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0 <br />I <br />6 <br />N <br />I <br />N <br />I <br />i <br />O <br />_I <br />O <br />T— <br />� <br />O <br />N <br />I <br />m <br />N <br />I <br />I1 1 <br />181_(�II CJJ2I1_i II <br />�1 1_v11 1_611 41_211 4/1_211 5, 54 5_i <br />51-411 <br />31_211 <br />14'-0" <br />W� <br />5'-411 <br />M <br />2'-4 <br />I <br />BLOCK PLAN <br />LEGEND <br />• ® <br />INTERIOR BEARING WALL <br />• c = _ = c <br />BEARING WALL ABOVE <br />• <br />BEAM / HEADER <br />• <br />LOCATION AND EXTENT OF 5HEARWALL <br />EXTENT OF OVERFRAMIN6 <br />- - —INDIGATE5 I/S"A" 5AW GUT GONTROL JOINT <br />INDIGATE5 LOGATION OF REINFORCED GMU GORE <br />« (5EE NOTES) <br />J L METAL HANGER <br />INDIGATE5 P05T ABOVE. PROVIDE 501-I0 <br />BLOGKIN6 UNDER P05T OR JAMB ABOVE. <br />MASONRY LINTEL DETAILS <br />REINFORCEMENT <br />MARK <br />DE516NATION <br />TOP <br />BOTTOM <br />514EAR REINFORCEMENT <br />MB-I <br />6F8-013/0T <br />---- <br />----- <br />MB-2 <br />6F6-IB/0T <br />--- <br />(1) #5 <br />MB-3 <br />8FI6-IB/IT <br />(1) #5 <br />(1) #5 <br />M13-4 <br />6RFI4-15 <br />---- <br />--_— <br />APPROVED LINTEL MANIFACTURER5 ARE: GA5T-GRETE, QUALITY PREGA5T CO., <br />AND LOTT'5 CONCRETE. <br />NOTES: <br />I. ALL LINTELS La/ 5PAN5 GREATER THAN 14'-O" 5HALL 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 PRE5TRESSED LINTEL5. <br />5. ALL REINFORCEMENT SHALL BE GRADE 60, fy=60 k51 <br />6. ALL LINTELS 5PEGIFIED ON PLAN ARE MINIMUM 51ZE REQUIRED BY DE516N. <br />7. ALL LINTELS ARE TO BE LOCATED DIRECTLY ABOVE THE OPENING BELOW <br />MASONRY LINTEL ASSEMBLIES <br />5EE 5CHEDULE AND 5PECIFICATION5 FOR AWL INFO <br />rr--1i rr---T� <br />�� hnx Ol COIxBOND 1 <br />I I II <br />L4J i BEAM ABOVE LINTEL L4J+i— MBE <br />qMN GOUItSEJBOPID <br />ABOVE LINTEL <br />GROUT 6ROVr <br />' » BOTTOM REINF. <br />I a. I PRECAST LIME W I p. ► PRECAST LINTEL. W <br />MB-I � EMBEDD® REINF. iM`-'BL-�2 L3BEDVL� L�INF. <br />rr--1� TOP COURSE IF <br />i I+�- TOP COURSE, IF I L4J 1 <br />m I L4J I 1 REQ'D PER ARCH. <br />I I RW'D PM ARCH. <br />TOP REINF. OR GONT. CM. BOND BEAM <br />BOND BEAM REINF. REINF. A5 FMOV <br />6ROIJT <br />GROUT BOTTOM REINF. <br />. PRECAST REIW BOTTOM AST LINTEL W <br />�....... -`: EMBEDM RNNF. <br />I a• L PRECAST LINTEL W <br />�t EMBEDDED L?ILF. <br />MB-3 N M13-4 <br />REFER TO 5-0.0 FOR TYPICAL <br />STRUCTURAL NOTES 8 SCHEDULES <br />;T;€�.(r <br />seal: <br />. <br />i J <br />,a„BI <br />4q ii♦ � r <br />%Pr S <br />r <br />� ss-v is <br />• :; <br />� o� nC <br />P <br />_V <br />J <br />C 0 copyright: ��Ert Strudur gl�eenng, I <br />CM <br />Z <br />z <br />J� <br />w <br />w <br />Z <br />N <br />Q <br />CD <br />z <br />w <br />a <br />J <br />0 <br />Q <br />ZLr <br />= <br />.c <br />CrL) <br />�;3 <br />U <br />�> <br />=J <br />m <br />a <br />; A <br />Z <br />o <br />LU <br />Y <br />y <br />m <br />W <br />c N <br />�. <br />M a <br />M&K project number: <br />068-200 1 1 <br />project mgr: J S B <br />drawn by: MJT <br />issue date: 01 -2 6-2 1 <br />REVISIONS: <br />date: initial: <br />C <br />O <br />J <br />LL <br />J <br />Q z <br />0 � a. <br />Z � (n <br />Q, � a <br />W U <br />O J COY <br />d � <br />m � �J <br />sheet: <br />'1 1 <br />SCALE: 1/4"= I'-O" (2244 SHEET) <br />SCALE: 1/6"=1'-O" (IlxI1 SHEET) <br />Folo2.0 <br />