05-1525(2)-0104
z
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H
a
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4" CONC. SLAB W -6X6 - # 10/ 10 WWM
@ MIDDEPTH OVER VISQUEEN
VAPOR BARRIER ON TERMITE TREATED
COMPACTED SOIL TYP.
C SC
I I- WF -1
1 #5 IN BLOCK CELL FILLED WITH CONCRETE
FROM THE BEAM TO FOOTING AT LEAST I • I�
5" EMBEDMENT AT EACH SIDE OF OPENING LL
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I I f I I I �O
I I I i I I I
i l l l l l
I I I I I I•
1 #5 IN BLOCK CELL FILLED WITH CONCRETE
MARK
ELEV, TOP
OF FOOTIN
FROM THE BEAM TO FOOTING AT LEAST I
�_
REINFORCING
5" EMBEDMENT AT EACH CORNER
CONTINUOUS
TRANSVERSE
I
SEE PLAN
I
4" CONC, SLAB W -GXG - # 10/ 10 WWM
2 #5
L
@ MIDDEPTH OVER VISQUEEN
2 #5
2 #5
VAPOR BARRIER ON TERMITE TREATED
a
a
COMPACTED SOIL TYP.
I
I
@ OFEN G5
I �I
'iF.FIL L V.' /.
TO _Ti I EXIST.
EXIST. FOOTING
FOUNDATION PLAN
SCALE: 1 \4 " =1' -0"
FOUNDATION NOTES
I - FLOOR SHALL BE 4" THICK CONCRETE SLAB WITH FIBER MESH
OVER G MIL VAPOR BARRIER, ON COMPACTED FILL. SEE GENERAL
NOTES ON 5-3 FOR COMPACTING REQUIREMENTS.
2 - ELEVATION OF TOP MONOLITHIC FOOTINGS NOTED AS "FM"
SHALL BE ± 0' -0 ".
3- COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS
DIMENSIONED OTHERWISE. ±0' -0 ", SEE SURVEY PLOT FOR NGVD.
4- REFERENCE ELEVATION
5- PROVIDE ISOLATION JOINTS BETWEEN INTERIOR AND EXTERIOR SLABS
ON GRADE: PROVIDE 112" FELT PAPER AT THE JOINT.
G - COORDINATE SLAB ELEVATIONS, STEPS, AND SLOPES WITH
ARCHITECTURAL DRAWINGS.
7- SEE ARCHITECTURAL DRAWINGS FOR THE ORIENTATION OF THE BUILDING.
5- WINDOWS, DOORS AND ROUGH OPENINGS ARE TO BE COORDINATED
WITH THE WINDOW /DOOR TYPES AND LOCATIONS NOTED
ON THE ARCHITECTURAL DRAWINGS AND WITH THE MANUFACTURERS.
9 - SEE ARCHITECTURAL DRAWINGS FOR WALKWAY SLAB LAYOUT.
10 - 0 FC INDICATES 1 #5 @ 42" VERTICAL REINFORCING BAR IN CELLS FILLED
W/ GROUT ENDS OF REBARS SHALL•BE HOOKED INTO FOUNDATION, BEAM
OR TIE BEAMS WITH A ACI STANDARD 90 HOOK. KEBARS SHALL BE
PLACED AS SHOWN IN THE PLAN5.(f'5 = 1 500 psi)
1 1 - SPLICES IN REINFORCING BARS SHALL NOT BE LE55 THAN 48 BAR
DIAMETERS ( #5 = 30 "), AND REINFORCING SHALL BE CONTINUOUS.
12 - RATIONAL ANALYSIS WAS PERFORMED TO DETERMINE THE STEEL REINFORCING
FOR THE MONOLITHIC FOUNDATION, DESIGNED WAS BASED ON AN
ALLOWABLE SOIL BEARING CAPACITY OF 2,000 PSF.
13- 1 #7 VERT. IN CONC. FILLED BLOCK CELL @ 24" OPEN AREA
f'u =2500 psi
14- G" THICK CONCRETE SLAB VERIFY SIZE LOCATION W/ A/C CONTRACTOR
TERMITE PROTECTION: (FBC 1816)
TERMITE PROTECTION SHALL BE PROVIDED AS A PREVENTIVE TREATMENT
TO NEW CONSTRUCTION AFTER ALL EXCAVATION, 13ACKFILLING AND
COMPACTION IS COMPLETE. A CERTIFICATE OF COMPLIANCE SHALL BE
ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL
COMPANY THAT CONTAINS THE FOLLOWING STATEMENT:
THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE
PREVENTION OF THE SUBTERRANEAN TERMITES. TREATMENT IS IN
ACCORDANCE W/ RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPT. OF
AGRICULTURE AND CONSUMER SERVICES."
1. SOIL STATEMENT:
501L @ THIS SITE IS UNDISTURBED ROCK t SAND
ADEQUATE TO SUPPORT THE DESIGN LOAD OF 2000
p5f. A LETTER WILL BE SUBMITTED BY ARCHITECT OR ENG.
AFTER GROUND HAS BEEN BROKEN ATTESTING THAT
SITE HAS BEEN OBSERVED t CONDITIONS ARE
51MILAR TO THOSE UPON WHICH DESIGN IS BASED.
