12-278-014COLUMN & BAR SCHEDULE
MARK DESCRIPTION
(1) #4 VERTICAL @ 12"O.C. LAP SPLICES MIN, 30"
F2 (1) #5 VERTICAL LAP SPLICES MIN. 30
F-3] (2) #5 VERTICAL LAP SPLICES MIN. 30"
F41 (3) #4 VERTICAL @ 12"O.C. LAP SPLICES MIN. 30"
151 (1) #5 VERTICAL @ 48"O.C. IN GROUT FILLED CELL
_.LAL SPLEI�Fs MIN, 30"
FOOTING SCHEDULE
Reinforcing
L6nOD B t Remarks
Mark Size (WxD) In altuclincd Transversal 'Longitudinal YrIcInsversal
WF16 12" X 16'* 0 0 3 #5 #4 @ 24"O.C.
WF1 2 12" X 12" 0 0 2 #5 #3 @ 48"O.C.
TE1 6 12" X 16" 0 0 2 #5 #3 @ 48"O.C.
TE8 8" X 8" 0 0 1 #5 0
CORNER BAR NOTES
AT FOOTING: PROVIDE 2 #5 AT EACH CORNER LAPPED 48" ON EACH DIRECTION
INSTALL IT AT 3" FROM THE OUTSIDE -FACE
AT THE BEAM: PROVIDE 2 #5 AT EACH CORNER LAPPED 30" ON EACH DIRECTION
INSTALL IT AT 2" FROM, THE OUTSIDE FACE
SLAB ON GRADE:
, , I "11
.. . . ....
ZEN 0 x 0 0 w 0 N E'
.... ............. ...... ...... ...... ...... ............ ......
Z NZ _WF1 6 M
Z
rz
0
M
z z
Z
Z
Z a, F21
z z
(D
TRANSFER BAR,,
TRANSFER BAR Z
III I� 13'
#4 X 6'-0" @ w4w x 6' -0„ i 6
12" O.C. — TYP. 12" O.C. — TYP.
3' -0„
0 . ....
5"
Ld N
" i
F31 :Z Z
Z
Z
6'— 0
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M Z`
- - ----------
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Z NZ LL_
ry 4" CONC. W/ W.W.F.
00 LL
T 1.4 X 1.4 6X6 3000 Z Z
A
C'j 0 ■ X,
Z PSI MIN. OVER 0.6 MIL. Z z
in
00
VAPOR BARRIER AND
_Z
CLEAN COMPACTED FILL
x
LTE& __1__1______,_ — - ---- 7<
ZEZ
Et
0
Lo Z t Z
ZZ
Zt
MjZ
TRANSFER BAR Z TRANSFER BAR
" @
#4 X 6'-0" @ #4 X 6'-0
12" O.C. TYP. .,, 12" O.C. TYP. ro
`f, 2
%
EL +11.9
>
(2) #5x6 FT
CONTINUE VERT. #5
5 3. Z t BELOW WINDOW Z
NZ
(2) 3FT #5 HOOKS TO,
OPENINGS TYP.
CMU FOOTING LAP 30" WF1 6
■ NZ1,11111M m--n-mm-7 a a
®,,,,,2
M
PROVIDE 10" X RECESS
3' -0"
00
@ SLAB EDGE. CONCRETE Z 0
z Z
■ TO BE CLEAN & LEVEL TO
TE16
TOLERANCE THIS AREA
Z BEFORE PLACING ICF
BLOCKS — TYP. Z jF1 1
...........
M M ED 131
0" 8f-0"
7' -10j" 7'-11
i
F OUN "DATION PLAN
SCALE: 1 /4 = 1' -0"
6
A -2 LINTEL REINFORCEMENT - #4 CONT. TOP OF WALL
BAR AS REQUIRED IN TABLE R611.7(2)
LINTEL Z h-
#4 B R AS REOUIRED
IN R6 1.7(1)
-- -(TYP.) OPENING
12"_
MAX.
#5 BAR (TYP.) IN AP nEON TO
12" VERT. REINFORCEM , �I
PER
TABLE R611.7(1)
2'-0'
fl.1
24" L< 4' 1 24"1 1 2 1 �
e 4! — 24"
C A
TYPI AL WALL REIN F.
SCALE: N.T.S.
