09-384-001STING
J WALL.
TOOLED JOINT.
PAINTABLE
SILICONIZED
ACRYLIC SEALANT.
3 FIBER
RIP, TYP.
�0.
TEAM.
(9 )STUCCO .JOINT DETAIL
SCALE: 6' 1' -0'
EXISTING CMU WALL REINFORCEMENT. NEW STUCCO
WALL. REFER TO STRUCTURAL
F DRAWINGS
WALL PLAN DETAIL
8 SCALE: 1 -1/2' _ 1' -0'
+/- 43' -0" (V.I.F.)
EXISTING COLUMN.
EXISTING STUCCO TO
REMAIN.
EXISTING CMU WALL.
+/- 9' -4" (V.I.F.
COORDINATE WITH
ROOFING FLASHING, (TYP.)
TOP FLOOR „
ROOFING PARAPET. TOOLED JOINT TO ALIGN
REFER TO V" WITH EXISTING. VERIFY
�3
NOTE #7.
rIN FIELD, (TYP.)
777-
,f•��S]�o�Jut[�h1y�M�(iami' .� :•. '' • :' � ' • .. ,•;; ,
18T... HEALTH.J•
0
+ . .. •ti ;
LZ
o
... f o
• : •. :. �
�. r GOORIJINATE WI-TH.
ROOFING :FLASHIN.G; (TYP,)
FIRST'FLQpt OI
•RQbriNG PARA11. c0
�•_ -- c•- — — w
TOOLED DRIP EDGE
FIRST FLOOR NOT AT DOOR HEADER
IN CONTRACT. NEW 16 GA. STAINLESS
STEEL DOOR RAIN GUARD
\- FIRST Fl.00R NOT
IN CON ACT.
DOWEL RE -BAR INTO
EXISTING TIE BEAM, (TYP.).
SCARIFY EXISTING CONC.
BEAMS AND COLUMNS
PRIOR INSTALLING NEW
STUCCO, (TYP.).
EXISTING CMU WALL
TO BE REINFORCED.
FOR SIZE AND SPACING
OF NEW RE -BAR REFER
TO STRUCTURAL
DRAWINGS, (TYP.).
NEW STUCCO
TOOLED JOINT. REFFR TO
DETAIL 9/A -1, (TYP.).
DOWEL RE -BAR INTO
EXISTING TIE BEAM (TYP.).
TYP. STUCCO EXTERIOR
WALL DETAIL
% SCALE: 3/4' = 1' -0'
NEW 16 GA.
STAINLESS STEEL FULL BED OF
DOOR RAIN GUARD SILICONE SEALANT
N
N
N
1' -0'
DOOR AT UPPER ROOF LEVEL
STAIRWELL. COORDINATE WITH
DRIP EDGE ROOFING FLASHING.
12 RAIN GUARD SECTION VIEW
SCALE: 1' : 1' -0'
-w
+/- 18' -4" (V.I.F.)
Al
TOQLED •JOINT' Q 'ALIGN
`1MTH EXISTING; VERIFY".
I.
FIELD, (7YP.). f .
TOP 71Lh -FL L:
+66' -8"
TOP-15th F EL:
.. +54' -4"
TOP 5th FL. EL: ;d.
{ T +43' -10" I
+
' TOP 4th
+33' -4 "-
`. :.. .
TOP 3rd
+22T iO4
' FIR$,T, FL•OOR'' '
F�OOFING' PARAPET. '
TOP 2nd FL. EL:
+12' -4"
NEW 16 GA.
STAINLESS STEEL
DOOR RAIN GUARD
FLANGE ANCHORED
TO WALL WITH
STAINLESS STEEL
TAPCONS ® 6"
O.C. MAX.
NEW 16 GA_ - --
CONTINUOS SILICONE
SEALANT
DOOR AT FIRST FLOOR
STAIRWELL.
�� RAIN GUARD SECTION VIEW
SCALE: a V -0'
CONTINUOS WATERTIGHT
SEALANT, (TYP.)
