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NOTES TO THE INSPECTOR/CONTRACTOR TYP 8-Z <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 />PLACE STEEL <br />REINFORCING (1-2) 4ETHE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND <br />p -1#5 <br />AS DEPICTED HEREIN. STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST <br />V TWO COURSES ARE BOND BEAMS WITH A 05 BAR IN EACH COURSE. TYP. 8"z16" <br />BAR 30" <br />It <br />S. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM BOND BEAM <br />O� COURSE OF BOND BEAM IS OMITTED AND A LINTEL IS PLACED. THE STEEL <br />95 CORNER W/ LAP FOR EACH <br />COURSE OF BOND BEAM <br />IN FORLINTEHE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE 1#5 <br />/ TOP OFT <br />gg <br />/ A � F <br />10, 8. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEEP. y8x16 <br />VERTICAL REBAR W/ 10" HOOK <br />4 <br />DBL. TOP OF <br />#5 BAROND <br />BEAM W/ BOND BEAM <br />P��� <br />(B <br />6 EACH COURSE <br />BYO <br />• LNG 8xB BOND BEAM TOP OF <br />• W/ (1) #5 BAR BOND BEAM <br />OY�� <br />/ GROUT <br />30" TYPICAL <br />.(�.0� U UNFILLEDFILLED <br />GROUT SOLID FROM TOP <br />BYO NOMINAL LINTEL TO TOP OF BOND OF OPENING <br />WIDTH //�� # OF #5'S, IN 2ND BOND BEAM <br />BEAM COURSE <br />#5 BAR IN BOND BEAM <br />SEE NOTE 5 <br />6-1 T/1 M/ B LIx8 PRENTEL W/(T C <br />S #5 BARONCRL2 E <br />NOMINAL LENGTH OF BAR = WIDTH OF MASONRY <br />CORNER <br />QQ' HEIGHT # OF #5'S, TOP <br />8 OPENING - 2" <br />BOND BEAM COURSE OR 2 BEAM DESIGNATION <br />REINFORCING OF BOND BEAM <br />IT IS THIS ENGINEER'S INTENT # OF #5'S, BOTTOM 8x8 PRE -CAST CONCRETE <br />1 <br />THAT XFXX-1T/iM/OB INDICATES A DOUBLE BOND BEAM PLACED IN LINTEL LINTEL, W/O STEEL(Ll) REFER <br />SCALE: 3/4"=1'-0" <br />AND XFXX - IT/OM/GB INDICATES A SINGLE BOND BEAM TO PLAN FOR LOCATIONS TOP <br />OF OENING <br />PRECAST HEADER(MIN) <br />2x4 (MIN 2 X 3) 1-0/16 <br />SINGLE BOND BEAM <br />TAPCON OR DRIVE PIN (MIN <br />AT HIGHER ELEVATION <br />SHANK SIZE.145 MIN HEAD <br />WINDOW <br />SIZE .300 MIN 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 />#5 BAR BENT <br />ASSHOWN <br />Six, <br />2x6APCON <br />(MIN2X3)MINS <br />PRE -CAST = <br />SHANK <br />OR DRIVE PIN (MIN SHANK <br />OR <br />WINDOW <br />SILL <br />SIZE.145 MIN HEAD SIZE -300 <br />MIN EMBEDMENT 1 1/4'I8" <br />- SLOPE <br />FROM EACH END AND 18" <br />N 1-i/4" <br />EMBEDMENT <br />0 <br />_ <br />2.8 (MIN 2 X 3) 2.9/16 <br />TAPCON OR DRIVE PIN (MIN <br />OPEN FACE SHELqlN <br />SHANK SIZE.145 MIN HEAD <br />AS TO ALLOW BE <br />SIZE .300 MIN EMBEDMENT 1 2X4 SOLID BLOCKING <br />BAR TO BE PLACE <br />1/41 8" FROM EACH END AND SECURE TO SHEATHING W/ <br />UPPERANDLOWE#5 MIN, REQUIRED IN <br />18" O.C. MAX. MIN 1-1/4" MIN. 2-12d PER BLK. EA. END <br />BOND BEAM <br />EACH CELL HOOKED IN <br />EMBEDMENT <br />TOP BOND BEAM W! <br />7/16" OSB SHEATHING <br />STANDARD ACT HOOK <br />TYPICAL MASONRY WINDOW <br />CMU WALL <br />SILL CONSTRUCTION <br />CORNER BARS <br />ARCHWAY FRAMING DETAIL <br />AT CORNER STEP <br />SCALE: 3!4"=1'-0" <br />PROVIDE 3" DIA. HOLE IN <br />LINTEL 60 THAT VERT. <br />REINF. BAR CONTINUES <br />THROUGH LINTEL. <br />I <br />SINGLE #5 CORNER <br />t\ <br />BAR, 3OX30 TURNED UP <br />OR TURNED DOWN INTO STEEL REINF. OF <br />ELF <br />P <br />FILLED CELL BOND. BEAM <br />a <br />II I II <br />I u <br />II <br />I�8x8 <br />II <br />CMU PIER <br />PROVIDE 15 BAR <br />W/ SINGLE OR DOUBLE REINF. SARIS), <br />AT EACH SIDE <br />SEE PLAN. <br />II / <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 BLVD. <br />LONG WOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX: 407-7744078 <br />www.abdesigngroup.com <br />AA >'OW3325 <br />W <br />v <br />m <br />0 <br />m <br />Q <br />ti <br />O <br />SUHDIV: & M <br />SILVERADO <br />LOT 3 <br />BLK 11 <br />PROJECT# <br />04128.001-03111 <br />MODEL- <br />4EHB <br />"2605- HAYDEN" <br />GARAGE SITMG: <br />RIGHT <br />PAGE: <br />DETAILS <br />150 MPH EXP. B <br />ARCFATECT- <br />ST OF <br />]DATE: 08/16/18 <br />scALE: 1/4"=1'-0" <br />SHEET <br />S2.1A <br />