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5*7 <br />35'-011 <br />5_211 V 31-211 V 1-011 y 61-411 V ��_OII v 41-/ 11 V 41_1011 <br />LEGEND <br />• ® INTERIOR BEARIN6 WALL <br />• _ _ _ BEARIN6 WALL ABOVE <br />• BEAM / HEADER <br />• — — — LOCATION AND EXTENT OF 5HEARWALL <br />EXTENT OF OVERFRAMING <br />• - INDICATE5 1/8"xl" 5AN GUT CONTROL JOINT <br />INDICATES LOCATION OF REINFORCED GMU GORE <br />El (SEE NOTES) <br />J L METAL HANGER <br />INDIGATE5 POST ABOVE. PROVIDE SOLID <br />BLOGKIN6 UNDER P05T OR JAMB ABOVE. <br />MA50NRY LINTEL PETA I L5 <br />REINFORCEMENT <br />MARK <br />DE516NATION <br />TOP <br />BOTTOM <br />SHEAR REINFORCEMENT <br />MB-I <br />8F8-OB/OT <br />----- <br />----- <br />MB-2 <br />8F8-IB/OT <br />----- <br />(1) #5 <br />M13-3 <br />8FI6-I8/IT <br />(1) #5 <br />(1) #5 <br />MB-4 <br />8RFI4-IB <br />----- <br />----- <br />APPROVED LINTEL MANUFAGTURER5 ARE: GA5T-GRETE, QUALITY PREGA5T GO., <br />AND LOTT'5 GONGRETE. <br />NOTES: <br />I. ALL LINTELS W 5PAN5 6REATER THAN 14'-0" 5HALL BE PRE5TRE55ED. <br />2. 5HORE FILLED LINTELS A5 REOURIED. <br />3. ALL LINTEL5 5HALL HAVE 4" MINIMUM BEARIN6 U.N.O. <br />4. DO NOT GUT OR MODIFY PRE5TRE55ED LINTELS. <br />5. ALL REINFORCEMENT 5HALL BE 6RADE 60, fy=b0 k51 <br />6. ALL LINTEL5 5PEGIFIED ON PLAN ARE MINIMUM 51ZE REQUIRED BY DE516N. <br />1. ALL LINTEL5 ARE TO BE LOCATED DIRECTLY ABOVE THE OPENIN6 BELOW <br />MA50NR'' LINTEL A55EM5L I E5 <br />5EE 5(' HEI)ULE AND 5PEGIFIGATION5 FOR ADD'L INFO <br />L4�+ -- MIN. (1) GOUR5E/BOND i i_4�+i— MIN. (1) COJRBE1BOND <br />I I BEAM ABOVE LINTEL I I BEAM ABOVE LINTEL <br />GROUT 6ROUr <br />BOTTOM REINF. <br />Q. 1 PREGA5T LINTEL w/ I p, I PRECAST LINTEL w/ <br />t� EMBEDDED REINF. EMBEDDED REINF, <br />MB-1 MB-2 <br />rr--7, <br />-- i +� TOP COURSE, IF <br />TOP COURSE, IF �4J <br />m I LgJ I I 1 REQD PER ARCH. <br />I I REQb PER ARCH. �----' <br />TOP REINF. OR CONT. GONT. BOND BEAM <br />79 BOND BEAM REINF. REINF. A5 REGIV <br />GROUT <br />GROUT BOTTOM REINF. <br />BOTTOM REINF. --- PRECAST LINTEL W <br />A: I 0.• I PRECAST LINTEL #-Y-� <br />�-�-t- EMBED EDDREINF.. EMBEDDED REINF. <br />MB-3 N M13-4 <br />REFER TO 5-0.0 FOR TYPICAL <br />STRUCTURAL NOTES � SCHEDULES <br />seal: �.�N�.•�ENS•_'��'%, <br />4 ••:* <br />-.0 AT <br />OF <br />f ;S / O N <br />A ` <br />©copyright: MULHE ,it <br />I L LU« <br />Strudur <br />eenng, Inc. <br />aCD <br />Z <br />J� <br />w <br />w <br />Z <br />c <br />Z <br />w <br />CL <br />J <br />CD <br />Q <br />ac <br />Z= <br />0 <br />� <br />Q� <br />U <br />� Q <br />C"Ec_ <br />WV) <br />> <br />=a <br />mE <br />Q. <br />W CD <br />_J Z <br />W <br />0 <br />CD <br />N <br />e <br />0 <br />y <br />LU <br />M tLo <br />N <br />= <br />CD <br />ch o. <br />C <br />M&K project number: <br />I <br />068-200 1 1 <br />project mgr: <br />J,SB <br />drawn by: <br />DJ R <br />issue date: `[ <br />`j - `j 8-2 `j <br />REVISIONS: <br />date: initial: <br />d <br />Q <br />a <br />� O <br />Ud >L <br />Q <br />O <br />a <br />Q < <br />LOCK PLAN <br />U <br />SCALE: I/4"=1'-0" (22x34 SHEET) � <br />SCALE: I/8"=1'-O" (Ilxl1 SHEET) U UJ <br />� d <br />0 00 <br />0 z <br />LIJ -i-J <br />sheet: <br />Fpm2.0 <br />