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#5 CORNER BAR W/ 30" LAP FOR EACH <br />COURSE OF BOND BEAM <br />VERTICAL REBAR W/ 10" HOOK <br />30" TYPICAL <br />#5 BAR IN BOND BEAM <br />CORNER <br />REINFORCING OF BOND BEAM <br />1 SCALE: 3/4"=1'-lY' <br />NOTES TO THE INSPECTOR/CONTRACTOR TYP.6X6' <br />1. PLACE LINTEL ACROSS TOP OF OPENING. BOND BEAM , <br />2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL. <br />(�G\' 3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING <br />PLACE �OF\� REINFORTCING L2 EEL HEIGHT. <br />( ) 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND <br />aG� AS DEPICTED HEREIN, STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST 1#`' <br />TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE. TYR Sk,6" ip <br />ELP\� 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 <br />REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE <br />TOP OF THE LINTEL. o„ , <br />A \�. 6. LINO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16' DEEP. <br />/ / Pg5 F ��O 8x16 DBL. BOND TOP F oo <br />BEAM W/(1)45 SAR BOND BEAM <br />EACH COURSE <br />•\�\G 8x8 BOND SEAM TOP O <br />F W/(1)#5 BAR .ti. BOND BEAM <br />F =FILLED WI GROUT <br />.�\AO U =UNFILLED GROUT SOLID FROM TOP <br />.p1\� NOMINAL LINTEL TO TOP OF BOND OF OPENING <br />WIDTH # OF #5'S, IN E BOND BEAM, IF FILLED LINTEL. <br />—B{E�AM COURSE SEE NOTE 5 <br />g�\C\ O 16-1 T/1 LJ LBxB PRE -CAST CONCRETE <br />�/c <br />e MASONRY <br />HE GIHT FO# #5'S, TOP LENGTH OF BAR - WIDTH OF <br />a OPENING-Z' <br />IT IS THIS ENGINEER'S INTENT BOND BEAM COURSE OR 2 BEAM DESIGNATION <br />THAT XFXX-iTMM OB INDiCATE8ADOUBLE BOND BEAM #OF #6'S, BOTTOM 8x8 PRE -CAST CONCRETE SCALE:34"=1'(Y' <br />AND XFXX-,7pL#OB INDICATES A SINGLE BOND BEAM PLACED IN LINTEL LINTEL W/O STEEL(L,) REFER <br />IT IS THIS ENGINEERS INTENT TO PLAN FOR LOCATIONS <br />AND XUXX -1T/1 MOO INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED TOP <br />LINTEL OF OPENING <br />AND XUXX-1TA7MAB INDICATES A SINGLE BOND BEAM ABOVE UNFILLED LINTEL <br />PRECAST HEADER(MIN) <br />2X4 (MIN 2X3),J/16 <br />SINGLE BOND BEAM <br />TAPCON OR DRIVE PIN (JK <br />A7 HIGHER ELEVATION <br />SHANK SIZE.145 MIN HEA <br />WINDOW <br />SIZE .300 MIN EMBEDME <br />SINGLE BOND BEAM <br />'hV) 6' FROM EACH END <br />AT LOWER ELEVATION <br />IV, O.C. MAX. MIN 1-114' <br />EMBEDMENT <br />05 BAR BENT <br />AS SHOWN <br />2x6(MIN 2 X 3)2-3/16 TAP <br />PRE-CAST "31AT <br />OR DRIVE PIN (MIN SHAN <br />WINDOW <br />SILL <br />SIZE.145 MIN HEAD SIZE <br />MIN EMBEDMENT 1 1/4") <br />SLOPE <br />FROM EACH END AND 1S <br />1-1/4" <br />EMBEDMENT <br />2X8 (MIN 2X3)2J/16 <br />TAPCON OR DRIVE PIN (MIN <br />OPEN FACE SHELqD__ <br />SHANK SIZE.145 MIN HEAD <br />AS TO ALLOW BE <br />SIZE .300 MIN EMBEDMENT 1 2X4 SOLID BLOCKING <br />BAR TO BE PLACE <br />1/4")8" FROM EACH END AND SECURE TO SHEATHING W/ <br />/7/16'OSB <br />UPPER AND LOWE <br />REQUIRED IN <br />18" O.C. MAX. MIN 1-114' MIN. 2-12d PER BLK E0. END <br />VCMU <br />BOND BEAM . <br />EACH CELL HOOKED IN <br />EMBEDMENT <br />TOP BOND BEAM W! <br />SHEATHING <br />STANDARD ACI HOOK <br />TYPICAL MASONRY WINDOW <br />WALL <br />SILL CONSTRUCTION <br />CORNER BARS <br />ARCHWAY FRAMING DETAIL <br />AT CORNER STEP <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 />� <br />I <br />a I <br />— <br />I <br />SINGLE#6 CORNER I <br />BAR, 3OX30 TURNED UP <br />OR TURNED DOWN INTO STEEL REINF. OF <br />l\ II / <br />FILLED CELL BOND. BEAM <br />0 <br />II I II <br />8x8 CMU PIER <br />PROVIDE #5 BAR <br />W/ SINGLE OR DOUBLE REINF. BAR(S), <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 />Ar <br />CHANGEIN <br />ELEVATION OF BOND BEAM <br />SINGLE LINTEL, MULTIPLE OPENINGS <br />V SCALE: 3/4"=1'-0" <br />A -11" 8 1 T 8 C T 8 <br />6 Msign <br />441 N. RONALD RE&GGAN BLI <br />LONGWOOD, FL32750 <br />PH: 407-774.6078 <br />FAX: 407-7744078 <br />www.abdosigngroup.com <br />AA M: 0003325 <br />BUDD:v & L04 <br />SILVERADO <br />LOT #19 <br />BIX #13 <br />PROJECT <br />03719.00�0-19131 <br />MODEEa <br />"2558-HAMORNE" <br />GARAGE BTRNG: <br />RIGHT <br />PAGE: <br />DETAILS <br />150 MPH EXP. B <br />f,ORZWTA 1/28/21CALE: 1/4"=1'-0"HEET <br />S2.1A <br />