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NOTES TO THE INSPECTOR/CONTRACTOR WIZA <br />TYR TIX8" <br />1. PLACE LINTEL ACROSS TOP OF OPENING. BOND BEAM m#5 <br />2. IF BOTTOM STEEL IS REQUIRED PLACE #6 BAR IN LINTEL. <br />PLACE STEEL 3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING �e <br />IGHT <br />�a0 REINFORCING (12) 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND <br />�G AS DEPICTED HEREIN. STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST 1#5 <br />TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE. TYR 8"xl6" <br />5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM BOND BEAM <br />#5 CORNER BAR W/ 30" LAP FOR EACH <br />COURSE OF BOND BEAM IS OMITTED AND A LINTEL IS PLACED. THE STEEL <br />COURSE OF BOND BEAM <br />REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE 1#5 <br />/ TOP OF THE LINTEL. Q" , <br />6. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16"DEEP. <br />/ <br />VERTICAL REBAR W! 10" HOOK <br />/ �5 ��O Bx16 DBL. BOND TOP OF <br />BOND BEAM <br />BEAM W/ (1) #5 BAR <br />a EACH COURSE <br />•\O� <br />G 8x8 BOND BEAM TOp OF <br />BOND BEAM <br />• E�\� WI (1) #5 BARJOF <br />30" TYPICAL <br />YC F = FILLED W/ GROUT <br />-(\AO U =UNFILLED GROUT SOLID FROMTOP <br />�j1\O NOMINAL LINTEL TO TOP OF BOOF OPENING <br /># OF #5'S, IN 2ND BOND <br />#5 BAR IN BOND BEAM <br />WIDTH BEAM, IF FILLED LINT <br />BEAM COURSE SEE NOTE 5 <br />�j// /� <br />K. X4. 0 �16-1T/11V1/ B LIN ELL W/xa A(S#50BAR( <br />HEIGHT # OF #5'S, TOP LENGTH OF BAR = WIMASONRY <br />OPENING-2"IT <br />CORNER <br />IS THIS ENGINEER'S INTENT BONDBEAM COURSE ORBEAM DESIGNATION <br />REINFORCING OF BOND <br />THAT XFXX-1T/1MroB INDICATES A DOUBLE BOND BEAM #OF#5'S, BOTTOM 8X8 PRE -CAST CONCRAND <br />BEAM <br />XFXX- 1T/OMMB INDICATES A SINGLE BOND BEAM PLACED IN LINTEL LINTEL, W/O SEEL (LIT <br />IS THIS ENGINEER'S INTENT TO PLAN FOR LOCATI <br />AND XUXX- 1T/IW0B INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED TOP <br />LINTEL OF OPENING <br />ANDXUXX- 1TNM/08 INDICATES A SINGLE BOND BEAM ABOVE UNFILLED LINTEL <br />PRECAST HEADER(MIN) <br />SINGLE BOND BEAM <br />2x4 (MIN 2 X 3)13l16 <br />AT HIGHER ELEVATION <br />SHANK SIZEA 45 MIN TAPCON OR DRIVE PIN (MIN <br />WINDOW <br />S ZE 300 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 />PRE -CAST <br />2x6 (MIN 2 X 3) 2-3116 TAPCON <br />OR DRIVE PIN (MIN SHANK <br />WINDOW <br />SIZE.145 MIN HEAD SIZE.300 <br />SILLMIN <br />EMBEDMENT 1 i14") B"LOPE <br />gel <br />FROM EACH END AND 18" <br />7 <br />O.C. MAX. MIN 1-1/4" <br />`Lg <br />EMBEDMENT <br />4 <br />2x8 (MIN 2 X 3) 2-3116 <br />TAPCON OR DRIVE PIN (MIN <br />OPEN FACE SWELL 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") 8" FROM EACH END AND SECURE TO SHEATHING W/ <br />UPPER AND LOWER #5 MIN. REQUIRED IN <br />18" O.C. MAX. MIN 1-1/4" MIN. 2.12d PER BILK. EA, END <br />BOND BEAM EACH CELL HOOKED IN <br />EMBEDMENT <br />TOP BOND BEAM W/ <br />7/16" OSB SHEATHING <br />STANDARD ACI HOOK <br />TYPICAL MASONRY WINDOW <br />CMU WALL <br />SILL CONSTRUCTION <br />CORNER BARS <br />°* <br />ARCHWAY FRAMING DETAIL <br />AT CORNER STEP <br />SCALE:11n"=,'a' <br />5 BQALE:34"=,-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 />ISINGLE <br />#5 CORNER I <br />BAR, 30x3O TURNED UP <br />O I I <br />OR TURNED DOWN INTO STEEL REINF. OF <br />FILLED CELL BOND. BEAM <br />0 <br />II I II / <br />O I I <br />8x8 CMU PIER <br />PROVIDE #5 BAR <br />Wl SINGLE OR DOUBLE REINF. BAR(S), <br />AT EACH SIDE <br />SEE PLAN. <br />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: 3/4"=1�-0" <br />SINGLE LINTEL, MULTIPLE OPENINGS <br />V SCALE: 3/4"=1'-0" <br />Ira <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX: 407-774.4078 <br />www.abdeslgngroup.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: 813H888-2628 <br />FAX: 8134M&2802 <br />euDDIV. de L+OT: <br />SILVERADO <br />LOT #21 <br />BLK. #14 <br />PROJECT# <br />03719.000-21141 <br />MODELa <br />2795- D <br />GARAGE 8WITTG: <br />RIGHT <br />PAGE: <br />DETAILS <br />150 MPH EXP. B <br />