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LEGEND <br />i <br />t— <br />1111 on <br />1, 5'-8:: 6'-4:: 7'-10" 6'-2" L#4'-10" „ 3'-2" „ 6'-0" L <br />• = = = = =) BEARING WALL ABOVE <br />• BEAM / HEADER <br />• = = LOCATION AND EXTENT OF 5HEARWALL <br />o 1: ' :1 EXTENT OF OVERFRAMIN6 <br />L-'___'J <br />9 ---- --- .._-°—INDIGATE5 1/8"A" 5AW GUT GONTROL JOINT <br />INDIGATE5 LOGATION OF REINFORGED GMU GORE <br />(5EE NOTES) <br />J L METAL HANGER <br />INDIGATE5 P05T ABOVE. PROVIDE 50LID <br />BLOGKINO UNDER P05T OR JAMB ABOVE. <br />MASONRY LINTEL DETAILS <br />REINFORCEMENT <br />MARK <br />DE-516HATION <br />TOP <br />BOTTOM <br />SHEAR REINFORCEMENT <br />MB-I <br />SFS-OB/OT <br />----- <br />---- <br />MB-2 <br />8F8-I5/OT <br />---- <br />(1) #5 <br />MB-3 <br />8FI6-I5/IT <br />(1) #5 <br />(1) #5 <br />MB-4 <br />8RFI4-IB <br />---- <br />---- <br />APPROVED LINTEL MANUFACTURERS ARE: GA5T-GRETE, QUALITY PREGA5T CO., <br />AND LOTT'S CONCRETE. <br />NOTES: <br />I. ALL LINTELS W 5PAN5 GREATER THAN 14'-0" SHALL BE PRE5TRE55ED. <br />2. 5HORE FILLED LINTEL5 A5 REQURIED. <br />3. ALL LINTEL5 5HALL HAVE 4" MINIMUM BEARING U.N.O. <br />4. DO NOT GUT OR MODIFY PRE5TRE55ED LINTEL5. <br />5. ALL REINFORCEMENT SHALL BE GRADE 60, Fy=(o0 ksl <br />6. ALL LINTEL5 SPECIFIED ON PLAN ARE MINIMUM 517E REQUIRED BY DE5I6N. <br />1. ALL LINTEL5 ARE TO BE LOCATED DIRECTLY ABOVE THE OPENING BELOW <br />MASONRY LINTEL ASSEMBLIES <br />5EE 5GHEDULE AND 5PEGIFIGATION5 FOR ADD'L INFO <br />=:" r . GROUT _ __ 6ROUT <br />{'? BOTTOM REINF. <br />PRECAST LINTEL w/ PRECAST LINTEL K/ <br />PRECAST <br />L NTEL � I I EMBEDDED REIPF. <br />M}BQ�I <br />m� <br />TOP FEW OR CONT. GONT. BOND BEAM <br />BOND BEAM REIN. --=_ REIPF. AS REQ'D <br />- 6ROUr 6ROIlT <br />_ - BOTTOM FEW <br />BOTTOM REINP. <br />PRECAST LINTEL w/ <br />PRECAST LINTEL W EMBEDDED REINF. <br />EMBEDDED REIPF. <br />•{��Q-�� (V tl�a-�IF <br />MB-3 MB-4 <br />REFER TO 5-0.0 FOR TYPIGaL <br />STRUCTURAL NOTES ff SCHEDULES <br />NqJ77824 e <br />• � O <br />S T E OF <br />o. N. <br />cD copyright : MuLAERM Y�II��'�"� <br />Structural Engineering, Inc. <br />ocD <br />Z <br />J� <br />w <br />w <br />z <br />N <br />�Z <br />z <br />w <br />J <br />a <br />i <br />� <br />Q <br />Z= <br />I— <br />U <br />• <br />.r 4 <br />� <br />W � <br />C/� <br />c <br />32 <br />j <br />T � <br />+ a <br />m <br />Q A <br />�Z <br />�� <br />W <br />Y <br />29 <br />y <br />W <br />m Lh <br />o N <br />C5 a <br />IV <br />7 <br />M&K project number: <br />068-200 1 1 <br />project mgr, NJ M <br />drawn by. KG K <br />issue date: 05-2 6-20 <br />REVISIONS: <br />date: initial: <br />d <br />0 <br />rx <br />0 <br />J <br />LL <br />U) <br />W 0 <br />Q Z <br />0 (- <br />z U) <br />W <br />BLOCK PLAN w <br />SCALE: 1/4"=1'-0" (22x34 SHEET) 0. 0 'Q <br />SCALE: 1/6"=1'-0" (110 SHEET) <br />I~ <br />U Z <br />0 �� <br />J > 0? <br />M J J <br />sheet: <br />Fm2.0 <br />