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NOTES TO THE INSPECTOR/CONTRACTOR TYp V'W' 9- #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 />PLACE STEEL 3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARINGHEIGHT <br />NO REINFORCING (1_2) 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND <br />AS DEPICTED HEREIN. <br />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. TYR 8'k18' <br />�O <br />#5 CORNER BAR W/ 30" LAP FOR EACH <br />5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM BOND BEAM <br />O` COURSE OF BOND BEAM IS OMITTED AND A LINTEL IS PLACED. THE STEEL <br />COURSE OF BOND BEAM <br />/ REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE 1#5 <br />TOP OF THE LINTEL <br />/ A 8, LINO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16' DEEP. �F---fi <br />VERTICAL REBAR W/ 10" HOOK <br />tlell <br />a <br />p5- ��R 808 DBL. BOND TOP OF <br />0QELF' BEAM W/(1)#5 BAR BOND BEAM <br />a EACH COURSE <br />•\O�\ <br />G 8X8 BOND BEAM OP Of <br />• W/(1)#5 BAR .y BOND BEAM <br />30" TYPICAL <br />�GQEa\� <br />WDf GROUT GROUT SOLID FROM TOP <br />I .\\AG U = UNFILLED <br />.p1\� NOMINAL LINTEL TO TOP OF BOND OF OPENING <br /># OF #5'S, IN 2ND BOND <br />WIDTH BEAM, IF FILLED LINTEL. <br />% <br />BEAM COURSE <br />#b BAR IN BOND BEAM <br />SEE NOTE 5 <br />�/c <br />16T/18x8 PRE -CAST CONCRETE <br />NOMINAL—�'� LENGTH OFIBAR B WIDTH OF MASONRY <br />Q HEIGHT #OF#6'S,TOP <br />0 OPENING <br />'' <br />CORNER <br />IT IS THIS ENGINEERS INTENT BOND BEAM COURSE OR BEAM DESIGNATION <br />2 <br />THAT XFXX- 1 TH MIDS INDICATES A DOUBLE BOND BEAM #OF#5'S, BOTTOM 8x8 PRE -CAST CONCRETE SCALE: 3/4"=1'-0" <br />REINFORCING OF BOND BEAM <br />ANDXFXX-1TJ0M= INOICATESA SINGLE BOND BEAM PLACED IN LINTEL LINTEL, W/O STEEL(0) REFER <br />SCALE'. 3!4"=1'•0" <br />IT IS THIS ENGINEER'S INTENT TO PLAN FOR LOCATIONS <br />AND XUXX - 1THM)DB INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED Tom' <br />LINTEL OF OPENING <br />AND XUXX -1 TAMAB INDICATES A SINGLE BOND BEAM ABOVE UNFILLED LINTEL <br />PRECAST HEADER(MIN) <br />SINGLE BOND BEAM <br />2x4 (MIN 2 X <br />AT HIGHER ELEVATION <br />TAPCON OR DRIVE PIN (MIN <br />RIVE I <br />WINDOW <br />A.SIZE <br />SHANK SIZE.145 MIN HEAD <br />SINGLE BOND BEAM <br />.300 MIN EMBEDMENT 1 <br />AT LOWER ELEVATION <br />114") 8" FROM EACH END AND <br />1S, O.C. MAX. MIN 1-114' <br />#5 BAR BENT <br />ASSHOWN <br />PRE -CAST ��a 1�. <br />EMBEDMENT <br />2x6 (MIN 2 X 3) 2-3116 TAPCON <br />WINDOW <br />OR DRIVE PIN (MIN SHANK <br />SILL <br />SIZE.145 MIN HEAD SIZE .300 <br />= SLOPE <br />MIN EMBEDMENT 1 1/4") 8' <br />70x �^ <br />FROM EACH END AND 18" <br />`% <br />O.C. MAX. MIN 1-14' <br />EMBEDMENT <br />2x8 (MIN 2 X 3) 2-3/16 <br />OPEN FACE SHELL SO <br />TAPCON OR DRIVE PIN (MIN <br />AS TO ALLOW BENT <br />SHANK SIZE.145 MIN HEAD <br />BAR TO BE PLACED IN <br />SIZE .300 MIN EMBEDMENT, 2X4 SOLID BLOCKING <br />UPPER AND LOWER <br />#5 MIN. REQUIRED IN <br />1/4") B" FROM EACH END AND SECURE TO SHEATHING W/ <br />/7/19'OSB <br />BOND BEAM EACH CELL HOOKED IN <br />18' O.C. MAX. MIN 1-1l4" MIN. 2-12d PER BLK. EA. END <br />VCMUWAUL <br />TOP BOND BEAM W! <br />EMBEDMENT <br />STANDARD ACI HOOK <br />TYPICAL MASONRY WINDOW <br />SHEATHING <br />SILL CONSTRUCTION <br />CORNER BARS <br />AT CORNER STEP <br />ARCHWAY FRAMING DETAIL <br />C <br />PROVIDE 3" DIA. HOLE IN <br />LINTEL 80 THAT VERT. <br />REINF. BAR CONTINUES <br />THROUGH LINTEL. <br />I I <br />- <br />SINGLE #5 CORNER <br />BAR, 30x30 TURNED UP <br />9NN4. <br />��OII ( I <br />OR TURNED DOWN INTO STEEL REINF. OF <br />��Q <br />/ <br />FILLED CELL BOND. BEAM <br />a <br />II i II <br />II I� <br />AP <br />8x8 CMU PIER <br />PROVIDE AS BAR <br />W/ SINGLE OR DOUBLE REINF. BAR(S), <br />AT EACH SIDE <br />SEE PLAN. <br />/ <br />STEEL REINF. OF OF ELEVATION <br />ENSURE THAT PIER GROUTS BENEATH <br />BOND. BEAM CHANGE <br />LINTEL. <br />CHANGE IN <br />ELEVATION OF BOND BEAM <br />6 SINGLE LINTEL, MULTIPLE OPENINGS <br />SCALE: 3/4"=1'-0" <br />1441 N. RONALD REAGAN EllLONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX: 407-7744078 <br />www.a bdes igngroup.Dom <br />AA #: 0003326 <br />L <br />CD <br />� <br />r <br />Im <br />tnwrv. JakeLOT: <br />BBOTT PARKLOT #30BLK. #12 <br />uoi T4181.00 -3012o3EAB <br />"1504-ALLEX" <br />ARAOX OWING: <br />RIGHT <br />PAd31k <br />DETAILS <br />160 MPH EXP. C <br />