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t7 <br />I'. <br />A <br />35-0 11 <br />110 51-411 1. 4'-611 ,. 41_511 41_511 ,. 6'-4" „2'-41' <br />0 <br />I <br />N <br />I <br />m <br />LEGEND <br />• = = = = =, BEARING WALL ABOVE <br />• BEAM / HEADER <br />• — — — LOCATION AND EXTENT OF SHEARWALL <br />1: • ::::::: I EXTENT OF OVERFRAMING <br />•---- - - ----INDIGATE5 I/8"A" 5AW GUT CONTROL JOINT <br />INDIGATE5 LOGATION OF REINFORCED GMU GORE <br />El (5EE NOTE5) <br />J L METAL HANGER <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 />SHEAR REINFORCEMENT <br />M13-1 <br />8F8-05/OT <br />----- <br />----- <br />MB-2 <br />8F8-IB/OT <br />----- <br />(1) #5 <br />MB-3 <br />81`16-I13/IT <br />(1) #5 <br />(1) #5 <br />M13-4 <br />8RF14-15 <br />----- <br />----- <br />APPROVED LINTEL MANUFAGTURER5 ARE: GA5T-GRETE, QUALITY PREGA5T CO., <br />AND LOTT'S GONGRETE. <br />NOTES: <br />I. ALL LINTEL5 W 5PAN5 GREATER THAN 14'-0" SHALL BE PRE5TRE55ED. <br />2. 5HORE FILLED LINTEL5 A5 REQURIED. <br />3. ALL LINTEL5 5HALL HAVE 4" MINIMUM BEARING U.N.O. <br />4. DO NOT GUT OR MODIFY PRE5TRE55ED LINTEL5. <br />5. ALL REINFORGEMENT SHALL BE GRADE 60, fy=60 k9I <br />6. ALL LINTEL5 5PEGIFIED ON PLAN ARE MINIMUM 51ZE REQUIRED BY DE516N. <br />1. ALL LINTEL5 ARE TO BE LOGATED DIREGTLY ABOVE THE OPENING BELOW <br />MA50NR*' LINTEL A55EMBL I E5 <br />5EE 5GHEDULE AND 5PEGIFIGATION5 FOR ADD'L INFO <br />rr--Ti 1 it <br />1 1RSND <br />t '++— MIN �J c iBOND I 1 + �— MIN. n1 GaUE1BO <br />1 L4J i BEAM ABOVE LINTEL i L4J I BEAM ABOVE LINTEL <br />GROUT GROUT <br />BOTTOM REIW. <br />PRECAST LINTEL W/ PRECAST LINTEL W <br />EMBEDDED REINF. Y EMBEDDED REIW. <br />MB-1 MB-2 <br />—TOP COURSE, IF <br />i '++— TOP CURS OE, IF <br />m I L4J I I I REQ D PER ARCH. <br />I I REQb PER ARCH. � --� <br />TOP REIW. OR GONT. GONE. BOND BEAM <br />BOND BEAM REIW. REIW. AS REQb <br />6ROUT <br />GROUT BOTTOM REIW. <br />BOTTOM REIW. -- PRECAST LINTEL w/ <br />I . E PRECAST LINTEL. w/ � #-�--� <br />EMBEDDED RELIEF. <br />�--# EMBEDDED REIW. <br />MB-3 ry MB-4 <br />REFER TO 5-0.0 FOR TYPICAL <br />STRUCTURAL NOTES I$ SCHEDULES <br />seal: ��Areeues <br />�y F <br />ti© <br />Z -0, ATEt <br />"rWNq� ,AW- O, ftc.2022 <br />acD <br />Z <br />LU <br />w <br />W <br />z <br />Z <br />z <br />< <br />w <br />0- <br />� <br />Q <br />Zcr_= <br />.o <br />Q� <br />�- <br />U <br />• <br />� 4 <br />oc <br />W� <br />�Q) <br />.5 <br />T� <br />m E <br />i Q <br />z <br />! <br />o <br />IEEIIJ <br />W <br />Y CP <br />o <br />m <br />y <br />N.1 <br />C N <br />C <br />I:h a. <br />VF <br />M&K project number: <br />068-200 T 1 <br />project mgr: J S B <br />drawn by: DJ R <br />issue date: 01- `j 7-2 2 <br />REVISIONS: <br />date: initial: <br />E rn <br />O <br />• MB—I MB—I <br />• W W W W LL <br />W <br />Q � <br />I <br />a <br />W (n <br />z Ld <br />C) <br />= a Ld d <br />MB-3 V < <br />W• W 0 <br />I 11 —4 16 I —0II ;1— 4 <br />—4 11 5 I —0II II —4II 2I —10II 31 —211 4I —0II 0 <br />W <br />BLOCK PLAN. <br />SCALE: 1/4"= I'-0" (22x34 SHEET) <br />SCALE: 1/6"=1'-0" (IlxI1 SHEET) <br />sheet: <br />Fw2.0 <br />