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NOTES TO THE INSPECTOR/CONTRACTOR <br />1. PLACE LINTEL ACROSS TOP OF OPENING. <br />TYP. U9K6' 1iS <br />2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL. <br />BOND BEAM <br />3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING <br />\,\ PLACE STEEL HEIGHT. <br />OF REINFORCING (1-2) 4, THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND <br />AS DEPICTED HEREIN. <br />1#F' <br />NG� 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 />TYP. 8'xt6' �p <br />5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM <br />of / COURSE OF BOND BEAM IS OMITTED AND A LINTEL IS PLACED. THE STEEL <br />BOND BEAM <br />#5 CORNER BAR W/ 30' LAP FOR EACH <br />COURSE OF BOND BEAM <br />REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE <br />/ TOP OF THE LINTEL. <br />1#5 <br />/ �\k� 6. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN le'DEEP. <br />* 8 <br />VERTICAL REBAR W/ 1V' HOOK <br />PO F� Bx16 DEL. BOND TOPBEAM O <br />2 BAR BOND BEAM <br />9 e�� EACH COURSE <br />•\Q�� <br />G 8x8 BOND BEAM TOP OF <br />• W/(1)#5 BAR .�'. BONO BEAM <br />30" TYPICAL <br />�GQrG�\� <br />F = FILLED W/ GROUT <br />I .\\AG U = UNFILLED GROUT SOLID FROM <br />TOP <br />fl\� NOMINAL LINTEL TO TOP OF BOND <br />OF OPENING <br />WIDTH # OF #5'S, IN 2ND BOND BEAM, IF FILLED LINTEL. <br />—BEAM <br />#5 BAR IN BOND BEAM <br />COURSE <br />SEE NOTE 5 <br />��//// <br />16-1T/118x8 PRE -CAST CONCRETE <br />LINTEL W/(1)#5BAR(L2) <br />P05EF�EL NOMINAL—�� <br />LENGTH OF BAR = WIDTH OF <br />7#0E <br />MASONRY <br />CORNER <br />QF HEIGHT # OF #5'S, TOP <br />g OPENING-2' <br />T I$ THIS ENGINEER'S INTENT BOND SEAM COURSE OR �� <br />BEAM DESIGNATION <br />REINFORCING OF BOND BEAM <br />THAT XFXX-iT/lWW INDICATES ADOUSLE BONDBEANI #5'S BOTTOM 8.8 PRE-CAST,L <br />AND XFXX- 1TO" INDICATES A SINGLE BOND BEAM <br />SCALE: 3/4"=T-0" <br />1 <br />PLACED IN LINTEL LINTEL, W/O STEEL(Lt)REFER <br />IT IS THIS ENGINEERS INTENT <br />SCALE: 3/4"=1'-0" <br />TO PLAN FOR LOCATIONS <br />AND XUXX - iT/iM/OB INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED T� <br />LINTEL OF OPENING <br />AND XUXX-iT/0M,DB INDICATES A SINGLE BOND BEAM ABOVE UNFILLED LINTEL <br />PRECAST HEADER(MIN) <br />2x4 (MIN 2 X 3)1-3/16 <br />SINGLE FOND BEAM <br />TAPCON OR DRIVE PIN (MIN <br />AT HIGHER ELEVATION <br />SHANK SIZE.145 MIN HEAD <br />WINDOW <br />SIZE .300 IN EMBEDMENT 1 <br />SINGLE BOND BEAM <br />1/4") 8" FROM EACH END AND <br />AT LOWER ELEVATION <br />18" O.C. MAX. MIN 1-114' <br />EMBEDMENT <br />#5 BAR BENT <br />AS SHOWN <br />a 3 ,A,„ <br />PRECAST .4 <br />2x6 (MIN 2 X 3) 2-3116 TAPCON <br />OR DRIVE PIN (MIN SHANK <br />WINDOW <br />SIZE.145 MIN HEAD SIZE .300 <br />SILL <br />MIN EMBEDMENT 1 1/4") 8" <br />- SLOPE <br />FROM EACH END AND 18" <br />70" <br />N 1-1/4" <br />'L6 <br />m <br />EMBEDMENT <br />�i <br />2x8 (MIN 2 X 3) 23/16 <br />TAPCON OR DRIVE PIN (MIN <br />OPEN FACE SHELL SO <br />SHANK SIZE.145 MIN HEAD <br />AS TO ALLOW BENT <br />SIZE .300 MIN EMBEDMENT 1 <br />2X4 SOLID BLOCKING — <br />BAR TO BE PLACED IN <br />1/4" 8" FROM EACH END AND <br />SECURE TO SHEATHING W/ <br />UPPER AND LOWER <br />#5 MIN. REQUIRED IN <br />1a, O.C. MAX. MIN 1-114" <br />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 ACI HOOK <br />TYPICAL MASONRY WINDOW <br />CMUWALL <br />SILL CONSTRUCTION <br />CORNER BARS <br />�4 ---- <br />ARCHWAY <br />FRAMING DETAIL <br />AT CORNER STEP <br />6CA� , 2=,,�• <br />3 <br />SCALE: 3/4„=1'-0" <br />PROVIDE 3" DIA. HOLE IN <br />LINTEL $O THAT VERT. <br />REINF. BAR CONTINUES <br />THROUGH LINTEL. <br />> I <br />- <br />SINGLE #5 CORNER <br />BAR, 30x30 TURNED UP <br />OR TURNED DOWN INTO STEEL REINF. OF <br />FILLED CELL BOND. SEAM <br />II <br />II <br />X <br />MAR 0 <br />ER <br />DOUBLE REINF BAR(5), <br />PROVIDE #5 BAROR <br />AT EACH SIDE <br />STEEL REINF. OF OF ELEVATION <br />ENSURE THAT PIER GROUTS BENEATH <br />BOND. BEAM CHANGE <br />LINTEL. <br />CHANGEIN <br />ELEVATION OF BOND BEAM <br />7 <br />SCALE: 3/4"=1'lY' <br />SINGLE LINTEL, MULTIPLE OPENINGS <br />6 SCALE: 3/4"=1'-d' <br />A R C N IT E C T t <br />GrouSo <br />41 N. RONALD REAGAN BL\ <br />LONGWOOD,FL32750 <br />PH: 407-774.6078 <br />FAX: 407-774-4078 <br />www.abdesigngroup.com <br />AA #: 0003325 <br />Hamm, <br />BUBDM & I <br />SILVERADO <br />LOT #11 <br />BLK #15 <br />PROJECT/ <br />03719.001-11151 <br />MODEU <br />"2045-L4NTANA" <br />GARAGE STIMG: <br />RIGHT <br />PAGE: <br />DETAILS <br />5 M H <br />