|
#5 CORNER BAR W/ 3W LAP FOR EACH
<br />COURSE OF BOND BEAM
<br />VERTICAL REBAR W/ 1WHOOK
<br />3(r TYPICAL
<br />#5 BAR IN BOND BEAM
<br />OPEN FACE SHELL SO
<br />AS TO ALLOW BENT
<br />BAR TO BE PLACED IN
<br />UPPER AND LOWER
<br />SONDBEAM
<br />CORNER
<br />REINFORCING OF BOND BEAM
<br />SCALE 3fV=V-O"
<br />CORNER BARS
<br />AT CORNER STEP
<br />1441 N , RONALD REAGAN B1
<br />LONGWOOD, FIL 32750
<br />PH: 407-774-6078
<br />FAX: 407-7744078
<br />www.abdesigngroup. m
<br />AA 0. 0003325
<br />2. IF BOTTOM STEEL 1
<br />3. PLACE MASONRY U
<br />PLACE STEEL HEIGHT
<br />REINFORCING (1-2) 4, THE LAST COURSE
<br />AS DEPICTED HEREIN. STRUCTURE. A DOUB
<br />TWO COURSES ARE
<br />5. SHOULD THE DOU
<br />COURSE OF BOND BE
<br />REINFORCINGFORT
<br />TOP OF THE LINTEL.
<br />N C MPOSITE
<br />Eu.
<br />F FILLED W/ GROUT
<br />& U UNFILLED
<br />NOMINAL # OF #5'S IN 2ND BOND
<br />WIDTH BEAM CI3URSE
<br />K. I —lT/1 IAI�B
<br />6
<br />NOMINAL
<br />HEIGHT #OF #5-S TOP
<br />IT IS THIS E GINEER'S INTENT BOND BEAM COURSE
<br />THAT XFXX - ITil MIOB INDICATES A DOUBLE BOND BEAM # OF #5'S, BOTTOM
<br />ANDXFXX.IT XIS INDICATES A SINGLE BOND BEAM PLACED IN LINTEL
<br />IT IS THIS ENGIN ER'S INTENT
<br />A 0 XUXX - lT/lM/0B INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED
<br />LINTEL
<br />NOTES TO THE INSPECTOR/CONTRACTOR TYP. W'W'
<br />I PLACE LINTEL ACROSS TOP OF OPENING. BOND BEAM
<br />S REQUIRED PLACE #5 BAR IN LINTEL.
<br />NITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING
<br />WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND
<br />LE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST
<br />BOND BEAMS WITH A #5 BAR IN EACH COURSE. TYP. 9�1161
<br />OLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM BONDBEAM
<br />AM IS OMITTED AND A LINTEL IS PLACED. THE STEEL
<br />HE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE
<br />MASONRY BEAM 15 TO BE NOT LESS THAN 19'DEEP.
<br />WINDOW
<br />PRE -CAST
<br />WINDOW
<br />SILL
<br />SLOPE
<br />TYPICAL MASONRY WINDOW
<br />SILL CONSTRUCTION
<br />SX16 OBL BOND TOP OF-$,
<br />'). M
<br />BEAM W/ ( BAR BOND BEA
<br />EACH COURSE
<br />&8 BOND BEAM TOP 0
<br />W/ (1) #5 BAR BOND MAIO—
<br />GROUT SOLID FROM 4TOP
<br />LINTEL TO TOP OF BOND OF OPENING
<br />BEAM, IF FILLED LINTEL
<br />SEE NOTE 5
<br />8x8 PRE -CAST CONCRETE
<br />(1) #5 BAR
<br />LINTEL W/ (1-2) MASONRY
<br />LENGTH OF BAR = WIDTH OF BEAM DESIGNATION
<br />OPENING - 2"
<br />OR
<br />8.8 PRE -CAST CONCRETE
<br />LINTEL, W/O STEEL (LI) REFER
<br />To PLAN FOR LOCATIONS
<br />E.
