12-591R-003BEAM SCHEDULE
I 2 4
TOP.
ELEV.
�
7
9 I
10 I
I
13
14
41
N0.
TYPE
SPACING EA EN
RB -1
+9'- 0 -1/2"
1 E'X1E"
2� 5
2� 5
2 � 5 CONT
MONOLITHIC
3
�
7 -1/2"
BEAM SCHEDULE
MARK
TOP.
ELEV.
SIZE
VV x H
REINFORCING
TIES OR STIRRUP
REMARKS
g
»
T
» »
C
» „
E
D
„ »
I �A.FACE
N0.
TYPE
SPACING EA EN
RB -1
+9'- 0 -1/2"
1 E'X1E"
2� 5
2� 5
2 � 5 CONT
MONOLITHIC
3
�
7 -1/2"
6 5
RB -2
+9'- 0 -1/2"
6'X24"
2� 5
2� 5
4� 5
4� 5
3
�
7 -1/2"
4� 6
4� 6
SEE SECTIONS
1/S -3
TE.
CONT.X 6" X 16" MIN.
3 � 5
—
-
THICKENED EDGE
1 B -1
6'X20"
2� 6
2� 5
3
1 B -2
+1' --4"
6'X20"
� 6
2 � 5
3
*PUCE IN TWO DYERS
1B -3
MATCH EXIST.SLA
6'X14"
2 � 5
2 � 5
3
6"
TB -1
+9'- 0 -1/2"
1 6 "x12"
2�5
CONT.
2�5
CONT.
3
�
4 � 12" � CORNERS,
BAL. � 46
DROP OVER OPN'G, ADD 2 5 BOTTOM.
WHEN DEPTH EXCEEDS 36" ADD �4 ®12"
I BARS EA. FACE
PROVIDE 2 � 5 BENT AT .CORNERS W/ 2 LEGS
OF 30" LONG EACH
COLUMN. SCHEDULE
REINFORCEMENT
MARK SIZE REMARKS
VERTICAL .CLOSED TIES
„ SEE TYPICAL STAR R
SC 6 X 6 4� 4 �3 ®6 COLUMN DETAIL.
TC 6,. X 12" 4 � 5 �3 C� 6"
1
1
(',") � 5 � 46 ", U.O.N.
AR
IIvG
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DRAWN .Y: ISSUE DATE;
D. FRIAS 03 -20 -12
PROJECT N0. SCALE:
12467
ARCHITECT OR ENGINEER OF RECORD:
oOR�GE S. AZZE
DRAWING NQ
SHEET OF
1/2' JOINT,
W /SEALAN s••• - ..... ... ....
II�
•
•
• ♦ •
s
•
STEEL COL. (SEE SCHEDULE) •••• •••.. • ....
(REINF NOT SHOWN I I FILLED SOLID W/ CONC. tu 3116' III EL, SEE PLAN
k -k -L-
4 k+- k+- k +kk +k+�k ps
_ I —I I— 1 1/2' \ 1 1 / 1 1/2' , —WEEP HOLES M
M VAPOR BARRIER 31 1 I 1 131
BASE PLATE (SEE SCHEDULE) Sao" Flawsk
1 NON- SHRINK GROUT AS REQ'D
A_ _A,_ -A "-' -A, ^ 4 -.n& -"-' J
ENCASE COL. IN
CONC. BELOW SLAB EL. SEE PLAN 11
AS SHOWN
s -- --� — — SEE SGNED FOR TOP
SEE SOIL STATEMENT BARS IF APPLICABLE
4- 3141DIA. WEDGE ANCH.
'C' BARS (TOP OVER EACH SUPPORT) WHERE BARS DIFFER IN TWO BOLTS X a' LONG
L ADJACENT SPANS AT A COMMON SUPPORT, THE LARGER BARS — FTG., SEE PLAN AND L
PROVIDE 24 BAR DIA. MIN
SCHEDULED SHALL BE USED. .� — SCHEDULE
OR TERMINATE ENDS IN TOP CONT, (CONTINUOUS TOP BARS) LAP IN MIDDLE M u 3� COL 4 FTG.
