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NOTES TO THE INSPECTOR/CONTRACTOR TYP. B"x8" <br />1. PLACE LINTEL ACROSS TOP OF OPENING. BOND BEAM <br />2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL. <br />3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING* <br />N<E PLACE STEEL HEIGHT. <br />REINFORCING(1-2) 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 />pp�l TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE. TYP. 8' 16' b <br />.IC RNER BAR W/ 30" LAP FOR EACH <br />pJE / 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 />COURSEOOF BOND BEA M <br />/ / 1#5 <br />REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE <br />TOP OF THE LINTEL <br />8 <br />/ 6. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16"DEEP. <br />VERTICAL REBAR W/ 10" HOOK <br />/ P85E 0p 8.16 DBL BOND TOP OF <br />2 eQN BEAM W/(1)#S BAR BOND BEAM <br />/ 3LQSN EACH COURSE <br />8x8 BOND BEAM TOP OF <br />• N�Np W/(1)#5 BAR BOND BEAM <br />!. . <br />aO• rvRICAL <br />F = FILLED W/ GROUT <br />I �\O<Np� U = UNFILLED GROUT SOLID FROM TOP <br />NOMINAL LINTELTOTOPOFBOND OF OPENING <br />OF #5'S, IN 2ND BOND BEAM, IF FILLED LINTEL <br />_VI// WIDTH <br />#5 BAR IN BOND BEAM <br />BEAM COURSE <br />�# SEE NOTE 5 <br />u 8x8 PRE -CAST CONCRETE <br />6- M/0 <br />CORNER <br />PEE NCO NOMINAL-�� LINTEL W/(1)#5BAR (L2) MASONRY <br />LENGTH OF BAR = WIDTH OF <br />T/ <br />a HEIGHT #OF#5'S, TOP OPENING-2' <br />IT IS THIS ENGINEERS INTENT OR 2 BEAM DESIGNATION <br />z <br />THATXFX-IIT11WOBINDICATES ADOUBLEBONDBEAMDBEAMCOURBE <br />#5'S, BOTTOM 8xBPRE-CAST CONCRETE <br />REINFORCING OF BOND BEAM <br />ANDXFXX-1T/OWOB INDICATES A SINGLE BOND BEAM PLACED IN LINTEL LINTEL, W/O STEEL(Li) REFER <br />SCALE: 3/4"=1'-0" <br />IT IS THIS ENGINEER'S INTENT TO PLAN FOR LOCATIONS <br />AND XUXX - 1T/1M/OB INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED TOP <br />LINTEL OF OPENING <br />AND XUXX -1 T/OM/0B INDICATES A SINGLE BOND BEAM ABOVE UNFILLED LINTEL <br />PRECAST HEADER(MIN) <br />SINGLE BOND BEAM <br />2x4 (MIN 2 X 3) 13/16 <br />AT HIGHER ELEVATION <br />TAPCON OR DRIVE PIN (MIN <br />WINDOW <br />SHANK SIZE.145 MIN HEAD <br />SINGLE BOND BEAM <br />it <br />SIZE.300 MIN EMBEDMENT 1 <br />AT LOWER ELEVATION <br />1/4") 8" FROM EACH END AND <br />_ <br />18" O.C. MAX. MIN 1-1/4" <br />A'S BAR BENT <br />AS SHOWN <br />.� 3 ,,IG <br />PRE -CAST ..a <br />EMBEDMENT <br />2x8 (MIN 2 X 3) 23/i6 TAPCON <br />WINDOW <br />OR DRIVE PIN (MIN SHANK <br />SILL <br />SIZE.145 MIN HEAD SIZE.300 <br />= SLOPE <br />MIN EMBEDMENT 1 1/4") B" <br />m <br />FROM EACH END AND 18" <br />a tit <br />O.C. MAX. MIN 1-1/4" <br />EMBEDMENT <br />§ <br />2x8 (MIN 2 X 3)23/16 <br />OPEN FACE SHELL SO <br />TAPCON OR DRIVE PIN (MIN <br />AS TO ALLOW BENT <br />SHANK SIZE.145 MIN HEAD <br />BAR TO BE PLACED IN <br />SIZE. DO MIN EMBEDMENT 1 2X4 SOLID BLOCKING <br />UPPER AND LOWER <br />#5 MIN. REQUIRED IN <br />1/4") 8" FROM EACH END AND SECURE TO SHEATHING W/ <br />BOND BEAM EACH CELL HOOKED IN <br />18" O.C. MAX. MIN 1-1/4" MIN. 2-12d PER BLK. EA. END <br />VCMU <br />TOP BOND BEAM W/ <br />EMBEDMENT <br />STANDARDACIHOCK <br />TYPICAL MASONRY WINDOW <br />7/16"OSB SHEATHING <br />SILL CONSTRUCTION <br />WALL <br />CORNER BARS <br />AT CORNER STEP <br />ARCHWAY FRAMING DETAIL <br />3 <br />5 3/4"=T-0" <br />SCALE: 3/4"=1'-0" <br />SCALE: <br />PROVIDE 3" DIA. HOLE IN <br />LINTEL SO THAT VERT. <br />REINF. BAR CONTINUES <br />THROUGH LINTEL <br />SINGLE #5 CORNER <br />3000 TURNED Up <br />, <br />ORRTURNE DOWN INTO STEEL REINF. OF <br />FILLED CELL BOND. BEAM <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 />/ <br />STEEL REINF. OF OF ELEVATION <br />ENSURE THAT PIER GROUTS BENEATH <br />BOND. BEAM CHANGE <br />1 ' LINTEL <br />CHANGE IN <br />//lf1J1/ <br />ELEVATION OF BOND BEAM <br />7 <br />SCALE' 3/4"=1'-0" <br />SINGLE LINTEL, MULTIPLE OPENINGS <br />1 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX: 407-7744078 <br />w .abdesigngroup.00m <br />AA #: 0003325 <br />a <br />� <br />•V <br />tj <br />� <br />ddd��� <br />C <br />Xw Ul <br />K W <br />0 <br />BUHDIV. & I,OT: <br />ABBOTT PARK <br />LOT# 32 <br />BLK. 7 <br />PROJECT* <br />04181.000-32071 <br />MODEL• <br />3EAB <br />"1504-ALLEX'I <br />GARAGE 811117nrG: <br />LEFT <br />PAGE: <br />DETAILS <br />160 MPH <br />