14-952-027CONCRETE NOTES
REINFORC-ING STEEL NOTES
1) REINFORGIN6 STEEL F9 = roo,000 P-51 Is =,24,000 R51 Es = 213,000,000 R51
Em z •6/•
2) REINFORC [I* STEEL SHALL CONFORM TO A5TM A-615 GRADE 60. REINFORCM STEEL SHALL BE DETAILED AND
FABRICATED ACCORDING TO THE 'MANUAL OF STANDARD PRACTICE FOR DETAILINCS REINFORCED CONCRETE
STRUCTURES'. HOOK ALL D151- 1UOU5 TOP •-
3) TIE BEAMS 4 FOOTINGS SHALL BE CONTINUOUS RENFORGEMENT, PROVIDED BY LAPPING SPLICES NOT LE55 THAN 301
CONTINUITY SHALL BE PROVIDED AT ALL CORNERS BY BENDING 2 BARB FROM EACH DIRECTION AROUND TPE
• i / QUANTITY).
4) EXTEND BEAM BOTTOM BARS 8' PAST ALL OPENINGS ON BOTH 51DES
5) CONTINUITY AT COLUMN,55HALL BE PROVIDE[) BY CONTINUING PORIZONTAL - COLUI`Nn5 OR BY
BENDIWG 14ORIZONTAL REIN.F. INTO # OF «
(o) HOOK TOP OF VERTICAL BARS IN ALL TEWINATiW5 COLUMNS 2' BELOW TOP OF SLAB AND 3' BELOW
TOP OF THE 5EAM-
STRUCTURAL STEEL
I STRUCTURAL STEEL SHALL CDNFORM TO THE FOLLOWING GRADES:
A. ALL LF, ANGLE, BASE PLATE5, CONN. PLATES (UON)---ASTM A36 (N=36 KSI)
5. STRUCTURAL ASTM A500
GROUT -55 KS
FOR COLUMN BASE PLATES SHALL BE NON-METALLIC «
GROUT FLOW 113, AS MANUFACTURED BUILDERS
OR APIRROVED EQUAL,
3. ALL WELDIWG SHALL CONFORM TO TPE REQUIREMENTS OF 'THE STANDARD CODE
F 'OR WELDING IN BUILDING CONSTRUCTION' OF THE AMERICAN WELDING SOCIETY.
ALL WELDING SHALL BE PERFORMED BY CERTIFIED WELDERS USING E10-XX
ELECTRODES.
REINFORCED MASONRY NOTES
1) PROVIDE CLEANOUT OPENING AT THE BOTTOM OF REINFORCED MA50NRY CELLS THAT ARE BEING
FILLED TO ENSURE THAT THE CELL 15 FILLED, PROVIDE WEEP HOLES AT 1/3 AND 2/3 OF SPAN
2) ALL BLOCK MASONRY WALLS SHALL HAVE S GUAGE HORIZONTAL REINFORCEMENT * DUR-O-WALL LADDER TYPE
SPACED 16' ON CENTER USE PREFABRICATED CORNERS AND TEES BY 'DUR-O-WALL AT CORNERS AND JUNCTIONS OF
WAI L5 MA50NRY UNITS SHALL BE 2 CELL POLLCW UNITS CONFORMING TO A.53Pt C-W WITH COMPRESSIVE STRENGTH
OF F'r-=11300 R51 ON THE NET CRO55-SECTIONAL AREA AND SHALL BE LAIC) IN RUNNING BOND.
MORTAR SHALL COMPLY /
MORTAR TYPE 5. // /
GROUT 4) WHERE ANCHOR BOLTS ARE SET IN MASONRY WALL, FILL TWO BLOCK CELLS WITH GROUT ANCHOR BOLT LOCATIONS
• IN THE WOW, « « ASTM C416 WITH A SLUMP MIIX OF s TO PROVIDE CLEANOUT AND
FILLED INSPECTION POLES AT CELLS AT BOTTOM COURSE.
CONTRACTOR TO CONSOLIDATE GROUT LIFTS WITH 3/4' VIBRATOR
-•- COROUT IN LIFTS NOT TO EXCEED .
