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GRADE--\ � a z/
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FOUNDATION PLAN
SCALE: 1/4 = 1' -0"
ICF WALL
(REFER TO PLAN
FOR SIZE do REINF.)
4" THICK CONCRETE SLAB
W /6x6 W1.4xW1.4 WWF. OVER
6 MIL. VAPOR BARRIER, ON
COMPACTED FILL
6' -0"
8 "F
#4 ® 12" Q.C. a
TOP x 6' =0" o
U TOP OF SLAB
. _ _. _ EL— SEE PLANIf
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F (REFER TO GEN. NOTES)
iC
12"
MAX.
s
A -2 %LINTEL REINFORCEMENT - #4 CONT.
/—BAR AS REQUIRED IN TABLE R611.7(2)
LINTEL
TOP OF WALL
#4 B R AS
IN R6 1.7(1)
(TYP.) OPENING
12"
�- #5 BAR (TYP. ) IN DI ON TO MAX
VERT. REINFO CEMEI IT pER
TABLE R611.7 1) f
COLUMN & A- SCHEDULE
2 + -O°
DESCRIP11ON
I, 2
4°
VERTICAL
i SPLICES MIN. 30"
VERTICAL
LAP SPLICES MIN. 30"
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LAP SPLICES fl
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1 #4 CONT.
GRADE--\ � a z/
3#5 CANT.-=
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FOUNDATION PLAN
SCALE: 1/4 = 1' -0"
ICF WALL
(REFER TO PLAN
FOR SIZE do REINF.)
4" THICK CONCRETE SLAB
W /6x6 W1.4xW1.4 WWF. OVER
6 MIL. VAPOR BARRIER, ON
COMPACTED FILL
6' -0"
8 "F
#4 ® 12" Q.C. a
TOP x 6' =0" o
U TOP OF SLAB
. _ _. _ EL— SEE PLANIf
•- -=--I cam-- ---4-K --
-
<'. <:%mot/
/a VAPOR BARRIER
F (REFER TO GEN. NOTES)
iC
12"
MAX.
s
A -2 %LINTEL REINFORCEMENT - #4 CONT.
/—BAR AS REQUIRED IN TABLE R611.7(2)
LINTEL
TOP OF WALL
#4 B R AS
IN R6 1.7(1)
(TYP.) OPENING
12"
�- #5 BAR (TYP. ) IN DI ON TO MAX
VERT. REINFO CEMEI IT pER
TABLE R611.7 1) f
2 + -O°
I, 2
4°
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AT FOOTING: PROVIDE 2
#5 AT
EACH
CORNER LAPPED 48" ON
EACH DIREC11ON
INSTALL
IT AT 3" .
OUTSIDE
AT 7
BEAM: •. i
AT CORNER LAPPED ON EACH DIRECTION
FROM
THE
OUTSIDE FACE
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1 #4 CONT.
GRADE--\ � a z/
3#5 CANT.-=
2
FOUNDATION PLAN
SCALE: 1/4 = 1' -0"
ICF WALL
(REFER TO PLAN
FOR SIZE do REINF.)
4" THICK CONCRETE SLAB
W /6x6 W1.4xW1.4 WWF. OVER
6 MIL. VAPOR BARRIER, ON
COMPACTED FILL
6' -0"
8 "F
#4 ® 12" Q.C. a
TOP x 6' =0" o
U TOP OF SLAB
. _ _. _ EL— SEE PLANIf
•- -=--I cam-- ---4-K --
-
<'. <:%mot/
/a VAPOR BARRIER
F (REFER TO GEN. NOTES)
iC
12"
MAX.
s
A -2 %LINTEL REINFORCEMENT - #4 CONT.
/—BAR AS REQUIRED IN TABLE R611.7(2)
LINTEL
TOP OF WALL
#4 B R AS
IN R6 1.7(1)
(TYP.) OPENING
12"
�- #5 BAR (TYP. ) IN DI ON TO MAX
VERT. REINFO CEMEI IT pER
TABLE R611.7 1) f
SCALE: N.T.S.
