12-278-015COLUMN & BAR SCHEDULE
DESCRIP11ON
VERTICAL A- SPLICES
VERTICAL 1 SPLICES
(2) #5 VERTICAL a • SPLICES MIN. 30
VERTICAL O SPLICES
1) #5 VERTICAL @ 48"O.C. IN GROUT FILLED CELL
♦ ' ' ►1 ►
FOOTING SCHEDULE
• • ' 1 #4 @ ,�
l '�I #� m
CORNER BAR •
AT FOOTINU^: PROVIDE 2 #5 AT EACH CORNER LAPPED 48" ON EACH DIRECT10N
INSTALL IT ATS' FRON4 THE OUTSIDE -FACE
AT THE BEAM: PROVIDE 2 #5 AT CORNER LAPPED 30' ON EACH DIRECTION
GRADE: INSTALL IT AT 2" FROM THE OUTSIDE FACE
SLAB ON
v
FOUNDATION ION PL N
SCALE: 1/4 = V -0"
_ICF WALL s
-'` (REFER TO PLAN
FOR SIZE & REINF.)
c
4" THICK CONCRETE SLAB
W /6x6 W1.4xW1.4 WWF. OVER LINTEL
c� ( 6 MIL. VAPOR BARRIER, ON ��
dla- 6' -O" COMPACTED FILL —
m z W Err
m 0
`r w - #4 a 12" O.C.
1#4 CONT. TOP x 6' =0" Q
0 TOP OF SLAB
EL.= SEE PLAN
GRADE--\ z 2 "
r.
MAX.
VAPOR BARRIER
c (REFER TO GEN. NOTES)
3 #5 CONT r. ,
re ,e r ,rrtir 24" L < 4' —0"
L--- #4 0 24" O.C.
TRANSV. REINF.
MONOLITHIC FTG
SCALE: N.T.S.
LINTEL REINFORCEMENT — #4 CONT.
BAR AS REQUIRED IN TABLE R611.7(2)
TOP OF WALL
#4 B R AS RE UIRED
IN R6 1.7(1)
(TYP.) OPENING --
12"
#5 BAR (TYP. ) IN DI ON TO MAX.
VERT. REINFO CEME T PER
TABLE R611.711) f
24 "1 241" , 2' A, —n ^i. J4"
TYPICAL WALL REIN]
SCALE: N.T.S.
CONCRETE 48" MIN. LAP
FOOTING
-
9
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L ONGITU
IN.
BARS
CORNER SPLICE BARS
LIE
SIZE AND
QUANTITY A
LONGITUDINAL
REINF. BAARS
2 -- #5 CORNER BARS 1) GOVERNING CODE:
48" EN BOTTOM. A. WAY, ONE TO ?,
ONE 6 FLORIDA BUILDING COD 2007
ry
CONCRETE FOOTING
FOUNDATION
CORNER BAR DETAIL
REr:TF. s (IT F71PQT BLOCK j
� CELLS I
r
#4 VERT. 04,
12 O.C.
WALL CORNER BAR DETAIL
m tnL
-------------
4 ®- Or>
1 ,120
gyp
FORM TIE
SINE VIEW
9 Y4" TRITEX STRAIGHT DETAIL
I„ V_0"
21 DESIGN LOADS:
A) DESIGN LOADS
ROOF LIVE LOADS: 30 PSF
ROOF DEAD LOADS. 25 PSF
I
I
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 = 200D 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) CLFARANC:= OF THE REINFORCING STEEL_:
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
3) 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.
1 1) COORDINATION:
WORK THESE DRAWINGS WITH ARCHITECTURAL,
MECHANICAL, AND ELECTRICAL DRAWINGS FOR
LOCATIONS OF EMBEDDED ITEMS.
12) SHOP DRAWINGS:
ALL SHOP DRAWINGS INCLUDING SHORING SHALL
BE SUBMITTED FOR A/E REVIEW ONLY AFTER
THEY HAVE BEEN THOROUGHLY REVIEWED BY
THE CONTRACTOR FOR CONSTRUCT #ON 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 REV€EWING ANY SHOP DRAWINGS.
13) SHEATHING
USE 19/32" PLYWOOD APA RATED SHEATHING EXPOSURE 1.
INSTALL WITH THE LANG 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 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 c7. OPEN AREA
USE 5/8" CDX PLYWOOD APA RATED SHEATHING EXPOSURE 1.
NAILING SAME AS SHEATHING ABOVE.
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JOB No.:
12.06501.SFR
[REMSIONS: I
DATE: 3/5/2012
CHECKED BY:
DRAWN BY: SRL
PLOT.. 10070
!SHEET INDEX:
FOUNDATION 1
NOTES, DETAILS
SHEET No.:
S-2
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JOB No.:
12.06501.SFR
[REMSIONS: I
DATE: 3/5/2012
CHECKED BY:
DRAWN BY: SRL
PLOT.. 10070
!SHEET INDEX:
FOUNDATION 1
NOTES, DETAILS
SHEET No.:
S-2