09-735-001FAI
NEW OPENING
PROVIDE OVERSIZED WASHER REINF 8'x8' CONCRETE SILL
REINF w/ 2 05 CONT' MID
EXISTING TIE BEAM
SEE ARCH PLAN NEW CONCRETE SILL
FOR T.O.B ELEY ELEY -I' -0'
EXISTING MASONRY
REINF TO REMAIN. a —
EXTEND 6' MIN INTO L
NEW CONCRETE SILL. • • % EXISTING CONCRETE
EXISTING FLOOR a SLAB TO REMAIN.
- 4\ SYSTEM TO REMAIN.
PROVIDE 02x20.1 STEEL CHANNEL TO EXISTING MASONRY /eXISTING IST FLOOR SLAB
INSIDE FACE OF EXISTING 8'x30' WALL TO REMAIN ELEv -0' -0'
CONCRETE TIE BEAM. ATTACHED w/ 5/8'
WEJ IT EXPANSION BOLTS a 30' o.c.
MINIMUM EMBEDMENT 4' INTO CONCRETE. \ \ / / \ \ / / \ \ / / \ \ / / \ \// / \ \ / \ \ //\
EXISTING 8'x30' \
CONCRETE TIE BEAM
TO REMAIN.
/ \ \ / \ \/\ / \\ \1EXI5TING CONCRETE, /
_EXISTING MASONRY �j / /� //� /�� /\ /FOOTING TO REMAIN. % /j.
WALL TO REMAIN \\ \ \\ \\ \ \\
NEW DOOR OPENING
PROVIDE NEW CONCRETE CAP
s SAME ELEVATION AS EXISTING
SLAB
W/ 8'x8' CAP
REINF w/ 2 05 CONT' MID
EXISTING CONCRETE
SLAB TO REMAIN.
EXISTING IST FLOOR SLAB
a T ELEY -0' -0'
G
• • 4.
XISTING MASONRY'
WALL TO REMAIN -
/x
�, \
TING REMAIIN.
TOP OF NEW OPENING SAW CUT 4 REMOVE EXISTING T
SEE ARCH PLAN MASONRY WALL 70 THE / \ / / \ / \ / \ / \ / \ / \ / \ \/ / \\\� \//�// \ / / \ //
FOR ELEY UNDERSIDE OF NEW OPENING. \\ \ \ \ \ \ \// \ \ \
NEW 6'x2'x5 /16P'
STEEL TUBE C.�Crt" ION 3 SC�" �ON
5ECTION
SCALE: I' ■ 1' -0' �,
EXISTING PROVIDE (2) 1/2' THK
\ CONCRETE COLUMN ER PLATE AT ?ACHED
TO ST
TO REMAIN. TO STEEL ANGLE w/ I/4'
FILLET WELD ALL AROUND.
EXISTING TIE BEAM
SEE ARCH PLAN
FOR T.O.B ELEv
SCALE:
SCALE:
EXISTING 8'x E
CONCRETE TIE SEAM
EXISTING TO REMAIN.
CONCRETE COLUMN
TO REMAIN. PROVIDE (2) 1/2' THK
STIFFNER PLATE ATTACHED
TO STEEL ANGLE w/ 1/4'
3 . 5' 3 ', ' 8'x19'xl/2'THK x12'LG STEEL ANGLE - - FILLET WELD ALL AROUND.
ATTACHED w/ (1) 1/2' 0IAM WEJ -IT EXP u
TYP. ANCHOR Bolt TO EXISTING CONCRETE w –
1/4 BEAM 4 (S) 1/2' DIAM WEJ -IT EXP ;p IL
ANCHOR BOLTS TO CONCRETE COLUMN, 01
4' PROVIDE C1140.1 STEEL CHANNEL TO \ EACH w/ 3.5' MIN EMBEDMENT _
INSIDE FACE OF EXISTING 8'x30' NEW 6x2 x5/16 ,
CONCRETE TIE BEAM. ATTACHED w/ 5/6' 4 STEEL TUBE ATTACHED
Q WEJ IT EXPANSION BOLTS 19 30'o.c. 0 PROVIDE (2)1/2' THK ;p TO STEEL ANGLE w/
MINIMUM EMBEDMENT 4' INTO CONCRETE. :t STIFFNER PLATE ATTACHED 1/4 FILLET WEILD ALL
/
TO STEEL ANGLE w/ 1/4' - – 6'XI9'XI/2'THK x12'LG STE
EXISTING 8'x30'
CONCRETE TIE BEAM
TO REMAIN.
—_F-X[.STIW-s MASONRY
\ WALL TO REMAIN.
\ SAW CUT 4 REMOVE EXISTING
MASONRY WALL TO THE
UNDERSIDE OF NEW OPENING.
\ NEW 6'x2'x5/16'
4 �
j STEEL TUBE ATTACHED
\\ TO STEEL ANGLE w/
1/4' FILLET WEILD ALL AROUND.
\\ 8'XI9'x1/2'THK xl2'LG STEEL PLATE
ANGLE ATTACHED w/ (1) 1/2' DIAM WEJ -IT
EXP ANC14OR BOLT TO EXISTING
CONCRETE BEAM 4 (8) i/2' DIAM WEJ -IT
EXP ANCHOR BOLTS TO CONCRETE
COLUMN, EACH w/ 3.5' MIN EMBEDMENT
SECTION 2
SCALE:
FILLET WELD ALL AROUND. ATTACHED w/ (1) 1/2' DI)
ANCHOR BOLT TO EXIS
EXISTING 8'x30' - BEAM 4 (8) 1/2' 0IAM Wp
4' 4' CONCRETE TIE BEAM ANCHOR BOLTS TO CO?
