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NOTES TO THE INSPECTOR/CONTRACTOR TYP 817191 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. HEIGHTE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING <br />�\,\���� <br />�O REINFORCING (1-2) 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 <br />TWO COURSES ARE BOND BEAMS WITH TYP. 8N16" <br />A #5 BAR IN EACH COURSE. IO <br />5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM BOND BEAM <br />ff:1#5 <br />#5 CORNER BAR W/ 30" LAP FOR EACH <br />O��ELP / <br />COURSE OF BOND BEAM IS OMITTED AND A LINTEL IS PLACED. THE STEEL <br />COURSE OF BOOEJA <br />REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE 1ai <br />/ TOP OF THE LINTEL. <br />/ A° <br />6. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEEP. <br />VERTICAL REB <br />�,\\A'�p <br />8x16 DBL. BOND TOP OF <br />p05' FAR <br />Q�E BEAM W/(1)#5 BAR BOND BEAM <br />•\�•V' <br />EACH COURSE <br />'\O <br />O 8x8 BOND BEAM — TOP OF <br />• Q�G�\� W/(1)#5 BAR BOND BEAM <br />L <br />F = FILLED W/ GROUT•\\U= UNFILLED GROUT SOLID FROM TOP <br />NOMINAL LINTEL TO TOP OF BOND OF OPENING <br />WIDTH # OF#5'S, IN BOND BEAM, IF FILLED LINTEL. <br />B <br />E <br />BEAM COURSE#5 SEE NOTE 5 <br />�/c <br />8X8 PRE -CAST CONCRETE <br />AN16-1T/1 <br />P09���R NOMINAL—� LINTEL W/(1)#5 BAR(L2) <br />LENGTH OF BAR =WIDTH OF MASONRY <br />P� HEIGHT #OF #5'S, TOP <br />a OPENING -2" <br />CORNER <br />BEAM COURSE n BEAM DESIGNATION _ <br />NGEOR <br />THAT XFXXT/M,OB INDICATES A DOUBLE BOND BEAM # OF #5'S, BOTTOM 8 8 PRE -CAST CONCRETE <br />REINFORCING OF BOND BEAM <br />ANDXFXX- 1T/OW08 INDICATES A SINGLE BOND BEAM PLACED IN LINTEL LINTEL, W/O STEEL(L1) REFER <br />SCALE: 3/4"=V-0" <br />IT IS THIS ENGINEER'S INTENT TO PLAN FOR LOCATIONS <br />AND XUXX - iT/i M/OB INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED TOP <br />LINTEL OF OPENING <br />AND XUXX - iT*M/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 1-1/4' <br />_ <br />EMBEDMENT <br />#5 BAR BENT <br />AS SHOWN <br />2x6 (MIN 2 X 3) 2-3/16 TAPCON <br />PRE -CAST "a 1FT <br />OR DRIVE PIN (MIN SHANK <br />WINDOW <br />SIZE.145 MIN HEAD SIZE .300 <br />SILL <br />MIN EMBEDMENT 1 114") 8" <br />- SLOPE <br />FROM EACH END AND 18" <br />O.C. MAX. MIN 1-1/4" <br />7 <br />0 <br />ro <br />EMBEDMENT <br />0 <br />2x8 (MIN 2X3)2-3/16 <br />TAPCON OR DRIVE PIN (MIN <br />OPEN FACE SHELL SO <br />SHANK SIZE.145 MIN HEAD <br />AS TO ALLOW BENT <br />SIZE .300 MIN EMBEDMENT 1 SOLID BLOCKING — <br />BAR TO BE PLACED IN <br />1/4" 8" FROM EACH END AND 'SE <br />SECURE TO SHEATHING W/ <br />UPPER AND LOWER <br />#5 MIN REQUIRED <br />18" O.C. MAX. MIN 1-114" MIN, 2-12d PER BLK. EA. END <br />BOND BEAM <br />EACH CELL HOCKED IN <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 />`� <br />ARCHWAY FRAMING DETAIL <br />AT CORNER STEP <br />SCALE 1 1/T=1'-0" <br />5 SCALE:34"=1'-0 <br />3 <br />SCALE: 3l4"=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 <br />> I <br />- <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�exe <br />II <br />CMU PIER <br />PROVIDE #5 BAR <br />W/ SINGLE OR DOUBLE REINF. BAR(S), <br />AT EACH SIDE <br />SEE PLAN. <br />/ ENSURE THAT PIER GROUTS BENEATH <br />STEEL REINF. OF OF ELEVATION <br />BOND. BEAM CHANGE <br />LINTEL. <br />CHANGEIN <br />ELEVATION OF BOND BEAM <br />D <br />SCALE: 3/4-T-O" <br />SINGLE LINTEL, MULTIPLE OPENINGS <br />V SCALE: 3/4"=1' 0" <br />A N C N I T EC T <br />6 <br />Design <br />Groulr.a <br />41 N. RONALD REAGAN BU <br />LONGWOOD, FL32750 <br />PH: 407-774-6078 <br />FAX: 407-7744078 <br />www.abdesigngroup.com <br />AA #: 0003325 <br />0 <br />a <br />y <br />0 <br />[LI-13 <br />SU13DIV. & LOT: <br />SILVERADO <br />LOT# 26 <br />BLK. 10 <br />PROJECT# <br />03719.001-26101 <br />1[ODEL <br />"2558—HAWTHORNE" <br />OARAOE SVnNG: <br />LEFT <br />PAGE: <br />DETAILS <br />150 MPH EXF, B <br />