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IF <br />#5 CORNER BAR W/ 30" LAP FOR EACH <br />COURSE OF BOND BEAM <br />VERTICAL REBAR W/ 10" HOOK <br />NOTES TO THE INSPECTOR/CONTRACTOR TYP.B"X8" <br />1. PLACE LINTEL ACROSS TOP OF OPENING. BOND BEAM 1#5 <br />2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL. <br />PLACE STEEL 3. HE GATE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING <br />OF REINFORCING (1-2) 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND <br />r\G� 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"x1 S" <br />OJ(T' S. SHOULDP <br />OF OM BOND BEAM <br />BOND BEAM OMITTED AND A LINTEL PLACED. THE STEEL <br />COURSE IS IS <br />FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE 1#5 <br />TOP OF THE LINTEL. 8" <br />/ A\�• O 6. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEEP. <br />/ <br />2 __bbF�G BX16 DBL. BOND TOP OF <br />BEAM W/ (1) #5 BAR BOND BEAM <br />/\O EACH COURSE <br />• <br />G 8X8 BOND BEAM <br />30" TYPICAL <br />W/(1)#5 BAR .`; BOND BEAM <br />F = FILLED W/ GROUT <br />.\Y\O U =UNFILLED GROUT SOLID FROM TOP <br />3A� NOMINAL LINTEL TO TOP OF BONG OF OPENING <br />#5 BAR IN BOND BEAM <br />WIDTH # OF #5'S, IN 2ND BOND BEAM, IF FILLED LINTEL. <br />BEAM COURSE SEE NOTE 5 <br />CORNER <br />g \ pE0 16-1 T/ 1 M / B 8x8 PRE -CAST CONCRETE <br />LINTEL W/ (1) #5 BAR (L2) <br />tQ F� HEMIINAL LENGTH OF BAR =WIDTH OF MASONRY <br />9 # OF #5'S, TOP OPENING - 2' <br />IT ISTHISENGINEER'S INTENT BOND BEAM COURSE OR BEAM DESIGNATION <br />REINFORCING OF BOND BEAM <br />1 SCALE: 3/4"=,'-0" <br />THATXFXX-1T/1M OB INDICATES BOND BEAM #OF #5'S,BOTTOM 8x6 PRE -CAST CONCRETE SCALE: 34"=1'-0" <br />AND XFXX-1T/OMIOB INDICATES A SINGLE BOND BEAM PLACED IN LINTEL LINTEL, W/O STEEL (L1) REFER <br />IT IS THIS ENGINEER'S INTENT TO PLAN FOR LOCATIONS <br />AND XUXX - lT/iM/09 INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED TOP <br />LINTEL OF OPENING <br />AND XUXX - 1T/OM/OB INDICATES A SINGLE BOND BEAM ABOVE UNFILLED LINTEL <br />PRECAST HEADER(MIN) <br />SINGLE BOND BEAM <br />AT HIGHER ELEVATION <br />2x4 (MIN 2 X 3)1-3116 <br />TAPCON OR DRIVE PINI <br />SIZE.145 MIN <br />WINDOW <br />SIZE 300 MIN EMBEDMNK <br />ENT <br />SINGLE BOND BEAM <br />1/4") 8" FROM EACH EN <br />AT LOWER ELEVATION <br />18" O.C. MAX. MIN 1-1/4 <br />_ <br />EMBEDMENT <br />#5 BAR BENT <br />AS SHOWN <br />2x6 (MIN 2 X 3) 2-3/16 T <br />_ <br />PRE -CAST -'a ,K" <br />OR DRIVE PIN (MIN SHA <br />WINDOW <br />SIZE.145 MIN HEAD SIZ <br />SILL <br />MIN EMBEDMENT 1 1/4' <br />SLOPE <br />FROM EACH END AND <br />ZO" <br />MIN 1-1/4" <br />ti� <br />EMBED NT <br />2X8 (MIN 2 X 3) 2-3/16 <br />TAPCON OR DRIVE PINOPEN <br />FACE SHELL SO <br />SHANK SIZE.145 MIN HAS <br />TO ALLOW BENT <br />SIZE .300 MIN EMBEDM2X4 SOLID BLOCKING <br />BAR TO BE PLACED IN <br />11418" FROM EACH ENSECURE TO SHEATHING W/ <br />UPPER AND LOWER ;y,5 MIN. REQUIRED IN <br />BOND BEAM <br />EACH CELL HOOKED IN <br />18"O.C. MAX. MIN 1-1/4MIN. 2-12d PER BLK. EA. END <br />EMBEDMENT <br />TOP BOND BEAM W/ - <br />STANDARD ACI HOOK <br />TYPICAL MASONRY WINDOW <br />7116" OSB SHEATHING <br />CMU WALL <br />CORNER BARS <br />AT CORNER STEP <br />2SCALE: <br />SILL CONSTRUCTION <br />ARCHWAY FRAMING DETAIL <br />3/4"=1'-0" <br />(D <br />PROVIDE 3" DIA. HOLE IN <br />LINTEL SO THAT VERT. <br />REINF. BAR CONTINUES <br />THROUGH LINTEL. <br />> I <br />SINGLE #5 CORNER I <br />6 <br />BAR, 3OX30 TURNED UP <br />OR TURNED DOWN INTO STEEL REINF. OF <br />FILLED CELL BOND. BEAM <br />II I II / <br />8x8 CMU PIER <br />I) / W/ SINGLE OR DOUBLE REINF. SARIS), <br />SEE PLAN. <br />ENSURE THAT PIER GROUTS BENEATH <br />LINTEL. <br />PROVIDE #5 BAR <br />AT EACH SIDE <br />STEEL REINF. OF OF ELEVATION <br />BOND. BEAM CHANGE <br />CHANGE IN <br />ELEVATION OF BOND BEAM <br />7 SCE 4"§ -1T -0" <br />SINGLE LINTEL, MULTIPLE OPENINGS <br />F-AkCNIT■CTS <br />6 <br />Desi n <br />Gr uoLi0. <br />L441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX: 407-7744078 <br />www.abdesigigroup.com <br />L AA #: 0003325 A <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: 813$86.2628 <br />FAX: 813.888.2802 <br />aUDDM k LOT: <br />SILVERADO <br />LOT #4 <br />BLK #14 <br />P1iOJECT# <br />03719.000-04141 <br />MODEL. <br />2795- D <br />C;AltAGE BWDIG: <br />RIGHT <br />PAGE: <br />DETAILS <br />150 MPH EXP. B <br />DATE: RMT 10/30/20 <br />aCALE: 1/4"=1'-O" <br />ai1EET <br />S2.1A <br />