<br />SINGLE #5 CORNER ---------
<br />BAR, 3Ox3O TURNED Up
<br />OR TURNED DOWN INTO STEEL REINF. OF
<br />FILLED CELL BOND.BEAM
<br />rf4- PROVIDE #5 BAR
<br />EACH SIDE
<br />OF ELEVATION
<br />ONO BEAM CHANGE
<br />STE =L REINF. OF
<br />B
<br />CHANGEIN
<br />ELEVATION OF BOND BEAM
<br />MIXISECTION FASOMSPACM
<br />d. =Z'MIN. 2 J� MAX
<br />2 t MIN. r MAX
<br />�'MIN. 2 k MAX
<br />ed fMIN, 2 j- MAX
<br />d. =TMIN, 2 J'MAX
<br />2 i'MIN, 9" MAX
<br />(2) 2z$ �'MIN, 2 � MAX'
<br />k MIN, 2 J"MAX
<br />d. =2" MIN, 2 t'MAX
<br />% 2 ?'MIN, 9"MAX
<br />(2)2it % MIN, 2 � MAX
<br />ed MIN, 2 �'MAX
<br />'MUST HAVE 2 OR MORE LONGITUDINAL
<br />ROM OF NAILS
<br />NOTE
<br />ADJACENT NAILS ARE DRIVEN FROM
<br />OPPOSITE SIDES OF THE COLUMN
<br />ALL NAILS PENETRATE ALL
<br />LAMINATIONS AND AT LEAST 1 �- OF
<br />THE THICKNESS OF THE OUTERMOST
<br />LAMINATION
<br />WHERE
<br />d.= END DISTANCE
<br />, z SPACING BETWEEN ADJACENT FASTENERS
<br />INAROW
<br />� = SPACING BETWEEN ROWS OF FASTENERS
<br />e, = EDGE DISTANCE
<br />DOUBLE STUD W/ 10d NAIL ATTACHMENT
<br />lu
<br />Z-
<br />re
<br />A
<br />;;Pw ul
<br />to
<br />0
<br />[BUDDIV. a w7l
<br />ABBOTT PAIR&
<br />LOT #10
<br />BLK #12
<br />PHASE4C
<br />PROJECT#
<br />04181.04C-10121
<br />MODEL.
<br />E401
<br />2828—ENSLEY"
<br />GARAGE 8VrMG:
<br />LEFT
<br />PAGE:
<br />DETAILS
<br />160 MPH EXP. C
<br />LE
<br />[ PRINT
<br />DATE: 12/07/121]
<br />SCAL.E: 1/4"=f-0"
<br />SHEET
<br />S2. IA
<br />—#5 MIN. REQUIRED IN
<br />EACH CELL HOOKED IN
<br />TOP BOND BEAM Wl
<br />STANDARD ACJ HOOK
<br />2. IF BOTTOM STEEL 1
<br />3. PLACE MASONRY U
<br />PLACE STEEL HEIGHT
<br />REINFORCING (1-2) 4, THE LAST COURSE
<br />AS DEPICTED HEREIN. STRUCTURE. A DOUB
<br />TWO COURSES ARE
<br />5. SHOULD THE DOU
<br />COURSE OF BOND BE
<br />REINFORCINGFORT
<br />TOP OF THE LINTEL.
<br />N C MPOSITE
<br />Eu.
<br />F FILLED W/ GROUT
<br />& U UNFILLED
<br />NOMINAL # OF #5'S IN 2ND BOND
<br />WIDTH BEAM CI3URSE
<br />K. I —lT/1 IAI�B
<br />6
<br />NOMINAL
<br />HEIGHT #OF #5-S TOP
<br />IT IS THIS E GINEER'S INTENT BOND BEAM COURSE
<br />THAT XFXX - ITil MIOB INDICATES A DOUBLE BOND BEAM # OF #5'S, BOTTOM
<br />ANDXFXX.IT XIS INDICATES A SINGLE BOND BEAM PLACED IN LINTEL
<br />IT IS THIS ENGIN ER'S INTENT
<br />A 0 XUXX - lT/lM/0B INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED
<br />LINTEL
<br />NOTES TO THE INSPECTOR/CONTRACTOR TYP. W'W'
<br />I PLACE LINTEL ACROSS TOP OF OPENING. BOND BEAM
<br />S REQUIRED PLACE #5 BAR IN LINTEL.
