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I <br />I <br />r- <br />r— <br />Lf <br />I <br />(V LU <br />cn � <br />w <br />1 <br />I <br />4'-6" 5'-11/2" 5'-01/2" 6-2" 3'-2" v 4'-6" Le 41_2" <br />MB—I I MB—I I MB—I <br />1' IL7-J <br />1_01I 161_01I 1_01I <br />51_2 1I 31_211 51_011 <br />20'-0"110 5'-4" 13'-4" <br />O <br />� Q <br />1 <br />I <br />BLOCK PLAN <br />LEGEND <br />• ® INTERIOR BEARING WALL <br />• _ _ _ = BEARING HALL ABOVE <br />• BEAM / HEADER <br />• LOCATION AND EXTENT OF SHEARWALL <br />I; :I EXTENT OF OVERFRAMING <br />•- ' - - INDIGATE5 1/6"xl" 5AW GUT GONTROL JOINT <br />INDIGATE5 LOCATION OF REINFORGED GMU GORE <br />E.: (SEE NOTES) <br />JL METAL HANGER <br />INDIGATE5 P05T ABOVE. PROVIDE 50LID <br />BLOGKING UNDER P05T OR JAMB ABOVE. <br />MASONRY LINTEL PETA I LS <br />REINFORCEMENT <br />MARK <br />DESIGNATION <br />TOP <br />BOTTOM <br />SHEAR REINFORCEMENT <br />MB-I <br />8F8-0BI0T <br />---- <br />--- <br />MB-2 <br />8F8-IB/OT <br />----- <br />(I) #5 <br />MB-3 <br />8FIb-IB/IT <br />(I) #5 <br />(I) #5 <br />M5-4 <br />8RFI4-I13 <br />----- <br />----- <br />APPROVED LINTEL MANUFACTURERS ARE: GA5T-GRETE, QUALITY PREGA5T CO., <br />AND LOTT'S CONCRETE. <br />NOTES: <br />I. ALL LINTELS W 5PAN5 GREATER 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 REINFORGEMENT 5HALL BE 6RADE 60, fy=60 ksl <br />6. ALL LIN11EL5 5PEGIFIED ON PLAN ARE MINIMUM 517E REQUIRED BY DE516N. <br />1. ALL LINTELS ARE TO BE LOCATED DIRECTLY ABOVE THE OPENING BELOW <br />MASONRY LINTEL ASSEMBLIES <br />SEE 5GHEDULE AND 91EGIFIGATION5 FOR ADD'L INFO <br />'+ 1— TIN. 0) WLW-4E4BO►m l i '�-I -- MIK 0)coulf/eorm <br />L4J i BEM ABOVE LINTEL I L4J I BEAM ABOVE LINTEL <br />6ROff 6ROVr <br />BOTTOM REIN. <br />PREGAW LINTEL W i ,,. I FMAST LINTEL W <br />EMBEDDE';) FEW <br />MB-1 MB-2 <br />rr---n <br />11 <br />I <br />TOP COURSE, IF <br />TOP COJM IF <br />REQb PER ARCH. L i_4 I REQb PER ARCH. <br />TOP REIN. OR GOAT. CONT. BOND BEAM <br />BOND BEAM REIN. REIN. A5 REQb <br />6ROUr <br />6ROVr BOTTOM REINF. <br />BOTTOM REIN. -- PRECA5T LINTEL W <br />.UEPFM6A5T LINTEL <br />BEDDED REIN. <br />�� <br />MB-3 MB-4 <br />REFER TO 5-0.0 FOR TYPICAL <br />STRUCTURAL NOTES � SCHEDULES <br />seal: 0111111111,UF�2 <br />G <br />* ; No 77824 <br />=p� �1z <br />• O ; STATE OF 44," <br />© copIRN&kUl��'� <br />z <br />J� <br />w <br />'"'-' <br />z <br />N <br />g <br />Lr3 <br />z <br />w <br />rn <br />a <br />J <br />Q <br />� <br />H <br />U <br />� 4 <br />to <br />� <br />1— <br />� E <br />= Q <br />°D E <br />P <br />Z <br />Q .- <br />W <br />0 <br />y <br />y <br />W <br />c <br />m <br />N <br />CL <br />IV <br />FM&Kct number: <br />068-2001 <br />project mgr: J S B <br />drawn by: MJT <br />issue date: j 2-15-20 <br />REVISIONS: <br />date: initial: <br />d <br />0 <br />rz <br />0 <br />J <br />LL <br />J N <br />W � <br />z <br />12 x <br />Z 0 � <br />J <br />Y o <br />0 � �. ZM J J <br />sheet: <br />SCALE: 1/4"= I'—O" (2244 SHEET) <br />SCALE: 1/6"= I'—O" (110 SHEET) <br />Fm2.0 <br />