13-749-089SEE TYP. LINTEL BLOCK DE7
"A" BARS IN LINTEL BLOCK
"C" BARS (SEE NOTE 2)
I
"B" BARS IN "U" BLOCK
(SEE NO TF J)
CMU
OPENING REINF.
SCHEDULE
SEE PLAN FOR VERTICAL WALL REINFORCING.
BEARING LINE
B.
SEE "CMU OPENING REINF. SCHEDULE" FOR REINFORCEMENT
R.Z.
FOUNDA TIONS.
AROUND OPENINGS.
C.E.E.
C.
0
"A"
BARS
"B"
BARS
"C"
BARS
T G OUT
JO" MIN FOR f5, J4" MIN FOR jf6, 42" MIN FOR 117
«€...
E.
FILL BLOCK CELLS SOLID W/ 2,000 PSI GROUT WHERE BARS
OCCUR.
NO TE 4
W
8"
12"
8"12"
W
8"
12"
8„
12„
G.
CMU
CMU
CMU
CMU
CMU
CMU
CMU
CMU
< 2'-0"
1–/5
2–,f5
1–J5
2–J5
1–,f5
2–,f4
ONE
ONE
> 2'–O"
< 6'-0"
2–#5
2–#5
1–#5
2–#5
1–#5
2–#4
ONE
ONE
> 6'-0"
< 8'-0"
2–#6
2–#6
2–/5
2--#6
2–#5
2–J5
TWO
TWO
> 8'-0"
SEE DRAWINGS
SEE TYP. LINTEL BLOCK DE7
"A" BARS IN LINTEL BLOCK
"C" BARS (SEE NOTE 2)
I
"B" BARS IN "U" BLOCK
(SEE NO TF J)
CMU OPENING REINFORCEMENT DIAGRAM
A CMU OPENING REINFORCING DETAIL (TYP.)
SU SCALE: N.T.S.
WALL OPENING NOTES:
1. "H" AND "W" REPRESENT HEIGHT AND WIDTH OF WALL OPENING
2. EXTEND "C" BARS 2'-0" MINIMUM BEYOND TOP AND BOTTOM OF
OPENING. WHEN 'H" OR "W" EXCEEDS 2'_O" "C" BARS SHALL
EXTEND FULL HEIGHT. (FOUNDA TION TO TIE BEAM)
J. "A" AND "B" BARS SHALL EXTEND 2'-0" BEYOND EACH SIDE OF
THE OPENING. GROUT FULL LENGTH OF BARS
4. SEE CMU OPENING REINF. SCHEDULE FOR NUMBER OF CELLS TO
GROUT ON EACH SIDE OF THE OPENING.
5. GROUT ALL CELLS OVER OPENING TO W/2 OR 2'-0" WHICHEVER
IS GREATER UNLESS TOP OF WALL IS REACHED FIRST.
6. PRECAST LINTEL SUBSTITUTES ARE ALLOWED. PROVIDE SHOP
DRAWINGS FOR E.O.R. APPROVAL.
Z. SEE SHEET S5.0 FOR DROP BEAM LOCATION.
SEE CMU OPENING REINF. FILL W/ 2,000 PSI MIN. GROUT
f ...
SCHEDULE FOR REINFORCEMENT
TIE BEAM AT TYP. LINTEL BLOCK DETAIL
TOP OF WALL
MINIMUM REQUIREMENTS FOR ALL MASONRY WALLS
TIE BEAM AT
41L
SEE PLAN FOR VERTICAL WALL REINFORCING.
BEARING LINE
B.
SEE "CMU OPENING REINF. SCHEDULE" FOR REINFORCEMENT
R.Z.
FOUNDA TIONS.
AROUND OPENINGS.
C.E.E.
C.
VERTICAL REBAR REQ'D AT EACH SIDE OF ALL VERT. WALL
JOINTS (CONTROL do EXPANSION JOINTS) AS APPLICABLE. _
07-02-13
D.
LAP VERTICAL REBAR 48 BAR DIAMETERS 24" MIN. FOR
JO" MIN FOR f5, J4" MIN FOR jf6, 42" MIN FOR 117
«€...
E.
FILL BLOCK CELLS SOLID W/ 2,000 PSI GROUT WHERE BARS
OCCUR.
F.
ALL HORIZONTAL AND VERTICAL REBARS ARE TO BE
N07E 4
12" O. C. (TYP)
W
J. .... ..J..
POSITIONERS ® 48" MAX (9 GA. MIN.)
TYP. VERT. REINF.
G.
IF APPLICABLE, SEE BEAM OR LIN7EL BEARING DETAILS FOR
MATCHING BEAM/F0077NG REBAR SIZES
ADDITIONAL WALL REINFORCING REQUIRED UNDER BEARING
PLA TES
DOWEL REINF.
