10-662 (2)-029Sn
PROPERTY LINE.
ALUMINUN RAILING, SUBMIT
SHOP DRAWING AND
CALCULATION SIGN 4
SEALED BY A FL. P.E.
FOR APPROBAL PRIOR
TO FABRICATION.
8"x8" CONC. CAP REIN.
WITH 2 5 CONT.
5 VERT. * 4811 c/c IN
BLOCK CELLS FILLED
WITH CONC. GROUT.
S GAGE JOINT REIN. * 16"
c/c, LADDER TYPE.
19
9 GRADE
WF-48, SEE SCHEDULE.
fll II lII—III
°
_ tl
. a
e d 4.
SECTION
SCALE : 3/4°° = 1'-0
" 5 _
. cr
w �
(2) 3/420 THREADED -
ROD,
L 1/2'x4'x5'x@'-8' LC
SHOP WELDED TO
STEEL CHANNEL AS
SHOWN.
t/4 •
VARIES
5EE AR-11 PLAN
t
to p
9
a 4 e
SECTION K�2
SCALE : 3/4" =_
%' o THRU
BOLTS * 12' c/G. 11-011 11-011 1'-0" MAX" AN \/[;=Itl 4" 4"
4.
4MAX.11 31r n
411iN 311
L.
I \II f 4-_-4T
i,
C 1245 CONT. CHANNEL,— EXISTING
EACH SIDE OF EXISTING CONC. T.B.
BEAM. TO REMAIN
NEW CONC. TIE COLUMN, SE
PLAN AND SCHEDULE.
2@'-fo" MAX.
E L_ E VAT I ON rE
SCALE :.3/4" = 1'-0" �5-5
CHANNEL REINFORCING
NOT SHOWN FOR CLARITY.
T.O. T. BEAM
DRILL -1 HOLES x 8DEEP a
EXISTING TIE BEAM TO
.4,
AND FILL WITH SIMPSON SET
REMAIN
ADHESIVE ANCHOR FOR 4p
OVERHEAD USE. d
01 X V-6' LONG DOWEL p
EXISTING MASONRY
AT CENTER OF PAR OF
BLOCK WALL TO REMAIN
5 BARS.
SAW -CUT EXISTING BLOCK
_
WALL AS SHOWN
a NEW OPENING.
—
NEW CONC. TIE BEAM,
SEE PLAN AND SCHEDULE.
W
03
1 01 DOWELS AT CENTER OF
Z
COLUMN (1 01 PER 2 5
®•
COLUMN VERT. REIN.)
.4
n
DRILL 1"o HOLES x8" DEEP a
TOP OF EXIST. FTG.
AND FILL WITH SIMPSON
SET ADHESIVE ANCHOR ..
DETAIL. �
LINE.
(2) %'o THRU —
BOLTS * 3' c%.
_CONC.
EACH WAY.
MASONRY COLUMN
AND 02 y
le DETAIL .r.
111211111
lam a
"inrsr►inrruO N
cunrrz �rrrrr�;
CONT.
PURLING •
1ruu�runrrwuro; • . WOOD SCREWS3xIV RAFTERS.
■� rr r ■
Cox PLYWOOD
ROW OF a ,
ALL SUPPORTS.
GRADE
EXIST. CONC. T. BEAM
TO REMAIN.
C 12x25 CONT.
1/4'x8'x0'-8' LONG STEEL _
PLATE GALVANIZED.
(3) %*# 'TWRU BOLTS
EACH ANGLE LEG.
QQNOT COUNTERSUIKK
BOLTS.
LUMBER SURFACES
MUST BE IN FULL
CONTACT.
4x12 NIP BEAM
DETAIL. e
NUVUE FLAT STRAP MODEL
NVRT24 WITH (14) lbd NAILS
TO RAFTER
Ix6 T. 4 G. SHEATHING WITH
(2)10d NAILS EACH SUPPORT.
FZ 3x10 R,�FR'
gx�ld
2�
5/8' o THRU BOLT ,
4x12 RIDGE
BEAM
DETAIL_ �
1V211
= r-@" g_g
'-XIST. CONC. T. BEAM
O REMAIN.
12x25 CONT.
DETAIL. D
n --- SCALE: 1V2'= 1'-0'
II I tt
C 12x25 CONT. — —
y'0 THRi BOLTS
* ' r/C
3/4' ¢
THRU BOLTS,
E1@
TOTAL
OF 4.
L t/4'x4'x5'x@'-@' LONG
NEW
CHIP
CONC. TIE COLUMN,
-OUT EXISTING T. BEAM AS
'
NEW CONC. TIE COLUMN,
REQUIRED,
LEAVE EXIST. REIN.
CHIP -OUT EXISTING T. BEAM AS
IN PLACE
AND EXTEND
REQUIRED, LEAVE EXIST. REINF.
COLUMN
REIN. UP TO TOP OF
IN PLACE AND EXTEND
TIE
BEAM.
COLUMN REIN. UP TO TOP OF
TIE BEAM.
C 12x25
CONT.
si8'0
THRU BOLTS * 12' G/G.