-
_I
i •
• i
rA •
s i r �• r �
CCNTZETE FOOTING
4'- 0
.r #...! . #: �. # ?: !.. #3:c! 1�:.1�:: ?#� : ■ii�.l., ■ l:: i:# i!�'i:.! . #..�1.:::■ ,l:J'!`..l.i■
TOP VIEW
r 112"
gld:r
FORM TIE
1) GOVERNING CODE: _ n
FLORIDA BUILDING CODE 2007
21 DESIGN LOADS:
A) DESIGN LOADS
ROOF LIVE LOADS: 30 PSF
ROOF DEAD LOADS: 25 PSF
B) WIND = ASCE 7 -05
IMPORTANCE FACTOR = 1.0
WIND VELOCITY = 146 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 = 2000 PSF
4) CONCRETE
A) FOUNDATION & SLAB ON GRADE - 3000 PSI 0 28 DAYS
B) ALL OTHER CONC. - 4000 PSI 0 28 DAYS
C) MAX. SLUMP = 4" t 1"
5) REINFORCING STEEL:
ASTM A615 (GRADE 60)
B) WELDED WIRE FABRIC
ASTM A185
7) CLEARANCE OF THE REIN = ORCING STEEL:
FROM THE FACE OF CONCRETE SHALL BE AS
FOLLOWS (UNLESS INDICATED OTHERWISE }:
A) FOUNDATIONS - -- 3"
8) 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) CHOP DRAWINGS:
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 RESPONSIB1 1 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 SHALL OCCUR
OVER FRAMING. NAIL 8d 0 6" O.C. ALONG SUPPORT PANEL
EDGES AND AT INTERMEDIATE SUPPORTS. NAIL 8d
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. T�
''''x? D)VED By
14) SOFFIT @a OPEN AREA
USE 5/8" CDX PLYWOOD APA RATED SHEATHING EXPOSU
NAILING SAME AS SHEATHING ABOVE.
2 + -O°
I, 2
4°
SCALE: N.T.S.
-
_I
i •
• i
rA •
s i r �• r �
CCNTZETE FOOTING
4'- 0
.r #...! . #: �. # ?: !.. #3:c! 1�:.1�:: ?#� : ■ii�.l., ■ l:: i:# i!�'i:.! . #..�1.:::■ ,l:J'!`..l.i■
TOP VIEW
r 112"
gld:r
FORM TIE
1) GOVERNING CODE: _ n
FLORIDA BUILDING CODE 2007
21 DESIGN LOADS:
A) DESIGN LOADS
ROOF LIVE LOADS: 30 PSF
ROOF DEAD LOADS: 25 PSF
B) WIND = ASCE 7 -05
IMPORTANCE FACTOR = 1.0
WIND VELOCITY = 146 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 = 2000 PSF
4) CONCRETE
A) FOUNDATION & SLAB ON GRADE - 3000 PSI 0 28 DAYS
B) ALL OTHER CONC. - 4000 PSI 0 28 DAYS
C) MAX. SLUMP = 4" t 1"
5) REINFORCING STEEL:
ASTM A615 (GRADE 60)
B) WELDED WIRE FABRIC
ASTM A185
7) CLEARANCE OF THE REIN = ORCING STEEL:
FROM THE FACE OF CONCRETE SHALL BE AS
FOLLOWS (UNLESS INDICATED OTHERWISE }:
A) FOUNDATIONS - -- 3"
8) 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) CHOP DRAWINGS:
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 RESPONSIB1 1 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 SHALL OCCUR
OVER FRAMING. NAIL 8d 0 6" O.C. ALONG SUPPORT PANEL
EDGES AND AT INTERMEDIATE SUPPORTS. NAIL 8d
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. T�
''''x? D)VED By
14) SOFFIT @a OPEN AREA
USE 5/8" CDX PLYWOOD APA RATED SHEATHING EXPOSU
NAILING SAME AS SHEATHING ABOVE.
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JOB No.:
12.06487. FR
REVISIONS:
DATE: 3/5/2012
CHECKED BY:
DRAWN BY: SRL
PLOT : 100x
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NOTES, DETAILS
SHEET No.:
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JOB No.:
12.06487. FR
REVISIONS:
DATE: 3/5/2012
CHECKED BY:
DRAWN BY: SRL
PLOT : 100x
SHEET 1M
1 1• " •
NOTES, DETAILS
SHEET No.:
S-2
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JOB No.:
12.06487. FR
REVISIONS:
DATE: 3/5/2012
CHECKED BY:
DRAWN BY: SRL
PLOT : 100x
SHEET 1M
1 1• " •
NOTES, DETAILS
SHEET No.:
S-2
i
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