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NOTES TO THE INSPECTOR/CONTRACTOR TYR 9'X6' <br />1. PLACE LINTEL ACROSS TOP OF OPENING. BOND BEAM 14 <br />5 <br />2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL. <br />3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING 7� <br />PLACE STEEL HEIGHT. <br />pPJc� REINFORCING (1-2) 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND <br />�6M AS DEPICTED HEREIN. STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST 1` <br />TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE. TYP. 8'x1E' y <br />pdE / 5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM BOND BEAM <br />#5 CORNER BAR W/ 30" LAP FOR EACH <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 1#5 <br />COURSE OF BOND BEAM <br />/ TOP OF THE LINTEL. e" 1441 N. RONALD REAGAN BLVD. <br />d 6, UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEEP. <br />VERTICAL REBAR W/ 10" HOOK p9`" RCp 8x16 DBL. BOND TOP OF LONGWOOD, 4- 0FL3750 <br />/ 2 # BEAM W/ (1) #5 BAR BOND BEAM PH: 407-774.6078 <br />EACH COURSE FAX: 407-774-4078 <br />• / www.abdesigngroup.eom <br />O 8x8 BOND BEAM TOP OF AA #: 0003325 <br />• gN�� W/ (1) #5 BAR BOND BEAM <br />OQ F = FILLED W/ GROUT .y <br />30"TYPICAL <br /><�''04 U=UNFILLED <br />GROUT SOLID FROM <br />TOP <br />NOMINAL <br />OF #5'S, IN 2ND BOND <br />LINTEL TO TOP OF BOND <br />OF OPENING <br />WIDTH <br /># <br />BEAM, IF FILLED LINTEL. <br />#5 BAR IN BOND BEAM <br />BEAM COURSE <br />SEE NOTE 5 <br />`p T/1 <br />B <br />81NT E W/(1)#S BAR <br />�16-1 <br />N' NOMINAL <br />P� <br />LENGTH OF BAR = WIDTH OF <br />MASONRY <br />HEIGHT # OF #5'S, TOP <br />ORE"'"G-2• <br />BEAM DESIGNATION <br />CORNER <br />IT IS THIS ENGINEER'S INTENT BOND BEAM COURSE <br />OR <br />2 <br />ORCING OF BOND BEAM <br />THAT XFXX-1T/1 MNB INDICATES A DOUBLE BOND BEAM <br />#OF#5'S, BOTTOM <br />8x8 PRE -CAST CONCRETE <br />SCALE: 3/4"=V-0' <br />CDE� <br />ANDXFXX-lT/0M/0B INDICATES A SINGLE BOND BEAM <br />INTENT <br />PLACED IN LINTEL <br />LINTEL,WOSTEEL(L1)REFER <br />SCALE: 3/4"=1'-0" <br />IT IS THIS ENGINEER'S <br />TO PLAN FOR LOCATIONS <br />TOP <br />AND XUXX- iTHM/08 INDICATES ADOUBLE BOND BEAM ABOVE UNFILLED <br />LINTEL <br />OF OPENING <br />AND XUXX-1TMM/0B INDICATES A SINGLE BOND BEAM ABOVE UNFILLED LINTEL <br />PRECAST HEADER(MIN) <br />2x4 (MIN 2 X 3) 1-3116 <br />TAPCON OR DRIVE PIN (MIN <br />SHANK SIZE.145 MIN HEAD <br />WINDOW <br />SIZE .300 MIN EMBEDMENT 1 <br />114") 8" FROM EACH END AND <br />18" O.C. MAX. MIN 1-114" <br />EMBEDMENT <br />p <br />p <br />� <br />d <br />mms <br />2x6(MIN 2 X 3)2-3116 TAPCON <br />PRE -CAST OR DRIVE PIN (MIN SHANK <br />WINDOW SIZE.145 MIN HEAD SIZE.300 <br />SILL MIN EMBEDMENT 1 8'LOPE FROM EACH END ANDND 1B' <br />O.C. MAX. MIN 1-1/4" <br />EMBEDMENT <br />2x8 (MIN 2X 3)2-3116 Lu <br />TAPCON OR DRIVE PIN (MIN W <br />SHANK SIZE.145 MIN HEAD <br />SIZE 300 MIN EMBEDMENT 1 2X4 SOLID BLOCKING 0 <br />114") 8" FROM EACH ENO AND SECURE TO SHEATHING W/ <br />18" O.C. MAX. MIN 1-1/4" MIN, 2-12d PER ELK. EA. END <br />EMBEDMENT # <br />TYPICAL MASONRY WINDOW CMU WALL SHEATHING i <br />SILL CONSTRUCTION <br />1 1/2"=1' 0" 5 ARCHWAY FRAMING DETAILS <br />4' SCALE: <br />SCALE: 3/4" " V-0" <br />r <br />SINGLE #5 CORNER <br />BAR, 30x30 TURNED UP <br />OR TURNED DOWN INTO STEEL REINF. OF <br />OR <br />CELL BOND. BEAM <br />SU13DIV. ae LOT: <br />ABBOTT PARK <br />LOT #26 <br />BLK. #7 <br />PROJECT* <br />04181.000-26071 <br />MODEM <br />4EBB <br />"1828—CALI" <br />GARAGE OWING: <br />LEFT <br />PAGE: <br />DETAILS <br />L160 JLPH E C <br />PROVIDE #5 BAR <br />AT EACH SIDE <br />BOND. BEAM OF OF ELEVATION <br />CHANGE <br />I <br />L <br />CHANGEIN <br />WjW.W <br />ELEVATION OF BOND BEAM <br />NO <br />/14 22 <br />scALE: 1/4"=1'-0" <br />SHEET <br />s2.1A <br />