14-925R-010PATCH AND REPAIR STUCCO
REAR SIDE OF PARAPET AS
REQUIRED. PAINT TO
MATCH EXTERIOR FACADE
GALV. METAL CONTINUOUS
REGLET - SEE ROOF PLAN
FOR DETAILS
I
EXISTING CORRUGATED METAL ROOF -
DECK AND ROOF SURFACE TO REMAIN.
PATCH AND REPAIR AS NEEDED DUE TO
CONDITION AND /OR CONSTRUCTION
IMPACT.
I
EXISTING BAR JOISTS TO
REMAIN - DO NOT
DISTURB
ACOUSTICAL 2X4 y
CEILING. SEESHEETA2.0
FOR DETAILS.
EXTEND GYPSUM BOARD
FINISHES MIN. 6" ABOVE
FINISHED CEILING
EXISTING 4" REINFORCED
CONCRETE SLAB. SEE
NOTES ON FLOOR PLAN
FOR DETAILS AND
LOCATIONS
2
I I
E : - 000000
I
_ __ __________./ ACOUSTICAL 2X4 -�
CEILING. SEESHEETA2.0
FOR DETAILS.
- ` EXISTING REINFORCED
l CONCRETE BEAM ACROSS
STOREFRONT OPENING TO
REMAIN - DO NOT DISTURB.
NEW MIAMI DADE COUNTY
PRODUCT APPROVED
CATEGORY II SAFETY GLASS
IMPACT RATED
STOREFRONT BY ARCH
ALUMINUM OR APPROVED
EQUAL. SEE STOREFRONT
DETAILS SHEET A9.1
PATCH AND REPAIR STUCCO
AROUND EXISTING
OPENINGS AS REQUIRED
FOR INSTALLATION OF NEW
STOREFRONT.
AFTER REMOVAL OF
EXISTING CONCRETE BLOCK
KNEE WALL, CHIP AWAY
BLOCK BELOW SLAB
SURFACE AS NEEDED. POUR
CELL SOLID LEVEL TO
FINISHED FLOORAND
SMOOTH.
CONTINUOUS �" EXPANSION
JOINT
EXISTING 4" REINFORCED
CONCRETE SIDEWALK. SEE
STRUCTURAL
EXISTINGTERMITE / \ \ \ \ \ / \ / / \ / / \ / \ \ / \ \ / \� • •
CONTROLLED \ %/; \ \ \ \\
WELL - COMPACTED FILLV
EXISTING WALL FOOTING
TO REMAIN - DO NOT
DISTURB
ENLARGED SECTIONS
SCALE: 3/4" = V -0"
EXTEND GYPSUM BOARD
FINISHES MIN. 6" ABOVE
FINISHED CEILING
1
EXISTING 4" REINFORCED
CONCRETE SLAB. SEE
NOTES ON FLOOR PLAN
FOR DETAILS AND
LOCATIONS
NEW PT 2X WOOD MEMBER,
CONTINUOUS ATTACHED
TO EXISTING CAP BEAM.
PROVIDE NEW CAP
FLASHING PER ROOF PLAN
SHEET A3.0
EXISTING PARAPET CAP BEAM
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
= GIRDER TRUSS BEYOND —
STEEL BAR JOISTS AS
/'— — — — — — — — — — — — SPECIFIED BY STRUCTURAL
ENGINEER.
2
F- --
I I A6.3
I I
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1 I
------- - - - -�/
EXf STi NGTERMITE
\ \ \ \\ \CONTROLLED
\ /VAV \\ WELL-COMPACT FILL,
EXISTING WALLFOOTING'
TO REMAIN - DO NOT
DISTURB —
EXISTING REINFORCED
CONCRETE BEAM ACROSS
NEW STOREFRONT
OPENING. SEE STRUCTURAL
NEW MIAMI DADE COUNTY
PRODUCT APPROVED
CATEGORY II SAFETY GLASS
IMPACT RATED
STOREFRONT BY ARCH
ALUMINUM ORAPPROVED
EQUAL. SEE STOREFRONT
DETAILS SHEET A9.1
PATCH AND REPAIR STUCCO
AROUND EXISTING
OPENINGS AS REQUIRED
FOR INSTALLATION OF NEW
STOREFRONT.
AFTER REMOVAL OF
EXISTING CONCRETE BLOCK
KNEE WALL, CHIP AWAY
BLOCK BELOW SLAB
SURFACE AS NEEDED. POUR
CELL SOLID LEVEL TO
FINISHED FLOOR AND
SMOOTH.
