14-952-015+171-611
FOP OF PARAPET
NEW PARAPET CAP FLASHING
- SEE TYPICAL DETAILS SHEET
A3.1
CONTINUOUS PT 2X
WOOD NAILER
REINFORCED CONCRETE
PARAPET BEAM - SEE
STRUCTURAL
NEW REINFORCED E:At)7&�F
CONCRETE TIE-BEAM ABOVE.
SEE STRUCTURAL
STEEL BAR JOISTS AS
SPECIFIED BY STRUCTURAL
ENGINEER.
NEW 8" REINFORCED
CONCRETE BLOCK WALL.
INTERIOR SIDE TO RECEIVE 8
25GA. STEEL STUDS SPACED
AT 16" O,C. WITH MIN. R4.1
FOIL BACK INSULATION
BETWEEN. FINISH WITH
GYPSUM BOARD, TAPED, ME
SANDED AND READY FOR
MATTRESS FIRMS PAINT
FINISHES.
sm
EXTERIOR SIDE TO RECEIVE Put r
4
STUCCO FINISH. TEXTURE
TO MATCH EXISTING
BUILDING STUCCO
EXTERIOR FINISH SCHEDULE
TEXTURE. PAINT PER
ON SHEET A4.0.
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- SEE TYPICAL DETAILS SHEET
A11
CONTINUOUS PT 2X
WOOD NAILER
4 4
STUCCO FINISH PAINTED TO 'STUCCO FINISH PAINTED TO
-I
MATCH FACADE MATCH FACADE
GALV. CONTINUOUS 2-PIECE GAF EVERGUARD FIELD
METAL REGLET - SEE TYPICAL FABRICATED EXPANSION JOINT
DETAILS SHEET A3.1 DETAIL
CORRUGATED METAL ROOF DECK AS SPECIFIED BY
STRUCTURAL ENGINEER OVER STEEL BAR JOISTS.
PROVIDE-UG-HTWEIGHT 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
'0
DECK/JOISTS 30
OISTS FORA COMBINED ROOF R-VALUE OF .
1/g Z-\ /--\ /-1 z--\ Z-\ /--\ /--\ "-
9*1� 11 #
FINISHES MIN. 6" ABOVE
FINISHED CEILING
NUMMM-11
INIM-171ARIM122625
IkIEW STEEL GI1iDEk. TRUSS
4'1'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
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i" STEEL COLUMN BEYOND.
�EE FLOr R PLAN A 1.0 AND
RAL PLANS FOR
DETAILS
RUN 58" GYPSUM BOARD TO
6" ABOVE FINISHED CEILING
♦
WROVII
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NOT DISTURB
EXISTING REINF.
CONCRETE BLOCK
ACOUSTICAL 2X4 -N-`
CEILING. SEE SHEET A2.0
FOR DETAILS,
EXISTING POURED
REINFORCED
CONCRETE BEAM
TIM0 k 101
4" REINFORCED CONCRETE
SLAB (PER STRUCTURAL
DETAILS) ON 6 MIL
VISQUEEN OVER TERMITE
(y)
CONTROLLED WELL
COMPACTED FILL. SEE
EXISTING INTERIOR
NOTES ON FLOOR PLAN
FLOOR SLAB. GC TO
FOR DETAILS AND
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PATCH AND REPAIR AS
LOCATIONS
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REQUIRED AND MAKE
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SCALE: 3/4" = 1 " -0"
29�ISTIIING PA.'f-,PET',WAP FVTT1
TO REMAIN - DO NOT
DISTURB
+231-61"
TOP OF ENTRY Tc-�Tim
BEYOND
-------- - - - - --
1
DRIP EDGE
—EXISTING STEEL BAR JOISTS
TO REMAIN - DO NOT EXISTING REINFORCED 8"
DISTURB CONCRETE BLOCK TO
RREMAIN. GC TO PATCH
AAND REPAIR EXTERIOR
STUCCO AND PAINT PER
EXTEND GYPSUM BOARD I EXTERIOR FINISH
r
FINISHES MIN. 6" ABOVE SCHEDULE. SEE 3
FINISHED CEILING ELEVATIONS SHEET A4.0
TOP OF CANOPY
--------------
+101-01,
RM
ENLARGED SECTIONS
SCALE: 3/4" = V-0"
N N
desicgn, inc.
p.o. box 14.2116
coral gables, florida
33114.2116
v. 305.443.3100
f 305.2593986
e. info@whadesign.com
architect of record:
William Arthur
License Number: 0012074
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. I
(y)
ILI&
LJ_
29�ISTIIING PA.'f-,PET',WAP FVTT1
TO REMAIN - DO NOT
DISTURB
+231-61"
TOP OF ENTRY Tc-�Tim
BEYOND
-------- - - - - --
1
DRIP EDGE
—EXISTING STEEL BAR JOISTS
TO REMAIN - DO NOT EXISTING REINFORCED 8"
DISTURB CONCRETE BLOCK TO
RREMAIN. GC TO PATCH
AAND REPAIR EXTERIOR
STUCCO AND PAINT PER
EXTEND GYPSUM BOARD I EXTERIOR FINISH
r
FINISHES MIN. 6" ABOVE SCHEDULE. SEE 3
FINISHED CEILING ELEVATIONS SHEET A4.0
TOP OF CANOPY
--------------
+101-01,
RM
ENLARGED SECTIONS
SCALE: 3/4" = V-0"
N N
desicgn, inc.
p.o. box 14.2116
coral gables, florida
33114.2116
v. 305.443.3100
f 305.2593986
e. info@whadesign.com
architect of record:
William Arthur
License Number: 0012074
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. I
sheet title:
Enlarged Section
sheet number:
a6.0
file:
a6.0-enlarged sections.dwg
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0
project history:
A
project information:
date:
04/04/14
project number:
13-20
sheet title:
Enlarged Section
sheet number:
a6.0
file:
a6.0-enlarged sections.dwg