14-925R-011_G\
a
STAI N LI
BOLTS I
EXISTIN
ISOLATE
ALUM 1 I`
NYLON
REGLET
A3.1
ELEVATION DETAIL
SCALE: 1 1/2" = V -0"
"' CONTINUOUS DRIP EDGE
4" 2' -2"
FASTEN TURNBUCKLE TO ALUMINUM
MOUNT WITH STAINLESS STEEL BOLT.
SEPARATE MATERIALS WITH NYLON
WASHER
H.S. ALUMINUM POWDERCOATED
ENTRY CANOPY. SUBMIT SHOP
DRAWINGS TO ARCHITECT AND
ENGINEER FOR REVIEW AND
APPROVALS. 7
PROVIDE RIBBED UNDERSIDE OF
CANOPY MADE FROM POWDER
COATED ALUMINUM IN SILVER.
STAINLESS STEEL TURNBUCKLES —
FASTENED TO CMU WALL WITH S.S.
PLATE AND BOLTS.
REGLET /STUCCO STOP. -
INTEGRATE INTO CANOPY
FINISHED ROOF SURFACE
0
PITCH 1/4 "/FT
5' -0"
CANOPY DETAIL
SCALE: 1 1/2" = V -0"
i
I
I' -0�"
2
UMINUM POWDERCOATED SILVER
:TIONS. SUBMIT SHOP DRAWINGS
)ARCHITECT AND ENGINEER FOR
VIEW AND APPROVALS.
PROVIDE PT 2X WOOD NAILER -
WITH 4" CDX PLYWOOD CAP,
SLOPED TO ROOF AREA. FINISH
CAP WITH GALV. METAL CAP
PAINTED TO MATCH FACADE
4" FINE SAND STUCCO FINISH ON —
METAL LATH AND 90# FELT OVER 4"
CDX PLYWOOD FASTENED TO 16GA.
6" STEEL STUDS SPACED AT 16" O.C.
SEE STRUCTURAL FOR CONNECTION
DETAILS. SEE ELEVATIONS FOR COLOR
FINISHES.
PATCH AND REPAIR STUCCO
REAR SIDE OF PARAPET AS
REQUIRED. PAINT TO
MATCH EXTERIOR FACADE
GALV. METAL CONTINUOUS
REGLET - SEE ROOF PLAN
FOR DETAILS
STEEL ANGLE TO SUPPORT -
DECK AT EXISTING WALL -
SEE STRUCTURAL
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 30.
GIRDER TRUSS BEYOND
STEEL BAR JOISTS AS
SPECIFIED BY STRUCTURAL
ENGINEER.
ACOUSTICAL 2X4
CEILING. SEESHEETA2.0
FOR DETAILS.
t
I�
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1
I
+23' -6"
TOP OF ENTRY TOWER
BEYOND
4
4" FINE SAND STUCCO FINISH ON
METAL LATH AND 90# FELT OVER 4"
CDX PLYWOOD FASTENED TO 16GA.
6" STEEL STUDS SPACED AT 16" O.C.
SEE STRUCTURAL FOR CONNECTION
DETAILS. SEE ELEVATIONS FOR COLOR
- - - -- - - - -- FINISHES.
TYP. �" REVEAL - SEE ELEVATIONS
NEW PT 2X WOOD MEMBER,
CONTINUOUS ATTACHED
TO EXISTING CAP BEAM.
- - - -- PROVIDE NEW CAP
FLASHING PER ROOF PLAN
S H EET A3.0
4 - EXISTING PARAPET CAP BEAM
TO REMAIN - DO NOT
DISTURB
EXISTING ROOF 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
DRIP EDGE
— — — — — — — — —
- 4 �
�— — — 2
I \
�— EXISTING REINFORCED
CONCRETE BEAM ACROSS
STOREFRONT OPENING TO
REMAIN - DO NOT DISTURB.
I 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.
TYPICAL �" VINYL REVEAL - SEE
ELEVATIONS FOR LOCATIONS
I
AFTER REMOVAL OF
EXISTING CONCRETE BLOCK
I KNEE WALL, CHIP AWAY
BLOCK BELOW SLAB
SURFACE AS NEEDED. POUR
CELL SOLID LEVEL TO
FINISHED FLOORAND
SMOOTH.
