14-952-017PATCH AND REPAIR STUCCO
PRODUCT APPROVED
d.
NEW PT 2X WOOD MEMBER,
ce)
REAR SIDE OF PARAPET AS
CY)
STOREFRONT BY ARCH
CONTINUOUS ATTACHED
ALUMINUM ORAPPROVED
REQUIRED. PAINT TO
EQUAL, SEE STOREFRONT
EE
TO EXISTING CAP BEAM.
PATCH AND REPAIR STUCCO
MATCH EXTERIOR FACADE
W
AROUND EXISTING
PROVIDE NEW CAP
REAR SIDE OF PARAPET AS
E '=;
U)
FOR INSTALLATION OF NEW
0
FLASHING PER ROOF PLAN
REQUIRED. PAINT TO
GALV, METAL CONTINUOUS
0
EXISTING CONCRETE BLOCK
SHEET A3.0
MATCH EXTERIOR FACADE
REGLET - SEE ROOF PLAN
BLOCK BELOW SLAB
cu
SURFACE AS NEEDED, POUR
FOR DETAILS
(n
C:
FINISHED FLOORAND
EXISTING PARAPET CAP BEAM
GALV. METAL CONTINUOUS
EXISTING 4" REINFORCED
CONTINUOUS 1"EXPANSION
2
CONCRETE SLAB. SEE
TO REMAIN - DO NOT
REGLET - SEE ROOF PLAN
EXISTING 4" REINFORCED
FOR DETAILS AND
CONCRETE SIDEWALK. SEE
DISTURB
FOR DETAILS
�O CD
.0
C
t
(D
EXISTING TERMITE',,
•
EXISTING CORRUGATED METAL ROOF
I., ---------- -
WELL-COMPACTED FILCH --------------------
EXISTING CORRUGATED METAL ROOF DECK AND
DECKAND ROOF SURFACE TO REMAIN.
EXISTING, WALL FOOTIN
ROOF SURFACE TO REMAIN.
PATCH AND REPAIR AS •
PATCH AND REPAIRAS NEEDED DUE TO
DISTURB
date:
NEEDED DUE TO CONDITION AND/OR
CONDITION AND/OR CONSTRUCTION
04/04/14
project number:
CONSTRUCTION IMPACT.
IMPACT,
EXISTING ROOF BEAM TO
REMAIN - DO NOT DISTURB
t
11
EXISTING REINFORCED 8"
CONCRETE BLOCK TO
REMAIN. GC TO PATCH
------- ---
AND REPAIR EXTERIOR
STUCCO AND PAINT PER
EXTERIOR FINISH SCHEDULE.
SEE ELEVATIONS SHEET A4.0
EXISTING BAR JOISTS TO
ACOUSTICAL 2X4
CEILING, SEESHEETA2.0
FOR DETAILS.
CONCRETE SLAB. SEE
NOTES ON FLOOR PLAN
FOR DETAILS AND
LOCATIONS
CONTINUOUS ATTACHED
TO EXISTING CAP BEAM.
PROVIDE NEW CAP
FLASHING PER ROOF PLAN]
SHEETA3.0
WUS I I1TU-rA?`f'vr-EI WKr-61�]T-.
TO REMAIN - DO NOT
DISTURB
GIRDER TRUSS BEYOND
STEEL BAR JOISTS AS
— — — — — — — — — — — — — — — — — — — l- - - --"1 SPECIFIED BY STRUCTURAL ♦
ENGINEER.
EXISTING BAR JOISTS TO
REMAIN - DO NOT
DISTURB
r2
w, ��S//
— — — — — — — — ,- - — — ACOUSTICAL 2X4 -- — — — — — — — — — — — —
EXISTING REINFORCED
CONCRETE BEAM ACROSS
• MOMS ffs.,
ENLARGED SECTIONS
SCALE: 3/4" = V-0"
CEILING. SEESHEETA2.0
FOR DETAILS.
EXTEND GYPSUM BOARD
NEW REINFORCED
FINISHES MIN. 6" ABOVE
CONCRETE BEAM ACROSS
FINISHED CEILING
NEW STOREFRONT
OPENING, SEE STRUCTURAL
NEW MIAMI DADE COUNTY
k,__ENLARGED SECTIONS
SCALE: 3/4" = V-0"
NJNIJrlt:U VVI I rl 7U-F t-tL I , 1-1t I /-\L LIA I t-1,
AND I" STUCCO FINISH. PAINT TO
4
MATCH ADJACENT FACADE.
FRAMED ENTRY TOWER
BEYOND
TACHED
• BEAM.
P
US AT
CONTINUOUS ATTACHED
TO EXISTING CAP BEAM.
