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#5 CORNER BAR WI 30" LAP FOR EACH COURSE OF BOND BEAM VERTICAL REBAR W/ 10' HOOK\�' NOTES TO THE INSPECTOR/CONTRACTOR TYR no, M-M-1#5 1. PLACE LINTEL ACROSS TOP OF OPENING. BOND BEAM 2. IF BOT 3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING�t �OF PLACE STEEL HEIGHT. TOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL. \,\� REINFORCING (1-2) 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#6 TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE. TYR 8'k16" �p 5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM BOND BEAM r' COURSE OF BOND BEAM IS OMITTED AND A LINTEL IS PLACED. THE STEEL m REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE 1#6 / / A TOP OF THE LINTEL. O 6. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEEP.- Py's FTG 8X16 OSL BOND TOP OF / Z' QiL� BEAM W/ (1) #5 BAR BOND BEAM S EACH COURSE '\QS� 8X8 BOND BEAM TOP OF 30" TYPICAL •�\r\O W/ (1) 05 BAR .L: BOND BEAM F =FILLED W/GROUT .\\�`NO U UNFILLED GROUT SOLID FROM T P #5 BAR IN BOND BEAM �j1\0 NOMINAL LINTEL TO TOP OF BOND OF OPENING WIDTH # OF #5'S, IN 2ND BOND BEAM BEAM COURSE SEE NOTE 5 �/c p �16-1T/1 v LINTELW/((11))#5BAR(L2)E NOMINAL CORNER LENGTH OF BAR =WIDTH OF MASONRY Q HEIGHT # OF #5'S, TOP Q OPENING - 2' BOND BEAM COURSE OR 2 BEAM DESIGNATION 1 REINFORCING OF BOND BEAM SCALE: 3/a'=1'-0" IT IS THIS ENGINEER'S INTENT # OF #5'S, BOTTOM 8X8 PRE -CAST CONCRETE THAT XFXX - 1T/1 MIOB INDICATES A DOUBLE BOND BEAM PLACED IN LINTEL LINTEL, W/O STEEL(L1) REFER AND XFXX-,T/OWOB INDICATES A SINGLE BOND BEAM TO PLAN FOR LOCATIONS TOP OF OPENING PRECAST HEADER(MIN) SINGLE BOND BEAMA AT HIGHER ELEVATION 2X4 (MIN 2 X 3)1-3116 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD WINDOW SIZE .300 MIN EMBEDMENT t SINGLE BOND BEAM 1/4") 8" FROM EACH END AND AT LOWER ELEVATION 1S' O.C. MAX. MIN 1-114' - EMBEDMENT #5 BAR BENT AS SHOWN 3 114„ PRE -CAST la WINDOW N 2X6 (MIN 2 X 3) 2-3/16 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE .300 SILL 'v SLOPE MIN EMBEDMENT 1 1/4") 8" FROM EACH END AND 18" O.C. MAX MIN 1-1/4" EMBEDMENT T 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 1S' O.C. MAX. MIN 1-1M" EMBEDMENT IN. 2-12d PER BLK. EA. END TOP BOND BEAM W/ STANDARD ACI HOOK. TYPICAL MASONRY WINDOW 7118OSB SHEATHING CMU WALL CORNER BARS 3 AT CORNER STEP SCALE: 1 SILL CONSTRUCTION '4 SCALE: ,----0„ ARCHWAY FRAMING DETAIL — 5 SCALE: \ , PROVIDE 3" DIA. HOLE IN LINTEL 50 THAT VERT. REINF. BAR CONTINUES THROUGH LINTEL. I I I a I — I SINGLE #5 CORNER I BAR, 30X30 TURNED UP OR TURNED DOWN INTO STEEL REINF. OF FILLED CELL BOND. BEAM 0 II I II'I / 8X8 CMUPIER W/ SINGLE OR DOUBLE REINF. BAR(S), SEE PLAN. ENSURE THAT PIER GROUTS BENEATH LINTEL rHl PROVIDE BAR AT EACH SIDE STEEL REINF. OF OF ELEVATION BOND. BEAM CHANGE CHANGE IN ELEVATION OF BOND BEAM 7 SCALE: 6 SINGLE LINTEL, MULTIPLE OPENINGS d N. RONALD REAGAN 81 LONGWOOD, FL32750 PH:407-774-6078 FAX: 407-7744078 www.a bdeatgngroup.com AA M: 0003325 A111N1 �ennn SvnDiv. ee LOT SILVERADO LOT #5 BLK #7 PROJECT* 04128.002-05071 MODEL: 4ENB "1751- NEUVILLE" GARAGE SWING: LEFT PAGE: DETAJEXP. 50 MPH