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6 <br />t— <br />a In <br />21'-411 181-811 <br />51_411 ' 41_/ 11 I' 5141 I, rJ�-q�� ," / I_211 ' 31_2" 1' 41_211 <br />M <br />NMI <br />51-411 <br />AM <br />31-211 <br />141-011 <br />VMS <br />d <br />N <br />I <br />CDm� - <br />N <br />_I <br />m <br />1, <br />N <br />I <br />I <br />1z <br />m <br />I <br />0 <br />I <br />0 <br />r- <br />BLOGK PLAN <br />LEGEND <br />• ® INTERIOR BEARING WALL <br />• _ _ _ BEARING WALL ABOVE <br />• BEAM / HEADER <br />• LOCATION AND EXTENT OF 5HEARWALL <br />I: :I EXTENT OF OVERFRAMIN6 <br />—'J <br />• — — - -----INDIGATE5 1/8"A" 5AW GUT CONTROL JOINT <br />INDIGATE5 LOCATION OF REINFORCED GMU GORE <br />(5EE NOTES) <br />J L METAL HAN6ER <br />INDIGATE5 P05T ABOVE. PROVIDE 50LID <br />BLOGKIN6 UNDER P05T OR JAMB ABOVE, <br />MA50NRY L I NTEL DETA I L5 <br />REINFORGEMENT <br />MARK <br />DE516NATION <br />TOP <br />BOTTOM <br />5HEAR REINFORGEMENT <br />M13-1 <br />8F8-013IOT <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 />M13-4 <br />8RF14-IB <br />----- <br />----- <br />APPROVED LINTEL MANUFAGTURER5 ARE: CA5T-GRETE, QUALITY PREGA5T GO., <br />AND LOTT'S CONCRETE. <br />NOTE5: <br />I. ALL LINTELS w/ 5PAN5 6REATER 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 REINFORCEMENT SHALL BE GRADE 60, fy=60 k51 <br />6. ALL LINTELS 5PEGIFIED ON PLAN ARE MINIMUM 51ZE REQUIRED BY DE516N. <br />7. ALL LINTEL5 ARE TO BE LOCATED DIRECTLY ABOVE THE OPENING BELOW <br />MA50NR'' LINTEL A55EMBL I E5 <br />5EE 5GHEOULE AND 5PEGIFIGATION5 FOR ADD'L INFO <br />�7-�� <br />I +-- MIN. (1) GOUR5E/BON0 : MIN (I) GOUR5EA30ND <br />1 L4J I BEAM ABOVE LINTEL i L4J I BEAM ABOVE LINTEL <br />GROUT GROUT <br />BOTTOM REINF. <br />� p � PRECAST LINTEL W PRECAST LINTEL W/ <br />#--`� EMBEDDED REINF. EMBEDDED REINF. <br />MB-1 MB-2 <br />rr--7, fF--711 <br />i i +� TOP COURSE, IF <br />I I J ~TOP COURSE, IF 1 L4J i <br />LQ i REQb PER ARCH. I REQb PER ARCH. <br />TOP REINF. OR CONT. CONT. BOND BEAM <br />BOND BEAM REINF. REINF. A5 REQb <br />GROUT <br />GROUT BOTTOM REINF. <br />BOTTOM REINF. • _ram PRECAST LINTEL w/ <br />PREGAST LINTEL. w/ <br />EMBEDDED REINF. <br />EMBEDDED REINF. <br />MB-3 N MB-4 <br />REFER TO 5-0.0 FOR TYPICAL <br />STRUCTURAL NOTES SCHEDULES <br />seal: \\\\\IlII11/1//� <br />No 77824 <br />STATE OF W ZZ <br />0 'w <br />© COPY 9Strthiae4 n 9`Inc. <br />az <br />Z <br />J� <br />w <br />w <br />Z <br />CD I <br />w L. <br />J a) <br />a <br />f— • $ <br />FE <br />W <br />mE <br />=a Q. <br />Jz �� <br />v <br />W Y <br />2 <br />y m <br />W g N <br />M&K project number: <br />068-200 1 1 <br />project mgr: J S B <br />drawn by: BC <br />issue date: 09- `[ 3-2 `j <br />REVISIONS: <br />date: initial: <br />SEP 15 2021 <br />d <br />0 <br />LL <br />W N <br />z <br />0 x <br />o. <br />Z 2 W <br />Y W U <br />U 00 U) <br />0 d f-. <br />M CL J J <br />sheet: <br />SCALE: I/4"=1'-0" (2244 SHEET) <br />SCALE: 1/8"=1'-0" (Ilxl7 SHEET) <br />Fom2. 0 <br />