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#5 CORNER BAR W/ 30" LAP FOR EACH COURSE OF BOND BEAM VERTICAL REBAR WI 10" HOOK - TYPICAL #5 BAR IN BOND BEAM CORNER REINFORCING OF BOND BEAM 314"=1'-0" NOTES TO THE INSPECTOR/CONTRACTOR TYP. a"xe" 1. PLACE LINTEL ACROSS TOP OF OPENING. BOND BEAM m 1#5 2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL. PLACE STEEL 3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING V\ REINFORCING (L2) 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND AS DEPICTED HEREIN. STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST 1#5 TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE. TYP. n16'. co 5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM BOND BEAM OJT COURSE OF BOND BEAM IS OMITTED AND A LINTEL IS PLACED. THE STEEL / TOP FORCIOF TE G FORTHE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE 6. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEEP.-- PF'F�� 8xl 6 DEL. BOND TOP OF BEAM W/ (1) 5 BAR BOND BEAM •\Q EACH COURSE TOP OF G 8X8 BOND BEAMTBOND�OF • OQti�\a WI (1) #5 BAR.� _ BOND BEAM30" I \Y\U = U1NfED WD/GROUTGROUT SOLID FRTOP NOMINAL LINTEL TO TOP OOF OPENINGWIDTH # OF #'5'S, IN 2ND BOND BEAM, IF FILLED BEAM COURSE SEE NOTE 56-1 T/1 M/ B 8x8 PRE -CAST C�NOMINAL�LENGTH OFLINTEL W/ IBARAR MASONRY #OF#5'S,TOP BEAM DESIGNATION Q HEIGHT OPENING - 2"IT IS THIS ENGINEER'S INTENT BOND BEAM COURSE OR THATXFXX- 1TMWOS INDICATES A DOUBLE BOND BEAM #OF#5'S, BOTTOM 8x8 PRE -CAST CAND XFXX- 1T/OM/0B INDICATES A SINGLE BONDBEAM PLACED IN LINTEL LINTEL, W/O STERITIS THIS ENGINEER'S INTENTSCALE: ANOXUXX - lTllM/OB INDICATESA DOUBLE BOND BEAMABOVE UNFILLED TO PLAN FOR LOT P LINTEL OF OPENING AND XUXX- 1T/OM/OB INDICATES A SINGLE BOND BEAM ABOVE UNFILLED LINTEL PRECAST HEADER(MIN) DBL, BOND BEAM AT HIGHER ELEVATION 2x4 (MIN 2 X 3)1-3/16 TAPCON OR DRIVE PIN (MIN SHANKSIZE.145 MIN HEAD DBL. BOND BEAM SIZE .300 MIN EMBEDMENT 1 AT LOWER ELEVATION WINDOW A- 111.) 8" FROM EACH END AND 18" O.C. MAX.I #5 BAR BENT AS SHOWN P EM EDMENT 2x6 2 X 3) 2-3/16 TAPCON (MIN OR DRIVE PIN (MIN SHANK PRE -CAST .3 1YS` SIZE.145 MIN HEAD SIZE .300 WINDOW � MIN EMBEDMENT 1 1/4") 8" SILL FROM EACH END AND 18' 'v SLOPE O.C. MAX. MIN 1-114" 4 n EMBEDMENT 2x8 (MIN 2 X 3) 2-3/16 OPEN FACE SHELL SO TAPCON OR DRIVE PIN (MIN AS TO ALLOW BENT SHANK SIZE.145 MIN HEAD BAR TO BE PLACED IN SIZE .300 MIN EMBEDMENT 1 2X4 SOLID BLOCKING UPPER AND LOWER BOND BEAM #5 MIN. REQUIRED IN 1/4") 8" FROM EACH END AND SECURE TO SHEATHING W/ EACH CELL HOOKED IN TOP BOND BEAM W/ 18" O.C. MAX. MIN 1-114" MIN. 2-12d PER BLK. EA. END EMBEDMENT STANDARD ACI HOOK 7H6" OSB SHEATHING CORNER BARS TYPICAL MASONRY WINDOW CMU WALL AT CORNER STEP SILL CONSTRUCTION ARCHWAY FRAMING DETAILS 3 4 111T=l'-0" 5 SCALE: 314"=1'-0" SCALE: v PROVDE 3" DIA. HOLE IN LINTEL SO THAT VERT, REINF. BAR CONTINUES THROUGH LINTEL, I I s I s— I SINGLE #5 CORNER A BAR, 3OX30 TURNED UP OR TURNED DOWN INTO STEEL REINF. OF FILLED CELL BOND. BEAM U SX8 CMU PIER PROVIDE ifs BAR W/ SINGLE OR DOUBLE REINF. BAR(S), AT EACH SIDE SEE PLAN. / STEEL REINF. OF OF ELEVATION ENSURE THAT PIER GROUTS BENEATH BOND. BEAM CHANGE LINTEL. CHANGE IN ELEVATION OF BOND BEAM 7 SCAL 4"=V-o" : SINGLE LINTEL, MULTIPLE OPENINGS 6 SCALE: 3/4"=l'-0' 1441 N. RONALD REAGAN 81 LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-7744078 www.abdesigngroup.com L AA #: 0003326 A • BVSDIV & LOT ABBOTT PARK LOT #17 BLK #8 PROJECT* 04181.000-17081 MODEr- 4EAB "1672-ARIA" GARAGE SWING: RIGHT PAGE: DETAILS 160 MPH E C