<br />NITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING
<br />WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND
<br />LE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST
<br />BOND BEAMS WITH A #5 BAR IN EACH COURSE. TYP. 9�1161
<br />OLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM BONDBEAM
<br />AM IS OMITTED AND A LINTEL IS PLACED. THE STEEL
<br />HE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE
<br />MASONRY BEAM 15 TO BE NOT LESS THAN 19'DEEP.
<br />WINDOW
<br />PRE -CAST
<br />WINDOW
<br />SILL
<br />SLOPE
<br />TYPICAL MASONRY WINDOW
<br />SILL CONSTRUCTION
<br />SX16 OBL BOND TOP OF-$,
<br />'). M
<br />BEAM W/ ( BAR BOND BEA
<br />EACH COURSE
<br />&8 BOND BEAM TOP 0
<br />W/ (1) #5 BAR BOND MAIO—
<br />GROUT SOLID FROM 4TOP
<br />LINTEL TO TOP OF BOND OF OPENING
<br />BEAM, IF FILLED LINTEL
<br />SEE NOTE 5
<br />8x8 PRE -CAST CONCRETE
<br />(1) #5 BAR
<br />LINTEL W/ (1-2) MASONRY
<br />LENGTH OF BAR = WIDTH OF BEAM DESIGNATION
<br />OPENING - 2"
<br />OR
<br />8.8 PRE -CAST CONCRETE
<br />LINTEL, W/O STEEL (LI) REFER
<br />To PLAN FOR LOCATIONS
<br />E.
<br />SINGLE #5 CORNER ---------
<br />BAR, 3Ox3O TURNED Up
<br />OR TURNED DOWN INTO STEEL REINF. OF
<br />FILLED CELL BOND.BEAM
<br />rf4- PROVIDE #5 BAR
<br />EACH SIDE
<br />OF ELEVATION
<br />ONO BEAM CHANGE
<br />STE =L REINF. OF
<br />B
<br />CHANGEIN
<br />ELEVATION OF BOND BEAM
<br />MIXISECTION FASOMSPACM
<br />d. =Z'MIN. 2 J� MAX
<br />2 t MIN. r MAX
<br />�'MIN. 2 k MAX
<br />ed fMIN, 2 j- MAX
<br />d. =TMIN, 2 J'MAX
<br />2 i'MIN, 9" MAX
<br />(2) 2z$ �'MIN, 2 � MAX'
<br />k MIN, 2 J"MAX
<br />d. =2" MIN, 2 t'MAX
<br />% 2 ?'MIN, 9"MAX
<br />(2)2it % MIN, 2 � MAX
<br />ed MIN, 2 �'MAX
<br />'MUST HAVE 2 OR MORE LONGITUDINAL
<br />ROM OF NAILS
<br />NOTE
<br />ADJACENT NAILS ARE DRIVEN FROM
<br />OPPOSITE SIDES OF THE COLUMN
<br />ALL NAILS PENETRATE ALL
<br />LAMINATIONS AND AT LEAST 1 �- OF
<br />THE THICKNESS OF THE OUTERMOST
<br />LAMINATION
<br />WHERE
<br />d.= END DISTANCE
<br />, z SPACING BETWEEN ADJACENT FASTENERS
<br />INAROW
<br />� = SPACING BETWEEN ROWS OF FASTENERS
<br />e, = EDGE DISTANCE
<br />DOUBLE STUD W/ 10d NAIL ATTACHMENT
<br />lu
<br />Z-
<br />re
<br />A
<br />;;Pw ul
<br />to
<br />0
<br />[BUDDIV. a w7l
<br />ABBOTT PAIR&
<br />LOT #10
<br />BLK #12
<br />PHASE4C
<br />PROJECT#
<br />04181.04C-10121
<br />MODEL.
