07-69-011HDP2X (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
v�
EXISTING TIE BEAM
� STRAP DETAIL
S -3 SCALE NTS
12
I SEE ELEVATIONS
NEW 4" THICK CONCRETE —
SLAB W/ 6 "X6 ",10/10 W.W.F.
ON "VISQUEEN" VAPOR
BARRIER ON 6" MIN. WELL
COMPACTED FILL
7m, COMPACT FILL TO co
95% PROCTOR FIN GRADE
MAX. DENSITY IIII JIII I -IIII-
f� \ / 1 r\ T 1 • 1 /\ 1 • I • 1 1 /1 r- r\ T
SCALE
PREFAB. WD. TRUSSES, SEE
ROOF FRAMING PLAN ON
SHEET S -2
METAL STRAP,
SEE FRAMING, S -2
& DETAIL 1 ABOVE
EXISTING CONCRETE TIE BM.
EXISTING CONC. BLOCK WALL
EXISTING CONC. FOOTING
12
1 SEE ELEVATIONS
4" THICK CONCRETE
SLAB W/ 6 "X6 ",10/10 W.W.F.
ON "VISQUEEN" VAPOR
BARRIER ON 6" MIN. WELL
COMPACTED FILL
I.
COMPACT FILL TO
95% PROCTOR
MAX. DENSITY
PREFAB. WD. TRUSSES, SEE
ROOF FRAMING PLAN ON
SHEET S -2
METAL STRAP AND SEAT, SEE
ROOF FRAMING PLAN ON
SHEET S -2
2'' CANT. I 2' OVERHANG
NEW WALL SECTION
SCALE
3/4 "
8 "X12" MIN. CONCRETE TIE BM.
W/4 #5 W/ 4 #3 TIES 0 12' O.C.
AT CORNERS & 48" O.C.
ELSEWHERE
1 IN CONC. FILLED CELLS
0 f5'
A. SIDE OF OPENINGS
BETWEEN 3' & 8' FEET WIDTH
(TYPICAL)
NEW 8" CONC. BLOCK WALL W/
HOR. #10 LADDER TYPE JOINT
IN EVERY OTHER COURCE IN ALL
NEW EXTERIOR WALLS, TYP.
FIN GRADE
16 "X12" CONC. FOOTING
W /2— #5 CONT.
MIN. CLEAR
REQ'D. (TYP.)
EXISTING 8"
EXISTING 4"
BOTTOM CHORD TRUSS BRACING:
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 -8d
NAILS 0 EA. TRUSS. BRACE SHALL BE
INSTALLED 0 A MAX. OF 8' -0" O.C. ( TYP.)
�FTR/BM CONNECTION
S -1 SCALE 3/4"
DOWEL 6" #5 INTO
EXISTING CONC. BEAM
AND SET IN EPDXY
NEW CONC. BEAM
30" MIN. OVERLAP
NEW CONC. COLUMN
NEW 8" CONC. BLOCK WALL
NEW CONC. SLAB
30" MIN. OVERLAP
30" MIN. OVERLAP
NEW CONC. FOOTING
DOWEL 6" #5 INTO
EXISTING CONC. FOOTING.
USE NON— SHRINK GROUT.
EXISTING CONC. FOOTING
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REVISION
No. DESCRIPTION DATE:
JOB No. 0326
CAD FILE: GUS
DATE: 12 -29 -03
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