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0 <br />r- <br />C�' <br />I <br />r— <br />I <br />O <br />I <br />11 <br />a <br />,. <br />351_011 <br />41_ 1011 41_611 11_011 - - 61_411 <br />MB-1 I MB-1 <br />MB- I Q 11 <br />4'-011 31-21' 31-211 11-0' 41-511 I'-0 <br />',*k <br />101-411 61_511 - <br />351_011 <br />seal: ®�`l�, <br />® 7 24 <br />• ® INTERIOR BEARING WALL <br />o • cv,. <br />® 05 <br />• _ _ _ BEARI N6 WALL ABOVE <br />• a, <br />• BEAM / HEADER <br />4®® <br />• — — — LOCATION AND EXTENT OF 5HEARWALL <br />• <br />© copyright : MULHLP <br />structural Engineering; Inc. <br />r.-7.7.7.71 <br />• I: : : I EXTENT OF OVERERAMINI5 <br />om <br />_.__INDICATES 1/8"A" 5AW GUT CONTROL JOINT <br />=WJLU <br />�z c <br />INDICATES LOCATION OF REINFORCED CMU GORE <br />El <br />CD a, <br />(5EE NOTES) <br />•- <br />na.. <br />J L METAL HANGER <br />INDIGATE5 P05T ABOVE. PROVIDE 50LID <br />aw <br />_ E <br />41_011 31_211 5�_211 <br />BLOGKIN6 UNDER P05T OR JAMB ABOVE. <br />A ' E- <br />U a. <br />� <br />61_011 <br />131_011 <br />r- <br />m <br />0 <br />d� <br />MA50NR1' LINTEL PETA I L5 <br />REINFORCEMENT <br />MARK <br />DE516NATION <br />TOP <br />BOTTOM <br />SHEAR REINFORCEMENT <br />MB-I <br />SFS-OB/OT <br />----- <br />----- <br />MB-2 <br />8F8-IB/0T <br />----- <br />(1) #5 <br />MB-3 <br />SFI6-I5/IT <br />(1) #5 <br />(1) #5 <br />MB-4 <br />SRFI4-I13 <br />----- <br />----- <br />APPROVED LINTEL MANUFAGTURER5 ARE: GA5T-GRETE, QUALITY PRECAST GO., <br />AND LOTT'S GONGRETE. <br />NOTES: <br />I. ALL LINTELSw/ SPANS GREATER THAN 14'-0" SHALL BE PRE5TRE55ED. <br />2. SHORE FILLED LINTELS AS REG2URIED. <br />3. ALL LINTELS SHALL HAVE 4" MINIMUM BEARING U.N.O. <br />4. DO NOT GUT OR MODIFY PRESTRESSED LINTELS. <br />5. ALL REINFORGEMENT SHALL BE 6RADE 60, fy=60 k5f <br />6. ALL LINTELS 5PEGIFIED ON PLAN ARE MINIMUM 51ZE REQUIRED BY DE516N. <br />1. ALL LINTELS ARE TO BE LOGATED DIREGTLY ABOVE THE OPENIN6 BELOW <br />MASONRY LINTEL A55EMBL I E5 <br />5EE 5GHEDULE AND 5PECIFICATION5 FOR ADD'L INFO <br />rr---T" rr-71 <br />1 i I — MIN. (1) GOUR5EWND 1 i +a— MIN. (1) GOUR5EWND <br />1 L.QJ I BEAM ABOVE LINTEL I LQJ i BEAM ABOVE LINTEL <br />6ROUi 6ROUf <br />BOTTOM REINF. <br />I a, I PRECAST LINTEL w/ Q� PRECAST LINTEL W <br />_ -#-y—f- EMBEDDED REIN. EMBEDDED REINF. <br />MB- I MB-2 <br />1 i_Q J+i— TOP COURSE, IF <br />I 1 +�— TOP GOUR5E, IF <br />m I LQJ I I I RE PER ARCH. <br />v I _ I REQ'D PER ARCH. - -� <br />s TOP REINF. OR CANT. GONT. BOND BEAM <br />BOND BEAM REINF. REINF. A5 REQb <br />GROUT <br />GROUT BOTTOM REINF. <br />BOTTOM REINF. PRECAST LINTEL W <br />r EMBEDDED REINF. <br />PRECAST LINTEL w/ #mot <br />EMBEDDED REINF. <br />MB-3 _A�N MB-4 <br />oc <br />W ~ <br />_ <br />:2 <br />.= <br />j <br />_J <br />0° E <br />a <br />>• <br />aCD <br />.J_ <br />Z <br />W <br />d <br />y <br />� <br />� <br />y <br />LU <br />m � <br />O N <br />C■ <br />CM CL <br />M&K project number: <br />068-1 9029 <br />project mar: <br />TSB <br />drawn by: BC <br />issue date: 09- `j 5-2 T <br />REVISIONS: <br />date: initial: <br />02122122 DJR <br />f�lGFF DOOR REVISION <br />Aj <br />�•ry�W <br />�r CIO <br />REFER TO 5-0.0 FOR TYPIGAL Cz o <br />STRUCTURAL NOTES I$ SGHEDULES <br />�O <br />