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#5 CORNER BAR W/ 30" LAP FOR EACH COURSE OF BOND BEM VERTICAL REBAR W/ IXHOOK — _ TYPICAL BAR IN BOND BEAM REINFORCING OF BOND BEAM 3/4"=1'-d' NOTES TO THE INSPECTOR/CONTRACTOR TYP 8k6' 1. PLACE LINTEL ACROSS TOP OF OPENING. BOND BEAM 1#5 2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL. 3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARINGPLACE STEEL �e �0 REINFORCING L2 HEIGHT. l ) 4. THE LAST COURSE WILL BE A BOND BEM WITH (1)#5 BAR CONTINUOUS AROUND AS DEPICTED HEREIN. STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST 1a'� TWO COURSES ARE BOND BEAMS WITH A N5 BAR IN EACH COURSE. TYP. Bk16" ap p`)F' COURSEF BOND BEAM BIS MND TED AND A LEAM OIN EL S PLAWITH A CTEL ED, THE STEELOOM BOND BEAM REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE 1#b TOP OF THE LINTEL. A L*�-p� 6. LINO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16' DEEP. �F--- / P�9"" 8x18 DEL. BOND TOP OF / •�a• 8Q� BEM WI(1)#5 BAR BOND BEAM • ��O EACH COURSE G Sx8 BOND BEAM TOP O .* BOND BEM30" F =FILLED W/GROUT•t�0 U =UNFILLED GROUTSOLID FRTpNOMINAL LINEL TO TOP OOF OPENING # OF #5'S, IN 2ND BONDWIDTH BEAM, IF FILLED BEAM COURSE#5 R SEE NOTE 5 • ��C'.�\N W/(1)#5 BARIREFER, a a 16-1 T/1 LJ 8x8 PRE -CAST CNOMINAL�LINTELW/(1)#5MASONRY Qic HEIGHT # OF #S'S, TOP LENGTH OF BAR F OPENING - Z'CORNER IT IS THIS ENGINEER'S INTENT BOND BEAM COURSE OR2 BEAM DESIGNATION THAT XFXX•iTHM 081NDICATES A DOUBLE BOND BEAM #OF#VS, BOTTOM Sx8 PRECAST CSCALE: 3M"=l'A" ANDXFXX-1T,dAW"oINDICATES A SINGLE BOND BEAM PLACED IN LINTEL LINEL, W/O STEFERSCALE: IT IS THIS ENGINEER'S INTENT TO PLAN FOR LO AND XUXX -1T/1 M,OB INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED TOP LINTEL OF OPENING AND XUXX - iTMOB INDICATES A SINGLE BOND BEAM ABOVE UNFILLED LINTEL PRECAST HEADER(MIN) 2x4 (MIN 2 X 3)13/16 SINGLE BOND BEAM TAPCON OR DRIVE PIN (MIN AT HIGHER ELEVATION SHANK SIZE. 145 MIN AD WINDOW SIZE 300 MIN EMB DMENNT 1 SINGLE BOND BEAM 1",) 6' FROM EACH END AND AT LOWER ELEVATION 1a. O.C. MAX. MIN 1-114' _ EMBEDMENT #5 BAR BENT AS SHOWN 2x6 (MIN 2 X 3) 2-3I76 TAPCON PRE -CAST 1' OR DRIVE PIN (MIN SHANK WINDOW SIZE.145 MIN HEAD SIZE .300 SILL MIN EMBEDMENT 1 1/4") 6' SLOPE FROM EACH END AND 18" O.C. MAX. MIN 1-1/4" EMBEDMENT 218 (MIN 2 X 3) 23/16 TAPCON OR DRIVE PIN (MIN OPEN FACE SHELL 60 SHANK SIZE, 145 MIN HEAD AS TO ALLOW BENT SIZE .300 MIN EMBEDMENT 1 SOLID BLOCKING BAR TO BE PLACED IN 1l4" W FROM EACH END AND /2X4 SECURE TO SHEATHING UPPER AND LOWER #5 MIN. REQUIRED IN 16' O.C. MAX. MIN 1-1/4" MIN. 2.12tl PER BLK. EA. END N BOND BEAM EACH CELL HOOKED IN EMBEDMENT L�CMUWALL TOP BOND BEAM W/ 7/16' OSB SHEATHING STANDARD ACI HOOK TYPICAL MASONRY WINDOW SILL CONSTRUCTION CORNER BARS ARCHWAY FRAMING DETAIL AT CORNER STEP SCALE:11n"=1'-0" — 5 SCALE: 3l4"=1'-0" 3 PROVIDE W DIA HOLE IN LINTEL SO THAT VERT. REINF. BAR CONTINUES THROUGH LINTEL I I I a I - SINGLE #5 CORNER BAR, 30x30 TURNED UP OR TURNED DOWN INTO STEEL REINF. OF FILLED CELL BOND. BEAM g II I II U - II I�8x8 il CMU PIER PROVIDE #5 BAR W/ SINGLE OR DOUBLE REINF. SARIS), AT EACH SIDE SEE PLAN. / STEEL REINF. OF OF ELEVATION ENSURE THAT PIER GROUTS BENEATH BOND. BEAM CHANGE LINTEL CHANGE IN ELEVATION OF BOND BEAM SINGLE LINTEL, MULTIPLE OPENINGS 6 SCALE: 3/4"=1'-0" Groupl.. L441 N. RONALD REAGAN BL LONGWOOD,FL32750 PH: 407-7748078 FAX 407-7744078 www.BbdeBigngroup.com AA #: OD03325 BUDDIV. Ac LOT SILVERADO LOT #23 BLK. #13 PROJECT 03719.00 —23131 MODZlj a2558—HAWTHORNE" GARAGE BNING: RIGHT PAGE: DETAILS %150 MPH EXP. B