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NOTES TO THE INSPECTOR/CONTRACTOR rYP.ekB' 1#5 <br />1. PLACE LINTEL ACROSS TOP OF OPENING. <br />BOND BEAM <br />2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL. <br />PLACE STEEL 3 PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING <br />t\0 REINFORCING (L2) 4, THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND <br />CGS AS DEPICTED HEREIN. STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST 1#5 <br />�\,\•� TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE. TYP. 8'k16" 7p <br />5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM BOND BEAM <br />#5 CORNER BAR W/ 30" LAP FOR EACH <br />�FIP <br />OJ / COURSE OF BOND BEAM IS OMITTED AND A LINTEL IS PLACED. THE STEEL <br />1 <br />COURSE OF BOND BEAM <br />REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE <br />TOP OF THE LINTEL. <br />VERTICAL REBAR W/ 10' HOOK <br />8 <br />/ 6: O 6. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16' DEEP. <br />p0y' (r�G� 8x16 DEL. BOND TOP <br />•�• Q4i� BEAM W/ (1) #5 BAR BOND BEAM <br />8 EACH COURSE <br />•\Q� <br />8.• 8BOND AM TOP OF <br />��G�\ W/1 #5 BAR..� -, BOND BEAM <br />( <br />30" TYPICAL <br />F = FILLED W/ GROUT <br />I .�\�.0� U =UNFILLED GROUT SOLID FROM TOP <br />\O NOMINAL LINTEL TO TOP OF BOND OF OPENING <br />IN <br />WIDTH # OF #6'S, 2ND BOND BEAM, IF FILLED LINTEL. <br />BEAM COURSE <br />#5 BAR IN BOND BEAM <br />SEE NOTE 5 <br />16-1 T/1 8x8 PRE -CAST CONCRETE <br />GO <br />S �P LINTEL W/ (1) #5 BAR (L2) <br />p� EF NOMINAL�� LENGTH OF BAR = WIDTH OF MASONRY <br />CORNER <br />Q� HEIGHT #OF#5'S, TOP <br />s OPENING-z' BEAM DESIGNATION <br />IT IS THIS ENGINEER'S INTENT BOND BEAM COURSE OR <br />� <br />THAT XFXX-1T/1 MOB INDICATES A DOUBLE BOND BEAM #OF#5'S, BOTTOM 8x8 PRE -CAST CONCRETE SCALE: 3/4"=T-0" <br />REINFORCING OF BOND BEAM <br />1 <br />AND XFXX-1T/0M/0B INDICATES A SINGLE BOND BEAM PLACED IN LINTEL LINTEL, W/O STEEL (L1) REFER <br />IT IS THIS ENGINEER'S INTENT <br />SCALE: 3/4"=1'-0" <br />TO PLAN FOR LOCATIONS <br />ANDXUXX-1T/1M/0BINDICATES ADOUBLE BOND BEAM ABOVE UNFILLED T P <br />LINTEL OF OPENING <br />AND XUXX-1T/0M/0B INDICATES A SINGLE BOND BEAM ABOVE UNFILLED LINTEL <br />PRECAST HEADER(MIN) <br />2x4 (MIN 2 X 3)1-3/16 <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") 8" FROM EACH END AND <br />AT LOWER ELEVATION <br />18' O.C. MAX. MIN 1.114" <br />EMBEDMENT <br />#5 BAR BENT <br />AS SHOWN <br />2x6 (MIN 2 X 3) 2-3/16 TAPCON <br />PRE -CAST <br />OR DRIVE PIN (MIN SHANK <br />WINDOW <br />SILL <br />SIZE.145 MIN HEAD SIZE .300 <br />MIN EMBEDMENT 1 114") e" <br />OPE <br />M., <br />FROM EACH END AND 18" <br />N 1-1/4" <br />26 <br />EMBEDMENT <br />b <br />_ <br />2x8 (MIN 2X 3)23/18 <br />TAPCON OR DRIVE PIN (MIN <br />OPEN FACE SHELL SO <br />SHANK SIZE. MIN HEAD <br />AS TO ALLOW BENT <br />SIZE .300 MIN EMBEDMENT i 2X4 SOLID BLOCKING <br />BAR TO BE PLACED IN <br />114") 8" FROM EACH END AND SECURE TO SHEATHING W/ <br />UPPER AND LOWER #5 MIN. REQUIRED IN <br />18" O.C. MAX. MIN 1-1/4" MIN, 2-12d PER BLK. EA. END <br />BONDBEAM EACH CELL HOOKED IN <br />EMBEDMENT <br />TOP BOND BEAM W/ <br />7/16" OSB SHEATHING <br />STANDARD ACI HOOK <br />TYPICAL MASONRY WINDOW <br />CMUWALL <br />(� SILL CONSTRUCTION <br />CORNER BARS <br />`'� <br />�� ARCHWAY FRAMING DETAIL <br />AT CORNER STEP <br />SCALE:11/T=1'-0' <br />3 <br />SCALE: 3/4"=1'-0' <br />V <br />PROVIDE 3" DIA. HOLE IN <br />LINTEL SO THAT VERT. <br />REINF. BAR CONTINUES <br />THROUGH LINTEL <br />� I <br />• � I I <br />- <br />ISINGLE <br />#5 CORNER <br />BAR, 30x30 TURNED UP <br />OR TURNED DOWN INTO STEEL REINF. OF <br />FILLED CELL BOND. BEAM <br />0 <br />II ( II <br />I <br />U <br />II <br />(U <br />II <br />8x8 CMU PIER <br />PROVIDE #5 BAR <br />/ W/ SINGLE OR DOUBLE REINF. SARIS), <br />AT EACH SIDE <br />SEE PLAN. <br />I <br />6TEEL REINF. OF OF AT <br />ENSURE THAT PIER GROUTS BENEATH <br />BOND. BEAM CHANGE <br />LINTEL <br />CHANGE IN <br />ELEVATION OF BOND BEAM <br />7 3/4"=1'-0" <br />SCALE: <br />SINGLE LINTEL, MULTIPLE OPENINGS <br />6 SCALE: 3/4"=1'-0" <br />C N I T I C T t <br />Grouse. <br />1441 N. RONALD REAGAN BLVD. <br />LONGVI; D, FL 32750 <br />PH: 407-774.6078 <br />FAX: 407-7744078 <br />www.abdesigngroup.com <br />AA #: 0003325 <br />DRAFTING BY: <br />A.B. DESIGN GROUP <br />DRAFTING INC. <br />5439 BEAUMONT CENTER BLVD. <br />SUITE 1004 <br />TAMPA, FLORIDA 33634 <br />PH: 81349W-2628 <br />FAX: 813-886-2802 <br />