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IF <br />NOTES TO THE INSPECTOR/CONTRACTOR TYP. 9"x8" m 11Ki <br />1. PLACE LINTEL ACROSS TOP OF OPENING. <br />BOND BEAM <br />2. IF BOTTOM STEEL IS REQUIRED PLACE 05 BAR IN LINTEL. <br />\' 3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARINGLA * <br />IGHT <br />REINFORCING (L2) 4ETHE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND <br />AS DEPICTED HEREIN. <br />STRUCTURE. A DOUBLE BOND BEAM MAYBE SPECIFIED SO THAT THEN THE LAST TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE. TYR 8"x16" <br />CORNER BAR W/ 30" LAP FOR EACH <br />COURSE OF BOND BEAM IS OMITTED AND A LINTEL IS PLACED. THE STEELJU1#5 <br />ID5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM BONDBEAM#5 <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. e„ , <br />/ 6. LINO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEEP. *=�c <br />VERTICAL REBAR W/ 10" HOOK <br />9 �,\ ��� <br />;S - FG 8x16 DBL. BOND TOP OF <br />BEAM W/(1)#5 BAR BOND BEAM <br />EACH COURSE <br />•\O�� <br />G 8x8 BOND BEAM TOP OF <br />• <br />OQ�GN\� W/ (1) #5 BAR .` BOND BEAM <br />30" TYPICAL <br />� F FILLED W/ GROUT <br />I .��.0 U = UNFILLED GROUT SOLID FROM TOP <br />NOMINAL LINTEL TO TOP OF BOND OF OPENING <br />WIDTH # OF WS, IN 2ND BOND BEAM, IF FILLED LINTEL. <br />#5 BAR IN BOND BEAM <br />BEAM COURSE SEE NOTE 5 <br />�/c <br />A 16-1 T/1 B 8x8 PRE -CAST CONCRETE <br />PO!�FNOMINAL—�� LENGTH OFIBARB WIDTH OF MASONRY <br />CORNER <br />0 OPENING <br />Q HEIGHT #OF#5'S,TOP BEAM DESIGNATION <br />IT IS THIS ENGINEER'S INTENT BOND BEAM COURSE OR n <br />THAT XFXX-1T/lWOB INDICATES ADOUBLE BONDBEAM #OF WS, BOTTOM Bx8 PRE -CAST CONCRETE L SCALE:34"=1'-tl' <br />REINFORCING OF BOND BEAM <br />1 <br />AND XFXX- ITOMOB INDICATES A SINGLE BOND BEAM PLACED IN LINTEL LINTEL, W/O STEEL REFER <br />SCALE: 3/4"=1'-tl, <br />IT IS THIS ENGINEER'S INTENT TO PLAN FOR LOCATIONS TOP <br />AND XUXX -1T/l MOB INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED oo <br />LINTEL OF OPENING <br />AND XUXX-1TOM)OB INDICATES A SINGLE BOND BEAM ABOVE UNFILLED LINTEL <br />PRECAST HEADER(MIN) <br />2x4 (MIN 2 X 3)1J/16 <br />SINGLE BOND BEAM <br />TAPCON OR DRIVE PIN (MIN <br />AT HIGHER ELEVATION <br />SHANK SIZE.145 MIN HEAD <br />WINDOW <br />SIZE .300 MIN EMBEDMENT 1 <br />SINGLE BOND BEAM <br />1/4") 8" FROM EACH END AND <br />AT LOWER ELEVATION <br />18' O.C. MAX. MIN 1-114' <br />EMBEDMENT <br />#5 BAR BENT <br />AS SHOWN <br />PRE -CAST tki <br />2x6 (MIN 2 X 3) 2-3116 TAPCON <br />OR DRIVE PIN (MIN SHANK <br />WINDOW <br />SILL g <br />SLOPE <br />SIZE.145 MIN HEAD SIZE .300 <br />MIN EMBEDMENT 1 I/1V' <br />FROM EACH END AND 18" <br />7 <br />O.C. MAX. MIN 1-1/4' <br />0+ 2� <br />M <br />EMBEDMENT <br />0 <br />_ <br />Zx8 (MIN 2X3)23/16 <br />TAPCON OR DRIVE PIN (MIN <br />OPEN FACE SHELL SO <br />SHANK SIZE.145 MIN HEAD <br />AS TO ALLOW BENT <br />SIZE .300 MIN EMBEDMENT 1 2X4 SOLID BLOCKING <br />BAR TO BE PLACED IN <br />1/4" 8" FROM EACH END AND SECURE TO SHEATHING W/ <br />UPPER AND LOWER <br />#5 MIN. REQUIRED IN <br />1/4 O.C. MAX. MIN 1-EN <br />MIN. 2-12d PER BLK. EA. END <br />VCMUWALL <br />BOND BEAM <br />EACH CELL HOOKED IN <br />EMBEDMENT <br />TOP BOND BEAM W/ <br />7/16' OSB SHEATHING <br />STANDARD ACI HOOK <br />TYPICAL MASONRY WINDOW <br />SILL CONSTRUCTION <br />CORNER BARS <br />4 <br />ARCHWAY FRAMING DETAIL <br />AT CORNER STEP <br />scALE:1 1rz"=r=a' <br />S SCALE 34"=1'-0" <br />v <br />PROVIDE 3' DIA. HOLE IN <br />LINTEL SO THAT VERT. <br />REINF. BAR CONTINUES <br />THROUGH LINTEL. <br />� I <br />a <br />SINGLES CORNER <br />p" <br />BAR, 30x30 TURNED UP <br />OR TURNED DOWN INTO STEEL REINF. OF <br />FILLED CELL BOND. BEAM <br />��F JJII <br />0 <br />II I II / <br />Bx8 CMU PIER <br />MAR <br />W/ SINGLE OR DOUBLE REINF. BAR(S), <br />FIR OVIDE #5 BAR <br />AT EACH SIDE <br />1R <br />SEE PLAN. <br />I I / <br />STEEL REINF. OF OF ELEVATION <br />ENSURE THAT PIER GROUTS BENEATH <br />BOND. BEAM CHANGE <br />11 ,, LINTEL. <br />CHANGE IN <br />//IfUly <br />ELEVATION OF BOND BEAM <br />7 <br />SCALE: 3/4"=1'-0" <br />�� SINGLE LINTEL, MULTIPLE OPENINGS <br />V SCALE: 3/4"=1'-0" <br />A R C N I T R C T E <br />gou <br />.41 N. RONALD REAGAN BO <br />LONGWOOD, FL32750 <br />PH: 407-774.6078 <br />FAX 407-774.4078 <br />wwwabdesigngroup.com <br />AA #: 0003326 <br />i4p <br />G <br />1 <br />SUDDIV. & LQT: <br />SILVERADO <br />LOT #3 <br />BLK. #15 <br />03719.001PROJECT*-03151 <br />MODEL.• <br />"2558-HAWTHORNE" <br />GARAGE evnNG: <br />RIGHT <br />PAGE: <br />DETAILS <br />150 MPH KXP. B <br />