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#5 CORNER BAR W/30" LAP FOR EACH COURSE OF BOND BEAM VERTICAL REBAR W/ 1O' HOOK 3P TYPICAL #5 BAR IN BOND BEAM CORNER REINFORCING OF BOND BEAM 1 SCALE: 3/4"=1'-O' NOTES TO THE INSPECTOR/CONTRACTOR TYP 6k6' 1. PLACE LINTEL ACROSS TOP OF OPENING. BOND BEAM 1#5 2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL. 3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARINGPLACE STEEL HEIGHT. REINFORCING (1-2) 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND aGta AS DEPICTED HEREIN. STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED $O THAT THEN THE LAST 15 TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE. TYR 8'k16' 5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM BOND BEAM COURSE OF BOND BEAM IS OMITTED AND A LINTEL IS PLACED. THE STEEL REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE TOP OF THE LINTEL. (- F♦p 6. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16' DEEP. 8 �F Pe' F 8xl6 DEL. BOND TOP OF / 2 e BEAM W/ (1) #5 BAR BOND BEAM EACH COURSE • 8x8 BOND BEAM TOP OF • W/ (1) #5 BAR .y BOND BEAM F F = FILLED W/ GROUT I O U =UNFILLED GROUT SOLID FROM TOP NOMINAL LINTEL TO TOP OF BOND OF OPENING WIDTH # OF #5'S, IN 2ND BOND BEAM, IF FILLED LINTEL. BEAM COURSE SEE NOTE 5 �9. F` �16-1 `T/1 �/c B LINTEL W/(S #5 BARRL2)E QpE NOMINAL LENGTH OF BAR = WIDTH OF MASONRY e HEIGHT # OF #5'S, TOP OPENING z' BEAM DESIGNATION IT IS THIS ENGINEER'S INTENT BOND BEAM COURSE OR n THATXFXX-1T/1M/OB INDICATES A DOUBLE SONDBEAM #OF#5'S, BOTTOM 8x8 PRE -CAST CONCRETE L SCALE: 3/4"=V-0' AND XFXX-1TMM/OB INDICATES A SINGLE BOND BEAM PLACED IN LINTEL LINTEL, W/O STEEL (1-1) REFER IT IS THIS ENGINEER'S INTENT AND XUXX- lTtlMMB INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED TO PLAN FOR LOCATIONS TOP LINTEL OF OPENING AND XUXX-1T)OMIM INDICATES A SINGLE BOND BEAM ABOVE UNFILLED LINTEL PRECAST HEADER(MIN) DEL. BOND BEAM 2x4 (MIN 2 X AT HIGHER ELEVATION (MIN TAPCON OR DRIVE PIN (MIN PIN SHANK SIZE.145 MIN HEAD DEL BOND BEAM SIZE.3DO MIN EMBEDMENT AT LOWER ELEVATION WINDOW 114") 8" FROM EACHNDEAND 18" O.C. MAX. MIN 1-114" #5 BAR BENT AS SHOWN EMBEDMENT 2x6 (MIN 2 X 3) 2-3116 TAPCON 3 OR DRIVE PIN (MIN SHANK < 11. PRE -CAST a SIZE.145 MIN HEAD SIZE .300 WINDOW MIN EMBEDMENT 1 1/4") 8" vp, s SILL FROM EACH END AND 16' - SLOPE O.C. MAX. MIN 1-1/4" § EMBEDMENT 2x8 (MIN 2 X 3) 3/16 OPEN FACE SHELL SO - OR '5 (MIN TSHANK AS TO ALLOW BENT SIZE .14APCON MINVE HEAD BAR TO BE PLACED IN SIZE.3 MIN EMBEDMENT 1 2X450LID BLOCKING UPPER UPPER AND LOWER #5 MIN. REQUIRED IN R 114") 8" FROM EACH END AND SECURE TO SHEATHING W/ BEAM EACH CELL HOOKED IN 78" O.C. MAX. MIN 1-1/4" MIN. 2-12d PER BLK. EA. END TOP BOND BEAM W/ EMBEDMENT STANDARD ACI HOOK 7/16' OSB SHEATHING CORNER BARS TYPICAL MASONRY WINDOW CMU WALL AT CORNER STEP SILL CONSTRUCTION ARCHWAY FRAMING DETAILS C SCALE: 3/4" • V-O" PROVIDE 3" DIA. HOLE IN LINTEL SO THAT VERT. REINF. BAR CONTINUES THROUGH LINTEL. � I I I > r SINGLE #5 CORNER BAR, 3Ox3O TURNED STEEL REINF. OF Qp6 II I / OR TURNED DOWN INTO FILLED CELL BOND. BEAM II I II / 8x8 CMU PIER PROVIDE #5 BAR + W/ SINGLE OR DOUBLE REINF. SARIS), AT EACH SIDE SEE PLAN. I / STEEL REINF. OF OF ELEVATION ENSURE THAT PIER GROUTS BENEATH BOND. BEAM CHANGE LINTEL. CHANGEIN ELEVATION OF BOND BEAM SCALE: 3/4"=1'-0" SINGLE LINTEL, MULTIPLE OPENINGS 6 SCALE'. 3/4"=1'-fY' I1 N. RONALD REAGAN BL LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-7744078 www.a bdes)gngroup.00m AA #: 0003325 W h a iH N g W O O mm Sul3mv Se I+OT ABBOTT PARK LOT #20 BLK #11 PROJECT 04181.0M-20111 UODEl a 4EAB "1672-ARIA" GARAGE 81WING: LEFT PAGE: DETAILS 160 MPH EXP. tj F40LAM A ABOUCHAa9A L AR NO 93723 DRDfT ATZ: 9/22/21 SCALE: 1/4"=V-0" SHEET s2.1A