04-1517-0401/2'0 THRU 5OLT5
9 GAGE JOINT REINF.
a 16'c /c (LADDER TYPE)
112' EXPANSION JOINT MATERIAL
4' CONC. SLAB, REINF. WITH
6x6 - W1.4xW1.4 W.W.M.
'x x - x x-
11 1 -I 1 1 -I 11 -1
-I I I -I I I -I
VAPOR BARRIER =1I I —I �I I Illilll I I�
11 =1I1
WELL COMPACTED FILL
0-16, SEE SCHEDULE
FOR RE INF.
5ECTION I
SCALE : 3/4" = 1' - 0"
��S-4
2 *5 DOWELS x3' -0'
NEW GONG. TB, SEE PLANS
CDX PLYWOOD
SHEATHING WITH 10d
NAILS a 4'c /c ALL
SUPPORTS
USP STRAP MODEL
TAPLI�o WITH 11 -106
NAILS THRU STRAP
AND 6 -10d NAILS
THRU SEAT PLATE.
10d NAIL$ 6 4' c /c.
ix4 T. E G. SHEATHING WITH (2)
10d NAILS EACH SUPPORT
EL. +s' -2'
TOP OF CONIC. BEAM
TO MATCH EXIST.
2x P.T. BLOCKING
BETWEEN OUTRIGGERS/TRU55E6
(TYP.)
RTB -2, SEE
SCHEDULE
i5 'x5' SAW CUT GLEANOUT5 AT
BOTT. COURSE AND 4' -0'c /c
VERT.
TOP OF SLAB
EL. 0'-0'
UJ
U
r
TOP OF NEW FOOTING
EL. TO MATCH EXISTING
- DRILL 3/4'0 HOLES x 41/2'
DEEP 4 FILL W/ EPDXY
GROUT.
TOP OF tB
EL. TO MATCH EXIST.
EXIST. GONG. T8.
II
*3 DOWELS m 24' c /c.
- El
NEW BLOCK WALL--z"
ALL -- - = =J
DRILL 1/2' 0 HOLES x 4"
DEEP 4 FILL W/ EPDXY
GROUT.
TC -1, SEE SCHEDULE. --
2 *5 DOWELS x 3' -0"
NEW GONG. FTG.,
SEE PLANS -�
DETAIL
EXIST BLOCK
WALL
DRILL 3/4'0 HOLES x 41/2'
DEEP 4 FILL. WITH
EPDXY GROUT
EXIST. GONG. FTG.
NEW FTG. EXIST. FTG.
SCALE: 3/4'= 1' -0'
f
EL. +8' -2'
TOP OF CONC. BEAM
TO MATCH EXIST.
HURRICANE STRAP BY USP —
MANUF., SEE ROOF FRAMING
PLAN
STANDARD HOOK
*5 VERT. IN BLOCK CELLS —
FILLED WITH GONG. GROUT,
SEE PLANS FOR LOCATION
S' GONG. BLOCK WITH 9 GAGE
JOINT REINF. a 16' c/c
(LADDER TYPE)
4' CONIC. 5L
6x6 - W1.4xW1.
EL. 01.0"
TOP OF SLAB
VAPOR BAR
WELL COMPA
1/2'0 THRU BOLTS
PREFABRICATED WOOD
TRUSSES ® 24' c/a
5 /8' CDX PLYWOOD
SHEATHING WITH 10d NAILS
9 4' c/c ALL SUPPORTS
10d NAILS ,0 4' c/c
IN
EXPANSION JOINT
AB, REINF. WITH
4 W.W.M.
�= X X X X
III IT_I "III IT_I
BIER -III- I -III -I
IIIIIIIII� III
CTED FILL I —III_ III
UJF -16, SEE SCHEDULE -
FOR RE INF.
SECTION
SCALE : 3/4' = 1' - 0'
EXIST. WINDOUW DOOR
OPEN NG
9 GAGE JOINT REINF.,
TRUSS TYPE AT EVERY
SECOND COURSE.
\--2x FASCIA
CONTINUOUS WITH
(2) 20d NAILS
EACH TRUSS
PROVIDE 2x P.T. BLOCKING
BETWEEN TRUSS
LONG. TIE BEAM,
SEE SCHEDULE
FOR RE INF.
PROVIDE 1 5' x 5' SAW -CUTS
CLEAN -OUTS AT 4' -O' c/c EACH
VERT. BAR.
u
—III =1 -1
ICI �
22 GAGE CORRUGATE
DOVETAIL ANCHORS
EVERY SECOND COURSE
CONNECT EACH ANCHOR
TO EXISTING WALL WITH
(2) 3/16' x 2' TAPCON5
2
5 -4
CDX PLYWOOD
5.4EATHIN6 W,TH
10d NAILS -a 4' cic
ALL 5U°P: RTe
(2) 20d NAILS EACH
SUPPORT
i 4&%ile
DOUBLE 2x4 GROSS
BRACING g 4' -0'c /c
(2) 20d NAILS (TYP.)
