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■ <br />35I-011 <br />04 <br />31-21I ij 1—/ n `T 21— �( 11 ( `i" 1,001 `i 1— 11 �j i 1-5II �/ �j 1-511 1—/ II 51-411 <br />AAM 1 CIKAf�I `KAM I <br />z <br />O <br />I <br />f <br />6 <br />O <br />I <br />r- <br />LEGEND <br />• ® INTERIOR BEARIN6 WALL <br />• _ _ _ BEARIN6 WALL ABOVE <br />• BEAM / HEADER <br />• LOCATION AND EXTENT OF 5HEARWALL <br />r-:-.-.-.-1 <br />I: • ::::::: I EXTENT OF OVERFRAMIN6 <br />• - ­- -- ------INDIGATE5 1/8"A" 5AW GUT CONTROL JOINT <br />INDIGATE5 LOCATION OF REINFORCED GMU GORE <br />(SEE NOTE(;) <br />J L METAL HAN6ER <br />INDIGATE5 P05T ABOVE. PROVIDE 50LID <br />BLOGKIN6 UNDER P05T OR JAMB ABOVE. <br />MABONRY LINTEL PETA I L5 <br />REINFORCEMENT <br />MARK <br />DE516NATION <br />TOP <br />BOTTOM <br />5HEAR REINFORCEMENT <br />MB-I <br />8F8-OBI0T <br />----- <br />----- <br />MB-2 <br />SF8-IB/0T <br />----- <br />(1) #5 <br />MB-3 <br />8F16-I5/IT <br />(1) #5 <br />(1) #5 <br />MB-4 <br />8RFI4-IB <br />----- <br />----- <br />APPROVED LINTEL MANUFAGTURER5 ARE: GA5T-GRETE, QUALITY PREGA5T GO., <br />AND LOTT 5 GONGRETE. <br />NOTE5: <br />I. ALL LINTEL5 W SPANS 6REATER THAN 14'-0" SHALL BE PRESTRESSED. <br />2. 5HORE FILLED LINTEL5 A5 REOURIED. <br />3. ALL LINTEL5 5HALL HAVE 4" MINIMUM BEARIN6 U.N.O. <br />4. DO NOT GUT OR MODIFY PRE5TRE55ED LINTELS. <br />5. ALL REINFORGEMENT 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 LOCATED DIREGTLY ABOVE THE OPENING BELOW <br />MA50NRY LINTEL A55EMBL I E5 <br />5EE 5GHEDULE AND 5PECIFIGATION5 FOR ADD'L INFO <br />L4J* MIN. (1) GaURSE/BM i i_4J+t— MIN. (1) GOURSE/BOND <br />1 1 BEAM ABOVE LINTEL 1 1 BEAM ABOVE LINTEL <br />GROUT 6ROUT <br />BOTTOM REIN. <br />PREGA5T LINTEL K/ I p. I PREGAST LINTEL w/ <br />EMBEDDED REIN. #—"—# EMBEPOW REIPF. <br />MB-1 MB-2 <br />rr--�, i i 1+►— TOP COURSE, IF <br />in I i_4J+� TOP COURSE, IF 1 LQJ 1 <br />1 1 REOV PER ARCH. REQb PER ARCH. <br />TOP REIN. OR GONT. GONT. BOND BEAM <br />BOND BEAM REIN. REIN. A5 REQb <br />GROUT <br />6ROI1T BOTTOM REIN. <br />BOTTOM REIN. -_a PRECAST LINTEL w/ <br />.16".., T-k r r I <br />I r,. PREGA5T LINTEL w/ t-�t <br />EMBEDDED REIN. <br />_--'4 EMBEp REIN. <br />MB-3 MB-4 <br />REFER TO 5-0.0 FOR TYPICAL <br />STRUCTURAL NOTES 8 SCHEDULES <br />seal: - <br />r 7 <br />F � , <br />>T G, r <br />J <br />© copyright: MULHERRP A 2 LULL <br />Structural Engineering, Inc, <br />0 cD <br />Z <br />J� <br />w <br />w <br />Z <br />z <br />w <br />J <br />Q <br />Z <br />C U <br />W� <br />a <br />Z <br />W <br />y <br />W <br />CD <br />rn <br />a <br />C7 <br />A Q <br />.It <br />C Ei <br />'C <br />•� j <br />m E <br />> A <br />a� <br />CD o <br />o <br />Y <br />0 <br />mLO <br />0 <br />N <br />M M <br />M&K project number: <br />068-200 1 1 <br />project mgr: .J S B <br />drawn by: D R <br />issue date: 0 of-2, 9.2 `j <br />REVISIONS: <br />date: initial: <br />02/22/22 DJR <br />FIZINGH DOOR REVISION <br />�t <br />I <br />t- <br />Q <br />iz <br />0 <br />LL <br />I <br />Z <br />i <br />r- <br />0 <br />0.. <br />Ld U) <br />Z) <br />J <br />a w d <br />U <br />I~ <br />U co d <br />0 Lr) y <br />►-� 0 Z <br />J 1 <br />BLOCK PLAN <br />SCALE: 1/4"=1'—O" (22x34 SHEET) <br />SCALE: 1/5"=1'—O" (110 SHEET) <br />sheet: <br />Fl"2 . 0 <br />