Laserfiche WebLink
#5 CORNER BAR WI 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'-U' <br />PLACE STEEL <br />REINFORCING (L2) <br />AS DEPICTED HEREIN. <br />NOTES TO THE INSPECTOR/CONTRACTOR <br />1. PLACE LINTEL ACROSS TOP OF OPENING. <br />2. IF BOTTOM STEEL IS REQUIRED PLACE 05 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 />TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE. <br />5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM <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 />TOP OF THE LINTEL. <br />6. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEEP, <br />T i�(/ OF �- F=FILLEDWl GROUT <br />U =UNFILLED <br />NOMINAL <br />WIDTHBEAM <br /># OF #5'S, IN 2ND BOND <br />COURSE <br />F.� �o <br />T/1 � /c B <br />�16-1 <br />I L <br />HEIGHT # OF #518, <br />TOP <br />IT IS THIS ENGINEER'S INTENT BOND BEAM <br />COURSE <br />THAT XFXX- 1TA M/OB INDICATES A DOUBLE BOND BEAM <br />#OF#5'S, BOTTOM <br />AND XFXX-1T/OM,OB INDICATES A SINGLE BOND BEAM <br />PLACED IN LINTEL <br />IT IS THIS ENGINEER'S INTENT <br />AND XUXX - iTH M/OB INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED <br />LINTEL <br />WINDOW-1 F <br />PRE -CAST .3 1w" <br />WINDOW i <br />SILL <br />SLOPE <br />TYPICAL MASONRY WINDOW <br />SILL CONSTRUCTION <br />4 SCALE: 1 1/7'=l'-O" <br />TYP SSS' <br />BON <br />BOND BEAM <br />1#5 <br />TYR "16" <br />'1O <br />BONDBEAM <br />r-,.' <br />1#5 <br />�g � <br />BX16 DBL. BOND TOP OF <br />BEAM W/ (1) #5 BAR BOND BEAM <br />EACH COURSE <br />8x8 BOND BEAM <br />TOP OF <br />W1(1)#5 BAR <br />.y_ BOND BEAM <br />GROUT SOLID FROM <br />T P <br />LINTEL TO TOP OF BOND <br />OF OPENING <br />BEAM, IF FILLED LINTEL. <br />SEE NOTE 5 <br />SX8 PRE -CAST CONCRETE <br />LENGTH OFIBAR WIDTH OF <br />MASONRY <br />OPENING-2• <br />BEAM DESIGNATION <br />OR <br />n <br />8X8 PRE -CAST CONCRETE <br />G SCALE. <br />LINTEL, W/O STEEL (Li) REFER <br />TO PLAN FOR LOCATIONS <br />T— . <br />PRECAST HEADER(MIN) <br />20 (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 />18" O.C. MAX. MIN 1-1/4" <br />EMBEDMENT <br />216 (MIN 2 X 3) 23116 TAPCON <br />OR DRIVE PIN (MIN SHANK <br />SIZE.145 MIN HEAD SIZE .300 <br />MIN EMBEDMENT 1 114") 8" <br />FROM EACH END AND 18" <br />O.C. MAX. MIN 1-1/4" <br />EMBEDMENT <br />2x8 (MIN 2X 3)23/16 <br />TAPCON OR DRIVE PIN (MIN <br />SHANK SIZE.145 MIN HEAD <br />SIZE .300 MIN EMBEDMENT 1 2X4 SOLID BLOCKING <br />114") 8" FROM EACH END AND SECURE TO SHEATHING W/ <br />18" O.C. MAX. MIN 1-114" MIN. 2-12d PER BLK. EA. END <br />EMBEDMENT <br />OSS SHEATHING <br />WALL <br />ARCHWAY FRAMING DETAILS <br />5 scALE: 3ra" • 1'-0" <br />I - <br />SINGLE #5 CORNER <br />BAR, 3OX30 TURNED UP <br />EL REINF. OF <br />OR TURNED DOWN INTO STE <br />FILLED CELL BOND. BEAM <br />PRAT EOVACH SIDE <br />#5 BAR <br />STEEL REINF. OF OF ELEVATION <br />BOND.BEAM CHANGE <br />CHANGE IN <br />7 ELEVATION OF BOND BEAM <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD,FL32750 <br />PH: 407-774.0078 <br />FAX: 407-774.4078 <br />www.abdealgngroup.com <br />L AA #: 0003325 A <br />i <br />d <br />R <br />C <br />aysaiv re LOT: <br />ABBOTT PARK <br />LOT #5 <br />BLK. #9 <br />PROJECT <br />04181.000-05091 <br />MODEU <br />4EBB <br />"1828—CALL" <br />GARAGE SQIMG: <br />LEFT <br />PAGE: <br />DETAILS <br />U60 MPH E JC <br />DRINT <br />APE: 5/05/21 <br />BCALX: 1/4"=1'-0" <br />SMICET <br />S2.1A <br />