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A <br />I <br />O <br />O <br />TI <br />— <br />N <br />m <br />t- <br />d- <br />I <br />t- <br />� <br />351-011 <br />�I_�j 11 i. 4'-`j 11 1, 4'-511 1. 41_511 i. 6'-211 i. 21_/ 11 i. 4'-611 i. 31-211 <br />411I, 161-011 11, 4 <br />ii Ii 4 <br />r 1Q1_�j II <br />351-01 <br />51_011 <br />41_211 <br />31-211 <br />111-411 <br />Q <br />I <br />I <br />SCALE: 114'*'-0" (22x34 SHEET) <br />SCALE: I/8"=1'-0" (IlxI1 SHEET) <br />FORM A <br />LEGEND <br />• INTERIOR BEARING WALL <br />• c = _ = c BEARIN6 WALL ABOVE <br />• BEAM / HEADER <br />• LOCATION AND EXTENT OF SHEARWALL <br />-.-.-.71 <br />• I: :I EXTENT OF OVERFRAMIN6 <br />• �� m--INDIGATES I/8"A" 5AW GUT CONTROL JOINT <br />INDICATES LOCATION OF REINFORCED GMU GORE <br />(5EE NOTES) <br />JL METAL HAN6ER <br />INDICATES P05T ABOVE. PROVIDE 50LID <br />BLOGKIN6 UNDER POST OR JAMB ABOVE. <br />MA50NRY LINTEL DETA I LB <br />REINFORCEMENT <br />MARK <br />PE516NATION <br />TOP <br />BOTTOM <br />SHEAR REINFORCEMENT <br />MB-I <br />SF5-OB/OT <br />----- <br />----- <br />MB-2 <br />8F8-IB/OT <br />----- <br />(1) #5 <br />M13-3 <br />SFIb-IB/IT <br />(1) #5 <br />(1) #5 <br />M13-4 <br />8RFI4-I6 <br />----- <br />----- <br />APPROVED LINTEL MANUFAGTURERS ARE: GAST-CRETE, QUALITY PREGAST GO., <br />AND LOTT'S CONCRETE. <br />NOTES: <br />I. ALL LINTELS w/ 5PAN5 GREATER THAN 14'-0" SHALL BE PRE5TRE55ED. <br />2. SHORE FILLED LINTELS A5 REQURIED. <br />3. ALL LINTELS SHALL HAVE 4" MINIMUM BEARIN6 U.N.O. <br />4. DO NOT GUT OR MODIFY PRE5TRE55ED LINTELS. <br />5. ALL REINFORCEMENT SHALL BE 6RADE 60, fy=60 k51 <br />6. ALL LINTELS SPECIFIED ON PLAN ARE MINIMUM 51ZE REQUIRED BY DE516N. <br />1. ALL LINTELS ARE TO BE LOCATED DIRECTLY ABOVE THE OPENING BELOW <br />MASONRY LINTEL A55EM5L I E5 <br />5EE 5GHEDULE AND SPECIFICATIONS FOR ADD'L INFO <br />GROUT GROUT <br />BOTTOM REIN. <br />PRECAST LINTEL w/ PRECAST LINTEL w/ <br />EMBEDDED REINF. EMBEDDED REINF, <br />MB-1 MB-2--{22 <br />m� <br />v <br />TOP REINF. OR GONT. CONT. BOND BEAM <br />BOND BEAM REINF. REINF. A5 REQ'D <br />GROUT _ GROUT <br />BOTTOM REINF. <br />"'.V= BOTTOM REINF. <br />-- PREGAST LINTEL W <br />PRECAST LINTEL w/ EMBEDDED REIN. <br />EMBEDDED REINF. <br />MB-3B�--33 MB-4 <br />REFER TO 5-0.0 FOR TYPICAL <br />STRUCTURAL NOTES 8 SCHEDULES <br />�v <br />seal,c�j <br />�'• ATE <br />® ®•, <br />OF d �® <br />copyright ePA;S AL ��®e <br />.... <br />Structurof EA fi11®ArAl�j"Mc, <br />z <br />Z <br />J0= <br />w <br />w <br />Z_ <br />CD <br />LD <br />\� <br />i z <br />w <br />a <br />a <br />J <br />�- <br />a <br />Z= <br />A CJ <br />U <br />c <br />v n <br />CM <br />pC <br />Ui F- <br />c <br />"S m <br />T� <br />m� <br />+ a <br />Q A <br />JJz <br />C) <br />W <br />o <br />� <br />y <br />m` 1� <br />W <br />c N <br />� <br />M a <br />M&K project number: <br />068-200 1 1 <br />project mgr: <br />NJ M <br />drawn by: <br />KC K <br />issue date: 05-20-20 <br />REVISIONS: <br />date: initial: <br />sheet: <br />4 <br />Ca <br />0 <br />J <br />J LL <br />W � <br />Cl z <br />0 <br />� a <br />w <br />Q <br />J <br />I.L1 4 <br />S o can <br />W 1--, <br />J z <br />J <br />Flo2.0 <br />