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i <br />T— <br />C) <br />I <br />O <br />O <br />CV <br />d- <br />- <br />O <br />_I <br />a <br />401-011 <br />51_411 31_2 �� 5�_6 ��00, 2 _L <br />I4'-0" 4'-8" <br />on <br />40'-0" <br />SCALE: I/4"=1'-0" (22x34 SHEET) <br />SCALE: 1/6"=1'-0" (110 SHEET) <br />seal: <br />L�G�Ni7 <br />�Q' °• � <br />sue` <br />® 4 <br />r NO <br />r <br />• ® INTERIOR BEARING WALL <br />= ir <br />• = _ _ BEARING WALL ABOVE <br />-,�°a AT OF <br />• BEAM / HEADER <br />"s <br />f �C <br />• LOGATION AND EXTENT OF 5HEARWALL <br />© copyright : MULHERN kcUtr'EC 17 202 <br />Structural Engineering, Inc. <br />EXTENT OF OVERERAMIN6 <br />I___—J <br />C7 <br />am <br />----INDIGATE5 1/8"xl" SAW GUT GONTROL JOINT <br />Z <br />LL; <br />w <br />INDIGATE5 LOCATION OF REINEORGED GMU GORE <br />E. <br />o <br />z Cn <br />(SEE NOTES) <br />�e z <br />a w as <br />J L METAL HANGER <br />J ►� <br />INDIGATE5 POST ABOVE. PROVIDE 50LID <br />a .a <br />cc Q c <br />BLOGKIN6 UNDER P05T OR JAMB ABOVE. <br />Q. <br />U <br />=:) tM <br />Ole <br />41_ <br />1011 <br />51_211 <br />le <br />2r_811 <br />i <br />MA50NRY LINTEL I:)ETA I L5 <br />REINFORGEMENT <br />MARK <br />DE516NATION <br />TOP <br />BOTTOM <br />5HEAR REINFORGEMENT <br />MB-I <br />8F6-0B/0T <br />----- <br />----- <br />MB-2 <br />SFS-IB/OT <br />----- <br />(1) #5 <br />M13-3 <br />SFIb-IB/IT <br />(1) #5 <br />(U #5 <br />MB-4 <br />8RF14-1B <br />----- <br />----- <br />APPROVED LINTEL MANUFAGTURER5 ARE: GA5T-GRETE, QUALITY PREGA5T GO., <br />AND L6TT'5 GONGRETE. <br />NOTE5: <br />I. ALL LINTELS w/ 5PAN5 GREATER THAN 14'-0" SHALL BE PRE5TRE55ED. <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 REINFORCEMENT 5HALL BE GRADE 60, fy=60 k51 <br />6. ALL LINTELS 5PEGIFIED ON PLAN ARE MINIMUM 5IZE REQUIRED BY DE516N. <br />1. ALL LINTELS ARE TO BE LOGATED DIRECTLY ABOVE THE OPENING BELOW <br />� <br />WW <br />c <br />w <br />Z <br />°O E <br />a <br />�Z <br />Q A <br />Mo <br />N Cp <br />O CO <br />m <br />y <br />LY <br />C N <br />= <br />Cr) CL <br />IV <br />M&K project number: <br />068-200 1 1 <br />project mgr: <br />JSB <br />drawn by: DJ R <br />MA50NRY LINTEL A55EM15L I E5 <br />5EE 5GHEOULE AND 5PEGIFIGATION5 FOR ADD'L INFO ISSUe date: 1 2- 14-21 <br />1— <br />rr--T r-71 <br />I ' —MIN (I) GOURSE/t30ND I kr-t,- MIN. (1) GOJP-I;E ND REVISIONS: <br />L52J I BEAM ABOVE LINTEL Q I L4J I O <br />BEAM ABOVE LINTEL <br />7 --- Wc �ROur �Rour date: initial <br />BOTTOM REINF. <br />0 <br />T—' <br />PRECAST LINTEL.. w/ II �Q .. PREGA5T LINTEL. w/ <br />I„ <br />MB- I B-2 <br />EMEIEDDED REINF. M13 —#- EMBEDDED PEINF. <br />� <br />rr---T, TOP COURSE, IF <br />TOP COURSE, IF i LQJ 1 <br />L i REQ D PER ARCH. <br />v i i REQ'D PER ARCH. -� <br />- TOP REINF. OR GONT. GONT. BOND BEAM <br />BOND BEAM REINF. <br />I A5 REG2b <br />NGROUT `t BOTTOM REINF. <br />BOTTOM REINF. PRECAST LINTEL w/ <br /># PRECAST LEMBEDDED REINF. <br />Iw/ #�-# <br />-t-�-#- EMBEDDED RE REINF. <br />MB-3 N MB-4 <br />.REFER TO 5-0.0 FOR TYPICAL <br />STRUCTURAL NOTES I$ SCHEDULES <br />