04-1517-042.43/4' (o "
I I
N
7n
L6 "x4'x5/16'x0' -8"
SHOP WELD TO CHANNEL
/
w 1,4 "
TOP OF EXISTING
CONIC. TIEBEAM
(3) 1 /4 "OxV TAPCONS
a
C 10 x 15.5 WITH 5/a' 4; THRU
EACH STRAP, REMOVE
BOLTS Q 18' c /c.
EXISTING ROOF FRAMING3
(4) 3/4'0 HILTI KWIK BOLTS
EACH END CORNER
PIGGY BACK TRUSSES
HURRICANE STRAP BY USP
MANUF. MODEL RTI&T 9
2' -0' c /c. W/ 4 -16d NAILS
EACH CONNECTION.
5 /a' CDX PLYWOOD
SHEATHING WITH 10d NAILS
Q4' c /c. ALL 5UPPORT5.
3/4'.r -0' S -5 ANCHORAGIE DEETAIL. 5-
SCALE : 3/4' = 1' - 0'
%' GDX PLYWOOD SHEATHING
W/ 10d NAILS a 4' c/c ALL SUPPORTS.
PREFABRICATED WOOD
TRUSSES is 24' c /c. PIGGY BACK TRUSSES,
SEE DETAIL B/5 -5
SHIM AS
REQUIRED.
2x4 HOR. BOTT. CHORD
BRACING 1D 4' -0' c /c.
(2) 1(od NAILS
CI9 xI5.5 CONT. WITH 3/0) THRU /
Bt�)LTB 6 18'c /c
i
EXISTING BLOCK WALL TO BE
REMOVED, DO NOT REMOVE WALL
UNTIL CHANNEL 15 IN PLACE, OTHERWISE
SHORE EXISTING ROOF.
5rEGtION
SCALE : 3/4' = 1' -0'
- - - - EL 48' -2'
EXISTING FRAMED ROOF TO REMAIN. T.O. TB
Il? WASHER 3116'x3 "x3'
EXISTING CONC. TIE BEAM
TO REMAIN
2
5 -5
EXISTING SHEATHING
TO REMAIN.
PROVIDE HURR. STRAP BY
USP MANUF. MODEL RT20T
WITH 6 -16d NAILS INTO TRUSS.
1
EXISTING ROOF FRAMING
- TO REMAIN
(3) -1/4' 0 x 2' LONG EXISTING TIE BEAM
TAPCON5 9 EACH STRAP,
REMOVE STUCCO WITHIN
STRAP. — - {-
TYPICAL i" t1551NG 5TRAF C
GONNrECTION DrETAIlr
SCALE: 3/4 '= 1' -0'
5 -5
3x6 J1
I /2 "x q'xI9 " CAP PL,
5T -1, SEE SCHEDUI
' ^) 1/4' W LAG BOLTS x10' DEEP
4GH 3x6 J016T
) 5/a' m THRU BOLTS
SECTION A -A
3/4" = 11 -0'
No' PLYWOOD SHEATHING WITH 10d
NAILS g 4" c /c. ALL SUPPORTS.
PIGGY BACK TRUSSES, SEE
DETAIL B /6-5
(2) 20d NAILS EACH
OUTRIGGER SUPPORT I
PREFAB. 6C188OR TRUSSES
Q 24'c /c
SHIM AS REQUIRED
L5'x31/2 "x1/4' CONT. WITH 5/a -
'm HILTI KWIK BOLTS Q
12"c/r- (4' MIN. EMBED.)
LONG LEG VERT.
BLOCK WALL REINF. '51.U-1%
SEE SCHEDULE, EXTEND
RE INF. TO TOP OF
PARAPET A8 SHOWN
'4' iE
f/2'0 LAG BOLT x 10'
EL +8'-2" LONG EACH 4x8
TOP OF TB BEAM
USP STRAP MODEL RT24 WITH 2x BLOCKING BETWEEN
(11) 106 NAILS EACH 3x6 J015T RAFTERS, PIT TIGHT
%s' C!DX 'PLYWOOD WITH 10d
NAILS s 4 "c /c ALL SUPPORTS
1x4 T. 4 G. SHEATHING
WITH (2) 10d NAILS EACH
SUPPORT ;
2t,2� -= =
3'
3
(3) 1 /4 "OxV TAPCONS
EACH STRAP, REMOVE
EXISTING ROOF FRAMING3
STUCCO WITHIN STRAP
TO REMAIN
VERIFY BOTT. OF HEADER ELEV.
NEW (2) 3x6 JOISTS
WITH ARCH. DRAWINGS AND DOOR
EQUALLY SPACED, SEE
MANUF.
