Laserfiche WebLink
fs <br />f; <br />O <br />i <br />O <br />I <br />_ <br />- <br />CV <br />I <br />CD <br />i <br />i <br />3QI_O, II <br />4'-211 4'-6" Le 3'-21' 1## 61-211 51-0 1121' v 5'-1 11211 41-6" 6'-01 <br />1 <br />MB-I I I MB-I I MB-1 <br />I"IL—✓ <br />51-0 <br />II 31-211 5-211 I —oil 1( I-0I1 21-01I <br />01/ <br />131-411 ' 51_411 ' 201-011 <br />i <br />d- <br />I <br />r— <br />i <br />CD (V <br />p <br />1 <br />I <br />lop <br />iajWoTd Mho <br />LE&END <br />• ® INTERIOR BEARIN6 WALL <br />• _ _ _ BEARIN6 WALL ABOVE <br />• BEAM / HEADER <br />• LOCATION AND EXTENT OF 5HEARKALL <br />EXTENT OF OVERFRAMIN6 <br />• - INDIGATE5 1/8" A" 5AW GUT CONTROL JOINT <br />INDIGATE5 LOCATION OF REINFORCED GMU GORE <br />a <br />(SEE NOTES) <br />J L METAL HANGER <br />INDIGATE5 P05T ABOVE. PROVIDE 50LID <br />BLOGKIN6 UNDER P05T OR JAMB ABOVE. <br />MA50NRY 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 />81=8-I13/0T <br />----- <br />(1) #5 <br />MB-3 <br />8FI6-I6/IT <br />(1) #5 <br />(1) #5 <br />M13-4 <br />8RF14-IB <br />----- <br />----- <br />APPROVED LINTEL MANUFA6TURER5 ARE: 6A5T-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 LINTELS A5 REQURIED. <br />3. ALL LINTEL5 5HALL HAVE 4" MINIMUM BEARIN6 U.N.O. <br />4. DO NOT GUT OR MODIFY PRE5TRE55ED LINTEL5. <br />5. ALL REINFORCEMENT SHALL BE 6RADE 60, fy=60 k5l <br />6. ALL LINTELS 5PEGIFIED ON PLAN ARE MINIMUM 51ZE REQUIRED BY DE516N. <br />1. ALL LINTELS ARE TO BE LOCATED DIRECTLY ABOVE THE OPENIN6 BELOW <br />MABONRY LINTEL ABBEMBL I E5 <br />5EE 5GHEOULE AND 5PEGIFIGATION5 FOR ADVL INFO <br />Ij--jl 11 �I <br />L4J+ MIN. (1) GOR5EWHO i L4J — MIN. (1) GOUR5EBOND <br />I I BEAM ABOVE LINTEL. I I BEAM ABOVE LINTEL <br />GROUT GROUT <br />BOTTOM REINF. <br />a PREGA5T LINTEL W PREGA57 LINTEL W <br />F EMI E ED REINF. 4-0 EMBEDDED REINF. <br />o <br />MB-I MB-2 <br />rr---T, <br />TOP COURSE, IF <br />TOP CaV5E, IF I LQ 1 <br />m I L4J I I I REQb PER ARCH. <br />v I I RE <br />Qb PER ARCH. �----� <br />TOP REINF. OR CONT. GONT. BOND BEAM <br />BOND BEAM REINF. REIN. AS REQb <br />GROUT <br />GROUT BOTTOM REIN. <br />. BOTTOM REINF. • PRECAST LINTEL r1/ <br />a'. I PRECAST LINTEL w/ EMBEDDED REIN. <br />� �-�--�--{- <br />EMBEDDED REIN. <br />MB-3 ry MB-4 <br />REFER TO 5-0.0 FOR TYPICAL <br />STRUCTURAL NOTES � SGHEDULES <br />seal: ��`5 G.• .F <br />• N <br />• <br />r � <br />r <br />10 •. ST E <br />o <br />© copyright : MULNAN & KULP <br />Structural Enginell�pnA 32021 <br />�++ <br />o C7 <br />Z <br />JLU <br />W <br />W <br />Z <br />o <br />�CY) <br />z <br />w <br />ca.. <br />J <br />Q <br />CD <br />N <br />rr <br />Z= <br />ccU <br />A <br />� Q <br />C <br />W '- <br />Q) <br />�a <br />M <br />Q. <br />_!o <br />W <br />� <br />co op <br />o <br />y <br />LU <br />m L6 <br />C N <br />M&K project number: <br />068-19022 <br />project mgr: <br />,J S B <br />drawn by: <br />BC <br />issue date: 09-21-2 <br />REVISIONS: <br />date: initial: <br />s <br />Cz•P" <br />Cz <br />W <br />� <br />Z <br />Q~ <br />z <br />Y <br />0 <br />U <br />a' <br />� <br />J <br />MC) <br />sheet: <br />d <br />Q <br />0 <br />LL <br />W <br />J <br />U <br />� � <br />(Y)(n <br />0 z <br />—j —j <br />SCALE: 11411=1'-011 (22x34 SHEET) <br />SCALE: I/8"=l'-0" (IIxl 1 SHEET) <br />Fw2.0 <br />