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i <br />t— <br />%n <br />Ln <br />r- <br />I <br />1 <br />I <br />10 <br />6'-0" 4'-6" 5'-1 1/2" 5-01/2" 6'-2" 0, 3'-2" 4'-6" 4'-2" <br />M13-1 MB-1 M13-I <br />1"ID J <br />—0 161-01I 1_01I 5'-2" 31-2" 51-01I <br />201_011 , 5'-4" 151_411 <br />0 <br />I <br />9 <br />BLOCK PLAN <br />L�G�Nn <br />• ® INTERIOR BEARING WALL <br />• _ _ _ BEARING WALL ABOVE <br />• BEAM / HEADER <br />LOCATION AND EXTENT OF 5HEARWALL <br />1: • : : I EXTENT OF OVERFRAMIN6 <br />------ .w W............INDIGATE5 I/8"A" 5AW GUT GONTROL JOINT <br />INDIGATE5 LOCATION OF REINFORCED GMU GORE <br />UJ (5EE NOTE5) <br />J L METAL HANGER <br />INDIGATE5 P05T ABOVE. PROVIDE 5OLID <br />BLOGKIN6 UNDER P05T OR JAMB ABOVE. <br />MABONR1' LINTEL PETA I LS <br />REINFORCEMENT <br />MARK <br />DE516NATION <br />TOP <br />BOTTOM <br />SHEAR REINFORCEMENT <br />MB-1 <br />8F8-OB/0T <br />----- <br />----- <br />MB-2 <br />8F8-IB/OT <br />----- <br />(1) #5 <br />MB-3 <br />8F16-IB/IT <br />(1) #5 <br />(1) #5 <br />I <br />MB-4 <br />5RF14-IB <br />---- <br />----- <br />APPROVED LINTEL MANUFACTURERS ARE: GA5T-GRETE, QUALITY PREGA5T CO., <br />AND LOTT'S CONCRETE. <br />NOTES: <br />I. ALL LINTEL5 w/ 5PAN5 GREATER THAN 14'-0" 5HALL BE PRE5TRE55ED. <br />2. 5HORE FILLED LINTELS A5 REQURIED. <br />3. ALL LINTELS 5HALL HAVE 4" MINIMUM BEARING U.N.O. <br />4. DO NOT CUT OR MODIFY PRE5TRE55ED LINTEL5. <br />5. ALL REINFORCEMENT 5HALL BE GRADE 60, fy=60 k9l <br />6. ALL LINTEL5 5PEGIFIED ON PLAN ARE MINIMUM 51ZE REQUIRED BY DE516N. <br />7. ALL LINTEL5 ARE TO BE LOCATED DIRECTLY ABOVE THE OPENING BELOW <br />MASONRY L 1 NTEL ASSEMBL I ES <br />5EE 56HEDULE AND 5PEGIFIGATION5 FOR ADD'L INFO <br />6RO r 6RGTn <br />BOTTOM REINF. <br />PRECAST LINTEL W/ PRECAST LINTEL W/ <br />E MBEWW REINF. EMBEDDED REINP. <br />MB- I MB-2 <br />m� <br />TOP REINF. OR CANT. GONE. BOND BEAM <br />BOND BEAM REINF. REINF. A5 REQ'D <br />6ROUr - 6ROIfr <br />BOTTOM REINF. <br />BOTTOM REINP. • <br />--- PRECAST LINTEL w/ <br />PRECAST LINTEL W/ EM58MM REINF. <br />EMBEDDED REINF. <br />MB-3 MB-4 <br />REFER TO 5-0.0 FOR TYPICAL <br />STRUCTURAL NOTES $ SCHEDULES <br />seal: <br />OC i l 5 2.0?Qe�esaio��oss <br />v No 77b24 a <br />o� o' c7;'\TE <br />OF: K9J� <br />© C0PydC f It , dtJ�"'& KULP <br />ttctur�II eedng,�n`c��`% <br />0 cm <br />Z <br />JLU <br />w <br />w <br />Z <br />o <br />Lo <br />rn <br />z <br />w <br />J <br />aQ. <br />L <br />Q <br />Z= <br />0 <br />Q o <br />ot <br />C <br />oc <br />W <br />E <br />� <br />= j <br />J� <br />QQ) <br />o <br />Z <br />W <br />Y <br />� <br />O <br />y <br />M <br />W <br />ccch <br />cn N <br />a <br />2v9 <br />&K project number: <br />068-200 1 1 <br />roject mgr: <br />[drawn <br />J S B <br />by: <br />MJT <br />sue date: 10.( 7.20 <br />REVISIONS: <br />date: initial: <br />sheet: <br />d <br />Q <br />a <br />0 <br />J <br />uL <br />J <br />W <br />LO <br />Z <br />0 <br />(n <br />U) <br />z <br />d <br />O <br />� <br />� <br />N a <br />� Z <br />Q <br />J J <br />SCALE: 1/4"=1'-0" (22X34 SHEET) <br />SCALE: l/6'*'-0" (110 SHEET) <br />Fm2.0 <br />