14-925R-009EXISTING STEEL BARJOISTS
AND PRE -CAST CONCRETE
ROOF STRUCTURE TO
REMAIN - DO NOT DISTURB
EXISTING REINFORCED l
CONCRETE BLOCK WALL TO
REMAIN. "PEARLS" SIDE DO
NOT DISTURB EXISTING
INTERIOR FINISHES.
"MATTRESS FIRM" SIDE,
PROVIDE
71
25GA STEEL
CHANNELS AT 16" O.C.
WITH MIN. R4.1 FOIL BACKED
INSULATION BETWEEN,
FINISHED WITH J" GYPSUM
BOARD, TAPED AND
SANDED AND READY FOR
FUTURE TENANTS PAINT.
EXISTING REINF. INTERIOR —
FLOOR SLAB AND FINISHES
TO REMAIN - DO NOT
DISTURB
EXISTING WALL FOOTING
TO REMAIN - DO NOT
DISTURB
I
ACOUSTICAL 2X4 CEILING.
SEE SHEET A2.0 FOR DETAILS.
I
I
I
I
I
I
I
EXISTING GYPSUM BOARD
FRAMED OPENING. PATCH
AND REPAIRAS REQUIRED.
MAKE READY FOR FUTURE
TENANTS PAINT
I
LINE OF NEW STEEL
COLUMN - SEE STRUCTURAL
AND FLOOR PLAN SHEET
ALO
I
I
I
I
I
I
!"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
I
EXISTING TERMITE
NTROLLED
O
WELL - COMPACTED FILL
7�
ENLARGED SECTIONS
SCALE: 3/4" = V -0"
ACOUSTICAL 2X4 CEILING. -
SEE SHEET A2.0 FOR DETAILS.
FRAME OPENING WITH g' -
25GA. FURRING @ 16" O.C.
WITH F GYPSUM BOARD,
TAPED, SANDED, READY FOR
PAINT
EXISTING GYPSUM BOARD
FRAMED OPENING. PATCH
AND REPAIRAS REQUIRED.
MAKE READY FOR FUTURE
TENANTS PAINT
LINE OF NEW STEEL
COLUMN - SEE STRUCTURAL
AND FLOOR PLAN SHEET
ALO
4" 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
of
i
I�
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 PER
STRUCTURAL ENGINEERS
DRAWINGS
NEW REINFORCED 8"
CONCRETE BLOCK WITH 4"
STUCCO FINISH TO MATCH
EXISTING. GC SHALL PAINT
PER EXTERIOR FINISH
SCHEDULE. SEE ELEVATIONS
SHEETA4.0
--- — — — — — — — — — —
2
I A6.3
NEW REINFORCED
CONCRETE BEAM ABOVE
NEW STOREFRONT - SEE
STRUCTURAL FOR SIZES
AND REINFORCING
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
8" THICKENED EDGE
BENEATH NEW
STOREFRONT - SEE
STRUCTURAL FOR DETAILS.
CONTINUOUS "' EXPANSION
JOINT
NEW 4" REINFORCED
CONCRETE SIDEWALK. SEE
STRUCTURAL
�X \X \X,\\ \X/ �EXISTING` TFRMITE� \�V�XV�V �V �V�
� x / /A
A�� \�� \��A /�A /�A /X` /
NEW REINFORCED�MMM�/
CONCRETE WALL FOOTING.
SEE STRUCTURAL PLANS FOR /
SIZES AND REINFORCING •
DETAILS
+23' -6"
'TOWER
BEYOND
design, inc.
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
P R \�
okup
° c
rd:�:. cc
+ 17' -6"
TOP OF PARAPET design associate:
bFORD
+10' -11"
TOP OF LOUVERS
+9' -0"
OF STOREFRONT
+0' -0"
FINISHED FLOOR
ENLARGED SECTIONS
SCALE: 3/4" = V -0"
These plans and specifications are
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.
d'
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project history:
Q AS -BUILT COND. 11 -07 -14
0
project information:
date:
04/04/14
project number:
13 -20
sheet title:
Enlarged Section
sheet number
a6. 1
file:
a6.1- enlarged sections.dwg
CORRUGATED METAL ROOF DECK AS SPECIFIED BY
CORRUGATED METAL ROOF DECK AS SPECIFIED BY
STRUCTURAL ENGINEER OVER STEEL BAR JOISTS.
