07-69R-010S -TILES OVER 30# FELT
NAILED W/1 1/4" GALV. ROOFING NAILS
INTO 32 GUAGE GALV. 1 5/8" CAPS O 6"
O.C. O LAPS do 12" O.C. IN THE FIELD OVER
5/8" C.D.X. PLYWOOD SHEATHING NAILED
W / #8 GALV. RING SHANK NAILS O 5" O.C.
MIN. WIDTH FOR SHEATHING IS 18'.
12
�3
1 z3" CEILING FURRING STRIPS ? 1„X4" P.T. FIRE STOP
O 16" O.C. W/1/2" DRYWALL
ON CEILING CONTINUOS HORIZ. —
EXISTING CONCRETE TIE
17x2" P.T. FURRING O 16" O.C. W/1 /2"
DRYWALLS, W /R -5 INSULATION ON ALL
INTERIOR A/C BLOCK WALLS W /SPRAY -ON
CELLULOSE INSULATION,
1"X4" P.T. FIRE STOP
48" A.F.F. CONT. --'
WOOD COVER BASE
W /10X4" P.T. BACKING
1 /2"X4" EXPANSION JOINT
CONT.
NEW CONCRETE SLAB TO MATCH
EXIST. W/ 6"X6'.10110 W.W.F.
ON 'IER ON EN' VAPOR —\
BARRIER ON EXIST.
CONC. SLAB — — — — — —
EXIST. SLAB
EXIST. COMPACT FILL —�
WD. TRUSSES O 24" O.C. ANCHOR ON EA. ONE
BOTH ENDS W /HURRICANE APPROVED GALV. ANCHOR
EMBEDDED INTO 8"X 8" CONCRETE "U" BLOCK BEAM
W/2 #5 STEEL CORNER BARS 60" LONG
BENT IN THE MIDDLE (2 -FA CORNER). TYP. BOTH
LAYER OF "U" BLOCK
3"X3"X26 GAUGE GALV. DRIP
NAILED O 4" O.C. W/1 1/4" GALV.
ROOFING NAILS.
1"X6" P.T. FINISH FASCIA
W/1 "X3" P.T.
FELT BACKED WIRE LATH W/6-X24- SCREEN
O 96" O.C. do 2 COATS OF 5/8" STUCCO
ON SOFFIT. W /6"X24" SCREEN VENT O 72" O.C.
EXISTING CONC. BLOCK WALL
(TO WATCH EXISTING)
CONC. FOOTING
FIN GRADE
A EXISTING WALL SECTION
SCALE 3/4"
FILLER TRUSSES O 24" O.C.
BY TRUSS MANUFACTURER
12
13
PRE -FAB ENGINEERED
TRUSSES O 24" O.C.
SIMPSON STRONG -TIE N0. VEC2. NOA FL
134 O MAX. 24" O.C., W /4 -1Od
INTO HORIZONTAL MEMBER do 2 -10d
INTO 1- VERTICAL STIRRUP 3 -104 INTO
OTHER VERTICAL STIRRUP.
EXIST. TRUSS SYSTEM
6" WEDGE NAILED TRUSS
W /2 -8d TOE NAI R BEVEL
CUT BOTTOM CHO OF FILLER
TRUSSES
CUT ACCESS
OPENING -
PLYWOOD DE
PIGGY -BACK
EXISTING WALL SECTION
S- SCALE 3/4"
FIBERGLASS SHINGLES OVER 30# FELT
NAILED W/1 1/4" GALV. ROOFING NAILS
INTO 32 GUAGE GALV. 1 5/8" CAPS O 6"
O.C. O LAPS do 12" O.C. IN THE FIELD OVER
518" C.D.X. PLYWOOD SHEATHING NAILED
W / #8 GALV. RING SHANK NAILS O 5" O.C.
MIN. WIDTH FOR SHEATHING IS l8m.
SIMPSON STRONG -TIE TRUSS STRAP
H16, FL NO. FL1423
2X8 P.T. WOOD STUD
O 12' O.C.
EXISTING CONC. BLOCK WALL
WD. TRUSSES O 24" O.C. ANCHOR ON EA. ONE
BOTH ENDS W /HURRICANE APPROVED GALV. ANCHOR
EMBEDDED INTO 8"X 8" CONCRETE "U" BLOCK BEAM
12 W/2 #5 STEEL CORNER BARS 60" LONG
BENT IN THE MIDDLE (2 -EA. CORNER). TYP. BOTH
3 LAYER OF "U" BLOCK
1"x3" CEILING FURRING STRIPS 1 "X4" P.T. FIRE STOP
ON 10E1 CEILING W/1/2" DRYWALL CONTINUOS HORIZ.
87X12" CONC. T.B. W/4 - #5 CONT.. I
4 - #3 STIRRUP 12" C.C. AT EACH
CORNER BALANCE OF T.B. STIRRUPS
AT 4' -0'" C.C. & 2 -2' -6" X 2' -6"
#5 BENT CORNERS EACH CORNER I
OF T.B.
I
1"X2" P.T. FURRING O 16" O.C. W /1/2" 1
DRYWALLS. W /R -5 INSULATION ON ALL
INTERIOR A/C BLOCK WALLS W /SPRAY -ON
CELLULOSE INSULATION. I
1"X4" P.T. FIRE STOP
48" A.F.F. CONT.
