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a <br />0 <br />1 <br />IJ <br />0 =, <br />I <br />0 <br />T— <br />i <br />r <br />21-411 <br />401_0 1I <br />211-411 151_5 11 <br />51_411 41_/ 11 „ 51_q n , 51_rj 11 111. 61_411 . 3'-0" . 41_/ 11 41_211 <br />M <br />�1 • <br />VMS <br />51_611 <br />31_211 <br />4'-0" <br />51-411 <br />Nt <br />_I <br />1— <br />0 <br />I <br />0 <br />1- <br />5LOCK PLAN <br />SCALE: 1/4"=1'-0" (22x54 SHEET) <br />SCALE: 1/5"=1'—O" (110 SHEET) <br />LEGEND <br />• INTERIOR BEARING WALL <br />• - - - BEARI N6 WALL ABOVE <br />• BEAM / HEADER <br />• LOCATION AND EXTENT OF 5HEARWALL <br />I: :I EXTENT OF OVERERAMIN6 <br />•- - -----INDIGATE5 I/8"A" 5AW GUT CONTROL JOINT <br />INDIGATE5 LOCATION OF REINEORGED GMU GORE <br />El (5EE NOTES) <br />J L METAL HAN6ER <br />INDIGATE5 P05T ABOVE. PROVIDE 501-I1) <br />BLOGKIN6 UNDER P05T OR JAMB ABOVE. <br />MASONRY LINTEL PETA I L5 <br />REINFORCEMENT <br />MARK <br />0E516NATION <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 />(1) #5 <br />MB-3 <br />8FI6-IB/IT <br />(1) #5 <br />(1) #5 <br />MB-4 <br />SRF14-I5 <br />----- <br />----- <br />APPROVED LINTEL MANUFAGTURER5 ARE: GA5T-GRETE, QUALITY PREGA5T CO., <br />AND LOTT'S CONCRETE. <br />NOTE5: <br />I. ALL LINTELS w/ 5PAN5 6REATER THAN 14'-O" SHALL BE PRE5TRE55ED. <br />2. SHORE FILLED LINTELS A5 REQURIED. <br />3. ALL LINTELS SHALL HAVE 4" MINIMUM BEARING U.N.O. <br />4. DO NOT GUT OR MODIFY PRESTRE55ED 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 />MA50NR`( LINTEL A55EMSL I ES <br />5EE 51-'HEOULE AND 5PEGIFIGATION5 FOR ADD'L INFO <br />I i Ii+— MIN (1)I MIN. p) MP5E/BOND <br />LQJ I BEAM ABOVE LINTEL I LQJ I BEAM ABOVE LINTEL <br />GROUT GROUT <br />x a,, <br />BOTTOM REINF. <br />PREGA5T LINTEL w/ I Q ' PREGA5T LINTEL W <br />-# EMBEDDED REINF. #- EMBEDDED REINF. <br />MB-1 MB-2 <br />TOP COURSE, IF <br />1+E— TOP COURSE, IF I LQJ 1 <br />m 1 LQJ 1 I I REQ'D PER ARCH. <br />u 1 I REQb PER ARCH. L -J <br />a . TOP REINF. OR CONT. COW. BOND BEAM <br />BOND BEAM REINF. REINF. AS REQb <br />GROUT <br />GROIIf BOTTOM REINF. <br />BOTTOM REINF. PREGAST LINTEL w/ <br />PREGA5T LINTEL W � EMBEDDED REINF. <br />f�F EMBEDDED REINF. <br />MB-3 MB-4 <br />REFER TO 5-0.0 FOR TYPICAL <br />STRUCTURAL NOTES � SCHEDULES <br />�a <br />L= <br />�. <br />a Pi 0 <br />V <br />© copyright : MULHERLPj eeyye� <br />Strudur 1 eer ng, n . �GG, <br />Z <br />J� <br />w <br />w <br />Z <br />CJ <br />CD <br />rn <br />iC.D <br />Z <br />w <br />0- <br />J <br />Q <br />� <br />� <br />Z <br />Q o <br />U <br />• <br />� Q <br />tm <br />a� <br />W <br />Q <br />J� <br />> A <br />Qo <br />Cl)CDa <br />Z <br />W <br />0 <br />CP <br />Y <br />0 co <br />m`L6 <br />Sy <br />f� W <br />ac <br />CD N_ <br />cr) CL <br />IV <br />IF <br />M&K project number: <br />068-2001 1 <br />project mgr: <br />JSB <br />drawn by: <br />DJ R <br />issue date: 01-17-22 <br />REVISIONS: <br />date: initial: <br />J <br />W <br />0 <br />0 <br />ZQ <br />J <br />� <br />0-4 <br />LIJ <br />Y <br />2 <br />U <br />J <br />O <br />Q <br />J <br />M <br />� <br />sheet: <br />d <br />Q <br />a <br />0 <br />J <br />1L <br />