11-662REV-023® PROPERTY LINE.
8
— ALUMINUN RAILING, SUBMIT
SHOP DRAWING AND
CALCULATION SIGN 4
SEALED BY A FL. P.E. FOR
APPROBAL PRIOR TO
FABRICATION.
05 VERT. • 48' c/c IN
BLOCK CELLS FILLED
WITH GONG. GROUT,
SECTION
�
SCALE: 3/4' 1'-0' Cam'
CHANNEL REINFORCING
NOT SHOWN FOR CLARITY.
a.
DRILL 1'4 HOLES x 6' DEEP d .
FILL WITH SIMPSON SET
ADHESIVE ANCHOR FOR 4
OVERHEAD USE.
II■11 • i
w �
01 X 3'-6' LONG DOWEL EXISTING MASONRY
AT CENTER OF PAR OF
a BLOCK WALL TO REMAIN
z JL
5 BARS.
SAW -CUT EXISTING BLOCK
WALL AS SHOWN
NEW OPENING. *
u
0)
n
DRILL 1'4, HOLES x8' DEEP
AND FILL WITH SIMPSON
SET ADHESIVE ANCHOR.
— NEW CONC. TIE BEAM,
SEE PLAN AND SCHEDULE.
1 01 DOWELS AT CENTER OF
COLUMN (1 01 PER 2 5
COLUMN VERT. REINF,)
- - -- TOP OF EXIST. FTG.
SEE AP4CA. PLAN
S
I
I
t
I
c 2'-0'
1
:, — — 444-W,
I v e v • ! 0
i �l
I
I
SECTION A -A
I
1
I �
i
1 �
I
I
0
4 . .
- GRADE
d.
SECTION 2
SCALE: 3/4' = 1'-0' CJ
24'x24'x8' GONG. CAP
REtN. WITH 4 5 CEN
EACH WAY.
TER
• i i
Ca
F-4, SEE SCHEDULE
.
i •
rr■cs��
•
DETAIL �
SCALE. 3/4' = 1'-0' C
�
cr
;D 1
1 •r r
-.r
f, ♦
VAPOR BARRIER CTYPJ
WELL COMPACTED FILL
TFOOTIN ST.
OILEL. V.IF.
F-4A, SEE SCHEDULE
CHIP -OUT EXISTING FOOTING
AT F-4.0 LOCATION, LEAVE
EXISTING REINF. IN PLACE.
pAr
DETAIL �
SCALE: lsiz'= 1'-0'
3k8' 4 THRU
BOLTS +� 12' c/c.
2' 4' 1'-0' MAX.
r 4'
• - - A _ r
•
•ir -•
1'-0' MAX.
G \ PLAN VIEW
3' ro 3'
-;" 0
�i11 �► �► �► 4� I
C 12x25 CONT. CHANNEL EXISTING
EACH SIDE OF EXISTING GONG. T.B.
G BEAM. TO REMAIN
NEW GONG. TIE COLUMN, SEE
PLAN AND SCHEDULE.
20'-fo' MAX. L
E1....EVATION E
SCALE : 3/4' 1'-0'
CHANNEL REINFORCING
NOT SHOWN FOR CLARITY.
- —T T.O. T. BEAM
Q
DRILL 14, HOLES x V DEEP EXISTING TIE BEAM TO
FILL WITH SIMPSON SET REMAIN
ADHESIVE ANCHOR FOR
OVERHEAD USE. : d
as
01 X 3'-ra' LONG DOWELS AT
CENTER OF PAR OF 5 BARS.
4 ..®
A 6
5 DOWELS x 3'-0'
LONG EACH FTG.
BAR.
NEW WF-1Fi, SEE ---I
4 .�
.4
Od ..
d
4
.•° "
`a
4
DETAIL K
TOP OF EXIST. FTG.
DRILL 1'4, HOLES x8' DEEP
AND FILL WITH SIMPSON
SET ADHESIVE ANCHOR.
DRILL 3i4'0 HOLES x 6'
DEEP AND FILL WITH
SIMPSON SET ADHESIVE
ANCHOR.
4' 4'
SCALE: 3/4' 1'-0'
•
'• ��� it
• A
C 1245 CONT.
3ia' b THRU BOLTS
eI'c%.
L si4'x4'x5'x0'-0' LONG.
NEW GONG. TIE COLUMN,
CHIP -OUT EXISTING T. BEAM AS
REQUIRED, LEAVE EXIST. REINF.
IN PLACE AND EXTEND
COLUMN RE INF. UP TO TOP OF PERMIT SEr wt2m I
TIE BEAM. Q ctTYCOMMENT 07/27/11
001411tRJ011ON Wr 0gAt1�11
=XIST. C. T. BEAM
a REMAIN.
1245 CONT,
SCALE : 3/4' - 1'-0'
A.
"d
Q'
' d
°
'
°
®
00 THRLI BOLTS,
OTAL OF 4.
EW CONC. TIE COLUMN,
:HIP -OUT EXISTING T.[BEAM AS
!SQUIRED, LEAVE EXIST. REINF.
1 PLACE AND EXTEND
:OLUMN REIN. UP TO STOP OF
IE BEAM.
: 12x25 CONT.
�y'4 THRU BOLTS 0 12' c%.
4
ti
i
PAW CaazzW AR - 91716
DRILL 3/4'0 HOLES is 6'
DEEP 4 FILL WITH SIMPSON
SET ADHESIVE ANCHOR
FOR OVERHEAD USE.
ITS BU@(F L17- pp
�R- 1 &1
p7-.
STTRUCTUR,4L SECTION
—EXIST. CONC. TB
—04 DOWELS 24' c1c.
Lulu Vbm AR -13513
—DRILL si,3' 0 HOLES x 4'
DEEP 4 FILL WITH
SIMPSON SET EPDXY.
—8'x8' CONC. STARTER COLUMN
REIN. WITH 1 05 VERT.
4
—EXIST. BLOCK WALL OR GONG.
COLUMN, V.I.F.
—(2) 5 DOWEL
2 5 DOWELS x 3'-0' EXIST. GONG. FTC.�,%1/ii.{
4 4 Vlta�ltll"� o rpmazz .1. n
° {� AR C H I T E C T$
_ 300 MaWn X wm aft 3W r OWN tube. FL 33134
bt 306.I9d7.t M ( fast 305A46. 97 I
NEW FOOTING, SEE PLAN DRILL 3/4'0 HOLES xh' DEE'•w.oamFLRep�iaianAA2a0Qta64
AND SCHEDULE AND FILL WITH SIMPSON SET
ANCHORING SYSTEM.
DETAIL -�
SCALE; 3/4'= V-0• ` *
t,.�`` .'.,���,° FRANCISCa CUELLO JR. P.E., INC.
' Consulting Civil/Structural Engineer
t k a 141 SLIALW� PA 200 CRLLE SI$T NO.
•' ' •� 8 t CARAL CiAMES, FL 33134
c� (305) 5fol-0125
• < . EB. 0�06813
�, Reg. No.! 4008-1
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