14-576-007COLUMN SCHEDULE
CLEAR SPAN
"L"
SIZE
REINFORCING
SCHEDULE
MARK
GENERAL REMARKS
W
I H
TOP
BOTT
MID.
TIES
SPACING
NOTES
TC -1
8"
12"
2 #5
2 5 #
8"
# 3
FROM SUPPORTS FIRST 4 ®
3 BALANCE 12 O.C.
8 GA
PROVIDE (1) # 5 - 60" LONG 90 DEGREE
AND SHALL BE LAPPED NOT LESS THAN 6 INCHES AND
R
1
INTO COLUMNS MINIMUM 6 INCHES.
VERTICAL REINFORCEMENT SHALL BE LAPPED MINIMUM
BENT PER EACH BEAM BAR AT ALL
CORNERS (TYPICAL)
TC -2
8"
14"
2 5
#
2 #5
#3
FROM SUPPORTS FIRST 4 @
48 BAR DIAMETER BUT NOT LESS THAN 36 INCHES.
3" BALANCE @ 12" O.C.
POUR LIFTS SHALL NOT EXCEED 4' AND 12' TOTAL
TC -3
„
8
„
16
2 #5
2 #5
ELECTRICAL VIBRATION REQUIRED WHEN GROUTING.
#3
FROM SUPPORTS FIRST 4 @
3" BALANCE @ 12" O.C.
REINFORCEMENT
4 # 5
STIRRUPS # 3
@ 12" O.C.
TIE COLUMN TC -3
SCALE 1- 1 /2" =1' -0"
BLOCKWALL SCHEDULE
CLEAR SPAN
"L"
BLOCK
VERT. REINFORCEMENT
HOR. REINFORCEMENT
MARK
WIDTH
GENERAL REMARKS
SIZE
SPACING
SIZE
SPACING
UP TO 6' -0"
3 5
UP TO 7' -0"
HORIZONTAL REINFORCEMENT SHALL BE LADDER TYPE
A
8"
#5
16" O.C.
8 GA
16" O.C.
AND SHALL BE LAPPED NOT LESS THAN 6 INCHES AND
R
1
INTO COLUMNS MINIMUM 6 INCHES.
VERTICAL REINFORCEMENT SHALL BE LAPPED MINIMUM
48 BAR DIAMETER BUT NOT LESS THAN 36 INCHES.
POUR LIFTS SHALL NOT EXCEED 4' AND 12' TOTAL
ELECTRICAL VIBRATION REQUIRED WHEN GROUTING.
NEW 8 "x12"
CONCRETE START
COLUMN (TC -1) SEE
DETAIL "D /S -1"
REINFORCEMENT
4 # 5
STIRRUPS # 3 °
@ 12" O.C. - 00
N
w
1 1/2" 1, -0„ 1 1 2"
TIE COLUMN TC -1
SCALE 1- 1/2 " =1' -0"
#5 REBAR DOWELED INTO TIE
BEAM, USE 3/4" BIT & EPDXY
HILTI HY -150 OR APPROVED
EQUIVALENT, MIN. 6" EMBEDMENT
INTO TIE BEAM (TYPICAL)
CONTRACTOR TO PROVIDE
FILLED CELL
#5 REBAR DOWELED @ 24" O.C.
INTO GROUTED CELL USE 3/4
BIT & EPDXY HILTI HY -150 OR
APPROVED EQUIVALENT, MIN. 6"
EMBEDMENT (TYPICAL)
#5 REBAR DOWELED INTO TIE
FOOTER, USE 3/4" BIT & EPDXY
HIL11 HY -150 OR APPROVED
EQUIVALENT, MIN. 6" EMBEDMENT
INTO BEAM (TYPICAL)
\/A R
REINFORCEMENT
4 # 5
STIRRUPS # 3
@ 12" O.C.
1 1/2" 1,_2„ 1 1 2"
TIE COLUMN TC -2
SCALE 1- 1/2 " =1' -0"
ONCRETE
IE BEAM
CLEAR SPAN
"L"
BOTTOM BAR REINFORCEMENT.
6" WALL
lor. FAWA W, A PArem VMJ
UP TO 4' -0"
I
N
UP TO 5' -0"
°
2 # 5
UP TO 6' -0"
3 5
UP TO 7' -0"
3 # 5
gI
o
R
1
v
cli
\
H
w
•—
1 1/2" 1,_2„ 1 1 2"
TIE COLUMN TC -2
SCALE 1- 1/2 " =1' -0"
ONCRETE
IE BEAM
BOTTOM OF
CONC. BEAM
EXISTING TIE
DOWN OR BLOCK
TO REMAIN
NEW 8" CONC. WALL
TO MATCH EXISTING
WALL THICKNESS USE
3,000 PSI CONCRETE
EXISTING 8"
CMU WALL
TO REMAIN
TOP OF
OL CONC. SLAB
TYPICAL CLOSING WINDOW /DOOR OPENING DETAIL "C"
SCALE: 3/8 "= V -0"
45' -8 1/2" 23' -4"
L
PROPOSED FIRST FLOOR FRAMING PLAN
SCALE: 1/4 "= 1' -0"
COORDINATE WITH
ARCHITECTURE
PROVIDE #3
STIRRUPS, @12" BAL. @12"
III: • � I��.
12"
16" BEARING
(2) # 5 ON EACH SIDE
OF WINDOWS AND DOORS
OPENINGS (TYPICAL)
BEAM REINF'G,
SEE PLAN &
SCHEDULE. -�
12"
COOiRDINATL7 HEIGHT OF
OPEN( W/ ARCHITECTURE.
