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NOTES TO THE INSPECTOR/CONTRACTOR TYR 91.8" <br />1. PLACE LINTEL ACROSS TOP OF OPENING. BOND BEAM <br />2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL. <br />41 <br />3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING e" �t • <br />PLACE STEEL HEIGHT. <br />pF� 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 1#5 <br />TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE. TYR 81x16" r <br />0 S. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM BOND BEAM <br />#5 CORNER BAR W/ 30" LAP FOR EACH / COURSE OF BOND BEAM IS OMITTED AND A LINTEL IS PLACED. THE STEEL <br />COURSE OF BOND BEAM / REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE 1>S <br />/ TOP OF THE LINTEL. I. s I: 1441 N. RONALD REAGAN BLVD. <br />VERTICAL REBAR W/ 10' HOOK aNp 6. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 18" DEEP. mil` LONGWOOD, FL 32750 <br />P[,FE 8x16 DEL BOND TOP OF PH: 407-774-6078 <br />�,2 a BEAM WI (1) #5 BAR BOND BEAM FAX. 407 774-0078 <br />,1L�0 EACH COURSE <br />• / www.abdesigngroup.com <br />8x8 BOND BEAM TOP OF AA #: 0003325 <br />• gtr W/(1)#5 BAR .ti. BOND BEAM <br />OF F = FILLED W/ GROUT 77 <br />30' TYPICAL <br />I F <br /><NO U =UNFILLED <br />GROUT SOLID FROM <br />TOP <br />NOMINAL <br />LINTEL TO TOP OF BOND <br />OF OPENING <br />WIDTH <br /># OF #5'S, IN 2ND BOND BEAM, IF FILLED LINTEL. <br />#5 BAR IN BOND BEAM <br />BEAM COURSE <br />SEE NOTE 5 <br />A V'�NEO 16-1 T/1 <br />R <br />Bx8 PRE -CAST CONCRETE <br />pF-FOP NOMINAL-�� <br />LJ <br />LINTEL W/(1)#58AR (L2) <br />MASONRY <br />e HEIGHT #OFWS,TOP <br />LENGTH OF BAR = WIDTH OF <br />OPENING-7 <br />BEAM DESIGNATION <br />CORNER <br />IT IS THIS ENGINEER'S INTENT BOND BEAM COURSE <br />OR <br />REINFORCING OF BOND BEAM <br />THATXFXX-lT/1MB INDICATES A DOUBLE BOND BEAM <br />#OF#5'S, BOTTOM <br />8X8 PRE -CAST CONCRETE <br />1 <br />AND XFXX-1T/OMNB INDICATES A SINGLE BOND BEAM <br />PLACED IN LINTEL <br />LINTEL, W/O STEEL (L1) REFER <br />SCALE: 3/4"=1'-D' <br />IT IS THIS ENGINEER'S INTENT <br />AND XUXX -1T/1 M/OB INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED <br />TO PLAN FOR LOCATIONS <br />TOP <br />LINTEL <br />OF OPENING <br />AND XUXX-1T,OM/0B INDICATES A SINGLE BOND BEAM ABOVE UNFILLED LINTEL <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 />WINDOW <br />SIZE .300 MIN EMBEDMENT 1 <br />1/4") &' FROM EACH END AND <br />18" O.C. MAX. MIN 1-114" <br />EMBEDMENT <br />� <br />ad <br />dd <br />6 <br />2X6 (MIN 2 X 3) 2-3/16 TAPCON <br />PRE -CAST . 3 1 4' <br />OR DRIVE PIN (MIN SHANK <br />WINDOW <br />61ZE.145 MIN HEAD SIZE .300 <br />SILL <br />MIN EMBEDMENT 1 1/4") &' <br />- SLOPE <br />FROM EACH END AND 18" <br />O.C. MAX. MIN 1-1/4" <br />EMBEDMENT <br />N <br />2x8 (MIN 2 X 3) 2-3/16 <br />ul <br />TAPCON OR DRIVE PIN (MIN <br />SHANK SIZE.145 MIN HEAD <br />SIZE .300 MIN EMBEDMENT 1 2X4 SOLID BLOCKING <br />Q O <br />1/4") 8" FROM EACH END AND SECURE TO SHEATHING W/ <br />V <br />18" O.C. MAX.MIIDMENT MIN, 2-12d PER BLK. EA. END <br />S' <br />TYPICAL MASONRY WINDOWVCMIU <br />7116" SBSHEATHING <br />WALL <br />SILL CONSTRUCTION <br />ARCHWAY FRAMING DETAILS <br />H (fib" , <br />5 SCALE: 3/4" = V-0" <br />, 0 <br />r <br />SINGLE #5 CORNER <br />BAR, 30X30 TURNED UP <br />OR TURNED DOWN INTO STEEL REINF. OF <br />FILLED CELL BOND. BEAM <br />SUHDIV. & LOT: <br />ABBOTT PARK <br />LOT #35 <br />BLK. #12 <br />PROJECT# <br />04181.000-35122 <br />MODEL: <br />4EBB <br />"1828-CALI" <br />GARAGE SWING: <br />RIGHT <br />PAGE: <br />DETAILS <br />160 MPH EXP. C <br />ARMMM- <br />8TA7'E OF FLOFtlDA <br />PROVIDE #5 BAR <br />STEEL REINF. OF AT EACH SIDE <br />OF ELEVATION <br />1 <br />U <br />BOND, BEAM CHANGE <br />L <br />e207 <br />CHANGEIN <br />ELEVATION OF BOND BEAM <br />L <br />NO <br />INT 1 <br />TE: 7 /21 / <br />ALE: 1/4"=1'-0" <br />T <br />fES <br />2.1A <br />