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.at11f€6E4e. <br />ri <br />RIM <br />0 <br />r— <br />O <br />T— <br />- I <br />N Cp <br />0 <br />I <br />0 <br />Is <br />401-011 <br />181_Q11 211-411 <br />41-211 CJ C31-2 11 Cl / `� 1-211 1 5I_rf 11 51-�] 11 ij 1 _! 11 51_411 <br />V I `ME3-1 <br />I_411 21-211 51-/ 11 21_411 1/ 1_011 21-411 <br />40 <br />1141_011 51_411 201-p�CJJ11 <br />0-0 <br />40 1 _011 <br />1 <br />1 <br />t- <br />i <br />f <br />BLOCK PLAN <br />SCALE: 1/4"=1'-O" (22x34 SHEET) <br />SCALE: I/8"=1'-0" (IlxI1 SHEET) <br />• ® INTERIOR BEARING WALL <br />• - = - BEARING HALL ABOVE <br />• BEAM / HEADER <br />• LOCATION AND EXTENT OF 5HEARHALL <br />I: :I EXTENT OF OVERFRAMIN6 <br />• - INDICATES I/8"A" 5AH GUT CONTROL JOINT <br />INDICATES LOCATION OF REINFORCED GMU GORE <br />El (SEE NOTES) <br />J L METAL HANGER <br />INDICATES POST ABOVE. PROVIDE 50LID <br />BLOGKIN6 UNDER P05T OR JAMB ABOVE. <br />MABONRY LINTEL DETA I LB <br />REINFORCEMENT <br />MARK <br />DE516NATION <br />TOP <br />BOTTOM <br />5HEAR REINFORCEMENT <br />MB-1 <br />SF8-013IOT <br />----- <br />----- <br />MB-2 <br />8F8-IB/OT <br />----- <br />(I) #5 <br />MB-3 <br />8FI6-IB/IT <br />(I) #5 <br />(1) #5 <br />MB-4 <br />SRFI4-IB <br />----- <br />----- <br />APPROVED LINTEL MANUFAGIURER5 ARE: GA5T-GRETE, QUALITY PREGA5T GO., <br />AND LOTT'5 GONGRETE. <br />NOTE5: <br />I. ALL LINTELS W SPANS 6REATER THAN 14'-0" SHALL BE PRE5TRE55ED. <br />2. 5HORE FILLED LINTELS A5 REQURIED. <br />3. ALL LINTELS SHALL HAVE 4" MINIMUM BEARIN6 U.N.O. <br />4. DO NOT GUT OR MODIFY PRE5TRE55ED LINTELS. <br />5. ALL REINFORGEMENT SHALL BE 6RADE 60, f y=60 ksl <br />6. ALL LINTEL5 5PEGIFIED ON PLAN ARE MINIMUM 51ZE REQUIRED BY DE516N. <br />1. ALL LINTEL5 ARE TO BE LOCATED DIRECTLY ABOVE THE OPENIN6 BELOW <br />MA50NR1' LINTEL A55EMBL I E5 <br />5EE 5GHEDULE AND 5PEGIFIGATION5 FOR ADD'L INFO <br />i <br />1 + �— MIN. (1) GOURSEIBOND I I ++— MIN. (1) COUR5E/BOND <br />L4- i BEAM ABOVE LINTEL i L<1J 1 BEAM ABOVE LINTEL <br />GROUT GROUT <br />BOTTOM REINF. <br />PRECAST LINTEL w/ PRECAST LINTEL W <br />EMBEDDED REIN. _ EMBEDDED REIN. <br />HQ-1 IF MB-2 <br />rr---n <br />rr---n <br />1 1 I IL4JI+ �- TOP COURSE, IF <br />m IL4J+ —TOP COURSE, IF L----' REO D PER ARGH. <br />v 1 I REOV PER ARCH. <br />" TOP REINF. OR GONT. COW. BOND BEAM <br />BOND BEAM REINF. REIN. A5 REQD <br />Z GROUT <br />GROUT BOTTOM REIN. <br />BOTTOM REIN. PRECAST LINTEL W <br />PRECAST LINTELDD. EMBEDDED REIN. <br />#--�--i <br />EMBEED REIN. <br />MB-3 MB-4 <br />REFER TO 5-0.0 FOR TYPICAL <br />STRUCTURAL NOTES ff SCHEDULES <br />% ' =r <br />seal <br />N 77824 <br />�� ' S T E O IF rr <br />Off. A, <br />� 5 <br />© copyright : MULHERN & KULP <br />SEP, 2giter2021 <br />ac0 <br />Z <br />cc <br />w <br />w <br />Z c <br />CD � <br />z <br />w Oa <br />J L' <br />Q o <br />.n <br />Z= Q <br />�— <br />Ei <br />LU CE S - 'C-- <br />0° E <br />4C Q <br />J Z -0 o <br />p o <br />o <br />y m �h <br />Lil C N C. co Q <br />M&K project number: <br />068-2001 1 <br />project mgr: JSB <br />drawn by. BC <br />issue date: 09-13-21 <br />REVISIONS: <br />date: initial: <br />d <br />O <br />U. <br />w co <br />(D <br />Q z <br />0 x <br />Z � W <br />w U <br />OJ N x <br />z <br />m Q. J J <br />sheet: <br />FoN2.0 <br />— - - <br />