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Ix <br />I <br />r— <br />I <br />t— <br />1 <br />0 <br />2% <br />r <br />4'-611 5'-1 1/2" 5-0 1/211 6'-211 3'-211 4'-611 4'-2" <br />MB-1 MB-1 MB-1 <br />i <br />d- <br />1 <br />i <br />LEGEND <br />• ® INTERIOR BEARING WALL <br />• _ _ _ = BEARING WALL ABOVE <br />• BEAM / HEADER <br />• LOCATION AND EXTENT OF 5HEARWALL <br />r- .-.-.7`1 <br />EXTENT OF OVERFRAMIN6 <br />• - INDIGATE5 I/8"xl" SAW GUT CONTROL JOINT <br />INDIGATE5 LOCATION OF REINFORCED GMU GORE <br />El (5EE NOTES) <br />J L METAL HANGER <br />INDIGATE5 P05T ABOVE. PROVIDE 50LID <br />BLOGKIN6 UNDER P05T OR JAMB ABOVE. <br />MA50NRY LINTEL PETA I LB <br />REINFORCEMENT <br />MARK <br />DE516NATION <br />TOP <br />BOTTOM <br />5HEAR REINFORCEMENT <br />M5-1 <br />8F8-OB/OT <br />----- <br />----- <br />MB-2 <br />8F8-IB/OT <br />----- <br />(1) #5 <br />MB-3 <br />8F16-I13/IT <br />(1) #5 <br />(1) #5 <br />MB-4 <br />5RFI4-I13 <br />----- <br />----- <br />APPROVED LINTEL MANUFAGTURER5 ARE: GA5T-GRETE, QUALITY PREGA5T CO., <br />AND LOTT'5 GONGRETE. <br />NOTES: <br />I. ALL LINTELS w/ 5PAN5 GREATER THAN 14'-0" SHALL BE PRE5TRE55ED. <br />2. SHORE FILLED LINTELS AS REBURIED. <br />5. ALL LINTELS SHALL HAVE 4" MINIMUM BEARING U.N.O. <br />4. DO NOT GUT OR MODIFY PRESTRESSED LINTELS. <br />5. ALL REINFORCEMENT SHALL BE GRADE 60, fy=60 ksl <br />6. ALL LINTELS SPEGIFIED ON PLAN ARE MINIMUM SIZE REQUIRED BY DE516N. <br />7. ALL LINTELS ARE TO BE LOCATED DIREGTLY ABOVE THE OPENING BELOW <br />YA50NRY LINTEL A55EMBL I E5 <br />5EE 5GHEDULE AND 5PEGIFICATION5 FOR ADD'L INFO <br />ii-- <br />+�— MIN. p) COUR5E/BOND I 1 }� MIN. 0) GOUR5E/BOND <br />LQJ i BEAM ABOVE LINTEL I L4J i BEAM ABOVE LINTEL. <br />GROUT 6ROUf <br />�..' . 4.. <br />BOTTOM REIN. <br />a„ I FREGA5T LINTEL w/ I a. I PREGA5T LINTEL W <br />EMBEDDED REINF. REIN. <br />MB-1 MB-2 <br />+� TOP GOUR5E, IF <br />ILL —I TOP GOUR5E, IF I LQJ I <br />REQV PER ARCH. <br />m I LQJ I I <br />}' I I REQb PER ARCH. �----' <br />TOP REIN. OR GONT. CON' BOND BEM <br />BOND BEAM REIN. REIN. A5 REQ'D <br />6ROVr <br />6ROVr _ BOTTOM REIN. <br />• 0. <br />BOTTOM REIN. -- PREGA5T LINTEL W <br />4EMBEDDED REIN. <br />PRECAST LINTEL W/ - �� <br />EMBEDDED REIN. <br />43-3 ry MB-4 <br />REFER TO 5-0.0 FOR TYPICAL <br />STRUCTURAL NOTES ff SCHEDULES <br />seal: ``,\ttllirl/;, <br />No 77824 <br />4—; -- <br />STATE OF ; <br />0 <br />© cop(r( ,;ti` <br />f �fractural. Engikl�eling, Inc. <br />az <br />Z <br />J� <br />w <br />w <br />Z c <br />cD °" <br />z <br />J L <br />Q � <br />ZI'i <br />ZZI <br />W VE <br />E <br />a a� <br />Jz M CD <br />W Y <br />p o <br />0 <br />CA m <br />W c NI <br />= M d <br />IV <br />M&K project number <br />068-200 1 1 <br />project mgr: J S B <br />drawn by: ]`J[, J T <br />issue date: 05-28-2 `I <br />REVISIONS: <br />date: initial: <br />d <br />Q <br />0 <br />LL <br />L� rU) <br />0 0 o i T T <br />I••I..I z <br />I <br />0 W <br />LO <br />MB-1 MB-1 0 <br />MB-3 <br />I_61_Loll O�� 10�I U <br />�J 5 �_2 �� 3 �_2 �� 51_0 �� 0 <br />a d <br />20'-0" 5'-411 13'-411 N U? <br />551_811 0 I— �e <br />M <br />Q J �1 <br />BLOGK PL?N <br />sheet: <br />SCALE: 1/4"=1'-0" (22x54 SHEET) <br />SCALE: 1/6"=1'-0" (110 SHEET) <br />Fm2.0 <br />