A
2"
ISOMETRIC VIEW ELEVATION VIEW AT OPENING
DOOR RAIN GUARD DETAIL
SCALE: 3/4' 1' -0'
z
0 3
P=w
U 5
w
1
I
I
_TOP 7th FL. EL:
+_66' -8" -
I
I
I
I
I
_T_OP 6th FL. EL:
+54' -4"
I
I
I
I
4 _T_OP 5th FL. EL:
+43' -10"
I
I
REMOVE EXISTING
STUCCO AND APPLY
NEW STUCCO
_TOP 4th FL. EL:
+33' -4"
I
I
I
I
_TOP 3rd FL. EL:
+22'-10"
I
I
SIM E
42' -4" (V.I.F.) a -t
2
DETAIL FLOOR PLAN N
CONSTRUCTION PLAN NOTES:
1. IHL GLNLHAL CUNIRACIUR AND ALL SUB - CONTRACTORS SHALL
BE REQUIRED TO FIELD CHECK AND VERIFY ALL EXISTING
CONDITIONS AND BE RESPONSIBLE FOR COORDINATION OF SAME.
NOTIFY THE ARCHITECT IN WRITING IF ANY DISCREPANCY EXISTS.
2. ALL CUTTING & PATCHING REQUIRED TO INCORPORATE THE NEW
WORK WITH THE EXISTING ITEMS TO REMAIN SHALL BE INCLUDED BY
EACH CONTRACTOR.
3. DURING ANY CUTTING REQUIRING THE USE OF TORCHES, THE
CONTRACTOR SHALL MAINTAIN PERSONNEL WITH FIRE
EXTINGUISHERS AT THE WORK LOCATIONS.
4. ALL CONTRACTORS ARE RESPONSIBLE To PROTECT THE EXISTING
BUILDING, ADJOINING SPACES, ALL ADJACENT FINISHES, MECHANICAL
AND ELECTRICAL EQUIPMENT; AND SHALL BE LIABLE FOR ANY
DAMAGE TO THE SAME. REPAIR ANY DAMAGED STRUCTURE AND /OR —
FINISHES AND INCORPORATE INTO NEW WORK AT NO EXTRA COST TO
THE OWNER. INSTALL SCAFFOLDING ABOVE ELECTRICAL AND
MECHANICAL EQUIPMENT, UTILITY PIPING AND WHERE REQUIRED.
OFFICE OFFICE
5. ALL CONTRACTORS ARE RESPONSIBLE FOR THEIR OWN CLEAN -UP ON
A DAY -TO -DAY BASIS. UPON COMPLETION OF THE PROJECT, THE
GENERAL CONTRACTOR SHALL REMOVE ALL TRASH AND DEBRIS,
BROOM CLEAN THE ENTIRE PROJECT AREA, AND LEAVE THE SITE IN I
A CLEAN CONDITION.
6. ALL EQUIPMENT USED ON THE JOB SHALL BE OPERATED
PER OSHA REGULATIONS. OFFICE
7. THE CONTRACTOR SHALL REMOVE, CLEAN AND STORE THE EXISTING OFFICE
SIGN. AFTER COMPLETION OF WALL REPAIR WORK, THE CONTRACTOR
Ll
SHALL REINSTALL THE SIGN BACK To ITS ORIGINAL LOCATION USING
NEW ANCHORS APPROPRIATELY SEALED AT ALL PENETRATIONS. I
B. REMOVE EXISTING STUCCO ON THE EAST WALLS AND STAIR TOWER.
9. NEW STUCCO SHALL BE PAINTED WITH ONE COAT ACRYLIC PRIMER, OFFICE
AND TWO COATS SATIN LATEX FINISH PAINT TO MATCH EXISTING
FACADE.
