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#5 CORNER BAR W/ 30" LAP FOR EACH <br />COURSE OF BOND BEAM <br />VERTICAL REBAR W/ 10" HOOK <br />#5 BAR IN BOND BEAM <br />REINFORCING OF BOND BEAM <br />NOTES TO THE INSPECTOR/CONTRACTOR TYP. 6W <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 />PLACE STEEL HEIGHT. <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 i <br />TWO COURSES ARE BOND BEAMS WITH A#5 BAR IN EACH COURSE, TYP. 8N16' jp <br />HELP 5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM BOND BEAM <br />O / COURSE OF BOND BEAM IS OMITTED AND A LINTEL IS PLACED, THE STEEL <br />/ REINFORCING FOR THE BOTTOM BOND BE IS TO BE CONTINUOUS THROUGH THE 1#5 <br />/ TOP OF THE LINTEL <br />6. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16' DEEP. - <br />8x16 DBL BOND TOP OF <br />/ GQE'iF' BEAMWI (BOND <br />BAR BOND BEAM <br />• 3d\��� EACH COURSE <br />`r 8xB BOND BEAM T <br />• �OQE�\r W/(1)#5 BAR30"TYPICAL IO F = FILLED W/GROUT <br />�U =UNFILLED GROUT SOLID FROMTOP <br />NOMINAL LINTEL TO TOP OF BONDOF OPENING <br />WIDTH #OF #5'S, R 2ND BOND <br />BEAM COURSE SEE NOTE 5 <br />ETE <br />TE <br />�`\NEO �16-1 T/1 LINTELW/(ts#SARNOMINAL LENGTH OF BAR=WADTHMASONRY <br />HEIGHT # OF R5'S, TOP OPENING-Z'CORNER BOND BEAM COURSE GR BEAM DESIGNATION <br />IT IS THIS ENGINEER'S INTENT #OF#5'S,BOTTOM 8x8PRE-CAST CONCRETTHAT XFXX - 1T/1 M/O8 INDICATES A DOUBLE BOND BEAM PLACED IN LINTEL LINTEL, W/O STEEL (LI) AND XFXX - 1T/OM/OB INDICATESA SINGLE BOND BEAM TO PLAN FOR LOCATION <br />OF OPENING <br />PRECAST HEADER(MIN) <br />2x4 (MIN 2 X 3) 1-3116 <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 />18" O.C. MAX. MIN 1-1/4" <br />EMBEDMENT <br />.31 W" <br />2.6 (MIN 2 X 3) 2-3/16 TAPCON <br />PRE-CAST.a <br />OR DRIVE PIN (MIN SHANK <br />WINDOW <br />SILL <br />SIZE.145 MIN HEAD SIZE.300 <br />MIN EMBEDMENT 1 1/4") 8" <br />b, SLOPE <br />FROM EACH END AND 18" <br />O.C. MAX. MIN 1-114' <br />m <br />EMBEDMENT <br />2x8 (MIN 2 X 3) 2-3/16 <br />TAPCON OR DRIVE PIN (MIN <br />SHANK SIZE. 145 MIN HEAD <br />SIZE 300 MIN EMBEDMENT 1 2X4 SOLID BLOCKING <br />1/4") 8" FROM EACH END AND SECURE TO SHEATHINGWI <br />18" O.C. MAX. MIN 1AW MIN. 2-12d PER BILK EA. END <br />VCM.W.' <br />EMBEDMENT <br />7116" OSB SHEATHING <br />TYPICAL MASONRY WINDOW <br />SILL CONSTRUCTION <br />4 <br />ARCHWAY FRAMING DETAIL <br />scALE:1 trr=r-a• <br />5 <br />SCALE: 3/4"=1'-a' <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX: 407-7744078 <br />WwW.abdmigngroup.com <br />L AA 8: 0003325 <br />Ol <br />oV <br />V <br />d <br />O <br />V <br />W <br />O <br />F <br />a <br />8UHDIV. & Wo <br />SILVERADO <br />LOT #14 <br />BLK. #11 <br />PROJECT# <br />04128.002-14111 <br />MODZI. <br />4EBB <br />"1828-CALL" <br />GARAGE SIMIKO: <br />RIGHT <br />PAGE: <br />DETAILS <br />150 MPH EXP. B <br />F.-F.-F-T-R]U <br />DATE:10/23/18 <br />SCAM- 1/4"=1'-0" <br />Bill= <br />S2.1A <br />