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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 />#5 BAR IN BOND BEAM — <br />CORNER <br />REINFORCING OF BOND BEAM <br />SCALE: 3/4`=1'-0' <br />PLACE STEEL <br />REINFORCING (L2) <br />AS DEPICTED HEREIN. <br />Q <br />NOTES TO THE INSPECTOR/CONTRACTOR <br />1. PLACE LINTEL ACROSS TOP OF OPENING. <br />2. IF BOTTOM STEEL IS REQUIRED PLACE #6 BAR IN LINTEL. <br />3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REWIRED 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 />TWO COURSES ARE BOND BEAMS WITH A 05 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 13 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 />F = FILLED W/ GROUT <br />U = UNFILLED <br />IOMINAL # OF #5'S, IN 2ND BOND <br />VIDTH BEAM COURSE <br />NOMINAL-16-1 T/ 1 �/c B <br />HEIGHT # OF #5'S, TOP <br />BOND BEAM COURSE <br />IT IS THIS ENGINEER'S INTENT # OF #5'S, BOTTOM <br />THAT XFXX - 1T/1 WOB INDICATES A DOUBLE BOND BEAM PLACED IN LINTEL <br />AND XFXX - iT/OWOB INDICATES A SINGLE BOND BEAM <br />WINDOW <br />PRE CAST <br />WINDOW <br />SILL z <br />SLOPE <br />TYPICAL MASONRY WINDOW <br />SILL CONSTRUCTION <br />4 SCALE: 1 1/2`=1'-0" <br />BE <br />BOND BEAM <br />�1it5 <br />1#5 <br />TYP. 8'xi6` <br />BOND BEAM <br />�• ": <br />8x16 DBL. BOND TOP OF <br />BEAM W/ (1) #5 BAR BOND BEAM <br />EACH COURSE <br />8x8 BOND BEAM <br />T P OF <br />W/ (1) #5 BAR <br />.•y: BOND BEAM <br />GROUTSOLIDFROM <br />TOP <br />BOND <br />LINTEL TO TOP OF B <br />OF OPENING <br />BEAM <br />SEE NOTES <br />8x8 PRE -CAST CONCRETE <br />LINTEL W/ (1) #5 BAR (1-2) <br />LENGTH OF BAR = WIDTH OF <br />MASONRY <br />OPENING-Z' <br />BEAM DESIGNATION <br />OR <br />8x8 PRE -CAST CONCRETE <br />LINTEL, W/O STEEL (L1) REFER <br />TO PLAN FOR LOCATIONS <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-IW <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 IW)W <br />FROM EACH END AND 18" <br />O.C. MAX. MIN 1-1/4" <br />EMBEDMENT <br />2x8 (MIN 2 X 3) 2-3116 <br />TAPCON OR DRIVE PIN (MIN <br />SHANK SIZE.145 MIN HEAD <br />SIZE .300 MIN EMBEDMENT 1rSOLIDW) 8" FROM EACH END ANDW/18`OCMAX. MIN 1-1/4'END <br />EMBEDMENT <br />OSB SHEATHING <br />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 />7 SCALE: 3/4'=T-0` <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-7746078 <br />FAX: 407-7744078 <br />W W W abdesWigroup.eom <br />L AA #: 0003325 , <br />Of <br />t: <br />IL <br />S <br />q <br />— <br />0 <br />O <br />d <br />s <br />I <br />L <br />avaaiv � IAT: <br />ABBOTT PARK <br />LOT #3 <br />BLK. #8 <br />PRo"wTi1 <br />04181.000-03082 <br />moaEi: <br />4EBB <br />"1828-CALI" <br />GARAGE SWENO: <br />RIGHT <br />PAGE: <br />DETAILS <br />160 MPH EXP. C <br />p 3 2Q19 <br />ROLMD A ABOUCHAM <br />AR NO 9WM A <br />Denrr <br />A 11/25/19 <br />OCAZ.E: 1/4"=1'-0" <br />SHEET <br />S2.1A <br />