STRUCTURAL ENGINEER OVER STEEL BAR JOISTS.
GALV. METAL REGLET AND
PROVIDE LIGHTWEIGHT CONCRETE ROOFING WITH
PROVIDE LIGHTWEIGHT CONCRETE ROOFING WITH
4" STUCCO FINISH AT REAR --�
PARAPET CAP FLASHING
GAF PRODUCT APPROVED ROOF COVERING PER ROOF
GAF PRODUCT APPROVED ROOF COVERING PER ROOF
SIDE OF PARAPET TO MATCH
BEYOND - SEE ROOF PLAN
PLAN SHEET A3.0.
PLAN SHEET A3.0.
EXISTING. PAINT TO MATCH
FACADE
NOTE: LIGHTWEIGHT CONCRETE ROOFING TO BE
NOTE: LIGHTWEIGHT CONCRETE ROOFING TO BE
COMBINED WITH SPRAY -ON INSULATION BELOW
COMBINED WITH SPRAY -ON INSULATION BELOW
GALV. METAL CONTINUOUS —^
DECK401STS FORA COMBINED ROOF R -VALUE OF 30.
DECK401STS FORA COMBINED ROOF R -VALUE OF 19.
REGLET - SEE ROOF PLAN
FOR DETAILS
CONTINUOUS GALV. DRIP
+
EDGE - SEE ROOF PLAN A3.0
_
SLOPE 4" / FT MIN
ROOF DRAIN AND
__ - _ _ —
OVERFLOW DRAIN - SEE
—
ROOF PLAN SHEET A3.0
STEEL ANGLE WITH (2) PT 2X
CRICKET ROOF AT FRONT
MEMBER TO FASTEN DRIP
EDGE
AND CORNERS AS NEEDED
SLOPE" / FT MIN
z<
NEW GALV. 6" 16GA STEEL
STUDS SPACED AT 16" O.C.
1 �I
tau IG
-
WITH 4" CDX PLYWOOD
+
FASTENED PER STRUCTURAL
,
ENGINEERS DRAWINGS.
o
PROVIDE 90# FELT, METAL
„
LATH AND 4" STUCCO
FINISH. TEXTUREAND
R 19 PAPER BACKED
GIRDER TRUSS
BEYOND
_ -- --
COLOR TO MATCH
INSULATION BETWEEN
--
— — — --
--
EXISTING PARAPETS
STUDS
_
STEEL BAR J
ISTS AS
FASTEN TOP AND BOTT 6"
EXISTING PT 2X WOOD CAP
SPECIFIED B
STRUCTURAL
16GA RUNNERS PER
- FIELD VERIFY CONDITION
ENGINEER.
STRUCTURAL ENGINEER
AND REPAIR /REPLACE AS
REQUIRED
25 GA. METAL
LINE OF ROOF DRAIN PIPING.
COUNTERFLASHING
i
EXTEND GYPSUM BOARD
GC SHALL FIELD VERIFY
EXTEND GYPSUM BOARD
FINISHES MIN. 6" ABOVE
EXISTING TIE -IN AND ROUTE
FINISHES MIN. 6" ABOVE
FINISHED CEILING
FINISHED CEILING
�O
PROVIDE NEW 2 -PIECE
CONCEALED MANNER
REGLET COUNTERFLASHING
/,
EXISTING STEEL BARJOISTS
AND PRE -CAST CONCRETE
ROOF STRUCTURE TO
REMAIN - DO NOT DISTURB
EXISTING REINFORCED l
CONCRETE BLOCK WALL TO
REMAIN. "PEARLS" SIDE DO
NOT DISTURB EXISTING
INTERIOR FINISHES.
