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<J <br />n <br />1 <br />35'-0" <br />le <br />51-411 i. 4'-611 �. 41-511 ' ij 1-511 i, 61-211 2'-61I I. 41-6" I, 31-2II ' <br />O <br />I <br />f <br />LEGEND <br />oouuoo • • <br />• I-_ _ _ _ � BEARIN6 WALL ABOVE <br />• BEAM / HEADER <br />• � � M LOCATION AND EXTENT OF 5HEARWALL <br />EXTENT OF OVERFRAMIN6 <br />a---- _. ------INDIGATE5 1/8"A" 5AW GUT CONTROL JOINT <br />INDIGATE5 LOCATION OF REINFORCED GMU GORE <br />ED (5EE NOTES) <br />J L METAL HANGER <br />INDIGATE5 P05T ABOVE. PROVIDE 501-I0 <br />13LOGKIN6 UNDER P05T OR JAMB ABOVE. <br />MASONRY LINTEL PETA I L5 <br />REINFORGEMENT <br />MARK <br />DE516NATION <br />TOP <br />BOTTOM <br />5HEAR REINFORCEMENT <br />MEH <br />8F8-013/OT <br />----- <br />----- <br />MB-2 <br />8F8-IB/OT <br />----- <br />(1) #5 <br />M13-3 <br />8F16-I13/IT <br />(1) #5 <br />(1) #5 <br />MB-4 <br />5RF14-IB <br />----- <br />----- <br />APPROVED LINTEL MANUFAGTURER5 ARE: GA5T-GRETE, QUALITY PREGA5T GO., <br />AND LOTT'S CONCRETE. <br />N07E5: <br />I. ALL LINTELS W 5PAN5 GREATER THAN 14'-0" SHALL BE PRE5TRE55ED. <br />2. 5HORE FILLED LINTELS A5 REQURIED. <br />3. ALL LINTELS 5HALL HAVE 4" MINIMUM BEARING U.N.O. <br />T GUT OR MODIFY PRE5TRE55ED LINTELS. <br />EINFORCEMENT 5HALL BE GRADE 60, Fy=60 ksl <br />NTEL5 5PEGIFIED ON PLAN ARE MINIMUM 51ZE REQUIRED BY DE516N. <br />LIALL <br />NTEL5 ARE TO BE LOCATED DIRECTLY ABOVE THE OPENING BELOW <br />MA50NRY LINTEL A55EMW E5 <br />5EE 5GHEOULE AND 5PEGIFICATION5 FOR ADD'L INFO <br />I = �a— MIN. 0) GOI1R5E/BOND I I ++— MIN. p1 COIIR5E/BOND <br />I L4J i BEAM ABOVE LINTEL I L4J I BEAM ABOVE LINTEL <br />" fiR011T bROIIT <br />BOTTOM REINF. <br />p PRECAST LINTEL W PRECAST LINTEL W <br />EMBEDDED REINF. t--& EMBEPM REINF. <br />MB-1 MB-2 <br />r--�� <br />TOP G01,IRSE, IF <br />L4J}— iTOP -SE, IF L 114J�— REQT) PER ARCH. <br />I REQD PER ARCH. -- J <br />TOP REINF. OR CONT. CONE. BOND BEAM <br />BOND BEAM REINF. REINF. AS READ <br />6ROIfi <br />6ROUT BOTTOM REINF. <br />BOTTOM REINF. a PRECAST LINTEL W <br />PRECAST LINTEL ml ---�--�- <br />EMBEDDED REINF. <br />B 18EDDE 7 REINF. <br />M13-3 2 N MB-4 <br />REFER TO 5-0.0 FOR TYPICAL <br />STRUCTURAL NOTES & SCHEDULES <br />�.- y : • . <br />S LIC <br />*I /V <br />=0 <br />STr � <br />r <br />i :T F <br />��`` TT <br />U copyright: MULHERP�JLP 5 2021 <br />Structural Engineering, Inc. <br />z <br />JLU <br />w <br />W <br />z <br />z <br />W <br />Q <br />Z F- <br />U <br />WF- <br />W <br />Ja <br />W <br />H <br />W <br />Iv <br />a <br />`m <br />.o <br />a <br />• <br />c <br />E <br />03 <br />mZ3 <br />< I— <br />W CM <br />0 <br />e <br />m <br />c� N <br />M&K project number: <br />068-200 1 1 <br />project mgr: J S B <br />drawn by: DR <br />issue date: 0 9-3 0-2 1 <br />REVISIONS: <br />date: initial: <br />T" ICI <br />t� MB-1 MB-1 J <br />o LL <br />w <br />I <br />I _ z <br />0 0 � <br />a <br />0 <br />u.1 a <br />flI w �a <br />o o U <br />r- f-- r- <br />MB-3 V d <br />.o .� O �' <br />� � � z <br />4„ 1/ 1-011 I I-411 51-011 1-411 2'-10" 3'-211 41-011 N 0 <br />CCII M <br />BLOCK PLAN <br />SCALE: 1/4"=1'-0" (2244 SHEET) <br />SCALE: 1/6"-I'-O" (IIxI1 SHEET) <br />sheet: <br />Fm2.0 <br />