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I,- <br />35'-0" <br />I. 4'-10" ,. 41-611 1 <br />1-211 ,. 6'-211 4`0" , 3'-2" , 51-211 I. <br />LEGEND <br />• = = _ = = BEARING WALL ABOVE <br />• BEAM / HEADER <br />• M � M LOCATION AND EXTENT OF 5HEARWALL <br />EXTENT OF OVERFRAMIN6 <br />*-- - -------INDIGATE5 1/8"xl" 5AW GUT CONTROL JOINT <br />INDIGATE5 LOGATION OF REINFORCED GMU GORE <br />El (5EE NOTES) <br />J L METAL HANGER <br />INDIGATE5 P05T ABOVE. PROVIDE 50LID <br />BLOGKING UNDER P05T OR JAMB ABOVE. <br />MA50NR`' LINTEL PETA I L5 <br />REINFORGEMENT <br />MARK <br />DE5I6NATION <br />TOP <br />BOTTOM <br />SHEAR REINFORGEMENT <br />MB-I <br />8F8-OB/OT <br />----- <br />----- <br />MB-2 <br />8F8-IB/OT <br />----- <br />(1) #5 <br />MB 3 <br />817I6-I5/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/ SPANS GREATER THAN 14'-0" SHALL BE PRE5TRE55ED. <br />2. 5HORE FILLED LINTELS A5 REQURIED. <br />3. ALL LINTELS 5HALL HAVE 4" MINIMUM BEARING U.N.O. <br />4. DO NOT GUT OR MODIFY PRE5TRE55ED LINTELS. <br />5. ALL REINFORCEMENT SHALL BE GRADE 60, fy=60 k5I <br />6. ALL LINTELS 5PEGIFIED ON PLAN ARE MINIMUM 51ZE REQUIRED BY DE516N. <br />1. ALL LINTELS ARE TO BE LOCATED DIRECTLY ABOVE THE OPENING BELOW <br />MASONRY LINTEL ABSEMBL I EB <br />5EE 56HEOULE AND 5PEGIFIGATION5 FOR ADD'L INFO <br />rr---T, <br />MIN. (1) COUR5EMM i i 41~ MIN. (1) COLRSEA30W <br />i BEAM ABOVE LINTEL i . BEAM ABOVE LINTEL <br />GROIJr RGROUT <br />" BOTTOM REINF. <br />PREGA5T LINTEL W I q. I PRECAST LINTEL W <br />4-�EMBEDDED REINF. i EMBEDDED R NF. <br />MB- I MB-2 <br />rr--'t, i I mo- TOP COURSE, IF <br />TOP CouRSE, IF L4J <br />m I LQJ i REQ'D PER ARCH. REQb PER ARCH. <br />TOP REIHF. OR CONT. GONT. BOND BEAM <br />BOND BEAM REINF. REINF. AS REQb <br />6ROUT <br />6ROU7 BOTTOM REINF. <br />BOTTOM REIN. PRECAST LINTEL W <br />�...,, PRECAST LINTS. EMBEDDED REIN. <br />I w• I W#--Y--{- <br />EMBEDDED REINF. <br />MB-3 ry MB-4 <br />REFER TO 5-0.0 FOR TYPICAL <br />STRUCTURAL NOTES � SCHEDULES <br />seal; `��fi ' G. f/iZf r� <br />77824 <br />STATE OF % <br />•� <br />NAL <br />© copyright: M�CS140 <br />structural Engineering, Inc. <br />Z <br />LU <br />w <br />W <br />� ) z <br />i Lo <br />z <br />w <br />Zcro <br />U <br />WMoc <br />JN <br />z <br />W <br />ID <br />y <br />W <br />7 <br />=i <br />rn <br />LZ <br />:n <br />a� <br />A d0 a Q <br />C <br />'C 00 <br />m-C <br />aA <br />CD <br />2 <br />m <br />pp N <br />M&K project number; <br />068-1 9029 <br />project mgr: J S B <br />drawn by: BC <br />issue date: 07-08-21 <br />REVISIONS: <br />date: initial: <br />1 JUL 0 9 2021 1 <br />d <br />Q <br />0 <br />J <br />� U. <br />Q 0 <br />z <br />o a <br />a <br />d <br />Q Ln <br />5LOGK PLAN fl, J � <br />SCALE: 1/4"=1'-0" (2204 SHEET) U <br />SCALE: I/6"=1'-0" (IlxI1 SHEET) I—" <br />U w < <br />0 2 �e <br />� o� <br />W .JJ <br />sheet: <br />FoN2.0 <br />