TO REMAIN. EACH w/ 3.5' MIN EMBE[
5ECTION A -A SECTION B -B
SCALE: P • l' -0' SCALE:
EXPANSION BOLTS TO BE WEJ -IT EXPANSION ANCHOR 5/8' DIA
!1/ 4' EMBEDMENT
ALL STEEL PLATES TO BE ASTM A36.
ALL SPECIFIED MATERIALS ABOVE TO BE EQUAL OR BETTER
1/4' FILLET WELD ALL AROUND FOR ALL CONNECTIONS.
(E10XX ELECTRODES CERTIFIED WELDERS ONLY).
Al I c=1 AT= 7/'f pl AT= ATTAM2 19=NTA Tel AS: II5=I n1=0 ilX :r -TWF%
EXISTING 8'x30' CONCRETE BEAM EXISTING 8'x30' CONCRETE BEAM
TO REMAIN. PROVIDE NEW TO REMAIN. PROVIDE NEW
STEEL CHANNEL C1240.1 ATTACHED TO BEAM EXISTING CONCRETE BEAM STEEL CHANNEL 02x20.11 ATTACHED TO BEAM
w/ 5/6' DIAM WEJ IT EXPANSION BOLTS a 30'o.c. TO REMAIN NO STEEL CHANNEL REQUIRED e tl -I.13 3EGTIDN w/ 518' DIAM WEJ IT EXPANSION BOLTS a 30'o.c.
- - . - - - - ._._. , ...._...__ _......,_. . �.._�.. ...._�.......
FIRST FLOOR BEAM ALTERATION PLAN (EAST SIDE)
0 4' 8' 16'
SCALE: 114"= V-0"
6' -0'
18' -1' L t 4' -3' I DOOR OPENING
SAW CUT 4 REMOVE EXISTING MASONRY
WALL FROM EXISTING FIRST FLOOR LEVEL
TO THE UNDERSIDE OF EXIST NG CONCRETE BEAM
m
O O1�ALT R \ E'AVALL F SLA LEVEl
R E�OF XIStI W
rERATION PLAN (EAST SIDE)
0 4' 8' 16'
1.r
SCALE: 114"= 1'-W
+51.16 PSF
+51.18 PSF
+31.18 PSF
+31.18 PSF
+31.16 PSF
-13.68 PSF
-6221 PSF
-6221 PSF
46221 PSF
-6221 PSF
V/
V/
� � _
12900 SW 128 Street, Suites .�0,1 '� � C ���
Job No.
5900 -09
rIAGlJ /1LVM. IMr1A%,1 rrnvvVrr,
TO MATCH EXIST.
-1'
SAW CUT 4 REMOVE EXISTING MASONRY
WALL FROM EXISTING FIRST FLOOR LEVEL
TO THE UNDERSIDE OF "TING CONCRETE BEAM
r. �
+31.18 PSF
EXIST
ND S
+51.18 PSF
-1'
SAW CUT 4 REMOVE EXISTING MASONRY
WALL FROM EXISTING FIRST FLOOR LEVEL
TO THE UNDERSIDE OF "TING CONCRETE BEAM
r. �
+31.18 PSF
+81.16 PW
+51.18 PSF
+51.18 PSF
+81.18 PSF
-6221 PSF
-6221 PSF
-6221 P5F
-6221 PSF
-13-66 PSF
V/
LMDER5IDE OF EXISTING CONCRETE MM AT EAST SIDE
ELEVATION (FIRST FLOOR ONLY) 4 REPLACE WITH
� � _
12900 SW 128 Street, Suites .�0,1 '� � C ���
Job No.
5900 -09
JlVttt rPCViVI -- JIVE \ - r111%J1,41 VL_r,JJ n11'1vVrry ow
FIXED ALUM. IMPACT NEW STORE FRONT FIXED ALUM. IMPACT MATCH EXIST.
GLASS WINDOW, TO FIXED ALUM. IMPACT GLASS GLASS WINDOW, TO
MATCH EXIST. DOORS, TO MATCH EXIST. MATCH EXIST.
EAST BUILDING ELEVATION WINDOW/DOOR PRESSURES
0 4' 8' 16'
SCALE: 114"= 1' -0"
14335 SW 120 street
Suite_ 214
Miami, Florida, 33186
phone # (305- 408 -4025)
fax # (305 -408 -4026)
email— emfengineering @bellsouth.n.
APPROVALS /REVISIONS
NOTES:
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lYaNiSbii"d J}
"NRIQUE L. FERNANDEZ P.E.
L. REG. # 21218
'ROJECT
OWNER CONTACT: OWNER TELEPHONE:
TABU GROUP 305- 669 -6281
SHEET TITLE:
5GOPE OF WORK:
Alex Kondra t & Associates, In
STRUCTURAL ENGINEERS
REMOVE EXISTING WINDOWS AND MAS"Y WALL TO
�R 70 REMAIN
Alex Kondrat – P.E. 58086 "C.A? I
# , #
LMDER5IDE OF EXISTING CONCRETE MM AT EAST SIDE
ELEVATION (FIRST FLOOR ONLY) 4 REPLACE WITH
� � _
12900 SW 128 Street, Suites .�0,1 '� � C ���
Job No.
5900 -09
Drawing No.
CRETE COLUMN TO REMAIN NEW STORE FRONT SYSTEM TO MATCH MOTWG
AT BUILDING NORTH ELEVATION
Miami, Florida 33186 ail, C. J : 9�
Fax.: 't3– 878 ` � :� �
$6) 0�
Drawn By.
Ph. 786 293 -2888 ,
` �+
AK
CRETE BEAM TO REMAIN .
.v
�1�= `
Dote:
8 -3 -09
OF
Scale:
AS NOTED
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