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#5 CORNER BAR W/ 30' LAP FOR EACH <br />#5 CORN OF BOND BEAM <br />VERTICAL REBAR W/ 10' HOOK <br />30"TYPICAL <br />BAR IN BOND BEAM <br />REINFORCING OF BOND BEAM <br />3/4"=1'-0' <br />NOTES TO THE INSPECTOR/CONTRACTOR TYRff9ly' <br />1. PLACE LINTEL ACROSS TOP OF OPENING. BOND BEAM to 15 <br />2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL. <br />E MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING�c <br />\•\\���� PLACE STEEL 3. HEIGHT <br />�0 REINFORCING (L2) 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1) 05 BAR CONTINUOUS AROUND <br />AS DEPICTED HEREIN. STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST 1#6 <br />VE TWO COURSES ARE BOND BEAMS WITH A#5 BAR IN EACH COURSE. TYR &)del jp <br />S. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LNTEL THE BOTTOM BOND BEAM r' <br />COURSE OF BOND BEAM IS OMITTED AND A LINTEL IS PLACED. THE STEEL <br />THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE <br />/ TOP OF ICING FOUNTR <br />6, UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16' DEEP. <br />P05' F�G� 806 DBL BOND TOP OF <br />/ •\�•�' eQEiF' BEAM W/(1)#5 BAR BOND BEAM <br />#\O EACH COURSE <br />G 8x8 BOND BEAM EBOND <br />• �OQC.�\� W/(1)#5 BAR <br />F =FILLED W/ GROUT\AO U =UNFILLED GROUT SOLID FROMTOPNOMINAL LINTEL TO TOP OF BONDOF OPENING <br />IDTH #OF #5'S, IN 2NO BOND BEAM#5 <br />-rc//// /—BEAM COURSE SEE NOTE 5 <br />1T/11Y1/ TE <br />�16-ETE <br />LIMEL W/(S #S BARR_)NOMINAL LENGTH OFBAR =WIDTH OFMASONRY <br />HEIGHT # OF #VS, TOP0 OPENING - 2'CORNER BOND BEAM COURSE QR BEAM DESIGNATION <br />IT IS THIS ENGINEER'S INTENT #OF#5'S, BOTTOM 8x8 PRE -CAST CONCRETE ALE: 3X'=1'-0' <br />THAT XFXX - 1THM/OB INDICATES A DOUBLE BOND BEAM PLACED IN LINTEL LINTEL, W/O STEEL (0) REFERSCALE: <br />AND XFXX - 1T/OM/OB INDICATES A SINGLE BOND BEAM TO PLAN FOR LOCATIONS <br />OF OPENING <br />PRECAST HEADER(MIN) <br />SINGLE BOND BEAM <br />2x4 (MIN 2 X 3)1-3H6 <br />AT HIGHER ELEVATION <br />SHATAPCON OR DRIVE PIN (MIN <br />MIN <br />WINDOW <br />S ZEN300 MEN EMBEDM.145 <br />ENT 1 <br />SINGLE BOND BEAM <br />1/4") B" 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 />.a 3 14, <br />PRE -CAST - -4 <br />C <br />2x8 (MIN 2 X 3) 2-3/18 TAPCON <br />OR DRIVE PIN (MIN SHANK <br />WINDOW <br />SILL g <br />o SLOPE <br />SZE.145 MIN HEAD SIZE.300 <br />MIN EMBEDMENT 1 1/4") $' <br />FROM EACH END AND 16' <br />N 1.1/4" <br />EMBEDMENT <br />T <br />2x8 (MIN 2 X 3) 23/16 <br />VE PIN <br />OPEN FACE SHELL SO <br />SHPANK SIZE. 11 51 MIN HEADN <br />AS TO ALLOW BE <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 />/7/16'OSB <br />UPPER AND LOWER <br />#5 MIN. REQUIRED IN <br />1B" O.C. MAX. MIN 1-114' MIN. 2-12tl PER BLK. EA ENO <br />BOND BEAM <br />EACH CELL HOOKED IN <br />EMBEDMENT <br />TOP BOND BEAM WI <br />SHEATHING <br />STANDARD ACI HOOK <br />TYPICAL MASONRY WINDOW <br />CMUWALL <br />SILK- CONSTRUCTION <br />CORNER BARS <br />ARCHWAY FRAMING DETAIL <br />AT CORNER STEP <br />SCALE:34"=1'-0 <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 />I <br />I I <br />> I <br />— <br />SINGLE #6 CORNER I <br />BAR, 30x30 TURNED UP <br />OR TURNED DOWN INTO STEEL REINF. OF <br />FILLED CELL BOND. BEAM <br />IF <br />8x8 CMU PIER <br />PROVIDE #5 BAR <br />W/ SINGLE OR DOUBLE REINF. SARIS), <br />AT EACH SIDE <br />SEE PLAN. <br />I I / <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: 3l4"=1'-0" <br />%SINGLE LINTEL, MULTIPLE OPENINGS <br />v <br />SCALE; 3M"=1'-0' <br />1441 N. RONALD REAGAN 81 <br />LONGW00D, FL 32750 <br />PH: 407-774-6078 <br />FAX: 407-7744078 <br />www.abdesigngroup.com <br />AA #: 0003326 <br />Y <br />0 <br />O <br />a <br />BUDDIV. at IAT: <br />SILVERADO <br />LOT #56 <br />BLK #6 <br />PROJECTp <br />04128.002-56061 <br />MODE=s <br />4ENB <br />"1751- NEUVILLE" <br />GARAGE SKIING: <br />LEFT <br />PACE: <br />DETAILS <br />50 MPH EXP. <br />DA IM 01/17/19 <br />scAlc: 1/4"=V-0" <br />#HEFT <br />S�.1A <br />