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a <br />I <br />351-all <br />31-21I ij' 21-41I 4 1-51I 41-511 11 j 1-/ 1I 51-41I <br />O <br />I <br />f <br />O <br />I <br />r <br />CV <br />m <br />I <br />T- <br />SCALE: 1/4"=1'-0" (22x34 SHEET) <br />SCALE: 1/6"=1'-0" (IlxI 1 SHEET) <br />LE6END <br />• ® INTERIOR BEARING WALL <br />• _ _ _ BEARING WALL ABOVE <br />• BEAM / HEADER <br />• M � m LOCATION AND EXTENT OF 5HEARWALL <br />• I: :I EXTENT OF OVERFRAMIN6 <br />-_m - —INDICATES I/8" A" SAW GUT CONTROL JOINT <br />INDICATES LOCATION OF REINFORCED GMU GORE <br />(SEE NOTES) <br />J L METAL HANGER <br />INDICATES P05T ABOVE. PROVIDE 50LID <br />BLOGKIN6 UNDER POST OR JAMB ABOVE, <br />MABONRY LINTEL DETA I L5 <br />REINFORCEMENT <br />MARK <br />DE516NATION <br />TOP <br />BOTTOM <br />5HEAR REINFORGEMENT <br />M13-1 <br />8F8-013IOT <br />----- <br />----- <br />MB-2 <br />8F8-I6/OT <br />----- <br />(1) #5 <br />M13-3 <br />SFI6-IB/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 LINTEL5 W 5PAN5 6REATER THAN 14'-0" SHALL BE PRE5TRE55ED. <br />2. 5HORE FILLED LINTELS A5 REQURIED. <br />3. ALL LINTEL5 SHALL 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=60 ksl <br />6. ALL LINTELS 5PEGIFIED ON PLAN ARE MINIMUM 51ZE REQUIRED BY DE5I6N. <br />1. ALL LINTELS ARE TO BE LOCATED DIREGTLY ABOVE THE OPENING BELOW <br />MASONRY LINTEL A55EMBL I EB <br />5EE 5GHEDULE AND 5PEGIFIGATION5 FOR ADD'L INFO <br />MIN. (1) GOUR5E/13OND I 1 +I-- MIN. (1) CaR5E/BOND <br />LStJ i BEAM ABOVE LINTEL i �4J i BEAM ABOVE LINTEL <br />GROIJf GROUT <br />BOTTOM REINF. <br />PREGA5T LINTEL W PRECAST LINTEL w/ <br />i EMBEDDED REINF. EMBEDDED REINF. <br />MB-1 MB-2 <br />rr -7 i i I+i— TOP GOUR5E, IF <br />I i Ir i TOP GOUR5E, IF I LQJ I <br />(1) I LQJ I I I REQ'D PER ARCH. <br />V I I READ PER ARCH. -� <br />TOP REINF. OR GONT. GONT. BOND BEAM <br />BOND BEAM REINF. < 9 REINF. AS REQD <br />� ;r GROUT <br />GROUT 4_ BOTTOM REINF. <br />BOTTOM REINF. •7 PRECAST LINTEL w/ <br />PRECAST LINTEL Pi/ <br />EMBEDDED REINF. <br />EMBEDDED REINF. <br />o MB-3 N MB-4 <br />REFER TO 5-0.0 FOR TYPICAL <br />STRUCTURAL NOTES ff SCHEDULES <br />Se <br />'Q' • <br />4 <br />> No S <br />,* <br />d <br />LL <br />Of <br />® A, <br />IRA <br />© copyrightLP <br />Structural Engineering, Inc. <br />CD <br />Z <br />JLU <br />W <br />W <br />Z <br />CD <br />0 <br />rn <br />w <br />+J <br />a <br />(D <br />Q <br />rx <br />Z <br />U <br />A <br />� <br />CI) <br />c <br />j <br />=—� <br />°O E <br />a <br />Q• <br />W <br />® <br />o <br />CP <br />4 <br />o <br />y <br />M Lb <br />W <br />= <br />o CV <br />cm a <br />IV <br />M&K project number: <br />068-200 1 <br />project mgr: <br />JSB <br />drawn by: <br />DJ R <br />issue date: `j <br />2-16-2 `j <br />REVISIONS: <br />date: initial: <br />ZQ <br />J <br />a <br />Y <br />U <br />O <br />J <br />M <br />sheet: <br />d <br />J <br />'a <br />W <br />L- <br />Q <br />ui <br />Q <br />(D <br />z <br />a <br />UJ <br />(L <br />U) <br />Q <br />a <br />UJ <br />J <br />Q <br />'1 to <br />N x <br />J J <br />,V■ <br />Fw2.0 <br />