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11; <br />1 <br />I <br />CV <br />m <br />1 <br />40'-0" <br />00 21'-411 <br />' 51_/T11 ' ' 5�_�]�� ' 561-411 i, 5I-0" 1, 4'-611 1, 4'_2�� <br />1(1_011 21-411 51_/ 31-21151_ j II <br />201_511 51-411 141-011 <br />of <br />CJ 401_011 <br />I <br />r- <br />0 <br />I <br />r <br />1, <br />m <br />N <br />I <br />m <br />I <br />0 <br />0 <br />r <br />BLOCK PLAN <br />SCALE: 1/4"=1'-0" (22x34 SHEET) <br />SCALE: 1/6"=V-0" (IlxI1 SHEET) <br />LEGEND <br />• ® INTERIOR BEARIN6 WALL <br />• — — — BEARIN6 WALL ABOVE <br />• BEAM / HEADER <br />• LOCATION AND EXTENT OF 5HEARWALL <br />• I:::::::::I EXTENT OF OVERFRAMIN6 <br />•-----INDIGATE5 1/8"A" 5AW GUT CONTROL JOINT <br />INDIGATE5 LOCATION OF REINFORCED GMU GORE <br />El (SEE NOTES) <br />J L METAL HANGER <br />INDIGATE5 P05T ABOVE. PROVIDE 5OLID <br />BLOGKIN6 UNDER P05T OR JAMB ABOVE. <br />MABONR*' LINTEL DETA I L5 <br />REINFORCEMENT <br />MARK <br />DE5I6NATION <br />TOP <br />BOTTOM <br />SHEAR REINFORCEMENT <br />MB-I <br />8F8-OB/OT <br />----- <br />----- <br />MB-2 <br />8F8-IB/OT <br />----- <br />(I) #5 <br />M9-3 <br />SFIb-IB/IT <br />(1) #5 <br />(I) #5 <br />MB-4 <br />8RFI4-IB <br />----- <br />----- <br />APPROVED LINTEL MANUFAGTURER5 ARE: CAST-GRETE, QUALITY PREGA5T GO., <br />AND LOTT'5 CONCRETE. <br />NOTES: <br />I. ALL LINTELS w/ 5PAN5 6REATER THAN 14'-0" 5HALL BE PRE5TRE55ED. <br />2. 5HORE FILLED LINTEL5 A5 REQURIED. <br />3. ALL LINTEL5 5HALL HAVE 4" MINIMUM BEARIN6 U.N.O. <br />4. DO NOT GUT OR MODIFY PRE5TRE55E0 LINTEL5. <br />5. ALL REINFORCEMENT 5HALL BE 6RADE 60, fy=60 k5i <br />6. ALL LINTELS 5PEGIFIED ON PLAN ARE MINIMUM 51ZE REQUIRED BY DE516N. <br />1. ALL LINTEL5 ARE TO BE LOCATED DIRECTLY ABOVE THE OPENING BELOW <br />MABONRY L I NTEL A55EMBL I E5 <br />5EE 5GHEOULE AND 5PECIFIGATION5 FOR ADD'L INFO <br />I+-- MIN. (1) GOURSE/BOND I '�� MIN. (1) GOUR5F"ND <br />L.Q I BEAM ABOVE LINTEL i L4J I BEAM ABOVE LINTEL <br />GROUT GROUT <br />BOTTOM REINF. <br />0. PREGA5T LINTEL w/ PRECAST LINTEL W <br />_ -#J-# EMBEDDED REINF. #- —1` EMBEDDED REINF. <br />MB-1 MB-2 <br />TOP COURSE, IF <br />TOP COURSE, IF 1 L4J I <br />itm L4J 1 1 I READ PER ARCH. <br />v 1 I REQ'D PER ARCH. �----� <br />-- CONT. BOND BEAM <br />TOP REINF. OR CONT. REINF. A5 REQ'P <br />BOND BEAM REINF. <br />GROUT <br />GROvr BOTTOM REINF. <br />BOTTOM REINF. PRECAST LINTEL W <br />PRECAST LINTEL { <br />EMBEDDED REINF. <br />EMBEDDED REINF.. tai <br />MB-3 ry MB-4 <br />REFER TO 5-0.0 FOR TYPICAL <br />STRUCTURAL NOTES � SCHEDULES <br />seal �o% <br />•~0 <br />�•• <br />24 <br />r <br />:� •; E of <br />A <br />� .. <br />copyri 10`II�L`+ <br />5 2021 <br />String, Inc. <br />CD <br />z <br />J� <br />W <br />W <br />Z <br />c� <br />z <br />w na. <br />J <br />Q -CD <br />Z <br />L7 M-�Q <br />c E <br />t� <br />UJF— Q) <br />_? <br />ZJ CO <br />a Q A <br />.Jz -2o <br />W Y <br />G <br />y M to <br />W o N <br />�. Cn CL <br />M&K project number: <br />068-2001 1 <br />project mgr: J S S <br />drawn by: DR <br />issue date: 1 0-1 9-21 <br />REVISIONS: <br />date: initial: <br />11/02/2021 EMG <br />4 <br />0 <br />O <br />Lt <br />J UJ U) <br />(D <br />Q z <br />0 x <br />(. <br />Z � U) <br />4 <br />d � <br />W U <br />z <br />x <br />Q.. J J <br />sheet: <br />Fw2.0 <br />