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NOTES TO THE INSPECTOR/CONTRACTOR TYP. U5K6' 1 <br />1. PLACE LINTEL ACROSS TOP OF OPENING. 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 />�SFY PLACE STEEL HEIGHT. <br />OPT' REINFORCING (L2) 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND <br />AS DEPICTED HEREIN. 1` <br />6a6M 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. TYR 8k16" <br />5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM BOND BEAM <br />#5 CORNER BAR W/ 30" LAP FOR EACH <br />COURSE OF / S PLACED. THE STEEL <br />EAM IS OMITTED AND A LINTEL IBE <br />COURSE OF BOND BEAM <br />/ 1#5 <br />REINFORCINGFORND E BOTTOM BEAM S TO CONTINUOUS THROUGH THE <br />TOP OF THE LINTEL. <br />n 6. LINO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEEP. ' B <br />� <br />VERTICAL REBAR W/ 10' HOOK <br />��a <br />/ M �O <br />6x16 BOND TOP OF <br />DBL <br />BEAM W/(1)#S BAR BOND BE <br />EACH COURSE <br />• <br />8x8 BOND BEAM TOP OF <br />• WI(1)#5 BAR BOND BOND BEAM <br />30" TYPICAL <br />pOpF=FILLED W/GROUT <br />I 4"O U = UNFILLED GROUT SOLID FROM TOP <br />NOMINAL LINTELTO TOP OF BOND OF OPENING <br />WIDTH F #5'S, IN E BONDBEAM, IF FILLED LINTEL.#5 <br />BEAM COURSE�C#o <br />BAR IN BOND BEAM <br />SEE NOTE 5n <br />PRE -CAST CONCRETE <br />16-1 T/1B <br />NOMINAL—�� LINTEL W/(1)#58x8 <br />e LENGTH OF BAR WIDTH OF MASONRY <br />CORNER <br />HEIGHT #OF#5'S,TOP OPENING-7 BEAM DESIGNATION <br />IT IS THIS ENGINEER'S INTENT BOND BEAM COURSE OR <br />THAT XFXX-1T/1MgBINDICATES ADOUBLE BOND BEAM #OF #5'S, BOTTOM BxB PRE CAST CONCRETE <br />REINFORCING OF BOND BEAM <br />1 <br />AND XFXX- 7TgMg8 INDICATES A SINGLE BOND BEAM PLACED IN LINTEL LINTEL, W/O STEEL (L1) REFER <br />SCALE: 3/4"=T-0' <br />I7IS THIS ENGINEER'S INTENT TO PLAN FOR LOCATIONS <br />AND XUXX-1TAM/08 INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED T P <br />LINTEL OF OPENING <br />AND XUXX -1 TAM/GB INDICATES A SINGLE BOND BEAM ABOVE UNFILLED LINTEL <br />PRECAST HEADER(MIN) <br />SINGLE BOND BEAM <br />2x4 (MIN 2 X 3) <br />AT HIGHER ELEVATION <br />DRIVE P <br />TAPCON OR DRIVE PIN (MIN <br />WINDOW <br />SHANK SIZE.145 MIN HEAD <br />SINGLE BOND BEAM <br />SIZE .300 MIN EMBEDMENT 1 <br />AT LOWER ELEVATION <br />1/4") 8" FROM EACH END AND <br />_ <br />18" O.C. MAX. MIN 1-1/4" <br />#5 BAR BENT <br />AS SHOWN <br />PRE -CAST ' 19' <br />EMBEDMENT <br />24 (MIN 2 X 3) 2-3/16 TAPCON <br />WINDOW <br />SILL <br />OR DRIVE PIN (MIN SHANK <br />SIZE.145 MIN HEAD SIZE .300 <br />- SLOPE <br />MIN EMBEDMENT 1 1/4") 8" <br />FROM EACH END AND 16" <br />O.C. MAX. MIN 1-14' <br />EMBEDMENT <br />§ <br />2x8 (MIN 2 X 3)2J/16 <br />OPEN FACE SHELL SO <br />TAPCON OR DRIVE PIN (MIN <br />AS TO ALLOW BENT <br />SHANK SIZE.145 MIN HEAD <br />13AR TO BE PLACED IN <br />SIZE .300 MIN EMBEDMENT 1 2X4 SOLID BLOCKING <br />UPPER AND LOWER <br />#5 MIN. REQUIRED IN <br />1/4") 8" FROM EACH END AND SECURE TO SHEATHING W/ <br />17116'OSB <br />BOND BEAM EACH CELL HOOKED IN <br />O.C. MAX. MIN 1-114" MIN, 2-12d PER BLK. EA. END <br />VCMUWAUL <br />TOP BOND BEAM W/ <br />EMBEDMENT <br />EMBEDMENT <br />STANDARD ACI HOOK <br />TYPICAL MASONRY WINDOW <br />SHEATHING <br />SILL CONSTRUCTION <br />CORNER BARS <br />AT CORNER STEP <br />ARCHWAY FRAMING DETAIL <br />C <br />PROVIDE 3" OIA. HOLE IN <br />LINTEL SO THAT VERT. <br />REINF. BAR CONTINUES <br />THROUGH LINTEL <br />I <br />,% I i <br />- <br />i <br />SINGLE #5 CORNER <br />BAR, 3Ox30 TURNED UP <br />STEEL REINF. OF <br />OR TURNED DOWN INTO <br />II / <br />FILLED CELL BOND. BEAM <br />QF <br />II i II <br />- <br />II I� <br />Ju <br />Bx8 CMU PIER <br />PROVIDE #5 BAR <br />W/ SINGLE OR DOUBLE REINF. SARIS), <br />AT EACH SIDE <br />SEE PLAN. <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 />7 <br />SCALE 3/4"=1'-D' <br />SINGLE LINTEL, MULTIPLE OPENINGS <br />6 <br />SCALE: 3/4"=1'-lY' <br />d N. RONALD REAGAN BL <br />LONGWOOD, FL32750 <br />PH: 407-774-6078 <br />FAX: 407-7744078 <br />www.abdosigngroup.com <br />AA #: 0003328 <br />F <br />A <br />a <br />2 <br />SUDDIV. ae LOT: <br />ABBOTT PARK <br />LOT# 28 <br />BLK. 12 <br />PROJEC"' <br />04181.000-28121 <br />MODEL <br />3EAB <br />"1504- ALLEX" <br />GARAGE BVIING: <br />RIGHT <br />PAGE: <br />DETAILS <br />16 PH EA C <br />