PROVIDE NEW CAP
7FLASHING PER ROOF PLAN
SHEETA3.0
Ste. 1G PARAPET CAP BEA(AQ
TO REMAIN - DO NOT
DISTURB
EXISTING REINFORCED 8"
CONCRETE BLOCK TO
REMAIN. GC TO PATCH
AND REPAIR EXTERIOR
STUCCO AND PAINT PER
EXTERIOR FINISH SCHEDULE.
SEE ELEVATIONS SHEET A4.0
r2
I A6.3
ago=
14 10, 1 al 2 11,
=01410j"Al�
+23,-
TOP OF ENTRY Ta�rV[17,
BEYOND
desi I g- n, 11 inc.
p.o. box 14.2116
coral gables, florida
3311114.211116
v. 305.443.3100
f. 305.259.3986
e. info@whadesign.com
architect of record:
William Arthur
License Number: 0012074
the exclusive property of WHA
Design. Any reproduction,
modification, disclosure, and /or use
of these materials (or any portion
thereof) without WHA Design's prior
written consent is strictly prohibited.
PRODUCT APPROVED
d.
CATEGORY II SAFETY GLASS
ce)
IMPACT RATED
CY)
STOREFRONT BY ARCH
ALUMINUM ORAPPROVED
LL
EQUAL, SEE STOREFRONT
EE
DETAILS SHEET A9. I
M
PATCH AND REPAIR STUCCO
W
AROUND EXISTING
L.L C
Cu =
OPENINGS AS REQUIRED
E '=;
U)
FOR INSTALLATION OF NEW
0
STOREFRONT.
C/) U)
AFTER REMOVAL OF
0
EXISTING CONCRETE BLOCK
,4—J C: M
KNEE WALL, CHIP AWAY
1-a 0
BLOCK BELOW SLAB
cu
SURFACE AS NEEDED, POUR
CELL SOLID LEVEL TO
(n
C:
FINISHED FLOORAND
0 X
SMOOTH.
EXISTING 4" REINFORCED
CONTINUOUS 1"EXPANSION
2
CONCRETE SLAB. SEE
JOINT
NOTES ON FLOOR PLAN
EXISTING 4" REINFORCED
FOR DETAILS AND
CONCRETE SIDEWALK. SEE
LOCATIONS
STRUCTURAL
- ---------------- -- - - ----------- - ----------- - ------------- - ----------- - ----- - --
--- — - - ----- ----------- - 7 -------- ------ -
�O CD
.0
C
t
(D
EXISTING TERMITE',,
•
0
I., ---------- -
WELL-COMPACTED FILCH --------------------
--------------------
\X
EXISTING, WALL FOOTIN
TO REMAIN - bO`NOT
DISTURB
date:
k,__ENLARGED SECTIONS
SCALE: 3/4" = V-0"
NJNIJrlt:U VVI I rl 7U-F t-tL I , 1-1t I /-\L LIA I t-1,
AND I" STUCCO FINISH. PAINT TO
4
MATCH ADJACENT FACADE.
FRAMED ENTRY TOWER
BEYOND
TACHED
• BEAM.
P
US AT
CONTINUOUS ATTACHED
TO EXISTING CAP BEAM.
PROVIDE NEW CAP
7FLASHING PER ROOF PLAN
SHEETA3.0
Ste. 1G PARAPET CAP BEA(AQ
TO REMAIN - DO NOT
DISTURB
EXISTING REINFORCED 8"
CONCRETE BLOCK TO
REMAIN. GC TO PATCH
AND REPAIR EXTERIOR
STUCCO AND PAINT PER
EXTERIOR FINISH SCHEDULE.
SEE ELEVATIONS SHEET A4.0
r2
I A6.3
ago=
14 10, 1 al 2 11,
=01410j"Al�
+23,-
TOP OF ENTRY Ta�rV[17,
BEYOND
desi I g- n, 11 inc.
p.o. box 14.2116
coral gables, florida
3311114.211116
v. 305.443.3100
f. 305.259.3986
e. info@whadesign.com
architect of record:
William Arthur
License Number: 0012074
the exclusive property of WHA
Design. Any reproduction,
modification, disclosure, and /or use
of these materials (or any portion
thereof) without WHA Design's prior
written consent is strictly prohibited.
ENLARGED SECTIONS
SCALE: 3/4" = 1 " -0"
sheet title:
Enlarged Sections
sheet number:
a6.2
file:
a6.2-enlarged sections.dwg
d.
ce)
CY)
LL
EE
M
W
L.L C
Cu =
E '=;
U)
0
C/) U)
0
,4—J C: M
1-a 0
cu
(n
C:
0 X
C/) C) i5
CU
Cn co
cu
E
CL
E
2
�O CD
.0
C
t
(D
P
0
project history:
A
A
A
A
project information:
date:
04/04/14
project number:
13-20
ENLARGED SECTIONS
SCALE: 3/4" = 1 " -0"
sheet title:
Enlarged Sections
sheet number:
a6.2
file:
a6.2-enlarged sections.dwg