STANDARD 50 HOOK OR SEMI- 1/3 OF SPANS WHERE REQUIRED. SEE SOIL
CIRCULAR HOOK 2 GL. STATEMENT
i I/2' GREATER OF GREATER OF GREATER OF GL. COLUMN
CL. I/4 LI I/3 Li OR I/3 L2 1/3 LI OR I/3 L2 L3 OR I/3 L2 'D' BARS T YP ■ STEEL T 0 is 00
3E68ARS 3' -6' MIN. 3' -6' MIN. 36 IA LA 3' -6' MIN
' FOOTING DETAIL
3/4' • 1' -0'
K , K
cV
CONT. WELDED HEADED
I BARS 6 6 ANCHOR Go
ALL REINF. STEEL IN SAME STIRRUP SPACING AS
LAYER UNLESS OTHERWISE SCHEDULED. 1'- '
AC A MAX. OF CONC. BEAM
NOTED. PLACE M Q
2 BARS PER LAYER IN 2' FIRST STIRRUP SPACED
a' WIDE BEAMS FROM FAGS OF SuppoRt.
Li L2 L3 II I II
NOTES: Q Q
I. 'L' INDICATES THE LAMER OF ADJACENT SPANS. 'F' BARS 'F' BARS
2. WHERE BOTTOM BARS ARE INDICATED AS CONTINUOUS Q
WITH ADJACENT SPANS, SPLICES, WHERE NEEDED, SHALL
BE MADE IN THE END 1/3 OF SPAN WITH 24 DIA LAP. 3/16'
3. '1' BARS AS SCHEDULED SHALL BE PLACED EACH SIDE OF BEAM.
SPLICE 'I' BARS AT SUPPORTS W/ 30 BAR DIAM. LAP SPLICES I I To" xCA /a' DIY
P P PLATE
1,1
TYPICAL BEAM REINF. PLACING DIAGRAM I 1 TS FILLED SOLID
Wl CONC. GROUT
RT.S,
1--I TOP CAP PLATE DETAIL N
" ,I FOR NEW CONC. BEAM
. TO WA W/ I/4 IA. TA GoN
BUCK CONNECTED LL D P
2x6 P.T. t. WOO t3U ONNE TE
. P D
SCREWS (ND A. 03- 0114.03) * 12' O.C. Wl 13/4" MIN. EMBEDMENT IN CONC. 3/4' = 1' -0'
OR GROUT FILLED CELLS. IN CASE WINDOW/ DOOR IS TO BE CONNECTED STD. NO.' LADDER -TYPE
DIRECTLY INTO SUPPORTING STRUCTURAL ELEMENT, (SEE NAA) ANCHOR
GALV. STEEL JOINT REINF. ,@
INTO SUPPORTING STRUCTURAL
SIZE, GING AND PENETRATION
PP RUC RAL
zE SP
ELEMENT AS PER MIAMI DADE 90A (THRU A Ix P.T. WOOD 5UCIQ EVERY VERY BELOW GRADE
LOAD BEARING CMU WALL. FOR REINF, 8121= I D EVERY OTHER COURSE
ABOVE GRADE. EXTEND REINF,
G 4 SPACING SEE PLAN 4 SCHEDULE SUPPORTING STRUCTURAL ELEMENT TO BE A A MIN. OF 4' INTO TIE G
CONCRETE COLUMN/ TIE COLUMN OR COLUMNS
REINFORCED GROUT FILLED CELLS. (SEE
PLANS AND SCHEDULES) a' LOAD- BEARING CMU WALL,
SEE FOR REINF. 4 COL. SCHEDULE
TYPICAL WINDOW/ DOOR DOUBLEW.w.F.