CONTINUOUS EXPANSION
JOINT
I
I �I
PITCH
%i %
/VA�j'
/\ /v\ \�\
EXISTING;VYAL��bO�)N�'` �V� VA` \ \ \ VA
'i/' /!/ /
/ \ /'
TO REMAIN C NCB V� V�� \
DISTURB , /� /A A
POP -UP SECTION
SCALE: 3/4" = V -0"
+10'-11"
TOP OF LOUVERS
TOP OF STOREFRONT
+0' -0"
FINISHED FLOOR
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
0
0
n
Cr
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t
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.
M
EXTEND GYPSUM BOARD —
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FINISHES MIN. 6" ABOVE
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FINISHED CEILING
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2
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AND SECTIONS
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PROVIDE CONTINUOUS TRENCH
GRATE AND DRAIN CHANNEL, PITCH
TO EACH SIDE AND RUN DRAIN
ALONG INSIDE OF FRAMED ENTRY
COLUMNS. ALL PIPING TO BE
CONCEALED FROM VIEW.
STAINLESS STEEL ANCHOR
BOLTS FASTENED TO
EXISTING CMU WALL.
ISOLATE SS BOLTS FROM
ALUMINUM FRAMING WITH
NYLON WASHERS.
" REINFORCED CONCRETE
SLAB (PER STRUCTURAL
DETAILS) ON 6 MIL
VISQUEEN OVER TERMITE
CONTROLLED WELL
8
COMPACTED FILL. SEE
NOTES ON FLOOR PLAN
FOR DETAILS AND
NEW STOREFRONT... SEE
PLANS AND SECTIONS
LOCATIONS
t
I�
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1
I
+23' -6"
TOP OF ENTRY TOWER
BEYOND
4
4" FINE SAND STUCCO FINISH ON
METAL LATH AND 90# FELT OVER 4"
CDX PLYWOOD FASTENED TO 16GA.
6" STEEL STUDS SPACED AT 16" O.C.
SEE STRUCTURAL FOR CONNECTION
DETAILS. SEE ELEVATIONS FOR COLOR
- - - -- - - - -- FINISHES.
TYP. �" REVEAL - SEE ELEVATIONS
NEW PT 2X WOOD MEMBER,
CONTINUOUS ATTACHED
TO EXISTING CAP BEAM.
- - - -- PROVIDE NEW CAP
FLASHING PER ROOF PLAN
S H EET A3.0
4 - EXISTING PARAPET CAP BEAM
TO REMAIN - DO NOT
DISTURB
EXISTING ROOF 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
DRIP EDGE
— — — — — — — — —
- 4 �
�— — — 2
I \
�— EXISTING REINFORCED
CONCRETE BEAM ACROSS
STOREFRONT OPENING TO
REMAIN - DO NOT DISTURB.
I 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.
TYPICAL �" VINYL REVEAL - SEE
ELEVATIONS FOR LOCATIONS
I
AFTER REMOVAL OF
EXISTING CONCRETE BLOCK
I KNEE WALL, CHIP AWAY
BLOCK BELOW SLAB
SURFACE AS NEEDED. POUR
CELL SOLID LEVEL TO
FINISHED FLOORAND
SMOOTH.
CONTINUOUS EXPANSION
JOINT
I
I �I
PITCH
%i %
/VA�j'
/\ /v\ \�\
EXISTING;VYAL��bO�)N�'` �V� VA` \ \ \ VA
'i/' /!/ /
/ \ /'
TO REMAIN C NCB V� V�� \
DISTURB , /� /A A
POP -UP SECTION
SCALE: 3/4" = V -0"
+10'-11"
TOP OF LOUVERS
TOP OF STOREFRONT
+0' -0"
FINISHED FLOOR
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
0
0
n
Cr
u
t
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:
A AS -BUILT COND. 11 -06 -14
Project information:
date: '
I 01/20/14
project number:
13 -20
sheet title:
Pop Up Section &
Typical Details
sheet number:
a6.3
file:
a6.3- exterior details.dwg
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Cn
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O X
U) Up
L �
V (D U)
Cl) CC) or-
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project history:
A AS -BUILT COND. 11 -06 -14
Project information:
date: '
I 01/20/14
project number:
13 -20
sheet title:
Pop Up Section &
Typical Details
sheet number:
a6.3
file:
a6.3- exterior details.dwg