CONTINUOUS J" EXPANSION
JOINT
EXISTING 4" REINFORCED
CONCRETE SIDEWALK. SEE
STRUCTURAL
IT,
\ \ /VA /VA /VA /VA /VA /VA /VA /VA/
ENLARGED SECTIONS
SCALE: 3/4" = V -0"
CORRUGATED METAL ROOF DECK AS SPECIFIED BY
STRUCTURAL ENGINEER OVER STEEL BAR JOISTS.
PROVIDE LIGHTWEIGHT CONCRETE ROOFING WITH
GAF PRODUCT APPROVED ROOF COVERING PER ROOF
PLAN SHEET A3.0.
NOTE: LIGHTWEIGHT CONCRETE ROOFING TO BE
COMBINED WITH SPRAY -ON INSULATION BELOW
DECK/JOISTS FORA COMBINED ROOF R -VALUE OF 19.
STUCCO FINISH AT REAR
SIDE OF PARAPET TO MATCH
EXISTING. PAINT TO MATCH
FACADE
GALV. METAL CONTINUOUS —
REGLET - SEE ROOF PLAN
FOR DETAILS
ROOF DRAIN AND
OVERFLOW DRAIN - SEE
ROOF PLAN SHEET A3.0
CRICKET ROOF AT FRONT
AND CORNERS AS NEEDED
LINE OF ROOF DRAIN PIPING.
GC SHALL FIELD VERIFY
EXISTING TIE -IN AND ROUTE
NEW PIPING IN A
CONCEALED MANNER
ACOUSTICAL 2X4
CEILING. SEESHEETA2.0
FOR DETAILS.
EXTEND GYPSUM BOARD �\
FINISHES MIN. 6" ABOVE
FINISHED CEILING
NEW REINFORCED
CONCRETE TIE -BEAM ABOVE.
SEE STRUCTURAL _
NEW 8" REINFORCED
CONCRETE BLOCK WALL.
INTERIOR SIDE TO RECEIVE J"
25GA. STEEL STUDS SPACED
AT 16" O.C. WITH MIN. R4.1
FOIL BACK INSULATION _
BETWEEN. FINISH WITH a" -
GYPSUM BOARD, TAPED, -
SANDED AND READY FOR
MATTRESS FIRMS PAINT
FINISHES. -
EXTERIOR SIDE TO RECEIVE 4" -
STUCCO FINISH. TEXTURE -
TO MATCH EXISTING
BUILDING STUCCO
TEXTURE. PAINT PER
EXTERIOR FINISH SCHEDULE _
ON SHEET A4.0.
_
\\ \\ \ \ .
\ \\ \VAA \ \V A\ \\ \VAA \VAAV A -
\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \\
V //`
\/ % i X\ / \\
I
I
I
I
R -30 INSULATION BETWEEN
FRAMING
PROVIDE CEILING AT EXTERIOR SPACE
FROM 6" 16GA STEEL STUDS SPACED AT
16" O.C. PROVIDE 4" CDX PLYWOOD
SHEATHING, ATTACHED PER
--STRUCTURAL ENGINEERS DRAWINGS,
-- --FINISHED WITH 90# FE L , METAL LATH,
AND 4" STUCCO FINISH .1PAINT TO
MATCH ADJACENT FACAISE.
0
FRAMED ENTRY TOWER
BEYOND
NEW PT 2X WOOD MEMBER,
CONTINUOUS ATTACHED
TO EXISTING CAP BEAM.
PROVIDE NEW CAP
FLASHING PER ROOF PLAN
SHEET A3.0
NEW PARAPET CAP BEAM -
SEE STRUCTURAL FOR SIZES
AND REINFORCING
NEW REINFORCED 8"
CONCRETE BLOCK TO
C9 REMAIN WITH STUCCO
FINISH TO MATCH EXISTING.
GC SHALL PAINT PER
EXTERIOR FINISH SCHEDULE.
