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:,k _-u,.l�.,a.L.�il.lulh� ,.1L, I --- 1. L 1��_.�I�1111ii11L.YIIIIIL.UI lu�lt�._I-I-1JI11r�1�aVIl �t ui �lE!�� �l� 1 y,l�•.i,# Il 111�+ <br />-- i <br />0 <br />I <br />1— <br />Ln <br />(V <br />I <br />N <br />I <br />35'-0" <br />3'-2" V 4'-6" 2'-6 n 6'-411 4'-3" 4'-5" 4'-6" 5'-4" <br />MB—I I I MB—I I MB-1 <br />41_011 3'-211 41_211 le I �_4n 16'-011 <br />11'-411 5'-0" 18'-8" <br />35'-0" , <br />C <br />1 <br />r <br />t- <br />d- <br />I <br />t- <br />BLOCK PLAN <br />SCALE: 1/4"=1'—O" (22x34 SHEET) <br />SCALE: 1/6"=1'—O" (IlxI1 SHEET) <br />LEISEND <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 />(5EE NOTES) <br />J L METAL HANGER <br />INDIGATE5 P05T ABOVE. PROVIDE 50LID <br />BLOGKIN6 UNDER P05T OR JAMB ABOVE, <br />MA50NRY LINTEL PETA I L5 <br />REINFORCEMENT <br />MARK <br />DE516NATION <br />TOP <br />BOTTOM <br />SHEAR REINFORCEMENT <br />MEH <br />8F8-OB/0T <br />----- <br />----- <br />MB 2 <br />8F8-IB/0T <br />----- <br />(1) #5 <br />M13-3 <br />BFIb-IB/IT <br />(1) #5 <br />(1) #5 <br />43-4 <br />8RFI4-I15 <br />----- <br />APPROVED LINTEL MANUFACTURERS ARE: GA5T-GRETE, QUALITY PREGA5T CO., <br />AND LOTT'S GONGRETE. <br />NOTE5: <br />I. ALL LINTEL5 w/ 5PAN5 6REATER THAN 14'-0" 5HALL BE PRE5TRESSED. <br />2. 5HORE FILLED LINTEL5 A5 REQURIED. <br />3. ALL LINTELS 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=bO k9l <br />6. ALL LINTEL5 5PEGIFIED ON PLAN ARE MINIMUM 51ZE REQUIRED BY DESIGN. <br />1. ALL LINTEL5 ARE TO BE LOCATED DIREGTLY ABOVE THE OPENING BELOW <br />MAWNRY LINTEL A55EMBL I E5 <br />5EE 5614WR-E AND 5PECIFICATION5 FOR ADDL INFO <br />I i MIN 0) COURSEMOND + �— MIN. (1) GOIIRSE/BOND <br />L4J 1 BEAM ABOVE LINTEL i L4J I BEAM ABOVE LINTI3 <br />6ROUr 6ROUr <br />BOTTOM REINF. <br />p PRECAST LINTEL w/ PRECAST LINTEL w/ <br />#�- BlBEDDED REINF. i--�--� BIDED REINF. <br />MB-1 MB-2 <br />i i i i i++— TOP GOlIrLSE, IF <br />TOP COURSE, IF L4J <br />v L4J I RW%7 PER ARCH. L __-J REQb PER ARCH. <br />TOP REINF. OR GONT. CONT. BOND BEAM <br />BOND BEAM REINF. 9 REINF. AS REQb <br />6ROUr <br />GROUT BOTTOM REINF. <br />BOTTOM REINF. --a. PRECAST LINTEL w/ <br />�;: „ • B13EMW REINF. <br />I p• I iPREGAST LINTEL w/ #-�--f <br />EMBEVDED REINF. <br />MB-3 MB-4 <br />REFER TO 5-0.0 FOR TYPICAL <br />STRUCTURAL NOTES � SCHEDULES <br />seal' F <br />N 24 <br />T E 0 F - <br />© copyrightbl�ll FRM y� 2�21 <br />Structural Engineering, Inc. <br />a0 <br />Z <br />Ji-= <br />W <br />W <br />Z CJ <br />Ike <br />wQ oa.. <br />J (D .aM <br />Z= a I <br />U Q <br />o <br />pC c <br />W�CZ <br />Cn M <br />O° E <br />Q > A <br />J '= Q o <br />Z :2o <br />W Y;in 0 <br />2 ccQQ <br />y m tf7 <br />o <br />am <br />99 = <br />IV <br />M&K project number: <br />068-2001 1 <br />project mgr: J S B <br />drawn by: DJ R <br />issue date: `j 2- `j 4-2,1 <br />REVISIONS: <br />date: initial: <br />sheet: <br />F11111111112. 0 <br />