09-1045-018GENERAL NOTES
1) ALL POURED IN PLACE CONCRETE FILL CELLS AND TIE BEAMS TO BE 3000 PSI GROUT WITH •" TO 10" SLUMP.
2) ALL CONCRETE WORK IN ACCORDANCE WITH " SPECIFICATION FOR STRUCTURAL
COMCRETE FOR BUILDING "(ACI - 308 -05)
3) NO ADMIXTURES PERMITTED WITHOUT WRITTEN APPROVAL OF ENGINEER.
4) COMPACT INTERIOR FILL TO 95% OF MODIFIED PROCTOR MAXIMUM DRY DENSITY.
5) PROVIDE CLEANOUT OPENING AT THE BOTTOM OF REINFORCED MASONRY CELLS THAT ARE BEING FILLED TO
ENSURE THAT THE CELL IS FILLED. PROVIDE WEEP HOLES AT 1/3 AND 2/3 OF SPAN.
6) ALL REIN. STEEL SHALL CONFORM TO A.S.T.M. A -615 GRADE 60. REINFORCING STEEL SHALL BE DETAILED AND
FABRICATED ACCORDING TO THE" MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE
STRUCTUTRES" LAP CONTINOUS REINFORCING A MIN OF 30" IN BEAMS 36 BAR DIAMETERS IN SLABS.
HOOK ALL DISCONTINOUS TOP REINFORCING. PROVIDE AT ALL CORNERS 2 #5 60" LOMG BENT.
7) CLEAR COVER FOR REINFORCING SHALL BE:
SLABS:. ......... .................. . ................... ............. .......3/4„
FORMED FACES IN CONTACT WITH EARTH ...... 2"
UNFORMEDFACES ................................. .............................3"
8) ALL BLOCK MASONRY WALLS SHALL HAVE #9 GAUGE HORIZONTAL REINFORCEMENT" DUR -O -WALL LADDER TYPE PA
16" ON CENTER. USE PREFABRICATED CORNERS AND TESS BY " DUR -O -WALL AT GONERS AND JUNCTIONS OF WALL
MASONERY UNITS SHALL BE 2 CELL HOLLOW UNITS CONFORMING TO A.S.T.M. C -90 WITH COMPRESSIVE SETRENGTH OF
P.S.I. ON THE NET CROSS - SECTIONAL AREA AND SHALL BE LAID IN RUNNING BOND. MORTAR SHAL BE TYPE "S"
9) THE USE OF A SCALE TO OBTAIN DIMENSIONS NOT SHOWN ON THE PLANS IS STRICTLY FORBIDDEN.
10) CONTRACTOR TO LOCATE ALL EXISTING UTILITIES PRIOR TO EXCAVATION.
11) USE CONCRETE MASONRY UNITS CONFORMING TO A.S.T.M. C90 DESIGN F'm= 1500 P.S.I.
WHERE ANCHOR BOLTS ARE SET IN MASONRY WALL, FILL BLOCK CELLS WITH GROUT FOR BOLTED COURSE ADD ON
GROUTED CELL ABOVE AND TWO GROUTED CELLS BELOW ANCHOR ELEVATION.
12) GROUT USED IN THE WORK SHALL CONFORM TO ASTM C476 WITH A SLUMP MIIX OF 8" TO 10", PROVIDE CLEANOUT A
INSPECTION HOLES AT CELLS AT BOTTOM COURSE.
ALL MORTAR SHALL CONFORM WITH ASTM C270.
13) POUR GROUT IN LIFTS NOT TO EXCEED 4'
14) GROUT USED IN THE WORK SHALL OBTAIN A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI IN 28 DAYS. GROUT SL(
REQUIRED - - - - -8" TO 11" PROVIDE CLEANOUT HOLES AT TOP, MIDDLE.
15) A SPECIAL INSPECTION BY A FL. CERTIFIED ENGINEER OR SPECIAL INSPECTOR, WILL BE REQUIRED FOR ALL ENC INE
MASONRY CONSTRUCTION, SOIL COMPACTION AND FOR TRUSSES OVER 35' -0" LONG OR 6 " -0" HIGH.
16) ALL SPECIFIED MATERIALS AND CONNECTORS CAN BE SUBSTITUTED WITH EQUAL OR BETTER, WITH THE APPROVAL
ENGINEER OR ARCHITECT OF RECORD .
17) ALL STRUCTURAL LUMBER TO BE SOUTHERN PINE No.2OR BETTER.
MINIMUM BENDING STRESS, Fla = 1,200 PSI.
