10-327R-0143'"0 PVC SLEEVE THRU
SLAB AT VERTICAL WALL
REINFORCING
2" (MAX.)
CONG. FLOOR SLA5
E L
1 11 FILL W/ NIGH STRENGTH
NON - SHRINK GROUT
(MASTERFLOW 928 OR
EQUAL)
8" INFILL REINFORCED
MASONRY WALL
TYPICAL DETAIL AT INTERIOR
NON - BEARING CMU WALLS
D E T A I L
51.1 SCALE: 3/411 = 11_011
ELF +15' -6"
a 1500 PSI GONG,
PILASTER TO 5E
CHIPPED OUT FOR
FUTURE COLUMN
CONTINUATION. SAVE
REBARS FOR SPLICE
FUTURE CONC. SLA5
EL. +12' - G"
d
4. Q d d
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4
e d 4'.
der d d 4
CONCRETE SLA5 4
SEE PLAN d° d
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4
CONCRETE 5EAM
REINF. NOT SHOWN d4 81" CONC. LEDGE
FOR CLARITY 4
d a d
Q
CONCRETE COLUMN
SEE PLAN AND a
SCHEDULE
d
G D E T A I L
51.1 SCALE: 3/411 = 11_011
EXISTING CONC. BEAM
L811x8"xi2" CONT.
�_'SCALE:
W/ Novo X V' LONG
tr�
HEADED STUDS 10 24 "c /r,
WELDED TO ANGLE
I I
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CONF6, PLAN
NOT SHOWN FOR CLARITY
EL. +12'_ro"I
DRILL 3/4110 x 511
2'
'/s "
CONT. NEOPRENE PAD
S' "x8"x1iz" CONT.
DEEP HOLE IN
W/ Ilq t" STIFFENERS -924 "c /c.
I
Sig "O HILTI KWIK BOLT (1II)
SPACED 9 1811c /c., EM5ED
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DEPTH= 4" INTO CONC,
K`,� D ET AIL
CONC. BEAM. FOR SIZE SE
81.1 SCALE: 3/411 = 1' -011
3'"0 PVC SLEEVE THRU
SLAB AT VERTICAL WALL
REINFORCING
2" (MAX.)
CONG. FLOOR SLA5
E L
1 11 FILL W/ NIGH STRENGTH
NON - SHRINK GROUT
(MASTERFLOW 928 OR
EQUAL)
8" INFILL REINFORCED
MASONRY WALL
TYPICAL DETAIL AT INTERIOR
NON - BEARING CMU WALLS
D E T A I L
51.1 SCALE: 3/411 = 11_011
ELF +15' -6"
a 1500 PSI GONG,
PILASTER TO 5E
CHIPPED OUT FOR
FUTURE COLUMN
CONTINUATION. SAVE
REBARS FOR SPLICE
FUTURE CONC. SLA5
EL. +12' - G"
d
4. Q d d
Qd_ Q
° a 4
4
e d 4'.
der d d 4
CONCRETE SLA5 4
SEE PLAN d° d
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4
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REINF. NOT SHOWN d4 81" CONC. LEDGE
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d a d
Q
CONCRETE COLUMN
SEE PLAN AND a
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d
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51.1 SCALE: 3/411 = 11_011
EL +1 -ro
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EL. +12'
4
4 'd
Q d d
CONCRETE SLA5
SEE PLAN
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5EYOND FOR FUTURE
COLUMN
r--FUTURE CONC. SLA5
d
a
�_'SCALE:
tr�
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SLAB
DRILL 3/4110 x 511
,
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"no
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AND W/
I I
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PLAN AND REINFORCED
x 30" LONG
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ti'
AND FILL Wl
@
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1
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ca
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II
I
I
TYPICAL DETAIL AT EXTERIOR
NON - SEARING CMU WALL'
DETAIL
51.1 N.T.S.
512
REF. SHEET: 5307 (R.F.I. 1120)
i i
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4
4 'd
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5EYOND FOR FUTURE
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r--FUTURE CONC. SLA5
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04,08" AD IT. -
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-102 PS
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51.1 7 RTZ.
2
EXISTING CONC. 5LOCK
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I i
6
\___L5 "x5 "x3/8" CONT.
W/ rig "O HILTI KWIK 5OLT (111)
SPACED is 18 "c/c., EM5ED
DEPTH= 4" INTO 5LOCK
FILL CELLS SOLID WITH
CONCRETE AT BOLT
LOCATION
D E T A I L
51.1 SCALE:: 3/411 = 1 1-011
A
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Architecture Engineering Planning
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6
\___L5 "x5 "x3/8" CONT.
W/ rig "O HILTI KWIK 5OLT (111)
SPACED is 18 "c/c., EM5ED
DEPTH= 4" INTO 5LOCK
FILL CELLS SOLID WITH
CONCRETE AT BOLT
LOCATION
D E T A I L
51.1 SCALE:: 3/411 = 1 1-011
A
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f o ` BERMELLO AJAMIL & PARTNERS, INC.
