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NOTES TO THE INSPECTOR/CONTRACTOR <br />TYR 8"x8 <br />1. PLACE LINTEL ACROSS TOP OF OPENING. BOND BEAM 15 <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 />v PLACE STEEL HEIGHT. <br />OF REINFORCING (L2) 4. THE LAST COURSE WILL BE A BOND BEAM WITH BAR CONTINUOUS AROUND <br />(1)#5 <br />acl AS DEPICTED HEREIN. STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST 1#5 <br />io <br />TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE. TYR B"x16"5. <br />SHOULD THE COINCIDE WITH A INTEL THESOTEEOM BOND BEAM _ <br />BONDED <br />#5 CORNER BAR W/ 30" LAP FOR EACH <br />pJ� COURSE OF BOND BREAM IS OM AND A LINTEL ISPM LACED. THE <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 \C\•�Q 6. LIND COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEEP. <br />VERTICAL REBAR W/ 10" HOOK <br />, <br />p$5' FrG� 8xi6 DBL BOND TOP OF <br />BOND BEAM <br />EACH COURSE <br />/ ,��•� 0 Q�E BEAM W/ (1) #5:01—O—PE:NING <br />•\Q <br />Sz8 BOND BEAM TOP OF <br />•�\ W/(1)#5 BAR .y: BOND BEAM <br />30° TYPICAL <br />1 F =FILLED W/GROUT <br />I\ �\\p� U =UNFILLED GROUT SOLID FROM OP <br />.p1\� NOMINAL LINTEL TO TOP OF BOND <br />WIDTH #OF #5'S, IN 2ND BOND BEAM, IF FILLED LINTEL.BEAMCOURSE#5 <br />BAR IN BOND BEAM <br />E NOTE 5 <br />CONCRETE <br />16-1 T/1 <br />LINTEL WJ(1 #S (l2)E <br />LENGTH OF BAR=WIDTH OF MASONRY <br />PQ�EF�IGFNiT� <br />OF #s'S TOP <br />0 OPENING - 2" <br />CORNER <br />IT IS THIS ENGINEER'S INTENT BQND BEAM COURSE OR 2 BEAM DESIGNATION <br />THAT XFXX-17f1 MroB INDICATES ADOUBLE BOND BEAM #OF #5'S, BOTTOM BXB PRE CAST CONCRETE SCALE:34"=1'0 <br />(DEREEINNFORCING OF BOND BEAM <br />AND %FXX- iTNWoB INDICATES A SINGLE BOND BEAM PLACED IN LINTEL LINTEL, WIO STEEL (LI) REFER <br />THIS <br />SCALE: 3(4"=1'-0" <br />IT IS ENGINEER'S INTENT TO PLAN FOR LOCATIONS <br />AND XUXX - 1TIIMMB INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED TOP <br />LINTEL OF OPENING <br />AND XUXX-1T/OMMB INDICATES A SINGLE BOND BEAM ABOVE UNFILLED LINTEL <br />PRECAST HEADER(MIN) <br />SINGLE BOND BEAM <br />2x4 (MIN 2 X 3)1-3/16 <br />AT HIGHER ELEVATION <br />TAPCON OR DRIVE PIN (MIN <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 />AS SHOWN <br />3 <br />2x6 (MIN 2 X 3) 2J/16 TAPCON <br />., 1 w, <br />PRE -CAST -.a <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 />7 fD <br />O.C. MAX. MIN 1-114" <br />O ' `L <br />EMBEDMENT <br />R <br />2x8 (MIN 2 X 3) 2-3116 <br />VE <br />TAPCON ORPIN (MIN <br />OPEN FACE SHELL SO <br />SHANK S ZE.D 5I 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") 8" 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. 2-12d PER ELK. EA. END <br />VCMUWALL <br />BOND BEAM <br />EACH CELL HOOKED IN <br />EMBEDMENT <br />TOP BOND BEAM W/ <br />7/16" OSB SHEATHING <br />STANDARDACIHOOK <br />TYPICAL MASONRY WINDOW <br />�1 SILL CONSTRUCTION <br />CORNER BARS <br />"=1-0" <br />ARCHWAY FRAMING DETAIL <br />AT CORNER STEP <br />SCALE: 1 1/2 <br />5 <br />3 <br />SCALE: 3/4"=1'-O" <br />( PROVIDE Y DIA. HOLE IN <br />LINTEL SO THAT VERT. <br />REINF. BAR CONTINUES <br />THROUGH LINTEL. <br />I <br />.1 I I <br />> <br />- <br />I <br />SINGLE #5 CORNER <br />BAR, 30x30 TURNED UP <br />OR TURNED DOWN INTO STEEL REINF. OF <br />FILLED CELL BOND. BEAM <br />II i II � <br />I�8z8 <br />II <br />CMU PIER <br />PROVIDE #5 BAR <br />W/ SINGLE OR DOUBLE REINF. BAR(S), <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 />V SCALE: <br />A R C N I T R C T a <br />0 V�7I <br />Groin <br />Al N. RONALD REAGAN BL% <br />LONGWOOD, FL32780 <br />PH: 407-774-6078 <br />FAX: 407-7744078 <br />www.abdesigngfoup.com <br />AA M 0003326 <br />4 <br />V <br />C1 <br />ti <br />1 <br />aysan►. ae LOT: <br />SILVERADO <br />LOT #1 <br />BLK #18 <br />PROJECT# <br />03719.000-01182 <br />MODEZA <br />°2045-LANTANA" <br />GARAGE OWMG: <br />LEFT <br />PAGE: <br />DETAILS <br />150 MPH ER. B <br />