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• <br />#5 CORNER BAR WI EA LAP FOR EACH <br />COURSE OF BOND BEAM <br />• VERTICAL REBAR W/ 10" HOOK <br />30" TYPICAL <br />#5 BAR IN BOND BEAM <br />CORNER <br />REINFORCING OF BOND BEAM <br />1 SCALE: 3/4"=1'-D" <br />NOTES TO THE INSPECTOR/CONTRACTOR n.p gk8" <br />1. PLACE LINTEL ACROSS TOP OF OPENING. BOND BEAM cO 1#5 <br />2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL. <br />3, PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING <br />\,\ PLACE STEEL HEIGHT. <br />OF REINFORCING (L2) 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND <br />aG'(� AS DEPICTED HEREIN. STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST 1#5 <br />TWO COURSES ARE BOND BAR IN EACH COURSE. TYR 8,,xl6" <br />O J� �\,(c COURSE OF HE DOUBLE D BEAM S OBEAMS <br />S PLACED. THE THE BOTTOM BONDBEAM �^ <br />TTED AND A LIE WITH <br />STEEL <br />REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE 1#5 <br />TOP OF THE LINTEL. <br />6. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEEP, <br />l6 DBL. BOND TOP OF <br />B%EAM W/ (1 #5 BAR BOND BEAM <br />•\O 0 EACH COURSE <br />G 8x8 BOND BEAM T O <br />• �OQ��\� W/(1)#5 BAR .�'� BOND SEAM <br />F =FILLED W/GROUT <br />q\AO U WILLED GROUT SOLID FROM TOP <br />.TPA NOMINAL LINTEL TO TOP OF BOND OF OPENING <br />WIDTH # OF #5'S, IN 2ND BOND BEAM, IF FILLED LINTEL. <br />BEAM COURSE SEE NOTE 5 <br />8x8 PRECAST CONCRETENOMINAkl6-lT/1 <br />LINTEL W/ (1) #5 BAR (L2) <br />Qp' HEIGHT #OF#5'S, TOP LENGTH OF BAR WIDTH OF MASONRY <br />9 OPENING - T' <br />IT IS THIS ENGINEER'S INTENT BOND BEAM COURSE OR 2 BEAM DESIGNATION <br />THAT XF%X- IT/ iWOB INDICATES A DOUBLE BOND BEAM #OF#5'S, BOTTOM 8x8 PRECAST CONCRETE SCALE: 3/4"=1'-0" <br />AND xFxx - 17/oMroBINDICATES 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 XU%X - 1T/iM/OB INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED TOP <br />LINTEL OF OPENING <br />AND XUXX - iT/OM/OB INDICATES A SINGLE BOND BEAM ABOVE UNFILLED LINTEL <br />PRECAST HEADER(MIN) <br />SINGLE BOND BEAM <br />2x4 (MIN 2 X 3)1.3116 <br />AT HIGHER ELEVATION <br />TAPCON OR DRIVE PIN (MIN <br />SHANK SIZE,145 MIN HEAD I <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 />1811,01C . MAX. MIN 1-1/4" <br />EMBEDMENT <br />#5 BAR BENT <br />AS SHOWN <br />81�„ <br />2x6 (MIN 2 X 3) 2-3116 TAPCON <br />.a <br />PRECAST .a <br />OR DRIVE PIN (MIN SHANK <br />WINDOW <br />SIZE.145 MIN HEAD SZE .300 <br />SILL <br />MIN EMBEDMENT 1 1/4") 8" <br />SLOPE <br />FROM EACH END AND 1B" <br />O.C. MAX. MIN 1-i14" <br />0 <br />n <br />EMBEDMENT <br />4 <br />2x8 (MIN 2 X 3) 2-3/16 <br />TAPCON OR DRIVE PIN (MIN <br />OPEN FACE SHELL <br />SHANK 145 MIN <br />- AS TO ALLOW BEqlN <br />SIZE .300 MEN EMBEDMENT 1 <br />BAR TO BE PLACE <br />1/4" 8" FROM EACH END AND?2X4LOCKINGSHEATHING W/UPPERANDLOWE <br />#5 MIN. REQUIREDIN <br />18" O.C. MAX. MIN 1-1/4"ER BLK. EA, ENDBOND <br />BEAM <br />EACH CELL HOOKED IN <br />EMBEDMENT <br />TOP BOND BEAM W/ <br />HEATHINGSTANDARDACIHOOKTYPICAL <br />MASONRY WINDOW <br />SILL CONSTRUCTION <br />CORNER BARS <br />4SCALE: 1l2"=1'-0" <br />DETAIL <br />ARCHWAY FRAMING <br />AT CORNER STEP <br />1 <br />5 <br />J SCALE:34"=1'-0" <br />3 <br />SCALE: 3/4"=1'-0" <br />PROVIDE 3" DIA. HOLE IN <br />LINTEL SO THAT VERT. <br />REINF. BAR CONTINUES <br />THROUGH LINTEL. <br />� <br />I <br />s I <br />SINGLE #5 CORNER <br />p' <br />BAR, 3Ox3O TURNED UP <br />5•r%` �O I <br />OR TURNED DOWN INTO STEEL REINF. OF <br />FILLED CELL BOND. BEAM <br />XENSURE <br />ER <br />PROVIDE #5 BAR <br />OR DOUBLE REINF. BAR(S), <br />AT EACH SIDE <br />STEEL REINF.OF OF ELEVATION <br />THAT PIER GROUTS BENEATH <br />BOND. BEAM CHANGE <br />LINTEL. <br />CHANGEIN <br />ELEVATION OF BOND BEAM <br />7 <br />SCALE: 314"=V-0" <br />SINGLE LINTEL, MULTIPLE OPENINGS <br />6 SCALE: 3/4"=V-0" <br />A■ C N IT A e T 8 <br />Grou ign <br />Al N. RONALD REAGAN BL% <br />LONGWOOD,FL32750 <br />PH: 407-774-6078 <br />FAX: 407-7744078 <br />www.abdesigngroup.com <br />AA #: 0003325 <br />anon. <br />ounDiv. k LOT: <br />SILVERADO <br />LOT #3 <br />BLK #13 <br />PROJECTp <br />03719.000-03132 <br />MODEia <br />"2045-LANTANA" <br />GARAGE 8WD9G: <br />RIGHT <br />PAGE: <br />DETAILS <br />150 MPH EXP. B <br />