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-1001 <br />NOTES TO THE INSPECTOR/CONTRACTOR TYP. 8"x8" Eo 1. PLACE LINTEL ACROSS TOP OF OPENING. <br />1#5 <br />BOND BEAM <br />2, IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL. <br />PLACE STEEL HEIGHT E MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING11 .i� <br />�OF REINFORCING (L2) 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND <br />DEPICTED <br />�G� AS HEREIN. STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST �#5 <br />\,� TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE. TYP. 8"x16' jp <br />5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM BOND BEAM <br />0 / COURSE OF BOND BEAM IS OMITTED AND A LINTEL IS PLACED. THE STEEL <br />#5 CORNER BAR W/ 30" LAP FOR EACH <br />COURSE OF BOND BEAM <br />/ REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE 1#5 <br />/ <br />TOP OF THE LINTEL <br />/ 6. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEEP. <br />VERTICAL REBAR W/,0" HOOK <br />PO - FAG 8x16 DEL BOND TOP OF <br />BEAM W/ #S BAR BOND BEAM <br />/\O��.ti 8 QiL� (1) <br />EACH COURSE <br />• <br />G 8x8 BOND BEAM — TOP OF <br />• GQE�\� W/(1)#5 BAR .�'_ BOND BEAM <br />30" TYPICAL <br />F = FILLED W/ GROUT <br />I .V\A U =UNFILLED GROUT SOLID FROM TOP <br />�C1\� NOMINAL LINTEL TO TOP OF BOND OF OPENING <br />OF #5'S, 2ND BOND <br />IN SEAM, IF FILLED LINTEL. <br />WIDTH # <br />BEAM COURSE <br />#5 BAR IN BOND BEAM <br />SEE NOTE 5 <br />16-1 T/1 8x8 PRE -CAST CONCRETE <br />QOS��C(GF� 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 />ITINEERS INTENT BOND BEAM COURSE OR n BEAM DESIGNATION <br />THIS NGT/ <br />REINFORCING OF BOND BEAM <br />XFXXS MNB INDICATES A DOUBLE BOND BEAM # OF #5'S, BOTTOM 8x8 PRE -CAST CONCRETE L SCALE: 3/4"=1'-0" <br />AND XFXX- 1T/OMNB INDICATES A SINGLE BOND BEAM PLACED IN LINTEL LINTEL, W/O STEEL(L,) REFER <br />1T IS THIS ENGINEER'S INTENT <br />SCALE'. 3/4"=1'-0" <br />AND XUXX-1T/iM/OB INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED TO PLAN FOR LOCATIONS TOP <br />LINTEL OF OPENING <br />AND XUXX-1T/0M/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 IN EMBEDMENT 1 <br />SINGLE BOND BEAM <br />1/4") 8" FROM EACH END AND <br />AT LOWER ELEVATION <br />1a. O.C. MAX. MIN 1-114" <br />_ <br />EMBEDMENT <br />#5 BAR BENT <br />AS SHOWN <br />PRE -CAST a 3 ,�„ � <br />2x6 (MIN 2 X 3) 2-3/16 TAPCON <br />OR DRIVE PIN (MIN SHANK <br />WINDOW <br />SILL <br />'v SLOPE <br />SIZE.145 MIN HEAD SIZE .300 <br />MIN EMBEDMENT 1 114' 8" <br />FROM EACH END AND 18" <br />N 1-1/4" <br />EMBEDMENT <br />b <br />_ <br />2x8 (MIN 2X 3)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 2X4 SOLID BLOCKING <br />BAR TO BE PLACED IN <br />11.) 8" FROM EACH END AND <br />UPPER AND LOWER <br />#5 MIN. REQUIRED IN <br />O.C. MAX. MIN 1-1/4" MIN 2R12d PER ELK. EA ND <br />BOND BEAM <br />EACH CELL HOOKED IN <br />EMBEDMENT <br />EMBEDMENT <br />TOP BOND BEAM W/ <br />7/16' OSS SHEATHING <br />STANDARD ACI HOOK <br />TYPICAL MASONRY WINDOW <br />CMUWALL <br />SILL CONSTRUCTION <br />CORNER BARS <br />4 <br />ARCHWAY DETAIL <br />AT CORNER STEP <br />BCALE <br />FRAMING <br />5 <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 />SINGLE #5 CORNER <br />BAR, 30x30 TURNED UP <br />5 <br />OR TURNED DOWN INTO STEEL REINF. OF <br />FILLED CELL BOND. BEAM <br />6 <br />II I II / <br />II/ <br />II <br />3x8 CMU PIER <br />PROVIDE #5 BAR <br />W/ SINGLE OR DOUBLE REINF. BAR(S), <br />AT EACH SIDE <br />SEE PLAN. <br />/ <br />STEEL REINF. OF OF ELEVATION <br />ENSURE THAT PIER GROUTS BENEATH <br />BOND. BEAM CHANGE <br />CHANGE IN <br />ELEVATION OF BOND BEAM <br />SCALE: 3/4"=V-0" <br />SINGLE LINTEL, MULTIPLE OPENINGS <br />6 SCALE: 3/4"=1'A" <br />1ICNITICT3 <br />6 <br />Design <br />GrouFra <br />41 N. RONALD REAGAN BLI <br />LONGWOOD, FL32750 <br />PH: 407-774-6078 <br />FAX: 407-7744078 <br />www.abdesigngroup.com <br />AA #: 0003325 <br />m <br />0 <br />O <br />F <br />BVHDIV de IAT <br />SILVERADO <br />LOT #12 <br />BLK #16 <br />PROJECT# <br />03719.001-12161 <br />MODEL. <br />"2558—HAWTHORNE" <br />GARAGE BQING: <br />LEFT <br />PAGE: <br />DETAILS <br />150 PH E B <br />