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JUN 0 8 2020 <br />35'-0" <br />3'-2" 4'-01 <br />I 6'-21' I'-2" 4'-6" 4'-10" <br />k/fm I "M I KAM <br />BLOCK FLAN <br />SCALE: 1/4"= I'-O" (22x34 SHEET) <br />SCALE: I/8"=1'-0" (IIxl7 SHEET) <br />LEGEND <br />• ® INTERIOR BEARIN6 WALL <br />• _ _ _ = BEARING WALL ABOVE <br />• BEAM / HEADER <br />• e a LOCATION AND EXTENT OF 5HEARWALL <br />• 1: • :::::::1 EXTENT of OVERFRAMIN6 <br />•...e___-_--INDICATE5 1/8"A" 5AW GUT CONTROL JOINT <br />INDICATE5 LOCATION OF REINFORCED GMU GORE <br />W. (5EE NOTES) <br />J L METAL HANGER <br />INDICATES P05T ABOVE. PROVIDE SOLID <br />BLOCKING UNDER POST OR JAMB ABOVE. <br />MA5ONR'Y LINTEL DETAILS <br />REINFORCEMENT <br />MARK <br />DE516NATION <br />TOP <br />BOTTOM <br />5HEAR REINFORCEMENT <br />MB-1 <br />8F8-OB/OT <br />----- <br />---- <br />MB-2 <br />8F8-I13/0T <br />----- <br />(I) #5 <br />M13-3 <br />SFI6-IB/IT <br />(1) #5 <br />(1) #5 <br />MB-4 <br />SRF14-IB <br />----- <br />----- <br />APPROVED LINTEL MANUFAGTURER5 ARE: GA5T-GRETE, QUALITY PREGA5T CO., <br />AND LOTTS CONCRETE. <br />NOTES: <br />I. ALL LINTELS N/ 5PAN5 GREATER THAN 14'-O" SHALL BE PRE5TRE55ED. <br />2. SHORE 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 6RADE 60, fy=60 k51 <br />6. ALL LINTEL5 5PEGIFIED ON PLAN ARE MINIMUM 51ZE REQUIRED BY DE516N. <br />1. ALL LINTEL5 ARE TO BE LOCATED DIRECTLY ABOVE THE OPENIN6 BELOW <br />MA50NRY LINTEL A55EMBL I E5 <br />5EE 5GHEDULE AND 5PEGIFIGATION5 FOR ADD'L INFO <br />GROUT = GRovi <br />zt <br />- BOTTOM REINF. <br />PREGA5T LINTEL N/ PREGA5T LINTEL w/ <br />EMBEDDED REINF. � � I I EWEDDED REINF. <br />MB-1 MB-2 <br />m� <br />v <br />......... TOP REINF. OR CONT. z" GONT. BOND BEAM <br />BOND BEAM REINF. REINF. AS REQ'D <br />6RoUT <br />GROUT - BOTTOM REINF. <br />BOTTOM REINF. °� <br />- PREGA5T LINTEL N/ <br />PREGA5T LINTEL N/ ,� EMBEDDED REINF. <br />EMBEDDED REINF.6 t b' <br />MB-3 MB-4 <br />REFER TO 5-0.0 FOR TYPICAL <br />STRUCTURAL NOTES 8 SCHEDULES <br />seal: G.i��fi�®�� <br />a . <br />No <br />� o <br />;i� <br />' OF sAli <br />O copyrigh r a{lpl, <br />0M. z_ <br />UJ <br />w <br />w <br />z <br />o <br />Co <br />� <br />i z <br />a <br />w <br />a <br />°' <br />a <br />z <br />.a <br />A � <br />C,) <br />t �Z <br />m� <br />� <br />W ~ <br />C <br />"O <br />0° E <br />•— <br />D <br />o <br />W <br />p <br />Y � <br />o <br />y <br />m in <br />W <br />o N <br />cc <br />CM CL <br />7 <br />M&K project number: <br />068-200 1 1 <br />project mgr: NJ M <br />drawn by: KG K <br />issue date: 05-1 9-2 0 <br />REVISIONS: <br />date: initial <br />d <br />0 <br />O <br />J <br />J LL <br />W W <br />p z <br />O <br />z � W <br />d <br />� Q � <br />a' d U <br />Y <br />� a <br />w <br />O `y) Y <br />m � oz <br />Ld JJ <br />sheet: <br />� Fw2*0 <br />