ARCH. DRAWINGS
DRILL 1/2'0 x4' DEEP HOLES AND
FILL WITH EPDXY PASTE FOR
4x8 BEAM CONT. WITH %'0 THRU
OVERHEAD USE
BOLTS 'a 24'c /c (COUNTERSINK
2 05 CONT.
AND PLUG HOLES)
3T -2, SEE SCHEDULE BLOCK WALE
BEYOND
1/2' EXPANSION JOINT
MATERIAL
NEW 4' CONC. SLAB
REINF. WITH 6x6
W1.4xWIA W.W.M.
"3 DOWELS a 12'c /c
I 15 CONT.
/ EXISTING SLAB TO REMAIN
EEL +0'-Os
TOP OF SLAB
i
DRILL 1I '� HOLES x 4' DEEP
AND FILL WITH EPDXY GROUT
x -- % -- X �� lip --L— �� X� 7f_� X. ii �fc-:. ll�i_- 7i�-- X, —_ #�,ll
r
.1 • I l
I I
I I
I I L
3' MIN. CONC. COVER
NEW POOL _ EL
BY OTHERS I I TOP OF FOOTING
rrn
EXIST. FTG TO REMAIN � F -3(5), SEE SCHEDULE
FOR REINF.
(2) LISP. HURRICANE CLIPS MODEL
RT3 WITH 8 -6d NAILS EACH CLIP
3x8 FASCIA W/ (2)
4x2 OUTRIGGER5 20d NAILS EACH
16' c/c OUTRIGGER
• �} [-1x4 T. 4 G., SHEATHING WITH (2) Sd
NAILS EACH SUPPORT
2x8 P.T. CONT. WITH 1/2 -0 ANCHOR
BOLTS a 16'c%
2 S CONT'. ABOVE WALL
8' CONC_ (WALL REINF. WITH 04 9 8' EL +8'_2'
CENTER EACH WAY (CW -1) TO MATCH EXIST.
SHOP WELD USP STRAP MODEL TIE BEAM EL.
RT24 WIT" (11) 10d NAILS INTO TRUSS
2x BLOCIKING BETWEEN TRUSSES
I WITH 1/4'Ox4' TAPCONS 0 8'c /c
RT5-2, SEE SCHEDULE
I
TC -1, BEYOND
SECTION 3
SECtION
3/4" , 11 -0"
EXISTING BLOCK WALL
TO REMAIN (SEE PLAN)
�1
FRANCISCO CUELLO JR. P.E., INC.
Consulting GMI/Structural Ergireer
141 ALHAMBRA CIRCLE
SUITE 220
CCRAL GA8LE3, FL 33134
(3050 561 -00125
Reg. No. 40081
I
5 -5
n
BOTTOM OF EXIST. TB.
DRILL I' HOLES x 0' -8'
DEEP AT CENTER OF BEAM
FILL WITH EPDXY PASTE (FOR
OVERHEAD USE)
1 -+'1 DOWEL x 3' -8' LONG
CONCRETE COLUMN, SEE
SCHEDULE FOR REINF.
PROPOSED BLOCK WALL
DRILL 54' 0 HOLES x 4' DEEP
AND FILL WITH RAWL DOWEL
FAST EPDXY.
1 -+''1 DOWEL x 3' -8' LONG
04 DOWELS a 24" c /c.
TOP OF EXIST. FOOTING
DRILL 1" HOLES x 0' -8'
DEEP AT CENTER OF BEAM
FILL WITH EPDXY GROUT
DETAIL
D
5 -5
k
A R (-- H I T E C T S
4901 S.W.75th Avenue
Miami, Florida 33155
T 305.740.0554
F 305.740.5355
jrmainc@bellsouth.net
REVISIONS DATE
`N
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U
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Q
V)
W
U
0
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Q
06
70
L
C3
U
0r
.)raw ngs ana apecmcorons as insrrumenr or
service are and shall remain the property of
the Architect and shall remain the property
of the Architect whether the project for
which they were made is executed or not.
"hey are not to be used in any manner or
other projects or extensions to -his project
;xcept by agreement in writing and with the
opproffa'e compensation +o the Architect.
Reproduction of drawings an
specifcations without the writ +en consent of
the Architect is prohibited.
0
SEAL
(RESIDENCE
BY
EBBIE & JOHN LANG
941 SW 86 ST
OUTH MIAMI, FL. 33143
ONTACT: DEBBIE LANG
HONE: 305.665.2894
SCALE: TT4" -= T10
DATE: 10/04
DRAWN: CAP