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i <br />5-7 <br />I <br />0 <br />I <br />r— <br />O <br />I <br />r <br />t— <br />LEGEND <br />• _ _ _ BEARIN6 WALL ABOVE <br />• BEAM / HEADER <br />• — — LOCATION AND EXTENT OF 5HEARWALL <br />EXTENT OF OVERERAMIN6 <br />•------- --- — INDIGATE5 1/8"A" SAW GUT CONTROL JOINT <br />INDIGATE5 LOCATION OF REINEORGED GMU GORE <br />ID (SEE NOTES) <br />J L METAL HAN6ER <br />INDIGATE5 P05T ABOVE. PROVIDE 50LID <br />BLOGKIN6 UNDER POST OR JAMB ABOVE. <br />MA50NRY LINTEL DETA I L5 <br />REINFORGEMENT <br />MARK <br />DE5I67NATION <br />TOP <br />BOTTOM <br />5HEAR REINFORGEMENT <br />MB-I <br />8F8-0B/OT <br />----- <br />----- <br />MB-2 <br />SF8-IB/OT <br />----- <br />(1) #5 <br />MB-3 <br />8F16-I13/IT <br />(1) #5 <br />(1) #5 <br />M13-4 <br />8RFI4-15 <br />----- <br />----- <br />APPROVED LINTEL MANUFAGTURER5 ARE: GA5T-GRETE, QUALITY PREGA5T GO., <br />AND LOTT'S GONGRETE. <br />NOTES: <br />I. ALL LINTEL5 w/ SPANS GREATER THAN 14'-0" 5HALL BE PRE5TRE55ED. <br />2. 5HORE FILLED LINTELS A5 REGMIED. <br />3. ALL LINTELS SHALL HAVE 4" MINIMUM BEARIN6 U.N.O. <br />4. DO NOT GUT OR MODIFY PRE5TRE55ED LINTELS. <br />5. ALL REINFORGEMENT 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 LOGATED DIREGTLY ABOVE THE OPENING BELOW <br />MASONRY LINTEL A55EMBL I E5 <br />5EE 50HE000LE AND 5PEGIFIGATION5 FOR ADD'L INFO <br />MIN. (1) GOI R5E/BOPlD I I '+� MIN. (U GOURSFJBOND <br />L4J I BEAM ABOVE LINTEL i L4J i BEAM ABOVE LINTEL <br />6ROUT 6ROrr <br />BOTTOM REINF. <br />I QQ I PRECAST LINTEL W PRECAST LINTEL W/ <br />i - EMBEDDED REINF. #-tL EMBEDDED REW <br />MB-1 MB-2 <br />_- I L4J+ �- TOP COURSE, IF <br />Fn I L4J+t— TOP COURSE 1F 1 I REQ'D PER ARCH. <br />I I REQb PER ARCH. L ---I <br />TOP REINF. OR CONT. GONT. BOND BEAM <br />BOND BEAM REINF. REINF. A5 REQD <br />6ROVr <br />C7im _ BOTTOM REINP. <br />BOTTOM REINF. MPREGA5T LINTEL W/ <br />� A � PRECAST LINTEL w/ EMBEDDED REINF' <br />EMBEDDED REINF. <br />MB-4 <br />REFER TO 5-0.0 FOR TYPICAL <br />STRUCTURAL NOTES 4 SCHEDULES <br />seal: %%stC��r�� <br />.` Q�••:G E N S F•.• G s,�: <br />• 24 : <br />A E OF ., <br />.�• •° <br />© copyright :Iu1R��♦ <br />Structural Er�ng,11,41 UZI <br />ocD <br />Z <br />J(3= <br />W <br />W <br />Z CD <br />z <br />W Oa.. <br />� V <br />a CD <br />Z� <br />U_ ' Q <br />C E <br />Uj <br />Q Q A <br />Jz -0o <br />=W 04 <br />p o ccss�� <br />y m ih <br />W C N <br />C c+� a <br />M&K project number: <br />068-200 1 1 <br />project mgr: ,J S B <br />drawn by: BC <br />issue date: 09-20-22 1 <br />REVISIONS: <br />date: initial: <br />11/22/2021 Dip, <br />ARGF M7URAL REVISIONS <br />MB I>0<A <br />Q � <br />O 0 <br />I <br />u' LL <br />O <br />d <br />• -1 � W U) <br />LLJ <br />MB3 v 0 <br />r% r% 0 <br />v1 <br />Z <br />1,-411 161-011 I'-411 5'-0" I'-4" 2'-1011 3'-211 4'-0" m O <br />Cl F+� <br />5LOCK PLAN <br />SCALE: 1/4"=1'—O" (22x54 SHEET) <br />SCALE: 1/8"=1'—O" (IlxI 1 SHEET) <br />sheet: <br />Fw2.0 <br />