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#5 CORNER BAR W/ 30" LAP FOR EACH <br />COURSE OF BOND BEAM <br />VERTICAL REBAR W/ 10" HOOK — <br />30' TYPICAL <br />05 BAR IN BOND BEAM — <br />CORNER <br />REINFORCING OF BOND BEAM <br />SCALE: 3/4"=1' 0' <br />�4 <br />PLACE STEEL <br />REINFORCING (L2) <br />AS DEPICTED HEREIN. <br />9 pP <br />NOTES TO THE INSPECTOR/CONTRACTOR <br />1. PLACE LINTEL ACROSS TOP OF OPENING. <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 WALL BE A BOND BEAM WITH (1)#5 BAR CONTINUOUS AROUND <br />STRUCTURE. A DOUBLE BOND BEAM MAYBE SPECIFIED 80 THAT THEN THE LAST <br />TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE. <br />5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM <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 />TOP OF THE LINTEL <br />6, LINO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16' DEEP. <br />0p01 <br />" F = FILLED W/ GROUT <br />U = UNFILLED <br />NOMINAL //��# OF #5'S, IN 2ND BOND <br />WIDTH � BEAM COURSE <br />7 <br />NOMINAL--- a T/1 1 <br />HEIGHT # OF #5'S, TOP <br />IT IS THIS ENGINEER'S INTENT BOND BEAM COURSE <br />THATXFXX-1T/1Mn8 INDICATES A DOUBLE BOND BEAM #OF#5'S, BOTTOM <br />AND XFXX-1TIOWO13 INDICATES A SINGLE BOND BEAM PLACED IN LINTEL <br />IT IS THIS ENGINEER'S INTENT <br />AND XUXX- ITM MA18INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED <br />LINTEL <br />WINDOW <br />PRE -CAST 43 '1M" <br />WINDOW <br />SILL Z <br />m SLOPE <br />TYPICAL MASONRY WINDOW <br />SILL CONSTRUCTION <br />4 SCALE: 1 1-=l 41 <br />TYP. BEAM <br />E8N8" <br />b �t#5 <br />BEAM BOND <br />1#5 <br />TYP. VN16" b <br />BOND BEAM 9_1#5 <br />8x16 DBL. BOND TOP OF <br />BEAM W/(1)#5 BAR BONDBEAM <br />EACH COURSE <br />8x8 BOND BEAMT <br />W/(1)#5 BAR <br />GROUT SOLID FROMTO <br />LINTEL TO TOP OF BONDOF <br />OPENING <br />BEAM, IF FILLED LINTEL <br />SEE NOTE 5 <br />8x8 PRE -CAST CONCRET <br />LINTEL W/ (i) #5 BAR (L2) <br />LENGTH OF BAR = WIDTMASONRY <br />OPENING-2'BEAM <br />DESIGNATION <br />OR8x8 <br />PRE -CAST CONCRETLINTEL, <br />W/O STEEL(L1) <br />TO PLAN FOR LOCATION <br />PRECAST HEADER(MIN) <br />2x4 (MIN 2 X 3) 1-3/16 <br />TAPCON OR DRIVE PIN (MIN <br />SHANK SIZE.145 MIN HEAD <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 />2X6 (MIN 2 X 3) 23116 TAPCON <br />OR DRIVE PIN (MIN SHANK <br />SIZE.145 MIN HEAD SIZE.300 <br />MIN EMBEDMENT 1 1/4") 8" <br />FROM EACH END AND 18' <br />O.C. MAX, MIN1-1/4" <br />EMBEDMENT <br />2x8 (MIN 2 X 3) 2-3116 <br />TAP ON OR DRIVE PIN (MIN <br />SHANK SIZE.145 MIN HEAD <br />SIZE .300 MIN EMBEDMENT 1 2- SOLID BLOCKING <br />1/4") 8" FROM EACH END AND SECURE TO SHEATHING W/ <br />18" O.C. MAX. MIN 1-1/4° MIN. 2-12d PER BILK. EA END <br />EMBEDMENT <br />OSB SHEATHING <br />WALL <br />ARCHWAY FRAMING DETAILS <br />5 <br />SINGLE 05 CORNER <br />BAR, 30x3O TURNED UP <br />OR TURNED DOWN INTO STEEL REINF. OF <br />FILLED CELL BOND. BEAM <br />PRATOVH SIDE <br />IDE #5 BAR <br />STEEL REINF. OF OF EACELEVATION <br />BOND.BEAM rueurc <br />CHANGE IN <br />ELEVATION OF BOND BEAM <br />7 SCALE: 3/4"=1'-0' <br />1 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407.774-6078 <br />FAX: 407-7744078 <br />wwwsbdeeigngmup.wm <br />AA S: 0003325 <br />a <br />sUDDIV. & LOT <br />ABBOTT PARK <br />LOT #13 <br />BLK #14 <br />PHASE 4C <br />PAOJECTO <br />04181.04C-13141 <br />MODELt <br />4EBB <br />"1828-CALI" <br />GARAGE BVnNGt <br />LEFT <br />PAGE: <br />DETAILS <br />%160 MPH EXP. C <br />DA M 02/08/22 <br />sCALE: 1/4"-1•-0" <br />slim= <br />s2.1A <br />