADE NOA "12- 013035)
REQUIRED
NU -VUE NVTH -16 STRAP ANCHOR w/ 5 -10d NAILS TO
ANCHOR
Q TRUSS. CAPACITY= 1,032"
B/E= 507H ENDS OF TRUSS
(MIAMI -DADS NOA 012- 013035)
UNO■ UNLESS NOTED OTHERW Sr
SIMPSON STRONG TIE TWIST STRAP- HTSM20 WITH I0 -10d NAILS TO
>
0 RAFTER 4 (4)1/411 x 2 -1/4" TAPCONS TO EXIST CMU WALL. ANCHOR CAP.=
TYP TYPICAL
REINFORCEMENTS
(2) "5
(ID'S • 48" oa.
WALL FOOTING
TES
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-
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CONT
8"
"3 STIRRUPS
REMARKS
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THICKENED EDGE
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A
+8' -0"
8"
12"
2 -05
-
2 -05
03 • 48" O.G.
TIE BEAM. SEE NOTES BELOW
I
O
B
8" x S"
1-05
GRO D G
CELL. SEE PLAN
NOTE: PROVIDE 2+5 CORNER BARS AT ALL CONTINUOUS WALL FOOTING CORNERS. SEE 5-2
B
FOOTING TYPES
TYPE -A ;- - - - - -,
A
13-1
A
+8' -0"
8"
16"
2 -05
-
2 -05
03 • 4" O.G.
CONC BEAM 11112 ADD'L -05 BARS
OVER OPENINGS AS PER DETAIL
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12"
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-
2 -05
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CONCRETE BEAM
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BEAM
TYPES
CONCRETE
BEAM NOTES:
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1. TIE BEAMS SHALL HAVE (4) " 3 TIES AT 12" o.G. AT ALL CORNES ,EA. WAY, AND 48" oz. REMAINDER
2. PROVIDE (2) " 5 x 60" CORNER BARS, BENT 30" EACH WAY • ALL CORNERS.
ACTUAL
ROOF TRUSS ANCHOR LEGEND
UPLIFT
O
NU -VUE NV358 -16 DOUBLE STRAP ANCHOR W/ 8 -10d NAILS TO TRUSS,
"
iE
D
R
O 8 -10d NAILS TO SEAT. CAPACITY= 2,245"
"
(MIAMI -DADE NOA "12- 013035)
REQUIRED
NU -VUE NVTH -16 STRAP ANCHOR w/ 5 -10d NAILS TO
ANCHOR
Q TRUSS. CAPACITY= 1,032"
B/E= 507H ENDS OF TRUSS
(MIAMI -DADS NOA 012- 013035)
UNO■ UNLESS NOTED OTHERW Sr
SIMPSON STRONG TIE TWIST STRAP- HTSM20 WITH I0 -10d NAILS TO
G = GRAVITY LOAD
0 RAFTER 4 (4)1/411 x 2 -1/4" TAPCONS TO EXIST CMU WALL. ANCHOR CAP.=
TYP TYPICAL
U=11150 (FLORIDA APPROVAL "FL 114 -13 "). SEE DETAIL 10/5 -3
G =2695 LB
G =1540 LB
G ■2695 LB
SYMBOL FOUNDATION NOTES
6" THICK CONCRETE SLAB ON COMPACTED FILL W/ CONT. 6x6- W1.4xWIA WWF
AND 6 MIL VAPOR BARRIER
1 -+5 REINFORCEMENT BAR GRADE 60 IN CONC. FILLED CELL AT 48" O.G. AND AT DOOR/WINDOW OPENINGS
AND CORNERS AS SHOWN ON PLAN.
8 "x8 "xl6" CONCRETE MASONRY UNITS WITH NO. 9 GAUGE LADDER TYPE JOINT REINFORCEMENT
EVERY OTHER COURSE (16" ON CENTER VERTICALLY)
® PROVIDE TERMITE TREATMENT CERTIFICATE AFTER SOIL COMPACTION IS COMPLETED
5 COMPRESSIVE STRENGTH OF CONCRETE FOR COLUMNS AND BLABS, FOOTINGS SHALL BE 3000 PSI.
TERMITE TREATMENT
G.C. TO PROVIDE A CERFIFICATE OF COMPLIANCE FOR THE TREATMENT FOR PROTECTION OF SUBTERRANEAN TERMITES FOR ALL NEW CCNC SLABS
ON GRADE. CERTIFICATE TO BE BY A LICENSED PEST CONTROL COMPANY AND N ACCORDANCE WITH THE RULES AND LAWS ESTABLISHED BY THE
FLORIDA DEPT OF AGRICULTURE AND CONSUMER SERVICES. PROVIDE CERTIFICATE AT TIME OF SLAB NSPECTION
SOIL STATEMENT
AS PER VISUAL INSPECTION SOIL CONDITIONS AT THIS SITE ARE SAND 4 ROCK WITH A MIN BEARING
CAPACITY OF 2000 PSF SHOULD OTHER CONDITIONS OR MATERIALS BE ENCOUNTERED, THE ARCHITECT
SHALL BE NOTIFIED. PRIOR TO PROCEEDING WITH THE WORK THE ARCHITECT OR ENGINEER SHALL
SUPPLY A LETTER ATTESTING THAT THE SITE HAS BEEN OBSERVED AND THE FOUNDATION CONDITIONS
ARE SIMILAR TO THOSE UPON WHICH THE DESIGN IS BASED ON. SEE F.B.G. 2010
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X BRACING • MAX �
20' O.C. SEE 5/S -2 0 I
II � II
I Imo
-
II II
T T— BLOCKING AT ALL I —r T
I I P NG LYWO SEAMS. SEE
_ TYP NAILI DETAIL - _ _
PI;E -FAB WD TRUSSES I I
• 24" O.C. - - - - - —I• +
II;
- +{ -- ---I+
II I I II
II �7T -F II
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2
ROOF PLAN
SCALE: 1/4" = V -0"
G =2695 LB
1805
G=1540 LB
1
G =2695 LB
F
CONCRETE COLUMN
FeMR TO FOUNDATION PLAN
ALL SPLICES SHALL 15E
A MIN. of 36"
CONC. SLAB ON GRADE HOOK DOWELS 12" INTO
BOTTOM OF FOOTNG W/
12" LONG 90 DI=G ACI HOOK
ALL DOWELS TO MATCH COLUMN
• c STEEL N QUANTITY 4 SIZE.