1) GROUT USED IN THE WOW SHALL OBTAIN A MINIMUM COMPRESSIVE STRENGTH OF 3000 P51 IN 28 DAYS
GROUT SHALL
TOP BARS (TOP OVER EACH SUPPORT) WHERE BARS DIFFER IN TWO
1 1/2" a=5'-o"
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8' x 12'
4 -05
*3 e 8'a c.
CONCRETE COLUMN
f'c = 3000 psi
G2
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8' X lro'
8 -sa1
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03 0 8'o.c.
GONG TE COLUMN
f'c = 3000 psi
C3
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8' x 18'
r,_n0
*5 e 45'Q.c.
03 a 8'o.c.
CONCRETE COLUMN
f'c = 3000 psi
C4
B
8' x 2ro'
8 -*5
WALL FOOTING
*3 .6 a,o.c_
CONCRETE COLUMN
f'c = 3000 psi
G5
B
8' x 25'
8 -05
DOTING TYf Ea EXISTING CONCRETE
"3 8 8 °o.c..
CONCRETE COLUMN
f'c = 3000 psi
C8
B
8' x 27
8_
"3 0 8 °o c.
CONCRETE COLUMN
f'c = 3000 psi
C-1
A
10' x 10'
4 -Oro
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13 9 8'o.c.
CONCRETE COLUMN
f'c = 3000 psi
GS
B
8° x 213'
8 -#
project history:
*3 0 8'0.c.
CONCRETE COLUMN
f'c = 3000 psi
ce
B
' xp 25'
*3 Q 8'o c.
CONCRETE COLUMN
f'c = 3000 psi
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BUILDING DEPT.
STRUCTURAL SECTION
project information:
#3 1- 1A1RF'1N5
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15' -2'
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WALL FOOTING
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12'
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$5612'a.c.
PAD FOOTING
DOTING TYf Ea EXISTING CONCRETE
FOOTING TO REMAIN
F_QOTI DIAM
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PROVIDE
LOCATED #— 4 5TM • ii
#A EMBEDMENT I (o'ujA4[LTI HIT L1. it # #I
200 EPDXY
FROvIIDE 205 CORNER E3AR5 X 30- LONG EA_ WAY.
ALL CONTINUOUS WALL FOOTING CORNERS.
SCALE: N.T,S.
9 GAUGE DUR -&WALL HORIZONTAL -
REINFORCEMENT EVERY OTHER COURSE
(LADDER TYPE)
8` X 8` X 16' CONCRETE
MASONRY UNITS
2 # 5 CORNER BARS
ONE TOP ONE BOTTOM
OUTSIDE FACE OF BEAM,
BENT 3Q" EACH WAY @ ALL
CORNERS TYPICAL
4 # 3 STIRRUPS
12' O.C. BALANCE
3 @ W O.G. (1I.0.N.)
r �- - - ,-
1 • - A
SCALE: N.T.S_
8' x W x 16" CONCRETE
MASONRY UNITS
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a =5' -0° a =5' -0
ROOF UPLIFT PRESSURES
ZONE I - 36.16 P5F
ZONE 2 - 4351 P5F
ZONE 3 __ - 4351 PSF
fl^Klf% QCA..
TYP.COLUMN SPLICE DETAIL
9 GAUGE DUR-O-WALL HORIZONTAL
REINFORCEMENT EVERY OTHER COURSE
(LADDER TYPE)
9 GAUGE DUR-O-WALL HORIZONTAL
REINFORCEMENT EVERY OTHER COURSE
(LADDER TYPE)
DUR- G-WALL 4°
NCRETE COLUMN
SIDES
i
DETAILATCOLUMN
� a
a = 5'4-0'
GREE ACI
V TOP OF BEAM (TYP.)
dwomskign, Inc.
p.o. box 14.2116
coral gables, florida
33114.2116
v. 305.443.3100
It 305.259.3986
e. info @whadesign.com
architect of record:
William Arthur
License Number 0012074
design associate:
bFORD
These plans and specifications are
the exclusive property of WHA
Design. Any reproduction,
modification, disclosure, and/or use
of these materials (or any portion
thereof) without W-lA Design's prior
written consent is strictly prohibited.
