Laserfiche WebLink
#5 CORNER BAR W/ 30" LAP FOR EACH <br />COURSE OF BOND BEAM <br />VERTICAL REBAR W/ 1W HOOK <br />#5 BAR IN BOND BEAM <br />CORNER <br />&ERLEMINFORCING OF BOND BEAM <br />SCALE: 3/4"=V-0" <br />IT IS THIS ENGINEER'S INTENT <br />THAT XFXX -1 T/1 MIOB INDICATES A DOUBLE BOND BEAM <br />AND XFXX-1T/OM/OB INDICATES A SINGLE BOND BEAM <br />PLACE STEEL <br />REINFORCING (1-2) <br />AS DEPICTED HEREIN. <br />NOTES TO THE INSPECTORICONTRACTOR <br />TYP 8"xW <br />to,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 <br />HEIGHT. <br />4. THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND <br />STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST <br />1#5 <br />TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE. <br />TYP. W.16" <br />5, SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM <br />BOND BEAM <br />9- <br />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 <br />1#5 <br />TOP OF THE LINTEL. <br />B" <br />6. LINO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEEP. <br />F = FILLED W/ GROUT <br />U = UNFILLED <br />OMINAL # OF #5'S, IN 2ND BOND <br />fIOTH BEAM COURSE <br />���16-1T/l ICl/ B <br />NOMINAL <br />HEIGHT Anc sF!a TOP <br />ICOURSE <br /># OF #5'S, BOTTOM <br />PLACED IN LINTEL <br />WINDOW _T <br />PRE -CAST :. 1l4' <br />WINDOW Z <br />SILL i <br />SLOPE <br />TYPICAL MASONRY WINDOW <br />SILL CONSTRUCTION <br />8x16 DBL. BOND TOP OF <br />BEAM WI (1) #5 BAR BOND BEAM <br />EACH COURSE <br />8x8 BOND BEAM TOP OF <br />W/(1)#58AR .ti, BONO BEAM <br />GROUT SOLID FROM TOP N2 <br />LINTEL TO TOP OF BOND OF OPENING <br />BEAM <br />8x8 PRE -CAST CONCRETE <br />LENGTH OFIBAR WIDTH OF MASONRY <br />OPENING-r' OR BEAM DESIGNATION <br />n <br />8x8 PRE -CAST CONCRETE G SCALE: 3f4"=1'-0" <br />LINTEL, W/O STEEL (L1) REFER <br />TO PLAN FOR LOCATIONS rno . <br />PRECAST HEADER(MIN) <br />2x4 (MIN 2 X 3)13f18 <br />TAPCON OR DRIVE PIN (MIN <br />SHANK SIZE.145 MIN HEAD <br />SIZE .300 MIN EMBEDMENT 1 <br />114") 8" FROM EACH END AND <br />18" O.C. MAX. MIN 1-1/4" <br />EMBEDMENT <br />2x6 (MIN 2 X 3) 2-3116 TAPCON <br />OR DRIVE PIN (MIN SHANK <br />SIZE.145 MIN HEAD SIZE .300 <br />MIN EMBEDMENT 1 114") 8" <br />FROM EACH END AND 18" <br />O.C. MAX. MIN 1-114" <br />EMBEDMENT <br />2x8 (MIN 2 X 3) 2-3/18 4� 7N <br />TAPCON OR DRIVE PIN (MIN <br />SHANK SIZEA45 MIN HEAD <br />SIZE .300 MIN EMBEDMENT 1 ZX4 SOLID BLOCKING - <br />1/4") 8" FROM EACH END AND SECURE TO SHEATHING WI <br />18" O.C. MAX. MIN 1-1/4" MIN. 2-12d PER BLK. EA. END <br />EMBEDMENT <br />6" OSB SHEATHING <br />IU WALL <br />5 ARCHWAY FRAMING DETAIL <br />SCALE: 3/4"=1'-0" <br />SINGLE #5 CORNER <br />BAR, 30x30 TURNED UP <br />OR TURNED DOWN INTO STEEL REINF. OF <br />FILLED CELL BOND. BEAM <br />PROVIDE #5 BAR <br />AT EACH SIDE <br />STEEL REINF. OF - OF ELEVATION <br />BOND. BEAM CHANGE <br />CHANGE IN <br />ELEVATION OF BOND BEAM <br />1441 N. RONALD REAGAN 8L <br />LONGWOOD, FL 32750 <br />PH: 407-77446078 <br />FAX: 407-774-4078 <br />www.abdosigngmup.com <br />AA #: 0003325 <br />C <br />sa <br />I <br />I <br />1 <br />13 <br />evsDly ae LAT: <br />SILVERADO <br />LOT #7 <br />BLK #18 <br />PROJECT* <br />0412 .002-07181 <br />MODEZA <br />4EBB <br />"1828-CALI" <br />GARAGE EWING: <br />LEFT <br />PAGE: <br />DETAILS <br />150 MPH EXP. B <br />Dairrr .1 <br />A=: 12/03/19 <br />DCAIX. 1/4"=1'-0" <br />8FIEET <br />kli,s2.1A <br />