10. TWO EXISTING STAIRWELL DOORS, ONE ON THE GROUND LEVEL AND
ONE ON THE TOP ROOF LEVEL SHALL BE PAINTED, ONE COAT OFFICE R -662
PRIMER AND TWO FINISH COATS TO MATCH EXISTING. O
11. SEAL WATERTIGHT AROUND ITEMS RECESSED OR MOUNTED TO FACADE
WITH BACKER ROD AND PAINTABLE SILICONIZED ACRYLIC SEALANT.
12. FIELD COORDINATE WORK AND INSTALLATION OF STUCCO WITH ROOFING
FLASHING. OFFICE 0 ® I
.., R -661
DATE
r'USTING PORTIONS OF DUILDINIG SHALL
V.iTH THE PiROMS110 "Sa OF EX.ISTING
6:' ",�;I !'�/.''• %!�S, A:; c- ,LT F0 TH IN THE
cc
I_TOP 2nd FL. EL:
+ 12'- 4" -
I
PROCEDUR
R -6
I
I
EXISTING CMU
I WALL.
TOP F.F. EL: _TOP F.F. EL:
+0' -0" +70' -0"
• I II I II II I II I TOP F,_F�EL:
EXISTING EAST LEGEND EXISTING SOUTH SECTION AT EXISTING
s PARTIAL ELEVATION ;;;:.•ti•,• HATCH INDICATES AREA (5 )PARTIAL ELEVATION (A )ROOM END WALLS
SCALE: 3/16' = V -0" • '..;: ••. OF SCOPE OF WORK. SCALE: 3/16' : V -0" �JSCALE: 3/16' = 1' -0'
SECTION AT EXISTING
3 STAI R WALLS
SCALE: 3/16" 1' -0'
ENDOSCOP
STORAGE
ROCEDURE e
R -1
PROCEDURE
R -2
OFFICE
OFFICE
PROCEDURE
R -4
OCEDURE
R -3
NENDOSCOP
P� NURSE
OCEDUR
') ANAGER
R -5
STO
WAITING
ROOM
R -651
CtTY�OLO oij OEPT MI
8
13UILCING SECTION
APPRQVE0 6Y'
Lamm
DRAWING INDEX
ARCHITECTURAL
A -1 CONSTRUCTION FLOOR PLAN
STRUCTURAL
S -1 CONSTRUCTION FLOOR PLAN
S -2 CONSTRUCTION DETAILS
N
KEY PLAN
SCALE: N.T-S,
C11-Y OF SOUTH MIAMI
BUILDING DEPT.
STRUCTURAACTION
R -652
R -658
R -653
TYPICAL FLOOR PLAN, EAST TOWER N
SCALE: 1/16' 1' -0"
R -657
R -654
R -656
R -655
z
C
Orf `1
LL w
Z a
QZ �
J 1n
W
Z LO
LO
U) F-
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M
Lu Y ao W rn
_j LO
Z o 2
U
tr,
Q Q � Q ui
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ffs
0
0" '''
o
0
0
ui
m
oe
W
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9:5 Q
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C3 in
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p�v
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e F_ __
0
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4
,03
rn
CV
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v/ 1 _ 2
Lt O
r� 1^^ 4 J
rn 4-b 7
cn
y Q
'�) a <D
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C� p ct OO �-
h"r"1 ch C,4 z wuj
w
o=
w
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zwFF-
0OZ
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cUn00
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0
Lu
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f
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Q/
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0 Y 3
DES16
-
DRAWN '���•
CHECKED
SCALE AS NOTED
DATE 02 -06 -09
PROD No
2009 -04
SHEET No
CONSTRUCTION
BOOR PLAN
AND DETAILS
A -1
REMOVE EXISTING
STUCCO, REINFORCE
7
WALL
AND APPLY
A_1
NEW STUCCO
ROOF SLAB
E
I
+ 66'- 8"
I
z¢
I
O
z_
U O
o ~
�°
b�
z z
w O
6th FL.
EL:
I
I
_TOP
+54' -4"
�m I
U
Z I
I
O
0
D_ O
I
oF-
co
°
zz
ui O
ITOP
5th FL.
