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NOTES TO THE INSPECTOR/CONTRACTOR TYP.89c6` <br />1. PLACE LINTEL ACROSS TOP OF OPENING. BOND BEAM TO 1#5 <br />2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL. <br />MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING 8 �t <br />#5 CORNER BAR W/ Nr LAP FOR EACH <br />COURSE OF BOND BEAM <br />VERTICAL REBAR W/ 1 D" HOOK <br />vC PLACE STEEL HE GATE <br />OF REINFORCING (1-2) 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1)#5 BAR CONTINUOUS AROUND <br />NG 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. S"06" <br />5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM BOND BEAM <br />COURSE OF BOND BEAM IS OMITTED AND A LINTEL IS PLACED. THE STEEL 9-1#5 <br />REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE <br />TOP OF THE LINTEL, a. , <br />A YN. 6. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 18` DEEP. <br />/ / P05 FCG��O 8X16 DBL. BOND TOP OF <br />/ �\0,�.'L $ Q�E BEAM W/ (1) #5 BAR BOND BEAM <br />EACH COURSE <br />• <br />G 8x8 BOND BEAM TOP OF <br />30" TYPICAL <br />.�. BOND BEAM <br />F = FILLED W/ GROUT <br />• ����V<J W/(1)#5 BARJ-N <br />I .(a0 U = UNFILLED GROUT SOLID FRTOP <br />#5 BAR IN BOND BEAM <br />CVO NOMINAL LINTEL TO TOP OOF OPENING <br />WIDTH # OF #5'S, IN 2ND BOND BEAM, IF FILLED <br />COURSE SEE NOTE 5\� <br />�'/ /�BEpAM <br />6-1 T/1 <br />8xS PRECAST CNOMINAL� <br />1 V I/ p LINTEL W/ (1)#5 <br />CORNER <br />HEIGHT # OF #5'S, TOP LENGTH OF BAR OFMASONRY <br />ITSTHISENGNEER'SINTENT BOND BEAM COURSE O ENING-2"n BEAM DESIGNATION <br />REINFORCING OF BOND BEAM <br />THAT XFXX- 1T/1M/O8INDICATES A DOUBLE BOND BEAM # OF #5'S, BOTTOM 6X8 PRECAST CSCALE: 3l4`=,-0` <br />AND XFM- 1T/OMPoB INDICATES A SINGLE BOND BEAM PLACED IN LINTEL LINTEL, W/O STEFERIT IS THIS ENGINEERS INTENT TO PLAN FOR LO, <br />AND XUXX-1T/1MPo8INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED <br />LINTEL OF OPENING <br />AND XUXX-1TIOWOB INDICATES A SINGLE BOND BEAM ABOVE UNFILLED LINTEL <br />PRECAST HEADER(MIN) <br />SINGLE BOND BEAM <br />AT HIGHER ELEVATION <br />2x4 (MIN 2 X 3)1-3/16 <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 />11418" 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 />2x6 (MIN 2 X 3) 2-3116 TAPCON <br />PRECAST 'a 1w" <br />OR DRIVE PIN (MIN SHANK <br />WINDOW <br />SIZE.145 MIN HEAD SIZE .300 <br />SILL <br />MIN EMBEDMENT 1 IM-) 8" <br />- SLOPE <br />FROM EACH END AND 19' <br />N 1-1/4" <br />EMBEDMENT <br />4 <br />2x8 (MIN 2 X 3) 2-3116 <br />TAPCON OR DRIVE PIN (MIN <br />OPEN FACE SHELL SO <br />SHANK SIZE.145 MIN HEAD <br />AS TO ALLOW SENT <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 />/7116"OSS <br />UPPER AND LOWER #5 MIN. REQUIRED IN <br />BOND BEAM EACH CELL HOOKED IN <br />18` O.C. MAX. MIN 1-114" <br />EMBEDMENT MIN. 2-12d PER BLK. EA. END <br />VCMUWALL <br />TOP BOND BEAM W/ <br />STANDARD ACI HOOK <br />TYPICAL MASONRY WINDOW <br />SHEATHING <br />CORNER BARS <br />3 AT CORNER STEP <br />SCALE: 314'=1'-0" <br />SILL CONSTRUCTION <br />4 <br />ARCHWAY FRAMING DETAIL <br />PROVIDE 3' DIA. HOLE IN <br />LINTEL SO THAT VERT. <br />REINF. BAR CONTINUES <br />THROUGH LINTEL. <br />� I <br />>, I <br />I <br />SINGLE #5 CORNER <br />9lA CEO I <br />BAR, 3040 TURNED UP <br />OR TURNED DOWN INTO STEEL REINF. OF <br />FILLED CELL BOND. BEAM <br />II <br />I� <br />I I <br />8x8 CMU PIER <br />I( / W/ SINGLE OR DOUBLE REINF. SARIS), <br />SEE PLAN. <br />ENSURE THAT PIER GROUTS BENEATH <br />LINTEL. <br />PROVIDE #5 BAR <br />AT EACH SIDE <br />STEEL REINF. OF OF ELEVATION <br />BOND. BEAM CHANGE <br />CHANGE IN <br />ELEVATION OF BOND BEAM <br />7 SCALE: 3/4"=1'-0" <br />SINGLE LINTEL, MULTIPLE OPENINGS <br />� SCALE: 314"=1'-0" <br />1441 N. RONALD REAGAN BLVD. <br />ORLANDO, FL 32750 <br />PH: 407-774-6078 <br />FAX: 407-774-4078 <br />www.abdeslgrgrouP.can <br />L AA #: 0003325 <br />III DRAFTING BY: <br />A.B. DESIGN GROUP <br />DRAFTING INC. <br />5439 BEAUMONT CENTER BLVD. <br />SURE 1004 <br />TAMPA, FLORIDA 33634 <br />PH: 813888-2628 <br />FAX: 813886-2802 <br />SVHDIV. 40 LOT: <br />SILVERADO <br />LOT #22 <br />BLK #13 <br />PROJECTfp <br />03719,000-22 <br />'"2z7 <br />795-B <br />GARAGE 8WING: <br />LEFT <br />PAGE: <br />DETAILS <br />%15"PH <br />