13-781R-017E
I
C
I 3/32" =1' -0"
2 3
LDBI
rd
5
(C.91 rBk1_11tTY F [F.4] G H
Yi
Wt:61 tLtVAI IUN - 61 UUL;U Ktl'AIKS
3/32" =1' -0"
SOUTH ELEVATION - STUCCO REPAIR
3/32" =1'-0"
0
R00
811- 6"
:NTH FLOOR
70' - 00" v
�IXTH FLOOR �
581- 66" V
IFTH FLOOR
471-011 -V
JRTH FLOOR �
351- 66" V
HIRD FLOOR
241-011
7
ELEVATION NOTES - STUCCO REPAIR
1. ALL ELEVATIONS TO RECEIVE STUCCO REPAIR BASED ON SPECIFICATION SECTION
092200.
2. CONTRACTOR TO USE METHODS NOTED IN 1.1 WORK SUMMARY OF SPECIFICATION
SECTION 092200 FOR IDENTIFICATION OF DEFECTIVE OR UNSOUND STUCCO SURFACES
REQUIRING REHABILITATION.
3. SEE SPECIFICATION SECTION 099720 FOR BHSF STANDARD STUCCO, CONCRETE AND
MASONRY COATING INFORMATION.
4. ALL EXTERIOR SURFACES AS INDICATED ON KEY PLANS TO RECEIVE 10 MIL THICKNESS
OF BASH THOROCOAT PER SPECIFICATIONS.
5. SEE SHEET A211 FOR WINDOW DETAILS.
6. REMOVE EXISTING STUCCO /FINISH FROM SUBSTRATE AT ALL EXISTING WINDOW
ATTACHMENTS. PREPARE SUBSTRATE FOR THOROSEAL PLASTER MIX AND 5MIL
THOROCOAT FINISH PRIOR TO WINDOW INSTALLATION.
7. WINDOW WORK WILL COORDINATE WITH THE PHASE OF EACH FLOOR WHILE STUCCO
REPAIR WORK CAN PROCEED VERTICALLY ACROSS BUILDING FACADE INDEPENT OF
PHASE.
8. FINAL 10 MIL THOROCOAT FINISH WILL BE APPLIED DURING PHASE 4 OF THE WORK.
ELEVATION LEGEND - STUCCO REPAIR
PARAPET CONDITION; REFER TO DETAIL B1 /A212
INFILL EXISTING WINDOW OPENING WITH CCONCRETE TO ACCOMODATE
NEW LOUVER; 3/4" STUCCO WITH THOROCOAT FINISH COAT; SEE DETAIL
A4/A623 AND 13/S -4
TYPICAL CRACK LOCATION ALONG JOINT WHERE ROOF MEETS PARAPET
DETERMINE IF CORNERS HAVE ANY DELAMINATION DUE TO OLD OR NON-
EXISTENT CORNER BEADS AND REPAIR PER SPECIFICATION SECTION
092200
_ _;t +_; PROVIDE NEW STUCCO AND THOROCOAT FINISH AROUND WINDOWS
t' WHERE CRACKS NEED REPAIR, INSIDE WINDOW SILL, JAMB AND HEAD
AND AT REMOVED HURRICANE SHUTTER HOUSING
KEYNOTES - STUCCO REPAIR
Al APPLY COATING TO ALL EXISTING STUCCO AND CONCRETE SURFACE WITHIN
THE PROJECT AREA
OAPPLY COATING TO ALL EXISTING STUCCO AND CONCRETE SURFACE WITHIN
ROOF PERIMETER AND INTERIOR FACE OF PARAPET WALL
A3 INFILL OF EXISTING LOUVERS AT PENTHOUSE WITH NEW STUCCO OVER CMU;
APPLY THOROCOAT AS INDICATED FOR PROJECT AREA; SEE DETAILS 3 /S -4
AND D1/A181
A4 NEW WINDOWS IN EXISTING OPENING; SEE SHEET A211 FOR DETAILS
A5 EXISTING WINDOWS TO REMAIN; EXISTING HURRICANE SHUTTERS TO REMAIN
INTERIOR MODIFICATIONS ONLY
(ANY EXTERIOR MODIFICATION MAY REQUIRE
A BOARD APPEARANCE)
ROOF�1
ITH FLOOR
7F-_0"
0"
;TH FLOOR
58' - -6" v
�TH FLOOR
47'7' -0" v
;TH FLOOR �
351- 66" V
RD FLOOR
24F-_0 F v ,
A.R--RAY
I " I
arc h i tec is
ARRAY- AkcHI'i' (fs WM,
6800 Broken Sound Pkwy NW, Ste 125
Boca Raton, FL. 33487
o: 561 - 995 -1700
f: 561 - 995 -1701
SEAL: firm license # AA26000880
4- -
XXI
Mark D. Taudien rf : AR00 '821
----------------------------------------------------- - ----- --------------- - - --
CONSULTANTS: '
STRUCTURAL ENGINEER
O'Donnell, Naccarato,
Mignogna & Jackson
321 15th St., Suite 200
West Palm Beach, Florida
33401, USA
Phone: 561.835.9994
Fax: 561.835.8255
MEP ENGINEER
Smith, Seckman & Reid, Inc.
