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%,- r F -tl: °I <br />k <br />0 <br />r— <br />low <br />L <br />r- <br />I <br />r— <br />C) <br />I <br />CV <br />m <br />If) <br />0 <br />P <br />6'-0" 4'-6" 5'—I I/2" 5'-01/2" 6'-4" 3'-0" 4'-6" 4'-2" <br />M15-1 MB—I I MB—I <br />"ID—J <br />I-011 16'-011 1-011 5'-211 31-2 <br />11 <br />5'-011 <br />20'-0" , 5'-4" 13'-4" <br />O <br />i <br />0 <br />I <br />1 <br />BLOCK PLAN <br />LEGEND <br />• ® INTERIOR BEARING WALL <br />• _ _ _ BEARING WALL ABOVE <br />• BEAM / HEADER <br />• LOCATION AND EXTENT OF 5HEARWALL <br />-.-.-.71 <br />• I: : I EXTENT OF OVERFRAMING <br />•- - -- -----INDIGATE5 1/5"A" 5AW GUT CONTROL JOINT <br />.. INDIGATE5 LOCATION OF REINFORCED GMU GORE <br />(5EE NOTE5) <br />J L METAL HANGER <br />INDIGATE5 P05T ABOVE. PROVIDE SOLID <br />BLOGKIN6 UNDER P05T OR JAMB ABOVE. <br />MASONRY LINTEL VETA I L5 <br />REINFORCEMENT <br />MARK <br />DESIGNATION <br />TOP <br />BOTTOM <br />SHEAR REINFORCEMENT <br />M13-1 <br />8F8-OB/OT <br />----- <br />----- <br />MB-2 <br />8F8-IB/OT <br />----- <br />(1) #5 <br />MB-3 <br />8FI6-IB/IT <br />(1) #5 <br />(1) #5 <br />MB-4 <br />SRF14-I6 <br />----- <br />----- <br />APPROVED LINTEL MANUFAGTURER5 ARE: GA5T-GRETE, QUALITY PREGA5T CO., <br />AND LOTT'S GONGRETE. <br />NOTE5: <br />I. ALL LINTEL5 w/ SPANS GREATER THAN 14'-0" SHALL BE PRE5TRE55ED. <br />2. 5HORE FILLED LINTELS A5 REQURIED. <br />3. ALL LINTEL5 SHALL HAVE 4" MINIMUM BEARING U.N.O. <br />4. DO NOT GUT OR MODIFY PRE5TRE55ED LINTELS. <br />5. ALL REINFORGEMENT SHALL BE GRADE 60, fy=b0 k5I <br />6. ALL LINTELS 5PEGIFIED ON PLAN ARE MINIMUM 51ZE REQUIRED BY DE516N. <br />7. ALL LINTELS ARE TO BE LOGATED DIREGTLY ABOVE THE OPENING BELOW <br />MASONRY LINTEL ASSEMBLIES <br />5EE 5CHEDULE AND 5PEGIFICATION5 FOR AOD'L INFO <br />MIN. N GOUR5E/13010 i L4�+ �- MIN. (1)GOUR5FJI3M <br />I I BEAM ABOVE LINTEL I i BEAM ABOVE LINTEL <br />GROUT 6ROVr <br />= BOTTOM RPINF. <br />A <br />p PRECA5T LINTEL w/ I ,, I PRECAST LINTEL w/ <br />i -`�-� Eh�DED REINF. t-�-#- B EDDED REINF. <br />MB—I MB-2 <br />1 171 I L9 J+� TOP ""SE, IF <br />I L4I ++— TOP COURSE, IF <br />m � J I REQ'D PER ARCH. L---- I REQ'D PER ARCH. <br />TOP REINF. OR GONT. CONT. BM BEAM <br />BOND BEAM REINF. RPINF. A5 REGV <br />6ROUr <br />BOTTOM REINF. <br />BOTTOM REINF. _a.. PRECAST LINTEL W <br />�., ..., EMBEDDED REINF. <br />B ABE TR LINTEL w/ t�—t <br />#--�-� �IBEDDED REINF. <br />MB-3 MB-4 <br />REFER TO 5-0.0 FOR TYPICAL <br />STRUCTURAL NOTES $ SCHEDULES <br />set P: '° - <br />{� o <br />a <br />f <br />Ofo <br />XN <br />tt�eW <br />© copyright: MULHER <br />Struaura ura Q " 2021 <br />enng, c. <br />aCD <br />Z <br />JLU <br />w <br />w <br />z <br />C5 <br />c� <br />z <br />r. <br />w <br />oan <br />JLZ <br />Q <br />Z= <br />.a <br />Q <br />cm <br />Uj <br />mE <br />J '= <br />Q o <br />Z <br />V o <br />W <br />p <br />,0 <br />o <br />_ <br />y <br />Lil <br />2 <br />m <br />C N <br />�. <br />M C1. <br />M&K project number: <br />068-2001 1 <br />project mgr: J S B <br />drawn by: DJ R <br />issue date: 12-14-21 <br />REVISIONS: <br />date: initial: <br />sheet: <br />0 <br />SCALE: 1/4"=1'—O" (22x34 SHEET) <br />SCALE: 1/8"=1'-O" (IlxI1 SHEET) <br />Fm2.0 <br />