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NOTES TO THE INSPECTOR/CONTRACTOR TYP. 8'x8' w 1#S 1. PLACE LINTEL ACROSS TOP OF OPENING, BOND BEAM 2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL. \' 3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING S �t PLACE STEEL HEIGHT, O REINFORCING (1-2) 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1) 05 BAR CONTINUOUS AROUND AS DEPICTED HEREIN. t#5 STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE. TYP. 8'x16' BAR W/ 30' LAP FOR 5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM BOND BEAM / IS PLACED. THE STEEL OJ BEAM IS #5 CORNER EACH COURSE OF BOND BEAM 8 E 1#6 REINFORCING FOR THEOTTT0 BOND BEAM TO CONTINUOUS THROUGH THE / TOP OF THE LINTEL. S / A\6. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16' DEEP. VERTICAL REBAR W/ 10' HOOK �O / g5• FOP 8x16 DEL. BOND TOP BEAM W/ #5 BAR BOND BEAM / ,\�•`L 0 QP� (1) EACH COURSE '\O O 8x8 BOND BEAM TOP OF BOND BEAM • G�\a W/ (1) #5 BARIREFER 30" TYPICAL /GROUT GROUT SOLID FR•� TOP I tY\O� U = UNFILLED .j1\O NOMINAL LINTEL TO TOP OOF OPENING WIDTH /"� # OF #5'S, IN 2ND BOND BEAM, IF FILLED BEAM COURSE #5 BAR IN BOND BEAM SEE NOTE 5 Il/ j 6-1 T/ 1 M/ B 8X8 PRE -CAST C pr EF�P NOMINAL LINTEL W/ (1) #5 ✓ LENGTH OF BAR OF MASONRY QP HEIGHT # OF #5'S, TOP 9 OPENING-2' BEAM DESIGNATION CORNER IT IS THIS ENGINEER'S INTENT BOND BEAM COURSE DR n REINFORCING OF BOND BEAM THAT XFXX-1T/1MOB INDICATES AoouBLE BOND BEAM #OF #5'S, BOTTOM 8x8 PRE -CAST CG SCALE:3a'=1'-0' 1 AND XFXX - IT/OM/OB INDICATES A SINGLE BOND BEAM PLACED IN LINTEL LINTEL, W/O STEFERIT ISTHIS ENGINEER'S INTENT TO PLAN FOR LO AND XUXX -1T/1 M/OB INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED TOPs. LINTEL OF OPENING AND XUXX - 1T/OM/0B INDICATES A SINGLE BOND BEAM ABOVE UNFILLED LINTEL PRECAST HEADER(MIN) 2x4 (MIN 2 X 3) 1-3116 SINGLE BOND BEAM TAPCON OR DRIVE PIN (MIN AT HIGHER ELEVATION SHANK SIZE.145 MIN HEAD WINDOW SIZE .300 MIN EMBEDMENT 1 SINGLE BOND BEAM 1/4') 8' FROM EACH END AND AT LOWER ELEVATION 18. O.C. MAX. MIN 1-1/4' EMBEDMENT #5 BAR BENT AS SHOWN 2.6 (MIN 2 X 3) 2-3/16 TAPCON PRE -CAST' 3 iA4' n. OR DRIVE PIN (MIN SHANK WINDOW SIZE.145 MIN HEAD SIZE .300 SILL MIN EMBEDMENT 1 1/4') 8' a SLOPE FROM EACH END AND 18' 70° 2"O EMBEDMENT1114' 4 - 2x8 (MIN 2 X 3) 2-3/16 TAPCON OR DRIVE PIN (MIN OPEN FACE SHELL SO SHANK SIZE.145 MIN HEAD AS TO ALLOW BENT SIZE .300 MIN EMBEDMENT 1 2X4 SOLID BLOCKING BAR TO BE PLACED IN 1/4') 8' FROM EACH END AND SECURE TO SHEATHING W/ UPPER AND LOWER #5 MIN. REQUIRED IN 18' O.C. MAX. MIN 1-1/4' MIN. 2-12d PER ELK. EA. END BOND BEAM EACH CELL HOOKED IN EMBEDMENT TOP BOND BEAM W/ 7/16' OSB SHEATHING STANDARD ACI HOOK TYPICAL MASONRY WINDOW CMU WALL � ILL CONSTRUCTION CORNER BARS ARCHWAY FRAMING DETAIL AT CORNER STEP -- 5 SCALE: 3W.V-0' S SCALE: 3/4'=1'-0' �\ PROVIDE 3' DIA. HOLE IN LINTEL SO THAT VERT. REINF. BAR CONTINUES THROUGH LINTEL. I SINGLE #5 CORNER I BAR, 3Ox30 TURNED UP OR TURNED DOWN INTO STEEL REINF. OF EF P FILLED CELL BOND. BEAM g II I II I U JE II I�8x8 II CMU PIER PROVIDE #5 BAR W/ SINGLE OR DOUBLE REINF. BAR($), AT EACH SIDE SEE PLAN. / STEEL REINF. OF OF AT ENSURE THAT PIER GROUTS BENEATH BOND.BEAM CHANGE LINTEL. CHANGEIN OF BOND BEAM 07ELEVATION SCALE: 3/4'=1-0' SINGLE LINTEL, MULTIPLE OPENINGS 6 SCALE: 3/4'=1'-0' A R C N IT 19 T i 6 Grou III 441 N. RONALD REAGAN BLV LONGWOOD, FL 32750 PH: 407-7744078 FAX: 407.77"078 www.ebdWpgmup.com AA #: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5438 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813886.2628 FAX: 8134366-2802 �BIIIIIIIII! D � 10/30/20 SCALE: 1/4"=1'-O" 8iIEICT s2.1A