600 West Hillsboro Blvd, Suite 300
Deerfield Beach, FL 33441
Phone: 954.421.1260
Fax: 954.421.1466
---------------------------------------------------------------------------------
OWNER:
BAPTIST HEALTH SOUTH
FLORIDA
HOSPITAL:
SOUTH MIAMI HOSPITAL
PROJECT:
PAVILION RENOVATIONS
FLOORS 4 -7
6200 Southwest 73rd Street
South Miami, FL 33143
2
Bulletin #131 -04
04 -23 -14
1
Bulletin #81 -03
02 -07 -14
N0,
DESCRIPTION
DATE
REVISIONS /ISSUES
lxx�
L _ A4
_- I I
IT
LE I I
A4 A4
A4 A4
— — I — —
A5
SEVI
IR\Al
I
'
—
—
FO
f
Wt:61 tLtVAI IUN - 61 UUL;U Ktl'AIKS
3/32" =1' -0"
SOUTH ELEVATION - STUCCO REPAIR
3/32" =1'-0"
0
R00
811- 6"
:NTH FLOOR
70' - 00" v
�IXTH FLOOR �
581- 66" V
IFTH FLOOR
471-011 -V
JRTH FLOOR �
351- 66" V
HIRD FLOOR
241-011
7
ELEVATION NOTES - STUCCO REPAIR
1. ALL ELEVATIONS TO RECEIVE STUCCO REPAIR BASED ON SPECIFICATION SECTION
092200.
2. CONTRACTOR TO USE METHODS NOTED IN 1.1 WORK SUMMARY OF SPECIFICATION
SECTION 092200 FOR IDENTIFICATION OF DEFECTIVE OR UNSOUND STUCCO SURFACES
REQUIRING REHABILITATION.
3. SEE SPECIFICATION SECTION 099720 FOR BHSF STANDARD STUCCO, CONCRETE AND
MASONRY COATING INFORMATION.
4. ALL EXTERIOR SURFACES AS INDICATED ON KEY PLANS TO RECEIVE 10 MIL THICKNESS
OF BASH THOROCOAT PER SPECIFICATIONS.
5. SEE SHEET A211 FOR WINDOW DETAILS.
6. REMOVE EXISTING STUCCO /FINISH FROM SUBSTRATE AT ALL EXISTING WINDOW
ATTACHMENTS. PREPARE SUBSTRATE FOR THOROSEAL PLASTER MIX AND 5MIL
THOROCOAT FINISH PRIOR TO WINDOW INSTALLATION.
7. WINDOW WORK WILL COORDINATE WITH THE PHASE OF EACH FLOOR WHILE STUCCO
REPAIR WORK CAN PROCEED VERTICALLY ACROSS BUILDING FACADE INDEPENT OF
PHASE.
