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JON 0 i o <br />35'-0" <br />el el <br />las <br />1 <br />0 <br />I <br />fi- <br />i <br />t- <br />I <br />T- <br />BLOCK PLAN <br />SCALE: 1/4"= I'-0" (:M34 SHEET) <br />SCALE: I/8"=1'-0" (110 SHEET) <br />LEGEND <br />• INTERIOR BEARIN6 WALL <br />• _ _ _ BEARING WALL ABOVE <br />• BEAM / HEADER <br />• LOCATION AND EXTENT OF 5HEARWALL <br />• I:::::::::I EXTENT OF OVERFRAMIN6 <br />•. sm � INDICATES 1/8" A" SAW GUT CONTROL JOINT <br />INDICATE5 LOCATION OF REINEORGED GMU GORE <br />El (SEE NOTES) <br />J L METAL HANGER <br />INDICATES POST ABOVE. PROVIDE SOLID <br />BLOGKIN6 UNDER POST OR JAMB ABOVE. <br />MASONRY LINTEL DETA I L5 <br />REINFORCEMENT <br />MARK <br />DE516NATION <br />TOP <br />BOTTOM <br />5HEAR REINFORCEMENT <br />MB-I <br />8F8-OB/OT <br />----- <br />----- <br />MB-2 <br />8F8-IB/OT <br />----- <br />(1) #5 <br />MB-3 <br />8FI6-I13/IT <br />(1) #5 <br />(I) #5 <br />MB-4 <br />8RFI4-IB <br />----- <br />----- <br />APPROVED LINTEL MANUFAGTURER5 ARE: GA5T-GRETE, QUALITY PREGA5T GO., <br />AND LOTT'S GONGRETE. <br />NOTES: <br />I. ALL LINTEL5 w/ 5PAN5 6REATER THAN 14'-O" SHALL BE PRESTRESSED. <br />2. SHORE FILLED LINTELS AS REOURIED. <br />3. ALL LINTELS SHALL HAVE 4" MINIMUM BEARIN6 U.N.O. <br />4. DO NOT GUT OR MODIFY PRESTRESSED LINTELS. <br />5. ALL REINFORGEMENT SHALL BE 6RADE 60, fy=60 k5i <br />6. ALL LINTELS 5PEGIFIED ON PLAN ARE MINIMUM 51ZE REG2UIRED BY DE516N. <br />1. ALL LINTEL5 ARE TO BE LOCATED DIREGTLY ABOVE THE OPENING BELOW <br />MA50NR'' LINTEL A55EMSL I E5 <br />SEE 5GHEDULE AND 5FEGIFIGATION5 FOR ADD'L INFO <br />_ 6ROUf _ - 6ROUi <br />BOTTOM REINF. <br />PREGA5T LINTEL w/ PREGAST LINTEL w/ <br />EMBEDDED REINF. EMBEDDED REINF. <br />W <br />MB-1 MB-2 <br />m� <br />v <br />TOP REINF. OR GONT. GONT. BOND BEAM <br />BOND BEAM REINF. REINF. A5 REQ'D <br />GROUT _`� GROUT <br />BOTTOM REINF. <br />BOTTOM REINF. ztz <br />M�PRECA5T LINTEL w/ <br />PREGA5T LINTEL w/ W EMBEDDED REINF. <br />EMBEDDED REINF. <br />A <br />N <br />MB-3 MB-4 <br />REFER TO 5-0.0 FOR TYPICAL <br />STRUCTURAL NOTES � SCHEDULES <br />seal �0111111)1111 <br />, <br />® ; No !' <br />a <br />c o <br />',,'►� <br />,�, <br />© copfit AW'&t1lLA, <br />t <br />Str 'drA1 EQn'eednq, Inc. <br />a cm <br />Z <br />J FC <br />w <br />w <br />Z <br />z <br />z <br />W <br />J <br />Q <br />Z Cx-_ <br />I— <br />U <br />W In <br />C/7 <br />3 J <br />MJH <br />.Z <br />W <br />G <br />y <br />W <br />0 <br />0 <br />Cn <br />Q <br />Q <br />A Q. <br />c C <br />m <br />M j <br />m E <br />> A <br />Q <br />b o <br />Y Ca <br />o c9 <br />m LO <br />0 <br />N <br />M Q. <br />M&K project number: <br />068-2001 1 <br />project mgr. N J � j[ <br />drawn by: KG K <br />issue date: 04-1 7-20 <br />REVISIONS: <br />date: initial: <br />d <br />[a <br />a <br />O <br />J <br />LL <br />Ii1 C6 <br />f] z <br />Z � <br />J 0 0� <br />CL <br />w co <br />UJ <br />a J <br />O U�? � z <br />J J <br />sheet: <br />Flo2.0 <br />