REINFORCED CONCRETE NOTES
1) EXTEND BOTTOM BARS E" PAST ALL OPENINGS GREATER THAN 3' -0" ON BOTH SIDES
2) BOND BEAMS SHALL BE CONTINUOUS REINFORCEMEN, PROVIDE BY LAPPING SPLICES NOT
LESS THEAN 30" CONTINUITY AT COLUMNS SHALL BE PROVIDED AT ALL CORNERS BY BENDING 2
BARS FROM EACH DIRECTION AROUND THE CORNER 30" OR BY ADDING 2 #5 BENT 30" EACH LEG,
3) CONTINUITY AT COLUMNS SHALL BE PROVIDED BY CONTINUING HORIZONTAL REBARS THRU
COLUMNS OR BY BENDING HORIZONTAL REINF. INTO COLUMNS A DISTANCE OF 30 ".
4) HOOK TOP OF VERTICAL BARS IN ALL TERMINATING COLUMNS 2" BELOW TOP OF SLAB AND 3"
BELOW TOP OF BEAM.
REINFORCED FOUNDATION NOTES
1) STRUCTURAL CONCRETE SHALL CONFORM WITH AGI -301 IT SHALL REACH A MINIMUM
COMPRESSIVE STRENGHT OF 3000 PSI FOR SLABS AND 3000 PSI FOR BEAMS AND COLUMNS.
2) AGGREGATE SHALL BE CLEAN AND GRADED MAXIMUM SIZES 3/4" CONCRETE ASTM C -33 SHALL
CONFORM TO ASTM C-94.
3) CONCRETE TESTING IS REQUIRED AS FOLLOWS: 1 SET OF 5 CYLINDERS FOR EVERY 50 CU. YDS.
OF CONCRTE AS PER ASTM C -94.
4) MAXIMUM PERMISSIBLE SLUMP IS 5' -6" IN STRUCTURAL CONCRETE WITH THE EXCEPTION BEING
SAND CEMENT GROUT
5) REINFORCING STEEL SHALL CONFORM TO ASTM A -615 GRADE 60. REINFORCING STEEL SHALL BE
DETAILED AND FABRICATED ACCORDING TO THE "MANUAL OF STANDARD PRACTICE FOR DETAILING
REINFORCED CONCRETE STRUTURES" . HOOK ALL DICONTINUOUS TOP REINFORCING . PROVIDE
CORNERS WITH 2 #5 X 5' -0" BARS CLEAR COVER FOR REINFORCING BARS SHALL BE:
FOOTING ............................. 3" UNFORMED FACE ........3"
SLABS........ ......................... 3/4"
BEAMS / COLUMNS.. ... 1 112 "
CED
1500
VD
1MP
EKED
OF
PLAN NOTES:
SOIL STATEMENT:
1) AS PER VISUAL INSPECTION SOIL CONDITIONS AT THIS SITE ARE
SAND & ROCK WITH A MINIMUM BEARING CAPACITY OF 2000 PSF
SHOULD OTHER CONDITIONS OR MATERIALS BE ENCOUNTERED,
THE ENGINEER 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 WICH
THE DESIGN IS BASED ON. SEE F_B.C. 2004 EDITION
2) ALL CONCRETE FTG'S. MONOLITHIC W/ CONCRETE
SLAB U -O.N. IN PLAN
3) PLACE ALL CONCRETE SLABS OVER 6 MIL. VAPOR
BARRIER OVER TERMITE TREATED, CLEAN & WELL
COMPACTED FILL
4) _CLLT:M4_NOTES 8" MASONRY BEARING WALL REINF.
W / ## 5 @ 48" O.C. MAX. VERTICAL BARS IN FULLY GROUTED
BLOCK CELL & N^ 9 GALV. LADDER TYPE HORIZ. JOINT
REINF. @ 16" O.C-
5) T.E_ DENOTES 8" X 8" CONCRETE THICKENED
SLAB EDGE W / 1 # 5 BOTT_ CONT.
STRUCTURAL NOTES
APPLICABLE CODES:
A: F.B.C. DADE COUNTY 2007 EDITION.
B: A.C.I. 318 -05 REINFORCED CONCRETE
C: REINFORCED MASONRY DESIGNERS GUIDE BY A.C.I. 530 -05 AND
THE MASONRY DESIGNERS GUIDE BY A.C.I. , T.M.S. , A.S.C.E.
E.- WIND ANALYSIS AND DESIGN PER A.S.C.E.7.05
REINFORCING STEEL fy = 60,000 P.S_I.
ALL BLOCK 8" A.S.T.M. C -90 HOLLOW UNIT MASONRY DESIGN f'c = 1,500 P.S.I.
GROUT SHALL COMPLY WITH A.S.T.M. C476,28 DAYS MIN. COMP. STRENGHT =
3,000 P.S.I. GROUT SLUMP REQUIRED - - - - -8" TO 11" PROVIDE CLEANOUT HOLES AT
BOTTOM OF FILLED CELL.
