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0 <br />4.1 <br />4'-2" 4'-6" 3'-0" 6'-4" 5-01/2" 5'-11/2" 4'-6" 6'-0" <br />MB-1 MB-1 MB-1 <br />O <br />i <br />1 <br />2J <br />O <br />- <br />_ <br />CV <br />I <br />9 <br />a <br />I"Ip-J <br />5'-0" 3'-21' 5'-21' I-0" 16'-0" 2'-0" <br />10 <br />131-411 51 <br />_411 20'-0I1 <br />I <br />t- <br />L) <br />%n <br />I <br />T— <br />i <br />CD CV <br />T_ lf) <br />1 <br />I <br />G <br />BLOGK PLAN <br />LEGEND <br />• ® INTERIOR BEARING WALL <br />• _ _ _ BEARING WALL ABOVE <br />• BEAM / HEADER <br />• — — — LOCATION AND EXTENT OF 5HEARWALL <br />1: I EXTENT OF OVERFRAMIN6 <br />• -- - - INDIGATE 1/8"A" 5AW GUT CONTROL JOINT <br />INDIGATE5 LOCATION OF REINFORCED GMU GORE <br />El (SEE NOTES) <br />J L METAL HANGER <br />INDIGATE5 P05T ABOVE. PROVIDE 50LID <br />BLOGKIN6 UNDER P05T OR JAMB ABOVE. <br />MABONRY LINTEL OETA I LB <br />REINFORCEMENT <br />MARK <br />DESIGNATION <br />TOP <br />BOTTOM <br />5HEAR REINFORCEMENT <br />M13-1 <br />SFS-OB/OT <br />----- <br />----- <br />MB-2 <br />8F8-IB/OT <br />----- <br />(I) #5 <br />MB-3 <br />SFIb-IB/IT <br />(1) #5 <br />I <br />(1) #5 <br />MB-4 <br />8RF14-IB <br />----- <br />----- <br />APPROVED LINTEL MANUFAGTURER5 ARE: GA5T-GRETE, QUALITY PREGA5T GO., <br />AND LOTT'S CONCRETE. <br />NOTE5: <br />I. ALL LINTELS w/ 5PAN5 GREATER THAN 14'-0" 5HALL BE PRE5TRE55ED. <br />2. 5HORE FILLED LINTEL5 A5 REQURIED. <br />3. ALL LINTEL5 SHALL HAVE 4" MINIMUM BEARING U.N.O. <br />4. DO NOT GUT OR MODIFY PRE5TRE55ED LINTEL5. <br />5. ALL REINFORCEMENT SHALL BE GRADE 60, fy=60 k51 <br />6. ALL LINTEL5 5PEGIFIED ON PLAN ARE MINIMUM 51ZE REQUIRED BY DE516N. <br />1. ALL LINTELS ARE TO BE LOCATED DIRECTLY ABOVE THE OPENING BELOW <br />MA50NRY LINTEL A55EMBL I E5 <br />SEE 5GHEOULE AND 5PEGIFIGATION5 FOR ADD'L INFO <br />MIN. (1) GOUR5E_/130141J I LQJ MIN. (1) GOURSE/BOND <br />i BEAM ABOVE LINTEL i i BEAM ABOVE LINTEL <br />GROUT GROUT <br />BOTTOM REINF. <br />i- PRECAST LINTEL w/ I p. I PRECAST LINTEL. w/ <br />EMBEDDED REINP. �—t EMBEDDED REINF. <br />MB-I MB-2 <br />rr--1, <br />I I I �- TOP COURSE, IF <br />TOP COURSE, IF 1 L4J I <br />m� I L4J I REQb PER ARCH. <br />REQD PER ARCH. --_--� <br />TOP REINF. OR G.ONT. CONBOND BEAM <br />BOND BEAM REINF. REINF. AS REQb <br />GROUT <br />GROUT BOTTOM REINF. <br />BOTTOM REINF. PRECAST LINTEL W/ <br />�- <br />q. I PRECAST LINTEL w/ � EMBEDDED REINF. <br />t e'eWDED REINF. <br />MB-3 MB-4 <br />REFER TO S-O.O FOR TYPICAL <br />STRUCTURAL NOTES � SCHEDULES <br />1111111111111117 <br />seal: <br />N <br />Z4 E OF <br />tl6YL�ii9 <br />© copyright: MULHERN & KULP <br />Structural Engineering, Inc. <br />ozZ <br />JLU <br />w <br />w <br />zCJ <br />�Z <br />z <br />w aQ,. <br />J <br />Q � <br />OC <br />Z= A <br />II— � <br />U � Q <br />i a Q A <br />J� <br />z <br />LU CAP o <br />y m <br />W N <br />cc <br />IV <br />IV <br />M&K project number: <br />068-1 9022 <br />project mgr: JSB <br />drawn by: BC <br />issue date: 09-21-21 <br />REVISIONS: <br />date: initial: <br />02/22/22 Dip, <br />sheet: <br />d <br />Q <br />a <br />0 <br />J <br />L. <br />d <br />J <br />d <br />U <br />V-1 <br />ICY)LL U) <br />f— <br />Oz <br />J J <br />00 <br />SCALE: 1/4"=1'-O" (22x34 SHEET) <br />SCALE: I/S"=1'-0" (IlxI1 SHEET) <br />Fw2.0 <br />