2 #5 INSERT
BOTH INTO CELL
A
BREAK BLOCK CELLS.
WIDTH OF OPENING COORDINATE W/
(ARCHITECTURE (SEE TABLE AT RIGHT FOR'
ADDED REINFORCING)
CONC. LINTEL SCHEDULE
CLEAR SPAN
"L"
BOTTOM BAR REINFORCEMENT.
6" WALL
lor. FAWA W, A PArem VMJ
UP TO 4' -0"
I
2 5
UP TO 5' -0"
2 # 5
UP TO 6' -0"
3 5
UP TO 7' -0"
3 # 5
gI
BOTTOM OF
CONC. BEAM
EXISTING TIE
DOWN OR BLOCK
TO REMAIN
NEW 8" CONC. WALL
TO MATCH EXISTING
WALL THICKNESS USE
3,000 PSI CONCRETE
EXISTING 8"
CMU WALL
TO REMAIN
TOP OF
OL CONC. SLAB
TYPICAL CLOSING WINDOW /DOOR OPENING DETAIL "C"
SCALE: 3/8 "= V -0"
45' -8 1/2" 23' -4"
L
PROPOSED FIRST FLOOR FRAMING PLAN
SCALE: 1/4 "= 1' -0"
COORDINATE WITH
ARCHITECTURE
PROVIDE #3
STIRRUPS, @12" BAL. @12"
III: • � I��.
12"
16" BEARING
(2) # 5 ON EACH SIDE
OF WINDOWS AND DOORS
OPENINGS (TYPICAL)
BEAM REINF'G,
SEE PLAN &
SCHEDULE. -�
12"
COOiRDINATL7 HEIGHT OF
OPEN( W/ ARCHITECTURE.
2 #5 INSERT
BOTH INTO CELL
A
BREAK BLOCK CELLS.
WIDTH OF OPENING COORDINATE W/
(ARCHITECTURE (SEE TABLE AT RIGHT FOR'
ADDED REINFORCING)
CONC. LINTEL SCHEDULE
CLEAR SPAN
"L"
BOTTOM BAR REINFORCEMENT.
6" WALL
8" WALL
UP TO 4' -0"
2 5
UP TO 5' -0"
2 # 5
UP TO 6' -0"
3 5
UP TO 7' -0"
3 # 5
90' STD HOOK
TYP.
--TOP OF BEAM. - - -- - - --
16" BEARING
A -A
8 "x8" CONCRETE CAP W/ 2 #5
CONT. BOTH EMBEDDED INTO
CELL AT EA. END.
Kj:�IL�II�1�9�La�l
NOTE:
USE THIS DETAIL WHERE THE BOTTOM OF THE BEAM
MUST BE DROPPED IN ORDER TO MEET THE TOP OF
THE WINDOW OR DOOR OPENING.
POURED CONCRETE DROP LINTEL DETAIL
SCALE: N.T.S.
NEW 8 "x12"
CONCRETE START
COLUMN (TC -1)
SEE DETAIL
a
a a
a
3 — #5'S MIN
EACH CORNER
PREFABRICATED
DUROWAL CORNER
HORIZ. REINF.
TYPICAL CORNER DETAIL
SCALE: 1/4 " =1' -0"
PROPOSED #5
VERTICAL
REINFORCEMENT,
SEE PLANS FOR
PATTERN
TIE DOWN DETAIL
SCALE: 1/2 "= V -0"
^�" "' ^r- "" ^ "`1NTAL JOINT
BETWEEN
OURSE
ADDER TYPE.
AIN 6"
CMU HORIZONTAL REINF. DETAIL
SCALE : 1/4" = 1' -0"
#5 @ 12" O.C. DOWEL INTO EXISTING 8"
CBS CONCRETE BLOCK WALL MIN. 4"
EMBEDMENT SET WITH STRUCTURAL EPDXY
HILTI HY -150 OR APPROVED EQUIVALENT
(4) #5 CONT.
v d
EXIST. 8" CBS BLOCK NEW 8 "x12" CONCRETE
WALL TO REMAIN GC TO START COLUMN
VERIFY CELL IS FILLED - \
START COLUMN TC -1 DETAIL "D"
SCALE 1- 1/2 " =1' -0"
LMU Engineering, LLC
19460 SW 2nd STREET
PEMBROKE PINES, FL 33029
T.305.804.8819 F.954.447.5162
lulloa @lmuengineedng.com
CA# 27403
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♦♦♦ J�S.•Gs N S E '•• �i�
•.
63 909
N° w
;�_
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LU S M. ULLOA, P.E.
CIV LISTRUCTURAL ENGINEER
STATE OF FLORIDA LIC.# 63909
CONSULTANTS:
PROJECT
ADDITION AND
DRIVEWAY
6201 SW 80 STREET
MIAMI, FL 33143
CLIENT INFORMATION:
AGUDELO ARCHITECT P.A.
GERMAN AGUDELO
4841 NW 107 COURT
DORAL, FL 33178
Phone: (786) 738 -8236
ISSUE DATE
PERMIT SET 03 -10 -14
FRAMING PLAN,
SCHEDULES,
AND DETAILS
DRAWN BY: PROJECT #.
AD 01 -JA -14
CHECKED BY: SCALE:
LU AS NOTED
DRAWING:
S -1