MORTAR SHALL COMPLY WITH A.S.T.M. 270 TYPE M
CONTRACTOR TO CONSOLIDATE GROUT LIFTS WITH 3/4" VIBRATOR
COLUMN SCHEDULE
MARK
SIZE
L x W x THICKNESS
REINFORCING
REMARK
MARK
SIZE
SHORT BAR
REMARK
SIiORT BAR
LONG BAR
M -16
VERT.
TIES
2#5
CONT.
1O
E" X 12"
4 # 5
*3@8
CON. COL.
2O
16" X 16"
4 ## 7
# 3 O. B„
MAS. COL.
TE
8 X 8
1# 5
FULLY GROUTED
O
RREG. (SEE FTG -3)
6 # 5
# 3 * B„
*4@ 15
COLUMN 1Q
9 11Y' a "Y3" MASONRY UNIT
ELL
COLUMN 2O
k�
r �
_ COLUMN 3O
#38'@8 "O.C.
FOOTING SCHEDULE
MARK
SIZE
L x W x THICKNESS
REINFORCING
REMARK
BOTTOM
TOP
SHORT BAR
LONG BAR
SIiORT BAR
LONG BAR
M -16
CONT. 16" X 16"
2#5
CONT.
_
F 4.0
4' -0" x 4' -0" x 12"
4#5
4#5
TE
8 X 8
1# 5
—
--
W/ CONT. # 5
M24
24 X 16
*4@ 15
3 # 5
W/ CONT_ # 5
BACK FILLED '0
BUILDING PAD
0
r
T
CD =
I�
S P. 1/2"
Iw
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I
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0
b
iw
I�
LIE
A/C CONC. SLAB
(EL.= 13.0')
-.. i
1 �
3/4" X 8" RECESS 1
SLAB_ TY
4 TOP STEEL T 12" C/C 5'-0" LONG1
SEE PLAN FOR LOCATION
X G # W1.4 X W1.4 WWM IN 4" CONCRETE
SLAB. DOUBLE THICK FOR 30"
AT ALL EDGES
- , • • .
I-
+ - =2 # 5 BARS CONT._
ICI -I 11 =1 1 =� I I III —I I =I j�MIL VAPOR BARRIER J
TYP. FOOTING DET.
NTS
- — 41'-2"
— 11 -4" 9' -4"
8 "X8 "TEW /1 #5
CONT.
F_ 4" SLAB
/ W/ 6X6 # W1.4 X W1.4 WWM
q
1 1 C I JC i t 6 MIL VAPOR BARRIER
II - a„�I =1III�III� -'
THICKENED EDGE DETAIL
NTS
7' -6"
--------------------------------------
I M
-16
IJ N ; %
x
co
I ,
3. @ 24 T TYPICAL FLOOR SLAB:
4" CONCRETE SLAB W/6 X 6 # W 1.4 X W 1.4 WWM WITH
MOISTURE BARRIER ON WELL COMPACTED CLEAN
SAND FILL. PROVIDE SOIL TREATMENT FOR TERMITES.
T
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LOWEST FLOOR
` EL -1350'
t,l I
I
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L 4
.. Q
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I
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1' -4"
12' -4"
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X 4' -0" I N
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■
1 # 5 AT 48" O/C VERTICAL REINF. AT EACH CORNER. AT EACH I 9 1
SIDE OF EVERY OPENING AND AS SHOWN ON PLAN. PROVIDE
NO. 9 WIRE LADDER TYPE JOINT REINFORCING 16" O /C.
SEE REINF. MASONRY SPECS. I ■
M -16 "'
41' -10"
8' -4"
& .s
5 -0"
FOUNDATION PLAN
SCALE: 1/4" -1' -0"
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12485 S.W. 137 AVE. SUITE 103
MIAMI, FLORIDA 33186
T. (305) 278 -7776
F. (305) 278 -7473
WWW.BELLONMILANES.COM
AA- 0003505
ARCHITECTURE
LAND PLANNING
INTERIORS
CONSTRUCTION MANAGEMENT
CONSULTANTS
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01.15 -09 D.D.
MARK DATE DESCRIPTION
A.B. AS —BUILT
R.A.P. REVISION AFTER PERMIT
I.D.C. BUILDING DEPT. COMMENTS
C.C. COORDINATION CHANGES
P.S. PERMIT SET
D. D. DESIGN DEVELOPMENT
P.H. PUBLIC HEARING
S.P.R. SITE PLAN REVIEW
PROJECT No. LB107
DRAWN BY: A.P. & P.W.
CHECKED WY: L.B.
O
1 d
X LEOP01_DO BELLON, AIA' (AR- 008737)
❑ ANGEL MILANES, AIA (AR- 0015845)
SHEET TITLE
FOUNDATION PLAN
S -1
SHEET OF