13-1379-011VERT. REINF.
(REFER TO PLAN)
CONC. LINTEL �__l T---4-PROVIDE OPENING
(SEE A SCHEDULE) ON LINTEL FOR
V VERT. REINF. TO
MASONRY OPENING --- L MASONRY WALL EXTEND (TYP.)
MIN: (TYP.)
PROVIDE STD. HOOK-� LINTEL DETAIL
@ CONC. BEAM
SEE PLAN
z
4 1:2
4 Im
.. . 1 � �4 4 4 4#3� TIES REM. @
EXTENDII TIES---�,` 1 'Id . . , . . -1 ?b 12" 94" n r
4, A 1,E3
(M X.)
@87O.0 DROP IN BEAM
8�7MR,4_ MASONRY OPENING 4u-8" 7MtN. BOTTOM ELEVATION
BRIG. J-1—B RIG.
/ ADD 2#5 SECTION
VERT. REINF. BOTT. BARS
(REFER TO PLAN) 'MASONRY WALL
DROP IN BEAM DETAIL (TYP.)
CONCRETE LINTEL SCHEDULE
OPENING
CLEAR SPAN
SIZE
REINFORCING
EXIST.
BOTTOM
TOP
TIES
U P TO 4'— 0"
8"x8"
2#5 CONT.
REMAIN)
41-199 TO 6s-01'
8"x1 201
2#5 CONT.
2#5 CONT.
#308"O.C.
69—011 TO 8'-0"
8"x1 2"
2#6 CONT.
2#5 CONT.
#308"O.C.
DROP BEAM & LINTEL DETAIL
SCALE: 1/2" = V-0"
DRILL & EPDXY #4xl'—O" BARS 4" INTO EXIST.
COLUMN 0 16" O.C. IF CONC. COLUMN IS NOT FOUND,
PROVIDE 16 GA. GALVANIZED 1"x5" CORRUGATED
ANCHORS ATTACH TO EXISTING CMU WALL W/41s"O
TAPCONS, W/4" PENETRATION INTO THE CMU.
31-0" 6
NEW CONIC. BEAM
(REFER TO PLAN
& SCHED.)
14
L
DRILL & EPDXY— 7'
(2)—#5 x3'-6"
DOWELS 6" INTO
EXISTING BEAM @
MID—DEPTH
41s
/(TYP.)
NEW TIE COLUMN 4.
(REFER TO PLAN)
A.
4
NEW OPENING
DOOR WALL
(REFER TO PLAN)
V
L.LJ
CL
U)
0
NEW FOUNDATION
(REFER TO PLAN)
.4
TI
"3'TARTER COL. DETA
is op.
SCALE. 4. = —
NOTE:
PRE—CAST CONIC. LINTELS MAY BE
USED AS AN ALTERNATIVE TO THE
CAST—IN—PLACE BEAMAINTELS SHOWN
ABOVE, PROVIDED THAT ENGINEER IS
SUPPLIED W/PRODUCT APPROVAL &
SHOP DWGS. PRIOR TO PLACEMENT OF
LINTELS. I
E
S-5
TOP OF EXIST. BM.(j�
EL. = SEE PLAN
EXIST. MASONRY WALL
(TO REMAIN)
NOTE:
ALL SPECIFIED EPDXY ADHESIVE
MATERIAL SHALL BE "SET EPDXY—TIE"
EPDXY MANUFACTURED BY SIMPSON
STRONG—TIE CO. UNDER FL 11506.4
PRODUCT APPROVAL
EXIST. COLUMN OR NEW
CONC. FILLED CELL
EXIST. FOUNDATION
(REFER TO PLAN)
TOP OF EXIST.
FOUND. rk
EL. = SEE PLAN
DRILL & EPDXY (2)—#5
x3'—O" DOWELS 6" INTO
EXIST. FOUNDATION
K
SAW CUT SLOT (FILL
WITH SEALANT ON
Cn
EXPOSED SLABS) En
Ld z
4 A.
<
4 X X X. X_
LLJ
< IL
_J
U)
VAPOR BARRIER
NOTE: (REFER TO PLAN
& NOTES)
SAWED JOINT SHALL BE SAWCUT WITHIN 12 HOURS OF
CONCRETE PLACEMENT. MAXIMUM SAWCUT PATTERN
FOR SLAB—ON—GRADE SHALL BE 10'-0" x 10'-0'. COMPACTED
LIMEROCK BASE
95% MODIFIED
SAW CUT JOINT (S.J.) PROVIDE VV'x3l/2" PROCTOR.
CONT. SHEAR KEY
(2)#4 CONT. —CONC. SLAB—ON—GRADE
(EA. SIDE OF Y4 If REFER TO PLAN)
r4 7 / (
4.'
4
20 X. X -
4
06
_.a ( . 4
d
1 6" VAPOR BARRIER
kREFER TO PLAN
& NOTES)
NOTE:
PROVIDE A KEYED JOINT WHERE A CONTINUOUS
CONCRETE ELEMENT IS CONSTRUCTED IN PARTS.
