05-1298-001FOUNDATION NOTES:
BASED ON VISUAL INSPECTION ON SITE THE SOIL IS SAND
LIMESTONE FRAMGMENTS WITH AS APPARENT 2000 PSF
MINIMUN SOIL BEARING CAPACITY.
AT THE TIME OF CONSTRUCTION A LICENSED ARCHITECT OR
PROFESSIONAL ENGINEER SHALL SUBMIT TO THE BUILDING
OFFICIAL A LETTER ATTESTING THAT THE SITE HAS BEEN
OBSERVED AND THE FOUNDATIONS CONDITIONS ARE SIMILAR
TO THOSE UPON WHICH THE DESIGN IS BASED.
LEGEND
NEW 8' REINF. MASONRY BLOCK WALL
DENOTES 105 VERT IN BLOCK CELL IN BLOCK
5W-1 CELLS FILLED WITH CONC. GROUT. SEE PLANS
FOR LOCATION.
NEW CONIC, FOOTING, SEE SCHEDULE ON SHEET 5-4
'TEN DENOTES 12'x8' THICKENED EDGE WITH 2 +5 CONT.
'TE-1' DENOTES 1a'x12' THICKENED EDGE WITH 2 05 T. 4 B. CONT.
NOTES=
1. TOP OF FOOTING EL. -2'-0' UNLESS OTHERWISE
NOTED THUS 0
2. CONTRACTOR MUST COORDINATE ALL DIMENSIONS WITH
ARCHITECTURAL DRAWINGS AND IN THE FIELD.
3. FOR FOOTING, COLUMN 4 BEAM SCHEDULE SEE SHEET S-4
4. ELEV. 0'-0' REFERS TO +12.66' N�G.V.D.
PROVIDE DOUBLE MESH
AT STEEL COL.
LOCATIONS, 8'-0' LONG
EACH DIRECTION.
—;=x=x=x=xsr--x=;
I ST-2, SEE SCHEDULE
AND PLANS
3' CONC. COVER
ALL AROUND
1L12' HIGH STRENGTH
GROUT ° II II " ° °d
° °
l� e ° HEADED
F-&B, SEE FOOTING • ° ° ° ° STUDS.
SCHEDULE FOR REINF. ° G
SECTION
4' CONC, SLAB REINR
W/6x6-W1.4xW1.4 WWM.
OL TOP OF SL45
EL. 0'-0'
OIL TOP OF FTG.
EL. - 2'-0'
WELL COMPACTED FILL
VAPOR BARRIER.
32' -10'
8'
b
TT
O TMp WF-16 O
I r�----------------� W
I
J I
I I � I•I
r L— —� detEL: -0'-2'
O17- • �— TC
1
TOP OF STC LAB — — I —
4 I I 4' CONIC. SLAB I
REINF. WITH 6'x6' I ( tC
OTC Lj -� W1.4-w1.4 W.W.M. L r J
2 rF-6� F-6 0 PAVERS ON SAND, REFER
I I TO ARCHITECTURAL DRAWINGS.
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U4
IF 4
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T F-3D TE-1 I TTC g 2 O
I'll
1'-11, Be 6'-4' 8'
LPOOL DESIGN
BY OTHERS
d'
24'-8'
6'-4'
SCALE : 3/4' = P - 0' _ I I I I I ( `� ' • 1 I U12 M TCTC • • 1
OI WF-16
O I I I I
I CIA
I--- �--
( ST � 1 I � r---- —
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r- — — TC WF-16 TC O BW-3 TTC
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I TC F-4,5----------� ----------------------------- OI -3.0 I �
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m
O � 5 3 `� 2 2 I 5 2 "1 --
- 0 0 0 WF-240 O O O O EL: -0-2
r
UP — _ J I � I
L I J -- I I 0 Aft
1 I — --- —----------- �TOPOFSLA15 I TG
O(Tr IrF-50 S-8------�---------- --- , I
3 I TC —� 4' GONC. SLAB
�- rC I REINF. WITH 6'x6'
I EL: -0'-8' O J I 1 4' 4' ;0 1 1 WI.4-W1.4 WIUM. I
I t O III _ _
�r
I TOP OF SLAB N 1 O L O `n I I I WF-16 r WF-16 I r I `�'
I 4' CONC. SLAB r 1 TC — — — 1 — — — — J • I 3 m `t
' to I I 1 —I-- - - OI — — I I
m� �
I I LAYERS WITH
6 x6 /I � STC F-3� ,EL: -0'-2' 2T ;-J-
C�55 TOP OF SLAB L J t
W1.4-WI.4 WJM. -TC I TC r -1 4' CONIC. SLAB F-3.0 2 04 DIAG. EACH F-3� I O 4.0O F-5071 REINF. WITW 6'x6' �COLUMN CORNERITG Tr-
.
