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I <br />6'_011 4'-6" 5'-1 1/211 5'-0 1/2" 6'-211 31-211 4 <br />1_/ 1I 41_211 <br />MB—I I MB-1 MB—I <br />t- <br />Ln <br />I <br />r <br />cry <br />LEGENP <br />• ® INTERIOR BEARING WALL <br />• _ _ _ BEARING WALL ABOVE <br />• BEAM / HEADER <br />• LOCATION AND EXTENT OF 5HEARWALL <br />I: :I EXTENT OF OVERFRAMING <br />•--- — --n —INDIGATE5 I/8"A" 5AW GUT GONTROL JOINT <br />M INDIGATE5 LOCATION OF REINFORCED GMU GORE <br />((;EE NOTES) <br />J L METAL HANGER <br />• INDIGATE5 P05T ABOVE. PROVIDE 50LID <br />BLOGKING UNDER P05T OR JAMB ABOVE. <br />MASONRY LINTEL DETAILS <br />REINFORCEMENT <br />MARK <br />DE516NATION <br />TOP <br />BOTTOM <br />SHEAR REINFORCEMENT <br />M13-1 <br />SF8-OBIOT <br />--- <br />----- <br />M13-2 <br />8F8-I5/0T <br />---- <br />(I) #5 <br />MB-3 <br />8FIb-IB/IT <br />(1) #5 <br />(1) #5 <br />M13-4 <br />8RFI4-IB <br />--- <br />----- <br />APPROVED LINTEL MANUFACTURERS ARE: CA5T-GRETE, QUALITY PREGA5T GO., <br />AND LOTT'S CONCRETE. <br />NOTES: <br />I. ALL LINTELS w/ 5PAN5 GREATER THAN 14'-0" SHALL BE PRE5TRE55ED. <br />2. 5HORE FILLED LINTELS A5 REGURIED. <br />3. ALL LINTEL5 SHALL HAVE 4" MINIMUM BEARING U.N.O. <br />4. DO NOT CUT OR MODIFY PRE5TRE55ED LINTEL5. <br />5. ALL REINFORCEMENT SHALL BE GRADE 60, fy=60 ksl <br />6. ALL LINTELS 5PEGIFIED ON PLAN ARE MINIMUM 51ZE REQUIRED BY DE516N. <br />1. ALL LINTELS ARE TO BE LOCATED DIREGTLY ABOVE THE OPENING BELOW <br />MASONRY LINTEL ASSEMBLIES <br />5EE SCHEDULE AND SPECIFICATIONS FOR ADD'L INFO <br />i J IMIN. N COUR5E/BOND I '++— MIN. N COWRSE/BOND <br />I LQI BEAM ABOVE LINTEL I LQJ i BEAM ABOVE LINTEL. <br />GROUT <br />_. __... eRour <br />BOTTOM REIW. <br />I p. I PRECAST LINTELrr/ I p. I PRBGAST LINTEL W <br />i —`�# B�EPVW FEW. t—`�f BIDED 10W. <br />MB-1 MB-2 <br />rr--? <br />TOP COWRIE, IP 1 LQJ'1— TOP COWRIE, IP <br />m ° I LSJ I REQ'D PER ARCH. I REQ'D PER ARCH. <br />TOP REINF. OR CANT.. BOND BEAM <br />BOND BEAM REINP. REW. AS READ <br />GROUT <br />_ BOTTOM FEW <br />BOTTOMMINIM. 7. PRECAST LINTEL W/ <br />PREGA5T LINTEL w/- <br />EMEED ED FEW <br />B�DM REIW. <br />MB-3 N MB-4 <br />REFER TO 5-0.0 FOR TYPICAL <br />STRUCTURAL NOTES ff SCHEDULES <br />seal: <br />N •► O lr <br />C.n " <br />e <br />Er <br />LU <br />© pPYright ; MULHER, NA, `i,\, <br />Structural Engineering, Inc. <br />oLD <br />Z <br />Uj <br />w <br />w <br />Z <br />c� <br />Z <br />w <br />J <br />a <br />�— <br />Q <br />Z= <br />.o <br />da` o <br />V <br />H <br />L) <br />i_ <br />A <br />.' �a <br />W� <br />t E <br />S-� <br />a <br />m 6 <br />Jz <br />a• <br />W <br />Co <br />Y.I <br />m _ <br />g N <br />�. <br />M G. <br />M&K project number: <br />068-2001 1 <br />project mgr: J,SB <br />drawn by: MJT <br />issue date: 01 -2 6.2 `I <br />REVISIONS: <br />date: initial: <br />d <br />Q <br />0 <br />LL <br />• Mal <br />•• w z <br />MB—I <br />Q a <br />o cn <br />0 <br />0 CL <br />0 <br />I a <br />o � � d <br />MB—I MB—I (D <br />MB-3 0 , <br />1-011 1 Cl / Q F.-." <br />1_011 1_011 51_211 31_211 51_011 0 M <br />201_011 � 51_411 131_,j 11 <br />,BLOCK PLAN <br />VALE- 1/4"=I'-O" (2204 SHEET) <br />WALE: 1/6"=1'-O" (110 SHEET) <br />sheet: <br />Fm2.0 <br />