EL:
I
I
+43' -10"
zm I
I
_zz
U I
i
O
� O
10t
co
Z°
Z
w o
TOP 4th FL.
EL:
+33'- 4"
�m Izz
I
U
I0�
00
Z z
wo
0_ U
t_TOP
3rd FL.
+22' -10 "-
EL:
1
zm I
000
00
z °
w o
� U
TOP 2nd_
+ 12'- 4"
z
0 3
P=w
U 5
w
1
I
I
_TOP 7th FL. EL:
+_66' -8" -
I
I
I
I
I
_T_OP 6th FL. EL:
+54' -4"
I
I
I
I
4 _T_OP 5th FL. EL:
+43' -10"
I
I
REMOVE EXISTING
STUCCO AND APPLY
NEW STUCCO
_TOP 4th FL. EL:
+33' -4"
I
I
I
I
_TOP 3rd FL. EL:
+22'-10"
I
I
SIM E
42' -4" (V.I.F.) a -t
2
DETAIL FLOOR PLAN N
CONSTRUCTION PLAN NOTES:
1. IHL GLNLHAL CUNIRACIUR AND ALL SUB - CONTRACTORS SHALL
BE REQUIRED TO FIELD CHECK AND VERIFY ALL EXISTING
CONDITIONS AND BE RESPONSIBLE FOR COORDINATION OF SAME.
NOTIFY THE ARCHITECT IN WRITING IF ANY DISCREPANCY EXISTS.
2. ALL CUTTING & PATCHING REQUIRED TO INCORPORATE THE NEW
WORK WITH THE EXISTING ITEMS TO REMAIN SHALL BE INCLUDED BY
EACH CONTRACTOR.
3. DURING ANY CUTTING REQUIRING THE USE OF TORCHES, THE
CONTRACTOR SHALL MAINTAIN PERSONNEL WITH FIRE
EXTINGUISHERS AT THE WORK LOCATIONS.
4. ALL CONTRACTORS ARE RESPONSIBLE To PROTECT THE EXISTING
BUILDING, ADJOINING SPACES, ALL ADJACENT FINISHES, MECHANICAL
AND ELECTRICAL EQUIPMENT; AND SHALL BE LIABLE FOR ANY
DAMAGE TO THE SAME. REPAIR ANY DAMAGED STRUCTURE AND /OR —
FINISHES AND INCORPORATE INTO NEW WORK AT NO EXTRA COST TO
THE OWNER. INSTALL SCAFFOLDING ABOVE ELECTRICAL AND
MECHANICAL EQUIPMENT, UTILITY PIPING AND WHERE REQUIRED.
OFFICE OFFICE
5. ALL CONTRACTORS ARE RESPONSIBLE FOR THEIR OWN CLEAN -UP ON
A DAY -TO -DAY BASIS. UPON COMPLETION OF THE PROJECT, THE
GENERAL CONTRACTOR SHALL REMOVE ALL TRASH AND DEBRIS,
BROOM CLEAN THE ENTIRE PROJECT AREA, AND LEAVE THE SITE IN I
A CLEAN CONDITION.
6. ALL EQUIPMENT USED ON THE JOB SHALL BE OPERATED
PER OSHA REGULATIONS. OFFICE
7. THE CONTRACTOR SHALL REMOVE, CLEAN AND STORE THE EXISTING OFFICE
SIGN. AFTER COMPLETION OF WALL REPAIR WORK, THE CONTRACTOR
Ll
SHALL REINSTALL THE SIGN BACK To ITS ORIGINAL LOCATION USING
NEW ANCHORS APPROPRIATELY SEALED AT ALL PENETRATIONS. I
B. REMOVE EXISTING STUCCO ON THE EAST WALLS AND STAIR TOWER.
9. NEW STUCCO SHALL BE PAINTED WITH ONE COAT ACRYLIC PRIMER, OFFICE
AND TWO COATS SATIN LATEX FINISH PAINT TO MATCH EXISTING
FACADE.
