07-69R-009S -TILES OVER 30# FELT
NAILED W/1 1/4" GALV. ROOFING NAILS
INTO 32 GUAGE GALV. 1 5/8" CAPS Q 6"
O.C. 0 LAPS & 12" O.C. IN THE FIELD OVER
5/8" C.D.X. PLYWOOD SHEATHING NAILED
W / #8 GALV. RING SHANK NAILS Q 5" O.C.
MIN. WIDTH FOR SHEATHING IS 18 ".
�3
1"x3" CEILING FURRING STRIPS I 1"X4" P.T. FIRE STOP
O 16" O.C. W /1/2" DRYWALL CONTINUOS HORIZ.
ON CEILING
EXISTING CONCRETE TIE
1 "X2" P.T. FURRING ® 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 /1-X4" P.T. BACKING
1 /2"X4" EXPANSION JOINT
CONT.
NEW CONCRETE SLAB TO MATCH
EXIST. W/ 6"X6 7,10/10 W.W.F.
ON 'NISQUEEN' VAPOR � _�.__...- ...._...�
BARRIER ON EXIST.
CONC. SLAB — — — — — —
EXIST. SLAB —• ��- � -._.
EXIST. COMPACT FILL —►
WD. TRUSSES ® 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 -EA. CORNER). TYP. BOTH
LAYER OF "U" BLOCK
3"X3"X26 GAUGE GALV. DRIP
NAILED is 4" O.C. W/1 1/4" GALV.
ROOFING NAILS.
1"X6" P.T. FINISH FASCIA
W 11"X3" P.T.
FELT BACKED WIRE LATH W/6-X24- SCREEN
0 96" O.C. & 2 COATS OF 5/8" STUCCO
ON SOFFIT. W/6-X24- SCREEN VENT ® 72" O.C.
EXISTING CONC. BLOCK WALL
(TO MATCH EXISTING)
K6 _1
FIfN`` GR
(110
A EXISTING WALL SECTION
- SCALE 3/4"
FILLER TRUSSES ® 24" O.C.
BY TRUSS MANUFACTURER
12
13
PRE -FAB ENGINEERED
TRUSSES ® 24" O.C.
SIMPSON STRONG -TIE NO. VTC2, NOA FL
134 ® MAX. 24" O.C., W/4 -1 Od
INTO HORIZONTAL MEMBER & 2 -10d
INTO 1- VERTICAL STIRRUP 3 -10d INTO
OTHER VERTICAL STIRRUP.
EXIST. TRUSS SYSTEM
6' WEDGE NAILED
TRUSS
W /2 -8d TOE NA' R BEVEL
CUT BOTTOM CHO OF FILLER
TRUSSES
CUT ACCESS
OPENING -
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 ® 6"
O.C. ® LAPS & 12" O.C. IN THE FIELD OVER
5/8" C.D.X. PLYWOOD SHEATHING NAILED
W / #8 GALV, RING SHANK NAILS 0 5" O.C.
MIN. WIDTH FOR SHEATHING IS 18 ".
PLYWOOD DE
PIGGY -BACK
SIMPSON STRONG -TIE TRUSS STRAP
8 "X22 1/2" 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. & 2 -2' -6" X 2' -6"
#5 BENT CORNERS EACH CORNER
OF T.B.
EXISTING CONC. BLOCK WALL
EXISTING F.F
WD. TRUSSES A 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 STRIP)
O 16" O.C. W/1/2" DRYWALL 1" X4 " P.T. FIRE STOP/
ON CEILING CONTINUOS HORIZ.
8"X12" CONC. T.B. W/4 - 15 CONT..
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
OF T.B.
1 "X2" P.T. FURRING ® 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/1-X4- P.T. BACKING
1/2-X4- EXPANSION JOINT
CONT.
NEW CONCRETE SLAB TO MATCH
EXIST. W/ 6"X6',10/10 W.W.F.
ON 'VISQUEETI' VAPOR
BARRIER ON EXIST.
CONC. SLAB
at
3"X3"X26 GAUGE GALV. DRIP
NAILED ® 4" O.C. W/1 1/4" GALV.
