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#5 CORNER BAR W/ 30" LAP FOR EACH COURSE OF BOND BEAM VERTICAL RESAR W/ 10" HOOK 30" TYPICAL BAR IN BOND BEAM CORNER REINFORCING OF BOND BEAM SCALE: 3/4"=1'-0" NOTES TO THE INSPECTOR/CONTRACTOR TYR8"Xe" 1. PLACE LINTEL ACROSS TOP OF OPENING. BOND BEAM °D i#5 2: IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL. TG\' 3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING PLACE STEEL HEIGHT, OF 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. TYR 8"Ale, Tp 5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM BOND BEAM O� COURSE OF BOND BEAM IS OMITTED AND A LINTEL IS PLACED. THE STEEL l 9__� 1#5 / REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE THE LINTEL. --to 80 NOFCOMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEEP. 8 / �$' �f��" SO DBL. BOND TOP OF BOND BEAM •Q� 0 EACH COURSE G 8x8 BOND BEAM 70P OF BEAM W/ (1) #5 :.0-120-1--ENINA. • �Ga\� W/ (1) 06 BAR .4 BOND BEAM F = FILLED W/ GROUT IO U =UNFILLED GROUT SOLID FROM .jd\0 NOMINAL LINTEL TO TOP OF BOND WIDTH# OF #5'S, IN 2ND BOND BEAM, IF FILLED LINTEL.#5 13EEAAM COURSE SEENOTE 5 A\� F.O 16-1 T/ 1 B 8x8 PRE -CAST CONCRETE $ (DEL LINTELWI (1) #5 BAR (L2) NOMINAL—�� LENGTH OF BAR= WIDTH OF MASONRY Q� HEIGHT # OF #5'S, TOP 9 BOND BEAM COURSE ORE"'"G-2" BEAM DESIGNATION IT IS THIS ENGINEER'S INTENT OR THAT XFXX - 1T/1MIOB INDICATES A DOUBLE BOND BEAM # OF #VS, BOTTOM 8x8 PRE -CAST CONCRETE SCALE: 3/4"=l'-0" AN O XFXX-lT/OMOB INDICATES A SINGLE BOND SEAM PLACED IN LINTEL LINTEL, W/O STEEL (Li)REFER IT IS THIS ENGINEER'S INTENT TO PLAN FOR LOCATIONS AND XUXX - iT/1M/OB INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED OP LINTEL OF OPENING AND XUXX - 1T/OM/08 INDICATES A SINGLE BOND BEAM ABOVE UNFILLED LINTEL PRECAST HEADER(MIN) SINGLE BOND BEAM TXAPCON OR DRIVEPIN(MIN AT HIGHER ELEVATION SHANK SIZE.145 MIN HEAD WINDOW SIZE .300 MIN EMBEDMENT 1 SINGLE BOND BEAM 114") 8" FROM EACH END AND AT LOWER ELEVATION 18" O.C. MAX. MIN 1-1/4" EMBEDMENT #5 BAR BENT ASSHOWN 2x8 (MIN 2X3)2.3116 TAPCON °31w.r, PRE -CAST .4 OR DRIVE PIN (MIN SHANK WINDOW SILL SIZE.145 MIN HEAD SIZE .300 MIN EMBEDMENT 1 114") 8- SLOPE FROM EACH ENO AND 18' O.C. MAX. MIN 1-1/4" EMBEDMENT Q 2x8 (MIN 2 X 3) 2-3116 TAPCON OR DRIVE PIN (MIN OPEN FACE SHELL SO SHANK SIZE.145 MIN HEAD AS TO ALLOW BENT SIZE.3-MIN EMBEDMENT 1 2X4 SOLID BLOCKING BAR TO 8E PLACED IN 114") 8" FROM EACH END AND SECURE TO SHEATHING W/ /7/16" UPPER AND LOWER #5 MIN. REQUIRED IN IV, O. I 1-1MIN. 2-12d PER BLK. EA. END EMBEDMENT VCMUWALL BOND BEAM EACH CELL HOOKED IN TOP BOND BEAM WI OSB SHEATHING STANDARD ACI HOOK TYPICAL MASONRY WINDOW SILL CONSTRUCTION CORNER BARS 4 - ARCHWAY FRAMING DETAIL AT CORNER STEP scALE:11/za=r-0" 5 scALE: 3/<=1-0 3 SCALE: 314"=1'-0" PROVIDE 3" DIA. HOLE IN LINTEL SO THAT VERT. REINF. BAR CONTINUES THROUGH LINTEL. � I > I — I SINGLE #5 CORNER N BAR, 3040 TURNED UP t1 O I I OR TURNED DOWN INTO STEEL REINF. OF FILLED CELL BOND. BEAM I I) II II U 8x8 CMU PIER W/ SINGLE OR DOUBLE REINF. SARIS), PROVIDE #5 BAR AT EACH SIDE SEE PLAN. II / STEEL REINF. OF OF ELEVATION ENSURE THAT PIER GROUTS BENEATH BOND. BEAM CHANGE LINTEL. �U CHANGE IN ELEVATION OF BOND BEAM LINTEL, MULTIPLE OPENINGS SCALE: 314"=1'-0' (DISILNGLE AR0 Fc Groin 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774 6078 FAX 407-7744078 www.abdaggngroup.com AA#:0003325 IF DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5438 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 8134BB64628 FAX: 813 BBB-2802