EXIST GRADE
nWM TO FOOTIG 6CWMX E1
M V
TYP. COLUMN SPLICE DETAIL
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FOOTING SCHEDULE
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FOOTING
BELOW GRADE
ELEVATION
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16"
CONT.
12"
4 -05
(2) "5
(ID'S • 48" oa.
WALL FOOTING
TES
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-
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CONT
8"
A
ll) +5
-
THICKENED EDGE
CONCRETE COLUMN
Q
I
O
I
UNDER SEFEiRATE PERMIT I
O
ALL SPLICES 48 BAR DIA.
I
O
B
8" x S"
1-05
GRO D G
CELL. SEE PLAN
NOTE: PROVIDE 2+5 CORNER BARS AT ALL CONTINUOUS WALL FOOTING CORNERS. SEE 5-2
B
FOOTING TYPES
TYPE -A ;- - - - - -,
A
SYMBOL FOUNDATION NOTES
6" THICK CONCRETE SLAB ON COMPACTED FILL W/ CONT. 6x6- W1.4xWIA WWF
AND 6 MIL VAPOR BARRIER
1 -+5 REINFORCEMENT BAR GRADE 60 IN CONC. FILLED CELL AT 48" O.G. AND AT DOOR/WINDOW OPENINGS
AND CORNERS AS SHOWN ON PLAN.
8 "x8 "xl6" CONCRETE MASONRY UNITS WITH NO. 9 GAUGE LADDER TYPE JOINT REINFORCEMENT
EVERY OTHER COURSE (16" ON CENTER VERTICALLY)
® PROVIDE TERMITE TREATMENT CERTIFICATE AFTER SOIL COMPACTION IS COMPLETED
5 COMPRESSIVE STRENGTH OF CONCRETE FOR COLUMNS AND BLABS, FOOTINGS SHALL BE 3000 PSI.
TERMITE TREATMENT
G.C. TO PROVIDE A CERFIFICATE OF COMPLIANCE FOR THE TREATMENT FOR PROTECTION OF SUBTERRANEAN TERMITES FOR ALL NEW CCNC SLABS
ON GRADE. CERTIFICATE TO BE BY A LICENSED PEST CONTROL COMPANY AND N ACCORDANCE WITH THE RULES AND LAWS ESTABLISHED BY THE
FLORIDA DEPT OF AGRICULTURE AND CONSUMER SERVICES. PROVIDE CERTIFICATE AT TIME OF SLAB NSPECTION
SOIL STATEMENT
AS PER VISUAL INSPECTION SOIL CONDITIONS AT THIS SITE ARE SAND 4 ROCK WITH A MIN BEARING
CAPACITY OF 2000 PSF SHOULD OTHER CONDITIONS OR MATERIALS BE ENCOUNTERED, THE ARCHITECT
SHALL BE NOTIFIED. PRIOR TO PROCEEDING WITH THE WORK THE ARCHITECT OR ENGINEER SHALL
SUPPLY A LETTER ATTESTING THAT THE SITE HAS BEEN OBSERVED AND THE FOUNDATION CONDITIONS
ARE SIMILAR TO THOSE UPON WHICH THE DESIGN IS BASED ON. SEE F.B.G. 2010
- \ TB -� B -1 TB -1 ♦ - -
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X BRACING • MAX �
20' O.C. SEE 5/S -2 0 I
II � II
I Imo
-
II II
T T— BLOCKING AT ALL I —r T
I I P NG LYWO SEAMS. SEE
_ TYP NAILI DETAIL - _ _
PI;E -FAB WD TRUSSES I I
• 24" O.C. - - - - - —I• +
II;
- +{ -- ---I+
II I I II
II �7T -F II
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2
ROOF PLAN
SCALE: 1/4" = V -0"
G =2695 LB
1805
G=1540 LB
1
G =2695 LB
F
CONCRETE COLUMN
FeMR TO FOUNDATION PLAN
ALL SPLICES SHALL 15E
A MIN. of 36"
CONC. SLAB ON GRADE HOOK DOWELS 12" INTO
BOTTOM OF FOOTNG W/
12" LONG 90 DI=G ACI HOOK
ALL DOWELS TO MATCH COLUMN
• c STEEL N QUANTITY 4 SIZE.
EXIST GRADE
nWM TO FOOTIG 6CWMX E1
M V
TYP. COLUMN SPLICE DETAIL
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COLUMN SCHEDULE
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REMARKS
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DIMENSIONS
VERTICAL
HORIZONTAL
C1
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8" x 12"
4 -05
03 0 8 "o.c.
CONCRETE COLUMN
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ALL SPLICES 48 BAR DIA.
C2
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8" x 16"
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CONCRETE COLUMN
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ALL SPLICES 48 BAR DIA.
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B
8" x S"
1-05
GRO D G
CELL. SEE PLAN
COLUMN TYPES ❑
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tYPE -A TYPE -B
24' -0"
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