05-141-015lu
ZONE4 *.I*
118'-6" ZONE 4 ZONE 4 J-
61.0 PSF ZONE*
ZONE4 + 61.0 PSF + 61.0 PSF ZONE 5 1
66.2 PSF +
+ 61.0 P WF-24 66.2 PSF 66.2 PSF + 61.0 PSF - 80 Ps I-,
66.2 P F 81.7 PSF
F 9,-lo" 17'- 8"
21'-4" 45'-5"
TE 2'-8" 2'-4" 2'-7" 1 9" R'-6'
16-3 1 cc 71 tD r- - _ _ I
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WF-16
L WF-16 F-16 so - - - - - - - - - - - - - -- _j 4-r I
3: 3:1 4 - - - I- I
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L #5 @ 48"MAX. F3.0 71.7o FC
ZONE 5 L - - - -
111 3.0 A 74
I ENC 81.7 PSF
I I + CD C�SNEC�T�EL COL. FC
AT GARAGE WALLS ONLY
4.3 PSF IN GROUT FILLED CELLS COORD V� ZONE 5 IN E ZONE 5 C)
ARCH. D� GS + 57.9 PSF BELOW GRADE, TYP. + 57.9 PSF - STEP IN FTG, A
EL. +0'-0"
76.5 PSF 76.
69.3 PSF 5 PSF 4" THICK CONCRETE SLAB-ON-GROUND REINF. W
6 X 6 - W1.4 x W1.4 W.W.F. AT MID-DEPTH OV(R #5 @ 40" IN GROUT FILLED CELLs.
F3.0 =1 LF4.0-5.5 ONE STORY ... ...... .. ... .. (REF EL+ NGV�D)
F3.0 1 6 MIL. VAPOR BARR ER ON SUPERVISED COMPACTED FILL
6 THICK CONCRETE SLAB-ON-GROUND REINF. W1 F
C) F FILL SHALL BE COM ACTED TO 95% OF
Icb
, MS4 I
6 X 6 - W 2.9 x W 2.9 W.W.F. AT MID-DEPTH OVER S THE MODIFIED PROCTOR DENSITY TEST IN
6 MIL. VAPOR BARRIER ON SUPERVISED COMPACTED FILL
CO) T_ It ..-I- 1 15 ACCORDANCE WITH ASTIM-1) 1556 AND ASTM-D-1557
F1 ILL SHALL BE COMPACTED TO 95% OF Ht-1 1!M SOIL COMPACTION SHALL BE SUPERVISED BY �ONE 4
TC
. . ... .....
THE MODIFIED PROCTOR DENSITY TEST IN A FLORIDA REGISTERED GEOTECHNICAL ENGINEERA 4 57.9 PSF I
ARCH WG
ACCORDANCE WITH ASTM-D 1556 AND ASTM-D-1557 I TE TE TE CD
__j _j L LL _j I (S-T-� (TYP.) -1 63.6 PSF I
SOIL COMPACTION SHALL BE SUPERVISED BY F L �2 so
j LF3.5 A FLORIDA REGISTERED GEOTECHNICAL ENGINEER. I co _j '--8 5'- 6 414". 0 16 4
a I 1 1:111 2 -7" 'l -1101,
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COORD W/ u -I TC
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66.2 ISE 81, D I
F5.5 1 4 l'- 4' 8 C14
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I
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ARCH PVC 8" J - J I - - - - - - I L + 61.0 PS
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-16 TC WF-16 TC - - WF-16
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I WE C.J. 1 FAll
CD TTc
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F
69.3 PSF _TC - - - - - - - - - -
q'� TC __Irzz� 7 TC
IF 14 7-2
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AT GARAGE WALLS ONLY ARCH. D& CD a,
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13'-0"
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P-1 -
601 1 1 63.6 PSF + 57.9 PSF
A
d:
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e VIP C c"
F3.0 T
CN 6 X 6 - W1.4 x W1.4 W.W.F. AT MID-DEPTII 0 R
ZONE 4
'Tj I_t' COORD DV
E GS
-c' 6 MIL. VAPOR BARRIER ON SUPERVISED Cqy['AC� D FILL CN 2C)
r_4 - - ARCH. S CN + 61.0 PSF
Ln FILL SHALL BE COMPACTED TO 957. OF COORD 7
L
C-4 ARCH. Dw '-) CN 'T 66.2 PSF
F3.0 C14 THE MODIFIED PROCTOR DENSITY TEST IN CN PAVERS
ACCORDANCE WITH ASTM-D 1555 AND ASTM--d-' 1557 F
C,
SOIL COMPACTION SHALL BE SUPERVISED BY
+ A FLORIDA REGISTERED GEOTECHNICAL ENGINEER.
