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a <br />I <br />t- <br />p <br />Is <br />4'-6" 5'-1 1/211 5'-0 1/211 61-411 31-011 41-61' 4'-211 <br />MB—I I MB-1 MB-1 <br />I"ID—J <br />90 <br />I-0 II 161-011 I-0 II <br />20'-0'1 <br />351-5 11 <br />51-4 11 <br />51-211 <br />31-211 <br />131-411 <br />i <br />!n <br />p <br />BLOCK PLAN. <br />LEGEN17 <br />• ® INTERIOR BEARING WALL <br />• _ _ _ BEARING WALL ABOVE <br />• BEAM / HEADER <br />• LOCATION AND EXTENT OF 5HEARWALL <br />r- .7' 1 <br />1: • ::::::: ► EXTENT OF OVERFRAMIN6 <br />• -- - -- INDIGATE5 I/8" A" 5AW GUT CONTROL JOINT <br />INDIGATE5 LOGATION OF REINFORCED GMU GORE <br />ED (5EE NOTES) <br />J L METAL HANGER <br />INDIGATE5 P05T ABOVE. PROVIDE 50LID <br />BLOCKING UNDER P05T OR JAMB ABOVE. <br />MA50NRY LINTEL DETA I L5 <br />REINFORGEMENT <br />MARK <br />DE516NATION <br />TOP <br />130TTOM <br />5HEAR REINFORCEMENT <br />M13-1 <br />8R3-OB/OT <br />----- <br />----- <br />MB-2 <br />SFb-16/OT <br />----- <br />(1) #5 <br />M13-3 <br />8FI6-I5/IT <br />(1) #5 <br />(1) #5 <br />M5-4 <br />8RF14-I13 <br />----- <br />----- <br />APPROVED LINTEL MANUFACTURERS ARE: GA5T-GRETE, QUALITY PREGA5T GO., <br />AND LOTT'5 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 SHALL HAVE 4" MINIMUM BEARING U.N.O. <br />4. DO NOT GUT OR MODIFY PRE5TRE55ED LINTELS. <br />5. ALL REINFORCEMENT SHALL BE GRADE bO, fy=60 k51 <br />b. ALL LINTEL5 5PECIFIED ON PLAN ARE MINIMUM 51ZE REQUIRED BY DESIGN. <br />-I. ALL LINTEL5 ARE TO BE LOCATED DIRECTLY ABOVE THE OPENING BELOW <br />MA50NW LINTEL A55EMBL I E5 <br />5EE 5GHEOULE AND 5PECIFICATIONS FOR ADD'L INFO <br />MIN 0) COURS&BOND C.OIIRSE/BOND <br />t_4J i BEAM ABOVE LINTEL i L4J I BEAM ABOVE LINTEL <br />17M-6ROUT 6ROIJr <br />BOTTOM REINF. <br />A PRECAST LINTEL W/ � � PRECAST LINTEL W/ <br /># EMBEDDED REINF. i�a EMBEDDED REINF. <br />MB—I MB-2 <br />t41— TOP COURSE, IF <br />OU <br />1 t +-►-- TOP CRSE, IF t 1_4J + I <br />m 1 1_4J I I I <br />READ PER ARCH. REOP PER ARCH. <br />t I -� <br />TOP REINF. OR CONT. CONT' BM BEAM <br />BOIL BEAM REINF. REINF. AS REQb <br />6ROUT <br />6ROUT _ BOTTOM REW <br />BOTTOM REINF. '� PRECAST LINTEL W/ <br />emBEDDED MW. <br />I I PRECAST LINTEL w/ t� # <br />i--�E -� E1.IHEDDED REINI'. <br />MB-3 MB-4 <br />REFER TO 5-0.0 FOR TYPICAL <br />STRUCTURAL NOTES I$ SCHEDULES <br />sew, 7 >�2 � <br />No <br />® OP <br />-' PT <br />© copyright: MULHER�& qu p Z022 <br />Structural Engineering, Inc. <br />z <br />J� <br />w <br />w <br />z c <br />CD � <br />z <br />w a- <br />J <br />Q � <br />Z= Q <br />tea <br />E <br />t- 22 w <br />°O E <br />a j A <br />J'= D CD <br />z CD <br />�W <br />o 0c�cr�� <br />y m Ih <br />W 6 `" C C5 1a <br />IV <br />M&K project number: <br />068-2001 1 <br />project mgr: J S B <br />drawn by: DJ R <br />issue date: 01-14-2 2 <br />REVISIONS: <br />date: initial: <br />sheet: <br />V� <br />a <br />C <br />a <br />SCALE: 1/4"=1'-0" (22x34 SHEET) <br />SCALE: I/6"= I'-0" (I IXI1 SHEET) <br />F"200 <br />