05-226(2)-009STAIfR SECTION
scale 211- 1' -Q�"
CONGFRETE FTC.
(SEE STRUCTURAL)
CLAY BARREL TILE ROOF
OVER 30# FELT T.G. 6 6' O.G. ON 3/4'
CDX PLYWOOD SHEATHING NAILED
W/ 10d SHANK NAILS 9 6' O.C. TYP. AT EDGES AND
INTERIOR PANEL AND 6 4' OC. AT ENDS
5/8" PLYWOOD
SHEATHING
3'X3' -26 GA.
NAILED 4' O.�
OVERLAP 6' MIN.
METAL DRIP
1X6' Wp UBFASCIA ' - 0
ON 2'X4' BACKING
2" CONT 5GREEN
VENTS PRECAST
CONT MOULDING
12X12
SEE STRUCTURAL DRAWING—
FOR STRAPS
_ CONC. TIE BEAM 5EE---/
BEAM SCHEDULE FOR
' REINFORCEMENT
8
LIGHT TEXTURE
STUCCO FINISH
S" GONG. BLOCK WALL W/
#9 GA LADDER TYPE HORIZ.
REINF. EVERY OTHER
COURSE
ELEV.. N&VD. ELEV . p' -0'
FNISN FLOOR FNISN FLOOR
� ELEV. -2' -6'
FN1514 GRADE
h ELEV. VARIES
12
31
CLAY BARREL TILE ROOF
OVER 30# FELT T.G. 9 6' O.C. ON 3/4'
CDX PLYWOOD SHEATHING NAILED
W/ lmd SHANK NAILS 9 6' O.G. TYP. AT EDGES AND
INTERIOR PANEL AND 1@ 4' OC. AT ENDS
PRE -FAB WOOD TRUSSES
�— 6 24' O.C.
R =30 BATT INSULATION
` ► 5/S' DRYWALL CEILING ON
3 FURR. STRIPS -a 16' O.C.
2 -8d NAILS 'a EA. TRUSS
_ 1"x4' (P.T.) CONT. WD. FIRE STOP
a V-0" INTERVALS AND WHERE
CEILING MEETS WALL
CONC. TIE BEAM
SEE STRUGT
TOP OF FOOTNG
Q °e a
p a
v
ca
4
INSULATION R =4.1
WOOD BA5E
CONCRETE SLAB
SEE STRUGT.
1/2' EXPANSION JOIN
VAPOR BARRIER
J \\—CONC. FOOTING, SEE
STRUCTURAL DRAWINGS
ONE 5TOR� WALL SECTION
N.T.S.
1X4 CONT P.T.
NAILER
TOP OF TIE -BEAM
2'
N
_w-
4
}
z
N
I
NT
EN VENT
PRECAST CONT
MOULDING 12X12
8" CMU WALL —
STUCCO FINISH
�4 HORIZONTAL
RE INFORCEMENT
m SEE STRUGT.
2nd FINISH FLOOR
GONG. BEAM
SEE STRUGT.
S" CMU WALL W/
HORIZONTAL
RE INFORGEMENT
SEE STRUGT.
r /s" EXTERIOR
GRADE PLYWOOD
SHEATHING
112 PREFAB WOOD TRUSSES
3 e 24" O /C. PER MANUR
�\ APPROVED SHOP DWG's
INSULATION R =30
5 /s' DRYWALL TYPE 'X" CEILING ON 1X3
FURRING MTL CHANNELS a16" O/C
GONG. TIE BEAM
SEE STRUGT
1X4 P.T. CONT.
WOOD FIRE STOP
J/2" DRYWALL ON
1X2 PT WOOD
FURRING Q 16 "
O /G.
INSULATION R =4.1
CONCRETE SLAB
SEE STRUGT.
DWG'S
5/8' DRYWALL TYPE
'X" CEILING ON 1x3
MTL FURRING
CHANNELS e16" O/C
INSULATION R =4.1
Y' DRYWALL ON
1X2 PT WOOD
FURRING 16'
O /C.
STUCCO = WOOD BASE
FINISH � CONCRETE SLAB
/
/ / SEE STRUGT.
FINISH FLOOR ±m' -O'
FIN16H GRADE
1/2' EXPANSION JOINT
GONG. FOOTING.
5EE STRUGT. DWG
T�FICAL WALL SECTION
N.T.S
(:v' 79
v �
GEORGE E! PEON
ARCHITECTJ, A.I.A.
AR# 0007999
ARCHITECTURE
PLANNING
INTERIORS
4143 SW 74 Ct SUITE D
MIAMI, FL. 33155
PH. (305) 269 -9335
FAX. (305) 269 -9457
REVISIONS
CHECKED: G.E.P.
B Y
SCALE:
AS SHOWN.
JOB NUMBER:
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CHECKED: G.E.P.
DATE:
SCALE:
AS SHOWN.
JOB NUMBER:
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SHEETS
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