SEE ELEVATIONS SHEET A4.0
_ I
I 2
A6.3
000000 -,I J
1
- - --/
11 REINFORCED CONCRETE
SLAB (PER STRUCTURAL
DETAILS) ON 6 MIL
VISQUEEN OVER TERMITE
CONTROLLED WELL
COMPACTED FILL. SEE
NOTES ON FLOOR PLAN
FOR DETAILS AND
LOCATIONS
CONTINUOUS �' EXP SION
JOINT
I
\!\ \ \' \ \;� \;� \; \ \ \ \ \ \\ \; X/ X/
TERMITE CONTROLLED/
\WELL- COJv1pACTED FILL \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \\
�NEV�LWALL:FOOTING�PER / \ /VA /VA /VA /VA /VA /VAS
' ySTRUCTURAL PLANS x SEES= 1VA /VA / \ /VA /VA / \/\
FOR DETA( LS ',S1ZES;AND \ / / \ /
REINFORCING ; . VAVAVAVAi \'
NEW REINFORCED
CONCRETE BEAM ABOVE
EXISTING STOREFRONT
LINE OF BLOCK WALL
BEYOND
NEW EXTERIOR IMPACT
RATED DOOR AND FRAME.
SEE PLAN SHEET A1.0
NEW 4" REINFORCED
CONCRETE SIDEWALK. SEE
STRUCTURAL
�\ \ \\ \ \\ \ \\ \ \\ \\\ \ \\ \
+23 -0
TOP OF ENTRY 0 BEYOND Idesin
i
g
+ 17-6"
TOP OF PARAPET
TOP OF LOUVERS
FAI
ENLARGED SECTIONS
SCALE: 3/4" = 1' -0"
+9'-0"
OF OPENING
p.o. box 14.2116
coral gables, florida
33114.2116
v. 305.443.3100
f. 305.259.3986
e. info @whadesign.com
architect of record:
William Arthur
License Number: 0012074
•��r
0
seal
design associate:
bFORD
These plans and specifications are
the exclusive property of WHA
Design. Any reproduction,
modification, disclosure, and /or use
of these materials (or any portion
thereon without WHA Design's prior
written consent is strictly prohibited.
NEW PT 2X WOOD MEMBER,
CONTINUOUS ATTACHED
M
TO EXISTING CAP BEAM.
PROVIDE NEW CAP
PATCH AND REPAIR STUCCO
REAR SIDE OF PARAPET AS
J
FLASHING PER ROOF PLAN
REQUIRED. PAINT TO
SHEET A3.0
MATCH EXTERIOR FACADE
CCS
EXISTING PARAPET CAP BEAM
GALV. METAL CONTINUOUS
TO REMAIN - DO NOT
REGLET - SEE ROOF PLAN
DISTURB
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FOR DETAILS
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PATCH AND REPAIRAS
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EXISTING ROOF BEAM TO
REMAIN - DO NOT DISTURB
i
EXISTING REINFORCED 8"
t_m
CONCRETE BLOCK TO
• •
REMAIN. GC TO PATCH
AND REPAIR EXTERIOR
_
STUCCO AND PAINT PER
- -
EXTERIOR FINISH SCHEDULE.
SEE ELEVATIONS SHEET A4,0
/--_
—
_
--------
- - - - -♦
_
I
EXISTING BARJOISTS TO
REMAIN - DO NOT
-
=
I
DISTURB
2
I I
E : - 000000
I
_ __ __________./ ACOUSTICAL 2X4 -�
CEILING. SEESHEETA2.0
FOR DETAILS.
- ` EXISTING REINFORCED
l CONCRETE BEAM ACROSS
STOREFRONT OPENING TO
REMAIN - DO NOT DISTURB.
NEW MIAMI DADE COUNTY
PRODUCT APPROVED
CATEGORY II SAFETY GLASS
IMPACT RATED
STOREFRONT BY ARCH
ALUMINUM OR APPROVED
EQUAL. SEE STOREFRONT
DETAILS SHEET A9.1
PATCH AND REPAIR STUCCO
AROUND EXISTING
OPENINGS AS REQUIRED
FOR INSTALLATION OF NEW
STOREFRONT.
AFTER REMOVAL OF
EXISTING CONCRETE BLOCK
KNEE WALL, CHIP AWAY
BLOCK BELOW SLAB
SURFACE AS NEEDED. POUR
CELL SOLID LEVEL TO
FINISHED FLOORAND
SMOOTH.
