Laserfiche WebLink
NOTES TO THE INSPECTOR/CONTRACTOR TYR B"xB' 1#5 <br />1. PLACE LINTEL ACROSS TOP OF OPENING. BOND BEAM <br />2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL 1 <br />3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING�e <br />#5 CORNER BAR W/ 30' LAP FOR EACH <br />COURSE OF BOND BEAM <br />VERTICAL REBAR W/ 10' HOOK <br />PCE STEEL <br />LAHEIGHT. <br />REINFORCING (L2) 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 RFD-,. <br />TWO COURSES ARE BOND BEAMS WITH A#5 BAR IN EACH COURSE. TYR 6'x16" b <br />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 11B <br />REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE <br />TOP OF THE LINTEL. <br />A e1�0 6. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEEP. o <br />P� FE 8x16 DBL. BOND TOP OF <br />BEAM W/(1)#S SAR BOND BEAM <br />EACH COURSE <br />• <br />8x8 BOND BEAM TOP OF <br />30" TYPICAL <br />#5 BAR IN BOND BEAM <br />•\ W/(1)#5 BAR .`; BOND BEAM <br />pF� F = FILLED W/ GROUT <br />6\p'(�^ U =UNFILLED GROUT SOLID FROM OF OPENING <br />NOMINAL LINTEL TO TOP OF BOND <br />WIDTH # OF #5'S, IN 2ND BOND BEAM, IF FILLED LINTEL. <br />BEAM COURSE SEE NOTEbt <br />�/c <br />B <br />�16-1T/1LINTEL W/(1)#5 BAR RL2)E <br />NOMINAL <br />LENGTH OF BAR = WIDTH OF MASONRY <br />HEIGHT # OF #5'S, TOP OOR PENING - 7CORNER ION <br />BEAM COURSE <br />2 BEAM DE <br />REINFORCING OF BOND BEAM <br />SCALE: 3/4'�1'-0" <br />THATXFXXNOE <br />T/MOSINDICATESA DOUBLE BOND BEAM #OF#5'S,BOTTOM 8x8 PRE -CAST CONCRETE LEGNA14 <br />AND XFXX-iT/OMOBINDICATES ASINGLE BOND BEAM PLACED IN LINTEL LINTEL, W/O STEEL (L1)REFER <br />IT IS THIS ENGINEER'S INTENT TO PLAN FOR LOCATIONS TO <br />AND XUXX -1T/1 M/OB INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED <br />LINTEL OF OPENING <br />AND XUXX - 1TIOM100 INDICATES A SINGLE BOND BEAM ABOVE UNFILLED LINTEL <br />PRECAST HEADER(MINtCMUWALL <br />SINGLE BOND BEAM <br />AT HIGHER ELEVATION <br />2x4 (MIN 2 X 3)1-3/16 <br />TAPCON OR DRIVE PIN <br />SHANK SIZE.145 MIN H <br />WINDOW <br />SIZE.300 MIN EMBEDM <br />SINGLE BOND BEAM <br />114") 8" FROM EACH EN <br />AT LOWER ELEVATION <br />19' O.C. MAX. MIN 1-14 <br />EMBEDMENT <br />#5 BAR BENT <br />AS SHOWN <br />2X6 (MIN 2 X 3) 2-3/16 T <br />.319, <br />PRE-CAST .AOR <br />DRIVE PIN (MIN SHA <br />WINDOW <br />SIZE.145 MIN HEAD SIZ <br />SILL <br />MIN EMBEDMENT 1 114" <br />SLOPE <br />FROM EACH ENO AND <br />m <br />O.C. MAX. MIN 1-114" <br />va ld <br />EMBEDMENT <br />4 <br />2XB (MIN 2 X 3) 2-3/16 <br />TAPCON OR DRIVE PIN <br />OPEN FACE SHELL SO <br />SHANK SIZE.145 MIN H <br />AS TO ALLOW BENT <br />SIZE .300 MIN EMBEDMX4 SOLID BLOCKING <br />BAR TO BE PLACED IN <br />1/4") 8" FROM EACH ENECURE TO SHEATHING W/ <br />UPPER AND LOWER #5 MIN. REQUIRED IN <br />BOND BEAM <br />EACH CELL HOOKED IN <br />16' O.C. MAX. MIN 1-114 <br />EMBEDMENTMIN. 2-12d PER BLK. EA END <br />TOP BOND BEAM W/ <br />STANDARDACI HOOK <br />TYPICAL MASONRY WINDOW <br />7/16" OSB SHEATHING <br />CMUWALL <br />CORNER BARS <br />3 AT CORNER STEP <br />SCALE: 3/4"=i'-0' <br />SILL CONSTRUCTION <br />4 -- �A,�:„,�•_,-0„ <br />ARCHWAY FRAMING DETAIL <br />5 SCALE:34"=1'0 <br />PROVIDE 3" DIA HOLE IN <br />LINTEL SO THAT VERT. <br />REINF. BAR CONTINUES <br />THROUGH LINTEL <br />a I <br />- <br />SINGLE #5 CORNER I <br />\ O II ( I / <br />30x30 TURNED Up <br />ORT URNED DOWN INTO STEEL REINF. OF <br />FILLED CELL BOND. BEAM <br />II I it � <br />I�8x8 <br />II <br />CMU PIER <br />/ W/ SINGLE OR DOUBLE REINF. BAR(S), <br />SEE PLAN. <br />ENSURE THAT PIER GROUTS BENEATH <br />PROVIDE #5 BAR <br />AT EACH SIDE <br />STEEL REINF. OF OF ELEVATION <br />BOND. BEAM CHANGE <br />LINTEL <br />CHANGE IN <br />OF BOND BEAM <br />&ELEVATION SCALE: 3/4"=V-0" <br />�� SINGLE LINTEL, MULTIPLE OPENINGS <br />v SCALE: 3l4"=1'-0" <br />1441 N. RONALD REAGAN BLVD, <br />LONGWOOD,FL32750 <br />PH: 407-7746078 <br />FAX: 407-774-4078 <br />www.abdesigngroup.com <br />AA #: 0003325 <br />O <br />b <br />gill, <br />BtMDM & LOT <br />ABBOTT PARK <br />LOT #17 <br />BLK. #9 <br />PIROJECTL/ <br />04181.000-17091 <br />MODELa <br />3EEB <br />"2260-ELSTON" <br />RIGHT <br />PAGE: <br />DETAILS <br />60 MPH EXP. <br />