7
00 - ST. (TYP nB
TE
647 13
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D
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63.6 PSF LO
COORD
ARCH. N so C'4
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7'-2"
Flo 14 F 8 14
L F4.0 F4.0 F4.0 21� 8`0" E - - - I _T-2" F4.02P'4 J_
ST _F L WF-36T F - - - - FNCA E STEELICOL.
3 - - - - - - - - - - - - - - - - - - - s
13 IN CONCRETE rTo
TC L - - - - - - - _j 2 BELO GRADE
C.J.
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cD L - - - F4.5 F4.5
7
STE
-P IN FTG.
c 4" THICK CONCRETE SLAB-ON-GROUND REINF. W/,
B 6 X 6 - W1.4 x W1.4 W.W.F. AT MID-DEPTH OVER F4.0
6 MIL. VAPOR BARRIER ON SUPERVISED COMPACTED FILL
16
FILL SHALL BE COMPACTED TO 95% OF
C�(() R I W THE MODIFIED PROCTOR DENSITY TEST IN EL. +0'-0" D T3.
LLJ 'H. G' _j ACCORDANCE WITH ASTM-D 1556 AND ASTM-D- 1557 (RFF FL+ NGVD)� 3- 4 12'-8"
�__ A 3' 6'-4" 00
so F4,0 SOIL COMPACTION SHALL BE SUPERVISED BY
P IN FTG. A FLORIDA REGISTERED GFOTFCHNICAL FNGINEERA C 1 4 1-4 ZONE 4 CIA
(TYPI) f
L _E4.0
+ 57.9 PSF F3.)
D
63.6 PSF so
ZONE 4
f
ZONE 4 + 61.0 PSF 041
ZONE4
ZONE 4 E + 61.0 PSF - 66.2 PSF CD LI I
+ 57.9 PSF 66.2 PSF
+ 57.9 PSF F _j - 63.6 PSF WF-24
63.6 PSF TEP I IN FrG. FC
L- F3.0-8.0 A F5.0-8.0 F4.( _j
Ln ��;: (2) N,
Tc� " r
WF-24 5 WF-24 WE- 24 WF-24
L - - - - - - - - - - - - L - - - - - - - - - - - - -- _j - - - - - - - --- - - L
TC D cc cc
to TC 15
15
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ZONE 4 �ILLED CELLS TYD, U. 0. N, 2P-5" ---------------------- 1-4 11 66.2 PSF 91-3ll l'-9" 2'-6" 2'- 10" 113'- 6'$
-loll I ?, 4 _011
+ 61.0 PSF 4" 5-10" 2'- 4$' 6'- 0" 2
- 66.2 PSF
ZONE4 WF-20 72'-11" 4
+ 61.0 PSF ZONE
+ 57.9 PSF
- 66.2 PSF I Lo
- 63.6 PSF
FOUNDATION FLOOR PLAN
A_'� 1
#5 @ 32" TYP. @
WF-36T PRIVACY WALL
----------------------------------- -----------------------------
------------------------------ __j
5 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 4
W,) SCALE : 1/4" = V-101"
NOTES:
1. TERMITE TREATMENT OF SOILS UNDER SLAB ON
GRADE SHALL BE PERFORMED BEFORE POURING SLAB.
CAU LK 2, GC TO VERIFY ALL DOORS AND WINDOW OPENINGS DIMENSIONS PRIOR
1 /8' WIDE X 1/4 d DEEP TO START ERECTION OF CONC. BLOCK AND THE POURING OF THE CONC. SLAB,
SAW CUT CONTROL JOINT W1 MANUF. AND METRO DADE PRODUCT CONTROL REQUIREMENTS.
-7 TO BE CUT WITHIN 24 HOURS
AFTER SLAB IS POURED
WELDED WIRE
FABRIC @ MID DEPT
u
X-X- X--�--X1X-X-X- X
--VAPOR BARRIER
(SEE PLAN)
TYP. CONTROL JOINTS DETAIL (C.J.)-
1 1/2" = 1 1 -0 "
L --- I
IGNACIO J. CALVO P.E.
STRUCTURAL ENGINEER
FLORIDA CERTIFICATE NO. 56755
1800 SW 27 Ave. # 401
mia m il Florida 33145
Ph: (305) 6415-9008
Fax: (305) 648-9128
E-MAIL: ijcpegbellsouth.net
I j "!,
" cj
'q
1 7 2005
t� A t
7m
I I I
DAVID SARTT -AUTMAN
A R C H I T.E C T
305-667-0910 TEL 305-669-5162 FAX
REVISIONS
u-
BEAL.
r-urr/WATERH 8-24-04
_j