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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 />CORNER <br />REINFORCING OF BOND BEAM <br />SCALE: 3/4"=1'-0• <br />PLACE STEEL <br />REINFORCING(L2) <br />AS DEPICTED HEREIN. <br />NOTES TO THE INSPECTOR/CONTRACTOR <br />TYP 8116' <br />1#5 <br />1. PLACE LINTEL ACROSS TOP OF OPENING. <br />BOND BEAM <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 />* S„ <br />HEIGHT. <br />4. THE LAST COURSE WILL BE A BOND BEAM WITH(1)#S BAR CONTINUOUS AROUND <br />STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST <br />+� <br />TWO COURSES ARE BOND BEAMS WITH A #6 BAR IN EACH COURSE. <br />TYP. 8nxl6' <br />6 <br />5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM <br />BOND BEAM <br />�• <br />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 <br />1>� <br />TOP OF THE LINTEL. <br />0. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 18" DEEP. <br />F� F = FILLED W/ GROUT <br />U = UNFILLED <br />IOMINAL # OF #5'S, IN 2N0 BOND <br />VIDTH BEAM COURSE <br />16-1T/1M/ B <br />NOMINAL —>" <br />HEIGHT # OF #5•S, TOP <br />BOND BEAM COURSE <br />IT IS THIS ENGINEER'S INTENT # OF #5'S, BOTTOM <br />THAT XFXX-1T/1M/OB INDICATES A DOUBLE BOND BEAM PLACED IN LINTEL <br />AND XFXX - 1TIOM/0B INDICATES A SINGLE BOND BEAM <br />WINDOW <br />�.. <br />PRE -CAST ..3 iN" <br />WINDOW 4. <br />SILL Y <br />SLOPE <br />TYPICAL MASONRY WINDOW <br />SILL CONSTRUCTION <br />4 SCALE: 1 yr=r-o <br />8x16 DBL. BOND Tip <br />F <br />BEAM W/(1)#5 BAR BOND BEAM <br />EACH COURSE <br />8x8 BOND BEAMT P . 0 <br />W/(1)#5 BAR '..�: BOND BEAM <br />GROUT SOLID FROM <br />LINTEL TO TOP OF BOND OF OPENING <br />BEAM <br />8x8 PRE -CAST CONCRETE <br />LINTEL 1A7 (1) iLENGTH OF MASONRY <br />BAR = WIDTH OF <br />OPENING-2' BEAM DESIGNATION <br />OR 2 <br />8x8 PRE -CAST CONCRETE SCALE: 3N"=1'-0" <br />LINTEL, W/O STEEL (LI) REFER <br />TO PLAN FOR LOCATIONS B Tn.1 <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 />SIZE .300 MIN EMBEDMENT 1 <br />114") 8" FROM EACH END AND <br />18" O.C. MAX. MIN 1-1/4" <br />EMBEDMENT <br />24 (MIN 2 X 3) 2-3/16 TAPCON <br />OR DRIVE PIN (MIN SHANK <br />SIZE.145 MIN HEAD SIZE .300 <br />MIN EMBEDMENT 1 1/4") B" <br />FROM EACH END AND 18" <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 EMSEDMEM 1 <br />2X4 SOLID BLOCKING — <br />1/4") 8" FROM EACH END AND <br />SECURE TO SHEATHING W/ <br />18" O.C. MAX. MIN 1-114' <br />MIN. 2-12d PER BLK EA END <br />EMBEDMENT <br />OSB SHEATHING <br />WALL <br />ARCHWAY FRAMING DETAIL <br />5 SCALE: 314"=1'-0" <br />SINGLE #5 CORNER ­_"IZZj� <br />BAR, 30x30 TURNED UP <br />OR TURNED DOWN INTO STEEL REINF. OF <br />FILLED CELL BOND. BEAM <br />PROVIDE 15 BAR <br />STEEL REINF. OF AT EACH SIDE <br />OF ELEVATION <br />BOND.BEAM CHANCE <br />CHANGE IN <br />ELEVATION OF BOND BEAM <br />SCALE: 3/4"=1'-0' <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX: 407-774.4078 <br />www.abdes%p*mup.com <br />L AA A: 0003325 <br />A <br />a <br />2 <br />W <br />O <br />F'summ as IA7! <br />SILVERADO <br />LOT #1 <br />BLK. #17 <br />P1OJEMW <br />4128.002-0117 <br />bwDz u <br />4EBB <br />"1828—CALI" <br />GARAGE! eTIFna z <br />LEFT <br />PAGEL <br />DETAILS <br />150 MPH EXP. B <br />CT <br />P TO a10/09/19 <br />WCAM 1/4"=1'-O" <br />ssaelff <br />S2.IA <br />