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I <br />J <br />�j <br />_I <br />T- <br />I <br />t— <br />Ln <br />r— <br />O <br />_I <br />O <br />CV CD <br />m � <br />1 <br />9 <br />I <br />38�_8�� <br />4'-6" 5'-11/2" 5'-0112" 6'-4" 3'-0" 4'-6" 4'-2" <br />MB-I MB-I MB-I <br />IIID-D <br />1-011 1/ 1_011 I-011 51-211_ 31-211 <br />51_011 <br />00 <br />20'-0" 5'-4" 13'-4" <br />O <br />i <br />I <br />_ O <br />I I <br />Cp cV O <br />i <br />0 <br />BLOCK PLAN <br />LEGEND <br />• ® INTERIOR BEARING WALL <br />• _ _ _ BEARING WALL ABOVE <br />• BEAM / HEADER <br />• LOCATION AND EXTENT OF SHEARNALL <br />I: :I EXTENT OF OVERFRAMIN6 <br />•-_ _- m_ - —INDIGATE5 I/8"A" 5AW GUT CONTROL JOINT <br />INDIGATE5 LOCATION OF REINFORCED GMU GORE <br />(SEE NOTES) <br />L METAL HANGER <br />INDIGATE5 P05T ABOVE. PROVIDE 50LID <br />BLOGKIN6 UNDER P05T OR JAMB ABOVE. <br />MW <br />MABONR*1 LINTEL OETAI L5 <br />REINFORCEMENT <br />MARK <br />DE516NATION <br />TOP <br />BOTTOM <br />SHEAR REINFORCEMENT <br />MB-1 <br />SFS-OB/OT <br />----- <br />----- <br />MB-2 <br />8F8-IB/OT <br />----- <br />(1) #5 <br />M13-3 <br />51=I6-I13/IT <br />(1) #5 <br />(1) #5 <br />M13-4 <br />8RFI4-IB <br />----- <br />----- <br />APPROVED LINTEL MANUFAGTURER5 ARE: GA5,T-GRETE, QUALITY PREGA5T GO., <br />AND LOTT'5 GONGRETE. <br />NOTES: <br />I. ALL LINTELS w/ 5PAN5 GREATER THAN 14'-0" SHALL BE PREE,TRE55ED. <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 REINFORGEMENT SHALL BE GRADE 60, f y=60 k5i <br />6. ALL LINTELS 5PEGIFIED ON PLAN ARE MINIMUM 51ZE REQUIRED BY DE516N. <br />1. ALL LINTELS ARE TO BE LOGATED DIRECTLY ABOVE THE OPENING BELOW <br />MA50NR'' LINTEL A55EMBL I E5 <br />5EE 5GHEDULE AND 5PEGIFIGATION5 FOR ADO'L INFO <br />LQJ+� MIN. (II GOUR5EBOND LQ J+ i -- MIN. (U GOURSEII"Of <br />BEAM ABOVE LINTEL i i BEAM ABOVE LINTEL <br />GROUT GROUT <br />BOTTOM REINF. <br />4Q. I PRECAST LINTEL w/ I , PRECAST LINTEL W <br />—V-4 EMBEDDED REINF. -# `-' EMBEDDED REINF. <br />MB-I MB-2 <br />LQ Jl+i-- TOP COURSE, IF <br />TOP COUR5E, IF i REOD MR ARGH. <br />REQ'D PER ARCH.----� <br />TOP REINF. OR CONT.LUB-4 <br />CONT. BOND BEAM <br />BOND BEAM REIW.REINF. AS READ <br />C7ROUT <br />GROUT BOTTOM REINF. <br />BOTTOM REINF. PRECAST LINTEL w/ <br />�` EMBEDDED REINF. <br />PRECAST REIN . EMBEDDED REINF.MB-3 <br />REFER TO 5-O.O FOR TYPIGRL <br />STRUCTURAL NOTES ff SGHEDULES <br />seal: W IJ 7, .1 . . <br />O ° <br />OF <br />-0 ^ Nit <br />0 cri <br />Z <br />c <br />W <br />W <br />z o <br />c� C" <br />z <br />W CL <br />J L <br />Q �' <br />z=D ¢ o <br />F-- A v <br />C.) d �a <br />S E <br />W F- <br />� <br />J m <br />Q j 1 <br />J'= Q <br />Z -0 CD <br />W H <br />2 cc? <br />S y m LO <br />W CM T— <br />C:) N <br />M&K project number: <br />068-2001 1 <br />project mgr: J S B <br />drawn by: DR <br />issue date: 10-2 2,-2, `j <br />REVISIONS: <br />date: initial <br />11/02/2021 EMG <br />J <br />W <br />0 <br />Z <br />Y <br />O <br />U <br />0., <br />0 <br />M <br />0 <br />sheet: <br />HH <br />0 <br />J <br />LL <br />U) <br />7D <br />1'/�''r� <br />W <br />r� <br />J <br />U <br />Y U) <br />1~ <br />0 Z <br />J J <br />SCALE: 1/4"=1'-O" (22x34 SHEET) <br />SCALE: I/S"=1'.-0" (IlxI1 SHEET) <br />Fm2.0 <br />