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O <br />i <br />in <br />6 <br />I <br />its <br />9 <br />41_2" 4'-6"6# 3'-2" (0'-2" 5'-01/2" 5'-1 1/2" 4'-6" 6'-0" <br />MB—I I I MB—I MB-1 <br />I"ICI-J <br />51-011 31-211 5'-211 <br />'-0 161-0 &*21-011 <br />131 <br />_411 ' 51 <br />_411 . 201_011 <br />d- <br />I <br />r <br />i <br />t- <br />in <br />r <br />Im <br />BLOCK PLAN <br />LEGEND <br />• ® INTERIOR BEARING WALL <br />• _ _ _ BEARIN& WALL ABOVE <br />• BEAM / HEADER <br />• LOCATION AND EXTENT OF 5HEARWALL <br />• I:: ; I EXTENT OF OVERFRAMIN6 <br />•-- — ----INDIGATE5 1/8" A" 5AW GUT CONTROL JOINT <br />INDIGATE5 LOGATION OF REINFORGED GMU GORE <br />(5EE NOTES) <br />J L METAL HANGER <br />INDIGATE5 P05T ABOVE. PROVIDE 5OLI1) <br />BLOGKING UNDER P05T OR JAMB ABOVE. <br />MABONW LINTEL DETAILS <br />REINFORGEMENT <br />MARK <br />DE5I6NATION <br />TOP <br />BOTTOM <br />SHEAR REINFORCEMENT <br />MB-I <br />SF8-OB/0T <br />----- <br />----- <br />MB-2 <br />8F8-IB/OT <br />----- <br />(1) #5 <br />MB-3 <br />8FI6-I5/IT <br />(1) #5 <br />(1) #5 <br />M13-4 <br />8RFI4-I15 <br />----- <br />----- <br />APPROVED LINTEL MANUFACTURERS ARE: GA5T-GRETE, QUALITY PREGA5T CO., <br />AND LOTT'S CONCRETE. <br />NOTES: <br />I. ALL LINTEL5 w/ 5PAN5 GREATER THAN 14'-0" SHALL BE PRE5TRE55ED. <br />2. 5HORE FILLED LINTELS A5 REQURIED. <br />3. ALL LINTELS SHALL HAVE 4" MINIMUM BEARING U.N.O. <br />4. DO NOT GUT OR MODIFY PRE5TRE55ED LINTELS. <br />5. ALL REINFORCEMENT 5HALL BE GRADE 60, fy=60 k6i <br />6. ALL LINTELS 5PEGIFIED ON PLAN ARE MINIMUM 51ZE REQUIRED BY DE516N. <br />1. ALL LINTEL5 ARE TO BE LOCATED DIRECTLY ABOVE THE OPENING BELON <br />MABONR`1' LINTEL ABBEMBL I EB <br />5EE SCHEDULE AND 5PEGIFIGATION5 FOR ADO'L INFO <br />L4J — MIN. (1) COURSEWV i t.4J - MIN. (1) COUR5FJ60ND <br />BEAM ABOVE LINTEL BEAM ABOVE LINTEL <br />BOTTOM REINF. <br />PRECAST LINTH W1 Q. 1 PRECAST LINTEL W EMBEDDED REINF. 4—&— F EMBEDDED REINF. <br />MB—I MB-2 <br />__ <br />i1 1 1 i L4J*t— TOP COURSE, IF <br />ih I L.Q TOP GOU25E, IF I RWV PER ARGN. <br />v i 1 REQ'D PEZ ARCH. <br />TOP REINF. OR CONT.GONT. BOND BEAM ilt- <br />BOND BEAM REW REINF. AS REQ'D <br />6RW <br />R....E <br />GROUT BOTTOM REINF. <br />130TTOM REINF. __PRECAST LINTEL. W <br />PRECAST LINTEL. W <br />EMBEDDED REINF. <br />EMBEDDED REINF. <br />MB-3 MB-4 <br />MEMMOW <br />L5T <br />EFER TO 5-O.O FOR TYPICAL <br />RUCTURAL NOTES � SCHEDULES <br />�i <br />seal: \iiiG. <br />No 77824 <br />13', STATE OF <br />O copyrig�i'%IIOf1iAI-�y <br />StrucE.0, I ngi eering, <br />Inc. <br />Z <br />z <br />JLU <br />W <br />W <br />Z <br />N <br />�Z <br />z <br />W <br />J <br />Q <br />� <br />U <br />• <br />4 <br />W F- <br />E-E <br />Q) <br />Q <br />J� <br />Q A <br />�CM <br />Z <br />W <br />:o <br />Y <br />2 <br />y <br />W <br />m <br />g c <br />M&K project number: <br />068-200 1 1 <br />project mgr: <br />J,S B <br />drawn by: <br />BC <br />issue date: 05-1 `[ -21 <br />REVISIONS: <br />date: initial: <br />sheet: <br />MAY <br />0 <br />0 <br />J <br />LL <br />W <br />t� <br />z <br />a <br />U <br />0 Z <br />.I :1 <br />F '-w <br />■ � <br />6,. <br />WALE: 1/4'*'-0" (2244 SHEET) <br />SCALE; 116'*'-0" (I AI SHEET) <br />Fm2.0 <br />i <br />