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NOTES TO THE INSPECTOR/CONTRACTOR TYP. V'A8" <br />1. PLACE LINTEL ACROSS TOP OF OPENING. BOND BEAM 1#5 <br />2. IF BOTTOM STEEL S REQUIRED PLACE #5 BAR IN LINTEL. <br />\,\ � PUKE STEEL RPLACEINFORCING <br />GATE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING <br />OR REINFORCING (L2) 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND <br />NG 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. 8"x16" <br />�fLP 5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM BOND BEAM <br />#5 CORNER BARLAP FOR EACH REINFORCING FORCOURSE OF BOND THE TBOTTOM BOND BEAM ISIS OMITTED AND A EL TOIS PLACED. THE STEEL <br />BE CONTINUOUS THROUGH THE <br />COURSE OF BONDD BEAM <br />M � 1#5 <br />/ A TOP OF THE LINTEL. * g^ 1441 N. RONALD REAGAN BLVD <br />VERTICAL REBAR W/ 10" HOOK \�' O 6. LINO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEEP. <br />LONGWOOD, FL32780 <br />8x16 DBL. BOND TOP OF PH:407-7748078 <br />YV BEAM W/ (1) #5 BAR BOND BEAM <br />FAX: 407-7744078 <br />• \O�� 9 P EACH COURSE www.abdosigngroup.com <br />\r1G 8x8 BOND BEAM TOP OF AA #: 0003325 <br />• OQ4iC\ W/(1)#5 BAR .`; BOND BEAM <br />F - FILLED W/ GROUT <br />TYPICAL <br />__f"NOMINAL <br />I .V\OU = UNFILLED <br />GROUT SOLID FROML�TOP, <br />TOP <br />t30" <br />LINTEL TO TOP OF BONDOF <br />OPENING <br />#5 BAR IND BEAM <br />WIDTH <br /># OF #5'S, IN 2ND BOND <br />(/{—SEAM COURSE <br />BEAM, IF FILLED LINTEL. <br />SEE NOTE 5 <br />CORNER <br />N. ��0 �,16-1 T/ 1 1 V <br />HEIGHT L # OF #5'S, TOP <br />0 <br />IT IS THIS ENGINEER'S INTENT BOND BEAM COURSE <br />1/ B <br />LINTEL Wl(1) #5 BAR (L2)NOME <br />LENGTH OF BAR = WIDTH OFMASONRY <br />OPENING-2" <br />OR <br />� BEAM DESIGNATION <br />REINFORCING OF <br />THAT XFXX-17/1M/OB INDICATES A DOUBLE BOND BEAM <br />#OF#VS, BOTTOM <br />BxB PRE -CAST CONCRETE <br />SCALE: 3/4"=1'-0" <br />BOND BEAM <br />1 SCALE: 3/4"=1'-0" <br />AND XFXX- iT/OM/OB IND CATES A SINGLE BOND BEAM <br />IT IS THIS ENGINEER'S INTENT <br />AND %l1XX- iTHM/OB INDICATES A DOUBLE BONG BEAM ABOVE UNFILLED <br />LINTEL <br />PLACED IN LINTEL <br />LINTEL, W/O STEEL (L1) REFER <br />TO PLAN FOR LOCATIONS <br />OF OPENING <br />AND XUXX - 1T/0M10B INDICATES A SINGLE BOND BEAM ABOVE UNFILLED LINTEL <br />PRECAST HEADER(MIN) <br />2x4 (MIN 2 X 3)1-3116 <br />TAPCON OR DRIVE PIN (MIN <br />SHK SIZE. 145 MIN HAD <br />WINDOW <br />S ZE.300 MIN EMBEDMENT 1 <br />114") 8" FROM EACH END AND <br />18" O.C. MAX. MIN 1.1/4" <br />EMBEDMENT <br />4 <br />L'ITITIT <br />. 3 i!4" <br />PRE -CAST a <br />2X6 (MIN 2 X 3) 2-3/16 TAPCON <br />OR DRIVE PIN (MN SHANK <br />WINDOW <br />SIZE.145 MIN HEAD SIZE .300 <br />SILL g <br />MIN EMBEDMENT, 1/4")8' <br />SLOPE <br />FROM EACH END AND 18" <br />O.C. MAX. MIN 1-1/4" <br />EMBEDMENT <br />2x8 (MIN 2 X 3) 2-3/16 <br />TAPCON OR DRIVE PIN (MIN <br />SHANK SIZE.145 MIN HEAD <br />!;]E <br />SIZE.300 MIN EMBEDMENT 1 2X4 SOLID BLOCKING <br />1/4") B" FROM EACH END AND SECURE TO SHEATHING W/ <br />18"O.C. MAX. MIN 1-1/4" MIN. 2-12d PER BLK. EA. END <br />EMBEDMENT <br />VCMUWALL <br />7/1HEATHING <br />TYPICAL MASONRY WINDOW <br />SILL CONSTRUCTION <br />ARCHWAY FRAMING DETAIL <br />- <br />r <br />SINGLE #5 CORNER <br />BAR, 30x3O TURNED UP <br />OR TURNED DOWN INTO STEEL REINF. OF <br />FILLED CELL BOND. BEAM <br />aysDly a• LAT: <br />SILVERADO <br />LOT #13 <br />BLK. #19 <br />PROJECT <br />04128.001-13191 <br />MODEIe <br />4EBB <br />"1828-CAIT <br />DAMAGE OWING: <br />LEFT <br />PAGE: <br />DETAILS <br />L150 MPH EXP. i <br />PROVIDE #5 BAR <br />AT EACH SIDE <br />STEEL REINF. OF OF ELEVATION <br />BOND.BEAM CHANGE <br />CHANGE IN <br />1 <br />OF BOND BEAM <br />(DfELLEVATION SCALE:' 44" <br />NO <br />DA 6/09/20 <br />OCA=: 1/4"=1'-0" <br />GREET <br />S2.1A <br />