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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`TYPIGL <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 />NOTES TO THE INSPECTOR/CONTRACTOR <br />TYP 8'k8" <br />b1#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 11) #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. 8N16' <br />ro <br />5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM <br />BOND BEAM <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' <br />TOP OF THE LINTEL. <br />6. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 18" DEEP. <br />T1/ Fdz" F=FILLED W/GROUT <br />ABM° U =UNFILLED <br />NOMINAL <br />WIDTH # OF #5'S, BOND <br />BEAM COURSEE <br />NOMINAL�6-1T/1M/0 <br />Ems° � <br />E HEIGHT # OF #5'S, TOP <br />IT IS THIS ENGINEER'S INTENT BOND BEAM COURSE <br />THAT XFXX- 1 T/1 MAB INDICATE S A DOUBLE BOND BEAM #OF#5'S, BOTTOM <br />T AND XFXX-,,OMIOB INDICATES A SINGLE BOND BEAM PLACED IN LINTEL <br />IT IS THIS ENGINEER'S INTENT <br />AND XUXX. 1T/1 MMB INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED <br />LINTEL <br />WINDOW <br />PRE -CAST e31M" <br />WINDOW 4. <br />SILL Z <br />SLOPE <br />'a <br />TYPICAL MASONRY WINDOW <br />SILL CONSTRUCTION <br />Bx16 DBL. BOND TOP F <br />BEAM W/ (1) #5 BAR BOND BEAM <br />EACH COURSE <br />8x8 BOND BEAM <br />�P F <br />W/(1)#5 BAR <br />..�; BOND BEAM <br />GROUT SOLID FROM <br />70P <br />LINTEL TO TOP OF BOND <br />OF OPENING <br />BEAM, IF FILLED LINTEL. <br />SEE NOTE 5 <br />8x8 PRE -CAST CONCRETE <br />LINTEL W/ (1) #5 BAR (L2) <br />LENGTH Of BAR =WIDTH OU <br />MASONRY <br />OPENING-2' <br />BEAM DESIGNATION <br />OR <br />r� <br />2 <br />8x8 PRE -CAST CONCRETE <br />SCALE: 3l4"=1'-0' <br />LINTEL, W/O STEEL ILI) REFER <br />TO PLAN FOR LOCATIONS <br />...o . <br />PRECAST HEADER(MIN) <br />2x4 (MIN 2 X 3)1-3116 <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 1-11" <br />EMBEDMENT <br />24 (MIN 2 X 3) 2 3116 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. MIN 1.1/4" <br />EMBEDMENT <br />2x8 (MIN 2 X 3) 2-3/16 <br />TAPCON OR DRIVE PIN (MIN <br />SHANK SIZE. 145 MIN HEAD <br />SIZE .300 MIN EMBEDMENT 1 2X4 SOLID BLOCKING <br />114") 8" FROM EACH END AND SECURE TO SHEATHING W/ <br />18" O.C. MAX. MIN 1-1/4° MIN, 2-128 PER BLK EA END <br />EMBEDMENT <br />6" OSB SHEATHING <br />U WALL <br />ARCHWAY FRAMING DETAILS <br />i <br />— <br />SINGLE #5 CORNER <br />BAR, 3Ox'30 TURNED UP <br />OR TURNED DOWN INTO STEEL REINF. OF <br />FILLED CELL BOND. BEAM <br />PROVIDE #5 BAR <br />STEEL REINF. OF AT EACH SIDEOF ELEVATION <br />BOND. BEAM I — — <br />CHANGE CHANGE IN <br />ELEVATION OF BOND BEAM <br />7 SCALE: 3/4"=1'-0' <br />li N. RONALD REAGAN BLVD. <br />LONGWOOD, FL32750 <br />PH: 407-774,6078 <br />FAX: 407-7744078 <br />www.abdeslgngroup.eom <br />AA #: 0003325 A <br />O <br />a <br />a <br />IP <br />unDIv. aLoT:ABBOTT PARK <br />LOT ##8 <br />BLK ##14 <br />PHASE 4C <br />lloJECT# <br />04181.04C-08141 <br />ODEla <br />4EBB <br />"1828-CALI" <br />ARAGE 8VRNG: <br />LEFT <br />PAGE: <br />DETAILS <br />160 MPH EXP. C <br />DA�TIIa 02/07/22 <br />SCALE: 1/4"=l'-0" <br />0113 MT <br />S2.1A <br />