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NOTES TO THE INSPECTOR/CONTRACTOR <br />TYR 6'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 />PLACE STEEL HEIGHT. <br />�V <br />REINFORCING (L2) 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND <br />AS DEPICTED HEREIN. <br />�G STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST i#5 <br />TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE. TYP. 8'xl6' <br />•`�,V�' <br />5. THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE OM BOND BEAM '- <br />#5 CORNER BAR W/ 30' LAP FOR EACH <br />COURSELD <br />OF BOND BEAM IS OMITTED AND A LINTEL IS PLACED, THE STEEL <br />1#5 <br />COURSE OF BOND BEAM <br />REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE <br />TOP OF THE LINTEL, <br />VERTICAL REBAR W/ 10' HOOK <br />B" <br />A VCV• 6. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16' DEEP. *-- <br />BEAM W/ 5 BAR BOND BEAM�� <br />��Ch'P�O <br />(BO <br />O EACH COURSE <br />' G 8x8 BOND BEAM TOP O <br />• QG�\� W/ (1) #5 BAR BOND BEAM <br />Q <br />30" TYPICAL <br />Q F =FILLED Wf GROUTti' <br />.��Q U =UNFILLED GROUT SOLID FROM TOP <br />JJ�� NOMINAL LINTEL TO TOP OF BOND OF OPENING <br />WIDTH # OF #5'S, IN 2N0 BOND BEAM, IF FILLED LINTEL. <br />BEAM COURSE <br />#5 BAR IN BOND BEAM <br />SEE NOTE 5 <br />Kj// /� <br />16-1 T/1 IYI/ 8x0 PRE -CAST CONCRETE <br />P05�F�P NOMINAL—�� LINTEL W/ (1) #5 BAR (L2) <br />LENGTH OF BAR = WIDTH OF MASONRY <br />CORNER <br />QQ' HEIGHT # OF #5'S, TOP <br />0 OPENING-2' <br />IT IS THIS ENGINEER'S INTENT BOND BEAM COURSE OR� BEAM DESIGNATION <br />REINFORCING OF BOND BEAM <br />THAT xFxx-iTn Ma81NDICATESa DOUBLE BOND BEAM #OF #5'S,BOTTOM 8x8 PRE -CAST CONCRETE G SCALE:3a'=1'-0' <br />1 <br />AN O XFXX -1T/OM/08 INDICATES A SINGLE BOND BEAM PLACED IN LINTEL LINTEL, W/O STEEL (LI) REFER <br />SCALE; 3/4'=1'-0' <br />IT 13 THIS ENGINEER'S INTENT TO PLAN FOR LOCATIONS TOP <br />AND XUXX- 1T11MIOB INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED <br />LINTEL OF OPENING <br />AND XUXX- IT/OM/OB INDICATES A SINGLE BOND BEAM ABOVE UNFILLED LINTEL <br />PRECAST HEADER(MIN) <br />SINGLE BOND BEAM <br />20 (MIN 2 X 3)1-3/16 <br />AT HIGHER ELEVATION <br />TAPCON OR DRIVE PIN (MIN <br />SHANK SIZE.145 MIN HEAD <br />WINDOW <br />SIZE.3-MIN EMBEDMENT 1 <br />SINGLE BOND BEAM <br />1/4') 8' 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 />24 (MIN 2 X 3) 2-3116 TAPCON <br />PRE -CAST °4 1�' <br />OR DRIVE PIN (MIN SHANK <br />WINDOW <br />SIZE.145 MIN HEAD SIZE .300 <br />SILL <br />MIN EMBEDMENT 1 1/4') B' <br />SLOPE <br />FROM EACH END AND 18' <br />O.C. MAX. MIN 1-1/4' <br />O 2.0 <br />n <br />EMBEDMENT <br />0 <br />_ <br />2%8 (MIN 2 X 3) 2-3/16 <br />TAPCON OR DRIVE PIN (MIN <br />OPEN FACE SHELL SO <br />SHANK SIZE.145 MIN HEAD <br />AS. TO ALLOW BENT <br />SIZE .300 MIN EMBEDMENT 1 2X4 SOLID BLOCKING <br />BAR TO BE PLACED IN <br />1/4' B' FROM EACH END AND SECURE TO SHEATHING W/ <br />/7/16'OSB <br />UPPER AND LOWER <br />#5 MIN. REQUIRED <br />18' O.C. MAX. MIN 1-1/4' MIN, 2-12d PER BLK. EA. END <br />VCMUWALL <br />BOND BEAM <br />EACH CELL HOOKED IN <br />D <br />EMBEDMENT <br />TOP BOND BEAM W/ <br />SHEATHING <br />STANDARD ACI HOOK <br />TYPICAL MASONRY WINDOW <br />SILL CONSTRUCTION <br />CORNER BARS <br />FRAMING DETAIL <br />AT <br />�3 AT CORNER STEP <br />5 SCALE: 3/4'=1'A' <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 />ISINGLE <br />#5 CORNER <br />A <br />BAR, 3Ox30 TURNED UP <br />OR TURNED DOWN INTO STEEL REINF. OF <br />FILLED CELL BOND. BEAM <br />0 <br />II I II <br />8x8 CMU PIER <br />PROVIDE 05 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 <br />SCALE: 3/4'=1'-0' <br />SINGLE LINTEL, MULTIPLE OPENINGS <br />1441 N. RONALD REAGAN BLVD. <br />ORLANDO, FL 32750 <br />PH: 407-774-6078 <br />FAX: 407-7744078 <br />www.abdesign9roup.com <br />AA #: 0003325 <br />DRAFTING BY: <br />A.B. DESIGN GROUP <br />DRAFTING INC. <br />5439 BEAUMONT CENTER BLVD, <br />SUITE 1004 <br />TAMPA, FLORIDA 33634 <br />PH: 8134 6-2628 <br />FAX: 813866.2802 <br />amgnm <br />musDm de LOT: <br />SILVERADO <br />LOT #12 <br />BLK 10 <br />PROJECT* <br />03719,000-12 <br />TW CAMDEN <br />GARAGE 8MiNG: <br />LEFT <br />PAGE: <br />DETAILS <br />150 MPH EXP. B <br />ol <br />D TE /2 08/030 <br />SCALE: 1/4"=1'- O" <br />SHEET <br />S2.1A <br />