11-662REV-025At, TOP OF BEAM
EL. +S-0'
RAD
NEW GONG. TIE BEAM —
RE INF. NOT SHOWN
FOR CLARITY.
PROVIDE BLDG. PAPER
BETWEEN WOOD 4
CONCRETE.
�i I Illllllllll�ii' �II� ■IIIMr1 ;, ``��,, �� ._
\R
irl
=i
i • i'
i • •
L I/4'x4'xl' (L.L V.) EACH SIDE OF EACH
' AR OF RAFTER WITH (1) 3/4'0 SIMPSON
cq DGE ALL BOLTS, 5' EMBEDMENT AND
n ` 4) 3/4'4p THRU BOLTS AS SHOWN.
SAW -GUT AS 3
REQUIRED.
DETAIL �
N.T.S.
BW-I, SEE SCHEDULE.
.3x4 CONT. PURL INS w 24' c%
MAX. WITH (2) 12 GAGE x 5'
LONG FLAT HEAD WOOD
SCREWS EACH SUPPORT.
COX PLYWOOD SHEATHING
FULLY BLOCKED WITH 1Od
BAILS ! 4' c/c ALL
SUPPORTS.
Ix6 T. 4 G. SHEATHING WITH (2)
1Od NAILS EACH SUPPORT.
I
by
SCHEDULE.
3x6 WOOD RAFTERS �
0 24' c/c.
I
6x6 WOOD BEAM. I P
SEE DETAIL 0/5-5
FOR COLUMN CAPITEL
ATTACHMENT.
TYPE.
� 212'
1/2' EXPANSION JOINT MATERIAL. c f �►
.4 1/2' EXPANSION
cr JOINT MATERIAL.
' t
4' GONG. SLAB REIN.
WITH 6'xV - W1.4xW1.4 4' CONC. SLAB
WjL11M- REIN. WITH 6'xV I I
- WI 4xW1.4 W .UM-
I
III 4
I II-11 4 z . : : : d : :L.'
VAPOR BARRIER °
' II 1�1�� ICI �e
(TYP.) "'diI 1
WELL COMPACTEDro:
FILL. ��
I fi--- T I
L:p LA
WF-16, SEE SCHEDULE. 1
' 4
4
oil
4 I I Q
4
• Q. ° 4
SCALE : 3/4' = 1'-0'
DRILL 3/4' HOLES x6' DEEP
AND FILL WITH HILT[ HIT RE5OO
EPDXY PASTE TYPICAL EACH BAR
4XIST BLOCK
WALL �
�' _ n II -
TOP
v
e ` 1Ex 4' WIDE \,
BASE P_ '/2'x6'x6'
It tt
(2) 's/ 0 HEADED STUDS x $'
LONG. SHOP WELDED TO
BASE PLATE.
-S'xl2' CONC. THICKENED
EDGE REIN WIHT 2 +5
CONT., EXTEND Co' INTO
PILASTER EACH END,
OL T. O. FOOTING
3
WF-32 BEYOND
/ DRILL V4, HOLES x 6' DEEP
AND FILL WITH HILT HIT RE5OO
EPDXY FOR OVERHEAD USE
04 HOOKED DOWELS w 12'c/c
BOTTOM OF EXIST. BEAM
Vxt]2' CONC. HEADER
WITH 2 $5 BOTT.
EXTENDED MIN. S' INTO
BLOCK EACH END
ri•—
DRILL 3/4' 4,HOLES x 6' DEEP
AND FILL WITH HILT[ HIT RE5OO
EPDXY PASTE TYPICAL EACH BAR
LEVATIOff! 8
3/4' = 1'-0'
_ • i
4' CONC. SLAB
WITH 6'x6' - Wl
W.WM_
04 0 S' c/c AS SHOWN ALL
AROUND OF DOME, SEE
ARCHITECTURAL OWES. FOR
GONG LAYOUT.
r
S' CONC. WALL REIN
WITH 45 * S' c/c CENETER
EACH WAY.
R5-3 AND CONC. TIE
COL. TC-I BEYOND, SEE
PLAN AND SCHEDULE.
9
EXIST CONC, TIE BEAM
TO BE SAW -CUT AS
REQUIRED, SEE DETAIL .
)1O S4
I k
EXISTING MASONRY
WALL TO REMAIN. I
t 8
I A I
V
SECTION
SCALE: 3/4' - 1'-0`
SECTION �
SCALE : 3/4' V-0' S
i
• ii 1 I � i
i — i • i
_OL T. O. C. WALL
EL. +12'-2'
�a
i
:.. CIRCULAR SLAB AT
?EINF. WITH 04 o 6' C/c _
EACH WAY.
I
D1US SEE ARCH. DWGS. -----
I PRU= No.1WUW
c/c AS SHOWN ALL
OF I
?CTURAL DWGS. FOR I Kane ResidSEE ence
AYOUT. 6�p6��8�y5SW 69 Ave
Sot& Mle N, FL
,BEAM
+12'-2'
SEE SCHEDULE.
SILL
+3'-0'
e 24' C/c IN BLOCK
=ILLED WITH CONC.
JOINT REINF, I&' c%
;Z TYPE.
EE SCHEDULE.
FOOTING
TO MATCH EXIST.
`"'-aCiIJf L,SMUIION
''onU 3lY '
BIT SET OQIOQ,tt 1
PERMIT SET 05('23/11
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