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NOTES TO THE INSPECTOR/CONTRACTOR TYR 8"x8" <br />1. PLACE LINTEL ACROSS TOP OF OPENING. BOND BEAM <br />2. IF BOTTOM STEEL IS REQUIRED PL <br />PLACE STEEL HEIGHT. ACE #5 BAR IN LINTEL. <br />3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING <br />pPREINFORCING (1-2) 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND r <br />�NotO / AS DEPICTED HEREIN. STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST 1#6 <br />TWO COURSES ARE BOND BEAMS WITH A#5 BAR IN EACH COURSE. TYR 8'k16" b <br />p� 5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM BOND BEAM <br />#5 CORNER BAR W/ 30" LAP FOR EACH / COURSE OF BOND BEAM IS OMITTED AND A LINTEL IS PLACED. THE STEEL 1a15 <br />COURSE OF BOND BEAM / REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE <br />TOP OF THE LINTEL. <br />a �� 6. UNO COMPOSITE MASONRY BEAM 15 TO BE NOT LESS THAN 16" DEEP. 1441 N. RONALD REAGAN BLVD. <br />VERTICAL REBAR W/ 10" HOOK p0�� ez16 DBL. BOND TOP OF LONGWOOD, FL 32760 <br />pPE PH: 407-774-6078 <br />BEAM W/ (1) #5 BAR BOND BEAM FAX. 407 774-0078 <br />EACH COURSE <br />• / VA W.abdeslgngroup.com <br />8x8 BOND BEAM TOP OF <br />AA S: 0003325 <br />• Etas W/(1)#5 BAR •i: BOND BEAM <br />OQ F FILLED W/ GROUT <br />30" TYPICAL <br />'(�OQ U = UNFILLED <br />GROUT SOLID FROM <br />TOP <br />NOMINAL <br />LINTEL TO TOP OF BOND <br />OF OPENING <br />WIDTH <br /># OF #5'S, IN 2ND BOND BEAM, IF FILLED LINTEL. <br />#5 BAR IN BOND BEAM <br />BEAM COURSE <br />SEE NOTE 5 <br />/(// <br />16-1 T/1 <br />/— <br />Sx8 PRE -CAST CONCRETE <br />1 V <br />NOMINAL—� <br />0 <br />1/ <br />LINTEL OF BAR <br />BAR WIDTH <br />LENGTH OF BAR =WIDTH OF <br />MASONRY <br />HEIGHT # OF #5'S, TOP <br />OPENING -2" <br />BEAM DESIGNATION <br />CORNER <br />IT IS THIS ENGINEER'S INTENT BOND BEAM COURSE <br />OR <br />r� <br />REINFORCING <br />THAT XFXX- IT/ iM/OB INDICATES A DOUBLE BOND BEAM <br />#OF#S'S, BOTTOM <br />8x8 PRE -CAST CONCRETE <br />L SCALE: 3/4"=1'-O" <br />OF BOND BEAM <br />1 <br />AND XFXX-1T/OMIOB INDICATES ASINGLE BONDBEAM <br />PLACED IN LINTEL <br />LINTEL, W/O STEEL(L1) REFER <br />SCALE: 374"=1'-0' <br />IT IS THIS ENGINEER'S INTENT <br />TO PLAN FOR LOCATIONS <br />TOP <br />AND XUXX -1T/1 M/DB INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED <br />LINTEL <br />OF OPENING <br />AND XUXX- IT/OM/OB INDICATES A SINGLE BOND BEAM ABOVE UNFILLED LINTEL <br />PRECAST HEADER(MIN) <br />2z4 (MIN 2 X 3)1-3/16 <br />TAPCON OR DRIVE PIN (MIN <br />SHANK SIZE.145 MIN HEAD <br />WINDOW <br />—IV <br />SIZE .300 MIN EMBEDMENT 1 <br />114") 8" FROM EACH END AND <br />18" O.C. MAX. MIN 1-1/4" <br />- <br />EMBEDMENT <br />W <br />dd <br />Q <br />I� <br />Q <br />6 <br />� <br />C <br />— <br />PRE -CAST .3 1M" 2x6 (MIN 2 X 3) 2-3/16 TAPCON <br />a OR DRIVE PIN (MIN SHANK <br />WINDOW SIZE.145 MIN HEAD SIZE .300 <br />SILL MIN EMBEDMENT 1 1/4")6' <br />SLOPE FROM EACH END AND 16' <br />O.C. MAX. MIN 1-1/4" <br />EMBEDMENT <br />ta <br />2X8 (MIN 2X 3)2-3116 W <br />TAPCON OR DRIVE PIN (MIN t� <br />SHANK SIZE.145 MIN HEAD <br />SIZE .300 MIN EMBEDMENT 1 2X4 SOLID BLOCKING O <br />1/4") IT'FROM EACH END AND SECURE TO SHEATHING W/ <br />18" O.C. MAX. MIN 1-114' MIN. 2-12d PER BILK. EA. END <br />EMBEDMENT <br />7116" <br />TYPICAL MASONRY WINDOW WSHEATHING <br />AL <br />CMUWALL W <br />n SILL CONSTRUCTION ARCHWAY FRAMING DETAILS <br />5 <br />r <br />SINGLE #5 CORNER <br />BAR, 3Ox30 TURNED UP <br />OR TURNED DOWN INTO STEEL REINF. OF <br />FILLED CELL BOND. BEAM <br />11PROJICCT# <br />MO. Ae LoTBBOTT PARK <br />LOT #11 <br />BLK. #9 <br />04181.000-11091 <br />MODE14 <br />4EBB <br />"1828-CALI" <br />GARAGE 81IING: <br />LEFT <br />PAGE: <br />DETAILS <br />16 MPH YV. C <br />PROVIDE #5 BAR <br />STEEL REINF. OF AT EACH SIDE <br />BOND. BEAM OF ELEVATION <br />CHANGE <br />CHANGE IN <br />ELEVATION OF BOND BEAM <br />SCALE: 3/4"=1'-0" <br />DATE* 6/14/21 <br />SCAM: 1/4"=1'-0" <br />almmT <br />s2.1A <br />