8. FINAL 10 MIL THOROCOAT FINISH WILL BE APPLIED DURING PHASE 4 OF THE WORK.
ELEVATION LEGEND - STUCCO REPAIR
PARAPET CONDITION; REFER TO DETAIL B1 /A212
INFILL EXISTING WINDOW OPENING WITH CCONCRETE TO ACCOMODATE
NEW LOUVER; 3/4" STUCCO WITH THOROCOAT FINISH COAT; SEE DETAIL
A4/A623 AND 13/S -4
TYPICAL CRACK LOCATION ALONG JOINT WHERE ROOF MEETS PARAPET
DETERMINE IF CORNERS HAVE ANY DELAMINATION DUE TO OLD OR NON-
EXISTENT CORNER BEADS AND REPAIR PER SPECIFICATION SECTION
092200
_ _;t +_; PROVIDE NEW STUCCO AND THOROCOAT FINISH AROUND WINDOWS
t' WHERE CRACKS NEED REPAIR, INSIDE WINDOW SILL, JAMB AND HEAD
AND AT REMOVED HURRICANE SHUTTER HOUSING
KEYNOTES - STUCCO REPAIR
Al APPLY COATING TO ALL EXISTING STUCCO AND CONCRETE SURFACE WITHIN
THE PROJECT AREA
OAPPLY COATING TO ALL EXISTING STUCCO AND CONCRETE SURFACE WITHIN
ROOF PERIMETER AND INTERIOR FACE OF PARAPET WALL
A3 INFILL OF EXISTING LOUVERS AT PENTHOUSE WITH NEW STUCCO OVER CMU;
APPLY THOROCOAT AS INDICATED FOR PROJECT AREA; SEE DETAILS 3 /S -4
AND D1/A181
A4 NEW WINDOWS IN EXISTING OPENING; SEE SHEET A211 FOR DETAILS
A5 EXISTING WINDOWS TO REMAIN; EXISTING HURRICANE SHUTTERS TO REMAIN
INTERIOR MODIFICATIONS ONLY
(ANY EXTERIOR MODIFICATION MAY REQUIRE
A BOARD APPEARANCE)
ROOF�1
ITH FLOOR
7F-_0"
0"
;TH FLOOR
58' - -6" v
�TH FLOOR
47'7' -0" v
;TH FLOOR �
351- 66" V
RD FLOOR
24F-_0 F v ,
A.R--RAY
I " I
arc h i tec is
ARRAY- AkcHI'i' (fs WM,
6800 Broken Sound Pkwy NW, Ste 125
Boca Raton, FL. 33487
o: 561 - 995 -1700
f: 561 - 995 -1701
SEAL: firm license # AA26000880
4- -
XXI
Mark D. Taudien rf : AR00 '821
----------------------------------------------------- - ----- --------------- - - --
CONSULTANTS: '
STRUCTURAL ENGINEER
O'Donnell, Naccarato,
Mignogna & Jackson
321 15th St., Suite 200
West Palm Beach, Florida
33401, USA
Phone: 561.835.9994
Fax: 561.835.8255
MEP ENGINEER
Smith, Seckman & Reid, Inc.
600 West Hillsboro Blvd, Suite 300
Deerfield Beach, FL 33441
Phone: 954.421.1260
Fax: 954.421.1466
---------------------------------------------------------------------------------
OWNER:
BAPTIST HEALTH SOUTH
FLORIDA
HOSPITAL:
SOUTH MIAMI HOSPITAL
PROJECT:
PAVILION RENOVATIONS
FLOORS 4 -7
6200 Southwest 73rd Street
South Miami, FL 33143
2
Bulletin #131 -04
04 -23 -14
1
Bulletin #81 -03
02 -07 -14
N0,
DESCRIPTION
DATE
REVISIONS /ISSUES
---------------------------------------------------------------------------------
SHEET TITLE:
EXTERIOR
ELEVATIONS -
STUCCO REPAIRS
---------------------------------------------------------------------------------
DRAWN: KM CHECKED:JG
CON /REF No. AHCA 23/100154 -191
PROJECT No. 3593
DATE: 01/10/14 SCALE: As indicated
iH ET NO.
A213
This document is a copyright protected instrument of service, propel
of Array Architects and licensed for use in the title project only.
Reproduction or use of this document without written permission of
Array Architects is illegal and will be prosecuted under the law.
(K) COPYRIGHT - 2013 ARRAY - ARCHITECTS, INC.