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#5 CORNER BAR W/ 30" LAP FOR EACH <br />COURSE OF BOND BEAM <br />VERTICAL REBAR VV710' HOOK <br />- <br />30" TYPICAL <br />#5 BAR IN BOND BEAM <br />CORNER <br />REINFORCING OF BOND BEAM <br />SCALE: 3l4"=1'-0' <br />NOTES TO THE INSPECTOR/CONTRACTOR TYR <br />1. PLACE LINTEL ACROSS TOP OF OPENING. BOND BEAM 1#5 <br />1 IF BOTTOM STEEL IS REQUIRED PUKE #5 BAR IN LINTEL_ 8„ <br />EL 3. PLACE MASONRY UNITS AS REWIRED TO ACHIEVE THE REWIRED BEARING <br />HEIGHT. <br />OF �\ REINF0RCING(1-2) 4, THE LAST COURSE WI LL BE A BOND BEAM WITH(1)#5 BAR CONTINUOUS AROUND AS DEPICTED HEREIN. STRUCTURE- A DOUBLE BOND BEAM MAY BE SPECIFIED SOTHAT THEN THE LAST 1#5 <br />TWO COURSES ARE BOND BEAMS WITH A#5 BAR IN EACH COURSE. TYR 8"l6' �p <br />oJ�RP / 5. SHOULD THE DOUBLE BOND BEAM COINCIDE V\ATHALINTEL THE BOTTOM BONDBEAM <br />COURSE OF BOND BEAM IS OMITTED AND A LINTEL IS PLACED. THE STEEL <br />/ / 1#5 <br />REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE <br />/ TOP OF THE LINTEL <br />9 ��� 6. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN W DEEP. ' <br />PO iE 8x16 DEL. BOND TOP OF <br />BEAM W/ (1)iS BAR BOND BEAM <br />• �\QSN 0 EACH COURSE <br />V�G Bx8 BOND BEAM TOP OF <br />• OQ�� W/(1)#5 BAR BOND BEAM <br />F = FILLED W/ GROUT <br />OF U = UNFILLEDNO TOP <br />\O(YY GROUT SOLID FROM OF OPENING <br />.>J NOMINAL LINTEL TO TOP OF BO <br />WIDTH # OF 7R5'S, IN 2ND BOND BEAM <br />BEAM COURSE <br />� SEE NOTE 5 <br />16-1T/1M/OB BxB PRE -CAST CONCRETE <br />NOMINAL �� LINTEL W/(1)#S BAR (L2) MASONRY <br />QE HEIGHT # OF #5'S, TOP � LENGTH OF BAR = Vv1DTH OF <br />$" OPENING-Z' <br />BOND BEAM COURSE OR 2 BEAM DESIGNATION <br />IT IS THIS ENGINEER'S INTENT # OF #5'S, BOTTOM 8x8 PRE -CAST CONCRETE SCALE: 3/4'"=1'-0' <br />THAT XFXX - 1 T/1 M/OB INDICATES A DOUBLE BOND BEAM PLACED IN LINTEL LINTEL, W/O STEEL(L1)REFER <br />AND XFXX- 1T/OM/OB INDICATES A SINGLE BOND BEAM TO PLAN FOR LOCATIONS TOP <br />OF OPENING <br />PRECAST HEADER(MIN) <br />2x4 (MIN 2 X 3)1-3/16 <br />TAPCON OR DRIVE PIN (MIN <br />SHANK SIZE. 145 MIN HEAD <br />VA N DOW, <br />SIZE .300 IN EMBEDMENT 1 <br />114") 8" FROM EACH END AND <br />18" O.C. MAX. MIN 1-114" <br />EMBEDMENT <br />It <br />3 <br />2x6 (MIN 2 X 3) 2-3/16 TAPCON <br />. 114' <br />PRE -CAST <br />OR DRIVE PIN (MIN SHANK <br />WINDOWSIZE.145 <br />MIN HEAD SIZE.300 <br />SILL <br />MIN EMBEDMENT 11/4")8" <br />SLOPE <br />FROM EACH END AND id' <br />O.C. MAX. MIN 1-114" <br />EMBEDMENT <br />2x8 (MIN 2X 3)2-3116 <br />TAPCON OR DRIVE PIN (MIN <br />SHANK SIZE. MIN HEAD <br />SIZE .300 MIN EMBEDMENT 1 2X4 SOLID BLOCKING <br />1/41.) 8" FROM EACH END AND SECURE TO SHEATHING W/ <br />18" O.C. MAX. MIN 1-1/4" MIN. 2-12d PER BILK EA END <br />VCMU <br />EMBEDMENT <br />7116' OSB SHEATHING <br />TYPICAL MASONRY WINDOW <br />WALL <br />SILL CONSTRUCTION <br />4 <br />ARCHWAY FRAMING DETAIL <br />SCALE: 1 vz"=r-a' <br />cJ <br />SCALE: 3�4"=1'-0' <br />1 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX: 407-774-0078 <br />Www.abdesigngroup.mm <br />AA #: 0003325 , <br />W <br />T <br />fi <br />w <br />0 <br />w <br />z <br />O <br />4 <br />W <br />A <br />F <br />ti <br />sysniv aIAT: <br />SILVERADO <br />LOT #48 <br />BLK #6 <br />PR07ECT# <br />04128.002-48061 <br />MODEL• <br />4EBB <br />"1828-CALI" <br />GAMAOE SWING: <br />RIGHT <br />PAGE: <br />DETAILS <br />UO MPH EXP. B <br />r ARCHITECTS <br />DAR � Ol/18/19 <br />SCALE: 1/4"=1'-0° <br />SKEET <br />S2.1A <br />