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NOTES TO THE INSPECTOR/CONTRACTOR TYP BXB' 1+� <br />1. PLACE LINTEL ACROSS TOP OF OPENING. <br />BOND BEAM <br />2. IF BOTTOM STEEL IS REQUIRED PLACE N5 BAR IN LINTEL. <br />PLACE STEEL 3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING * <br />O <br />�IGHT <br />REINFORCING (L2) 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1) •5 BAR CONTINUOUS AROUND <br />AS DEPICTED HEREIN. <br />CGS STRUCTURE. A DOUBLE BOND BE MAY BE SPECIFIED SO THAT THEN THE LAST p5 <br />TWO COURSES ARE BOND BEAMS WITH A 05 BAR IN EACH COURSE. TYR ar"u, <br />B5 CORNER BAR W/ 30" LAP FOR EACH <br />dp <br />(lP S. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM BOND BEAM <br />OJT COURSE OF BOND BEAM IS OMITTED AND A LINTEL IS PLACED. THE STEEL <br />-1 V—' <br />COURSE OF BOND BEAM <br />/ REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE 1K <br />TOP OF THE LINTEL. <br />/ A 8" <br />6. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEEP. <br />VERTICAL REBAR W/ t0' HOOK <br />(TAG 8x16 DBL BOND TOP OF <br />P,0 <br />BEAM W/(7). BAR BOND BEAM <br />VVI <br />/ 0 <br />�j\O� EACH COURSE <br />• <br />G BxS BOND BEAM TOP OF <br />.` BOND BEAM <br />• ��L�\� W/ (1) N5 BARIREFEIR, <br />30" TYPICAL <br />1 F FILLED W/ GROUT <br />I\ -�\a0 U =UNFILLED GROUT SOLID FRTOp <br />NOMINAL LINTEL TO TOP OOF OPENING <br />WIDTH p OF 05'S, IN 2ND BOND BEAM, IF FILLED <br />BEAM COURSE <br />45 BAR IN BOND BEAM <br />SEE NOTE 5 <br />�/c <br />16-1 T/ 1 B 8x8 PRE -CAST C <br />'q9 LINTEL W/ (1) #5 <br />�GF <br />p8 NOMINAL—� MASONRY <br />LENGTH OF BAR OF <br />CORNER <br />Q� HEIGHT 4 OF y5•g TOP <br />s OPENING -2BEAM DESIGNATION <br />IT IS THIS ENGINEER'S INTENT BOND BEAM COURSE OR <br />REINFORCING <br />THAT XFXX- 1Tn MODS INDICATES A DOUBLE BOND BEAM #OF•6'S, BOTTOM 8x8 PRE -CAST CL SCALE 34=1'l7' <br />OF BOND BEAM <br />1 <br />AND XFXX- tTKUM INDICATES A SINGLE BOND BEAM PLACED IN LINTEL LINTEL W/O STEEFERSCALE_ <br />3/4'=1'-0" <br />IT IS THIS ENGINEERS INTENT TO PLAN FOR LO <br />AND XUXX- ITn MOO INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED TOP <br />LINTEL OF OPENING <br />AND XUXX- 7T,OMMB INDICATES A SINGLE BOND BEAM ABOVE UNFILLED LINTEL <br />PRECAST HEADER(MIN) <br />2c4 (MIN 2 X 3) 1J/16 <br />SINGLE BOND BEAM <br />TAPCON OR DRIVE PIN (MIN <br />AT HIGHER ELEVATION <br />SHANK SIZE.145 MIN HEAD <br />WINDOW <br />SIZE .300 MIN EMBEDMENT 1 <br />SINGLE BOND BEAM <br />1/4") V. FROM EACH END AND <br />AT LOWER ELEVATION <br />18" O.C. MAX. MIN 1-114" <br />EMBEDMENT <br />05 BAR BENT <br />AS SHOWN <br />2x6 (MIN 2 X 3) 2-3116 TAPCON <br />PRE -CAST 'a ib" <br />OR DRIVE PIN (MIN SHANK <br />WINDOW C <br />SIZEA45 MIN HEAD SIZE .3D0 <br />SILL <br />MIN EMBEDMENT 1 1/4-) B' <br />SLOPE <br />FROM EACH END AND 16' <br />O.C. MAX. MIN 1-1/4"' <br />O <br />EMBEDMENT <br />fi <br />2x8 (MIN 2 X 3) 2.3/16 <br />TAPCON OR DRIVE PIN (MIN <br />OPEN FACE SHELL SO <br />SHANK SIZE. 145 MIN HEAD <br />AS TO ALLOW BENT <br />SIZE .300 MIN EMBEDMENT 1 2X4 SOLID BLOCKING <br />BAR TO BE PLACED NJ <br />1/4" 8" FROM EACH END AND SECURE TO SHEATHING W/ <br />UPPER AND LOWER NS MIN. REQUIRED IN <br />1B' O.C. MAX. MIN 7-1/4" MIN. 2-12d PER BLK. EA. ENO <br />VCMUWALL <br />BOND BEAM <br />EACH CELL HOOKED IN <br />EMBEDMENT <br />TOP BOND BEAM W/ <br />T/SHEATHING <br />STANDARD ACI HOOK <br />TYPICAL MASONRY WINDOW <br />��� SILL CONSTRUCTION <br />CORNER BARS <br />`� <br />ARCHWAY FRAMING DETAIL <br />AT CORNER STEP <br />3 <br />SCALE: 3/4•'=1.1T. <br />PROVIDE 3" DIA HOLE IN <br />LINTEL SO THAT VERT. <br />REINF. BAR CONTINUES <br />THROUGH LINTEL. <br />I <br />> I <br />— <br />I <br />SINGLE 05 CORNER <br />BAR, 30x3O TURNED UP <br />OR TURNED DOWN INTO STEEL REINF. OF <br />FILLED CELL BOND. BEAM <br />0 <br />II II / <br />8x8 CMU PIER <br />PROVIDE MS BAR <br />W/SINGLE OR DOUBLE REINF. BAR(S), <br />AT EACH SIDE <br />E SE PLAN. <br />I I / <br />STEEL REINF. OF OF ELEVATION <br />ENSURE THAT PIER GROUTS BENEATH <br />BOND. BEAM CHANGE <br />LINTEL <br />CHANGE IN <br />ELEVATION OF BOND BEAM <br />7 <br />SCALE: 3/4"=1'-0 <br />� SINGLE LINTEL, MULTIPLE OPENINGS <br />� SCALE. 314"=1'-0" <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32780 <br />PH: 407-774-6078 <br />FAX: 407-774-4078 <br />wwwabdosigngmuµcom <br />L AA N: 0003325 <br />b <br />Y <br />StyBDIV. k LOT <br />ABBOTT PARK <br />LOT #27 <br />BLK #11 <br />PROJECT <br />04181.00t-27111 <br />MODZU <br />3EEB <br />"2260— ELSTON" <br />OARAG$ 911WING: <br />RIGHT <br />PAdl: <br />DETAILS <br />160 MPH EXF,C <br />DATZ: 4/06/21 <br />SCALM 1/4"=1'-0" <br />ez�r <br />S2.1A <br />