(2) USP. HURRICANE CLIP$ MODEL
RT3 WITH 8 -Sd NAILS EACH CLIP
3x8 FASCIA W/ (2)
4x2 OUTRIGGERS �20d NAILS EACH
g 16' c/c OUTRIGGER
1x4 T. 4 G. SHEATHING WITH (2) 8d
NAILS EACH SUPPORT
2x8 P.T. CONT. WITH 1/2'0 ANCHOR
8OLT5 Q 16'c /c
I
2 *5 CONT. ABOVE WALL
8' CONC. WALL REINF. WITH *4 0 8' EL, +8' -2'
CENTER EACH WAY (CW -I) TOP OF CONC. BEAM
TO MATCH EXIST.
I
R5-2, SEE SCHEDULE
TG -I, BEYOND
I
8'x8' SILL REINF. WITH 2 *5
1 *5 VERT. g 46'c /c IN BLOCK
GELLS FILLED WITH GONG.
1/2' EXPANSION JOINT GROUT, EXTEND TO GONG. WALL
MATERIAL II ABOVE
I EL. 0' -0'
x x x X— X_ x— x,
II TOP OF CONC. SLAB
II SPLICE
VAPOR BARRIER I _ ,
N 4 I it
NEW CONIC. SLAB REINF
I - WITH 6x6 -W1.4x 1.4 W.W.M. -- - -
W -
i
• WF -16, SEE SCHEDULE
SECTION
SCALE : 3/4' 1' - 0'
c� OF COLUMN OF COLUMN
2; PROVIDE (2) BOLTS AT EACH END !2,
6 _ 6
5/8' 0 HILT[ KWIK BOLTS.
SPACED 12'c /c
_ — Q
'-
lE 5/8' x 10' CONT. EACH SIDE
WITH 5/g' 0 HILTI KWIK BOLTS
12' c/a 12
12'
EE PIL 5 EE PLAN '
NEW TIE COL. REINF. NOT
SHOWN FOR CLARITY.
VERIFY IN FIELD
,�, DETAIL...
�
DETAIL..
C
�_� SCALE: 3/4'= 1' -0'
%' _�
3/4'= 1' -0'
S_LI.
3
5 -4
NOTE: THE EPDXY PASTE
MUST BE FOR
OVERHEAD USE
SAW CUT OUTSIE FACE OF
BLOCK AS SHOWN IN
ORDER TO CREATE A
CONT. CELL AS SHOWN.
- BOTTOM OF EXIST. TIE BM.
DRILL 3/4' HOLES x41/2' DEEP
AND FILL WITH EPDXY PASTE
TYPICAL EACH BAR.
1 -*5 DOWEL x3' -0' LONG
1 *5 IN BLOCK CELL FILLED
WITH 3000 PSI PUMP MIX.
DETAIL
SCALE: 3/4'= 1' -0'
DOWEL x3' -0' LONG
OF EXISTING FOOTING
DRILL 3/4'0 HOLES x41/2' DEEP
AND FILL WITH EPDXY GROUT
TYPICAL EACH BAR
FRANCISCO CUELLO JR. P.E., INC.
Consulting Civil /Structural E:nginesr
141 AL�44M5RA CIRCLE
SUITE 220
CCRAL GABLE5, FL 33134
C305� 5ro1 -0125
Rea. No. 40087
A R C HIT E(—TS
4901 S.W.75th Avenue
Miami, Florida 33155
T 305,740.0554
F 305.740.5355
jrmainc @belisouth.net
REVISIONS DATE
-1--�(
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craw ngs Una ape- Tlcanons as Insrrumenr or
service are and shall remain the property of
he Architect and shall remain the pro
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 ogreement'n writing and with the
oppropria`e compensation 'a the Architect.
Reproduction of drawings an
specifcations without the written consent of
the Architect's proh7bited.
O
I SEAL
(RESIDENCE
EBBIE & JOHN LANG
941 SW 86 ST
SOUTH MIAMI, FL. 33143
ONTACT: DEBBIE LANG
PHONE: 2 4
( T4� T -0
DATE: 10/04 �
ID RAW N: CAP
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� +tit � •
/y
e`
L •
Fr
C•� C
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F
DOWEL x3' -0' LONG
OF EXISTING FOOTING
DRILL 3/4'0 HOLES x41/2' DEEP
AND FILL WITH EPDXY GROUT
TYPICAL EACH BAR
FRANCISCO CUELLO JR. P.E., INC.
Consulting Civil /Structural E:nginesr
141 AL�44M5RA CIRCLE
SUITE 220
CCRAL GABLE5, FL 33134
C305� 5ro1 -0125
Rea. No. 40087
A R C HIT E(—TS
4901 S.W.75th Avenue
Miami, Florida 33155
T 305,740.0554
F 305.740.5355
jrmainc @belisouth.net
REVISIONS DATE
-1--�(
U
L
nV)
W
-}—
U
0
V)
Q
n�
W
L
U
craw ngs Una ape- Tlcanons as Insrrumenr or
service are and shall remain the property of
he Architect and shall remain the pro
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 ogreement'n writing and with the
oppropria`e compensation 'a the Architect.
Reproduction of drawings an
specifcations without the written consent of
the Architect's proh7bited.
O
I SEAL
(RESIDENCE
EBBIE & JOHN LANG
941 SW 86 ST
SOUTH MIAMI, FL. 33143
ONTACT: DEBBIE LANG
PHONE: 2 4
( T4� T -0
DATE: 10/04 �
ID RAW N: CAP