FLAN VIEW F
SCALE : 3/4" = 1°-0" 5-5
PLAN VIEW
�
SCALE: 3/4" = I'-@"
S
NEW CONC. SLAB REIN.
04 DOWELS x 2'-4" LONG
WITH 6"x6"-WIAxW1A W.W.M.ap
1211 c/c.
CONC. COLUMN TC-I,
EXISTING CONC. SLAB TO
SEE SCHEDULE
p a
REMAIN, SAW -CUT AS REQUIRED.
CHANNEL REINFORCING
NOT SHOWN FOR CLARITY.
a -----
r, TA. SLAB
EL. @'-@"
d
x- a
�x ,F x
x:
EL:
a
r
I T.O. T. BEAM
e
® _ 447
a
I I
_
DRILL INV O HOLES x 4" DEEP
.p.
I
p 4 1 AND FILL WITH SIMPSON SET
p
ADHESIVE ANCHOR
4-
4
p " VAPOR BARRIER (TYP.)
p
d
e
e
WELL COMPACTED FILL
T.O. EXIST.
DRILL ° t'o HOLES x f3' DEEP
d
"' EXISTING TIE BEAM TO
4p a
FOOTING
AND FILL WITH SIMPSON SET
REMAIN
A
` . 4EL
F,
ADHESIVE ANCHOR FOR
-
4
OVERHEAD USE.
d
4,,
a
F-4A, SEE SCHEDULE
+1 X 3'-6' LONG DOWELS AT
°
e
CENTER OF PAIR OF 5 BARS.
= a a
CHIP -OUT EXISTING FOOTING
4
SAW -CUT EXISTING BLOCK
1'-4"
AT F-4f� LOCATION, LEAVE
p
WALL AS SHOWN
EXISTING REIN. IN PLACE.
A
--
NEW CONC. TIE BEAM,
J
O, U
4
SEE PLAN AND SCHEDULE.
DETAIL'=
LONG EACH FTG
a .
,
BAR a �
p .
1 01 DOWELS AT CENTER OF
01
-
SCALE : 3/4 1 @"
S
COLUMN CI PER 2 5
a
COLUMN VERT. REIN.)
NEW WF-16, SEE
SCHEDULE. 04
TOP OF EXIST. FTG.
a ad = d a
• .
v 4.
DRILL 1"o HOLES x8" DEEP
:Q a
I
t
AND FILL WITH SIMPSON
.
t
SET ADHESIVE ANCHOR
DRILL 3/4110 HOLES x 6"
DEEP AND FILL WITH
SIMPSON SET ADHESIVE
DT�
I
ANCHOR
N.T.S. c _ rp
2 5 DOWELS x3'-@'
NEW TIE BEAM, SEE
PLAN AND SC 4EDU
WASHER CTYPJ.
HOOD BEAM CTYPJ
11000 CAPITEL, CUSTOM
AS SHOWN.
''HRI BOLT (TYPJ
THREADED ROD SHOP
)ED TO CAP PLATE
1 x511y-5,11 CAP
' x4l'Al" SHOP WELDED
AP PLATE AND (2) 3/4
BOLTS.
WOOD POST.
DRILL 3/4'# HOLES x 6'
DEEP 4 FILL WITH SIMPSON
SET ADHESIVE ANCHOR
FOR OVERHEAD USE.
EXIST. CONC. TB
04 DOWELS * 24, c/G.
DRILL °/a' o HOLES x 4'
DEEP 4 FILL WITH
SIMPSON SET EPDXY.
8'x8' CONC. STARTER COLUMN
REIN. WITH 1 *5 VERT.
I PROJECT I No. 10034.00
Kane Residence
6695 SW 69 Ave
South Miami, FL
OWNER
John and Ellie Kane
6695 SW 69 Ave
South Miami, FL
E .1.1
BIT SET 06/03/11
PERMIT SET 06/23/11
Pablo Corazzini I AR - 91716
EXIST. BLOCK WALL OR CONC. Luigi Vitalini AR -13513
i" `y COLUMN, V.I.F.
tt} a a
(2) 5 DOWEL
� 1
CITY OF SOUTH MI/-.,=�:
EXIST. CONC. FTG. BUILDING DEPT.
25DOWELS x3'-@'
a
UTRUCTURAL SECTIOV
a a a' —
NEW FOOTING, SEE PLAN L DRILL 3/4'o HOLES x6' DEEP
AND SCHEDULE AND FILL WITH SIMPSON SET
ANCHORING SYSTEM.
DETAILvitalini a 1
A R C H I E C T
SCALE: 3/4"- 1'-0" _ rJ
4 300 Aragon Avenue, Suite 330' Cor G e FL 33134
tel: 305.567. 602 IX53N 305.446.3197
www.vcmiami.co F tration AA2 654
U,
,%�'"`�"' ° FRANCISCO CUELLO JR. PE, NC.
` Consulting Civil/Structural Engineer
' •�. 141 ALHAMBRA CIRCLE SHEET
a .
r " • SUITE 200
r� • ' ; A �° �� CORAL GABLES, FL 33134
f
(305) 56'1-0125
RGci. No. 4008'i
x