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I <br />r— <br />O <br />I <br />0 <br />I <br />0 <br />1 <br />Im <br />ima <br />61-411 41-1011 '. 3'-2" I' ( i-011 <br />I I AAM I I I AAM I I I AAM I I I <br />BLOCK PLAN <br />SCALE: 1/4"=1'-0" (2244 SHEET) <br />SCALE: I/8"=1'-0" (110 SHEET) <br />LEGENi7 <br />• ® INTERIOR BEARING WALL <br />• _ _ _ BEARING WALL ABOVE <br />• BEAM / HEADER <br />• LOCATION AND EXTENT OF 5HEARWALL <br />EXTENT OF OVERFRAMING <br />o----- — — —INDIGATE5 I/5"A" 5AW GUT CONTROL JOINT <br />INDIGATE5 LOCATION OF REINFORGED GMU GORE <br />El (5EE NOTES) <br />J L METAL HANGER <br />INDIGATE5 P05T ABOVE. PROVIDE 50LID <br />BLOGKING UNDER P05T OR JAMB ABOVE. <br />MA50NW L I NTEL PETA I L5 <br />REINFORCEMENT <br />MARK <br />DE5I6NATION <br />TOP <br />BOTTOM <br />SHEAR REINFORCEMENT <br />MB-I <br />8F8-OB/OT <br />----- <br />----- <br />MB-2 <br />8F8-IB/0T <br />----- <br />(1) #5 <br />M13-3 <br />8FIb-IB/IT <br />(1) #5 <br />(1) #5 <br />MB-4 <br />6RFI4-IB <br />----- <br />----- <br />APPROVED LINTEL MANUFACTURER5 ARE: GA5T-GRETE, QUALITY PREGA5T GO., <br />AND LOTT'S CONCRETE. <br />NOTE5: <br />I. ALL LINTELS W 5PAN5 GREATER THAN 14'-0" 5HALL BE PRE5TRE55E0. <br />2. 5HORE FILLED LINTELS A5 REQURIED. <br />3. ALL LINTEL5 5HALL HAVE 4" MINIMUM BEARING U.N.O. <br />4. DO NOT CUT OR MODIFY PRE5TRE55ED LINTEL5. <br />5. ALL REINFORCEMENT SHALL BE GRADE 60, f y=60 ksl <br />6. ALL LINTEL5 5PEGIFIED ON PLAN ARE MINIMUM 51ZE REQUIRED BY DE516N. <br />1. ALL LINTELS ARE TO BE LOCATED DIRECTLY ABOVE THE OPENING BELOW <br />MA50NR`I' LINTEL A55EMBL I E5 <br />5EE 5GHEDULE AND 51PECIFIGATION5 FOR ADO'L INFO <br />L4J+~ MIN. (1) GOW5E/BOND i L4J}i — MIN. (1)COUR5E/BOND <br />t I BEAM ABOVE LINTEL. I BEAM ABOVE LINTEL. <br />6ROVT GROUT <br />BOTTOM REINF. <br />I A• I PRECAST LINTEL W I__�. _ PRECAST LINTS W <br />EMBEDDED REIW. F EMBEDDED REINF. <br />MB- I MB-2 <br />rr- r, I i I+i— TOP COURSE, IF <br />i++-- TOP COURSE, IF I L4J I <br />�4J i W'D Plat ARCH. I REQb PER ARCH. <br />R <br />TOP REINF. OR CONT. CONT. BOND BEAM <br />BOND BEAM REINF. REINF. As Rl Qb <br />GROUT <br />6ROVT BOTTOM REINF. <br />BOTTOM REINF. <br />x '...WPRECAST LINTEL :.� <br />I a• I PRECAST LINTEL w/ EMBEMD REINF. <br />EMBEDDED REINF. <br />M13-3 N MB-4 <br />mmmmmmmm- <br />REFER TO 5-0.0 FOR TYPICAL <br />STRUCTURAL NOTES � SCHEDULES <br />seal: <br />G. <br />`�'�, ��GEaSF•••�i� Osr <br />i <br />• NO , <br />ORIV <br />is�� slo -f ` o\\��� <br />© copYri�MFl%yll�tt�l E�4�\ Stru nalneedno.Inc. <br />ocm <br />Z <br />JW <br />w <br />w <br />z <br />C7 <br />z <br />� <br />w <br />J <br />cl- <br />i <br />(D <br />Q <br />Zlr <br />= <br />.a <br />a <br />C E <br />W~ <br />Za <br />a• <br />JI— <br />z <br />W <br />C <br />Y <br />2 <br />Co <br />m _ <br />c g <br />oc <br />C <br />M C. <br />7 <br />M&K project number: <br />068-2001 1 <br />project mgr: JSB <br />drawn by: DJ R <br />issue date: 01 - 13-22 <br />REVISIONS: <br />date: initial: <br />03/1 I/22 DJR <br />sheet: <br />Fm2.0 <br />