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NOTES TO THE INSPECTOR/CONTRACTOR TYP.8"x8" <br />1. PLACE LINTEL ACROSS TOP OF OPENING. <br />13OND 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 />PLACE STEEL <br />�0 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 THATTHEN THE LAST 1#5 <br />TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE. TYR 8'k18" ;o <br />#5 CORNER BAR W/ 30" LAP FOR EACH <br />QP\ S. 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 />COURSE OF BOND BEAM <br />REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE 1#5 <br />TOP OF THE LINTEL. <br />6. LINO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEEP. T 8 <br />VERTICAL REBAR W/ 10" HOOK <br />D TOP OF <br />BAR BONDSEAM <br />BEAM W/(iJ� <br />\O R EACH COURSE <br />• \\10 8x8 BOND BEAM TOP OF <br />• W/(1)#5 BAR _ BOND BEAM <br />30" TYPICAL <br />QOe� <br />F FILLED W/GROUT <br />=UNFILLED GROUT SOLID FROM TOP <br />NOMINAL LINTEL TO TOP OF BOND OF OPENING <br />WIDTH # OF #5'S, IN 2ND BOND BEAM <br />BEAM COURSE <br />#5 BAR IN BOND BEAM <br />� SEE NOTE 5 <br />•-1 T/1 M/ B 8x8 PRE -CAST CONCRETE <br />PP �Q NOMINAL LENGTH OFIBAR -WIDLTHOF MASONRY <br />CORNER <br />$Q HEIGHT #OF#5'S,TOP OPENING-2" BEAM DESIGNATION <br />BOND BEAM COURSE OR n <br />REINFORCING OF BOND BEAM <br />IT IS THIS ENGINEER'S INTENT #OF#5'S, BOTTOM 8x8PRE-CAST CONCRETE L SCALE: 3l4"=7'-0" <br />1 <br />THAT XFXX -1T/1 WOB INDICATES A DOUBLE BOND BEAM PLACED IN LINTEL LINTEL, W/O STEEL (0) REFER <br />SCALE: 3/4"=1'-0" <br />AND XFXX-1T/OWOB INDICATES A SINGLE BOND BEAM TO PLAN FOR LOCATIONS TOP <br />oo- <br />OF OPENING <br />PRECAST HEADER(MIN) <br />2x4 (MIN 2 X 3) 1-W16 <br />SINGLE BOND BEAM <br />D BEAM <br />TAPCON OR DRIVE (MIN <br />AT HIGHER <br />ZE.145 MINPIN <br />HEAD <br />1MIN <br />WINDOW <br />SIZE 300SHANK <br />EMBEDMENT 1 <br />SINGLE BOND BEAM <br />114") W 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 />e 1/4" <br />PRE -CAST � <br />2x6 (MIN 2 X 3) 2-NI6 TAPCON <br />OR DRIVE PIN (MIN SHANK <br />WINDOW <br />SIZE.145 MIN HEAD SZE .300 <br />SILL <br />MIN EMBEDMENT 1 11VI 8" <br />= SLOPE <br />FROM EACH END AND 18" <br />7O" <br />N 1-1/4" <br />2fD <br />m <br />EMBEDMENT <br />4 <br />2x8 (MIN 2 X 3) 2-&16 <br />TAPCON OR DRIVE PIN (MIN <br />OPEN FACE SHELL SO <br />SHANK SIZE.145 MIN HEAD <br />AS ALLOW BENT <br />OO <br />E83 2X4 SOLID BLOCKING <br />BAR E PLACED IN <br />1S/4 FROM EACH END AND <br />") SECURE TO SHEATHING W/ <br />UPPER AND LOWER #5 MIN. REQUIRED IN <br />18" O.C. MAX. MIN 1-1/4" MIN. 2-12d PER BLK. EA END <br />VCMUWALL <br />BOND BEAM <br />EACH CELL HOOKED IN <br />EMBEDMENT <br />TOP BOND BEAM W/ <br />7116" OSB SHEATHING <br />STANDARD ACI HOOK <br />TYPICAL PICAL MASONRY WINDOW <br />SILL CONSTRUCTION <br />CORNER BARS <br />4 <br />ARCHWAY FRAMING DETAIL <br />AT CORNER STEP <br />SCALE:11/2"=1'-0" <br />5 SCALE: 3l4"=1'-0" <br />3 <br />SCALE: 3/4"=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 />SINGLE #5 CORNER I <br />BAR, 3Ox30 TURNED UP <br />OR TURNED DOWN INTO STEEL REINF. OF <br />EF <br />FILLED CELL BOND. BEAM <br />II <br />II <br />ER <br />PROVIDE #5 BAR <br />DOUBLE REINF. BAR(S), <br />AT EACH SIDE <br />/OR <br />STEEL REINF. OF OF ELEVATION <br />AT PIER GROUTS BENEATH <br />BOND. BEAM CHANGE <br />LINTEL. <br />CHANGE IN <br />�XENSURE <br />ELEVATION OF BOND BEAM <br />7 <br />SCALE: 3/4"=1'-0" <br />SINGLE LINTEL, MULTIPLE OPENINGS <br />1441 N. RONALD REAGAN Bl <br />LONG WOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX: 407-7744078 <br />www.abdesigngroup.com <br />AA M: 0003325 <br />ol <br />r7 <br />d <br />0 <br />G <br />C <br />F <br />C <br />ti <br />SL78DIV. & LOT <br />SILVERADO <br />LOT #1 <br />BLK #12 <br />PROJECT* <br />04128.001-01121 <br />MODEL• <br />4ENB <br />"1751-NEUVILLE" <br />GARAGE SVrMG: <br />RIGHT <br />PAGE: <br />DETAILS <br />50 MPH EXP. <br />DRDqT <br />A08/15/18 <br />SCALE: 1/4"=1'-0" <br />SHEET <br />S2.1A <br />