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#5 CORNER BAR W/ 30" LAP FOR EACH <br />COURSE OF BOND BEAM <br />VERTICAL REBAR W/ 10' HOOK <br />- <br />- <br />30" TYPICAL <br />#5 BAR IN BOND BEAM <br />CORNER <br />/^- \ REINFORCING OF BOND BEAM <br />SCALE: 314"=T-0" <br />NOTES TO THE INSPECTOR/CONTRACTOR TYR9*xE, <br />1. PLACE LINTEL ACROSS TOP OF OPENING. BOND BEAM m 1#5 <br />2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL. <br />PLACE STEEL PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING �e <br />HEIGHT. <br />OF REINFORCING(L2) 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1) #S BAR CONTINUOUS AROUND vo <br />ASDEPICTED HEREIN. STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LASTTWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE. TYR 8'k16'S. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM BONDBEAM <br />COURSE OF BOND BEAM ISOMITTED AND A LINTEL IS PLACED. THE STEEL <br />REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE #5 <br />/ TOP OF THE LINTEL. <br />A M\\�' Q 6. LINO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEEP. * = <br />/ � DBIL <br />EAMW/ (8 #5 BAR BOND BEA <br />• EACH COURSE <br />G 8x8 BOND BEAM TOP OF <br />• W/ BAR SONDBEA <br />F F = FILLED W/ GROUT .y <br />-(t\p U = UNFILLED GROUT SOLID FROM oTOP <br />NOMINAL LINTEL TO TOP OF BOND OF OPENING <br />WIDTH # OF #5'S, IN 2ND BOND BEAM <br />BEAM COURSE <br />�� /— SEE NOTE 5 <br />A !A01. 16-1 T/1 1Y1/ 8X8 PRE -CAST CONCRETE <br />NOMINAL—�� LINTEL W/(1)#5 BAR(L2) <br />�VIF ONRY <br />HEIGHT #OF#5'S, TOP - OPENN LENGTH OF BAR=WIDTH OF gEAM DESIGNATION <br />BOND BEAM COURSE OR <br />IT IS THIS ENGINEER'SINTENT #OF #5'S, BOTTOM 8x8 PRE -CAST CONCRETE SCALE: <br />THAT XFXX-1T/1MMB INDICATES A DOUBLE BOND BEAM PLACED IN LINTEL LINTEL, W/O STEEL (L1) REFER <br />AND XFXX-1T/OM/OB INDICATES A SINGLE BOND BEAM TO PLAN FOR LOCATIONS TOP <br />OF OPENING <br />PRECAST HEADER(MIN) <br />214 (MIN 2 X 3)1-3M6 <br />TAPCON OR DRIVE PIN (MIN <br />SHANK SIZE.145 MIN HEAD <br />WINDOW <br />SIZE .300 MIN EMBEDMENT 1 <br />1/4") 8" FROM EACH END AND <br />18" O.C. MAX. MIN 1-1/4" <br />EMBEDMENT <br />3 <br />2x6 (MIN 2 X 3) 2-V16 TAPCON <br />. 1/4" <br />PRE -CAST <br />OR DRIVE PIN (MIN SHANK <br />WINDOW <br />SIZEA45 MIN HEAD SIZE .300 <br />SILL <br />) 8"4 <br />= SLOPE <br />FROM EACH END AND 18' <br />O.C. MAX. MIN 1-14' <br />n <br />EMBEDMENT <br />2X8 (MIN 2X 3)2-3M6 <br />TAPCON OR DRIVE PIN (MIN <br />SHANK SIZE.145 MIN HEAD <br />SIZE .300 MIN EMBEDMENT 1 2X4 SOLID BLOCKING <br />1/4") 8" FROM EACH END AND SECURE TO SHEATHING Wl <br />18" O.C. MAX. MIN 1-1X' MIN. 2-12d PER BLK. EA END <br />EMBEDMENT <br />VCMUWASHEATHING <br />7B <br />TYPICAL MASONRY WINDOW <br />LL <br />SILL CONSTRUCTION <br />ARCHWAY FRAMING DETAIL <br />SCALE: 314"=1'-0" <br />i44i N. RONALD REAGAN 8i <br />LONGVMD, FL 32750 <br />PH: 407-774-6078 <br />FAX 407-774-4078 <br />wwwabdesigngroUp.com <br />I, AA S: 0003326 <br />b <br />SUHDIV. de L+OT <br />SILVERADO <br />LOT 49 <br />BLK 6 <br />PRoJEcT# <br />04128.002-49061 <br />MODMT- <br />4EAB <br />"1672- ARIA" <br />GARAGE 8VfMG: <br />RIGHT <br />PAGE: <br />DETAILS <br />150 MPH EXP. B <br />FDCMD A ABOUCWAM <br />L AR NO 93M <br />DATE:of/le/is <br />SCALX: 1/4"=f-0" <br />SHEET <br />S2.1A <br />