WI FABRIC
WELDED RE BR
' BUCK DETAIL
C N.T.S. PROVIDE CLEANOUT .. C
OPENING TO INSPECT EL. SEl~ PLAN I
REINF. 4 GROUT FILL, I I x— — — x— x— x— x--
TYP. AT FIRST COURS _ = - _T —�_�T
AT EVERY LEVEL J=J I
DRILL 6" INTO EXIST. CONC. BEAM COMPACTED FILL
ABOVE AND GRADE BEAM/FTG. BELOW
AND SET 201 X 4' -0" DOWELS IN SEE PLAN VISQUEEN
EPDXY ADHESIVE SAWCUT AND CAREFULLY REMOVE U.ON I
INTERIOR FACE AND WEB OF EXISTING aR E
CMU (8"x8' NOMINAL) STD. HOOK
• • • ♦ DRILL G" INTO EXIST. GRADE. BEAM
MI - �-- -----° --WALL FTG, SEE SCHEDULE
ABOVE FTG. BELOW AND SET 'S IN GROUT- FILLED CELL —
15x3 0 D L IN EPDXY ADHESIVE
111= UNDISTURBED
LEXIST. CMU WALL =1 I ( =1 I LIMEROCK
TYPICAL TIE COL. ..
TYPICAL CMU UJ - O
DETAIL AT EXIST.
�OOTIN�C� ��T,41L
MASONRY WALL � 3/4' = I' -0'
�yy }}FF
SCALE /4~ — •� Ow - B U t f .. Of �+�~•< s�� � P t7 —. '
EXIST. 6" CMU WALL m
C T 10 NP
GL, FIELD VERIFY ALL EXISTING
FILLED CELL TIE DOWNS AND TIE TYPICAL TIE DOWN/ FI LLE D
COLUMNS THROUGHOUT EXIST. : t- „`
RESIDENCE. REPORT FINDINGS TO
CELL DETAIL AT EXISTING
_
ENGINEER BEFORE PROCEEDING.
c
MASONRY WALL
SCALE Ile - 1' -0"
C C
No. 62531
__ BB *
� -A ' STATE OF
i 0, �
s ONAI. E�����
�111111�
ENGINEER: VICENTE FRANCO
LICau62531 10776 NW 84TH LANE, A S-4
A APT. #5 MIAMI, FL 33174
PH: (786) 294 0032 2
t
Z
w
J
u-
2 3 4 5, 7 g 9 10 I I 12 13 14 15
li
� I I I I I
.FOOTING SCHEDULE
MARK
SIZE
L X W X THICKNESS
REINFORCEMENT
REMARKS
BOTTOM
TOP
SHORT BAR
LONG BAR
HART BAR
LONG BAR
WF -16
CONT. X 12" X 16"
�
2 5 CONT
WF -16M
CONT. X 12° X 16"
� 3 ®24"
2 � 5 CONT
MONOLITHIC
F -40
4' -0" X 4' -O" X 12"
6 5
6 5
IONS
1 /S -3
FW 30
3' -O" X 3' -0» X 12"
AR
IIvG
71f4 /�► 44ti /fn�t
�rvs
'Nl Ii0/1 Kf ��s
C� � w
V � � C
Va
U
4
W
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N
0
w
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2
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0
w
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0
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a0 r� �o � � tfi N --- Z
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V1
W
W �
Ir""■"�
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3
C3
DRAWN .Y: ISSUE DATE;
D. FRIAS 03 -20 -12
PROJECT N0. SCALE:
12467
ARCHITECT OR ENGINEER OF RECORD:
oOR�GE S. AZZE
DRAWING NQ
SHEET OF
1/2' JOINT,
W /SEALAN s••• - ..... ... ....
II�
•
•
• ♦ •
s
•
STEEL COL. (SEE SCHEDULE) •••• •••.. • ....
(REINF NOT SHOWN I I FILLED SOLID W/ CONC. tu 3116' III EL, SEE PLAN
k -k -L-
4 k+- k+- k +kk +k+�k ps
_ I —I I— 1 1/2' \ 1 1 / 1 1/2' , —WEEP HOLES M
M VAPOR BARRIER 31 1 I 1 131
BASE PLATE (SEE SCHEDULE) Sao" Flawsk
1 NON- SHRINK GROUT AS REQ'D
A_ _A,_ -A "-' -A, ^ 4 -.n& -"-' J
ENCASE COL. IN
CONC. BELOW SLAB EL. SEE PLAN 11
AS SHOWN
s -- --� — — SEE SGNED FOR TOP
SEE SOIL STATEMENT BARS IF APPLICABLE
4- 3141DIA. WEDGE ANCH.
