10-317-011SWIMMING POOL DESIGN AND ENGINEERING
ARE NOT WITHIN THE SCOPE OF THESE
ENGINEERING DRAWINGS.
77' -6'
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12
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TE I I - -TE - I I TE - I N
ENCASE STEEL COLUMN - _ 4C _ - 4C 4
IN ONC. BELOW GRADE TY .
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f- - F5.0 F5.0 + 51.6 PSF --- -- - --
i" I FC @ 48 O.0 I Cy F_/ - - WF -16
TYP. U.O.N i - 55.9 PSF
FC @ 40" O.0 I 1 F ■ 'cam + 51.6NPSF
I N j TYP. U.O.N I I S I I -
.0 --5.0 ' l_ _ _ - -.,l I 69.1 PSF
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■■ I Ecl ■ I
@ 4 "O.0 FC I I
` ZONE 4
qC I TYP. U.O.N
+ 47.6 PSF I
- 52.5 PSF TC I EL. +0' -0" 15' -1� ° `° �■'
D-
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rp" ZONE 4
ENCASE COLUMN P
■
L _ _ 4� - - I IN CONCRETE I . ■ + 51.6 SF
FC •I Lr _
BELOW GROUND TYP. FC I ■ i - 55.9 PSF
- - �- I 14 -4 WF -16 I ST i I 4:-
■- ■■ 14 I 2
-- - - _ C -€5. S -6 r L -- __J F5.0 - -- I F FC FC
ZONE 5 `U ( ■ A 1 i b r - �1 ( r 1 ■ ��9✓- _ 4- _.WF -94 - - - - _.... ad
+ 51.6 PSF �' I 0 .� 1 1 ENCASE Ct7LUMN I TC I WF -16 ■ - - ■ ■
- `'' IN CONCRETE L _ _ _ .._ - ..- ..._ _ ...._.. „� _ ,_.. _.... _ _ �. _._. �...._ � ■ ■ ■ ■
+ 69.1 PSF F4.5 I I 1
1SEL W GROUND TYP. 1 ■ ■ ■ � ■ ■ ■ ■
■ 1 C_. I 1 I /C I ■ r----- - - - - -- FC - T FA - --� 3� - � � OW WALL
A 14,_4. I I A I I O 1 L 1 I r3.OT oa
11 10 - _ - - J w 1,_3,, 0 L, I _ 1 i co 18" X 8" DEEP RAKED CONC. CAP
I
1 r4�� 7 � I r 6" THICK CONCRETE SUB -ON- GROUND REINF. W W/ 2 �4 CONT, do �4 @ 12"
XASCOLUMN
RETE 6 X 6 -- W1.4 x W1.4 W.W.F. AT MID -DEPTH OVER i I SHORT BARS
BE TYP. FC ■ 6 MIL. VAPOR BARRIER ON SUPERVISED COMPACTED FILL
+ OF EL SEE ARCH. I I ZONE 4
" A I FILL SHALL BE COMPACTED TO 957 1 ( + 45.9 PSF
4 THICK CONCRETE SLAB -ON- GROUND REINF. W/ I THE MODIFIED PROCTOR DENSITY TEST IN DWG5.
EL. +0' -0" 6 X 6 - W1.4 x W1.4 W.W.F. AT MID -DEPTH OVEN 1 2T I I I ACCORDANCE WITH ASTM -D 1556 AND ASTM -D -1557 (I I - 50.3 PSF
3. 6 MIL. VAPOR BARRIER ON SUPERVISED COMPACTED FILL) I I SOIL COMPACTION SHALL BE SUPERVISED BY
FILL SHALL BE COMPACTED TO 95y OF J N FLORIDA REGISTERED GEOTECHNICAL ENGINEER. I 13
■ C; THE MODIFIED PROCTOR DENSITY TEST IN , -4, 3 11 I (TYP') F
FC 48 O.0 ZONE 4 ACCORDANCE WITH ASTM -D 1556 AND ASTM -D -1557 16'-4' -J
I A TYP. U.O.N + 57.6 PSF SOIL COMPACTION SHALL BE SUPERVISED BY cu I q SLOPE DN. _ F
FLORIDA REGISTERED GEOTECHNICAL ENGINEER. SEE ARCH. DWGS
i - 63.3 PSF (TYP.) I I ( ) A
■ I ZONE 4 156 F5.0 _ X5.0 p F4.5J ■ c,
+ 51.6 PSF "D" _ _ _ r 7 EL. SEA RCH.
- 55.9 PSF F5.0 D - ENCASE COLUMN ( I WGS. L I J
(FC I WF_24 TC 1 I ST IN CONCRETE I �3.5T
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ZONE 5
17 co M L _) ■ FC a `-' C■ D 1 - "' 1 I I 1 I I n, + 45.9 PSF
■ ■ ■ ■ J r ■ ■ �, I 58.6 PSF
S- 6 " WF -Z4 TC I ■ F 0 0. F
8 X 8 DEEP RAKED ONC. CAP L FC ( w _ - TC _ - - 1 ZONE 4 ( I a GA E J L
.N W/ 25 CONT. 3, -j �J - - - Z - - + 51.6 PSF I 2FC r
F WF -16
■ ■ cn _ �C v1 55.9 PSF I L_ _ - -WF- "' FC T -� T3
cn
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6 W -24 ONE 4 _ F3 OT
2t-6# 2 W-B '_3.1,_2, 1' -3" 12 X 1 " X 8" QE P CONC. CAP + 51.6 PSF
W/ 3 #4 BOTH WAYS
@ MID -DEPTH - 55.9 PSF
2' -7 1/2` 2' -8 1/2' 5' -0' 5' -0' 6' -3' 6' -il' 4' -6' 8' -9 1/2' - 2' -7' 5' -9' - 5' -9'
11' -10' 5' 4' 10' --0'
CONT 16" X 8" D EP RAKED CONC. CAP
W/ 3 4 CONT. do 4 @ 12 SHORT BARS
0 MID -DEPTH
NOTES: ZONE 4
ZONE 4 + 47.6 PSF
1. TERMITE TREATMENT OF SOILS UNDER SLAB ON + 51.6 PSF - 52.5 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'
FouNDAT1oN i GRouND F_ooR PORN
SCALE : 1 /4" 1 ' --0"
21' -4'
IGNACIO J. CALVO P.E.
STRUCTURAL ENGINEER
FL ❑RIDA CERTIFICATE NO. 56755
1800 SW 27 Ave, # 401
Miami, Florida 33145
Phi (305) 648 -9008
Fnxi(305) 648 -9128
E -MAID i jcpeftellsouth,net
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