04-52-041t✓ AT SIMILAR SECTION
o� ELEV: + 28' -e" 5 JCHAS & ASSOCIATES, PA
sloes ELEV: + 28' -6 "-
T. O. PARAPET
ARCHITECTURE PLANNING INTERIORS
8 "x8" GONG. CAP 4V T. O. PARAPET
W/ 2 05 CONT. 4361 S.W. 11 TH STREET
PROVIDE CORNER
Miami, Florida 33146
BARS. (TYPICAL)
- •—�'-b" EL. +3' -6" TEL: NWATERPROOFG FAX: (305) 447 1501
JACHASTANET @aol.com MEMBRANE «3 0 ib TOP FILL THE 1St GEL 05 e 32 IN T.O.S.
b" HOLLOW GORE SLAB FILLED W/ GROUT CONT. W/ GHROUT > WATERPROOFING 01 0
BY PRECAST MANUF. _ - 2 TOPPING OVER
- cv (TYPICAL) SEE NOTE 3 A R 0 0 1 2 6 1 1
cv � � _ Ak ELEV: + 25' -6" �`► CIA ELEV: + 25'-6"
TOP OF SLAB ON 8-2 TOP OF
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RTB -1 OR EXTEND WIRE RTB -1 — -
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5" INTO TIE BM. (TYP-) N �4 BRILL RODRIGUEZ SALAS
18 -3
LINE OF TIE BM. LINE OF TIE BM. * (15-6 FOR SIM. 8. ASSOCIATES. INC_
BEYOND BEYOND SECT) Lro" CONCRETE SLAB C.A. No. 00000502
EI , +11_2 9360 S.W. 72 ST. SUITE 26Z
J•• L AT PLAN. SECTION. SEE MIAMI, FLORIMA 33173
DROP TIE BEAM AT PLAN. PHONE: 305- 273 -4204
FAX: 305- 273 -6575
EQ. DROP TIE BEAM AT OPENING AND ADD 4" 8��
OPENING AND ADD 4 05 4 «3 TIES * 12" OWNERS
COL. BEYOND---- -
2 05 4 03 TIES 0 12"
PALMS OF SUNSET J.V.
�4 8 "x8" GONG. CAP SECTION 6
5835 mi, Florida 33126 Drive, Suite 200
' W 2 05 CONT. EXTEND I F 786.275.8474
� INTO WALL (TYP.) T 786.275.84
iiz• = 1� -0• �-4
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• ' � B "x8" GONG. CAP
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BY PRECAST MANUF. `" = TYP. U.O.N. -
c � 28 -3 � � BY PRECAST MANUF.
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2TB -2 N-2 05 CONT. GROUT. WATERPROOFING O
04 0 40" (AT EACH 3"5T.4B. CONT. _ — MEMBRANE
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ROLL 2B 1 4 12
MESH AND NOOK w IV
I" SL. DN. U LINE OF 2TB -2 � 5" INTO TIE BM. (TYP.) LINE OF TIE BM. Q
5" BEARING "5 0 32 - f— _ `— BEYON0. DROP T.B. > , + 11
DOWELS. AT DOOR OPENING BEYOND
ADD 4 "5 t +'3 LIES BEYOND I _ ELEV- 0
+� 12" DROP TIE BEAM AT
LOW POINT
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OPENING P5 i «3 TES g DD ' (VARIES FOR
ADD 21-011 _ 000000
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EQ.
2 05 CONT. •
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SEE ARCH. FOR = V )
SLAB LOCATION. 3 w
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�'5 0 32" O.G. IN dp z p CELLS W/ LMJ
CELLS FILLED W/
GROUT. _ 1' -0• S -4 O V M
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MEMBRANE
ARCH. DWGS. 6" CONC. STAIR ON GONER B VIDE Z W co
WELL COMPACTED FILL
4' TO 2' SECOND. CCWC TOFF REINF. W/ 04 0 I6" O.C. SEE HOLLOW CORE SL ELEV: + -i' -0" Q
OVER WATER PROOFING EACH WAY (TYPICAL) DETAIL A /8-2 FOR = �_
MEMBRANE SEE NOTE 2 1/2" «3 0 12" TOT= +'3 0 16" TOP SEE ARCH. FOR LAYOUT. ADDITIONAL REINF. O
ON 5-2. - ( SL. N. x4' -0" S E ARCH. 3'-4" O � O
N I
�0 ADD "3010" E.W.T. I ELEV: + 3' -6" `4 `� ELEV: + 3' -6" - C 0 32" O.G. IN
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BOT OF 8" N.G. � aD `r 2 •4 GOVT. W Q N � nn
SLAB - N w N I INTO 32"
ONG. WALLS u. LO
18 -1 = EL. +I' -2" d) VAPOR
T.O. qV BEAM BARRIER ■---x BELOW. (TYPICAL) O
-x
4" 8" G.G. KEEP THESE BEAMS SHORED EQ,IIII�IIIIIIII (III - (III III 6- IIII�IIIIIIII�IIII �_ _
_ • • :
G.G. KEEP THIS BEAMS SHORED
REACHED DAYS STRENGTH. N — — — — — — — —
UNTIL 28 -1 ABOVE HAS REACHED
14 DAYS OLD. w " _ 2 65 CON T.
8 GONG. WALL W/ 0
W_
> 0 COLUMN BEYOND —� « ENTERED. WAY 3 1/2" BEARING
PROTECTION BOARD 2 4 TYPICAL DOUBLE LAYER OF
OVER PRE APPLIED ALL AROUND WATERPROOFING (TYPICAL)
WATERPROOFING BENTONITE MEMBRANE ALL
SHEET MEMBRANE AS AROUND. TYPICAL
nil
PER VOLCLAY MANUF.