CONTINUOUS �" EXPANSION
JOINT
EXISTING 4" REINFORCED
CONCRETE SIDEWALK. SEE
STRUCTURAL
EXISTINGTERMITE / \ \ \ \ \ / \ / / \ / / \ / \ \ / \ \ / \� • •
CONTROLLED \ %/; \ \ \ \\
WELL - COMPACTED FILLV
EXISTING WALL FOOTING
TO REMAIN - DO NOT
DISTURB
ENLARGED SECTIONS
SCALE: 3/4" = V -0"
EXTEND GYPSUM BOARD
FINISHES MIN. 6" ABOVE
FINISHED CEILING
1
EXISTING 4" REINFORCED
CONCRETE SLAB. SEE
NOTES ON FLOOR PLAN
FOR DETAILS AND
LOCATIONS
NEW PT 2X WOOD MEMBER,
CONTINUOUS ATTACHED
TO EXISTING CAP BEAM.
PROVIDE NEW CAP
FLASHING PER ROOF PLAN
SHEET A3.0
EXISTING PARAPET CAP BEAM
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
= GIRDER TRUSS BEYOND —
STEEL BAR JOISTS AS
/'— — — — — — — — — — — — SPECIFIED BY STRUCTURAL
ENGINEER.
2
F- --
I I A6.3
I I
I 000000
I I
1 I
------- - - - -�/
EXf STi NGTERMITE
\ \ \ \\ \CONTROLLED
\ /VAV \\ WELL-COMPACT FILL,
EXISTING WALLFOOTING'
TO REMAIN - DO NOT
DISTURB —
EXISTING REINFORCED
CONCRETE BEAM ACROSS
NEW STOREFRONT
OPENING. SEE STRUCTURAL
NEW MIAMI DADE COUNTY
PRODUCT APPROVED
CATEGORY II SAFETY GLASS
IMPACT RATED
STOREFRONT BY ARCH
ALUMINUM ORAPPROVED
EQUAL. SEE STOREFRONT
DETAILS SHEET A9.1
PATCH AND REPAIR STUCCO
AROUND EXISTING
OPENINGS AS REQUIRED
FOR INSTALLATION OF NEW
STOREFRONT.
AFTER REMOVAL OF
EXISTING CONCRETE BLOCK
KNEE WALL, CHIP AWAY
BLOCK BELOW SLAB
SURFACE AS NEEDED. POUR
CELL SOLID LEVEL TO
FINISHED FLOOR AND
SMOOTH.
CONTINUOUS J" EXPANSION
JOINT
EXISTING 4" REINFORCED
CONCRETE SIDEWALK. SEE
STRUCTURAL
IT,
\ \ /VA /VA /VA /VA /VA /VA /VA /VA/
ENLARGED SECTIONS
SCALE: 3/4" = V -0"
CORRUGATED METAL ROOF DECK AS SPECIFIED BY
STRUCTURAL ENGINEER OVER STEEL BAR JOISTS.
PROVIDE LIGHTWEIGHT CONCRETE ROOFING WITH
GAF PRODUCT APPROVED ROOF COVERING PER ROOF
PLAN SHEET A3.0.
NOTE: LIGHTWEIGHT CONCRETE ROOFING TO BE
COMBINED WITH SPRAY -ON INSULATION BELOW
DECK/JOISTS FORA COMBINED ROOF R -VALUE OF 19.
STUCCO FINISH AT REAR
SIDE OF PARAPET TO MATCH
EXISTING. PAINT TO MATCH
FACADE
GALV. METAL CONTINUOUS —
REGLET - SEE ROOF PLAN
FOR DETAILS
ROOF DRAIN AND
OVERFLOW DRAIN - SEE
ROOF PLAN SHEET A3.0
CRICKET ROOF AT FRONT
AND CORNERS AS NEEDED
LINE OF ROOF DRAIN PIPING.
GC SHALL FIELD VERIFY
EXISTING TIE -IN AND ROUTE
NEW PIPING IN A
CONCEALED MANNER
ACOUSTICAL 2X4
CEILING. SEESHEETA2.0
FOR DETAILS.
EXTEND GYPSUM BOARD �\
FINISHES MIN. 6" ABOVE
FINISHED CEILING
NEW REINFORCED
CONCRETE TIE -BEAM ABOVE.
SEE STRUCTURAL _
NEW 8" REINFORCED
CONCRETE BLOCK WALL.
