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#5 CORNER BAR W/ 30" LAP FOR EACH <br />COURSE OF BOND BEAM <br />VERTICAL REBAR W/ ta' HOOK <br />irPICAL <br />#5 BAR IN BOND BEAM <br />CORNER <br />tl 1 REINFORCING OF BOND BEAM <br />NOTES TO THE INSPECTOR/CONTRACTOR TYP 9k8" m <br />1. PLACE LINTEL ACROSS TOP OF OPENING BOND BEAM R5 <br />2, IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL. <br />3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING ]Y" <br />PLACE STEEL HEIGHT. <br />di REINFORCING (L2) 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1)#6 BAR CONTINUOUS AROUND <br />O'er 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. <br />5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM BOND BEAM <br />/ COURSE OF BOND BEAM IS OMITTED AND A LINTEL IS PLACED. THE STEEL 1 <br />/ REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE <br />TOP OF THE LINTEL <br />/ KN� 8. LINO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 19' DEEP. g <br />8x18 DBL. BOND TOP OF <br />Ise BEAM W/(1)#6 BAR BOND BEAM <br />EACH COURSE <br />• <br />8x8 BOND BEAM TOP OF <br />• 04N' W/(1)#5BAR .y; BOND BEAM <br />F =FILLED W/ CF20lfT <br />�\oMoe U UNFILLED GROUT SOLID FROM TOP <br />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 />16-1 T/ 1 / B 8x8 PRE -CAST CONCRETE <br />eS� NOMINAL LINTEL W/(1)#6BAR(L2) MASONRY <br />a HEIGHT #OF#5'S, TOP LENGTH OFBAR=WDTH OF <br />IT IS THIS ENGINEER'S INTENT BOND BEAM COURSE OPENING -r' BEAM DESIGNATION <br />OR <br />THAT SCALE:34"=1'-a' <br />ANDXFXX-1T/iMK/BINICATE ASINGL BOND E BONDBEAM <br />AND XFXX-iTpMBB INDICATESASINGLE BONDBEAM PLACED IN LINTEL LINTEL, W/O STEEL(L1)REFER <br />AM #OF#5'3, LINTEL 8INTEL, W/O <br />IT IS THIS ENGINEER'S INTENT TO PLAN FOR LOCATIONS <br />AND XUXX - 1TA M10B INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED TO <br />LINTEL OF OPENING <br />AND XUXX- iTQMIM INDICATES A SINGLE BOND BEAM ABOVE UNFILLED UNTEL <br />PRECAST HEAOER(MIN) <br />DBL. BOND BEAM <br />AT HIGHER ELEVATION <br />2X4 (MIN 2 X 3) 1-3/16 <br />TAPCON OR DRIVE PIN (MIN <br />SHANK SIZE.145 MIN HEAD <br />DBL. BOND BEAM <br />SIZEMIN EMBEDMENT 1 <br />AT LOWER ELEVATION <br />WINDOW <br />114"1 S"300 FROM EACH END AND <br />18" O.C. MAX. MIN 1-1/4" <br />05 BAR BENT <br />AS SHOWN <br />_ <br />EMBEDMENT <br />e3 1Ai° <br />PRE -CAST ..4 <br />WINDOW <br />2)8 (MIN 2 X 3) 2-3/16 TAPCON <br />OR DRIVE PIN (MIN SHANK <br />SIZE. 145 MIN HEADSIZE.300 <br />MIN EMBEDMENT 11/4")8" <br />SILL <br />FROM EACH END AND 18" <br />SLOPE <br />O.C. MAX. MIN 1-1/4" <br />¢ <br />EMBEDMENT <br />OPEN FACE SHELL SO <br />24 (MIN 2X3)2-3/16 <br />AST ALLOW BENT <br />TAP ON OR DRIVE PIN (MIN <br />SHANK SIZE. 145 MIN HEAD <br />BAR TO BE PLACED IN <br />UPPER AND LOWER <br />NEACHEENDEAND NT 1 2X4 SOLID BLOCKING <br />#5 MIN. REQUIRED IN <br />BO <br />OND BEAM <br />154") 8"3FROM00 <br />) SHEATHINGW/ <br />EACH CELL HOOKED IN <br />MINC2-R12dT PER BILK EA END <br />18" O.C. MAX. MINMEN <br />TOP BOND BEAM W/ <br />EMBEDMENT <br />STANDARD ACI HOOK <br />7/18" OSB SHEATHING <br />CORNER BARS <br />TYPICAL MASONRY WINDOW <br />CMU WALL <br />AT CORNER STEP <br />SILL CONSTRUCTION <br />ARCHWAY FRAMING DETAILS <br />3 _ <br />A <br />C <br />PROVIDE 3" OIA HOLE IN <br />LINTEL SO THAT VERT. <br />REINF. BAR CONTINUES <br />THROUGH LINTEL. <br />I <br />I <br />I <br />SINGLE #5 CORNER <br />A <br />BAR ,TURNED up <br />OR TURNED DOWN INTO STEEL REINF. OF <br />QPE II / <br />FILLED CELL BOND. BEAM <br />II I II <br />I�8x8 <br />II <br />CMU PIER <br />VJI SINGLE OR DOUBLE REINF. SARIS), <br />PROVIDE #5 BAR <br />SEE PLAN. <br />II / <br />AT EACH SIDE <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 />1 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-7746078 <br />FAX: 407-7744078 <br />www.abdesigngroup.com <br />AA *: 0003325 <br />y <br />t <br />3� <br />3 <br />O <br />as <br />SunDIV ae LOT <br />ABBOTT PARK <br />LOT# 4 <br />BLK. 13 <br />PROJMT# <br />4 1.0 0-0413 <br />smDul.: <br />4EAB <br />"1672- ARIA" <br />CAP—#*Z 8WING: <br />RIGHT <br />PACE: <br />DETAILS <br />160 MPH E C <br />