Architecture Engineering Planning
4
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ROOF PLAN NOTES: SL/
I.- TOP OF SLA5 ELEVATION = +12' -6"
TYPICAL UNLESS OTHERWISE NOTED
AS THUS �O. SLA5
2.- SLA5 NOTE: 8" OR II" CONCRETE SLAB
REINFORCED AS SHOWN ON PLAN.
3.- COORDINATE ALL SLA5 OPENINGS
AND DEPRESSIONS WITH ARCHITECTURAL
AND MECHANICAL DRAWINGS.
4: FOR GENERAL STRUCTURAL NOTES
SEE SHEET 513.
5: FOR SCHEDULES SEE SHEET 513.
6: STEEL ANGLE DENOTES L8'"x8 "x1/2"
REFER TO DETAIL A/51.1, TYPICAL
I FOR ROOFING PRESSURE TABLE
SEE SHEET 513
E Int0rior- Des'.gn Landscape Architecture
2�J1 mouth- Baysh ore Drive 10th Floor
Miami, Florida 33133
4" CONC. SLAB (305) 859 -2050 Fax (305) 860 -3700
SEE NOTE 2
PLANNING ARCHITECT:
}:'>
o -° o , _ W I LMOT SANZ
A R C HI T E C T U R E
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P L A N N I N G
o
X O 98310 Mantgamery V11age Avenue
Gaithersburg, Marytand 20879
301- 590 -2900 (Fax} 301- 590 -8150
- - - STRUCTURAL ENGINEER: Rr�Sg �p
-IP 8i5NSUt_'tiN%INEWaINOEpE��Ap�'
z I ❑RAMON R DONNEII ..I-/ iucl`JR
OPEDRO d DUOLESNc P.E. 0022761
DADA hLALBAISA P&. 4P
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TAM °F aa M oA - AUTHOWATI ■% 200
cou-a LLI MEP ENGINEER:
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2121 Ponce de Leon Blvd., Suite 350
Coral Gables F
L 33134
Rnresar,d c«autFg fngrm2rs phone: 305.569.1692
lox 305.569.1693
Dallas . Houston Nashville . Miami . Richmond
Austin - Denver . Phoenix . Washington D.C.
ccrd project number. 405112.038
EBOOM7658
IT CONSULTANT:
:. GENE BURTON & ASSOCIATES
<::: ? z`I:' 1893 General George Patron prive 5840 Went 1 -20, Soho 150
Fran1Iin,Tmnessu37067 Ariingtonj "n76017
Ph—: 6153763100 Ph— 817.563.2486
F- 6153763114 r— :817.5632753
Wd,wte: -gbaimxm
Afedical Equipment and CammunkatianrPlannrn
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REVISIONS:
03-16-1 ADDENDUM 1
4
04--L4-10 MOTf 0A0G
E s 06 -22 -10 CLIENT REQUEST
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PARTIAL FOUNDATION IT I '� r�. x
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A-�M GROUM FLOOR PLAN STRUCTURAL I
SCALE: 1/8" = 1'
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1.- TOP OF SLAB ELEVATION = 0' -0" 5. FOR SCHEDULES SEA SHEET 51
TYPICAL UNLESS OTHERWISE NOTED AS (o.- FOR PILECAP D WL- ",EE;---__
THUS r=L SHEET 513,
T.O. DENOTES 8" 5LOCK WALL COMM. NO. 40057.100
TOP OF PILECAP ELEVATION C-21-011 SEE PLAN AND SCHEDULES FOR SCALE: -
TYPICAL UNLESS OTHERWISE NOTED REINFORCING.
AS THUS DATE: 04-14 -2010
8.- T.E. DENOTES AN 8" x 12" DEEP DRAWN: DDA
2.- SLA5 NOTE: 4" CONCRETE SLA5 THICKENED CONCRETE SLA5 CHECKED: aH
ON VAPOR ]BARRIER OVER EDGE REINF'D WITH 2 -"5 50TTOM CADD FILE: MINSTITUTIONAL
CONTINUOUS, TYPICAL AT ALL
COMPACTED FILL, REINFORCED DISCONTINUOUS SLA5 EDGES. DRAWING TITLE:
W /6x6 -W2.1 x 1.112.1 W.WF., TYPICAL. 13. C.J. DENOTES CONTROL JOINT, EMERGENCY DEPT.
3: COORDINATE ALL SLA5 SLOPES AND SEE DETAIL A1512 ENTRANCE
DEPRESSIONS WITH ARCHITECTURAL 10. FOR WINDOW -DOOR WIND PRESSURE
DRAWINGS TABLE, SEE SHEET 513
SHEET Na.
4: FOR GENERAL STRUCTURAL
NOTES SEE SHEET 513. S1 M1
PROJECT NAME:
SOUTII MIAMI HOSPITAL SITE
PREPARATION PACKAGE
PROJECT ADDRESS:
7400 S.W. 62nd Ave.
Q A, Al: 1.1.. «.7.. 22r Al