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SEAM
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Ph. (305) 387 -5770 Fax. (305)
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project history:
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BUILDING DEPT.
STRUCTURAL SECTION
project information:
date:
TB -I
A
15' -2'
8'
12°
2 -"5
_
2 -05
*3 0 48' OjC_
TIE BEAM
SEE NOTES BELOW
TB -2
B
2 -05
2_#5
2_05
#3 ,s G,' O_G.
TIE BEAM
SEE NOTES BELOW
TB -3
A
I01-6'
8'
12'
2 -*5
-
2 -#5
#3 e 48' O_C.
IEEa
S BELOW
T5-4
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MATCH TOF
8°
12°
2 -95
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2 -05
03 S 48' O.G.
TIE BEAM
OF ROOF
SEE NOTES BELOW
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10` -� "
a.
28'
2 -"5
-
2 -'S
�3 g 8' O.C.
CONCRETE BEAM
F'c =3000 FBI
B -2
A
12' -0'
8'
24°
2-
_
2 -'(3
8' O.G.
CONCRETE BEAM
F'c =3000 PSI
SCALE: N.T,S.
9 GAUGE DUR -&WALL HORIZONTAL -
REINFORCEMENT EVERY OTHER COURSE
(LADDER TYPE)
8` X 8` X 16' CONCRETE
MASONRY UNITS
2 # 5 CORNER BARS
ONE TOP ONE BOTTOM
OUTSIDE FACE OF BEAM,
BENT 3Q" EACH WAY @ ALL
CORNERS TYPICAL
4 # 3 STIRRUPS
12' O.C. BALANCE
3 @ W O.G. (1I.0.N.)
r �- - - ,-
1 • - A
SCALE: N.T.S_
8' x W x 16" CONCRETE
MASONRY UNITS
M
ii
a =5' -0° a =5' -0
ROOF UPLIFT PRESSURES
ZONE I - 36.16 P5F
ZONE 2 - 4351 P5F
ZONE 3 __ - 4351 PSF
fl^Klf% QCA..
TYP.COLUMN SPLICE DETAIL
9 GAUGE DUR-O-WALL HORIZONTAL
REINFORCEMENT EVERY OTHER COURSE
(LADDER TYPE)
9 GAUGE DUR-O-WALL HORIZONTAL
REINFORCEMENT EVERY OTHER COURSE
(LADDER TYPE)
DUR- G-WALL 4°
NCRETE COLUMN
SIDES
i
DETAILATCOLUMN
� a
a = 5'4-0'
GREE ACI
V TOP OF BEAM (TYP.)
dwomskign, Inc.
p.o. box 14.2116
coral gables, florida
33114.2116
v. 305.443.3100
It 305.259.3986
e. info @whadesign.com
architect of record:
William Arthur
License Number 0012074
design associate:
bFORD
These plans and specifications are
the exclusive property of WHA
Design. Any reproduction,
modification, disclosure, and/or use
of these materials (or any portion
thereof) without W-lA Design's prior
written consent is strictly prohibited.
Alex Kon dr a t & Associates. Inc.
Alex Kondrat - P.E. #580801
M
10805 NIV 41 Street, Suite 124
,�•`` r) ` 1 D
Dor al Florida 33178
Ph. (305) 387 -5770 Fax. (305)
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project history:
L\
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BUILDING DEPT.
STRUCTURAL SECTION
project information:
date:
01/20/14
er r ay
project number
~-
13 -20 -
� V1
A-
Alex Kon dr a t & Associates. Inc.
Alex Kondrat - P.E. #580801
,� ,,s` "r fill,,
10805 NIV 41 Street, Suite 124
,�•`` r) ` 1 D
Dor al Florida 33178
Ph. (305) 387 -5770 Fax. (305)
387 -��
sheet title:
NOTES
sheet number.
S3
file.
C1 fhAM