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#5 CORNER BAR W/ 30" LAP FOR EACH COURSE OF BOND BEAM VERTICAL REBAR W/ 1O" HOOK 30" TYPICAL #5 BAR IN BOND BEAM CORNER 1 REINFORCING OF BOND BEAM SCALE: 3/4".1'-O" NOTES TO THE INSPECTOR/CONTRACTOR TYp 8'xg' fflizp 1. PLACE LINTEL ACROSS TOP OF OPENING. BOND BEAM °D aZj-I 2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL. \' 3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING--* PLACE STEEL HEIGHT. �O REINFORCING (1_2) 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND aG� 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'k18" QP 5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM BOND BEAM ^ GCOURSE OF BOND �ti / REINFORCING ORBEAM IS OMITTED AND A LINTEL E BOTTOM EAMS TOIS PLACED. THE STEEL BE CONTINUOUS THROUGH THE 1#5 / A TOP OF THE LINTEL. P'`� S. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 18" DEEP. *--- p,0s' FrG Bx16 DBL. BOND TOP OF `t QPF' BEAM W/(1)#5 BAR BOND BEAM •\Q 8 EACH COURSE \<\G 8x8 BOND BEAM TOP OF o • GQF.� W/(1)#5 BAR .� BOND BEAM F =FILLED W/GROUT I .�Y\GF U =UNFILLED GROUT SOLID FROM TOP \� NOMINAL LINTEL TO TOP OF BOND OF OPENING WIDTH /� # OF #5'S, IN 2ND BOND BEAM BEAM COURSE SEE NOTE 5 6-1 T/1 M/ B 8x8 PRE -CAST CONCRETE P�EF�P NOMINAL LINTEL W/ (i) #5 BAR (L2) QP HEIGHT # OF #5'S, TOP LENGTH OF BAR. WIDTH OF MASONRY g OPENING - 2" BOND BEAM COURSE QR 2 BEAM DESIGNATION IT IS THIS ENGINEER'S INTENT # OF #51S, BOTTOM 8x8 PRE -CAST CONCRETE THAT XFXX-1T/1M/OB INDICATES A DOUBLE BOND BEAM PLACED IN LINTEL LINTEL, W/O STEEL(L1)REFER AND XFXX-1T/OWOB INDICATES A SINGLE BOND BEAM TO PLAN FOR LOCATIONS TOp OF OPENING PRECAST HEADER(MIN) 2x4 (MIN 2 % 3) to/16 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 IF 1/4") 8" FROM EACH END AND AT LOWER ELEVATION tall O.C. MAX. MIN 1-1/4" I EMBEDMENT #5 BAR BENT AS SHOWN PRE CAST <3 1!4" 2X6APCON OR (MIN 2 X 3) MIN S ANK OR DRIVE PIN (MIN SHANK WINDOW SILL SLOPE SIZE.145 MIN HEAD SIZE .300 MIN EMBEDMENT 1 1/4") 6- FROM EACH END AND 18" O.C. MAX. MIN 1-1/4" 0 ' 2fO EMBEDMENT 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/ /7/16!'OSB UPPER AND LOWER #5 MIN. REQUIRED IN 18" O.C. MAX. MIN 1-114" MIN. 2-12d PER BLK EA. END EMBEDMENT VCMUWALL BOND BEAM EACH CELL HOOKED IN TOP BOND BEAM W/ SHEATHING STANDARD ACI HOOK TYPICAL MASONRY WINDOW SILL CONSTRUCTION CORNER BARS 4O ARCHWAY FRAMING DETAIL AT CORNER STEP SCALE: 11/2".1'-0" 5 9 SCALE: 3/4".1'-0" PROVIDE 3" DIA, HOLE IN LINTEL SO THAT VERT. REINF. BAR CONTINUES THROUGH LINTEL. > I SINGLE #5 CORNER A BAR, 3OX30 TURNED Up OR TURNED DOWN INTO . REINF. OF P�F BOND. FILLED CELL BONDD. SEAM I Y II II / II Uf 8x8 CMU PIER PROVIDE #5 BAR W/ SINGLE OR DOUBLE REINF. SARIS), AT EACH SIDE SEE PLAN. / L STEEL REINF. OF OF ELEVATION ENSURE THAT PIER GROUTS BENEATH BOND. BEAM CHANGE LINTEL. CHANGE IN ELEVATION OF BOND BEAM 7 SCALE: 3/4".1'-0" SINGLE LINTEL, MULTIPLE OPENINGS 6 SCALE: 3/4".1'-0" 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-WIS FAX: 407-7744078 www.abdesigngroup.com AA 8: 0003325 h L4 V A STATER �R rF1DA , UG ` 1p A ABOUCHACRA NO 93723 D TI 08/20/18 SCALE: 1/4"=1'-0" SHEET s2.1A