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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 <br />NOTES TO THE INSPECTOR/CONTRACTOR TYR axe <br />1. PLACE LINTEL ACROSS TOP OF OPENING. BOND BEAM m 1#5 <br />2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL. i� <br />(G\' 3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING <br />\,\ PLACE STEEL HEIGHT, <br />OF REINFORCING (L2) 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND <br />N(j AS DEPICTED HEREIN. STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST 1#5 <br />VF' TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE, TYP. 8'x16' <br />�QP� 5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM BOND BEAM <br />O� 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 1#5 <br />/ A TOP OF THE LINTEL. <br />/\\�• O 6. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16' DEEP, 8 <br />2 P� 8xl6 DBL. BEAM W/ (B #5 BAR 1. BOND SEAM <br />EACH COURSE <br />\rl0 8x8 BOND BEAM TOP OF <br />.y. BOND BEAM <br />1 F = FlLLED W/GROUT <br />I\ .��0� U =UNFILLED GROUT SOLID FRTOP <br />.pl\� NOMINAL LINTEL TO TOP OOF OPENING <br />WIDTH /� # OF #5'S, IN 2ND BOND BEAM, IF FILLED <br />l/ 13EAM COURSE SEE NOTE 5 <br />• ��N W/ (1) #5 BARIREFER. <br />�N\a FiO 16-1 T/1 B Bx6 PRE -CAST C <br />pr EF�P NOMINAL—� LINTEL W/ 111 #5 <br />LENGTH OF BAR OF MASONRY <br />QP HEIGHT # OF #5'S, TOP <br />6 OPENING-2' <br />IT ISTHIS ENGINEERS BOND BEAM COURSE OR2 BEAM DESIGNATION <br />THAT XF%X-1T/1M OB INDICATES BOND BEAM #5'S, BOTTOM 6X8 PRECAST CSCALE: 3/4'=1'-0' <br />7'_ <br />AND XFXX - 1T/OM/OB INDICATES A SINGLE BOND BEAM PLACED IN LINTEL LINTEL, W/O STEEFERIT IS THIS ENGINEER'S INTENTANDXUXX -1TAM/OB INDICATES A DOUBLE BOND BEAM ABOVE UNFILLEDTO PLAN FOR LOTOP <br />UNTEL OF OPENING <br />AND XUXX-1TIOWO8 INDICATES A SINGLE BOND BEAM ABOVE UNFILLED LINTEL <br />PRECAST HEADER(MIN) <br />DBL. BOND BEAM <br />AT HIGHER ELEVATION <br />20 (MIN 2 X 3) 13/16 <br />TAPCON OR DRIVE PIN (MIN <br />SHANK SIZE.145 MIN HEAD <br />DBL. BOND BEAM <br />SIZE .300 MIN EMBEDMENT 1 <br />AT LOWER ELEVATION <br />WINDOW <br />1/4') 8' FROM EACH END AND <br />MIN I.1/4' <br />#S BAR BENT <br />AS SHOWN <br />EMBEDMENT <br />2x8 (MIN 2 X 3) 2-3/16 TAPCON <br />OR DRIVE PIN (MIN SHANK <br />PRE -CAST <br />S12f.145 MIN HEAD SIZE .300 <br />WINDOW <br />MIN EMBEDMENT 1 1/4') 8' <br />SILL <br />FROM EACH END AND 18' <br />o SLOPE <br />O.C. MAX. MIN 1-1/4' <br />b <br />m <br />EMBEDMENT <br />2x8 (MIN 2 X 3) 2-3/16 <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 .300 MIN EMBEDMENT t I <br />UPPER AND LOWER #5 MIN. REQUIRED IN <br />1/4' e' FROM EACH END AND TO SHEATHING W/ <br />) SECURE <br />BONDBEAM <br />EACH CELL HOOKED IN <br />18 i-t 4 MIN. 2-12d PER BILK. EA. END <br />VCMUWAU_ <br />TOP BOND BEAM W/ <br />EMBEDMENT <br />STANDARD ACI HOOK <br />7116' OSB SHEATHING <br />CORNER BARS <br />TYPICAL MASONRY WINDOW <br />AT CORNER STEP <br />SILL CONSTRUCTION <br />ARCHWAY FRAMING DETAIL <br />3 <br />4 <br />� <br />SCALE: 314'=1'-0' <br />SCALE 1 1/2'=1'-O' <br />SCALE: 3/4'=1'-0' <br />L PROVIDE 3' DIA. HOLE IN <br />LINTEL SO THAT VERT. <br />, <br />REINF. BAR CONTINUES <br />THROUGH LINTEL. <br />I <br />I I <br />� <br />s <br />I <br />r <br />I <br />SINGLE #5 CORNER <br />p; <br />BAR, 3Ox30 TURNED UP <br />5 PEA I <br />OR TURNED DOWN INTO STEEL REINF. OF <br />FILLED CELL BOND. BEAM <br />0 <br />II I (I <br />6x8 CMU PIER <br />PROVIDE #5 BAR <br />W/ SINGLE OR DOUBLE REINF. BAR(S), <br />AT EACH SIDE <br />SEE PLAN. <br />II / <br />STEEL REINF. OF OF ELEVATION <br />ENSURE THAT PIER GROUTS BENEATH <br />BOND, BEAM CHANGE <br />LINTEL. <br />CHANGEIN <br />ELEVATION OF BOND BEAM <br />7 SCALE: 3/4'mi'-O' <br />SINGLE LINTEL, MULTIPLE OPENINGS <br />6 SCALE: 3/4'=1'-O' <br />1441 N. RONALD REAGAN BL <br />L ONGWOOD, FL 32760 <br />PH: 407-774-6078 <br />FAX: 407.774.4078 <br />www.aLdosigngroup•com <br />AA A 0003326 <br />N <br />R <br />II✓ <br />Q <br />� <br />Q <br />mm <br />aUBDIV. as LIST <br />SILVERADO <br />LOT #14 <br />BLK #18 <br />PROJECT# <br />04128.002-14181 <br />MODEL' <br />4EAB <br />"1672- ARIA" <br />GARAGE 91TWO: <br />LEFT <br />PARSE: <br />DETAILS <br />150 MPH EXP. B <br />/ivu <br />aA <br />NO <br />DA 08/20/ 00 <br />aCALE: 1/4"=1'-0" <br />$BEET <br />s2.1A <br />