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c <br />1 <br />d <br />'1 1 <br />31-211 1. 4'-1011 110 / 1-211 <br />11-1011 <br />i <br />i <br />r <br />LEGEND <br />• m _ = = = BEARING WALL ABOVE <br />• BEAM / HEADER <br />0 � � M LOCATION AND EXTENT OF 5HEARWALL <br />EXTENT OF OVERFRAMIN6 <br />L•ii—'J <br />0 — — —INDIGATE5 I/6"A" 5AW GUT CONTROL JOINT <br />INDIGATE5 LOCATION OF REINFORCED GMU GORE <br />El (5EE NOTES) <br />J L METAL HANGER <br />INDIGATE5 P05T ABOVE. PROVIDE 501-I0 <br />BLOCKING UNDER P05T OR JAMB ABOVE. <br />MASONR'' LINTEL DETAILS <br />REINFORCEMENT <br />MARK <br />DE516NATION <br />TOP <br />BOTTOM <br />5HEAR REINFORCEMENT <br />MB-1 <br />8F8-0B/0T <br />---- <br />---- <br />MB-2 <br />SFb-IB/OT <br />----- <br />(1) #5 <br />MB-3 <br />W16-I13/IT <br />(1) #5 <br />(1) #5 <br />M5-4 <br />8RF14-IB <br />--- <br />----- <br />APPROVED LINTEL MANUFAGTURER5 ARE: GA5T-GRETE, QUALITY PREGA5T CO., <br />AND LOTT'S CONCRETE. <br />NOTES: <br />I. ALL LINTEL.5 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 LINTEL5. <br />5. ALL REINFORGEMENT SHALL BE GRADE bo, fy=bo ksl <br />6. ALL LINTEL5 SPECIFIED ON PLAN ARE MINIMUM 51ZE REQUIRED BY DE516N. <br />1. ALL LINTEL5 ARE TO BE LOCATED DIRECTLY ABOVE THE OPENING BELOW <br />MASONRY LINTEL ASSEMBLIES <br />5EE 5GHEOULE AND 5PEGIFIGATIONS FOR ADM INFO <br />MIN. 0) COIRSPJBOPID I 1— MIN. (000URSFJBOt� <br />L4J I BEAM ABOVE LINTEL I L4J i BEAM ABOVE LINTEL <br />GROUT 6ROUT <br />BOTTOM REINF. <br />l p. l PRECAST LINTEL W/ l p. I PRECAST LINTEL W <br />^ --`�� EMBEDDED REINF. f-'�fi B EEDDED FEW. <br />MB-1 MB-2 <br />TOP COURSE, IF <br />I++— TOP COURSE, IF 1 LQJ 1 <br />m � I LQJ i 'D I 1 REQ'D PER ARCH. <br />REQPER ARCH. <br />TOP REW OR CONT. GONT. BOND BEAM <br />BOND BEAM REIN. REIW* A5 REoD <br />6ROUT <br />i 6ROUT BOTTOM REW <br />BOTTOM REW WPRECAST LINTEL W/ <br />I a• I PRECAST LIRE w/ <br />�--a- Dwoom REINF. <br />'--`�� ENDED REINF. <br />MB-3 N MB-4 <br />REFER TO 5-0.0 FOR TYPICAL <br />STRUCTURAL NOTES 8 SCHEDULES <br />seal:00, <br />E F <br />/, " e✓ a .ti'': °> , a '��`b�° <br />© copyright 44,i = s <br />Structural Engineering, Inc. <br />oCD <br />Z <br />JLU <br />w <br />W <br />z <br />N <br />c� <br />cr) <br />z <br />r- <br />W <br />J <br />d <br />CID <br />Q <br />°C <br />H <br />0 <br />� E <br />C..) <br />'r �4 <br />Uj <br />E <br />a <br />z <br />a <br />.J <br />W <br />N <br />Y <br />y <br />W <br />m` <br />c N <br />C. <br />CY) O. <br />M&K project number: <br />068-2001 1 <br />project mgr: J S B <br />drawn by: MJT <br />issue date: 0 1 -2 6-2 1 <br />REVISIONS: <br />■ date: initial: ■ <br />d <br />O <br />0 <br />J <br />LL <br />V V <br />I —f _. V <br />�. <br />40'-0" <br />w <br />Z <br />0 <br />x <br />°- <br />d <br />BLOCK PLAN <br />W <br />] <br />SCALE: 1/4"=1'-O" (22x34 SHEET) <br />a <br />0 <br />J <br />'Q <br />SCALE: 1/6"=1'-O" (Ilxl1 SHEET) <br />> <br />0 Z <br />�--.� <br />J J <br />sheet: <br />Fllo2.0 <br />