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#5 CORNER BAR W/ 3a' LAP FOR EACH <br />COURSE OF BOND BEAM <br />I f 1 <br />VERTICAL REBAR WI ta' HOOK <br />30" TYPICAL <br />#5 BAR IN BOND BEAM <br />CORNER <br />REINFORCING OF BOND BEAM <br />SCALE: 3/4"=V-a' <br />NOTES TO THE INSPECTOR/CONTRACTOR TYR eNg, <br />1. PLACE LINTEL ACROSS TOP OF OPENING. BOND BEAM 1#5 <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 />\,\r` PLACE STEEL HEIGHT. <br />�OF REINFORCING (12) 4. THE LAST COURSE WILL BE A BOND BEAM NH (1) #5 BAR CONTINUOUS AROUND <br />AS DEPICTED HEREIN. STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST 1 <br />TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE. TYP. 8•06'5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE (p <br />p`IF'� COURSE OF BOND BEAM IS OMITTED AND A LIIN TEL ISPLACED. HE BSTTEEL BOND BEAM <br />REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE <br />/ TOP OF THE LINTEL. I" 1 <br />1:�,\ `p 6. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEEP. �F- <br />0 • * 8x16 DBL. BOND TOP OF <br />Q�� BEAM W/ (1) #5 BAR BOND BEAM <br />•\Q S EACH COURSE <br />G 8x8 BOND BEAM TOP OF <br />• pQ�L�\� W/(1)05 BAR .y; BOND BEAM <br />F = FILLED W/ GROUT <br />I .�\1.p� U = 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 />p SEE NOTE 5 <br />16-1 T/1 B 8x8 PRE -CAST CONCRETE <br />P05f� � NOMINAL LINTEL W/ (1) #5 BAR (L2) <br />LENGTH OF BAR = WIDTH OF MASONRY <br />Q� HEIGHT # OF #5'S, TOP <br />S" OPENING - 7' <br />BOND BEAM COURSE OR n BEAM DESIGNATION <br />IT IS THIS ENGINEER'S INTENT # OF #5'S, BOTTOM 8x8 PRE -CAST CONCRETE <br />THAT XFXX - 1T/1 M/OB INDICATES A DOUBLE BOND BEAM PLACED IN LINTEL LINTEL, W/OSTEEL(L1)REFER <br />AND XFXX - 1T/0WGB INDICATES A SINGLE BOND BEAM TO PLAN FOR LOCATIONS Op <br />OF OPENING <br />PRECAST HEADER(MIN) <br />2x4 (MIN 2 X3)1-3/16 <br />TAPCON OR DRIVE PIN (MIN <br />SHANK SIZE.145 MIN HEAD <br />WINDOW <br />SIZE .300 MIN EMBEDMENT 1 <br />1/4") 8' FROM EACH END AND <br />16.O.C. MAX. MIN 1-1/4•' <br />EMBEDMENT <br />2-3116 ON <br />)(MIN <br />PRE -CAST 'a 19 <br />OR DRIVE PIN SHANK <br />WINDOW <br />SIZE.145 MIN HEAD SIZE .300 <br />SILL <br />MIN EMBEDMENT 1 1/,f) 8' <br />SLOPE <br />FROM EACH END AND 18' <br />O.C. MAX. MIN 1-114' <br />^ - <br />EMBEDMENT <br />2x8 (MIN 2 X 3)2-3116 <br />TAPCON OR DRIVE PIN (MIN <br />SHANK SIZE.145 MIN HEAD <br />BLOCKING <br />SIZE .300 MIN EMBEDMENT 1?7/16'OSB <br />1/4••) 8•' FROM EACH END AND SHEATHING WI <br />18" O.C. MAX. MIN 1-1/4"ER BILK EA. END <br />EMBEDMENT <br />HEARING <br />TYPICAL MASONRY WINDOW <br />SILL CONSTRUCTION <br />4 SCALE: 1 1l2"=1'-a' <br />ARCHWAYFRAMING DETAIL <br />5 <br />1441 N. RONALD REAGAN BLVD <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX 407-774-4078 <br />www.ebdeslgngroup.00m <br />L AA #: 0003325 A <br />a <br />y <br />4 <br />8 <br />8 <br />a <br />tills <br />L11 <br />I <br />9VHDM & LflT <br />SILVERADO <br />LOT 63 <br />BLK 6 <br />PROJECTµ <br />04128.002-63061 <br />HODELI <br />4EBB <br />"1828—CALM" <br />GARAGE 81IIING: <br />RIGHT <br />PAGE: <br />DETAILS <br />0 MPH EXP. <br />DA IM 03/11/19 <br />SCALE: 1/4"=1'-0" <br />aI;EET <br />S2.1A <br />