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#5 CORNER BAR W/ 30" LAP FOR EACH <br />COURSE OF BOND BEAM <br />VERTICAL REBAR W/ 10" HOOK <br />3a'TVPIt!`L <br />#5 BAR IN BOND BEAM <br />CORNER <br />REINFORCING OF BOND BEAM <br />1 SCALE: 3/4"=1'-0" <br />NOTES TO THE INSPECTOR/CONTRACTOR TYP. 918" 1#5 <br />1. PLACE LINTEL ACROSS TOP OF OPENING. BOND BEAM <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 />�y PLACE STEEL HEIGHT. <br />REINFORCING (1-2) 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND <br />Nam, N AS DEPICTED HEREIN. STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST 1` <br />TWO COURSES ARE BOND BEAMS WITH A#5 BAR IN EACH COURSE. TYP. 8'ki6. y� <br />04 / 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 <br />/ REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE 1#5 <br />/ TOP OF THE LINTEL. <br />n 6, LINO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16' DEEP. n o <br />/ / *x�pEO <br />P0'�FE 806 DBL. BOND TOP OF <br />0 os <br />BEAM W/(1)#5 BAR BOND BEAM <br />EACH COURSE <br />8x8 BOND BEAM TOP OF <br />' P�O F=FILLED W/ GROUT W/(1)#5 BAR .i: 80NDB- <br />IpT'O 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 <br />� SEE NOTE 5 <br />A V'�N0 16-1T/1M/OB 8x8 PRE -CAST CONCRETE <br />�FEa� HEIGHTIL—'r LINTEL W/(1)#S BAR (L2) MASONRY <br />LENGTH OF BAR = WIDTH OF <br /># OF 85'S, TOP OPENING - T <br />IT IS THIS ENGINEER'S INTENT BOND BEAM COURSE OR 2 BEAM DESIGNATION <br />THAT XFXX- 1TM AMB INDICATES A DOUBLE BOND BEAM ZO,#5'S, BOTTOM BxB PRE -CAST CONCRETE SCALE: 34"=1'-0" <br />AND XFXX-1T/OM)OB INDICATES A SINGLE BOND BEAM PLACED IN LINTEL LINTEL, W/O STEEL (L1) REFER <br />IT IS THIS ENGINEER'S INTENT TOP <br />AND XUXX- 1 Tll M/08 INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED TO PLAN FOR LOCATIONS <br />LINTEL OF OPENING <br />AND XUXX- 1 TMIA/08 INDICATES A SINGLE BOND BEAM ABOVE UNFILLED LINTEL <br />PRECAST HEADER(MIN) <br />DBL. BOND BEAM <br />AT HIGHER ELEVATION <br />2x4 (MIN 2 X 3)13/16 <br />TAPCON OR DRIVE PIN (MIN <br />SHANK SIZE.145 MIN HEAD <br />DBL. BOND BEAM <br />SIZE .300 MIN EMBEDMENT 1 <br />AT LOWER ELEVATION <br />WINDOW <br />i/4") 8" FROM EACH END AND <br />18" O.C. MAX. MIN 1-1/4" <br />#5 BAR BENT <br />AS SHOWN <br />_ <br />EMBEDMENT <br />2x6 ( MIN 2 X 3) 2-3116 TAPCON <br />R DRIVE PIN (MIN SHANK <br />PRE -CAST <br />SIZEA45 MIN HEADSIZE.300 <br />WINDOW <br />MIN EMBEDMENT 11/4") 8"SILL <br />FROM EACH END AND 18" <br />OPE <br />ffs, <br />O.C. MAX. MIN 1-114' <br />M <br />EMBEDMENT <br />OPEN FACE SHELL SO <br />2x8 (MIN 2 X 3) 2-3116 <br />ALLOW <br />AS TO ALLOW BENT <br />TAPCON OR DRIVE PIN (MIN <br />BAR 70 PLACED IN <br />SHANK SIZE, 145 MIN HEAD <br />UPPER AND LOWER <br />SI") NT I 2X4 SOLID BLOCKING <br />#5 MIN. REQUIRED IN <br />BOND BEAM <br />1/4" S' FROM EACHE ND AND TO / <br />/7/16" <br />EACH CELL HOOKED IN <br />1B" O.C. MAXMIN, 2-12tl PER BLKE ?EA. ENDHING <br />VCMUWALL <br />TOP BOND BEAM W/ <br />STANDARDACI HOOK <br />OSB SHEATHING <br />CORNER BARS <br />TYPICAL MASONRY WINDOW <br />AT CORNER STEP <br />SILL CONSTRUCTION <br />ARCHWAY FRAMING DETAILS <br />3 <br />SCALE: 1 12'=1'-0" <br />5 <br />PROVIDE 3" DIA HOLE IN <br />LINTEL SO THAT VERT. <br />REINF. BAR CONTINUES <br />THROUGH LINTEL. <br />I <br />' <br />I <br />SINGLE #5 CORNER <br />n <br />BAR, 30x3O TURNED UP <br />O <br />OR TURNED DOWN INTO STEEL REINF. OF <br />QµEF <br />II / <br />FILLED CELL BOND. BEAM <br />II/ <br />II <br />8xe CMU PIER <br />W/ SINGLE OR DOUBLE REINF. BAR(S), <br />PROVIDE #5 BAR <br />SEE PLAN. <br />I / <br />A7 EACH SIDE <br />STEEL REINF. OF OF ELEVATION <br />ENSURE THAT PIER GROUTS BENEATH <br />BOND, BEAM CHANGE <br />LINTEL <br />CHANGEIN <br />ELEVATION OF BOND BEAM <br />7 <br />SCALE: 3/4"=1'-0" <br />SINGLE LINTEL, MULTIPLE OPENINGS <br />V SCALE: 3/4"=1'-0" <br />1 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX 407-7744078 <br />www.abAesigngroup.com <br />AA M. 0003325 <br />F <br />18 <br />a <br />C <br />C <br />3 <br />OIL <br />a LOT. <br />ABBOTT PARK <br />LOT #17 <br />BLK #12 <br />PHASE 4C <br />PROJECT# <br />04181.04C-17121 <br />1[ODEie <br />4EAB <br />"1672-ARIA" <br />GARAGE OWING: <br />RIGHT <br />PAGE: <br />DETAILS <br />160 MPH EXP. C <br />u[ <br />AR NO 98729' A <br />Ima�m�oul�u� <br />DATE: 02/07/22 <br />8CALE: 1/4"=1'-0" <br />sfzz= <br />S2.1A <br />