C"O N C R E TF 48" MIN, LAP
LONGITU Iyt
CORNER SPLICE BARS SAME
SIZE AND QUANTITY
LONGITUDINAL REINF. BAARS
2 - #5 CORNER BARS
48" E-A. WAY. ONE TOP,
ONE ON BOTTOM.
FOUNDATION
CORNER BAR DETAIL
0-
CONCRETE F100TING
NVnT�- r"T FIRST Q1 n(te
\1 CELLS I
#4 VERT. C,�
-1
12 0.C.
WALL CORNER BAR DETAIL
-----------------------------------------------------------
1�
4 I - 0
SIDE VIEW
9 Y4" TRITEX_ STRAIGHT DETAIL
----------------
1" = 1*-0"
1 GOVERNING CODE:
FLORIDA BUILDING CODE 2010
21 DESIGN LOADS:
A) DESIGN LOADS
ROOF LIVE LOADS: 30 PSF
ROOF DEAD LOADS: 25 PSF
6) WIND = ASCE 7-10
IMPORTANCE FACTOR = 1.0
WIND VELOCITY = 175 MPH
EXPOSURE CATEGORY = "C"
3) FOUNDATIONS
A) CLEAR SITE OF ALL UNSUITABLE MATERIALS
B) EXCAVATE FOR FOOTINGS. A GEOTECHNICAL
ENGINEER SHALL INSPECT THE EXCAVATIONS
AND CONFIRM THAT EXPOSED MATERIAL IS
SUITABLE FOR DESIGN BEARING PRESSURE.
C) AFTER FOOTINGS ARE POURED, PLACE FILL AS
REQUIRED TO BRING SITE TO GRADE FILL
SHALL BE PLACED IN 12" MAXIMUM LIFTS AND
COMPACTED TO 95% DENSITY AS DETERMINED
BY ASTM D1557 (METHOD B.)
D) FILL MATERIAL SHALL CONSIST OF
CLEAN SAND, OR SAND, AND ROCK WITH
NOT MORE THAN 10% PASSING A NUMBER 200 SIEVE.
E) DESIGN FOUNDATION BEARING
PRESSURE = 200D PSF
4.) CONCRETE
A) FOUNDATION & SLAB ON GRADE = 3000 PSI @ 28 DAYS
B) ALL OTHER CONC. 4000 PSI 0 28 DAYS
C) MAX. SLUMP = 4" t 1
STEEL;
5) REINFORCING STEEL.
ASTM A615 (GRADE 60)
6) WELDED WIRE FABRIC
ASTM A185
7) CLEARANCM OF THE REINFORCING STEFL:
FROM THE FACE OF CONCRETE SHALL BE AS
FOLLOWS (UNLESS INDICATED OTHERWISE):
A) FOUNDATIONS — — — 3"
B) COLUMNS AND BEAMS (TO TIES OR STIRRUPS) 1-1/2
C) SLABS INTERIOR — 1-
EXPOSED TO WEATHER — 1-1/2-
9) STRUCTURAL STEEL:
A) SHAPES, BARS AND PLATES--ASTM A36
8) ANCHOR BOLTS-- ASTM A307
C) EXPANSION BOLTS-- HILTI -KWIKBOLTS-
D) WELDING ELECTRODES— CLASS E70XX
10) CONTRACTOR'S RESPONSIBILITY:
CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN
AND CONSTRUCTION OF FORMWORK AND SHORING.
11) COORDINATION:
WORK THESE DRAWINGS WITH ARCHITECTURAL,
MECHANICAL, AND ELECTRICAL DRAWINGS FOR
LOCATIONS OF EMBEDDED ITEMS.
12) SHOP DRAVVINGS:
ALL SHOP DRAWINGS INCLUDING SHORING SHALL
BE SUBMITTED FOR A/E REVIEW ONLY AFTER
THEY HAVE BEEN THOROUGHLY REVIEWED BY
THE CONTRACTOR FOR CONSTRUCTION METHODS,
DIMENSIONS AND OTHER TRADE REQUIREMENTS.
THEY MUST BE STAMPED WITH THE
CONTRACTOR'S APPROVAL STAMP. THE A/E
ASSUMES NO RESPONSIBILITY FOR DIMENSIONS,
QUANTITIES, ERRORS OR OMISSIONS AS A
RESULT OF REVIEWING ANY SHOP DRAWINGS.
13) SHEATHING
USE 19/32" PLYWOOD APA RATED SHEATHING EXPOSURE 1.
