14-952-016I
--; CONTINUOUS GALV. DRIP
EDGE - SEE ROOF PLAN A3.0
ML
STEEL ANGLE WITH (2) PT 2X
MEMBER TO FASTEN DRIP
EDGE.
•
..
TO •
DISTURB
ACOUSTICAL 2X4 CEILING.
SEE SHEET A2.0 FOR DETAILS,
EXISTING GYPSUM BOARD
FRAMED OPENING. PATCH
AND REPAIRAS REQUIRED.
MAKE READY FOR FUTURE
TENANTS PAINT
INE OF
COLUMN - SEE STRUCTURAL
AND FLOOR PLAN
0
" REINFORCED CONCRETE -
SLAB (PER STRUCTURAL
DETAILS) ON 6 MIL
VISQUEEN OVER TERMITE
CONTROLLED WELL
I COMPACTED FILL. SEE
I NOTES ON FLOOR PLAN
I FOR DETAILS AND
LOCATIONS
SLOPE 4° f FT MIN
s
i` • ■
ENLARGED SECTIONS
SCALE: 3/4" = V -0"
r-1— it n- 1— wwr-rnd —1 P'O I -/^'ll Ar —1r Herr nv
EXISTING WALL: FOOTING:=
TO REMAIN - DO NOT
DISTURB
TACHED
CONTINUOUS ATTACHED
TO EXISTING y • BEAM.
PROVIDE ROOF y `
y
•• DO NOT
1FISTURB
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
h %h" I h �%' � �N %' I
1
I
f
2
' A6.3
• yC
�•
PRODUCT APPROVED
♦• II IIh •RI . DI
iTOREFRONT BY ARCH —
ALUMINUM ORAPPROVED
EQUAL STOREFRONT
DETAJLS SHEET ..
+Z3° -6..
TOP OF ENTRY TO`A ER
BEYOND
de--Sigh, inn.
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
5e '....
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 GALV, 6" 16GA STEEL
STUDS SPACED AT 16" O.C.
WITH 2" CDX PLYWOOD
I
FASTENED PER STRUCTURAL
t
ENGINEERS DRAWINGS.
PROVIDE 90# FELT, METAL
co
LATH AND 4" STUCCO
J
FINISH. TEXTUREAND
COLOR TO MATCH
EXISTING PARAPETS
E •E
FASTEN TOP AND BOTT 6 "-
M
16GA RUNNERS PER
STRUCTURAL ENGINEER
25 GA. METAL
LL
COUNTERFLASHING
+
V) = 0
PROVIDE NEW 2 -PIECE
0
REGLET COUNTERFLASHING
•
..
TO •
DISTURB
ACOUSTICAL 2X4 CEILING.
SEE SHEET A2.0 FOR DETAILS,
EXISTING GYPSUM BOARD
FRAMED OPENING. PATCH
AND REPAIRAS REQUIRED.
MAKE READY FOR FUTURE
TENANTS PAINT
INE OF
COLUMN - SEE STRUCTURAL
AND FLOOR PLAN
0
" REINFORCED CONCRETE -
SLAB (PER STRUCTURAL
DETAILS) ON 6 MIL
VISQUEEN OVER TERMITE
CONTROLLED WELL
I COMPACTED FILL. SEE
I NOTES ON FLOOR PLAN
I FOR DETAILS AND
LOCATIONS
SLOPE 4° f FT MIN
s
i` • ■
ENLARGED SECTIONS
SCALE: 3/4" = V -0"
r-1— it n- 1— wwr-rnd —1 P'O I -/^'ll Ar —1r Herr nv
EXISTING WALL: FOOTING:=
TO REMAIN - DO NOT
DISTURB
TACHED
CONTINUOUS ATTACHED
TO EXISTING y • BEAM.
PROVIDE ROOF y `
y
•• DO NOT
1FISTURB
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
h %h" I h �%' � �N %' I
1
I
f
2
' A6.3
• yC
�•
PRODUCT APPROVED
♦• II IIh •RI . DI
iTOREFRONT BY ARCH —
ALUMINUM ORAPPROVED
EQUAL STOREFRONT
DETAJLS SHEET ..
+Z3° -6..
TOP OF ENTRY TO`A ER
BEYOND
de--Sigh, inn.
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
5e '....
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:
A
A
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project information:
date:
04/04/14
project number:
13 -20
sheet title:
Enlarged Section
sheet number:
a6- 1
file:
a6.1- enlarged sections.dwg
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project history:
A
A
L�
project information:
date:
04/04/14
project number:
13 -20
sheet title:
Enlarged Section
sheet number:
a6- 1
file:
a6.1- enlarged sections.dwg