<br />E401
<br />2828—ENSLEY"
<br />GARAGE 8VrMG:
<br />LEFT
<br />PAGE:
<br />DETAILS
<br />160 MPH EXP. C
<br />LE
<br />[ PRINT
<br />DATE: 12/07/121]
<br />SCAL.E: 1/4"=f-0"
<br />SHEET
<br />S2. IA
<br />—#5 MIN. REQUIRED IN
<br />EACH CELL HOOKED IN
<br />TOP BOND BEAM Wl
<br />STANDARD ACJ HOOK
<br />CHANGEIN
<br />ELEVATION OF BOND BEAM
<br />MIXISECTION FASOMSPACM
<br />d. =Z'MIN. 2 J� MAX
<br />2 t MIN. r MAX
<br />�'MIN. 2 k MAX
<br />ed fMIN, 2 j- MAX
<br />d. =TMIN, 2 J'MAX
<br />2 i'MIN, 9" MAX
<br />(2) 2z$ �'MIN, 2 � MAX'
<br />k MIN, 2 J"MAX
<br />d. =2" MIN, 2 t'MAX
<br />% 2 ?'MIN, 9"MAX
<br />(2)2it % MIN, 2 � MAX
<br />ed MIN, 2 �'MAX
<br />'MUST HAVE 2 OR MORE LONGITUDINAL
<br />ROM OF NAILS
<br />NOTE
<br />ADJACENT NAILS ARE DRIVEN FROM
<br />OPPOSITE SIDES OF THE COLUMN
<br />ALL NAILS PENETRATE ALL
<br />LAMINATIONS AND AT LEAST 1 �- OF
<br />THE THICKNESS OF THE OUTERMOST
<br />LAMINATION
<br />WHERE
<br />d.= END DISTANCE
<br />, z SPACING BETWEEN ADJACENT FASTENERS
<br />INAROW
<br />� = SPACING BETWEEN ROWS OF FASTENERS
<br />e, = EDGE DISTANCE
<br />DOUBLE STUD W/ 10d NAIL ATTACHMENT
<br />lu
<br />Z-
<br />re
<br />A
<br />;;Pw ul
<br />to
<br />0
<br />[BUDDIV. a w7l
<br />ABBOTT PAIR&
<br />LOT #10
<br />BLK #12
<br />PHASE4C
<br />PROJECT#
<br />04181.04C-10121
<br />MODEL.
<br />E401
<br />2828—ENSLEY"
<br />GARAGE 8VrMG:
<br />LEFT
<br />PAGE:
<br />DETAILS
<br />160 MPH EXP. C
<br />LE
<br />[ PRINT
<br />DATE: 12/07/121]
<br />SCAL.E: 1/4"=f-0"
<br />SHEET
<br />S2. IA
<br />—#5 MIN. REQUIRED IN
<br />EACH CELL HOOKED IN
<br />TOP BOND BEAM Wl
<br />STANDARD ACJ HOOK
<br />MIXISECTION FASOMSPACM
<br />d. =Z'MIN. 2 J� MAX
<br />2 t MIN. r MAX
<br />�'MIN. 2 k MAX
<br />ed fMIN, 2 j- MAX
<br />d. =TMIN, 2 J'MAX
<br />2 i'MIN, 9" MAX
<br />(2) 2z$ �'MIN, 2 � MAX'
<br />k MIN, 2 J"MAX
<br />d. =2" MIN, 2 t'MAX
<br />% 2 ?'MIN, 9"MAX
<br />(2)2it % MIN, 2 � MAX
<br />ed MIN, 2 �'MAX
<br />'MUST HAVE 2 OR MORE LONGITUDINAL
<br />ROM OF NAILS
<br />NOTE
<br />ADJACENT NAILS ARE DRIVEN FROM
<br />OPPOSITE SIDES OF THE COLUMN
<br />ALL NAILS PENETRATE ALL
<br />LAMINATIONS AND AT LEAST 1 �- OF
<br />THE THICKNESS OF THE OUTERMOST
<br />LAMINATION
<br />WHERE
<br />d.= END DISTANCE
<br />, z SPACING BETWEEN ADJACENT FASTENERS
<br />INAROW
<br />� = SPACING BETWEEN ROWS OF FASTENERS
<br />e, = EDGE DISTANCE
<br />DOUBLE STUD W/ 10d NAIL ATTACHMENT
<br />lu
<br />Z-
<br />re
<br />A
<br />;;Pw ul
<br />to
<br />0
<br />[BUDDIV. a w7l
<br />ABBOTT PAIR&
<br />LOT #10
<br />BLK #12
<br />PHASE4C
<br />PROJECT#
<br />04181.04C-10121
<br />MODEL.
