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Q <br />70 <br />i <br />t— <br />A <br />1 <br />I <br />s <br />U01no <br />61-411 1' 4'-1011 , 31-2" , ( 1_OI1 <br />BLOCK PLAN <br />SGA LE: 1/4"=1'-O" (22x34 SHEET) <br />50ATLE: 1/6"=I'-0" (IIx11 SHEET) <br />FORM B <br />LE6END <br />• ® INTERIOR BEARING WALL <br />• _ _ _ BEARIN6 WALL ABOVE <br />• BEAM / HEADER <br />• LOGATION AND EXTENT OF 5HEARWALL <br />I::: :1 EXTENT OF OVERFRAMIN6 <br />• - —INDIGATE5 1/8"A" SAW GUT GONTROL JOINT <br />INDIGATE5 LOCATION OF REINEORGED GMU GORE <br />SEE NOTES) <br />J L METAL HAN6ER <br />INDIGATE5 P05T ABOVE. PROVIDE 50LID <br />BLOGKIN6 UNDER POST OR JAMB ABOVE. <br />MA50NR1' LINTEL PETA I L5 <br />REINFORCEMENT <br />MARK <br />DE516NATION <br />TOP <br />BOTTOM <br />5HEAR REINFORCEMENT <br />MB-I <br />8F8-OB/OT <br />----- <br />----- <br />MB-2 <br />8F8-IB/0T <br />----- <br />(1) #5 <br />M13-3 <br />8FI6-I5/IT <br />(1) #5 <br />(1) #5 <br />MB-4 <br />8RFI4-II3 <br />----- <br />----- <br />APPROVED LINTEL MANUFAGTURER5 ARE: GA5T-GRETE, QUALITY PREGA5T GO., <br />AND LOTT'S GONGRETE. <br />NOTES: <br />I. ALL LINTELS W SPANS 6REATER THAN 14'-0" SHALL BE PRESTRESSED. <br />2. SHORE FILLED LINTELS AS REGURIED. <br />3. ALL LINTELS SHALL HAVE 4" MINIMUM BEARIN6 U.N.O. <br />4. DO NOT GUT OR MODIFY PRE5TRE55ED LINTELS. <br />5. ALL REINFORCEMENT SHALL BE GRADE 60, f y=60 k51 <br />6. ALL LINTELS SPECIFIED ON PLAN ARE MINIMUM 51ZE REQUIRED BY DESIGN. <br />1. ALL LINTEL5 ARE TO BE LOCATED DIREGTLY ABOVE THE OPENING BELOW <br />MA50NR%( LINTEL A55EMBL I E5 <br />5EE 5GHEDULE AND 5PECIFICATION5 FOR ADD'L INFO <br />LQJ+1— MIN. (1) GOURSEWND 1 LQ j — MIN. (1) 000P—CfJWND <br />I I BEAM ABOVE LINTEL. I I BEAM ABOVE LINTEL <br />GROUT 6Rour <br />BOTTOM REINF. <br />s <br />PREGA5T LINTEL W I� ,Q, I� PREGA5T LINTEL W <br />4- L-�- EMBEDDED REINF. i`� EMBEDDED REINF. <br />MB-1 MB-2 <br />i I-a—L— TOP GOUR5E, IF <br />TOP GOUR5E, IF I LQJ <br />m I LQJ I REO'D PER ARCH. <br />u I I REO'D PER ARCH. <br />r TOP REINF. OR CONT. GONT. BOND BEAM <br />BOND BEAM REINF. REIN. A5 REQD <br />GROUT <br />GROUT BOTTOM REINF. <br />BOTTOM REIN. —7'-- PREGA5T LINTEL w/ <br />EMBEDDED REINF. <br />1 A• I PRECAST LINTS_ EMBEDDED REINF.. <br />MB-3 N MB-4 <br />REFER TO 5-0.0 FOR TYPICAL <br />STRUCTURAL NOTES &SCHEDULES <br />,� R174Fia� <br />seal: �c <br />: 1 <br />713,..4 <br />No <br />� o AT <br />© copyright. I CI #P10 <br />Structural Engineering, Inc. <br />CM <br />J� <br />W <br />W <br />Z <br />Z <br />W <br />0— <br />J <br />� <br />Q <br />Z� <br />C..) <br />A <br />-' Q. <br />t <br />h-- <br />Ch <br />0 cb <br />j <br />J <br />m E <br />Q <br />Jz <br />> • <br />no <br />W <br />I= <br />H <br />� <br />o <br />COP) <br />W <br />m L <br />CD N <br />= <br />M a <br />1vr <br />IV <br />I <br />M&K project number: <br />068-200 1 1 <br />project mgr: <br />J S B <br />drawn by: <br />DJ R <br />issue date: 0 `j -13-2 2 <br />REVISIONS: <br />date: initial: <br />sheet: <br />P" <br />Cz <br />4 <br />0 <br />0 <br />O <br />Z <br />CL <br />Ld <br />O <br />J <br />Z <br />4 <br />U <br />z 0)a <br />< (n f� (Y) Y <br />J J <br />Fw2.0 <br />