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#5 CORNER BAR W/ 30" LAP FOR EACH <br />COURSE OF BOND BEAM <br />VERTICAL REBAR W/ 1a' HOOK <br />30" TYPICAL <br />#5 BAR IN BOND BEAM <br />CORNER <br />REINFORCING OF BOND BEAM <br />SCALE: 3/4"=l'-0" <br />NOTES TO THE INSPECTOR/CONTRACTOR TYP 8'k6' <br />1. PLACE UNTEL ACROSS TOP OF OPENING. BOND BEAM 1#5 <br />2IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL <br />i PLACE STEEL PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING * <br />OF REINFORCING (1-2) 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. TYP. 8k1&' €p <br />5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM BOND BEAM <br />OJT / COURSE OF BOND BEAM IS OMITTED AND A LINTEL IS PLACED, THE STEEL 1 <br />REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE <br />TOP OF THE LINTEL a„ , <br />/ pvAg�p 6. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 18" DEEP, <br />OND TOP <br />/ � BEAM W/ (B #5 BAR BOND BEAM q- <br />\0��, g EACH COURSE <br />G Sx8 BOND BEAM T P OF <br />W/(1)05 BAR .y BOND BEAM <br />F =FILLED W/ GROUT <br />q\AN U =UNFILLED GROUT SOUR FROM TOP <br />NOMINAL LINTEL TO TOP OF BOND OF OPENING <br />WIDTH #OF#CS, IN E BOND BEAM <br />BEAM COURSE <br />� SEE NOTE 5 <br />A\��GO 16-1 T/1 M/ B 8x8 PRE -CAST CONCRETE <br />NOMINAL —� LINTELW/(1)#5BAR(12) MASONRY <br />LENGTH OF BAR =WIDTH OF <br />0P� HEIGHT #OF#s'S,TOP OPENING-2 BEAM DESIGNATION <br />BOND BEAM COURSE OR <br />IT IS THIS ENGINEER'S INTENT #OF #5'S, BOTTOM BxB PRE CAST CONCRETE <br />THAT XFXX-1T/1M/0B INDICATES A DOUBLE BOND BEAM PLACED IN LINTEL LINTEL, W/O STEEL (Li) REFER <br />AND XFXX-1T/0M/0B INDICATES A SINGLE BOND BEAM TO PLAN FOR LOCATIONS T P <br />OF OPENING <br />PRECAST HEADER(MIN) <br />ZA (MIN 2 X 3)13/16 <br />SINGLE BOND BEAM <br />TAPCON OR DRIVE PIN (MIN <br />AT HIGHER ELEVATION <br />. 145 MIN HEAD <br />WINDOW <br />SIZE.3001 MEN EMBEDMENT 1 <br />SINGLE BOND BEAM <br />1/4") 8" FROM EACH END AND <br />AT LOWER ELEVATION <br />18" O.C. MAX. MIN 1-1/4" <br />EMBEDMENT <br />05 BAR BENT <br />AS SHOWN <br />3 <br />2x6 (MIN 2 X 3) 2-W16 TAPCON <br />.� tom„ <br />PRE -CAST a <br />OR DRIVE PIN (MIN SHANK <br />WINDOW E <br />SIZE.145 MIN HEAD SIZE .300 <br />SILL <br />MIN EMBEDMENT 1 114') 8' <br />o SLOPE <br />FROM EACH END AND 16' <br />1-1/4" <br />EMBE <br />EMBEDMENT <br />4 <br />2x8 (MIN 2X 3)23/18 <br />TAPCON OR DRIVE PIN (MIN <br />OPEN FACE SHELL SO <br />SHANK SIZE.145 MIN HEAD <br />AS OALLOW BENT <br />2X4 SOLID BLOCKING <br />E3 FROM <br />TBE PLA ED IN <br />BAR O <br />11/4'8 EACH END AND SECURE TO SHEATHING W/ <br />/7/lU'OSB <br />UPPER AND LOWER <br />#5 MIN. REQUIRED IN <br />18' O.C. MAX. MIN 1-1/4" MIN. 2-12d PER BLK, EA. END <br />VCMU.LL <br />BOND BEAM <br />EACH CELL HOOKED IN <br />EMBEDMENT <br />TOP BOND BEAM W/ <br />SHEATHING <br />STANDARD ACI HOOK <br />TYPICAL MASONRY WINDOW <br />SILL CONSTRUCTION <br />CORNER BARS <br />ARCHWAY FRAMING DETAIL <br />AT CORNER STEP <br />BDALE:,,2=,'� <br />5 SCALE: 3/4"=14" <br />3 _ <br />v <br />PROVIDE 3" DIA HOLE IN <br />LINTEL SO THAT VERT. <br />REINF. BAR CONTINUES <br />THROUGH LINTEL. <br />I <br />SINGLE #5 CORNER <br />BAR, 3OX30 TURNED UP <br />9 rA CEO <br />I I <br />OR TURNED DOWN INTO STEEL REINF. OF <br />I) / <br />FILLED CELL BOND. BEAM <br />8x8 CMU PIER <br />PROVIDE #5 BAR <br />W/ SINGLE OR DOUBLE REINF. SARIS), <br />AT EACH SIDE <br />SEE PLAN. <br />I I / <br />STEEL REINF. OF OF ELEVATION <br />ENSURE THAT PIER GROUTS BENEATH <br />BOND. BEAM CHANGE <br />LINTEL. <br />CHANGE IN <br />ELEVATION OF BOND BEAM <br />SINGLE LINTEL, MULTIPLE OPENINGS <br />1441 N. RONALD REAGAN BI <br />LONGWOOD,FL32750 <br />PH: 407-774-6078 <br />FAX: 407-7744078 <br />W WwAbdB81g11groupCOm <br />AA #: 0003325 <br />aysaiv de LOT: <br />SILVERADO <br />LOT #6 BLK #11 <br />PROJECT* <br />04128.001-06111 <br />MOnEIA <br />4EJB <br />"2807—ELLE" <br />GARAGE awarG: <br />LEFT <br />PAGE: <br />DETAILS <br />50 MPH EXP. <br />D = 8/17/18 <br />aCAr, E: 1/4"=V-0" <br />8*mzT <br />S2.1A <br />