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#5 CORNER BAR W/ 30" LAP FOR EACH COURSE OF BOND BEAM VERTICAL REBAR VW 1a' HOOK NOTES TO THE INSPECTOR/CONTRACTOR TYR 8"xa" 1. PLACE LINTEL ACROSS TOP OF OPENING. BOND BEAM i#6 2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL �(V 3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING PLACE STEEL HEIGHT. OF REINFORCING (L2) 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1)#5 BAR CONTINUOUS AROUND (#S� 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#6 BAR IN EACH COURSE. TYP. 8'k16" EiP 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 0 REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE 6 / TOP OF THE LINTEL. B„ / �Ya- O 6. LINO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN IS" DEEP. j� betps�g Bx18 DBL. BOND T BEAM W/(1)#5 BAR BOND BEAM �VO��, 0 EACH COURSE ' Vt� 8x8 BOND BEAM T 30" TYPICAL W/(1)#58AR .,M; BOND BEAM F OQ F FILLED W/ GROUT I ,V�O U = UNFILLED GROUT SOLID FROM #5 BAR IN BOND BEAM NOMINAL LINTEL TO TOP OF BOND OF OPENING — WIDTH # OF #5'S, IN 2NO BOND BEAM BEAM COURSE SEE NOTE 5 �/c R PRE -CAST CONCRETE A ��o T/ 1 B ZT)E �16-1 � NTER NOMINAL MASONRY CORNER LENGTH OF BAR=WIDTH OF g OPENING-7' QQ' HEIGHT BODBEA C BEAM DESIGNATION BOND BEAM COURSE OR n REINFORCING OF BOND BEAM SCALE: 3/4"=1'-a' IT IS THIS ENGINEER' INTENT #OF#5'S,BOTTOM BzBPRE-CAST CONCRETE G SCALE:34"=1'-0 THAT XFXX-1T/iM/OB INDICATES A DOUBLE BOND BEAM PLACED IN LINTEL LINTEL, W/O STEEL(L1) REFER AND XFXX - 1 T/0M/0B INDICATES A SINGLE BOND BEAM TO PLAN FOR LOCATIONS TOE OF OPENING PRECAST HEADER(MIN) SINGLE BOND BEAM AT HIGHER ELEVATION 2z4 (MIN 2 X 3) 1-3/16 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD WINDOW SIZE .300 MIN EMBEDMENT 1 SINGLE BOND BEAM 1/4") 8" FROM EACH END AND AT LOWER ELEVATION 18" O.C. MAX. MIN 1-1/4" EMBEDMENT #5 BAR BEN AS SHOWN 3 2X6 (MIN 2 X 3) 2-WI6 TAPCCN ,� 1�, PRE-CAST.a OR DRIVE PIN (MIN SHANK WINDOW SIZE.145 MIN HEAD SIZE.300 SILL MIN EMBEDMENT 1 UN-) 8" SLOPE FROM EACH END AND 18" IN,- 1/4" EMBEDMENT �i 2.8 (MIN 2 X 3) 2-3/18 TAPCON OR DRIVE PIN (MIN OPEN FACE SHELL SO SHANK SIZE. 145 MIN HEAD AS TO NT 2X4 SOLID BLOCKING END BAR O BEPLACED IN i114) 83 FROM EACH AND 1 SECURE TO SHEATHING W/ UPPER AND LOWER #6 MINREWIRED IN . BOND BEAM EACH CELL HOOKED IN 18"O.C. MAX. MIN 1-1/4" MIN. 2-12tl PER BLK EA END EMBEDMENT EMBEDMENT v'mUw, TOP BOND BEAM W/ STANDARD ACI HOOK TYPICAL MASONRY WINDOW 7116" OSB SHEATHING CORNER BARS 3 AT CORNER STEP SCALE: 3/4"=i'-a' SILL CONSTRUCTION 4 ARCHWAY FRAMING DETAIL PROVIDE 3" DIA HOLE IN LINTEL SO THAT VERT. REINF. BAR CONTINUES THROUGH LINTEL ' I — ISINGLE #5 CORNER A BAR, 30x30 TURNED UP OR TURNED DOWM INTO STEEL REINF. OF FILLED CELL BOND. BEAM G8x8 CMU PIER I I / W/ SINGLE OR DOUBLE REINF. SARIS), SEE PLAN. ENSURE THAT PIER GROUTS BENEATH PROVIDE #6 BAR AT EACH SIDE STEEL REINF. OF OF ELEVATION BOND. BEAM CHANGE LINTEL CHANGE IN ELEVATION OF BOND BEAM 7 SCALE: 3/4"=V-a' � SINGLE LINTEL, MULTIPLE OPENINGS 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-7744078 wwwabdes*group.00m L AA #: 0003325 J O tl g; Q jj J OtrnnN a LAOT# ABBOTT PARK LOT #24 BLK #S P1tOJ�CT 41 —24081 MODAMA 3EAB "1504— ALLEX" GAFtAoa 8TflNoa RIGHT PAcm DETAILS V.160 MPH EXP. C L AR No 9VM DAATa- 9/12/19 OCAI.b 1/4"=f-0" 8393I=r S2.1A