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NOTES TO THE INSPECTOR/CONTRACTOR TYP.8'x6" <br />1. PLACE LINTEL ACROSS TOP OF OPENING, BOND BEAM 1#5 <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 />,<F?- PLACE STEEL HEIGHT. <br />J" REINFORCING (1-2) <br />4. THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND <br />AS DEPICTED HEREIN, STRUCTURE. A DOUBLE BEAM MAY BE SPECIFIED THAT <br />BOND SO THEN THE LAST <br />ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE. TYP. 6k,6'5. <br />v#5TWOCOURSES <br />SHOULD THE DOUBLE BOND BEAMCOINCIDE WITH A LINTEL THE BOTTOM BONDBEAM#5 <br />CORNER BAR W/ 36' LAP FOR EACHCOURSE <br />OF BOND BEAM IS OMITTED AND A LINTEL IS PLACED. THE STEEL <br />#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 />6. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16' DEEP. o <br />VERTICAL REBAR W/ 10" HOOK <br />�N� <br />P8 � 8x16 DBL BOND TOP OF <br />BEAM W/(1)1l6 BAR BOND BEAM <br />EACH COURSE <br />• <br />8x8 BONG SEAM 70p OF <br />• ��G W/(1)#5 BAR .L: BOND BEAM <br />w�� <br />S�OF o� F=FILLED W/GROUT <br />�p U =UNFILLED GROUT SOLID FROM TOP <br />NOMINAL LINTEL TO TOP OF BOND OF OPENING <br />//��# OF #5'S, IN 2ND BOND <br />WIDTH BEAM, IF FILLED LINTEL. <br />/ BEAM COURSE <br />#5 BAR IN BOND BEAM <br />SEE NOTE 5 <br />.1 <br />V 16-1 T/1 M/ B 8x8 PRECAST CONCRETE <br />gO <br />PBS4E0. LINTEL W/ (1) #5 BAR (L2) <br />g <br />LENGTH OF BAR =WIDTH OF <br />e NOMINAL MASONRY <br />CORNER <br />HEIGHT # OF #5'S, TOP <br />OPENING-7I7 IS THIS ENGINEER'S INTENT BOND BEAM COURSE OR 2 BEAM DESIGNATION <br />REINFORCING OF BOND BEAM <br />THAT XFXX-1T11M/08 INDICATES A DOUBLE BOND BEAM #OF #5'S, BOTTOM 8x8 PRE -CAST CONCRETE SCALE: 3/4'=1'-0 <br />1 <br />AND XFXX- 1T/OM10B INDICATES SINGLE BOND BEAM PLACED IN LINTEL LINTEL, W/O STEEL (L1) REFER <br />IT IS THIS ENGINEER'S INTENT <br />SCALE: 3/4"=1'i7' <br />AND XUXX - 1T/1 M/OB INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED TO PLAN FOR LOCATIONS TOP <br />LINTEL OF OPENING <br />AND XUXX - 1 TMMIDB INDICATES A SINGLE BOND BEAM ABOVE UNFILLED LINTEL <br />PRECAST HEADER(MIN) <br />SINGLE BONO BEAM <br />2x4 (MIN 2 X 3) <br />AT HIGHER ELEVATION <br />TAPCON OR DRIVE IE 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") W FROM EACH END AND <br />18" O.C. MAX. MIN 1-114' <br />#5 BAR BENT <br />ASSHOWN <br />PRE -CAST :'a 14 <br />EMBEDMENT <br />2x6 (MIN 2X 3)2-3/16 TAPCON <br />WINDOW <br />OR DRIVE PIN (MIN SHANK <br />SILL <br />SIZE.145 MIN HEAD SIZE.300 <br />- SLOPE <br />MIN EMBEDMENT 1 1/4") 6' <br />FROM EACH END AND 19" <br />O.C. MAX. MIN 1-1/4" <br />EMBEDMENT <br />§ <br />2X8 <br />OPEN FACE SHELL SO <br />TAPCON OR DRI E1PIN (MIN <br />AS TO ALLOW BENT <br />SHANK SIZE.145 MIN HEAD <br />BAR 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") e, FROM EACH END AND SECURE TO SHEATHING W/ <br />/7116'OSB <br />BOND BEAM <br />EACH CELL HOOKED IN <br />O.C. MAX. MIN 1-1/4" MIN2-12tl PER BLK, EA. ENO <br />. <br />vC." <br />TOP BOND BEAM W/ <br />EMBED <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 />3 <br />5 <br />SCALE: 3/4"=1'-0" <br />SCALE 3/4"=1'-0" <br />PROVIDE 3" DIA. HOLE IN <br />LINTEL SO THAT ERT. <br />REINF. BAR CONTINUES <br />THROUGH LINTEL. <br />> I <br />SINGLE #5 CORNER <br />It <br />tia I <br />BAR, <br />OR TURNED DOWN INTO STEEL REINF. OF <br />FILLED CELL BOND. BEAM <br />II I�/ <br />8x8 CMU PIER <br />PROVIDE 01 BAR <br />W/SINGLE OR DOUBLE REINF. BAR(S), <br />AT EACH SIDE <br />SIDE <br />SEE PLAN. <br />STEEL REI�.l. 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'-0 <br />SINGLE LINTEL, MULTIPLE OPENINGS <br />1441 N. RONALD REAGAN BLVD. <br />LONG WOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX: 407-774-0078 <br />www.abdesigngroup.com <br />AA #: 0003325 <br />N <br />palls <br />ounDiv. d0 LOT: <br />ABBOTT PARK <br />LOT# 38 <br />BLK. 7 <br />PROJECT <br />041 1.00 —38071 <br />MODEL: <br />3EAB <br />"1504— ALLEX" <br />GARAGE BVWG: <br />LEFT <br />PAGE: <br />DETAILS <br />1 PH W. C <br />