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a15 CORNER BAR W/ 30" LAP FOR EACH <br />COURSE OF BOND BEAM <br />VERTICAL REBAR W/ 1U' HOOK <br />30" TYPICAL <br />#5 BAR IN BOND BEAM <br />CORNER <br />REINFORCING OF BOND BEAM <br />1 _ <br />SCALE: -11Y <br />NOTES TO THE INSPECTOR/CONTRACTOR TMP. ""I"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 />PLACE STEEL 3. HEIGHT MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING <br />\N REINFORCING (L2) 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND <br />aG� AS DEPICTED HEREIN. STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST 105 <br />TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE. TYP. 8"xle' (p <br />�FLP 5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM BOND BEAM <br />COURSE OF / GNO REINFORCINGES FOR H BOTTOM BOND BEAM LINTELEAM IS OMITTED AND A TO BE CONTINUOUS THROUGH THE ' <br />TOP OF THE LINTEL. <br />6. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEEP. <br />PO FE Bx16 DBL. BOND TOP OF <br />BEAM W/ (1) #5 BAR BOND BEAM <br />9 EACH COURSE <br />G 8x8 BOND BEAM TOP OF <br />OQE�\� W/ (1) #5 BAR .` _ BOND BEAM <br />F FILLED W/GROUT <br />�\\� 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 />R SEE NOTE 5 <br />A \' 16-1 T/1 LJ Bx8 PRE -CAST CONCRETE <br />P05�FF'� NOMINAL—� LINTEL W/(1)#5 BAR(L2) MASONRY <br />P� HEIGHT # OF #5'S, TOP LENGTH OF BAR = WIDTH OF <br />0 OPENING - Z' <br />IT IS THIS ENGINEER'S INTENT BOND BEAM COURSE OR 2 BEAM DESIGNATION <br />THAT XFXX- 1T7 MAB INDICATES A DOUBLE BOND BEAM #OF#5'S, BOTTOM 8x8 PRE -CAST CONCRETE SCALE: 3lV=l'-U' <br />AND XFXX-1TOMMB INDICATES A SINGLE BOND BEAM PLACED IN LINTEL LINTEL, W/O STEEL (LI) REFER <br />IT IS THIS ENGINEER'S INTENT <br />AND XUXX-1TH M/00 INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED TO PLAN FOR LOCATIONS TOP <br />UNTEL OF OPENING <br />AND XUXX-1TOM/OB INDICATES A SINGLE BOND BEAM ABOVE UNFILLED LINTEL <br />PRECAST HEADER(MIN) <br />SINGLE BOND BEAM <br />2x4 (MIN 2 X 6 <br />AT HIGHER ELEVATION <br />RIVE <br />TAPCON OR DRIVE PIN (MIN <br />WINDOW <br />SHANK SIZE.145 MIN HEAD <br />SINGLE BOND BEAM <br />SIZE .300 MIN EMBEDMENT 1 <br />AT LOWER ELEVATION <br />114") 6' FROM EACH END AND <br />16' O.C. MAX. MIN 1-114" <br />#5 BAR BENT <br />AS SHOWN <br />PRE -CAST '4 1'� <br />EMBEDMENT <br />2x6 (MIN 2 X 3) 2-3116 TAPCON <br />WINDOW <br />OR DRIVE PIN (MIN SHANK <br />SILL <br />SIZE.145 MIN HEAD SIZE .300 <br />o SLOPE <br />MIN EMBEDMENT 1 V4") 8" <br />18' <br />CM <br />OC. <br />ENO /AND <br />O. MAX <br />_ <br />EMBEDMENT <br />TAPCOIN <br />OPEN FACE SHELL SO <br />OR DRI-3116 <br />VE PIN (MIN <br />AS TO ALLOW BENT <br />SHANK SIZE.145 MIN HEAD <br />BAR TO BE PLACED IN <br />SIZE .3DO MIN EMBEDMENT 1 2X4 SOLID BLOCKING <br />UPPER AND LOWER #5 MIN. REQUIRED IN <br />1/4") 8" FROM EACH END AND SECURE TO SHEATHING W/ <br />BOND BEAM <br />EACH CELL HOOKED IN <br />18' O.C. MAX. MIN 1-1/4" MIN. 2-12d PER BLK. EA. END <br />VCMUWALL <br />TOP BOND BEAM W/ <br />EMBEDMENT <br />STANDARD ACI HOOK <br />TYPICAL MASONRY WINDOW <br />7/15'OSB SHEATHING <br />SILL CONSTRUCTION <br />CORNER BARS <br />AT CORNER STEP <br />Y �A`� "�"" <br />ARCHWAY FRAMING DETAIL <br />G <br />PROVIDE 3" DIA. HOLE IN <br />LINTEL SO THAT VERT. <br />REINF. BAR CONTINUES <br />THROUGH LINTEL <br />I <br />> I <br />SINGLE #5 CORNER <br />BAR, 3Ox30 TURNED UP <br />OR TURNED DOWN INTO STEEL REINF. OF <br />FILLED CELL BOND. BEAM <br />I� <br />(� <br />8x8 PI <br />W/ SINGING LE OR DOUBLE REINF, BAR(S), <br />SEE PLAN, <br />PROVIDE BAR <br />AT EACH SIDE <br />SIDE <br />STEEL REINF. OF OF ELEVATION <br />ENSURE THAT PIER GROUTS BENEATH <br />BOND.BEAM CHANGE <br />LINTEL <br />CHANGE IN <br />ELEVATION OF BOND BEAM <br />7 <br />SCALE: 3/4"=l'-U <br />SINGLE LINTEL, MULTIPLE OPENINGS <br />� <br />v <br />SCALE: 3/4"=1'-0" <br />1 N. RONALD REAGAN BL <br />LONGWOOD, FL32750 <br />PH: 407-774-6078 <br />FAX 407-7744078 <br />www.abdaslgngroup.00m <br />AA M: 0003326 <br />Y <br />a <br />sURDM At LOT: <br />ABBOTT PARK <br />LOT #34 <br />BLK. #12 <br />PROJECT <br />0418 .006-34121 <br />MODEL: <br />3EAB <br />"1504-ALLEX" <br />GARAGE SWING: <br />LEFT <br />PAGE: <br />DETAILS <br />%160 MPH W. C <br />vil <br />aA <br />NO <br />DATZ: 4/07/21 <br />scALE: 1/4"=1'-O" <br />SHEET <br />S2.1A <br />