04-1660(3)-0041
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L E F T E L E V A T I O N
SCALE: 1/4"= 1' -0"
10. ROOF TILE: ALTUSA CAPRI -BUFF FLASH
Q WINDOWS /DOORS: PGT —WHITE ESP ALUM.
gSTUCCO FINISH: ROUGHT TEXTURED — RICHMOND BISQUE 54.
4 TRIM FINISH: KEYSTONE BULL NOSE BAND.
50 WOOD FASCIA TRIM FINISH CHARLESTON BROWN 66 —PAINT FINISH.
NOTE:
ALL WINDOWS ARE
IMPACT RESISTANT
R I G H T E L E V A T I O N
SCALE: 1/4"= 1' -0"
5/8" CD EXT. GRADE (19/32)
WITH 10d NAILS O 4" O.C. AT
EAVES, 8d NAILS @ 6" O.C. AT
EDGE AND FIELD. #30 FELT
TIN CAPPED @6" O.C. #90
SLATED MOPPED AND DADE
COUNTY APPROVED BARREL
TILE (NAILED)
18" HOOK TO
TIE —BEAM
METAL DRIP 3" X 3"
26 GAUGE NAILED
4" O.C.
1" X 2"
P.T. WOOD
2' -0„
2" X 8" WOOD FASCIA
FASTENED WITH 2 #16d
NAILS EACH TRUSS
STUCCO ON SCFFIT
PROVIDE SCREEN VENT
4" WIDE X 24" LONG
EVERY 6' -0" O.C.
SOFFIT VENT. & INSECT
3609 S.F. /150 = 24.06 S.F.
5/8" STUCCO ON 8"
NOMINAL CONCRETE BLOCK
W / #8 DUROWALL 016" V.
EXTENDED 4" INTO TIE
COLUMN (TYPE TRUSS)
MORTAR TYPE "M" OR "S"
30" SPLICE
REINFORCED WITH 2 #5
CONTINUOS.
5/8" STUCCO ON 8"
NOMINAL CONCRETE BLOCK
W / #8 DUROWALL 016" V.
EXTENDED 4" INTO TIE
COLUMN (TYPE LADDER)
MORTAR TYPE "M" OR "S"
1/8" X 1" CHANNEL SHAPED
ANCHOR STEEL STRAP
WRAPPED OVER
EACH TRUSS /
WOOD TRUSSES @
24" O.C.
SEE MANUFACTURER
SHOP DRAWINGS
R: 30 INSULATION
�
12 BATT OR BLOWN —IN
5
TOP OF CONCRETE
TIE BEAM
AS PER 37 -6 ITEM #79 S.F.B.C.
PROVIDE 5/8" GYP. BOARD TYPE "X"
ON METAL FURRING @24" O.0
SPRAY FINISH.
1 " x 2" P.T. WOOD
FIRE STOP (TIP)
8" X 12" CONCRETE TIE BEAM
- WITH 4#5 CONT. AND 4 #3 TIES
TIES @ 12" O.C. AT CORNERS.
_ BAL. O 48" O.C., ADD 2 #5 X
5-0" LONG BENT AT CORNERS.
SHEAR OVER OPENING, #3
STIRRUPS @ 5" C.C.
1/2" DRYWALL ON 1" X 2"
P.T. WOOD FURRING
R -4.2 MIN. INSULATION
WOOD BASE
FOR FINISH FLOOR SEE
SCHEDULE ON DWG. A -1
ZCONCRETE SLAB
PLASTER
YWALL
1" X 4" P.T. WOOD
FIRE STOP AT 8' -0"
MAXIMUM
1/2" DRYWALL ON 1" X 2"
P.T. WOOD FURRING as
R -4.2 MIN. INSULATION °O
4" CONCRETE SLAB
W /6" X 6" -10/10 W.W.M.
ON MECHANICAL COMPACTED FILL
TO COMPLY WITH ASTM A -185
WOOD BASE
FOR FINISH FLOOR SEE
30" SPLICE SCHEDULE ON DWG. A 1
STANDARD HOOK I ,,
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cc •
FINISH GRADE
131 � 24" X 16" CONCRETE
MONOLITHIC FTG. WITH 3 #5
CONTINUOS (TYPICAL)
TYPICAL_ WALL_ SECTION 1
SCALE: 3/4" = 1' -0"
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1/2" DRYWALL ON 1" X 2"
P.T. WOOD FURRING as
R -4.2 MIN. INSULATION °O
4" CONCRETE SLAB
W /6" X 6" -10/10 W.W.M.
ON MECHANICAL COMPACTED FILL
TO COMPLY WITH ASTM A -185
WOOD BASE
FOR FINISH FLOOR SEE
30" SPLICE SCHEDULE ON DWG. A 1
STANDARD HOOK I ,,
�V _�_ x x �� x X x °.' x'
q �
2 v
co
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FINISH GRADE
131 � 24" X 16" CONCRETE
MONOLITHIC FTG. WITH 3 #5
CONTINUOS (TYPICAL)
TYPICAL_ WALL_ SECTION 1
SCALE: 3/4" = 1' -0"
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DRAWN BY:
J. N1. — K. C'.
BATE:
10 -24 -2004
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BATE:
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DRAWN BY:
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BATE:
10 -24 -2004
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