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#5 CORNER BAR W/ 30" LAP FOR EACH <br />COURSE OF BOND BEAM <br />VERTICAL REBAR W/ 10' HOOT( <br />4 <br />39' TYPICAL <br />#5 BAR IN BOND BEAM <br />CORNER <br />REINFORCING OF BOND BEAM <br />NOTES TO THE INSPECTOR/CONTRACTOR TYP. 8"x8" -19, <br />1. PLACE LINTEL ACROSS TOP OF OPENING. BOND BEAM <br />2. IF BOTTOM STEEL IS REQUIRED PLACE pS BAR IN LINTEL. <br />\" 3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING <br />�\ PLACE STEEL HEIGHT. <br />pF REINFORCING(L2) 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1)A56AR CONTINUOUS AROUND <br />AS DEPICTED HEREIN. STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST ik5 <br />�v / TWO COURSES ARE BOND BEAMS WITH A A5 BAR IN EACH COURSE. TYP. 8N10' �p <br />FlP 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 BEAM IS TO BE CONTINUOUS THROUGH THE 1,55 <br />/ TOP OF THE LINTEL. <br />/ A o\ ��Q 6. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN W DEEP. 8 <br />8xi6 DEL BOND 70P OF <br />pEL BEAM W/(i)NS BAR BOND BEAM <br />0 EACH COURSE <br />8x8 BOND BEAM TOP OF <br />BOND BEAM <br />F =FILLED W/GROUT <br />.\\\O U =UNFILLED GROUT SOLID FROMTOP <br />f1\� NOMINAL LINTEL TO TOP OF BONDOF OPENING <br />W DTH # OF #5'S, IN 2ND BOND BEAM <br />BEAM COURSE <br />� SEE NOTE 5 <br />�OQ�\ W/(1)a5 BARJETE <br />A ow\ a 16-1T/1 M/ B 8x8 PRE -CAST CONCR <br />NOMINAL-'' LENGTH OFB R=WIMASONRY <br />$. Q� HEIGHT N OF M5'S, TOP OPENING-7 <br />BOND BEAM COURSE OR BEAM DESIGNATION <br />IT IS THIS ENGINEER'S INTENT 1t OF*5'S, BOTTOM 8x8 PRE -CAST CONCRSCALE:34"=i'-0 <br />THAT XFXX-1T/1 M10B INDICATES A DOUBLE BONG BEAM PLACED IN LINTEL LINTEL, W/O STEEL(LAND XFXX - 1T/OMlOB INDICATES ASING E BOND BEAM TO PLAN FOR LOCATITOP <br />OF OPENING <br />PRECAST HEADER(MIN) <br />2x4 (MIN 2 X 3) 1J/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 />18" O.C. MAX. MIN 1-1/4" <br />EMBEDMENT <br />2xe (MIN 2 X 3) 2-3/16 TAPCON <br />PRE.3 110 <br />CAST.4 N <br />OR DRIVE PIN (MIN SHANK <br />WINDOW <br />WINDOWT <br />MIN HEAD SIZE.300 <br />EF <br />SILL <br />MIN EMBEDMENT 11/4")8' <br />- SLOPE <br />FROM EACH END AND 19' <br />O.C. MAX. MIN 1-1/4" <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 SHEATHING W <br />18" O.C. MAX. MIN 1-1/4" MIN. 2-12d PER BLK. EA END <br />EMBEDMENT <br />7/16" OSB SHEATHING <br />TYPICAL MASONRY WINDOW <br />CMU WALL <br />SILL CONSTRUCTION <br />ARCHWAY FRAMING DETAIL <br />SCALE: 3/4"=l'-U" <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX: 407-774-4078 <br />www.a bdealgngroup.mm <br />L AA#: 0003325 , <br />Z <br />W <br />p� <br />i <br />U <br />h <br />avnaiv. a< LOT: <br />SILVERADO <br />LOT #10 <br />BLK #7 <br />PROJECT# <br />04128.002-10072 <br />MOaar.: <br />4EAB <br />"1672-ARIA" <br />OARAOE STIWO: <br />LEFT <br />PAGE: <br />DETAILS <br />50 MPH EXP. <br />JUL 1 5 <br />=1' <br />2. IA <br />