J I L 0 W1.4-W1.4 W.W.1" 1. (TY ICA ) O1 8 8 1 10 -8 4 8 a
r I -1 I I , �9 S-1 I N P L TG t— e9 0 'nI I I 3� EL: - 4'(H P.) I I TC
---- L— Cq ——•—•—•—•—•—• � I • TOP OF SLAB O -'
1 — - I I I I TC WF-16 �— TC TC TC W1=-24 tG 2 � 1 1 ' _ J f I m
L_ — _ � I 1 4' CONC. SLAB REINF.
Ol 1 10 1 O1 I S-8 F-40(S) L-- ;o
I WITH 2 LAYERS OF I
• S
t t TCTC TC tC TC TG� t�c TC I • 6xb' W1.4-WIA W.WM.
5 2 2 2 5 O 2
2 0 2.8 9_ _ 4.4 1_ 1 0 0 0 0 O
11 5 1 4 -O 3 0 O �J I� TC
r z- ----- -�- -1 r z_ _f I I
—-
F-6(S) -{-- --}--
�I I e------------- — -1
it I ' F-3 0 UP-24 �r- 3.0 F-3 0� � -Z4l S) L ,..�
r F-4.0 F-40
do •
I
ag I I� 11 gel l a I lei � ;el I I"�
u
I TC TC I I TC I I TC TC I I JTC ---------
O�_J---_0 WF- 6 WF 16
------ ---I L_j J L— — — — — — - L_� TC 1 O F-30 TC
•
WF-24 TC WF-20 TC WF 24 WF-24 — — — — WF-24 — — — — WF-24
4'-8'
MINIMUM EDGE DISTANCE MINIMUM EDGE DISTANCE le
FOR 114'0 TAPCONS. 21/21
1' IN. FOR WOOD 1''0' 2'-3' '-3' 8' 15'-0' 8' 2-3', 3'-9' 8'-0' vr 8'-0' 3'-9'
\n I MASONRY BLOCK WALL. 2'B'-8'
2x4 P.T. CONTINUOUS '4'0 x 3' TAPCONS SPACED w
BUCK (MINIMUM SIZE) FROM EACH CORNER AND
THE REST • 8' c/c. MAX.
T't'PIC�4L UJOOD SUCfG TO 1`1�4SONi�`r
5LOCfG CONNECTION DETAIL
FOUNDATION PLAN
SCALE: 3/lro' ■ 1'-O'
1&'-4'
ill11M.1l
24'-8'
FRANCISCO CUELLO JR. P.E., INC.
Consulting Civil/Structural Engineer
141 ALHAMBRA CIRCLE
SUITE 220
}�
CORAL CsABLES, FL 33134
�t
(305) 56"1-0125
'
Reg. No. 4008-1
v
EB. 0000013
OHN R. MEDINA & ASSOC
LA R C H I T E C T S
1901 S.W.75th Avenue
rliami, Florida 3315-
305.740.055,,
305.740.535:
^mains@bellsouth.ne
REVISIONS DATE BY
Zt OWNER'S REVISION 03-08-2006 FC
V) r\
4-'IT
�o
Dro,•nngs and Specifications as instrument of
A R & ! V i A RS
j �/' PIN t
sen ice are and shall remain the properf, of
.
the Architect and shah remcin the propert;
RESIDENCE.
of the Architect whether the protect for
which they were made is executed or not,
They ore not to be used in ony manner on
other projects or extensions to this project
except try
J•rIRS. PINO
appropriate compensation to the Architect.
6864 SW 68 th ST.,
Reproduction or dra vings and
Miami, FL 33155
specifications without the %Wlen consent or
Mr. Patricia Espinosa.
the Architect is prohibited.
305.
FOUNDATION PLAN
SCALE: 3/16"=F-0"
DATE: 02-05
DRAWN: