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#5 CORNER BAR W/ 30' LAP FOR EACH <br />COURSE OF BOND BEAM <br />VERTICAL REBAR W/ 10" HOOK\N—� <br />30" TYPICAL <br />#5 BAR IN BOND BEAM <br />CORNER <br />REINFORCING OF BOND BEAM <br />1 SCALE 3/4"=1'-(Y' <br />NOTES TO THE INSPECTOR/CONTRACTOR TYP 811, m 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 PLACE3. MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING <br />HEIGHT�t <br />OF REINFORCING (1-2) 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 ,aYs <br />TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE. TYP. 6k16' fp <br />5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM BOND BEAM <br />COURSE OF BOND BEAM IS OMITTED AND A LINTEL IS PLACED. THE STEEL <br />/ ,#5 <br />/ REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE <br />/ TOP OF THE LINTEL <br />B. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16' DEEP.-B <br />pQs- F�G� 8x16 DBL. BOND TOP OF <br />7' QEi� BEAM W/ (1) 05 BAR BOND BEAM <br />EACH COURSE <br />\�1G 8X8 BOND BEAM TOP OF <br />• ��<J W/(1)#5 BAR •ti. BOND BEAM <br />F = FILLED W/ GROUT <br />I .\\�.U = UNFILLED GROUT SOLID FROM TOP <br />�J:\O NOMINAL LINTEL TO TOP OF BOND OF OPENING <br />WIDTH # OF#5'S, IN 2ND BOND BEAM, IF FILLED LINTEL <br />BEAM COURSE <br />SEE NOTE 5 <br />s�� o �16-1T/1�/c B �NT`� w/"; CONCRETE <br />P��F HEI4INALGHT # OF #5'S, TOP � LENGTH OF BAR =WIDTH OF MASONRY <br />a 0PE"'NG-2' BEAM DESIGNATION <br />ITISTHISENG NEER'SINTENT BOND BEAM COURSE OR <br />THAT XFXX-1Tn # MOB INDICATES A DOUBLE BOND BEAM OF#5'S, BOTTOM 8x8 PRE -CAST CONCRETE SCALE: 3/4"=1'-0 <br />AND XFXX - 7TJOMMB INDICATES A SINGLE BOND BEAM PLACED IN LINTEL LINTEL, W/O STEEL (L,) REFER <br />IT IS THIS ENGINEER'S INTENT TO PLAN FOR LOCATIONS <br />AND XUXX-1THM0B INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED TOP <br />LINTEL OF OFFING <br />AND XUXX - ITIOM08 INDICATES A SINGLE BOND BEAM ABOVE UNFILLED LINTEL <br />PRECAST HEADER(MIN) <br />2.4 (MIN 2X 3)1-3116 <br />TAPCON OR DRIVE PIN (MIN <br />SHANK SIZE.145 MIN HEAD <br />WINDOW <br />SIZE .300 MIN EMBEDMENT 1 <br />114") 6' FROM EACH END AND <br />18" O.C. MAX. MIN 1-1/4" <br />EMBEDMENT <br />216 (MIN 2 X 3) 2-3/16 TAPCON <br />.• 3 1!4" <br />PRE -CAST .Q <br />OR DRIVE PIN (MIN SHANK <br />WINDOW <br />SIZE.145 MIN HEAD SIZE .300 <br />SILL z <br />MIN EMBEDMENT I IM-) 6' <br />- SLOPE <br />FROM EACH END AND 16' <br />O.C. MAX. MIN 1-1/4" <br />^� <br />EMBEDMENT <br />2x8 (MIN 2 X 3) 2J/16 <br />TAPCON OR DRIVE PIN (MIN <br />SHANK SIZE.145 MIN HEAD <br />SIZE .300 MIN EMBEDMENT 1 2X4 SOLID BLOCKING <br />1/4-) 6' FROM EACH END AND SECURE TO SHEATHING W/ <br />18" O.C. MAX. MIN 1-1/4'• MIN. 2-12tl PER BLK. EA END <br />EMBEDMENT <br />HEATHING <br />TYPICAL MASONRY WINDOW <br />CMU WALL <br />SILL CONSTRUCTION <br />4 SCALE:, 1/2'=1'-0" <br />ARCHWAY FRAMING DETAIL <br />rJ <br />r <br />SINGLE #5 CORNER <br />BAR, 30x3O TURNED UP <br />OR TURNED DOWNNT IO STEEL REINF. OF <br />FILLED CELL BOND. BE <br />PROVIDE #5 BAR <br />A T EACH SIDE <br />STEEL REINF. OF OF ELEVATION <br />BOND. BEAM CHANGE <br />CHANGEIN <br />ELEVATION OF BOND BEAM <br />7 <br />SCALE: 3!4"=1'-0" <br />1441 N. RONALD REAGAN BI <br />LONGWOOD, FL32750 <br />PH: 407-774-6078 <br />FAX: 407-774.4078 <br />www.abde8lgngrouP.com <br />AA is 000=5 <br />r <br />r <br />Q <br />u <br />9l <br />�l <br />3 <br />�I <br />im <br />atMD:v & LO"r <br />SILVERADO <br />LOT 6 <br />BLK 19 <br />PROJECT# <br />04128.002 06191 <br />MODEL <br />4EBB <br />"1828—CALI" <br />c3AR40E SIMMO: <br />RIGHT <br />PAGE: <br />DETAILS <br />150 MPH EXP. - B <br />G"�%T� [ 1 �-T <br />•< <br />DATE: 04/08/20 <br />SCAM 1/4"=1'-0" <br />a*== <br />s2.1A <br />