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i I I U <br />A <br />O <br />I <br />f <br />I <br />O <br />I <br />r <br />N <br />I <br />m <br />35'-0" <br />5'-411 '4 11 41_511 41_511 / 1-211 41-/ 11 31-211 <br />16'-011 <br />11'-4 <br />18'-E <br />35'-011 <br />51_011 <br />41_211 <br />31-211 <br />11'-411 <br />t- <br />Lf� <br />CIS (mil <br />y- m <br />N <br />I <br />BLOCK PLAN <br />LEGEN17 <br />• ® INTERIOR BEARING WALL <br />• _ _ _ = BEARIN6 WALL ABOVE <br />• BEAM / HEADER <br />• LOCATION AND EXTENT OF 5HEARKALL <br />I::::::::: I EXTENT OF OVERFRAMIN6 <br />J <br />• - - --------INDIGATE5 1/8" A" 5AW GUT CONTROL JOINT <br />INDICATES LOCATION OF REINFORGED GMU GORE <br />El (5EE NOTES) <br />J L METAL HANGER <br />INDIGATE5 P05T ABOVE. PROVIDE 50LIO <br />BLOGKIN6 UNDER P05T OR JAMB ABOVE. <br />MASONRY LINTEL 17ETA I L5 <br />REINFORCEMENT <br />MARK <br />DE516NATION <br />TOP <br />130TTOM <br />SHEAR REINFORCEMENT <br />MB-I <br />8F8-OB/OT <br />----- <br />----- <br />MB-2 <br />SF8-I13/OT <br />----- <br />(I) #5 <br />ME,-3 <br />SFI6-I13/IT <br />(1) #5 <br />(I) #5 <br />MB-4 <br />8RFI4-I5 <br />----- <br />----- <br />APPROVED LINTEL MANUFAGTURER5 ARE: CAST-GRETE, QUALITY PREGA5T GO., <br />AND LOTT'5 GONGRETE. <br />NOTES: <br />I. ALL LINTEL5 w/ SPANS 6REATER THAN 14'-O" SHALL BE PRE5TRE55ED. <br />2, 5HORE FILLED LINTEL5 A5 REQURIED. <br />3. ALL LINTELS 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 k51 <br />6. ALL LINTEL5 5PEGIFIED ON PLAN ARE MINIMUM 51ZE REQUIRED BY DE516N. <br />1. ALL LINTELS ARE TO BE LOCATED DIRECTLY ABOVE THE OPENING BELOW <br />MABONW LINTEL A55EMBL I E5 <br />5EE 5CHEDLE AND 51FECIFICATION5 FOR ADD'L INFO <br />I L4J+~ MIN. (1) COWSE/BOND i �4J+� MIN. (I) GOURSE/BOND <br />I I BEAM ABOVE LINTEL I I BEAM ABOVE LINTEL <br />GROUT GROUT <br />BOTTOM REIN. <br />a, 1 �DLINT NF. I Q. I PRECAST LINTEL w/ <br />�--�� _ i` -L t EMBEDDED REIN. <br />MB—I MB-2 <br />TOP GOUR5E, IF <br />I+•,— TOP COURSE, IF I L4J I <br />LQJ I I I REQ'D PER ARCH. <br />v I I REQ'D PER ARCH. �----' <br />TOP REIN. OR CANT. GONT. BOND BEAM <br />BOND BEAM REIN. REIN. A5 RE(2'D <br />GROUT <br />6ROUT BOTTOM REIN, <br />BOTTOM REIN. --- PREGA5T LINTEL W <br />9EMBEDDED REIN. <br />PRECAST LINTEL W4 Y -{ <br />EMBEDDED REIN. <br />M13-3 ry MB-4 <br />REFER TO 5-0.0 FOR TYPICAL <br />STRUCTURAL NOTES ff SGHEDULES <br />seal: \������� G. <br />* f4o 778Lill <br />264 * a <br />STATE OF <br />0 <br />t� NAL <br />© copyright: IWAfJh14 Rolle <br />Structural Engineering, Inc. <br />z <br />Z <br />JL <br />W <br />W <br />Z c <br />Z <br />W a- <br />__J L- <br />a <br />Z= <br />�/ C..)�a <br />cc t <br />W� <br />= Q Q A <br />J� <br />Z :� <br />W Y <br />p o <br />2 <br />y m _ <br />t <br />CC C v <br />M&K project number: <br />068-200 1 1 <br />project mgr: JSB <br />drawn by: BC <br />issue date: 05- 1 4_2 1 <br />REVISIONS: <br />date: initial: <br />MAY <br />J <br />W <br />0 <br />Z <br />2 <br />a <br />W <br />x <br />a <br />w <br />Y <br />� <br />U <br />= <br />O <br />� <br />J <br />M <br />d <br />sheet: <br />d <br />0 <br />0 <br />LL <br />d <br />UQ <br />d <br />U <br />d <br />N W <br />f� Y. <br />0 2 <br />J J <br />SCALE: 1/4"=1'-0" (2244 SHEET) <br />SCALE: 116'*'-0" (110 SHEET) <br />Fm2.0 <br />