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#5 CORNER BAR W/ 3d' LAP FOR EACH COURSE OF BOND BEAM VERTICAL REB*HClOK NOTES TO THE INSPECTOR/CONTRACTOR TYP.B"xB,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* ��\c` PLACE STEEL HEIGHT. \AO REINFORCING (L2) 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND NG� 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. OJT 8'k16" dp / 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. 3, 6. LINO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEEP. 05 RHO 8x16 DBL BOND TOP OF S EBEAM W/ ACH COU1) #5 BAR BOND BEAM RSE G 8x8 BOND BEAM TOP OF W/(1)#5 BAR .L; BOND BEAM F =FILLED W/GROUT .\Y\O� U = UNFILLED GROUT SOLID FROM OF #5 B NOMINAL LINTEL TO TOP OF BOND OF OPENING WIDTH #OF#5'S, IN' BOND BEAM BEAM COURSE SEE NOTE 5 1�Cl/// I� o BxBPRECASTCONCRETE "�\�-`Q 16-1T/11Y11 O 5 �f� LINTEL W/(1)#6 BAR (L2) P9 �Q NOMINAL—�� MASONRY LENGTH OF BAR = WIDTH OF CORNER P1 HEIGHT # OF;tlS'S, TOP s OPENING-2' BOND BEAM COURSE OR BEAM DESIGNATION REINFORCING OF BOND BEAM IT IS THIS ENGINEER'S INTENT #OF#VS, BOTTOM 8x8 PRE -CAST CONCRETE SCALE: 3/4"=T-d' THAT XFXX -1T/1 M/08 INDICATES A DOUBLE BOND BEAM PLACED IN LINTEL LINTEL, W/O STEEL (L1) REFER SCALE: 3/4"=1'-0" AND XFXX-1T/0M/0B INDICATES A SINGLE BOND BEAM TO PLAN FOR LOCATIONS p OF OPENING PRECAST HEADER(MIN) SINGLE BOND BEAM AT HIGHER ELEVATION ZA (MIN 2 X 3)1J/16 TAPCON OR DRIVE PIN (MIN SHANK SIZE.146 MIN HEAD WINDOW SIZE .300 MIN EMBEDMENT 1 SINGLE BOND BEAM 1/4") W FROM EACH END AND AT LOWER ELEVATION 19" O.C. MAX. MIN 1-1/4" EMBEDMENT #5 BAR BENT AS SHOWN 2x6 (MIN 2 X 3) 2-3/16 TAPCON :.3 1/4" PRE -CAST _4 OR DRIVE PIN (MIN SHANK WINDOW SIZE. 145 MIN HEAD SIZE .300 SILL i MIN EMBEDMENT 1 1/4") 8" ;p SLOPE FROM EACH END AND 1B' O.C. MAX. MIN 1-1/4" `LSD M EMBEDMENT g? 2x8 (MIN 2X 3)2-3116 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 BOND BEAM EACH CELL HOOKED IN 19, O.C. MAX. MIN 1-114, EMBEDMENT MIN. 2-12tl PER BLK. EA END TOP BOND BEAM W/ 7/16" OSB SHEATHING STANDARD ACI HOOK TYPICAL MASONRY WINDOW CMU WALL CORNER BARS AT CORNER STEP 3 SCALE: 3!4"=1'-0' 4� SILLCONSTRUCTIONARCHWAY SCALE 11T=1'-0 FRAMING DETAIL CJ SCALE: 3/4"=1'-d' PROVIDE 3" DIA HOLE IN LINTEL SO THAT VERT. REINF. BAR CONTINUES THROUGH LINTEL. I > I — SINGLE #5 CORNER I BAR, 30x30 TURNED UP OR TURNED DOWN INTO STEEL REINF. OF FILLED CELL BOND. BEAM s II I II I U — II il 8x8 CMU PIER W/ SINGLE OR DOUBLE REINF. SARIS), PROVIDE #5 BAR AT EACH SIDE SEE PLAN. I) / ENSURE THAT PIER GROUTS BENEATH STEEL REINF. OF OF ELEVATION BOND. BEAM CHANGE LINTEL CHANGE IN ELEVATION OF BOND BEAM 7 SCALE: 3/4"=1'-0" �� SINGLE LINTEL, MULTIPLE OPENINGS v SCALE: 3/4"=1'-0" 1441 N. RONALD REAGAN EllLONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.eom AAA: 0003325 ai 14 tMDM de LOT: SILVERADO LOT #5 BLK #17 PROJECT 04128.00f-05171 MODEU 4ENB "1751— NEUVILLE" GARAGE SWING: LEFT PAOE: DETAILS 150 MPH EXP. B r ARCMEaTt PRINT 10/09/19 DATE: 8CALM 1/4"=1'—O" ssEET S2.1A