INSTALL WITH THE LONG DIMENSION OR STRENGTH AXIS OF
THE PANEL ACROSS SUPPORTS, AND WITH PANEL CONTINUOUS
OVER TWO OR MORE SPANS. PANEL END JOINTS
OVER FRAMING. NAIL 8d 0 6" O.C. ALONG SUPPORT PANEL
EDGES AND AT INTERMEDIATE SUPPORTS, NAIL 8d 0 4 O.C.
ALONG THE PERIMETER OF THE ROOF. THIS IS BASED ON
MAXIMUM SUPPORT SPACING OF 24" O.C. NAILS SHALL BE
"RING SHANK" WITH 1 3/4" MIN. PENETRATION ON
MAIN MEMBER.
14) SOFFIT @ OPEN AREA
USE 5/8- CDX PLYWOOD APA RATED SHEATHING EXPOSURE 1.
NAILING SAME AS SHEATHING ABOVE.
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11INNE
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ICF WALL
(REFER TO PLAN
FOR SIZE & REINF.)
4" THICK CONCRETE SLAB
w
W/6x6 W1.4xW1.4 WWF. OVER
F6
0
:3
MIL. VAPOR BARRIER, ON
a-
In
-7 6 -0" COMPACTED FILL
u)
M V)
;i w
A F
00 0
w
w
0 12- O.C.
1#4 CONT. —
�__#4
TOP x 6'_ 0"
UJI
TOP OF SLABOIL
GRADE--\ 2_� 2"
r EL.= SEE PL AN f
77'7-
VAPOR BARRIER
(REFER TO GEN. NOTES)
3#5
T
MIN.
L#4 0 24- O.C.
TRANSV. REINF.
MONOLITHIC FTG
2
000
00
SCALE: N.T.S.
6
A -2 LINTEL REINFORCEMENT - #4 CONT. TOP OF WALL
BAR AS REQUIRED IN TABLE R611.7(2)
LINTEL Z h-
#4 B R AS REOUIRED
IN R6 1.7(1)
-- -(TYP.) OPENING
12"_
MAX.
#5 BAR (TYP.) IN AP nEON TO
12" VERT. REINFORCEM , �I
PER
TABLE R611.7(1)
2'-0'
fl.1
24" L< 4' 1 24"1 1 2 1 �
e 4! — 24"
C A
TYPI AL WALL REIN F.
SCALE: N.T.S.
C"O N C R E TF 48" MIN, LAP
LONGITU Iyt
CORNER SPLICE BARS SAME
SIZE AND QUANTITY
LONGITUDINAL REINF. BAARS
2 - #5 CORNER BARS
48" E-A. WAY. ONE TOP,
ONE ON BOTTOM.
FOUNDATION
CORNER BAR DETAIL
0-
CONCRETE F100TING
NVnT�- r"T FIRST Q1 n(te
\1 CELLS I
#4 VERT. C,�
-1
12 0.C.
WALL CORNER BAR DETAIL
-----------------------------------------------------------
1�
4 I - 0
SIDE VIEW
9 Y4" TRITEX_ STRAIGHT DETAIL
----------------
1" = 1*-0"
1 GOVERNING CODE:
FLORIDA BUILDING CODE 2010
21 DESIGN LOADS:
A) DESIGN LOADS
ROOF LIVE LOADS: 30 PSF
ROOF DEAD LOADS: 25 PSF
6) WIND = ASCE 7-10
IMPORTANCE FACTOR = 1.0
WIND VELOCITY = 175 MPH
EXPOSURE CATEGORY = "C"
3) FOUNDATIONS
A) CLEAR SITE OF ALL UNSUITABLE MATERIALS
B) EXCAVATE FOR FOOTINGS. A GEOTECHNICAL
ENGINEER SHALL INSPECT THE EXCAVATIONS
AND CONFIRM THAT EXPOSED MATERIAL IS
SUITABLE FOR DESIGN BEARING PRESSURE.
C) AFTER FOOTINGS ARE POURED, PLACE FILL AS
REQUIRED TO BRING SITE TO GRADE FILL
SHALL BE PLACED IN 12" MAXIMUM LIFTS AND
COMPACTED TO 95% DENSITY AS DETERMINED
BY ASTM D1557 (METHOD B.)
D) FILL MATERIAL SHALL CONSIST OF
CLEAN SAND, OR SAND, AND ROCK WITH
NOT MORE THAN 10% PASSING A NUMBER 200 SIEVE.