2. SOIL COMPACTION REQUIREMENTS
COMPACT FILL UP TO MINIMUM OF 95% OF PROCTOR
MAXIMUM DRY DENSITY
TO SUBMIT COMPACTION TESTS BEFORE STARTING CONST.
WORKS.
CONCRETE FOOTING SCHEDULE
MARK
ELEV, TOP
OF FOOTIN
SIZE
THICK
REINFORCING
REMARKS
CONTINUOUS
TRANSVERSE
WF- I G
SEE PLAN
I G" CONT.
12"
2 #5
#5 @ 24" O.C.
5EE PLAN
2 #5
2 #5
5C
a
a
24" O.C.
I
@ OFEN G5
CONCRETE BEAM SCHEDULE
MARKS
SIZE
W D
ELEV. TOP
OF BEAM
REINFORCING
#3 TIES U.O.N.
SPACING O.C.
REMARK5
BOTT.
TOP
5
"Ell
"C"
TB -1
a
12
5EE PLAN
2 #5
2 #5
5C
a
a
24" O.C.
I
@ OFEN G5
CONCRETE COLUMN SCHEDULE
MARKS
51ZE
W D
ELEV. TOP
OF BEAM
REINFORCING
TIES
REMARKS
TC
a
12
5EE PLAN
4 #5
#3 @ a"
5C
a
a
5EE PLAN
4 #5
#3 @,51'
a
FULLY GROUTED
ARCH (NON - SHRINK CONIC. FILLED STEEL
GROUT) COLUMN, SEE PLAN
do SCHEDULE
STEEL BASE >
SHOP WELDED TO SLAB -ON -GRADE
COLUMN
(SEE SCHEDULE) `� MIN. (SEE PLAN)
TOP OF SLAB
x x X x— ' — X x x x SEE PLAN
l 5000 PSI
-'f NON- SHRINK,
- NON - METALLIC
GROUT BED
a
r
v `CONC. FOOTING
(SEE SCHEDULE
FOR SIZE
REINF.)
ANCHOR BOLTS
(SEE SCHEDULE)
STEEL COLUMN TO FOOTING DETAIL
SCALE: N.T.S.
MASONRY BLOCK
WALL
VERT. REINF. CENTEREI
IN FILLED CELL
(SEE PLAN)
STD. HOOK
. LADDER TYPE
7. REINS. (PLACED
Y OTHER BLOCK COURSE)
' -L5 SAME 51ZE AS
. BARS
W
cn
I�
J
Iz
S
FOOTING
NOTES:
1. HORIZ. REINF. SHALL BE EMBEDDED A MIN. OF 4" INTO
ADJACENT CONCRETE COLUMNS (IF APPLICABLE).
2. LAPPING OF HORIZ. REINF. SHALL BE A MIN. OF I G"
(ONE BLOCK LENGTH).
TYP. COL. REINF. DETAIL
SCALE: N.T.S.
NEW 8X 12 CONC. START COL. W/
2 #5 DOWELS X 3' -0" G" INTO
EXIST. FTG W/ EPDXY GROUT. AND
2 #5 X 4' -0" X 1' -0" INTO NEW
FOUNDATION
EXISTING 8" u
BLOCK WAL1- c° -
C„ 2 #5 DOWELS x 2' -0 G" INTO
EXIST. FTG. (3/4" DIAM.
2' -0„ HOLES) W/ EPDXY GROUT.
EXIST. CONIC. � 4 —ter
FTG, NEW CONC. FTG. SEE PLAN.
EXIST. & NEW FOOTING CONN.
N.T.S
3011
STIRRUP 4 @ 12" O.C.
TOP t BOT BARS m
2 #5 CORNER BARS
iull-4-
TYP. CONT. FOR REINF.
AT WALL &FTG.
N.T.S
a
Q
cc
I
EXISTING T6
#5 DOWEL, DRILL b" EXISTING
T6 /FTG, AND SET IN EPDXY GROUT,
EXISTING MASONRY
WALL.
ifs VERT. WHERE SHOWN ON PLAN
NOCK -OUT EXISTING MASONRY WALL AND
VSTALL #5 DOWELS AND #5 VERT. FILL
V 13,000 PSI PUMP MIX GROUT OR
'EAROCK CONC. WITH a" SLUMP.
EXISTING FTG.
EXISTING CMU WALL
12" TO 16" 2' ---0" MAX.
6"
0
cv FNOT DOWNS IN EXISTING CMU WALLS (WHERE TIE DOWN/TIE COLS.
STING):
CORNERS: AS SHOWN ON PLAN DETAILS.
20' -0" O.C.
ND WINDOW OPENINGS WHEN DOORS AND WINDOWS ARE TO
D.
TYP. FILLED CELL DETAIL
N.T.S.
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PROPOSED NEW ADDITION
FOR: Mr. & Mrs. GONZALES
4 ' " �, • � i i � 3'i. 7861 S.W. 68 th AVE. MIAMI, FL. 33143
PLAN & DETAILS
DRAWN BY: I.G