USE THIS DETAIL FOR A CONSTRUCTION JOINT,
WHERE REQUIRED, U.O.N. r]
CONSTRUCTION JOINT
SLAB ON GRADE DETAIL
SCALE: -W = V-0"
6's 3619
d4TOP OF CONIC. BEAM
TEL. = SEE PLAN
EXISTING—
BEAM
CN
NEW CONIC.
BEAM
DRILL & EPDXY GROUT (2)—#7 x 3'— 6'1___,�
INTO EXISTING CONIC. BEAM AS SHOWN
V
PERPENDICULAR BEAM CONDITION
NOTE:
ALL SPECIFIED EPDXY ADHESIVE MATERIAL SHALL BE "SET
EPDXY—TIE" EPDXY MANUFACTURED BY SIMPSON STRONG—TIE CO.
UNDER FL 11506.4 PRODUCT APPROVAL
SPLICE BEAM DETAIL
SCALE: 3/4" = V-0"
OF
WALL OR
TO THE STRUCTURAL REQUIREMENTS
COLUMN.
EXIST.
WALL OR�
COLUMN (TO
REMAIN)
EXIST. CONIC.
SLAB—ON GRADE
(TO
REMAIN)
EXIST. WALL 01
COLUMN FOUNDATIO1
(REFER TO PLAN
EXIST. REIN
DRILL THRU EXIST.
FOUNDATION & INSTALL
SCHEDULED REINFORCING
W/EPDXY GROUT.
DRILL & EPDXY #4xl'—O" BARS 4" INTO EXIST.
COLUMN @ 16" O.C. IF CONIC. COLUMN IS NOT FOUND,
PROVIDE 16 GA. GALVANIZED 1"x5" CORRUGATED
ANCHORS ATTACH TO EXISTING CMU WALL W/M6"O
TAPCONS, W/4" PENETRATION INTO THE CMU.
DRILL & EPDXY STARTER B"
COL. 13ARS A MIN. 4" INTO
EXIST. FOUNDATION
?ADE #5 @10" O.C. EA. WAY
TOP. W/HOOKED ENDS
0.30 (L-1)
OR CANTILEVER "L
(S-15" MIN.)
CANTILEVER TOP BARS CONTINUOUS
If BARS
CAN-nLEVER "L"
CONIC. COLUMN/WALL
SUPPORT (TYP.)
NOTE:
ALL SPECIFIED EPDXY ADHESIVE MATERIAL
SHALL BE "SET EPDXY—TIE" EPDXY
MANUFACTURED BY SIMPSON STRONG-11E
CO. UNDER FL 11506.4 PRODUCT APPROVAL
EXIST., FOOTING ENLARGEMENT
SCALE: V2 = 1-0
E`TA I L
NOTE:
WHEN DRILLING INTO
EXISTING CONCRETE,
TAKE CARE AS NOT TO
CUT OR DAMAGE EXIST.
STEEL REINFORCEMENT
WHICHEVER' IS GTREAT"ER
(3'— 6 M I N.) (3'-6" MIN.)
C BARS-�
#3 TIES
(SEE SCHED.
I
F(-OR SPACING),, L-291
0
01
CD
Lr)
2750 NW 3RD AVE STE 23
WMI FLORIDA &?W
TEL (305) 531-8688
0.30 L-2
# IB 26000969
FAX (305) 531-4554
(S-6" MIN.) # AA 26001595
"P'n MAD r)x/rD rv=Dir)
STD. 90' HOOKS
NOTES:
1. WHERE NECESSARY, CONTINUOUS TOP BARS SHALL BE LAPPED 30 BAR DIAMETER IN
MIDDLE Yj OF SPAN.
2. SPLICE BOTTOM BARS AT SUPPORTS W/30 BAR DIAMETER LAP SPLICES WHERE NEEDED.
3. SPLICE "S" 13ARS AT SUPPORTS W/30 BAR DIAMETER LAP SPLICES WHERE NEEDED.
TYP. BEAM BAR LAYOUT
SCALE: 1/2"=V-0"
TO THE STRUCTURAL REQUIREMENTS
PROVIDE (2) CC
PROVIDE #5 @10" O.C.
REVISIONS, INCLUDING SECTIONS
PERTAI,�VPCTO- H.Z.
BARS SAME SIZ
W/STD. HOOKS
',����HORIZ. REINF.
RESERVES HIS COMMON LAW C IG
BOTTOM)
AND OTHER PROPERTY RIGHTS 11 H
PLANS. THIS DESIGN AND DRAWINGS ANE'
04
#5 @1 Of O.C. BOTTOM.
2
SO EVER NOR ASSIGNED TO ANY PARTY . z
WITHOUT FIRST OBTAJNING THE D(PRESS .. - , ffl-, t I. t. �6 0 .5 &
.
DOWELS W/ HOOKED
4EW
ENDS
3#5 BOTTOM
DO NOT EXCAVATE
MW
00
BELOW EXIST.
ROUGHEN FACE OF
FOUNDATION ELEV.
EXIST. FOUNDA11ON
EXIST., FOOTING ENLARGEMENT
SCALE: V2 = 1-0
E`TA I L
NOTE:
WHEN DRILLING INTO
EXISTING CONCRETE,
TAKE CARE AS NOT TO
CUT OR DAMAGE EXIST.