'C' BARS (TOP OVER EACH SUPPORT) WHERE BARS DIFFER IN TWO BOLTS X a' LONG
L ADJACENT SPANS AT A COMMON SUPPORT, THE LARGER BARS — FTG., SEE PLAN AND L
PROVIDE 24 BAR DIA. MIN
SCHEDULED SHALL BE USED. .� — SCHEDULE
OR TERMINATE ENDS IN TOP CONT, (CONTINUOUS TOP BARS) LAP IN MIDDLE M u 3� COL 4 FTG.
STANDARD 50 HOOK OR SEMI- 1/3 OF SPANS WHERE REQUIRED. SEE SOIL
CIRCULAR HOOK 2 GL. STATEMENT
i I/2' GREATER OF GREATER OF GREATER OF GL. COLUMN
CL. I/4 LI I/3 Li OR I/3 L2 1/3 LI OR I/3 L2 L3 OR I/3 L2 'D' BARS T YP ■ STEEL T 0 is 00
3E68ARS 3' -6' MIN. 3' -6' MIN. 36 IA LA 3' -6' MIN
' FOOTING DETAIL
3/4' • 1' -0'
K , K
cV
CONT. WELDED HEADED
I BARS 6 6 ANCHOR Go
ALL REINF. STEEL IN SAME STIRRUP SPACING AS
LAYER UNLESS OTHERWISE SCHEDULED. 1'- '
AC A MAX. OF CONC. BEAM
NOTED. PLACE M Q
2 BARS PER LAYER IN 2' FIRST STIRRUP SPACED
a' WIDE BEAMS FROM FAGS OF SuppoRt.
Li L2 L3 II I II
NOTES: Q Q
I. 'L' INDICATES THE LAMER OF ADJACENT SPANS. 'F' BARS 'F' BARS
2. WHERE BOTTOM BARS ARE INDICATED AS CONTINUOUS Q
WITH ADJACENT SPANS, SPLICES, WHERE NEEDED, SHALL
BE MADE IN THE END 1/3 OF SPAN WITH 24 DIA LAP. 3/16'
3. '1' BARS AS SCHEDULED SHALL BE PLACED EACH SIDE OF BEAM.
SPLICE 'I' BARS AT SUPPORTS W/ 30 BAR DIAM. LAP SPLICES I I To" xCA /a' DIY
P P PLATE
1,1
TYPICAL BEAM REINF. PLACING DIAGRAM I 1 TS FILLED SOLID
Wl CONC. GROUT
RT.S,
1--I TOP CAP PLATE DETAIL N
" ,I FOR NEW CONC. BEAM
. TO WA W/ I/4 IA. TA GoN
BUCK CONNECTED LL D P
2x6 P.T. t. WOO t3U ONNE TE
. P D
SCREWS (ND A. 03- 0114.03) * 12' O.C. Wl 13/4" MIN. EMBEDMENT IN CONC. 3/4' = 1' -0'
OR GROUT FILLED CELLS. IN CASE WINDOW/ DOOR IS TO BE CONNECTED STD. NO.' LADDER -TYPE
DIRECTLY INTO SUPPORTING STRUCTURAL ELEMENT, (SEE NAA) ANCHOR
GALV. STEEL JOINT REINF. ,@
INTO SUPPORTING STRUCTURAL
SIZE, GING AND PENETRATION
PP RUC RAL
zE SP
ELEMENT AS PER MIAMI DADE 90A (THRU A Ix P.T. WOOD 5UCIQ EVERY VERY BELOW GRADE
LOAD BEARING CMU WALL. FOR REINF, 8121= I D EVERY OTHER COURSE
ABOVE GRADE. EXTEND REINF,
G 4 SPACING SEE PLAN 4 SCHEDULE SUPPORTING STRUCTURAL ELEMENT TO BE A A MIN. OF 4' INTO TIE G
CONCRETE COLUMN/ TIE COLUMN OR COLUMNS
REINFORCED GROUT FILLED CELLS. (SEE
PLANS AND SCHEDULES) a' LOAD- BEARING CMU WALL,
SEE FOR REINF. 4 COL. SCHEDULE
TYPICAL WINDOW/ DOOR DOUBLEW.w.F.
