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NOTES TO THE INSPECTOR/CONTRACTOR TYR gke" ,#5 <br />,. PLACE LINTEL ACROSS TOP OF OPENING. <br />BOND BEAM <br />2IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL. <br />I <br />PLACE STEEL PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING *�c <br />YO REINFORCING (1-2) 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND <br />AS DEPICTED HEREIN. <br />a6� 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 8'k16" i0 <br />0:�1115 <br />5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM BOND BEAM <br />#5 CORNER BAR W/ 30" LAJ-CH <br />J�FIP / <br />O COURSE OF BOND BEAM IS OMITTED AND A LINTEL IS PLACED. THE STEEL <br />1#5 <br />COURSE OF BOND BEAM <br />/ REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE <br />TOP OF THE LINTEL. <br />/ A° 8" <br />6. UNO COMPOSITE MASONRY BEAM IS 70 BE NOT LESS THAN 16" DEEP. X�F <br />� <br />VERTICAL REBAR W/ 10" H <br />�\\A'�O <br />p05� fT�� 8x16 DBL. BOND TOP OF <br />BEAM W/(1)#5 BAR BOND BEAM <br />9 EACH COURSE <br />•\O <br />G 8x8 BOND BEAM TOP OF <br />•\� W/(1)#5 BAR .�: BOND BEAM <br />30' TYPICAL <br />F = FILLED W/ GROUT <br />I .�0� U =UNFILLED GROUT SOLID FROM TOP <br />�T1\O NOMINAL LINTEL TO TOP OF BOND OF OPENING <br />WIDTH # OF #5'S, IN 2ND BOND BEAM, IF FILLED LINTEL. <br />#5 BAR IN BOND BEAM <br />BEAM COURSE <br />SEE NOTE 5 <br />��{/J// /— <br />8x8 PRECAST CONCRETE <br />16-1 T/1 <br />IYI/ <br />NOMINAL�� LINTEL W!(1)#S BAR (L2) <br />8� _ WIDTH OF MASONRY <br />HEIGHT # OF #6'S, TOP OPENING <br />CORNER <br />ITISTH#SENGNEERSINTENT BOND BEAM COURSE OR BEAM DESIGNATION <br />THAT XFXX-1T/1 MODS INDICATES A DOUBLE BOND BEAM #OF#VS, BOTTOM 8x8 PRECAST CONCRETE SCALE: 3l4"=t'-0 <br />REINFORCING OF BOND BEAM <br />ANDXFXX-iT/OMpB INDICATES A SINGLE BOND BEAM PLACED IN LINTEL LINTEL W/O STEEL(LI) REFER <br />SCALE: 3W=,'-0" <br />IT IS THIS ENGINEERS INTENT TO PLAN FOR LOCATIONS <br />AND XUXX-1TAMIOB INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED TOP <br />LINTEL OF OPENING <br />AND XLM - 1TNM,08 INDICATES A SINGLE BOND BEAM ABOVE UNFILLED LINTEL <br />PRECAST HEADER(MIN) <br />2x4 (MIN 2 X 3)1-3/16 <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') W FROM EACH END AND <br />AT LOWER ELEVATION <br />15' O.C. MAX. MIN IAA <br />_ <br />EMBEDMENT <br />#5 BAR BENT <br />AS SHOWN <br />3 <br />2X6 (MIN 2 X 3) 2-3/16 TAPCON <br />_� 1X' <br />PRECAST <br />OR DRIVE PIN (MIN SHANK <br />WINDOW <br />SIZE.145 MIN HEAD SIZE .300 <br />SILL <br />MIN EMBEDMENT 1 114")8" <br />- SLOPE <br />FROM EACH END AND 18" <br />O.C. MAX. MIN 1-14' <br />O• <br />EMBEDMENT <br />2x8 (MIN 2X 3)2J/16 <br />TAPCON OR DRIVE PIN (MIN <br />OPEN FACE SHELL SO <br />SHANK SIZE.445 MIN HEAD <br />AS TO ALLOW BENT <br />SIZE .300 MIN EMBEDMENT 1 2X4 SOLID BLOCKING <br />BAR TO BE PLACED IN <br />1/4") W FROM EACH END AND SECURE TO SHEATHING W/ <br />UPPER AND LOWER <br />#5 MIN. REQUIRED IN <br />18" O.C. MAX. MIN 1-1/4" MIN. 2-12tl 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 ACI HOOK <br />TYPICAL MASONRY WINDOW <br />CMU WALL <br />SILL CONSTRUCTION <br />CORNER BARS <br />4 <br />ARCHWAY FRAMING DETAIL <br />AT CORNER STEP <br />3 <br />\�K� �`yI <br />PROVIDE 3' OIA HOLE IN <br />LINTEL SO THAT VERT. <br />REINF. BAR CONTINUES <br />THROUGH LINTEL. <br />� I <br />> I <br />SINGLE#6 CORNER i <br />BAR, 3OX30 TURNED UP <br />OR TURNED DOWN INTO STEEL REINF. OF <br />FILLED CELL I OND. BEAM <br />8x8 CMU PIER <br />PROVIDE #5 BAR <br />W/ SINGLE OR DOUBLE REINF. BAR(S), <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 />7 <br />SCALE: 314"=l'-0" <br />SINGLE LINTEL, MULTIPLE OPENINGS <br />A A C N I T E C T A <br />6 <br />Groi n <br />441 N. RONALD REAGAN BLV <br />LONGWOOD, FL32750 <br />PH: 407-7746078 <br />FAX: 407-774-4078 <br />www.abdeslipgroup.com <br />AA #: 0003325 <br />DRAFnNG BY: <br />A.B. DESIGN GROUP <br />DRAFTING INC. <br />5438 BEAUMONT CENTER BLVD. <br />SUITE 1004 <br />TAMPA, FLORIDA 33634 <br />PH: 813 IM2628 <br />FAX 81341186.2802 So <br />11111111111 <br />9UNDIV ee <br />SILVERADO <br />LOT# 1 <br />BLK# 16 <br />PROJEC-P# <br />03719.000-01161 <br />MODEIa <br />2795—CAMDEN <br />GARAGE SWING: <br />RIGHT <br />PAGE: <br />DETAILS <br />15 MP EXP. B <br />