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NOTES TO THE INSPECTOR/CONTRACTOR TYP. B'k6' 1#5 <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 BEARING <br />�\, <br />NO REINFORCING (L2) 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND <br />AS DEPICTED HEREIN. STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST 1#5 <br />\,\•� TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE. TYP. 8'k16' jp <br />5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM BOND BEAM <br />#5 CORNER BAR W/ 3D' LAP FOR EACH <br />OJT 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' <br />/ <br />TOP OF THE LINTEL. <br />/ A \�—'6O� 6. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16' DEEP. <br />VERTICAL REBAR W/ 10" HOOK <br />8xl6 DEL <br />/ � 6 OND TOP OF <br />,\Y\•�' 0 BEAM W/(1)#5 BAR BOND BEAM <br />EACH COURSE <br />•\O <br />\p1G Bx8 BOND BEAM TOP OF <br />• <br />..�. BOND BEAM30" <br />CP`G� W/(1)#5 BARIREFER, <br />TYPICAL <br />�C <br />F =FILLED W/GROUT-\AC U = UNFILLED GROUT SOLID FRTOPNOMINAL LINTEL TO TOP OOFOPENING <br />WIDTH # OF #5'S, IN 2NO BONBEAM, IF FILLED BEAM COURSE#5 <br />BAR IN BOND BEAM <br />SEE NOTE 5 <br />A �,\c\_`�� 16-1 T/1 M/ B 8x8 PRE -CAST Cp0 <br />F� NOMINAL—�� LINTEL WI (1) #S <br />LENGTH OF BARF MASONRY <br />CORNER <br />V91 HEIGHT #OF#5'S,TOP <br />e OPE"'NG-rBEAM DESIGNATION <br />OR <br />IT IS THIS ENGINEER'S INTENT BOND BEAM COURSEREINFORCING <br />OF BEAM <br />THAT XFXX-1T11 M/OB INDICATES A DOUBLE BOND BEAM #OF#5'S, BOTTOM 8x8 PRE -CAST C <br />BOND <br />ANDXFXX.1T/OM/OBINDICATES A SINGLE BOND BEAM PLACED IN LINTEL LINTEL, W/O STEERSCALE: <br />3/4"=1'-0" <br />IT IS THIS ENGINEER'S INTENT TO PLAN FOR LO <br />AND XUXX - 1T/1 M/OB INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED TOP <br />LINTEL OF OPENING <br />AND XUXX - 1T/OM/OB INDICATES A SINGLE BOND BEAM ABOVE UNFILLED LINTEL <br />PRECAST HEADER(MIN) <br />SINGLE BOND BEAM <br />20 (MIN 2 X 3)1.3/16 <br />AT HIGHER ELEVATION <br />TAPCON OR DRIVE PIN (MIN <br />SHANK SIZE.145 MIN HEAD <br />WINDOW <br />SIZE.300 MIN EMBEDMENT 1 <br />SINGLE BOND BEAM <br />114") 8" FROM EACH END AND <br />AT LOWER ELEVATION <br />18" O.C. MAX. MIN 1-1/4" <br />EMBEDMENT <br />#5 BAR BENT <br />AS SHOWN <br />2x6(MIN 2 X 3) 2-3116 TAPCON <br />PRE -CAST <br />OR DRIVE PIN(MIN SHANK <br />WINDOW <br />SIZE, 145 MIN HEAD SIZE.30) <br />SILL <br />MIN EMBEDMENT 1 114") 6' <br />LOPE <br />ff <br />FROM EACH END AND 18" <br />O.C. MAX. MIN 1-1/4" <br />Q <br />EMBEDMENT <br />4 <br />TAPCOIN OR DRIVEIPIN (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 #5 MIN. REQUIRED IN <br />18" O.C. MAX. MIN 1-114" MIN, 2-12d PER BLK. EA. END <br />BOND BEAM <br />EACH CELL HOOKED IN <br />EMBEDMENT <br />TOP BOND BEAM W/ <br />7/16' OSS SHEATHING <br />STANDARD ACI HOOK <br />TYPICAL MASONRY WINDOW <br />CMU WALL <br />SILL CONSTRUCTION <br />CORNER BARS <br />ARCHWAY FRAMING DETAIL <br />AT CORNER STEPSCALE:11-=1'-0 <br />C <br />J SCALE: <br />3 <br />SCALE' 3/4"=1'-0 <br />PROVIDE 3" DIA. HOLE IN <br />LINTEL SO THAT VERT. <br />REINF. BAR CONTINUES <br />THROUGH LINTEL. <br />ISINGLE <br />#5 CORNER <br />A <br />BAR, 3Ox30 TURNED UP <br />9 <br />OR TURNED DOWN INTO STEEL REINF. OF <br />F (I / <br />FILLED CELL BOND. BEAM <br />9 <br />II I II / <br />8x8 CMU PIER <br />PROVIDE #5 BAR <br />W/ SINGLE OR DOUBLE REINF. SARIS), <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 />7 <br />SCALE: 3/4"=1'-0 <br />c SINGLE LINTEL, MULTIPLE OPENINGS <br />A R C N I T N C T V <br />6 <br />GrouP2M <br />i41 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-7746078 <br />FAX: 407-7744078 <br />WwW.abdllgngroup.com <br />AA #: 0003325 <br />III DRAFTING BY: <br />A.B. DESIGN GROUP <br />DRAFTING INC. <br />5439 BEAUMONT CENTER BLVD. <br />SUITE 1004 <br />TAMPA, FLORIDA 33634 <br />PH: 813-8862628 <br />FAX: 813-SM2902 <br />9i7111DIV. do LOT: <br />SILVERADO <br />LOT #7 <br />BLK #16 <br />PROJECT# <br />03719.001-07161 <br />MODEL• <br />2795—D <br />GAP.AGIC SWiMG: <br />RIGHT <br />PAGE: <br />DETAILS <br />150 MPH EXP. B <br />