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SWIMMING POOL DESIGN AND ENGINEERING
ARE NOT WITHIN THE SCOPE OF THESE
ENGINEERING DRAWINGS.
77' -6'
9' -2' 2' -8' 31' -4 1/2' 2' -10' 4' -4' 2' -10' 2' -51/2' 21' -10'
- - 9'-2' 2'-8' 9' -8' 13' -10' 7' -10 1/2 - - - - pl-.9 • - - -
ZONE 4
+ 47.6 PSF
- 52.5 PSF
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- 52.5 PSF I o I
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+ 51.6 ON PSF r1 I O - - _ J ! I I ENCASE COLUMN I I - -
+ 69.1 PSF I 44.5 IN CONCRETE TC WF -16 ■ ■ ■ ■
ci I BELOW GROUND TYP. I 1 L-------------- - - - - -- ■
■ ll 11111111 loll 111111111 1101IFTITNI ■ ■ ■ ■
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THICK CONCRETE SLAB -ON- GROUND REINF. W/
XASCOLUMN 6 X 6 - W1.4 x W1.4 W.W.F. AT MID -DEPTH OVER RETE 6 MIL. VAPOR BARRIER ON SUPERVISED COMPACTED FILL
" ® BE TYP. A ■ I FILL SHALL BE COMPACTED TO 95% OF EL SEE ARCH. I
8o I EL +0' -0" 4 THICK CONCRETE SLAB -ON- GROUND REINF. W I T I THE MODIFIED PROCTOR DENSITY TEST IN DWGS.
3 6 X 6 - W1.4 x W1.4 W.W.F. AT MID -DEPTH 0& I I I I ACCORDANCE WITH ASTM -D 1556 AND ASTM -D -1557
;o I 6 MIL VAPOR BARRIER ON SUPERVISED COMPACTED FILL.1 I I SOIL COMPACTION SHALL BE SUPERVISED BY
' I FILL SHALL BE COMPACTED TO 95% OF C~ L - - - - J N FLORIDA REGISTERED GEOTECHNICAL ENGINEER. I I I 1 6
~ ■ FC THE MODIFIED PROCTOR DENSITY TEST IN 3
A ® 48 O.0 ZONE 4 ACCORDANCE WITH ASTM -D 1556 AND ASTM -D -1557 16'-4' I FC J L
TYP. U.O.N + 57.6 PSF SOIL COMPACTION SHALL BE SUPERVISED BY iv I A SLOPE DN.
- 63.3 PSF FLORIDA REGISTERED GEOTECHNICAL ENGINEER. 11 I I (SEE ARCH. DWGS)
■ ZONE 4 15 ( A Zr 51.6 PSF wDw -6 - - _ _ F5.0 _ _ _ F5.0 r5-� ■ L EL. BEEF CH.
I I ± 55.9 PSF - - - F5.0 - � ENCASE COLUMN I wGg, L J
WF -24
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8" X 8" DEEP RAKED ONC. CAP ,,, T I ■
W/ 2 #5 CONT. -� - - - = 1 ZONE 4 B B
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L v-vr - - Z - - - + 51.6 PSF I I AT GARAGE J L r
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6 W -24 ONE 4 -
12 X 12' X 8" DE JP CONC. CAP + 5ON PSF F3.OT
W/ 3 4 BOTH WAYS
® MID -DEPTH - 55.9 PSF
5' -11' 5' -11' 2' -7 1/2' 2' -8 1/2' 5' -0 5' -0' 6' -3' 6' -11' 4' -6' 8' -9 1/2' 2' -7' 5' -9' - 5' -9'
11' -10' 5' 4' 10' -0'
W %N3 )41 CONT.B& D #4 0 1122 SHORT BARS
0 MID -DEPTH
NOTES: ZONE 4
1. TERMITE TREATMENT OF SOILS UNDER SLAB ON L + 51.6 PSF
GRADE SHALL BE PERFORMED BEFORE POURING SLAB. - 55.9 PSF
2. GC TO VERIFY ALL DOORS AND WINDOW OPENINGS DIMENSIONS PRIOR
TO START ERECTION OF CONC. BLOCK AND THE POURING OF THE CONC. SLAB,
W/ MANUF. AND METRO DADE PRODUCT CONTROL REQUIREMENTS.
13' -2' 15' -10' 21' -4'
77' -6'
ZONE 4
+47. PSF
- 52.5 5 PSF P ❑UNDATI ❑N / GROUND FLOOR PLAN
SCALE : 1/4" = 1' -0"
IGNACIO J. CALVO P.E.
STRUCTURAL ENGINEER
FLORIDA CERTIFICATE NO. 56755
1800 SW 27 Ave. # 401
Mlaml, Florida 33145
Ph, (305) 648 -9008
Faxi(305) 648 -9128
E -MAILt i,jcpeebellsouth.net
ZONE 5
+ 51.6 PSF
- 69.1 PSF
ZONE 4
+ 51.6 PSF
- 55.9 PSF
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X�l =LOw
WALL -
8" X 8" DEEP RAKED CONC. CAP
W/ 2 #4 CONT. & #4 0 12"
SHORT BARS
ZONE 4
+ 45.9 PSF
- 50.3 PSF
ZONE 5
+ 45.9 PSF
- 58.6 PSF
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Duym MA
JOB 2005
DATE 15/08/05
SHEET:
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Duym MA
JOB 2005
DATE 15/08/05
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