10. TWO EXISTING STAIRWELL DOORS, ONE ON THE GROUND LEVEL AND
ONE ON THE TOP ROOF LEVEL SHALL BE PAINTED, ONE COAT OFFICE R -662
PRIMER AND TWO FINISH COATS TO MATCH EXISTING. O
11. SEAL WATERTIGHT AROUND ITEMS RECESSED OR MOUNTED TO FACADE
WITH BACKER ROD AND PAINTABLE SILICONIZED ACRYLIC SEALANT.
12. FIELD COORDINATE WORK AND INSTALLATION OF STUCCO WITH ROOFING
FLASHING. OFFICE 0 ® I
.., R -661
DATE
r'USTING PORTIONS OF DUILDINIG SHALL
V.iTH THE PiROMS110 "Sa OF EX.ISTING
6:' ",�;I !'�/.''• %!�S, A:; c- ,LT F0 TH IN THE
cc
I_TOP 2nd FL. EL:
+ 12'- 4" -
I
PROCEDUR
R -6
I
I
EXISTING CMU
I WALL.
TOP F.F. EL: _TOP F.F. EL:
+0' -0" +70' -0"
• I II I II II I II I TOP F,_F�EL:
EXISTING EAST LEGEND EXISTING SOUTH SECTION AT EXISTING
s PARTIAL ELEVATION ;;;:.•ti•,• HATCH INDICATES AREA (5 )PARTIAL ELEVATION (A )ROOM END WALLS
SCALE: 3/16' = V -0" • '..;: ••. OF SCOPE OF WORK. SCALE: 3/16' : V -0" �JSCALE: 3/16' = 1' -0'
SECTION AT EXISTING
3 STAI R WALLS
SCALE: 3/16" 1' -0'
ENDOSCOP
STORAGE
ROCEDURE e
R -1
PROCEDURE
R -2
OFFICE
OFFICE
PROCEDURE
R -4
OCEDURE
R -3
NENDOSCOP
P� NURSE
OCEDUR
') ANAGER
R -5
STO
WAITING
ROOM
R -651
CtTY�OLO oij OEPT MI
8
13UILCING SECTION
APPRQVE0 6Y'
Lamm
DRAWING INDEX
ARCHITECTURAL
A -1 CONSTRUCTION FLOOR PLAN
STRUCTURAL
S -1 CONSTRUCTION FLOOR PLAN
S -2 CONSTRUCTION DETAILS
N
KEY PLAN
SCALE: N.T-S,
C11-Y OF SOUTH MIAMI
BUILDING DEPT.
STRUCTURAACTION
R -652
R -658
R -653
TYPICAL FLOOR PLAN, EAST TOWER N
SCALE: 1/16' 1' -0"
R -657
R -654
R -656
R -655
z
C
Orf `1
LL w
Z a
QZ �
J 1n
W
Z LO
LO
U) F-
co
M
Lu Y ao W rn
_j LO
Z o 2
U
tr,
Q Q � Q ui
ti M
ffs
0
0" '''
o
0
0
ui
m
oe
W
z
Z�
W
O ^ 1�
J UM p
9:5 Q
J ? ^0 t0 f0
r o..
C3 in
vi 0
p�v
g ca
e F_ __
0
,,,,/
4
,03
rn
CV
-O �
00
v/ 1 _ 2
Lt O
r� 1^^ 4 J
rn 4-b 7
cn
y Q
'�) a <D
n
C� p ct OO �-
h"r"1 ch C,4 z wuj
w
o=
w
U)
W
Z
s
zwFF-
0OZ
ZO
cUn00
w N
0
Lu
w
f
o.
Q/
_ Q o
0 Y 3
DES16
-
DRAWN '���•
CHECKED
SCALE AS NOTED
DATE 02 -06 -09
PROD No
2009 -04
SHEET No
CONSTRUCTION
BOOR PLAN
AND DETAILS
A -1