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#5 CORNER BAR W/ 30" LAP FOR EACH COURSE OF BOND BEAM VERTICAL REBAR W/ 101' HOOK ... #5 BAR IN BOND BEAM REINFORCING OF BOND BEAM 1 3!4"=1'-d' NOTES TO THE INSPECTOR/CONTRACTOR TYR 6k81' 50 1#b 1. PLACE LINTEL ACROSS TOP OF OPENING. BOND BEAM 2. IF BOTTOM STEEL IS REQUIRED PLACE 05 BAR IN LINTEL. \, PLACE STEEL HEIGHTE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING 8 �t Y\OF REINFORCING (1-2) 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 \,\-4' / TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE. TYR 85c16" 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 1#6 / REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE TOP OF THE LINTEL. A \Xk, 6. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" 5 DEEP. / / P�4�EL�O 8x16 DBL. BOND TQP OF BEAM W1(1) #5 BAR BOND BEAM •\O EACH COURSE G SxB BOND BEAMTB_D TOP OFW1(1)#5 BAR.` BOND BEAMF = FILLED W/ GROUT30"TYPICAL I .Y\U = UNFILLED GROUT SOLID FRT PNOMINAL LINTEL TO TOP OOFOPENING WIDTH # OF #5'S, IN 2ND BOND BEAM, IF FILLED BEAM COURSE SEE NOTE 5 16-1T/1 8x8 PRE -CAST CNOMINAL—� LINTELW/(1)#5CORNER HEIGHT #OF#5'S,TOP LENGTH OF BAROF MASONRY OPENING-2'BEAM DESIGNATIONIT IS THIS ENGINEER'S INTENT BOND BEAM COURSE OR THAT XFX%-1T/1 MAIBINDICATES A DOUBLE BOND BEAM #OF#5'S, BOTTOM 8x8 PRE -CAST C AND%FXX- iTgMgB INDICATES A SINGLE BOND BEAM PLACED IN LINTEL LINTEL, W/O STEFERIT ISTHIS ENGINEER'S INTENTSCALE: TO PLAN FOR LOTOP AND XUXX -1T/1 M/OB INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED LINTEL OF OPENING AND %UXX- iTMMW INDICATES A SINGLE BOND BEAM ABOVE UNFILLED LINTEL PRECAST HEADER(MIN) DBL. BOND BEAM AT HIGHER ELEVATION 2x4 (MIN 2 X 3)1.3/16 TAPCON OR DRIVE PIN (MIN DBL. BOND BEAM SHANK SIZE.146 MIN HEAD SIZE.3 MIN EMBEDMENT 1 AT LOWER ELEVATION WINDOW A- R 1/4") 8" FROM EACH END AND 16" O.C. MAX. MIN 1.1/4" #5 BAR BENT AS SHOWN , EMBEDMENT PRE -CAST WINDOW 2x6 (MIN 2 X 3) 2J/16 TAPCON ORDRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE.300 MIN EMBEDMENT 11/4") 8' SILL FROM EACH END AND 16 LOPE m O.C. MAX. MIN 1-1/4" b EMBEDMENT OPEN FACE SHELL SO 2x6 (MIN 2 X 3) 2-3116 TAPCON OR DRIVE PIN (MIN AS TO ALLOW BENT ALLOW SHANK SIZE. MIN HEAD BAR TO PLACED IN UPPER AND LOWER SI2E .300 MIN EMBEDMENT 1 2X4 SOLID BLOCKING #5 MIN. REQUIRED IN BOND BEAM 1/4") B" FROM EACH END AND SECURE TO SHEATHING W/ EACH CELL HOOKED IN 1WO .C. MAX. MIN 14/4" MIN. 2-12d PER BLK. EA. END TOP BOND BEAM W/ EMBEDMENT STANDARD ACI HOOK 7/16" OSB SHEATHING CORNER BARS TYPICAL MASONRY WINDOW CMU WALL AT CORNER STEP SILL CONSTRUCTION ARCHWAY FRAMING DETAILS 3 SCALE: 3/4"=1'-0" A "� SCALE: 1 1 2"=1'-0" 5 SCALE: aw -1'-B PROVIDE W DIA HOLE IN LINTEL SO THAT VERT. REINF. BAR CONTINUES THROUGH LINTEL ISINGLE #5 CORNER p" I BAR, 3000 TURNED UP TURNED DOWN INTO OF FFIR ILLLED CELLBOND.BEAM 0 II I II 8x8 CMU PIER W/ SINGLE OR DOUBLE REINF. BAR(S), PROVIDE #5 BAR AT EACH SIDE SEE PLAN. (I / STEEL REINF. OF OF ELEVATION ENSURE THAT PIER GROUTS BENEATH BOND. BEAM CHANGE LINTEL. CHANGE IN ELEVATION OF BOND BEAM 7 SINGLE LINTEL, MULTIPLE OPENINGS 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-7744078 www.abdealgngroup.com L AA #: 0003325 •1 P $3 a S 3 SVHDM At LOT ABBOTT PARK LOT #26 BLK. #11 PROJECT# 04181.000-26112 MODE7s 4EAB "1672—ARIA" GARAGE BV MG: RIGHT PAGE: DETAILS 160 MPH E C