WOOD COVER BASE
W/1-X4- P.T. BACKING
1/27W EXPANSION JOINT
CONT.
NEW CONCRETE SLAB TO MATCH
EXIST. W/ 6'X6',10110 W.W.F.
ON 'VISQUEEN' VAPOR
BARRIER ON EXIST.
AC'Kow�:�:i
EXIST. SLAB —►
EXIST. COMPACT FILL
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EXISTING F.F
3"X3"X26 GAUGE GALV. DRIP
NAILED O 4" O.C. W/1 1/4" GALV.
ROOFING NAILS.
17X6" P.T. FINISH FASCIA
W/1 -X3- P.T.
FELT BACKED WIRE LATH W/6 "X24" SCREEN
O 96" O.C. & 2 COATS OF 5/8" STUCCO
ON SOFFIT. W/6-X24" SCREEN VENT O 72" O.C.
FILLED CELL COL. W/1#5
FROM FT'G TO TOP OF TIE
BEAM do W/1 #5 STEEL DOWEL
IN FT'G. 36" LONG BENT O
BOTTOM.
I 8" CONC. BLK. WALL W /MIN. #8 LADDER TYPE
HORIZONTAL O EVERY SECOND COURSE OF MASONRY.
EXTENDED INTO TIE COLUMNS MIN. 4" EA. SIDE.
I PROVIDE #5 O 48" O.C. VERTICAL IN GROUTED CELLS
TYP. AND AS SHOWN ON PLAN
I
1
/B NEW WALL SECTION
-3 SCALE 3/4"
M O C
I-
7.
• 16'X12" CONC. FOOTING
W /2- /5 CONT.
MIN. CLEAR
REQ'D. (M.)
S -TILES OVER 30# FELT
NAILED W/1 1/4" GALV. ROOFING NAILS
INTO 32 GUAGE GALV. 1 5/8" CAPS O 6"
O.C. O LAPS do 12" O.C. IN THE FIELD OVER
5/8" C.D.X. PLYWOOD SHEATHING NAILED
W / #8 GALV. RING SHANK NAILS O 5" O.C.
MIN. WIDTH FOR SHEATHING IS 18 ".
2 -2X8 P.T. WD.
TOP PLAT
5/8" CDX PLYWOOD SOFFIT
FASTEDED TO 1"X3' FuRRING
STRIPS AT 24" O.C. W /8d
NAILS AT 6" O.C. FINISHED
W/WIRE LATH do STUCCO.
2X8 P.T. WD.
SASE PLAT
FINISHED W/WIRE LAIN
AND STUCCO TO
MATCH EXIST. BOTH SIDES
SIMPSON STRONG-T1E
WEDGE ANCHOR
Yi'111X6" LG. W�T do
WASHER O 1 O.C.
C THICK CONCRETE
SLAB W/ 6'X6 ",10 /10 1W.F.
ON NSQUEEN' VAPOR
BARRIER ON 6' MIN. WELL
COMPACTED FILL
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SIMPSON STRONG -TIE TRUSS STRAP
THA218, FL N0. FL474
12
__13
/� 3"X3"X26 GAUGE GALV. DRIP
/r NAILED O 4" O.C. W/1 1/4" GALV.
ROOFING NAILS.
1"X6" P.T. FINISH • FASCIA
,- " W/1 "X3" P.T.
FELT BACKED WIRE LATH W/6-X24' SCREEN
O 96" O.C. do 2 COATS OF $/8" STUCCO
ON SOFFIT. W /6"X24" SCREEN VENT O 72" O.C.
; 7
2X8 P.T. WOOD STUD
012' O.C.
— 8"X12" CONC. T.B. W/6 - #5 CONT..
4 - #3 STIRRUP 12" C.C. AT EACH
CORNER BALANCE OF T.B. STIRRUPS
AT 4' -0" C.C. do 2 -2' -6" X 2' -6"
#5 BENT CORNERS EACH CORNER
OF T.B.
FILLED CELL COL. W/1#5
FROM FT'G TO TOP OF TIE
BEAM do W/1 #5 STEEL DOWEL
IN FT'G. 36" LONG BENT O
BOTTOM.
8" CONC. BILK. WALL W /MIN. #8 LADDER TYPE
HORIZONTAL O EVERY SECOND COURSE OF MASONRY.
EXTENDED INTO TIE COLUMNS MIN. 4" EA. SIDE.
PROVIDE #5 O 48" O.C. VERTICAL IN GROUTED CELLS
TYP. AND AS SHOWN ON PLAN
z
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O
FIN GRADE
16'X12" CONC. F0011NG
W /2- #5 CONT.
MIN. CLEAR
REQ D. (TYP.)
HDP2X (SANIBEL) GALV. MTL. STRAP
NAILED W/ 2 -8d NAILS AT MEMBER
W/ 3- 3/16" DIAM. X 2 1/4- TAPCONS SCREWS
EA. LEG TO EXISTING TIE BEAM
EXISTING TIE BEAM
�STRAP DETAIL
S -3 SCALE NTS
8' -0" LONG MIN. 2 "x4" WD BRACES LAPPED
OVER A MIN. OF TWO TRUSSES 0 ENDS
& NAILED TO TRUSSES W/ A MIN. OF 3-
NAILS 0 EA. TRUSS. BRACE SHALL BE
INSTALLED 0 A MAX. OF 8' -0" O.C. ( TYP.)
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DATE: 12- 29 -OT -. v
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