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NOTES TO THE INSPECTOR/CONTRACTOR TYR 8"X8" <br />1. PLACE LINTEL ACROSS TOP OF OPENING. 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 />PLACE STEEL HEIGHT. <br />REINFORCING (L2) 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"x16" � <br />�EIP 5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM BOND BEAM <br />#5 CORNER BAR W/ W' LAP FOR EACH O� 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 />COURSE OF BOND BEAM 1#5 <br />TOP OF THE LINTEL. <br />VERTICAL REBAR W/ 10" HOOK / 9 �\ �O 6. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEEP. S �t 1441 N. RONALD REAGAN BLVD <br />PO ' f��G 8xl6 DSL. BOND TOP F LOPNGW40OOD,�027850 <br />BEAM WI (1)!75 BAR BOND BEAM FAX: 407-774d076 <br />• \0 g EACH COURSE www.abdeSlgngroup.COm <br />A\\iG 8x8 BOND BEAM TOP OF AA $: 0003325 <br />• ��(G!\ W/(1)#5 BAR .r BOND BEAM <br />F = FILLED W/ GROUT <br />TYPICAL <br />I .\AO U = UNFILLED <br />GROUT SOLID FROMNOMINAL <br />t30" <br />LINTEL TO TOP OF BONDWIDTH <br /># OF #5'S, IN 2ND BOND <br />COURSE#5 <br />BEAM, IF FILLED LINTEL.BEAM <br />BAR IND BEAM <br />SEE NOTE 5 <br />��j// <br />Olt, <br />16-1 T/ 1 <br />/� <br />B <br />8xB PRE -CAST CONCRETE <br />'a 1 V <br />NOMIHEIGHT�S,TOP � <br />1/ <br />LENGTH OFLINTEL Wl IBAR B WIDTH OF <br />MASONRY <br />0 <br />OPENING-2" <br />CORNER <br />IT I9 THIS ENGINEER'S INTENT BONG BEAM COURSE <br />OR <br />2 BEAM DESIGNATION <br />REINFORCING OF BOND BEAM <br />THAT XFXX-1T/1M10B INDICATES A DOUBLE BOND BEAM <br />#OF#VS, BOTTOM <br />8x8 PRE -CAST CONCRETE <br />SCALE: 3l4"=1'-0 <br />1 <br />AND XF%X- iT/OMroB INDICATES A SINGLE BOND BEAM <br />PLACED IN LINTEL <br />LINTEL, W/O STEEL (LI) REFER <br />SCALE: 3/4"=1'-0" <br />IT IS THIS ENGINEER'S INTENT <br />AND XUXX - iT/iM/OB INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED <br />TO PLAN FOR LOCATIONS <br />TOP <br />LINTEL <br />OF OPENING <br />AND XUXX- iT/OM/08 INDICATES A SINGLE BOND BEAM ABOVE UNFILLED LINTEL <br />PRECAST HEADER(MIN) <br />2x4 (MIN 2 X 3)13/16 <br />TAPCON OR DRIVE PIN (MIN <br />WINDOW <br />S ZEN300 MIN EMB DMENDT 1 <br />1/4") 8" FROM EACH END AND <br />18" O.C. MAX. MIN 1-1/4" <br />EMBEDMENT <br />1 <br />ru <br />?3 <br />7 <br />5y�� <br />W <br />C <br />� <br />i <br />. 3114" - <br />PRE -CAST _a <br />2x6 (MIN 2 X 3) 2-3/16 TAPCON <br />OR DRIVE PIN (MIN SHANK <br />WINDOW <br />SZE.145 MIN HEAD SIZE .300 <br />SILL <br />MIN EMBEDMENT 1 1/4") 8" <br />a SLOPE <br />FROM EACH END AND 16" <br />O.C. MAX. MIN 1-1/4" <br />EMBEDMENT <br />2x8 (MIN 2 X 3) 2-3/16 <br />lu <br />TAPCON OR DRIVE PIN (MIN <br />SHANK SIZE.145 MIN HEAD <br />!;40 <br />SIZE .300 MIN EMBEDMENT 1 2X4 SOLID BLOCKING <br />1/4") 8" FROM EACH END AND SECURE TO SHEATHING W/ <br />TYPICAL MASONRY WINDOW <br />18" O.C. MAX. MIN 1-1/4" MIN. 2-12d PER BLK. EA. END <br />EMBEDMENT <br />7/1cMUWALLSHEATHING <br />pqg <br />■ <br />R <br />�1 SILL CONSTRUCTION <br />5 ARCHWAYFRAMING DETAIL <br />r <br />SINGLE #5 CORNER <br />BAR, 3040 TURNED UP <br />OR TURNED DOWN INTO STEEL REINF. OF <br />I V <br />FILLED CELL BOND. BEAM <br />9VHDIV. AO LOT: <br />SILVERADO <br />LOT #41 <br />BLK #18 <br />PROJ=T# <br />04128.002-41181 <br />MODMU <br />4EBB <br />"1828-CALI" <br />GARAGE DWING: <br />RIGHT <br />PACE: <br />DETAILS <br />150 MPH EXP. B <br />PROVIDE BAR SIDE <br />AT EACH SIDE <br />L. <br />STEEL REINF. OF OF ELEVATION <br />BOND. BEAM CHANGE JtJ <br />1 <br />CHANGE IN <br />ELEVATION OF BOND BEAM <br />7 SCALE:34"=1'-0" <br />AR NO <br />DAM 07/27/20 <br />8CALE: 1/4"=V-0" <br />skm= <br />S2.1A <br />