Laserfiche WebLink
#5 CORNER BAR W/ 30" LAP FOR EACH <br />COURSE OF BOND BEAM <br />VERTICAL REBAR W/ 10' HOOK — <br />30" TYPICAL <br />#5 BAR IN BOND BEAM — <br />CORNER <br />REINFORCING OF BOND BEAM <br />SCALE: 3/4"=1'-d' <br />Ota� <br />PLACE STEEL <br />REINFORCING (1-2) <br />AS DEPICTED HEREIN. <br />pJ€�� <br />NOTES TO THE INSPECTOR/CONTRACTOR <br />TYR 8k8" <br />1 <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 />HEIGHT <br />4. THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND <br />STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST <br />1#5 <br />TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE. <br />TYP. e'k18" <br />b <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#5 <br />TOP OF THE LINTEL. <br />6. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16' DEEP. <br />F = FILLED WI GROUT <br />U =UNFILLED <br />NOMINAL <br />WIDTH # OF #5'S, IN 2ND BOND <br />/ BEAM COURSE <br />16-1 T/ 1 M/ B <br />NOMINAL—�� <br />HEIGHT # OF #5'S, TOP <br />IT IS THIS ENGINEER'S INTENT BOND BEAM COURSE <br />THAT XFXX-1T/1 MOOS INDICATES A DOUBLE BOND BEAM #OF#5'S, BOTTOM <br />AND XFXX. 1T)OMMB INDICATES A SINGLE BOND BEAM PLACED IN LINTEL <br />IT IS THIS ENGINEER'S INTENT <br />AND XUXX- lTn M/OB INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED <br />LINTEL <br />WINDOW <br />PRE -CAST +3114. <br />4 <br />WINDOW <br />SILL Z <br />SLOPE <br />TYPICAL MASONRY WINDOW <br />SILL CONSTRUCTION <br />4 SCALE: 1 1/2'=1'-0" <br />8xl6 DBL BOND TOP OF <br />BEAM W/ (1)#5 BAR BOND BEAM <br />EACH COURSE <br />Bx8 BOND BEAM T <br />W/(1)#S BAR .,eBOND BEAM <br />GROUT SOLID FROM TOP <br />LINTEL TO TOP OF BOND OF OPENING <br />BEAM, IF FILLED LINTEL <br />SEE NOTE 5 <br />8x8 PRE -CAST CONCRETE <br />LINTEL W/ (1) 95 BAR (1-2)LENGTH OF BAR = WIDTH OF <br />MASONRY <br />OPENING -2" <br />BEAM DESIGNATION <br />OR <br />n <br />Bx8 PRE -CAST CONCRETE <br />L SCALE:-'=1'-0' <br />LINTEL, W/O STEEL (Li) REFER <br />TO PLAN FOR LOCATIONS <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 />SIZE .300 MIN EMBEDMENT 1 <br />1/4") 8" FROM EACH END AND <br />1B" O.C. MAX. MIN 1-1/4" <br />EMBEDMENT <br />2x6 (MIN 2 X 3) 2-3/16 TAPCON <br />OR DRIVE PIN (MIN SHANK <br />SIZE. 145 MIN HEAD SIZE.300 <br />MIN EMBEDMENT 11/4")w <br />FROM EACH END AND 18" <br />O.C. MAX. MIN 1-1/4" <br />EMBEDMENT <br />2x8 (MIN 2 X 3)2-3116 <br />TAPCON OR DRIVE PIN (MIN <br />SHANK SIZE.145 MIN HEAD <br />SIZE .300 MIN EMBEDMENT 1 <br />1/4") 8" FROM EACH ENDAND <br />18" O.C. MAX. MIN 1-114" <br />EMBEDMENT <br />2X4 SOLID BLOCKING <br />SECURE TO SHEATHING W/ <br />MIN. 2-12d PER BLK EA END <br />OSB SHEATHING <br />WALL <br />ARCHWAY FRAMING DETAILS <br />SINGLE #5 CORNER <br />BAR, 30x30 TURNED UP <br />I - <br />-IZ <br />BA TURNED DOWN INTO STEEL REINF. OF <br />FILLED CELL BOND. BEAM <br />PROVIDE #5 BAR <br />AT EACH SIDE <br />STEEL REINF. OF OF ELEVATION <br />BOND.BEAM CHANGE <br />CHANGE IN <br />ELEVATION OF BOND BEAM <br />1 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-7748078 <br />FAX: 407-774-4078 <br />www.abdwlgngroup.com <br />AA #: 0003325 <br />Id <br />Gi <br />a <br />mill <br />mm <br />aUDDIV. La LAT <br />ABBOTT PARK <br />LOT #8 <br />BLK. #13 <br />PROJECT <br />4181.000-08131 <br />MoDEL.• <br />4EBB <br />"1828-CALI" <br />GARAGM >SMING: <br />RIGHT <br />PAGE: <br />DETAILS <br />160 MPH EXP. C <br />22 <br />mm <br />DATM 9/21/21 <br />BCAL.E: 1/4"=1•-0" <br />sklz= <br />S2.IA <br />