13-749-090SEE TYP. LINTEL BLOCK DET,
"A" BARS IN LINTEL BLOCK
"C" BARS (SEE NOTE 2)
"B" BARS IN "U" BLOCK
(SEE NOTE 3)
CMU OPENING REINFORCEMENT DIAGRAM
CMU OPENING REINFORCING DETAIL (TYP.)
SCALE: N.T.S.
COORDINA TE RECESS
W/ ARCH DRA WINGS
8"x8" THICKENED SLAB
EL. 0'-0" ; SLOPE DN. j
F. F. E.xx-T-
x ---z-�2---�x _ ,x�:
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(1) ,i5 BAR CONT.
EL. SEE PLANS
T. . F.
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I SEE PLAN I
EXTERIOR WALL (BEYOND)
TIE BEAM AT
TOP OF WALL
TIE BEAM AT
BEARING LINE
NOTE 5
NOTE 4
TYP. VERT. REINF
DOWEL REINF.
INTO FTG. (TYP.)
INTERIOR CONC. SLAB. SEE PLANS
THICKENED EDGE (TE) AT DOORWAY
D DETAIL (TYP.)
54.0 SCALE: N.T.S.
VAPOR BARRIER
COMPACT FILL
8" CONC. BLOCK FILLED SOLID.
SEE PLANS FOR REINF.
CONTINUOUS FOOTING
(SEE SCHEDULE FOR REINF.)
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'-0", "C" BARS SHALL
EXTEND FULL HEIGHT (FOUNDATION 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
DRA WINGS FOR E. O. R. APPRO VA L.
Z SEE SHEET S5.0 FOR DROP BEAM LOCA TION.
SEE CMU OPENING REINF.a•
FILL W/ 2.000 PSI MIN. GROUT
•
SCHEDULE FOR REINFORCEMENT
YP LINTEL BLOCK DETAIL
MINIMUM REQUIREMENTS FOR ALL MASONRY WALLS
A. SEE PLAN FOR VERTICAL WALL REINFORCING.
B. SEE "CMU OPENING REINF. SCHEDULE" FOR REINFORCEMENT
AROUND OPENINGS.
C. VERTICAL REBAR REQ'D AT EACH SIDE OF ALL VERT. WALL
JOINTS (CONTROL do EXPANSION JOINTS) AS APPLICABLE.
D. LAP VERTICAL REBAR 48 BAR DIAMETERS 24" MIN. FOR
30" MIN FOR ,f5, 34" MIN FOR 116, 42" MIN FOR J7
E. FILL BLOCK CELLS SOLID W/ 2,000 PSI GROUT WHERE BARS
OCCUR.
F. ALL HORIZONTAL AND VERTICAL REBARS ARE TO BE
POSITIONED IN BLOCK CELLS USING PREFABRICATED WIRE
POSITIONERS @ 48" MAX (9 GA. MIN.)
G. IF APPLICABLE, SEE BEAM OR LINTEL BEARING DETAILS FOR
ADD1 TONAL WALL REINFORCING REQUIRED UNDER BEARING
PLA TES.
H. CONSTRUCT ALL WALLS IN 6'-0" MAXIMUM LIFTS. CALL
FOR SPECIAL INSPECTION PRIOR TO PLACING NEXT LIFT.
8" CMU BLOCK
(2) f5 REBARS
WWF. SEE PLANS FOR SIZE
EL. 0'-O"
F.F.E.
VAPOR BARRIER —/
r -B -N CMU FILLED CELL DETAIL (TYP)
54.0 SCALE: Y4"=1'-0"
INSPECTION HOLES SHALL
BE ON BUILDING EXTERIOR
SIDE WHERE POSSIBLE.
SHALL BE PLACED IN LEAST
VISUAL SIDE OF WALL
4/2"x4i/2" CUT MASONRY
INSPECTION AND CLEAN
CUT HOLE (TYP)
DOWEL TO MATCH VERTICAL
9 GAGE JOINT REINF.
0 16" (TYP.)
8" CMU BLOCK
EL. 0'-0"
F.F.E.
A,, EL, SEE PLANS
0. F.
CONTINUOUS FOOTING
(SEE SCHEDULE FOR REINF.)