RE�GOMENDATIONS. SEE
SECTION
8
EL. - 5' -41i 1/2• = V -0' �-4
I «4 CONT.
I "x3" CONT. KEY W/ VOLCLAY (TYP.)
ELEV: -5' -8" BENTONITE STRIP WATERSTOP
SYSTEM. RxIOIT (BY ETGO MANUF) SL. ON.
S� L ON. 3/4 SL ply
ELEV: VARIES 11 ` TOP OF NT6"
• BASEME
TOP OF SLAB HIGH POINT
ELEV: -1' -2" ELEV: -7' -2"
— f _ _ _ _ BOt OF SLAB 607 OF SLAB 1 "x3" CONT. KEY W/ VOLCLAY
PROTECTION BOARD OVER PRE APPLIED
SYSTEM. STRIPY CETCO M
SYSTEM. Rx1017 (BY GETGO MANUF)
«306 "TOP
WATERPROOFING BENTONITE SHEET MEMBRANE AS
PER VOLCLAY MANUF. RECOMENDATIONS. SEE
SECTION ARC ". (TYPICAL) 1 SECTION 2
EXTEND WIRE
SECTION 3 SECTION 4 MESH INTO SLAB
1/2• - V -0' S' -4, 1/2' = 1' -0' S -4 = 28 -3
1iz• = 1 - -0• S -q, ii2• = 1 - -0• S -4 N N
.� T.O. SLAB
C ,9 000000000000000 0000000000 '0
15 8 "x8" CONC. GAP W/
2 +'S CONT. PROVIDE FILL I" GAP W/ _
CORNER BARS. SECONDARY 2TB_4 FIRE RESISTANT 2T5-2 } LINE OF 2T5-2
WATERPROOFING TOPPING OVER � MATERIAL. (TYP. I— BEYOND. DROP T.B.
ELEV: + c3 -4 MEMBRANE SEE WATERPROOF ALL AROUND.)
' NOTE 2 ON S -2 SEE NOTE 3 At POOR OPENING DATE
SEE ARCH. FOR DIMENSIONS I ON 5_2 OADD 4 05 t +'3 TIES 12 -17 -03
AND ELEVATIONS.
0 1St FL. TOP OF SL. - x
+'5 32 O.G. IN EL: + 3' -6" +5 0 32" O.C. IN 03012" T. x — x x x x x X_
REVISIONS:
CELLS FILLED W/ = CELLS FILLED W/ x — x
GROUT.
GROUT. — x x — I �• 4
1:12 MAX —x • i BLDG. DEPARTMENT 03 -09 -0
0 «3 0 12" T. x 6' -0" d) LANDING U 03012" T. —x� x
x� x TE7" GONG. SLAB
WATERPROOFING LLl TOP OF SLAB C" —x —x� x x t «3610 "� E.W. TOP
'n MEMBRANE SEE EL: 4-1'-1 x x ,r o
NOTE 2 ON 6-2 �,
4 U FOR BARRIER
FILL THE 1St CELL
w WATEOF°INCsR GTO1l'PIGaLj "ROUT GRADE 04
SEE NOTE 3 EL. VARIES , •Z.�.
aC 0 P Ft,,( CyT Nf D
ON 6-2 • ;,
ELEV: + 3' -6° �., TOP OF SLAB I 03 060•• .k`
TOP OF SLAB
EL. VARIES Lill _= •`Y
TOP OF BEAM = _ EL. +3' -5 1/2" N.P.
N ' • _ EL. +3' -0 1/2" L.P. �i_0ii D RA W N B
eo III 8" CONC. WALL W/
• �'S 0 12" EA. WAY I A.J.
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• CENTERED. «3 s 10" EA. WAY
tOP ADDITIONAL. WATERPROOF
SEE CHECKED 6 Y
1B -2
r---s . * EL. +1' -2" PROTECTION BOARD U =� NOTE 2 S- 1/211 A.S.
OVER PRE APPLIED ` „ C N
B.O. BM. N WATERPROOFING BENTONITE a- I 0 4 —
d) Q Z 4 8 w 8" BLOCK WALL W/ SWEET MEMBRANE AS III N EL. + 3' -6" EL. + 3' -6"
w F 0% PER VOLCLAY MANUF. T.O. SLAB . • • ::: x " . T.O. SLAB SCALE:
\nom COL. BEYOND } WITH CsROUTILLED x— x�, I'll —x —.. .0000000000
} REGOMENpATIONS. SEE
- - - - ARCH. III .• AS SHOWN
NOTE: 1 -
TOP OF FTG. \n c0 tt SHEET N o.
18 -3 = N
* KEEP THIS BEAMS SHORED ELEV: -6' -3" ELEV: --I' -2" OR "
UNTIL SLAB ABOVE HAS - 18 -6 EL. +1 -2
REACHED 14 DAYS STRENGTH. �\ CONC. FTG. BOT OF SL T.O. BEAM
SEE PLAN
. 4" 8" COLUMN BEYOND
SECTION 5 SECTION 9
SECTION 10 •
1/2• = V -0' S -4 1/2' = 1' -00 S' -4, 1/2• = Y -0' �74 OF 7