07-685-028NEW MASONRY
INFILL. PROVIDE
4A I Annp*p REINF in 1r,*
EXISTING
WALL
9 GAUGE DOVE TAIL
ANCHORS ® 16"
ATTACHED WITH 1/4"
TAPCON SCREWS
1NG WALL
REINF.
FRAMING FOR CLOSING
EXISTING MASONRY
OPENING
r� .Y v
...............................
- --
EXISTING
............. ... :
NEW WINDOW
OPENING
0
OPENING
2
c")
.
ROOF TIE
,M
# 5 x 3' DOWELL DRILLED
IN 3/4" X 6" EPDXY FILLED HOLE
HILTI " HIT HY 150 "
REINFORCE END CELLS WITH
1 # 5 IN CONC. PEA -ROCK
F'c =2500 PSI
OPENING
DRILL # 5 X 3' DOWEL
6" INTO EXIST FTG.
IN A 1" DIA. HOLE
FILLED WITH EPDXY.
HILTI " HIT HY 150
7(IST FTG.
NOTE: BREAK MASONRY AS READ
TO PLACE REINF. & CONC.
PATCH ALL DAMAGED AREAS
WITH GROUT MIX.
WALL REINFORCING FOR NEW MASONRY OPENING
1. # 5 DRILLED INTO EXIST. SILL
WITH A 3/4" X 6" EPDXY FILLED
HOLE. HILTI "HIT HY 150
2. NEW CONCRETE SILL TO
MATCH EXISTING
3. NEW CONCRETE INFILL AS READ.
TO MATCH ADJACENT GEOMETRY
4. # 5 DOWEL ® 16" DILLED IN
3/4" X 6" EPDXY FILLED HOLE
HILTI "HIT HY 150 "
# 5 x 16" DOWEL
AT 12" & ENDS DRILLED
IN 3/4" X 6" EPDXY
FILLED HOLE. HILTI "HIT HY 150 "
EXIST. MASONRY 1 # 5 AT EACH SIDE
SEE DETAIL " A "
FOR REQUIREMENTS
NOTE: FOR DOORS SIMILAR, EXCEPT
FRAMING FOR SILL IS NOT REQUIRED
FRAMING FOR ENLARGING
EXISTING WINDOW & DOOR OPENING
I
.-- EXISTING CONCRETE BEAM
EXIST. MASONRY
FRAMING FOR NEW
WINDOW OPENING
PROVIDE 8" BRG.
SAW CUT WALL
AT EXTERIOR SIDE
1. # 5 DOWEL ® 16" DILLED IN
3/4" X 6" EPDXY FILLED HOLE
HILTI "HIT HY 150 "
2. NEW 8x8 CONCRETE SILL
WITH 2 #5
3. NEW CONCRETE INFILL AS READ.
FOR WINDOW GEOMETRY
PROVIDE 2 # 5
1 # 5 AT EACH SIDE
SEE DETAIL " A "
FOR REQUIREMENTS
I UU WALLJ
I
____......-- v— _._... -.....
.... .. .......... ..................
REMOVE MASONRY
WALLS
REMOVE LOAD BEARING
WOOD STUD WALL
REMOVE MASONRY
WALLS
DEMOLITION PLAN: GROUND FLOOR
rvieK�un nn►inn rrr
ALA
FRAMING FOR NEW
DOOR OPENING
PROVIDE 8" BRG.
1. # 5 DOWEL ® 16" DIU-ED IN
3/4" X 6" EPDXY FILLED HOLE
HILTI "HIT HY 150 "
2. NEW CONCRETE INFILL AS READ.
FOR WINDOW GEOMETRY
PROVIDE 2 # 5
I # 5 AT EACH SIDE
SEE DETAIL " A "
FOR REQUIREMENTS
BEARING WALLS
TO REMAIN
1 (1 / �..
t...,�.i:.�_..
i
z
O
T)
R/
a
SHEET
52
COMBINED ENGINEERING SCIENCES
CARLOS ENSENAT, PE 32566
CERTIFICATE OF AUTHORIZATION No, 9108
1214 SW 12 CT. �,1.� � ,I`=�'_•'
MIAMI, FL. 33135 �-` . ' • • . > #' '`
( 305) 856 -6345
v,� •• 0
,, •. RI
7
T
N
C?
R
T �
0
c")
LL
Q
C)
z
Q
CO O
VU
w
Wq-
�T
w�LL
U
O
Q -_
O
N
N
— =
Q C)
Q
cv
m U
�
- LL
�
m N
.-j
Q
�
00 O
m
Z
W
C,
z
O
T)
R/
a
SHEET
52
COMBINED ENGINEERING SCIENCES
CARLOS ENSENAT, PE 32566
CERTIFICATE OF AUTHORIZATION No, 9108
1214 SW 12 CT. �,1.� � ,I`=�'_•'
MIAMI, FL. 33135 �-` . ' • • . > #' '`
( 305) 856 -6345
v,� •• 0
,, •. RI
7
R
J
0
U._..
Q
_^
Q
z
N
0
7;
Ck
Q
Q
�
0
Qn
W
W
C,
r
W
>Z
W
Q
z
O
T)
R/
a
SHEET
52
COMBINED ENGINEERING SCIENCES
CARLOS ENSENAT, PE 32566
CERTIFICATE OF AUTHORIZATION No, 9108
1214 SW 12 CT. �,1.� � ,I`=�'_•'
MIAMI, FL. 33135 �-` . ' • • . > #' '`
( 305) 856 -6345
v,� •• 0
,, •. RI
7