STEEL REINFORCEMENT
WHICHEVER' IS GTREAT"ER
(3'— 6 M I N.) (3'-6" MIN.)
C BARS-�
#3 TIES
(SEE SCHED.
I
F(-OR SPACING),, L-291
0
01
CD
Lr)
2750 NW 3RD AVE STE 23
WMI FLORIDA &?W
TEL (305) 531-8688
0.30 L-2
# IB 26000969
FAX (305) 531-4554
(S-6" MIN.) # AA 26001595
"P'n MAD r)x/rD rv=Dir)
STD. 90' HOOKS
NOTES:
1. WHERE NECESSARY, CONTINUOUS TOP BARS SHALL BE LAPPED 30 BAR DIAMETER IN
MIDDLE Yj OF SPAN.
2. SPLICE BOTTOM BARS AT SUPPORTS W/30 BAR DIAMETER LAP SPLICES WHERE NEEDED.
3. SPLICE "S" 13ARS AT SUPPORTS W/30 BAR DIAMETER LAP SPLICES WHERE NEEDED.
TYP. BEAM BAR LAYOUT
SCALE: 1/2"=V-0"
6 BAR DIA. OR 2'-6
HICHEVER IS GREATE
PLAN @ CORNER
CONTINUOUS
'IS" BARS
PLAN @ INTERSECTION
NOTES:
1. DETAIL TO BE USED FOR REINFORCEMENT IN WALLS, FOOTINGS,
CONCRETE BEAMS & GRADE BEAMS.
2. ALL CORNER BARS SHALL BE PLACED AT TOP & BOTTOM OF
CONCRETE MEMBERS.
REINF. DEVELOPMENT DETAIL
SCALE: 3/4"=V-0"
C-4
M X
CO 0
K)
&014
TO THE BEST OF MY KNOWLEDGE THESE PLANS CONFORM
TO THE STRUCTURAL REQUIREMENTS
PROVIDE (2) CC
REVISIONS, INCLUDING SECTIONS
PERTAI,�VPCTO- H.Z.
BARS SAME SIZ
',����HORIZ. REINF.
RESERVES HIS COMMON LAW C IG
BOTTOM)
AND OTHER PROPERTY RIGHTS 11 H
PLANS. THIS DESIGN AND DRAWINGS ANE'
04
<
SO EVER NOR ASSIGNED TO ANY PARTY . z
WITHOUT FIRST OBTAJNING THE D(PRESS .. - , ffl-, t I. t. �6 0 .5 &
.
ROCHELL ENGINEERING, INC
Ld
CONT. HORIZ.
STRUCTURAL CONSUL TING ENGINERS
CERT.- OF�AUTHORIZATION No. 27054
MW
00
(SEE SCHEDI
LI)
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CO
Ld
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M
a:
0
ZL-
6 BAR DIA. OR 2'-6
HICHEVER IS GREATE
PLAN @ CORNER
CONTINUOUS
'IS" BARS
PLAN @ INTERSECTION
NOTES:
1. DETAIL TO BE USED FOR REINFORCEMENT IN WALLS, FOOTINGS,
CONCRETE BEAMS & GRADE BEAMS.
2. ALL CORNER BARS SHALL BE PLACED AT TOP & BOTTOM OF
CONCRETE MEMBERS.
REINF. DEVELOPMENT DETAIL
SCALE: 3/4"=V-0"
C-4
M X
CO 0
K)
&014
TO THE BEST OF MY KNOWLEDGE THESE PLANS CONFORM
TO THE STRUCTURAL REQUIREMENTS
OF F.B.C. 2010, LATEST
REVISIONS, INCLUDING SECTIONS
PERTAI,�VPCTO- H.Z.
<
ENGINEER OF RECORD HERE13Y EXPR
RESERVES HIS COMMON LAW C IG
AND OTHER PROPERTY RIGHTS 11 H
PLANS. THIS DESIGN AND DRAWINGS ANE'
NEITHER M BE REPRODUCED. COPIED, NOR
CHANGED IN ANY FORM OR MANNER WHAT—,'
ALEXANDER COELL
007
SO EVER NOR ASSIGNED TO ANY PARTY . z
WITHOUT FIRST OBTAJNING THE D(PRESS .. - , ffl-, t I. t. �6 0 .5 &
.
ROCHELL ENGINEERING, INC
W RITTEN PERMISSION AND CONSENT OF-,
R OCHELL ENGINEERING , INC.
r1AI V
05 an
;SC 110 X1344V
�,,r, FWP,
STRUCTURAL CONSUL TING ENGINERS
CERT.- OF�AUTHORIZATION No. 27054
9.4049
M 4149
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the exclusive copyright of
blue, a design company,
inc. These drawings and
for use with this pr ject
and are not to be
disseminated for use by
any other individual or
rntity or any other project
without the written
company, inc.
CONWLTANT
CLIENT/ PRXECT AVCFE66
WN
DATE
09-20-13
REV=
AS SHOWN
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OF SHIMM
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CO
WN
DATE
09-20-13
REV=
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OF SHIMM