E) DESIGN FOUNDATION BEARING
PRESSURE = 200D PSF
4.) CONCRETE
A) FOUNDATION & SLAB ON GRADE = 3000 PSI @ 28 DAYS
B) ALL OTHER CONC. 4000 PSI 0 28 DAYS
C) MAX. SLUMP = 4" t 1
STEEL;
5) REINFORCING STEEL.
ASTM A615 (GRADE 60)
6) WELDED WIRE FABRIC
ASTM A185
7) CLEARANCM OF THE REINFORCING STEFL:
FROM THE FACE OF CONCRETE SHALL BE AS
FOLLOWS (UNLESS INDICATED OTHERWISE):
A) FOUNDATIONS — — — 3"
B) COLUMNS AND BEAMS (TO TIES OR STIRRUPS) 1-1/2
C) SLABS INTERIOR — 1-
EXPOSED TO WEATHER — 1-1/2-
9) STRUCTURAL STEEL:
A) SHAPES, BARS AND PLATES--ASTM A36
8) ANCHOR BOLTS-- ASTM A307
C) EXPANSION BOLTS-- HILTI -KWIKBOLTS-
D) WELDING ELECTRODES— CLASS E70XX
10) CONTRACTOR'S RESPONSIBILITY:
CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN
AND CONSTRUCTION OF FORMWORK AND SHORING.
11) COORDINATION:
WORK THESE DRAWINGS WITH ARCHITECTURAL,
MECHANICAL, AND ELECTRICAL DRAWINGS FOR
LOCATIONS OF EMBEDDED ITEMS.
12) SHOP DRAVVINGS:
ALL SHOP DRAWINGS INCLUDING SHORING SHALL
BE SUBMITTED FOR A/E REVIEW ONLY AFTER
THEY HAVE BEEN THOROUGHLY REVIEWED BY
THE CONTRACTOR FOR CONSTRUCTION METHODS,
DIMENSIONS AND OTHER TRADE REQUIREMENTS.
THEY MUST BE STAMPED WITH THE
CONTRACTOR'S APPROVAL STAMP. THE A/E
ASSUMES NO RESPONSIBILITY FOR DIMENSIONS,
QUANTITIES, ERRORS OR OMISSIONS AS A
RESULT OF REVIEWING ANY SHOP DRAWINGS.
13) SHEATHING
USE 19/32" PLYWOOD APA RATED SHEATHING EXPOSURE 1.
INSTALL WITH THE LONG DIMENSION OR STRENGTH AXIS OF
THE PANEL ACROSS SUPPORTS, AND WITH PANEL CONTINUOUS
OVER TWO OR MORE SPANS. PANEL END JOINTS
OVER FRAMING. NAIL 8d 0 6" O.C. ALONG SUPPORT PANEL
EDGES AND AT INTERMEDIATE SUPPORTS, NAIL 8d 0 4 O.C.
ALONG THE PERIMETER OF THE ROOF. THIS IS BASED ON
MAXIMUM SUPPORT SPACING OF 24" O.C. NAILS SHALL BE
"RING SHANK" WITH 1 3/4" MIN. PENETRATION ON
MAIN MEMBER.
14) SOFFIT @ OPEN AREA
USE 5/8- CDX PLYWOOD APA RATED SHEATHING EXPOSURE 1.
NAILING SAME AS SHEATHING ABOVE.
I L z
•
NONE
11INNE
w
z
0__
•
U. •
•
z
w
w uj
U)
cr. M
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w
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U. >
cf) C
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D
um
U. • ENNJ 14
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CL C:) ILI
L -A
INITM MA113WL I
APP MW INK COPOW AM
tvwu. coat Garr MAN= IM
aw MAY wr w um at
00
JOB No.:
12.06501.SFR
REVISIONS:
& 9-13-12 CODE INFO
DATE: 3/5/2012
CHECKED BY:
DRAWN BY: SRL
PLOT : 100%
r-SHEET No.:
S-2
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INITM MA113WL I
APP MW INK COPOW AM
tvwu. coat Garr MAN= IM
aw MAY wr w um at
00
JOB No.:
12.06501.SFR
REVISIONS:
& 9-13-12 CODE INFO
DATE: 3/5/2012
CHECKED BY:
DRAWN BY: SRL
PLOT : 100%
r-SHEET No.:
S-2