ROOFING NAILS.
I _ ( 1"X6" P.T. FINISH FASCIA
J W /1"X3" P.T.
I
FELT BACKED WIRE LATH W/6 "X24" SCREEN
® 96" O.C. & 2 COATS OF 5/8" STUCCO
I ON SOFFIT. W/6-X24- SCREEN VENT ® 72" O.C.
1
I FILLED CELL COL W11 #5
FROM FT'G TO TOP OF TIE
1 BEAM & W/1 #5 STEEL DOWEL
IN FT'G. 36" LONG BENT A
BOTTOM.
1
I 8" CONC. BLK. WALL W /MIN. #8 LADDER TYPE
HORIZONTAL O EVERY SECOND COURSE OF MASONRY.
I EXTENDED INTO TIE COLUMNS MIN. 4" EA. SIDE.
1 PROVIDE #5 ® 48" O.C. VERTICAL IN GROUTED CELLS
TYP. AND AS SHOWN ON PLAN
I
•
EW WALL SECTION
ALE 3/4"
z
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FIN GRADE
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u
REWD. (TYP.)
S -TILES OVER 30# FELT
NAILED W/1 1/4" GALV. ROOFING NAILS
INTO 32 GUAGE GALV. 1 5/8" CAPS RID 6"
O.C. ® LAPS & 12" O.C. IN THE FIELD OVER
5/8" C.D.X. PLYWOOD SHEATHING NAILED
W /#8 GALV. RING SHANK NAILS ® 5" O.C.
MIN. WIDTH FOR SHEATHING IS 18 ".
SIMPSON STRONG -TRUSS ANCHOR
Ir
META22, FL. NM FL1901
2 -2X8 P.T. WD.
TOP PLAT
5/8" CDX PLYWOOD SOFFIT
FASTENED TO 1"X3' FURRING
STRIPS AT 24" O.C. W /8d
NAILS AT 6" O.C. FINISHED
W /WIRE LATH & STUCCO.
FINISHED W/VARE LATH
AND STUCCO TO
MATCH EXIST. BOTH SIDES
e THICK CONCRETE
SLAB W/ 6"X6 ",10 110 W.W.F.
ON 'VLWUEEN' VAPOR
BARRIER ON 6' MIN. WELL
COMPACTED FILL
1
1
t:
I
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L
I
I
1
i
two
WOOD IN CONTACT W/
CONC TO BE WRAPED
IN ROOFING PAPER
12
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3"X3"X26 GAUGE GAIN. DRIP
NAILED ® 4" O.C. W/1 1/4" GALV.
ROOFING NAILS.
1"X6" P.T. FINISH FASCIA
W11 "X3" P.T.
FELT BACKED WIRE LATH W/6-X24- SCREEN
® 96" O.C. & 2 COATS OF 5/8" STUCCO
ON SOFFIT. W/6-X24- SCREEN VENT ® 72" O.C.
-- 8 "X37 3/4" CONC. T.B. W/8 - #5 CONT..
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
OF T.B.
FILLED CELL COL W/1#5
FROM FT'G TO TOP OF TIE
BEAM & W/1 #5 STEEL DOWEL
IN FVG. 36" LONG BENT
BOTTOM.
8" CONC. BLK. WALL W /MIN. 18 LADDER TYPE
HORIZONTAL A EVERY SECOND COURSE OF MASONRY.
EXTENDED INTO TIE COLUMNS MIN. 4" EA. SIDE.
PROVIDE #5 ® 48" O.C. VERTICAL IN GROUTED CELLS
TYP. AND AS SHOWN ON PLAN
FIN GRADE
16 "X12" CONC. FOOTING
-- "� W /2- #5 CONT.
MIN. CLEAR
REO'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 j
& 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.)
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JOB No. 0326
[TAD FILE: GUS
DATE: 12 -29 -03
S -3
REVISION
No.
DESCRIPTION
DATE:
ENTRANCE
7 -1 -0
6/7/0
3
/30/0
JOB No. 0326
[TAD FILE: GUS
DATE: 12 -29 -03
S -3