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ifs CORNER BAR W/ 30" LAP FOR EACH <br />COURSE OF BOND BEAM <br />VERTICAL REBAR W/ 10" HOOK <br />30" TYPICAL <br />#5 BAR IN BOND BEAM <br />CORNER <br />REINFORCING OF BOND BEAM <br />1 SCALE: 314"=1'-0" <br />NOTES TO THE INSPECTOR/CONTRACTOR TYP B"X6" <br />1. PLACE LINTEL ACROSS TOP OF OPENING. BOND BEAM 1 <br />2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL. <br />PLACE STEEL H3. E GATE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING�c <br />�OF 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 THAT THEN THE LAST 1#5 <br />TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE. TYP. 606"5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH ALINTELTHE `p <br />COURSE OF BOND BEAM IS OMITTED AND A LINTEL IS PLACED. THE STEEL BOND BEAM ^ <br />REINFORCING FOR THE BOTTOM BOND BEAM IS TO BECONTINUOUS THROUGH THE 1#5 <br />l ff� <br />/ A TOP OF THE LINTEL, <br />6. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN IV'DEEP. <br />,L P05' F(G� 8x16 DBL. BOND TOP OF <br />/ ��• 9 Q BEAM W/ (1) #5 BAR BOND BEAM <br />\O EACH COURSE <br />G 8x8 BOND BEAM TOP OF <br />• pQ�G�\� W/ (1) #5 BAR .` BOND BEAM <br />! GROUT <br />I .\\Apt U = UNFILLEDSOLID FROM TOP <br />.pL\� NOMINAL LINTEL TO TOP OF BOND OF OPENING <br />WIDTH # OF #VS, IN 2ND BOND BEAM, IF FILLED LINTEL. <br />BEAM COURSE <br />p SEE NOTE 5 <br />a\�� 16-1 T/ 1 I� B 8 LINTEL W/AS #5 BAR (L2)E <br />p R��� NOMINAL—� LENGTH OF BAR = WIDTH OF MASONRY <br />Q HEIGHT # OF #VS, TOP <br />9 OPENING-2" <br />IT IS THIS ENGINEER'S INTENT BONG BEAM COURSE OR 2 BEAM DESIGNATION <br />THAT XFXX-1Tf1M/OS INDICATES A DOUBLE BOND BEAM #OF#5'S, BOTTOM 8x8 PRE -CAST CONCRETE SCALE: 3/4"=1'0" <br />AND XFXX- 1T/OMPoB INDICATES A SINGLE BOND BEAM PLACED IN LINTEL LINTEL, W/O STEEL (Li) REFER <br />IT IS THIS ENGINEER'S INTENT <br />AND XUXX- 1T/1 M/OB INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED TO PLAN FOR LOCATIONS TO <br />LINTEL OF OPENING <br />AND XUXX- 1T/0M/0B INDICATES A SINGLE BOND BEAM ABOVE UNFILLED LINTEL <br />PRECAST HEADER(MIN) <br />OBL. BOND BEAM <br />AT HIGHER ELEVATION <br />2x4 (MIN 2 X 3)1-3M6 <br />TAPCON OR DRIVE PIN (MIN <br />SHANK SIZE.145 MIN HEAD <br />DBL. BOND BEAM <br />MIN DMENT I <br />AT LOWER ELEVATION <br />WINDOW <br />1 4 8" FROM EAC300 <br />H END AND <br />18" O.C. MAX. <br />#5 BAR BENT <br />AS SHOWN <br />EMBEDMENT <br />2 X 3) 23116 TAPCON <br />2x6 (MIN <br />OR DRIVE PIN (MIN SHANK <br />PRECAST "a 141' <br />SIZE.145 MIN HEAD SIZE .300 <br />WINDOW <br />MIN EMBEDMENT 11/4")8" <br />70. ,Lk <br />91LL g <br />FROM EACH END AND 18" <br />SLOPE <br />O.C. MAX. MIN 1-1/4" <br />c <br />EMBEDMENT <br />2x8 (MIN 2 X 3) 2-3/16 <br />OPEN FACE SHELL SO <br />TAPCON OR DRIVE PIN (MIN <br />AS TO ALLOW BE <br />SHANK SIZE, 145 MIN HEAD <br />BAR TO BE PLACED IN <br />SIZE MIN EMBEDMENT 1 KING <br />UPPER AND LOWER #5 MIN. REQUIRED IN <br />BOND BEAM <br />1/4") B"FRO <br />"FR M EACH END AND SECURE TO HEATH SHEATHING W/ <br />EACH CELL HOOKED IN <br />18" O.C. MAX. MIN 1-11. MIN. 2-12d PER BILK. EA. END <br />TOP BOND BEAM W/ <br />EMBEDMENT <br />STANDARD ACI HOOK <br />7/18" OSB SHEATHING <br />- CORNER BARS <br />TYPICAL MASONRY WINDOW <br />CMU WALL <br />AT CORNER STEP <br />SILL CONSTRUCTION <br />ARCHWAY FRAMING DETAILS <br />3 <br />4 SCALE: 11/2"=V-0" <br />5 <br />SCALE:34"=1'-0" <br />SCALE: 3/4"-V-0" <br />PROVIDE 3" DIA. HOLE IN <br />LINTEL SO THAT VERT. <br />REINF. BAR CONTINUES <br />THROUGH LINTEL. <br />I I <br />> I <br />r <br />SINGLE #5 CORNER <br />p" <br />BAR, 30x30 TURNED. P <br />g El�p <br />OR TURNED DOWN INTO STEEL REINF. OF <br />FILLED CELL BOND. BEAM <br />G8x8 CMU PIER <br />W/ SINGLE OR DOUBLE REINF. SARIS), <br />PROVIDE #5 BAR <br />AT EACH SIDE <br />SEE PLAN. <br />I / <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 />SINGLE LINTEL, MULTIPLE OPENINGS <br />6 SCALE: 3/4"-V-0" <br />1441 N. RONALD REAGAN BLVDJI <br />LONGWOOD, FL 32750 <br />PH: 407-774.6078 <br />FAX: 407-7744078 <br />www.a dosigngfoup.com <br />L AA #: 0003325 <br />is <br />fi <br />v <br />0w <br />11� <br />Ty <br />b <br />aUDDIV. ae LOT: <br />ABBOTT PARK <br />LOT #4 <br />BLK #15 <br />PROJECT# <br />04181.000-04151 <br />MODEL: <br />4EAB <br />"1672-ARIA" <br />GARAGE SIMNO: <br />RIGHT <br />PAGE: <br />DETAILS <br />160 MPH EXP. C <br />