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-- I I I_. , 'U ! . . 1 I 'III 1 1 II <br />at9lg'-.. <br />n <br />1 <br />I <br />N <br />1 <br />m <br />r— <br />n <br />40'-011 <br />211-411 y 181_811 <br />' 5'-411 , 4'-611 I' 5'—qII , 51— 1" .�'; 6'-4" 1, 31—I11 1, 414911 110 41-211 <br />'-411 V 161-011 I 21_411 <br />20'-8" <br />.M <br />VMS <br />51_611 <br />31-211 <br />41-011 <br />51-411 <br />0 <br />1 <br />t'- <br />cL N <br />m <br />Is <br />N <br />I <br />m <br />1 <br />BLOCK PLAN <br />SCALE: 1/4"=I'-O" (22x34 SHEET) <br />SCALE: 1/8"=1'-O" (IlxI 1 SHEET) <br />LEGEND <br />• TUTTT= INTERIOR BEARIN6 WALL <br />• _ _ _ _ BEARIN6 WALL ABOVE <br />• BEAM / HEADER <br />• LOCATION AND EXTENT OF 5HEARWALL <br />EXTENT OF OVERFRAMIN6 <br />L'—'- _'J <br />•-' - --'-----INDICATES 1/8"A" 5AW GUT CONTROL JOINT <br />INDIGATE5 LOCATION OF REINFORCED GMU GORE <br />El (5EE NOTES) <br />J L METAL HAN6ER <br />INDIGATE5 P05T ABOVE. PROVIDE 5OLID <br />BLOGKIN6 UNDER POST OR JAMB ABOVE. <br />MA50NRY LINTEL DETAILS <br />REINFORGEMENT <br />MARK <br />DE516NATION <br />TOP <br />BOTTOM <br />SHEAR REINFORCEMENT <br />MB-I <br />SF8-OB/OT <br />----- <br />----- <br />MB-2 <br />8F8-I6/OT <br />----- <br />(1) #5 <br />M13-3 <br />SPIb-IB/IT <br />(1) #5 <br />(1) #5 <br />MB-4 <br />8RF14-IB <br />----- <br />----- <br />APPROVED LINTEL MANUFACTURERS ARE: GA5T-GRETE, QUALITY PRECAST GO., <br />AND LOTT'5 CONCRETE. <br />NOTES: <br />I. ALL LINTELS w/ SPANS 6REATER THAN 14'-0" SHALL BE PRESTRESSED. <br />2. SHORE FILLED LINTEL5 AS REBURIED. <br />3. ALL LINTEL5 SHALL HAVE 4" MINIMUM BEARIN6 U.N.O. <br />4. DO NOT GUT OR MODIFY PRESTRESSED LINTELS. <br />5. ALL REINFORCEMENT SHALL BE 6RADE 60, fy=60 k51 <br />6. ALL LINTELS SPECIFIED ON PLAN ARE MINIMUM SIZE REQUIRED BY DE516N. <br />1. ALL LINTELS ARE TO BE LOCATED DIRECTLY ABOVE THE OPENING BELOW <br />MASONRY LINTEL A55EMBL I E5 <br />5EE 56HEDULE AND 5PEGIFIGATION5 FOR ADD'L INFO <br />1 i 1++— MIN. (1) COLRSEA30NJ MIN. (1) GaUR5E/BONV <br />LQJ I BEAM ABOVE LINTEL I LQJ i BEAM ABOVE LINTEL <br />GROAT GROUT <br />BOTTOM REINF. <br />I I PRECAST LINTEL W I q, PRECAST LINTEL W <br />#-a.� EMBEDDED REINF. 4-&I EMBEDDED REINF. <br />MB-1 MB-2 <br />rr--1, <br />1 II TOP GOUR5E, IF <br />1 TOP COURSE, IF 1 LQJ I <br />LQ_1-4- I REQb PER ARCH.---- 1 REQb PER ARCH. <br />TOP REINF. OR GONi. GONT. BOND BEAM <br />BOND BEAM REINF. REINF. A5 REOb <br />GROUT <br />GROUT BOTTOM REINF. <br />4:. <br />BOTTOM REINF. rn PRECAST LINTEL w/ <br />PRECAST LINTEL w/�D REINF. <br />t -mot EMBEDDED REINF. <br />MB-3 ry MB-4 <br />REFER TO 5-0.0 FOR TYPICAL <br />STRUCTURAL NOTES & SCHEDULES <br />IV <br />d U ` <br />• -r, °, <br />AT 0 r. <br />�lte�R�� �3 2022 <br />(� copyright : MULHERN & KULP <br />Structural Engineering, Inc. <br />CD <br />w <br />= z <br />� <br />z <br />r <br />W <br />_I <br />Oa.. <br />E <br />I-- <br />U <br />Cr <br />A <br />Q <br />= <br />cr_ <br />tm <br />C_Ei <br />W F- <br />� Q) <br />.S <br />M <br />4 <br />J� <br />¢ A <br />�C:) <br />Z <br />,o 0 <br />W <br />p <br />Y <br />o <br />2 <br />y <br />UJ <br />m <br />C N <br />cc <br />Cn CL <br />M&K project number: <br />068-2001 1 <br />project mgr: <br />,J S B <br />drawn by: <br />BC <br />issue date: 09- `j 3-21 <br />REVISIONS: <br />date: initial: <br />1 2�R FZ DJF <br />d <br />0 <br />O <br />J <br />Ll, <br />J <br />W W <br />z <br />0 a <br />(L d <br />w U <br />U 2 N F- <br />O `1 °° Y <br />d 1� <br />z <br />M0... J J <br />sheet: <br />Fpo2.0 <br />