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O <br />Li <br />n <br />7 <br />I <br />41_211 ' 4'-/ 11 . 51-01, . (01-411 <br />MB-1 ► 1 MB- <br />51-0 1/211 <br />5'-1 11211 4'-6" <br />am <br />M <br />1"ID-J <br />IA# <br />51-011 ' 31_211 ' 51-211 ' L 1-011 L <br />161_011 1,21-011 <br />131-411 <br />51-411 <br />201-011 <br />1 <br />t— <br />r— <br />BLOCK PLAN <br />LEGEND <br />0 ® INTERIOR BEARING WALL <br />• _ _ _ BEARING 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 REINFORCED GMU GORE <br />(5EE NOTES) <br />J L METAL HANGER <br />INDIGATE5 P05T ABOVE. PROVIDE 50LID <br />BLOCKIN6 UNDER P05T OR JAMB ABOVE. <br />MA50NW LINTEL DETA I L5 <br />REINFORCEMENT <br />MARK <br />DE5I6NATION <br />TOP <br />BOTTOM <br />SHEAR REINFORCEMENT <br />MB-I <br />5F8-OB/0T <br />----- <br />----- <br />M13--2 <br />8F8-IB/OT <br />----- <br />(I) #5 <br />M13-3 <br />896-I13/IT <br />(1) #5 <br />(1) #5 <br />MB-4 <br />8RF14-IB <br />----- <br />----- <br />APPROVED LINTEL MANUFAGTURER5 ARE: GA5T-GRETE, QUALITY PREGA5T CO., <br />AND LOTT'S CONCRETE. <br />NOTES: <br />I. ALL LINTELS w/ SPANS GREATER THAN 14'-0" SHALL BE PRE5TRE55ED. <br />2. 5HORE FILLED LINTELS AS 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, f y=60 ksi <br />6. ALL LINTELS 5PEGIFIED ON PLAN ARE MINIMUM 51ZE REQUIRED BY DE516N. <br />1. ALL LINTEL5 ARE TO BE LOCATED DIREGTLY ABOVE THE OPENING BELOW <br />MASONRY LINTEL A55EMBL I E5 <br />5EE SCHEDULE AND SPECIFICATIONS FOR ADD'L INFO <br />I L4J MIN. 0)COURSE/BOND 1 �4 J — MIN. 0)C LW51!/BOPJD <br />1 BEAM ABOVE LINTEL I 1 BEAM ABOVE LINTEL <br />6ROVr 6ROVT <br />BOTTOM REINF. <br />�• x- <br />u. I PRECAST LINTEL w/ I--"—� p. I PRECAST LINTEL W <br />EDDED EMBREINF. �tEMBEDDED REINF. <br />MB-1 MB-2 <br />rr--„ <br />i— TOP CR-SE, IF <br />ou <br />1 1 TOP COURSE, IF <br />in L4 REQ'D PER ARCH. <br />1 L4J <br />1 REQD PER ARCH. <br />TOP REINF. OR COW. <br />CONT. BOND BEAM <br />BOND BEAM REINF. <br />REINF. AS REQb <br />6ROUT <br />6ROVr <br />BOTTOM REINF. <br />BOTTOM REINF. <br />I w• I PRECAST LINTEL W <br />EMBEDDED REW <br />MB-3 <br />-r` PRECAST LINTEL w/ <br />REINF. <br />ry MB-4 <br />REFER TO 5-0.0 FOR TYP I GAL <br />STRUGTURAL NOTES 5GHEDULE5 <br />seal: `\\` 11 11 r //!*/G. <br />?? <br />AT OF <br />0•, <br />r <br />- " <br />© COPY' �' K �� <br />�9F1 teal 6rpGte4�irk Inc, <br />Z <br />.J <br />W <br />W <br />Z <br />z <br />z <br />W <br />J <br />Q <br />Z <br />U <br />WW <br />J <br />JE— <br />z <br />W <br />y <br />W <br />C <br />=1 <br />a <br />M&K project number: J <br />068"200 1 1 <br />project mgr: J S B <br />drawn by: DJ R <br />issue date: 0 1 - T 4.2 2 <br />REVISIONS: <br />date: initial: <br />03/11/22 DJR <br />a <br />0 <br />0 <br />J LL <br />W (6 <br />0 Z <br />Z CL <br />U) <br />d�J � n <br />,L z Q <br />0 <br />U (L <br />N 'Q <br />D F.Z 0 <br />M Q J J <br />sheet: <br />SCALE: 1/4"=1'-0" (2244 SHEET) <br />SCALE: 116'*'-0" (110 SPIFFY) <br />Fw2.0 <br />