"MATTRESS FIRM" SIDE,
PROVIDE
71
25GA STEEL
CHANNELS AT 16" O.C.
WITH MIN. R4.1 FOIL BACKED
INSULATION BETWEEN,
FINISHED WITH J" GYPSUM
BOARD, TAPED AND
SANDED AND READY FOR
FUTURE TENANTS PAINT.
EXISTING REINF. INTERIOR —
FLOOR SLAB AND FINISHES
TO REMAIN - DO NOT
DISTURB
EXISTING WALL FOOTING
TO REMAIN - DO NOT
DISTURB
I
ACOUSTICAL 2X4 CEILING.
SEE SHEET A2.0 FOR DETAILS.
I
I
I
I
I
I
I
EXISTING GYPSUM BOARD
FRAMED OPENING. PATCH
AND REPAIRAS REQUIRED.
MAKE READY FOR FUTURE
TENANTS PAINT
I
LINE OF NEW STEEL
COLUMN - SEE STRUCTURAL
AND FLOOR PLAN SHEET
ALO
I
I
I
I
I
I
!"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
I
EXISTING TERMITE
NTROLLED
O
WELL - COMPACTED FILL
7�
ENLARGED SECTIONS
SCALE: 3/4" = V -0"
ACOUSTICAL 2X4 CEILING. -
SEE SHEET A2.0 FOR DETAILS.
FRAME OPENING WITH g' -
25GA. FURRING @ 16" O.C.
WITH F GYPSUM BOARD,
TAPED, SANDED, READY FOR
PAINT
EXISTING GYPSUM BOARD
FRAMED OPENING. PATCH
AND REPAIRAS REQUIRED.
MAKE READY FOR FUTURE
TENANTS PAINT
LINE OF NEW STEEL
COLUMN - SEE STRUCTURAL
AND FLOOR PLAN SHEET
ALO
4" 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
of
i
I�
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 PER
STRUCTURAL ENGINEERS
DRAWINGS
NEW REINFORCED 8"
CONCRETE BLOCK WITH 4"
STUCCO FINISH TO MATCH
EXISTING. GC SHALL PAINT
PER EXTERIOR FINISH
SCHEDULE. SEE ELEVATIONS
SHEETA4.0
--- — — — — — — — — — —
2
I A6.3
NEW REINFORCED
CONCRETE BEAM ABOVE
NEW STOREFRONT - SEE
STRUCTURAL FOR SIZES
AND REINFORCING
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
8" THICKENED EDGE
BENEATH NEW
STOREFRONT - SEE
STRUCTURAL FOR DETAILS.
CONTINUOUS "' EXPANSION
JOINT
NEW 4" REINFORCED
CONCRETE SIDEWALK. SEE
STRUCTURAL
�X \X \X,\\ \X/ �EXISTING` TFRMITE� \�V�XV�V �V �V�
� x / /A
A�� \�� \��A /�A /�A /X` /
NEW REINFORCED�MMM�/
CONCRETE WALL FOOTING.
SEE STRUCTURAL PLANS FOR /
SIZES AND REINFORCING •
DETAILS
+23' -6"
'TOWER
BEYOND
design, inc.
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
P R \�
okup
° c
rd:�:. cc
+ 17' -6"
TOP OF PARAPET design associate:
bFORD
+10' -11"
TOP OF LOUVERS
+9' -0"
OF STOREFRONT
+0' -0"
FINISHED FLOOR
ENLARGED SECTIONS
SCALE: 3/4" = V -0"
These plans and specifications are
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.
d'
r
M
M
J
U_
.
E E
L to
0� C G 'cc�
LL a� i
W O
OU)
o
C C6
.{.�+ O
CU
U
2_
07
� O X
U) 0
=NCi
^�^,, (n CO o
W CU ca
€ �€
c ._
� B
3
Q. o
project history:
Q AS -BUILT COND. 11 -07 -14
0
project information:
date:
04/04/14
project number:
13 -20
sheet title:
Enlarged Section
sheet number
a6. 1
file:
a6.1- enlarged sections.dwg