%2" JOINT FILLER do SEALANT
4" CONC. SLAB
WALL SECTION _f SLAB ON GRADE
C DETAIL (TYP.)
�-oSCALE: N.T.S.
10 MIL VAPOR BARRIER
COMPACTED FILL
CMU
OPENING REINF.
SCHEDULE
6"
13"
3'-0"
MIN
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"A"
BARS
"B"
BARS
"C"
BARS
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8"
12"
81•
12"
81,
12"
81P
12"
CONSTRUCTION, INC.
I
CMU
CMU
CMU
CMU
CMU
CMU
CMU
CMU
< 2'- 0"
1-115
2-115
1-,f5
2-,f5
1-115
2-114
ONE
ONE
> 2'-0"
6'-0"
2-7f5
2-jf5
1-jf5
2-J5
1--#5
2-#4
ONE
ONE
> 6'-0"
< 8'-0"
2-#6
2-#6
2-115
2-#6
2-#5
2-#5
TWO
TWO
> 8'-0"
a �X X—
X
x
N
SEE DRAWINGS
SEE TYP. LINTEL BLOCK DET,
"A" BARS IN LINTEL BLOCK
"C" BARS (SEE NOTE 2)
"B" BARS IN "U" BLOCK
(SEE NOTE 3)
CMU OPENING REINFORCEMENT DIAGRAM
CMU OPENING REINFORCING DETAIL (TYP.)
SCALE: N.T.S.
COORDINA TE RECESS
W/ ARCH DRA WINGS
8"x8" THICKENED SLAB
EL. 0'-0" ; SLOPE DN. j
F. F. E.xx-T-
x ---z-�2---�x _ ,x�:
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(1) ,i5 BAR CONT.
EL. SEE PLANS
T. . F.
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I SEE PLAN I
EXTERIOR WALL (BEYOND)
TIE BEAM AT
TOP OF WALL
TIE BEAM AT
BEARING LINE
NOTE 5
NOTE 4
TYP. VERT. REINF
DOWEL REINF.
INTO FTG. (TYP.)
INTERIOR CONC. SLAB. SEE PLANS
THICKENED EDGE (TE) AT DOORWAY
D DETAIL (TYP.)
54.0 SCALE: N.T.S.
VAPOR BARRIER
COMPACT FILL
8" CONC. BLOCK FILLED SOLID.
SEE PLANS FOR REINF.
CONTINUOUS FOOTING
(SEE SCHEDULE FOR REINF.)
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'-0", "C" BARS SHALL
EXTEND FULL HEIGHT (FOUNDATION 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
DRA WINGS FOR E. O. R. APPRO VA L.
Z SEE SHEET S5.0 FOR DROP BEAM LOCA TION.
SEE CMU OPENING REINF.a•
FILL W/ 2.000 PSI MIN. GROUT
•
SCHEDULE FOR REINFORCEMENT
YP LINTEL BLOCK DETAIL
MINIMUM REQUIREMENTS FOR ALL MASONRY WALLS
A. SEE PLAN FOR VERTICAL WALL REINFORCING.
B. SEE "CMU OPENING REINF. SCHEDULE" FOR REINFORCEMENT
AROUND OPENINGS.
C. VERTICAL REBAR REQ'D AT EACH SIDE OF ALL VERT. WALL
JOINTS (CONTROL do EXPANSION JOINTS) AS APPLICABLE.
D. LAP VERTICAL REBAR 48 BAR DIAMETERS 24" MIN. FOR
30" MIN FOR ,f5, 34" MIN FOR 116, 42" MIN FOR J7
E. FILL BLOCK CELLS SOLID W/ 2,000 PSI GROUT WHERE BARS
OCCUR.
F. ALL HORIZONTAL AND VERTICAL REBARS ARE TO BE
POSITIONED IN BLOCK CELLS USING PREFABRICATED WIRE
POSITIONERS @ 48" MAX (9 GA. MIN.)
G. IF APPLICABLE, SEE BEAM OR LINTEL BEARING DETAILS FOR
ADD1 TONAL WALL REINFORCING REQUIRED UNDER BEARING
PLA TES.
