Laserfiche WebLink
NOTES TO THE INSPECTOR/CONTRACTOR TYP.B"x8" 1#5 <br />1. PLACE LINTEL ACROSS TOP OF OPENING. <br />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 B• �e <br />\) PLACE STEEL HEIGHT. <br />aOF REINFORCING (L2) 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND <br />AS DEPICTED HEREIN. <br />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. TYP. 8"xl6" <br />5, SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM BOND BEAM <br />CORNER BAR W/ 30" LAP FOR EACH <br />O� COURSE OF BOND BEAM IS OMITTED AND A LINTEL IS PLACED. THE STEEL i>15 <br />/ <br />COURSE OF BOND BEAM <br />EINFOCIN#5 <br />TOP OFT HE GINOE THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE <br />L. <br />S. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEEP. 8 <br />VERTICAL REBAR W/ 10" HOOK <br />FE� 8xl6 DBL. BOND P OF <br />Z p0y <br />BEAM WI (1) #5 BAR BOND BEAM <br />Q� <br />/ g EACH COURSE <br />•\Q�N <br />G Sx8 BOND BEAM p <br />• <br />; BOND BEAM30" <br />W/(1)#5 BARJ�.N. <br />TYPICAL <br />�OQF.�\� <br />F =FILLED W/GROUT <br />\AU =UNFILLED GROUTSOLID FRTOP <br />NOMINAL LINTEL TO TOP OOFOPENING <br />WIDTH # OF #5'S, IN 2ND BOND BEAM, IF FILLED <br />BEAM COURSE <br />#5 BAR IN BOND BEAM <br />SEE NOTE 5 <br />RE <br />/ B <br />�6-1T/11 LINTEL W/�O5 <br />HEOIHT� # OF #5'S, TOP LENGTH OF BAR MASONRY <br />OPENING 2" <br />CORNER <br />- <br />THIS EERS INTENT 13OND BEAM COURSE DESEGNATION <br />.#5'S,BOTTOM 8x8PRE-CASTC2BEAM <br />THIS <br />ATXFXXN1Tl11M/08NDICATESADOUBLEBONDBEAM <br />REINFORCING OF BOND BEAM <br />ANDXF)X-1T/OMNB INDICATES A SINGLE BOND BEAM PLACED IN LINTEL LINTEL, W/O1 <br />IT IS THIS ENGINEERS INTENT TO PLAN FOR LOTOP <br />AND XUXX - lT/1M/08INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED <br />LINTEL OF OPENING <br />AND XUXX-1T/OM/OB INDICATES A SINGLE BOND BEAM ABOVE UNFILLED LINTEL <br />PRECAST HEADER(MIN) <br />2x4 (MIN 2 X 3)1 7/16 <br />SINGLE BOND BEAM <br />OR DRIVE PIN (MIN <br />AT HIGHER ELEVATION AT <br />SHANK .145 MIN D <br />WINDOW <br />SIZE .300 MEN 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 />19' <br />PRE-:.34 <br />2x6 (MIN 2 X 3) 2-3116 TAPCON <br />OR DRIVE PIN (MIN SHANK <br />7Q` <br />WINDOOWWSIZE.145 <br />SILL <br />a SLOPE <br />MIN HEAD SIZE .300 <br />MIN EMBEDMENT 1 1/4") 8" <br />FROM EACH END AND 18" <br />1-1/4" <br />'L'�O <br />EMBEDMENT <br />4 <br />2x8 (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 i 2X4 SOLID BLOCKING <br />BAR TO BE PLACED IN <br />1/4") 8" FROM EACH END AND SECURE TO SHEATHING WI <br />UPPER AND LOWER #5 MIN. REQUIRED IN <br />18" O.C. MAX. MIN 1-1/4" MIN, 2-12d PER BLK. EA. END <br />BOND BEAM <br />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 />4 <br />ARCHWAY FRAMING DETAIL <br />AT CORNER STEP <br />SCALE:11/r'=1'-0" <br />5 SCALE: 34"=1'-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 />> <br />I I <br />SINGLE #5 CORNER <br />BAR, 3Cx30 TURNED UP <br />OR TURNED DOWN INTO STEEL REINF. OF <br />FILLED CELL BOND. BEAM <br />6 <br />II I II <br />8x8 CMU PIER <br />PROVIDE #5 BAR <br />W/ SINGLE OR DOUBLE REINF. SARIS), <br />AT EACH S1DE <br />SEE PLAN. <br />II / <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 />�1 SINGLE LINTEL, MULTIPLE OPENINGS <br />v SCALE: 3W'=l'-0" <br />1441 N. RONALD REAOAN BLVD. <br />ORLANDO, FL 32750 <br />PH: 407-774.6078 <br />FAX 407-7744078 <br />www.abdesfgngroup.com <br />AA 8: 0003326 <br />IF DRAFTING BY: <br />A.B. DESIGN GROUP <br />DRAFTING INC. <br />5439 BEAUMONT CENTER BLVD. <br />SURE 1004 <br />TAMPA, FLORIDA 33634 <br />P14:8134168.2628 <br />FAX: 813.886.2802 <br />aUDD:v & LOT" <br />SILVERADO <br />LOT #4 <br />BLK #13 <br />PRO.TSCT* <br />03719.000-0411 <br />MODS <br />2795- B <br />GARAGM NWING: <br />LEFT <br />PALM <br />DETAILS <br />150 MPH EXP. B <br />