WI FABRIC
WELDED RE BR
' BUCK DETAIL
C N.T.S. PROVIDE CLEANOUT .. C
OPENING TO INSPECT EL. SEl~ PLAN I
REINF. 4 GROUT FILL, I I x— — — x— x— x— x--
TYP. AT FIRST COURS _ = - _T —�_�T
AT EVERY LEVEL J=J I
DRILL 6" INTO EXIST. CONC. BEAM COMPACTED FILL
ABOVE AND GRADE BEAM/FTG. BELOW
AND SET 201 X 4' -0" DOWELS IN SEE PLAN VISQUEEN
EPDXY ADHESIVE SAWCUT AND CAREFULLY REMOVE U.ON I
INTERIOR FACE AND WEB OF EXISTING aR E
CMU (8"x8' NOMINAL) STD. HOOK
• • • ♦ DRILL G" INTO EXIST. GRADE. BEAM
MI - �-- -----° --WALL FTG, SEE SCHEDULE
ABOVE FTG. BELOW AND SET 'S IN GROUT- FILLED CELL —
15x3 0 D L IN EPDXY ADHESIVE
111= UNDISTURBED
LEXIST. CMU WALL =1 I ( =1 I LIMEROCK
TYPICAL TIE COL. ..
TYPICAL CMU UJ - O
DETAIL AT EXIST.
�OOTIN�C� ��T,41L
MASONRY WALL � 3/4' = I' -0'
�yy }}FF
SCALE /4~ — •� Ow - B U t f .. Of �+�~•< s�� � P t7 —. '
EXIST. 6" CMU WALL m
C T 10 NP
GL, FIELD VERIFY ALL EXISTING
FILLED CELL TIE DOWNS AND TIE TYPICAL TIE DOWN/ FI LLE D
COLUMNS THROUGHOUT EXIST. : t- „`
RESIDENCE. REPORT FINDINGS TO
CELL DETAIL AT EXISTING
_
ENGINEER BEFORE PROCEEDING.
c
MASONRY WALL
SCALE Ile - 1' -0"
C C
No. 62531
__ BB *
� -A ' STATE OF
i 0, �
s ONAI. E�����
�111111�
ENGINEER: VICENTE FRANCO
LICau62531 10776 NW 84TH LANE, A S-4
A APT. #5 MIAMI, FL 33174
PH: (786) 294 0032 2
t
Z
w
J
u-
2 3 4 5, 7 g 9 10 I I 12 13 14 15
li
� I I I I I
.FOOTING SCHEDULE
MARK
SIZE
L X W X THICKNESS
REINFORCEMENT
REMARKS
BOTTOM
TOP
SHORT BAR
LONG BAR
HART BAR
LONG BAR
WF -16
CONT. X 12" X 16"
�
2 5 CONT
WF -16M
CONT. X 12° X 16"
� 3 ®24"
2 � 5 CONT
MONOLITHIC
F -40
4' -0" X 4' -O" X 12"
6 5
6 5
IONS
1 /S -3
FW 30
3' -O" X 3' -0» X 12"
4� 5
4� 5
F -36
3' -6" X 3' -6" X 12"
4� 6
4� 6
SEE SECTIONS
1/S -3
TE.
CONT.X 6" X 16" MIN.
3 � 5
—
-
THICKENED EDGE
1/2' JOINT,
W /SEALAN s••• - ..... ... ....
II�
•
•
• ♦ •
s
•
STEEL COL. (SEE SCHEDULE) •••• •••.. • ....
(REINF NOT SHOWN I I FILLED SOLID W/ CONC. tu 3116' III EL, SEE PLAN
k -k -L-
4 k+- k+- k +kk +k+�k ps
_ I —I I— 1 1/2' \ 1 1 / 1 1/2' , —WEEP HOLES M
M VAPOR BARRIER 31 1 I 1 131
BASE PLATE (SEE SCHEDULE) Sao" Flawsk
1 NON- SHRINK GROUT AS REQ'D
A_ _A,_ -A "-' -A, ^ 4 -.n& -"-' J
ENCASE COL. IN
CONC. BELOW SLAB EL. SEE PLAN 11
AS SHOWN
s -- --� — — SEE SGNED FOR TOP
SEE SOIL STATEMENT BARS IF APPLICABLE
4- 3141DIA. WEDGE ANCH.