H. CONSTRUCT ALL WALLS IN 6'-0" MAXIMUM LIFTS. CALL
FOR SPECIAL INSPECTION PRIOR TO PLACING NEXT LIFT.
8" CMU BLOCK
(2) f5 REBARS
WWF. SEE PLANS FOR SIZE
EL. 0'-O"
F.F.E.
VAPOR BARRIER —/
r -B -N CMU FILLED CELL DETAIL (TYP)
54.0 SCALE: Y4"=1'-0"
INSPECTION HOLES SHALL
BE ON BUILDING EXTERIOR
SIDE WHERE POSSIBLE.
SHALL BE PLACED IN LEAST
VISUAL SIDE OF WALL
4/2"x4i/2" CUT MASONRY
INSPECTION AND CLEAN
CUT HOLE (TYP)
DOWEL TO MATCH VERTICAL
9 GAGE JOINT REINF.
0 16" (TYP.)
8" CMU BLOCK
EL. 0'-0"
F.F.E.
A,, EL, SEE PLANS
0. F.
CONTINUOUS FOOTING
(SEE SCHEDULE FOR REINF.)
%2" JOINT FILLER do SEALANT
4" CONC. SLAB
WALL SECTION _f SLAB ON GRADE
C DETAIL (TYP.)
�-oSCALE: N.T.S.
10 MIL VAPOR BARRIER
COMPACTED FILL
THICKENED SLAB (TS)
E DETAIL (TYP.)
4.0 SCALE: N.T.S.
EL. 0'--O"
F.F.E. r -x --x-
N 4.�x_._�.�..x✓
SEE PLAN
THICKENED EDGE SLAB (TE)
DETAIL (TYP.)
�-oSCALE: N.T.S.
W. W. F @ 1j -FROM TOP OF
SLAB U.N.O.
VAPOR BARRIER
(1) J5 CONT.
COMPACTED FILL PER
GENERAL NOTES
CORNER BAR NOTES.,
1. PROVIDE CORNER BARS AS SHOWN FOR TOP & BOTTOM BARS AT
ALL CORNERS AND INTERSECTIONS OF TIE BEAMS AND FOUNDATIONS.
. 12" . 12" 12" .
- ` �-- (4) ,f3 HOOPS 0 -
CN
12" 0. C. (TYP)
J5 CORNER BARS
30" MIN. EA. LEG
N
8" CONC. TIE BEAM
CORNER BARS
G DETAIL (TYP.)
SU SCALE: N.T.S.
T
NO TES.
1. POUR STOPS REQ'D AROUND OPENING
2. NO REINFORCEMENT REQ'D WHERE OPENING IS LESS THAN 6"
AND DOES NOT CUT MORE THAN TWO RIBS
(FI--� METAL DECK OPENING(TYP.)
S4.O SCALE: N.T.S.
1/4" JOINT WIDE (SAW CUT OR CUT EVERY OTHER BAR
FORMED) TO BE MADE BETWEEN (507 OF REINFORCEMENT)
2-8 HOURS OF CONCRETE POUR APPROX. 2" EA. SIDE OF JOINT
x x x °x
a
REINFORCEMENT
AS SPECIFIED
NOTE.• 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
I DETAIL (TYP.)
S4.0 SCALE: N.T.S.
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VAPOR BARRIER
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1. PROVIDE CORNER BARS AS SHOWN FOR TOP & BOTTOM BARS AT
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AND DOES NOT CUT MORE THAN TWO RIBS
(FI--� METAL DECK OPENING(TYP.)
S4.O SCALE: N.T.S.
1/4" JOINT WIDE (SAW CUT OR CUT EVERY OTHER BAR
FORMED) TO BE MADE BETWEEN (507 OF REINFORCEMENT)
2-8 HOURS OF CONCRETE POUR APPROX. 2" EA. SIDE OF JOINT
x x x °x
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REINFORCEMENT
AS SPECIFIED
NOTE.• 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
I DETAIL (TYP.)
S4.0 SCALE: N.T.S.
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SHEET TITLE
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TYP I CAL
STRUCTURAL(
DETAILS -
SHEET NUMBER