H.
CONSTRUCT ALL WALLS IN 6'-0" MAXIMUM LIFTS CALL FOR
INTO FTG. (TYP.)
' CONC. BEAM OR F0077NG
CMU OPENING REINFORCEMENT DIAGRAM
A CMU OPENING REINFORCING DETAIL (TYP.)
SU SCALE: N.T.S.
WALL OPENING NOTES:
1. "H" AND "W" REPRESENT HEIGHT AND WIDTH OF WALL OPENING
2. EXTEND "C" BARS 2'-0" MINIMUM BEYOND TOP AND BOTTOM OF
OPENING. WHEN 'H" OR "W" EXCEEDS 2'_O" "C" BARS SHALL
EXTEND FULL HEIGHT. (FOUNDA TION TO TIE BEAM)
J. "A" AND "B" BARS SHALL EXTEND 2'-0" BEYOND EACH SIDE OF
THE OPENING. GROUT FULL LENGTH OF BARS
4. SEE CMU OPENING REINF. SCHEDULE FOR NUMBER OF CELLS TO
GROUT ON EACH SIDE OF THE OPENING.
5. GROUT ALL CELLS OVER OPENING TO W/2 OR 2'-0" WHICHEVER
IS GREATER UNLESS TOP OF WALL IS REACHED FIRST.
6. PRECAST LINTEL SUBSTITUTES ARE ALLOWED. PROVIDE SHOP
DRAWINGS FOR E.O.R. APPROVAL.
Z. SEE SHEET S5.0 FOR DROP BEAM LOCATION.
SEE CMU OPENING REINF. FILL W/ 2,000 PSI MIN. GROUT
f ...
SCHEDULE FOR REINFORCEMENT
TIE BEAM AT TYP. LINTEL BLOCK DETAIL
TOP OF WALL
COORDINATE RECESS --'V- EXTERIOR WALL (BEYOND)
W/ ARCH DRAWINGS
INTERIOR CONC. SLAB. SEE PLANS
8"x8" THICKENED SLAB
0'-0" SLOPE DN
EL.
F.F.E. x —xx— xx xx
` x ! VAPOR BARRIER
i•.' / I COMPACT FILL
EL. SEE PLANS (1) /5 BAR CONT.
T.D.F. 8" CONC. BLOCK FILLED SOLID.
SEE PLANS FOR REINF.
W
cn
CONTINUOUS FOOTING
SEE PLAN (SEE SCHEDULE FOR REINF.)
THICKENED EDGE (TE) AT DOORWA Y
r _D� DETAIL (TYP.)
�.oSCALE: N.T.S.
1/4" JOINT WIDE (SAW CUT OR CUT EVERY OTHER BAR
FORMED) TO BE MADE BETWEEN (509. OF REINFORCEMENT)
2-8 HOURS OF CONCRE7E POUR APPROX. 2" EA. SIDE OF JOINT
x x "x X.
rREINFORCEMENT
;I AS SPECIFIED
NO TE.- SPACING OF CONTROL JOINTS AS SHOWN ON PLANS
JOINT SPACING SHALL NOT EXCEED 15' O. C. LONGER
DIMENSION SHALL NOT EXCEED 1.5 x SHORTER DIMENSION.
CONTROL JOINT
rE__N1 DETAIL (TYP.)
�-oSCALE: N.T.S.
INSPEC77ON HOLES SHALL
BE ON BUILDING EXTERIOR
SIDE WHERE POSSIBLE.
SHALL BE PLACED IN LEAST
VISUAL SIDE OF WALL
WALL REINF. SEE PLANS
4%2'x4%2" CUT MASONRY
INSPEC77ON AND CLEAN
CUT HOLE (TYP)
DOWEL IN FOUNDA 77ON TO
MATCH VER77CAL REINF.
U CMU FILLED CELL DETAIL (TYP)
�-oSCALE: %"-1'-0"
SU SCALE: N.T.S.
CORNER BAR NOTES
MINIMUM REQUIREMENTS FOR ALL MASONRY WALLS
TIE BEAM AT
A.
SEE PLAN FOR VERTICAL WALL REINFORCING.
BEARING LINE
B.
SEE "CMU OPENING REINF. SCHEDULE" FOR REINFORCEMENT
R.Z.
FOUNDA TIONS.
AROUND OPENINGS.
C.E.E.
C.
VERTICAL REBAR REQ'D AT EACH SIDE OF ALL VERT. WALL
JOINTS (CONTROL do EXPANSION JOINTS) AS APPLICABLE. _
07-02-13
D.