<br />E401
<br />2828—ENSLEY"
<br />GARAGE 8VrMG:
<br />LEFT
<br />PAGE:
<br />DETAILS
<br />160 MPH EXP. C
<br />LE
<br />[ PRINT
<br />DATE: 12/07/121]
<br />SCAL.E: 1/4"=f-0"
<br />SHEET
<br />S2. IA
<br />—#5 MIN. REQUIRED IN
<br />EACH CELL HOOKED IN
<br />TOP BOND BEAM Wl
<br />STANDARD ACJ HOOK
<br />NOTE
<br />ADJACENT NAILS ARE DRIVEN FROM
<br />OPPOSITE SIDES OF THE COLUMN
<br />ALL NAILS PENETRATE ALL
<br />LAMINATIONS AND AT LEAST 1 �- OF
<br />THE THICKNESS OF THE OUTERMOST
<br />LAMINATION
<br />WHERE
<br />d.= END DISTANCE
<br />, z SPACING BETWEEN ADJACENT FASTENERS
<br />INAROW
<br />� = SPACING BETWEEN ROWS OF FASTENERS
<br />e, = EDGE DISTANCE
<br />DOUBLE STUD W/ 10d NAIL ATTACHMENT
<br />lu
<br />Z-
<br />re
<br />A
<br />;;Pw ul
<br />to
<br />0
<br />[BUDDIV. a w7l
<br />ABBOTT PAIR&
<br />LOT #10
<br />BLK #12
<br />PHASE4C
<br />PROJECT#
<br />04181.04C-10121
<br />MODEL.
<br />E401
<br />2828—ENSLEY"
<br />GARAGE 8VrMG:
<br />LEFT
<br />PAGE:
<br />DETAILS
<br />160 MPH EXP. C
<br />LE
<br />[ PRINT
<br />DATE: 12/07/121]
<br />SCAL.E: 1/4"=f-0"
<br />SHEET
<br />S2. IA
<br />—#5 MIN. REQUIRED IN
<br />EACH CELL HOOKED IN
<br />TOP BOND BEAM Wl
<br />STANDARD ACJ HOOK
<br />[BUDDIV. a w7l
<br />ABBOTT PAIR&
<br />LOT #10
<br />BLK #12
<br />PHASE4C
<br />PROJECT#
<br />04181.04C-10121
<br />MODEL.
<br />E401
<br />2828—ENSLEY"
<br />GARAGE 8VrMG:
<br />LEFT
<br />PAGE:
<br />DETAILS
<br />160 MPH EXP. C
<br />LE
<br />[ PRINT
<br />DATE: 12/07/121]
<br />SCAL.E: 1/4"=f-0"
<br />SHEET
<br />S2. IA
<br />—#5 MIN. REQUIRED IN
<br />EACH CELL HOOKED IN
<br />TOP BOND BEAM Wl
<br />STANDARD ACJ HOOK
<br />
|