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e3 <br />0 <br />I <br />0 <br />r— <br />a <br />0 <br />I <br />r <br />O <br />i— <br />Im <br />m <br />I <br />m <br />I <br />181-8" 21'-411 <br />Cll <br />41-211 41—/ 11 31-011 .. 61-411 1 . 5141 51—Lill i. CCJJll 41—/ 11 i. 51-411 <br />. l'II <br />51— i11 51-211 51—/ 11 21-411 1 / 1-0 11 21-411 <br />141-011 51—i(`711 201—(.L11 <br />401-011 (� <br />r— <br />0 <br />0I <br />r- <br />ELOC K PLAN <br />SCALE: 1/4"=1'—O" (22x54 SHEET) <br />SCALE: 1/8"=1'—O" (Ilxll SHEET) <br />LEGEND <br />• ® INTERIOR BEARIN6 WALL <br />• _ _ _ BEARIN6 WALL ABOVE <br />• BEAM / HEADER <br />• LOCATION AND EXTENT OF 5HEARWALL <br />• I:::::::::I EXTENT OF OVERFRAMIN6 <br />• - - ~- ------INDIGATE5 I/8"A" 5AW GUT CONTROL JOINT <br />INDIGATE5 LOCATION OF REINFORGED GMU GORE <br />El (5EE NOTES) <br />J L METAL HAN6ER <br />INDIGATE5 P05T ABOVE. PROVIDE 50LID <br />BLOGKIN6 UNDER P05T OR JAMB ABOVE. <br />MAWNRY LINTEL PETA I L5 <br />REINFORCEMENT <br />MARK <br />DE516NATION <br />TOP <br />BOTTOM <br />5HEAR REINFORCEMENT <br />MB-1 <br />SF8-OB/OT <br />----- <br />----- <br />MB-2 <br />8F8-IB/OT <br />----- <br />(1) #5 <br />MB-3 <br />8FIb-IB/IT <br />(1) #5 <br />(1) #5 <br />MB 4 <br />8RF14-I13 <br />----- <br />----- <br />APPROVED LINTEL MANUFAGTURER5 ARE: GA5T-GRETE, QUALITY PREGA5T CO., <br />AND LOTT'S CONCRETE. <br />NOTE5: <br />I. ALL LINTELS w/ 5PAN5 6REATER THAN 14'-0" 5HALL BE PRE5TRE55ED. <br />2.5HORE FILLED LINTEL5 A5 REQURIED. <br />3. ALL LINTEL5 SHALL HAVE 4" MINIMUM BEARIN6 U.N.O. <br />4. DO NOT GUT OR MODIFY PRE5TRE55ED LINTEL5. <br />5. ALL REINFORCEMENT SHALL BE GRADE 60, fy=bO k9I <br />6. ALL LINTEL5 5PEGIFIED ON PLAN ARE MINIMUM 51ZE REQUIRED BY DE516N. <br />1. ALL LINTEL5 ARE TO BE LOCATED DIRECTLY ABOVE THE OPENING BELOW <br />MASONRY LINTEL A55EMBL I E5 <br />5EE 56HEDULE AND SPECIFICATIONS FOR ADD'L INFO <br />L <br />" 0 MIH QJ+�— BEAM) I LQJ I BE <br />AM ABOVE LINTEL <br />6ROUr 6ROVr <br />BOTTOM REIN. <br />PRECAST LINTEL w/ 1 ,,. 1 PRECAST LINTEL w/ <br />#--�-# EMBEDDED REIN. DvEDDED REINF. <br />MB—I MB-2 <br />L4J1TOP GOUGE, IF <br />TOP COURSE, IF }i — <br />m 1 LQJ I REOD PER ARCH. l REQb PER ARCH. <br />TOP REINF. OR CONT. CONT. BaTD BEAM <br />BOND BEAM REIN. REIN. A5 REQD <br />6ROUT <br />GROUT BOTTOM REW. <br />BOTTOM REIN. • _ra PRECAST LINTEL. W <br />1 a• I BAEDDED REIN. <br />PRWA5T LINTEL w/ <br />�-�—� ENDED REIN. <br />L= M15-3 19 z, M13-4 <br />REFER TO 5-0.0 FOR TYPICAL <br />STRUCTURAL NOTES $ SCHEDULES <br />C- i <br />sea�.`�, <br />Ix' <br />• <br />00 <br />F <br />• •...�< <br />gV <br />aa�► <br />© copyright: MUL@ CKUIP 6 2021 <br />Structural Engineering, Inc. <br />aCD <br />z <br />W <br />W <br />Z <br />CB <br />z <br />e— <br />z <br />w <br />cQ.. <br />J <br />LZ <br />Z <br />Q o <br />cc_ <br />A <br />a. <br />oc <br />W� f/9 <br />�E <br />O° E <br />Q <br />J'= <br />j A <br />Q <br />W o <br />Z <br />W <br />0 <br />Y <br />0 <br />m <br />y <br />W <br />hl <br />0C <br />IV <br />M&K project number: <br />068-200 1 1 <br />project mgr: <br />J S B <br />drawn by: <br />DJ R <br />issue date: 1 <br />2-1 5-21 <br />Fdate: <br />IONS: <br />initial: <br />sheet: <br />d <br />0 <br />O <br />J <br />LL <br />J <br />Ld <br />N <br />z <br />0 <br />d <br />W <br />U <br />J <br />.1 W <br />Y <br />O..J <br />Z <br />J <br />Fllm2.0 <br />