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NOTES TO THE INSPECTOR/CONTRACTOR NP 6.xg, m 1#5 <br />1. PLACE LINTEL ACROSS TOP OF OPENING. <br />BOND BEAM <br />2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL. <br />PLACE STEEL 3 PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING <br />�OF REINFORCING (L2) 4, THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND <br />AS DEPICTED HEREIN. 1#5 <br />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 6k16' fp <br />5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM BOND BEAM <br />COURSE OF BOND BEAM IS OMITTED AND A LINTEL IS PLACED. THE STEEL <br />#5 CORNER BAR W/ 30" LAP FOR EACH <br />COURSE OF BOND BEAM <br />/ 1#5 <br />/ REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE <br />TOP OF THE LINTEL. <br />VERTICAL REBAR W/ 10" HOOK <br />/ A 6. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16' DEEP. <br />8x16 DBL. BOND TOP OF <br />BEAM W/ (1) #5 BAR BOND BEAM <br />EACH COURSE <br />- <br />• \<JG 8.8 BOND BEAM TOP OF <br />• W/(1)#58AR .y_ BOND BEAM <br />30" TYPICAL <br />�pe�� <br />= <br />F FILLED W/ GROUT <br />I .\\Ap U = UNFILLED GROUT SOLID FROM TOP <br />.y1\Q NOMINAL LINTEL TO TOP OF BOND OF OPENING <br />OF WE, IN 2ND BOND <br />WIDTH # BEAM IF FILLED LINTEL <br />BEAM COURSE <br />#5 BAR IN BOND BEAM <br />SEE NOTE 5 <br />p 8x8 PRE -CAST CONCRETE <br />A\�FLQ 16-1 T/17#5'S, <br />v <br />�� LINTEL W/(1)#5 BAR(L2) <br />P09�F�� NOMINAL <br />LENGTH OF BAR = WIDTH OF MASONRY <br />e� HEIGHT #OF WE, TOP <br />0 OPENING <br />CORNER <br />IT THIS ENGINEER'S INTENT BOND BEAM COURSE OR BEAM DESIGNATION <br />THAT XFXX- lTn WDB INDICATES A DOUBLE BOND BEAM BOTTOM 8X8 PRE -CAST CONCRETE SCALE' 3/4"=f-U' <br />REINFORCING OF BOND BEAM <br />AN O XFXX- 1TAM/08 INDICATES A SINGLE BOND BEAM PLACED IN LINTEL LINTEL, WIO STEEL(LI) REFER <br />IS INTENT <br />IT THIS ENGNEER'S <br />AND XUXX-1T/IMOB INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED TO PLAN FOR LOCATIONS TOP <br />10 <br />LINTEL OF OPENING <br />AND XUXX - ITAMIDB INDICATES A SINGLE BOND BEAM ABOVE UNFILLED LINTEL <br />PRECAST HEADER(MIN) <br />I <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 />1X') 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 />31d,., <br />2.6 (MIN 2 X 3) 23/16 TAPCON <br />.e <br />PRE -CAST <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 />1-1/4" <br />7D' 13 <br />EMBE MENTN <br />Q <br />2x8 (MIN 2 X 3)23M6 <br />TAPCON OR DRIVE PIN (MIN <br />OPEN FACE SHELL SO <br />SHANK 45 MIN HEAD <br />AS TO ALLOW BENT <br />SIZE .300 MIN MIN EMBEDMENT , 2X4 SOLD BLOCKING <br />BAR TO BE PLACED IN <br />1141) 8" FROM EACH END AND SECURE TO SHEATHING W/ <br />UPPER AND LOWER <br />O.C. IN 1-1/4" MIN. 2-12d PER BLK EA END <br />VCMUWALL <br />BOND BEAM #5 MIN. REQUIRED IN <br />EACH CELL HOOKED IN <br />EMBEDMENT <br />EMBEDMENT <br />TOP BOND BEAM W/ <br />7/16' OSB SHEATHING <br />STANDARD ACI HOOK <br />TYPICAL MASONRY WINDOW <br />SILL CONSTRUCTION <br />CORNER BARS <br />4 <br />ARCHWAY DETAIL <br />AT CORNER STEP <br />EFRAMING <br />3 <br />i <br />PROVIDE 3" DIA. HOLE IN <br />LINTEL SO THAT VERT. <br />REINF. BAR CONTINUES <br />THROUGH LINTEL. <br />I <br />s I <br />- <br />SINGLE #5 CORNER <br />A <br />BAR, 30x30 TURNED UP <br />O I I <br />OR TURNED DOWN INTO STEEL REINF. OF <br />FILLED CELL BOND. BEAM <br />0 <br />ii I II <br />III�rHl 8x8 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 />D'ISCALE: 3/4"=V-0" <br />6 SINGLE LINTEL, MULTIPLE OPENINGS <br />SCALE: 3/4"=1'-0" <br />IS N. RONALD REAGAN B1 <br />LONGWOOD, FL32750 <br />PH: 407-774-6078 <br />FAX 407-7744078 <br />wwwabdesigngrouµcom <br />AA #: 0003325 <br />d <br />h <br />111666��� <br />s <br />OR <br />W <br />§ <br />a <br />0 <br />pg <br />W <br />O <br />® <br />CCp <br />F <br />sUDDIV. Se LOT: <br />ABBOTT PARK <br />LOT #29 <br />BLK #9 <br />PROJECT# <br />04181.000— 29092 <br />MODEL <br />3EEB <br />"2260—ELSTON" <br />GARAGE SWING: <br />LEFT <br />PAGE: <br />DETAILS <br />160 MPH E C <br />