LAP VERTICAL REBAR 48 BAR DIAMETERS 24" MIN. FOR
JO" MIN FOR f5, J4" MIN FOR jf6, 42" MIN FOR 117
N07E 5
E.
FILL BLOCK CELLS SOLID W/ 2,000 PSI GROUT WHERE BARS
OCCUR.
F.
ALL HORIZONTAL AND VERTICAL REBARS ARE TO BE
N07E 4
12" O. C. (TYP)
POSITIONED IN BLOCK CELLS USING PREFABRICATED WIRE
_
POSITIONERS ® 48" MAX (9 GA. MIN.)
TYP. VERT. REINF.
G.
IF APPLICABLE, SEE BEAM OR LIN7EL BEARING DETAILS FOR
MATCHING BEAM/F0077NG REBAR SIZES
ADDITIONAL WALL REINFORCING REQUIRED UNDER BEARING
PLA TES
DOWEL REINF.
H.
CONSTRUCT ALL WALLS IN 6'-0" MAXIMUM LIFTS CALL FOR
INTO FTG. (TYP.)
' CONC. BEAM OR F0077NG
SPECIAL INSPECTION PRIOR TO PLACING NEXT LIFT
COORDINATE RECESS --'V- EXTERIOR WALL (BEYOND)
W/ ARCH DRAWINGS
INTERIOR CONC. SLAB. SEE PLANS
8"x8" THICKENED SLAB
0'-0" SLOPE DN
EL.
F.F.E. x —xx— xx xx
` x ! VAPOR BARRIER
i•.' / I COMPACT FILL
EL. SEE PLANS (1) /5 BAR CONT.
T.D.F. 8" CONC. BLOCK FILLED SOLID.
SEE PLANS FOR REINF.
W
cn
CONTINUOUS FOOTING
SEE PLAN (SEE SCHEDULE FOR REINF.)
THICKENED EDGE (TE) AT DOORWA Y
r _D� DETAIL (TYP.)
�.oSCALE: N.T.S.
1/4" JOINT WIDE (SAW CUT OR CUT EVERY OTHER BAR
FORMED) TO BE MADE BETWEEN (509. OF REINFORCEMENT)
2-8 HOURS OF CONCRE7E POUR APPROX. 2" EA. SIDE OF JOINT
x x "x X.
rREINFORCEMENT
;I AS SPECIFIED
NO TE.- SPACING OF CONTROL JOINTS AS SHOWN ON PLANS
JOINT SPACING SHALL NOT EXCEED 15' O. C. LONGER
DIMENSION SHALL NOT EXCEED 1.5 x SHORTER DIMENSION.
CONTROL JOINT
rE__N1 DETAIL (TYP.)
�-oSCALE: N.T.S.
INSPEC77ON HOLES SHALL
BE ON BUILDING EXTERIOR
SIDE WHERE POSSIBLE.
SHALL BE PLACED IN LEAST
VISUAL SIDE OF WALL
WALL REINF. SEE PLANS
4%2'x4%2" CUT MASONRY
INSPEC77ON AND CLEAN
CUT HOLE (TYP)
DOWEL IN FOUNDA 77ON TO
MATCH VER77CAL REINF.
U CMU FILLED CELL DETAIL (TYP)
�-oSCALE: %"-1'-0"
SU SCALE: N.T.S.
CORNER BAR NOTES
1. PROVIDE CORNER BARS AS SHOWN FOR ALL LAYER OF REINFORCING
6" 1J" J'-0" MIN
,
AT ALL CORNERS AND INTERSEC77ONS OF CONCRETE BEAMS AND
REVIEWED:
R.Z.
FOUNDA TIONS.
MIN MAX TO NEXT OPENING
C.E.E.
12" 12" 12"TA7
14 GAGE METAL I I
07-02-13
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ISSUE / REVISIONS
AND 6" O.C. ALL •I I I I "•' g
AROUND I I I I
r
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08112111
12" O. C. (TYP)
Z
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CORNER BARS (JO MIN. EA. LEG)
MATCHING BEAM/F0077NG REBAR SIZES
NO TES:
/ ..
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1. POUR STOPS REQ'D AROUND OPENING
' CONC. BEAM OR F0077NG
2. NO REINFORCEMENT REQ'D WHERE OPENING IS LESS THAN 6"
)
AND DOES NOT CUT MORE THAN TWO RIBS
CORNER BARS
OPENING IN METAL DECK
DETAIL (TYP.)
DETAIL (TYP.)
U)
54.0 SCALE: N.T.S.
S4.0 SCALE: N.T.S.
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CONSTRUCTION, INC.
3990 North Powerline Road
Ft. L2uderdale, FL 33309
Voice: 954.566.3885
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SHEET TITLE
TYPICAL
STR U CTU I AL
DETAILS
SHEET NUMBER
S4,0