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#5 CORNER BAR W/ 30" LAP FOR EACH <br />COURSE OF BOND BEAM <br />VERTICAL REBAR W/ 10" HOOK —, <br />17'.. <br />#5 BAR <br />CORNER <br />REINFORCING OF BOND BEAM <br />SCALE: 3/4"=l'-0" <br />PLACE STEEL <br />REINFORCING (1-2) <br />AS DEPICTED HEREIN. <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 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 #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. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEEP, <br />OF F = FILLED W/ GROUT <br />U = UNFILLED <br />NOMINAL <br /># OF #5'S, IN 2ND BOND <br />WIDTH <br />BEAM COURSE <br />-16-1T/lm B <br />NOMINAL <br />HEIGHT # OF <br />#VS. TOP <br />IT IS THIS ENGINEER'S INTENT BOND BEAM COURSE <br />THAT XFXX - 1T/1 M/0B INDICATES A DOUBLE BOND BEAM # OF #3S, BOTTOM <br />AND XFXX - 1TIQ= INDICATES A SINGLE BOND BEAM PLACED IN LINTEL <br />IT IS THIS ENGINEER'S INTENT <br />AND XUXX- 1TAM/013 INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED <br />LINTEL <br />AND XUXX- iT/OW013 INDICATES A SINGLE BOND BEAM ABOVE UNFILLED LINTEL <br />WINDOW <br />PRE -CAST :131M" <br />WINDOW °. H <br />SILL Z <br />SLOPE <br />g <br />TYPICAL MASONRY WINDOW <br />SILL CONSTRUCTION <br />TYR E �' r <br />BOND <br />BOND BEAM <br />1#5 <br />TYR B"x16" <br />BOND BEAM ^ <br />8xl6 DBL. BOND F <br />BEAM WI (1) #5 BAR <br />EACHCOURSE <br />Bx8 BOND BEAM <br />V11ON <br />TOP OF <br />W/ (1) #5 BARIREFER <br />.` : BOND BEAM <br />GROUT SOLID FR <br />TOP <br />LINTEL TO TOP O <br />OF OPENING <br />BEAM, IF FILLED <br />SEE NOTE 5 <br />Bx8 PRE -CAST C <br />LINTEL W/ (1) #5 <br />LENGTH OF BAR F <br />MASONRY <br />OPENING -7' <br />BEAM DESIGNATION <br />OR <br />rf <br />8x8 PRE -CAST C <br />L SCALE: 3/4"=l'-0" <br />LINTEL, W/O STEFERTO <br />PLAN FOR LO <br />T— - <br />2x4 (MIN2X3)1-3/16 <br />TAPCON OR DRIVE PIN (MIN <br />SHANK SIZE.145 MIN HEAD <br />SIZE .300 MIN EMBEDMENT 1 <br />114") 8" FROM EACH END AND <br />18"O.C. MAX. MIN 1-1/4" <br />EMBEDMENT <br />2x6 (MIN 2 X 3) 2-3/16 TAPCON <br />OR DRIVE PIN (MIN SHANK <br />SIZE.145 MIN HEAD SIZE .300 <br />MIN. EMBEDMENT 1114")8" <br />FROM EACH END AND 18" <br />O.C. MAX. MIN 1-1/4" <br />EMBEDMENT <br />2x8 (MIN 2X3)2-3116 <br />TAPCON OR DRIVE PIN (MIN <br />SHANK SIZE.145 MIN HEAD <br />SIZE ,300 MIN EMBEDMENT i 2X4 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 BLK. EX END <br />EMBEDMENT <br />OSB SHEATHING <br />WALL <br />ARCHWAY FRAMING DETAILS <br />I— <br />SINGLE #5 CORNER <br />BAR, 30x30 TURNED UP <br />OR TURNED DOWN INTO STEEL REINF. OF <br />FILLED CELL N 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 — sc 4"=,: 4"=1 <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 3275D <br />PH: 407-774.6078 <br />FAX 407.7744078 <br />www.abdosigngroup.com <br />L AA #: 0003325 <br />q <br />p <br />t <br />o <br />CCCyV <br />C <br />� <br />a$ <br />sUDD:v & I.OT: <br />ABBOTT PARK <br />LOT #37 <br />BLK #9 <br />PROJECT# <br />04181.000-37091 <br />MODEL. <br />4EBB <br />"1828—CALF" <br />GARAGE SWING: <br />RIGHT <br />PAGE: <br />DETAILS <br />%160 MPH EXP. C <br />12 <br />D M 06/10/20 <br />sCALM 1/4"=V-0" <br />B*Er" <br />S2.1A <br />