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NOTES TO THE INSPECTOR/CONTRACTOR <br />TYRalff 1 <br />1. PLACE LINTEL ACROSS TOP OF OPENING. BOND BEAM <br />2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL. <br />PLACE STEEL I PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING �e <br />�\,\���� <br />NIGHT <br />O REINFORCING (L2) 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND <br />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. TYR 8"xt6' � <br />5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM BOND BEAM <br />05 CORNER BAR W/30" LAP FOR EACH <br />pELP\ / <br />COURSE OF BOND BEAM IS OMITTED AND A LINTEL IS PLACED. THE STEEL <br />COURSE OF BOND BEAM <br />REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE 1#5 <br />TOP OF THE LINTEL. o„ , <br />6. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEEP. <br />VERTICAL REBAR W/ 10" HOOK <br />0 E 8x16 DBL. BOND TOP OF to <br />/ P 9 <br />BEAM <br />BEAM W/ (11 #5 BAR BOND <br />S <br />EACH COURSE <br />•\Q <br />TOP OF <br />G 8x8 BOND BEAMJN*. <br />• OQ�G�\� W/(1)#5BAR.y: BOND BEAM <br />30" TYPICALUNFILLED <br />F = FILLED W/ GROUT <br />GROUT SOLID FRTOP <br />.r1\p NOMINAL LINTEL TO TOP OCO OPENING <br /># OF #b'S, IN 2ND BOND <br />WIDTH BEAM, IF FILLED <br />BAR IN BOND BEAM <br />BEAM COURSE#5 SEE NOTE 5 <br />16T/1 8x8 PRE -CAST CNOMINAL� <br />LINGTHOTEL W/ 1ARMASONRY <br />LENGTH <br />BAR FCORNER <br />HEIGHT # OF #5'S, TOP - <br />ORE"'NG-2"BEAM DESIGNATION <br />IT IS THIS ENGINEER'S INTENT BOND BEAM COURSE ORREINFORCING <br />THAT XFXX-1T/1M/OS INDICATES A DOUBLE BONDBEAM #OF#5'S, BOTTOM 8x8 PRE -CAST CSCALE: 3/4"=l'-U* <br />OF BOND BEAM <br />ANDXFXX-1T/OM/OB INDICATES A SINGLE BOND BEAM PLACED IN LINTEL LINTEL, W/O STEERIT <br />ISTHIS ENGINEER'S INTENT TO PLAN FOR LOTOP <br />AND XUXX -1T/1 MOB INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED <br />LINTEL OF OPENING <br />AND XUXX -1 T/OM,OB 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 />114") 8" FROM EACH END AND <br />AT LOWER ELEVATION <br />18" O.C. MAX. MIN 1-1/4' <br />EMBEDMENT <br />#5 BAR BENT <br />AB SHOWN <br />� <br />„S <br />2x8 (MIN 2 X 3) 2-3/16 TAPCON <br />PRE -CAST .4 1A4'• <br />OR DRIVE PIN (MIN SHANK <br />WINDOW <br />SIZE.145 MIN HEAD SIZE .300 <br />SILL <br />MIN EMBEDMENT 1 114") 6' <br />= SLOPE <br />FROM EACH END AND 18" <br />70' <br />N 1-1/4" <br />'L� <br />^ <br />EMBEDMENT <br />O <br />218 (MIN 2X3)23/16 <br />TAPCON OR DRIVE PIN (MIN <br />OPEN FACE SHELL SO <br />SHANK SIZE.145 MIN HEAD <br />AS TO ALLOW BENT <br />SIZE.3-MIN EMBEDMENT 1 2X4 SOLID BLOCKING <br />BAR TO BE PLACED IN <br />8" FROM EACH END AND <br />1/4" SECURE TO SHEATHING W/ <br />UPPER AND LOWER #5 MIN. REQUIRED IN <br />18" O.C. MAX. MIN 1-1/4" M 2-12tl PER BILK EA. END <br />BOND BEAM EACH CELL HOOKED ININ. <br />EMBEDMENT <br />TOP BOND BEAM W/ <br />7/16' OSB SHEATHING <br />STANDARD ACI HOOK <br />TYPICAL MASONRY WINDOW <br />CMU WALL <br />SILL CONSTRUCTION <br />CORNER BARS <br />4 <br />ARCHWAY FRAMING DETAIL <br />AT CORNER STEP <br />`� <br />3 <br />SCALE: 3/4"=V-0" <br />PROVIDE 3" DIA. HOLE IN <br />LINTEL SO THAT VERT. <br />REINF. BAR CONTINUES <br />THROUGH LINTEL. <br />SINGLE #5 CORNER <br />BAR, 30x30 TURNED UP <br />OR TURNED DOWN INTO STEEL REINF. OF <br />FILLED CELL BOND. BEAM <br />II I II <br />i U <br />— <br />II <br />I�8x8 <br />il <br />CMU PIER <br />PROVIDE #5 BAR <br />W/ SINGLE OR DOUBLE REINF. SARIS), <br />AT EACH SIDE <br />SEE PLAN. <br />II / <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 />6 SINGLE LINTEL, MULTIPLE OPENINGS <br />SCALE 3/4"=1'-0" <br />1441 N. RONALD REAGAN BLVD. <br />ORLANDO, FL 32750 <br />PH: 407-774-6078 <br />FAX: 407-7744078 <br />W W W.abdesigngroup.com <br />L AA M: 0003326 <br />DRAFTING BY: <br />A.B. DESIGN GROUP <br />DRAFTING INC. <br />5438 BEAUMONT CENTER BLVD. <br />SUITE 1004 <br />TAMPA, FLORIDA 33634 <br />PH: 813888-2628 <br />FAX: $134386-2802 <br />SU13DM Be TL-07-11 <br />SILVERADO <br />LOT #5 <br />BLK #16 <br />PROJECT# <br />6 <br />> ODMX. <br />2795—CAMDEN" <br />GARAGE SKING: <br />LEFT <br />PAGE: <br />DETAILS <br />150 AlWH EXP B <br />mmr <br />DATE 06/10/21 <br />SCALE: 1/4"=V-0" <br />SHEET <br />s2.1.A <br />