'C' BARS (TOP OVER EACH SUPPORT) WHERE BARS DIFFER IN TWO BOLTS X a' LONG
L ADJACENT SPANS AT A COMMON SUPPORT, THE LARGER BARS — FTG., SEE PLAN AND L
PROVIDE 24 BAR DIA. MIN
SCHEDULED SHALL BE USED. .� — SCHEDULE
OR TERMINATE ENDS IN TOP CONT, (CONTINUOUS TOP BARS) LAP IN MIDDLE M u 3� COL 4 FTG.
STANDARD 50 HOOK OR SEMI- 1/3 OF SPANS WHERE REQUIRED. SEE SOIL
CIRCULAR HOOK 2 GL. STATEMENT
i I/2' GREATER OF GREATER OF GREATER OF GL. COLUMN
CL. I/4 LI I/3 Li OR I/3 L2 1/3 LI OR I/3 L2 L3 OR I/3 L2 'D' BARS T YP ■ STEEL T 0 is 00
3E68ARS 3' -6' MIN. 3' -6' MIN. 36 IA LA 3' -6' MIN
' FOOTING DETAIL
3/4' • 1' -0'
K , K
cV
CONT. WELDED HEADED
I BARS 6 6 ANCHOR Go
ALL REINF. STEEL IN SAME STIRRUP SPACING AS
LAYER UNLESS OTHERWISE SCHEDULED. 1'- '
AC A MAX. OF CONC. BEAM
NOTED. PLACE M Q
2 BARS PER LAYER IN 2' FIRST STIRRUP SPACED
a' WIDE BEAMS FROM FAGS OF SuppoRt.
Li L2 L3 II I II
NOTES: Q Q
I. 'L' INDICATES THE LAMER OF ADJACENT SPANS. 'F' BARS 'F' BARS
2. WHERE BOTTOM BARS ARE INDICATED AS CONTINUOUS Q
WITH ADJACENT SPANS, SPLICES, WHERE NEEDED, SHALL
BE MADE IN THE END 1/3 OF SPAN WITH 24 DIA LAP. 3/16'
3. '1' BARS AS SCHEDULED SHALL BE PLACED EACH SIDE OF BEAM.
SPLICE 'I' BARS AT SUPPORTS W/ 30 BAR DIAM. LAP SPLICES I I To" xCA /a' DIY
P P PLATE
1,1
TYPICAL BEAM REINF. PLACING DIAGRAM I 1 TS FILLED SOLID
Wl CONC. GROUT
RT.S,
1--I TOP CAP PLATE DETAIL N
" ,I FOR NEW CONC. BEAM
. TO WA W/ I/4 IA. TA GoN
BUCK CONNECTED LL D P
2x6 P.T. t. WOO t3U ONNE TE
. P D
SCREWS (ND A. 03- 0114.03) * 12' O.C. Wl 13/4" MIN. EMBEDMENT IN CONC. 3/4' = 1' -0'
OR GROUT FILLED CELLS. IN CASE WINDOW/ DOOR IS TO BE CONNECTED STD. NO.' LADDER -TYPE
DIRECTLY INTO SUPPORTING STRUCTURAL ELEMENT, (SEE NAA) ANCHOR
GALV. STEEL JOINT REINF. ,@
INTO SUPPORTING STRUCTURAL
SIZE, GING AND PENETRATION
PP RUC RAL
zE SP
ELEMENT AS PER MIAMI DADE 90A (THRU A Ix P.T. WOOD 5UCIQ EVERY VERY BELOW GRADE
LOAD BEARING CMU WALL. FOR REINF, 8121= I D EVERY OTHER COURSE
ABOVE GRADE. EXTEND REINF,
G 4 SPACING SEE PLAN 4 SCHEDULE SUPPORTING STRUCTURAL ELEMENT TO BE A A MIN. OF 4' INTO TIE G
CONCRETE COLUMN/ TIE COLUMN OR COLUMNS
REINFORCED GROUT FILLED CELLS. (SEE
PLANS AND SCHEDULES) a' LOAD- BEARING CMU WALL,
SEE FOR REINF. 4 COL. SCHEDULE
TYPICAL WINDOW/ DOOR DOUBLEW.w.F.
