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I <br />d' <br />t— <br />35'-0" <br />5'-4" 4'-y/�"" 1. 4'-5" 4'-5" 1. (01-2" I.2I-6I' 1. 4'-6" I, 31_211 ' <br />LEGENP <br />• _ _ _ = BEARING WALL ABOVE <br />• BEAM / HEADER <br />• LOCATION AND EXTENT OF 5HEARNALL <br />I: I EXTENT OF OVERFRAMIN6 <br />•---- -- -n• ---INDIGATE5 1/8"A" 5AN GUT CONTROL JOINT <br />INDIGATE5 LOCATION OF REINFORCED GMU GORE <br />ID (5EE NOTE5) <br />J L METAL HANGER <br />INDIGATE5 P05T ABOVE. PROVIDE 50LID <br />BLOCKING UNDER P05T OR JAMB ABOVE. <br />MA50NR`( LINTEL DETAILS <br />REINFORCEMENT <br />MARK <br />DE5I65NATION <br />TOP <br />BOTTOM <br />5HEAR REINFORCEMENT <br />M13-1 <br />8F8-OB/0T <br />----- <br />----- <br />MB-2 <br />8F8-IB/OT <br />----- <br />(1) #5 <br />MB-3 <br />8F16-I13/IT <br />(1) #5 <br />1 (1) #5 <br />MB-4 <br />8RF14-IB <br />----- <br />----- <br />APPROVED LINTEL MANUFAGTURER5 ARE: GA5T-GRETE, QUALITY PREGA5T GO., <br />AND LOTT'S GONGRETE. <br />NOTE5: <br />I. ALL LINTEL5 w/ 5PAN5 GREATER THAN 14'-0" SHALL BE PRE5TRE55ED. <br />2. 5HORE FILLED LINTELS A5 REQURIED. <br />3. ALL LINTELS 5HALL HAVE 4" MINIMUM BEARING U.N.O. <br />4. DO NOT OUT OR MODIFY PRESTRESSED LINTELS. <br />5. ALL REINFORGEMENT SHALL BE GRADE 60, f y=(o0 ks1 <br />6. ALL LINTELS 5PEGIFIED ON PLAN ARE MINIMUM 517E REQUIRED BY DE5I6N. <br />1. ALL LINTEL5 ARE TO BE LOGATED DIREGTLY ABOVE THE OPENING BELOW <br />MASONRY L I NTEL ASSEMBL I E5 <br />5EE SCHEDULE AND 5PECIFICATION5 FOR AEVL INFO <br />— MIN. (1) GOUR5E/BOND � +r--- MIN. O) GOURSE/BOND <br />L4J I BEAM ABOVE LINTEL i L4J I BEAM ABOVE LINTEL <br />6ROUT 6ROUT <br />BOTTOM REINF, <br />p. I PRECAST LINTEL w/ PRECAST LINTEL W <br />M#—B— I EMBEDDED REINS M- EMBEDVED REINF. <br />I+�-- TOP COURSE, IF <br />TOP COURSE, IF � LQJ - <br />L4J 1 REOV PER ARCH, R V PER ARCH. <br />TOP REINF. OR CONT. CONT. BOND BEAM <br />BOND BEAM REINF. REINF. A5 f;MGV <br />6ROUT <br />GROUT BOTTOM REINF. <br />BOTTOM REINF. • PRECAST LINTEL W <br />EMBEDDED REINF. <br />PRECAST LINTEL W �--�t <br />-t—�-�- EMBEDDED REINF. <br />MB-3 N MB-4 <br />REFER TO 5-0.0 FOR TYPICAL <br />STRUCTURAL NOTES ff SCHEDULES <br />seal: <br />Z No 77824 1 <br />9 <br />P` STATE Of ti <br />ANAu e.e�n(�991 Inc. <br />0 (D <br />z <br />JLU <br />W <br />W <br />z <br />z <br />W <br />J <br />Q <br />z� <br />F- <br />C U <br />W� <br />JZ <br />W <br />2 y <br />W <br />0C <br />VF <br />�' <br />-1 <br />M N <br />cTj n <br />M&K project number: <br />068.2001 1 <br />project mgr: .J S B <br />drawn by: BC <br />issue date: 07-02-21 <br />REVISIONS: <br />date: initial: <br />MB 1 Nt <br />w O <br />O 0 <br />I J <br />u� LL <br />• uG,l <br />,Q <br />• o W U) <br />I <br />N ] <br />J <br />Ld <br />' U <br />MB 3 <br />.. O CAI <br />I'-4" 5'-0" 1'-4",110" 2'-10" 3'-2" 4'-0" M J J <br />W <br />BLOCK PLAN <br />sheet: <br />SCALE: 1/4"= I'-0" (2244 SHEET) <br />SCALE: 1/5"=1'-0" (Ilxl1 SHEET) <br />Fw2.0 <br />