INTERIOR SIDE TO RECEIVE J"
25GA. STEEL STUDS SPACED
AT 16" O.C. WITH MIN. R4.1
FOIL BACK INSULATION _
BETWEEN. FINISH WITH a" -
GYPSUM BOARD, TAPED, -
SANDED AND READY FOR
MATTRESS FIRMS PAINT
FINISHES. -
EXTERIOR SIDE TO RECEIVE 4" -
STUCCO FINISH. TEXTURE -
TO MATCH EXISTING
BUILDING STUCCO
TEXTURE. PAINT PER
EXTERIOR FINISH SCHEDULE _
ON SHEET A4.0.
_
\\ \\ \ \ .
\ \\ \VAA \ \V A\ \\ \VAA \VAAV A -
\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \\
V //`
\/ % i X\ / \\
I
I
I
I
R -30 INSULATION BETWEEN
FRAMING
PROVIDE CEILING AT EXTERIOR SPACE
FROM 6" 16GA STEEL STUDS SPACED AT
16" O.C. PROVIDE 4" CDX PLYWOOD
SHEATHING, ATTACHED PER
--STRUCTURAL ENGINEERS DRAWINGS,
-- --FINISHED WITH 90# FE L , METAL LATH,
AND 4" STUCCO FINISH .1PAINT TO
MATCH ADJACENT FACAISE.
0
FRAMED ENTRY TOWER
BEYOND
NEW PT 2X WOOD MEMBER,
CONTINUOUS ATTACHED
TO EXISTING CAP BEAM.
PROVIDE NEW CAP
FLASHING PER ROOF PLAN
SHEET A3.0
NEW PARAPET CAP BEAM -
SEE STRUCTURAL FOR SIZES
AND REINFORCING
NEW REINFORCED 8"
CONCRETE BLOCK TO
C9 REMAIN WITH STUCCO
FINISH TO MATCH EXISTING.
GC SHALL PAINT PER
EXTERIOR FINISH SCHEDULE.
SEE ELEVATIONS SHEET A4.0
_ I
I 2
A6.3
000000 -,I J
1
- - --/
11 REINFORCED CONCRETE
SLAB (PER STRUCTURAL
DETAILS) ON 6 MIL
VISQUEEN OVER TERMITE
CONTROLLED WELL
COMPACTED FILL. SEE
NOTES ON FLOOR PLAN
FOR DETAILS AND
LOCATIONS
CONTINUOUS �' EXP SION
JOINT
I
\!\ \ \' \ \;� \;� \; \ \ \ \ \ \\ \; X/ X/
TERMITE CONTROLLED/
\WELL- COJv1pACTED FILL \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \\
�NEV�LWALL:FOOTING�PER / \ /VA /VA /VA /VA /VA /VAS
' ySTRUCTURAL PLANS x SEES= 1VA /VA / \ /VA /VA / \/\
FOR DETA( LS ',S1ZES;AND \ / / \ /
REINFORCING ; . VAVAVAVAi \'
NEW REINFORCED
CONCRETE BEAM ABOVE
EXISTING STOREFRONT
LINE OF BLOCK WALL
BEYOND
NEW EXTERIOR IMPACT
RATED DOOR AND FRAME.
SEE PLAN SHEET A1.0
NEW 4" REINFORCED
CONCRETE SIDEWALK. SEE
STRUCTURAL
�\ \ \\ \ \\ \ \\ \ \\ \\\ \ \\ \
+23 -0
TOP OF ENTRY 0 BEYOND Idesin
i
g
+ 17-6"
TOP OF PARAPET
TOP OF LOUVERS
FAI
ENLARGED SECTIONS
SCALE: 3/4" = 1' -0"
+9'-0"
OF OPENING
p.o. box 14.2116
coral gables, florida
33114.2116
v. 305.443.3100
f. 305.259.3986
e. info @whadesign.com
architect of record:
William Arthur
License Number: 0012074
•��r
0
seal
design associate:
bFORD
These plans and specifications are
the exclusive property of WHA
Design. Any reproduction,
modification, disclosure, and /or use
of these materials (or any portion
thereon without WHA Design's prior
written consent is strictly prohibited.
project history:
1A AS -BUILT COND. 11 -06 -14
+0' -0" project information:
FINISHED FLOOR date:
04/04/14
project number.
13 -20
sheet title:
Enlarged Sections
sheet number
a6.2
file:
a6.2- enlarged sections.dwg
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project history:
1A AS -BUILT COND. 11 -06 -14
+0' -0" project information:
FINISHED FLOOR date:
04/04/14
project number.
13 -20
sheet title:
Enlarged Sections
sheet number
a6.2
file:
a6.2- enlarged sections.dwg