WI FABRIC
WELDED RE BR
' BUCK DETAIL
C N.T.S. PROVIDE CLEANOUT .. C
OPENING TO INSPECT EL. SEl~ PLAN I
REINF. 4 GROUT FILL, I I x— — — x— x— x— x--
TYP. AT FIRST COURS _ = - _T —�_�T
AT EVERY LEVEL J=J I
DRILL 6" INTO EXIST. CONC. BEAM COMPACTED FILL
ABOVE AND GRADE BEAM/FTG. BELOW
AND SET 201 X 4' -0" DOWELS IN SEE PLAN VISQUEEN
EPDXY ADHESIVE SAWCUT AND CAREFULLY REMOVE U.ON I
INTERIOR FACE AND WEB OF EXISTING aR E
CMU (8"x8' NOMINAL) STD. HOOK
• • • ♦ DRILL G" INTO EXIST. GRADE. BEAM
MI - �-- -----° --WALL FTG, SEE SCHEDULE
ABOVE FTG. BELOW AND SET 'S IN GROUT- FILLED CELL —
15x3 0 D L IN EPDXY ADHESIVE
111= UNDISTURBED
LEXIST. CMU WALL =1 I ( =1 I LIMEROCK
TYPICAL TIE COL. ..
TYPICAL CMU UJ - O
DETAIL AT EXIST.
�OOTIN�C� ��T,41L
MASONRY WALL � 3/4' = I' -0'
�yy }}FF
SCALE /4~ — •� Ow - B U t f .. Of �+�~•< s�� � P t7 —. '
EXIST. 6" CMU WALL m
C T 10 NP
GL, FIELD VERIFY ALL EXISTING
FILLED CELL TIE DOWNS AND TIE TYPICAL TIE DOWN/ FI LLE D
COLUMNS THROUGHOUT EXIST. : t- „`
RESIDENCE. REPORT FINDINGS TO
CELL DETAIL AT EXISTING
_
ENGINEER BEFORE PROCEEDING.
c
MASONRY WALL
SCALE Ile - 1' -0"
C C
No. 62531
__ BB *
� -A ' STATE OF
i 0, �
s ONAI. E�����
�111111�
ENGINEER: VICENTE FRANCO
LICau62531 10776 NW 84TH LANE, A S-4
A APT. #5 MIAMI, FL 33174
PH: (786) 294 0032 2
t
Z
w
J
u-
2 3 4 5, 7 g 9 10 I I 12 13 14 15
li
� I I I I I
.FOOTING SCHEDULE
MARK
SIZE
L X W X THICKNESS
REINFORCEMENT
REMARKS
BOTTOM
TOP
SHORT BAR
LONG BAR
HART BAR
LONG BAR
WF -16
CONT. X 12" X 16"
�
2 5 CONT
WF -16M
CONT. X 12° X 16"
� 3 ®24"
2 � 5 CONT
MONOLITHIC
F -40
4' -0" X 4' -O" X 12"
6 5
6 5
IONS
1 /S -3
FW 30
3' -O" X 3' -0» X 12"
4� 5
4� 5
F -36
3' -6" X 3' -6" X 12"
4� 6
4� 6
SEE SECTIONS
1/S -3
TE.
CONT.X 6" X 16" MIN.
3 � 5
—
-
THICKENED EDGE
OLUMN .SCHEDULE
rp447 SE TOP ANCHORS ANCHORS
ATE PLATE AT BASE AT TOP
(4) -3/4' WEDGE ANCHORS ,
12' X 12' I/2' X � -5 /a' X 12' 5/a WELDED ANCHORS
X a EMBED. IN CONC.