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LEGEND seal: \y�;ttt1lj►rjtf�i <br />• ® INTERIOR BEARING WALL kt4o 77824 <br />• _ _ _ BEARING WALL ABOVE * CC — <br />�y :4 STATE OF ; <br />BEAM / HEADER <br />• M � m LOCATION AND EXTENT OF 5HEARWALL © copyrighC, M�1�1iERIdfi�Nt44 ��\\\\ <br />�trdaurelitn�lriebring, Inc. <br />• I: • : : ► EXTENT OF OVERFRAMIN6 <br />• — — —----INDIGATE5 1/8" A" 5AW GUT CONTROL JOINT LU <br />N <br />35'-011 > INDIGATE5 LOGATION OF REINFORCED GMU GORE Z <br />(5) z 4'-(b 4'-5-42-44-w CL5'-4" J L METALHAN6ER <br />MB-1 MB-1 MB-1 + a <br />INDIGATE5 POST ABOVE. PROVIDE 50LID °C E E <br />• • • • • .. • • , • • BLOCKING UNDER P05T OR JAMB ABOVE. � � i $ <br />�p LU <br />1 E <br />=a Q. <br />• -� z <br />W Y <br />0 <br />y m <br />• Lil N <br />�CL <br />I <br />!n <br />O <br />t— • IF <br />• �p <br />M&K project number: <br />068-2001 1 <br />• <br />_ project mgr: ,.J S B <br />drawn by: <br />mDR <br />MASONRY LINTEL ASSEMBLIES issue date: Og�8O�2 � <br />5EE 5GHEDULE AND 5PEGIFIGATION5 FOR ADD'L INFO <br />L4 J+ 1 - MIN. (I) GOURSEIBOND i `Q�f+~— MIN p) GOURSE/BOND REVISIONS: <br />I 1 BEAM ABOVE LINTEL 1 I BEAM ABOVE LINTEL <br />ct� �wour GROUT date: initial: <br />PRECAST LINTEL rr/ PRECAST LIINTEL W 03/17/22 E)JR <br />MB-I-I e•3EDOD REItF. EMBEOM MB-2 REIIF• <br />MAR 3 1 2022 <br />r`- 1 I j 1 1 COURSE, IF <br />•%.71 I 1+� TOP COURSE, IF I i_DJ� TOP <br />in I L4J 1 I I REOP PER ARCH. I 1 REQ'D PER ARCH. CONT. BOND BEAM t� 11j <br />BOND BEAM REINF. REINF. A5 REQb � <br />• TOP REINF. OR CONT. <br />GROUT <br />O \_ GROUT • BOTTOM REINF. <br />PRECAST LINTEL w/ • <br />I .... BOTTOM FEW Cz <br />- I \Z PRECAST LINTEL W �� EMBED REINF. co <br />BEDDED FEW <br />MB-3 MB-4 <br />REFER TO 5-0.0 FOR TYPICAL � <br />_ N STRUCTURAL NOTES $ 5GHEDULE5 <br />LU <br />MB-1 <br />• . >:>: <br />I m <br />1 Q <br />• m MB-1 MB-1 J <br />• • • . . • <br />�r L' <br />w <br />I <br />Q z <br />a <br />� cn <br />w � <br />I ] <br />CV <br />J <br />� O O <br />I 0 1�1 rr � <br />V <br />MB 3 V x <br />• • .......0 u, x <br />u1 N � <br />I I_411 1' 1_011 11_ij ' 51-011 I_41I 2'-1011 31-21I i( I-011 0 _ <br />181_{,111 / 1-411 (01_011 <br />le <br />351-011 BLOCK PLAN sheet: <br />SCALE: 1/4"= I'-O" (2244 SHEET) <br />SCALE: 1/6"=1'-O" (IlxI1 SHEET) <br />Fm2.0 <br />MASONRY LINTEL DETAILS <br />REINFORCEMENT <br />MARK <br />DESIGNATION <br />TOP <br />BOTTOM <br />SHEAR REINFORCEMENT <br />MB-I <br />aF8-OB/OT <br />----- <br />----- <br />MB-2 <br />8F8-IB/OT <br />----- <br />(I) �5 <br />MB-3 <br />SFIb-IB/IT <br />(I) #5 <br />(I) #5 <br />MB-4 <br />8RF14-IB <br />----- <br />----- <br />APPROVED LINTEL MANUFACTURERS ARE: CAST-GRETE, QUALITY PRECAST CO., <br />AND LOTT'S CONCRETE. <br />NOTES: <br />I. ALL LINTELS w/ SPANS GREATER THAN 14'-O" SHALL BE PRESTRESSED. <br />2. SHORE FILLED LINTELS AS REQURIED. <br />3. ALL LINTELS SHALL HAVE 4" MINIMUM BEARING U.N.O. <br />4. DO NOT GUT OR MODIFY PRESTRESSED LINTELS. <br />5. ALL REINFORCEMENT SHALL BE GRADE 60, fy=60 k51 <br />b. ALL LINTELS SPECIFIED ON PLAN ARE MINIMUM 51ZE REQUIRED BY DESIGN. <br />7. ALL LINTELS ARE TO BE LOCATED DIRECTLY ABOVE THE OPENING BELOW <br />V <br />