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I <br />1 <br />C) <br />r <br />O <br />Li <br />n <br />I <br />1 <br />1 <br />1 <br />38'-8" <br />e le <br />4'-2" 4'-6" 3'-0" 6'-4" 5-0 1/2" 5'-1 1/2" 4'-6" 6'-0" <br />MB—I I I MB—I I M13-1 <br />1110-J <br />51-011 3'-211 51-211 I-01l 1/ 1-011 2'-011 <br />13'-4" 5'-4" 20'-0" <br />T— <br />RM <br />�n <br />r— <br />1 <br />I <br />i <br />a <br />BLOCK PLAN <br />LEGEND <br />• ® INTERIOR BEARIN6 WALL <br />• _ _ _ BEARIN6 WALL ABOVE <br />• BEAM / HEADER <br />• LOCATION AND EXTENT OF 5HEARWALL <br />I: :I EXTENT OF OVERFRAMIN6 <br />•� -—INDIGATE5 I/8"A" 5AW GUT GONTROL JOINT <br />INDIGATE5 LOCATION OF REINFORGED GMU GORE <br />ED (5EE NOTES) <br />J L METAL HANGER <br />INDIGATE5 P05T ABOVE. PROVIDE 50LID <br />BLOGKIN6 UNDER P05T OR JAMB ABOVE. <br />MA50NR`1' LINTEL DETA I LB <br />REINFORGEMENT <br />MARK <br />DE516NATION <br />TOP <br />BOTTOM <br />5HEAR REINFORGEMENT <br />M13-1 <br />5F8-O5/OT <br />----- <br />----- <br />MB-2 <br />SFS-IB/OT <br />----- <br />(1) #5 <br />MB-3 <br />8F16-I6/IT <br />(1) #5 <br />(1) #5 <br />M13-4 <br />SRF14-I6 <br />----- <br />----- <br />APPROVED LINTEL MANUFAGTURER5 ARE: GA5T-GRETE, QUALITY PREGA5T GO., <br />AND LOTT'5 CONCRETE. <br />NOTES: <br />I. ALL LINTEL5 W 5PAN5 GREATER THAN 14'-0" 5HALL BE PRE5TRE55ED. <br />2. 5HORE FILLED LINTELS A5 REGURIED. <br />3. ALL LINTELS 5HALL HAVE 4" MINIMUM BEARIN6 U.N.O. <br />4. DO NOT GUT OR MODIFY PRE5TRE55ED LINTELS. <br />5. ALL REINFORGEMENT 5HALL BE GRADE 60, fy=60 k5i <br />6. ALL LINTELS 5PEGIFIED ON PLAN ARE MINIMUM 51ZE REQUIRED BY DE516N. <br />1. ALL LINTEL5 ARE TO BE LOGATED DIRECTLY ABOVE THE OPENING BELOW <br />MABONR'' LINTEL ABBEMBL I E5 <br />5EE 5GHEOULE AND 5PEGIFIGATION5 FOR ADD'L INFO <br />i <br />+� MIN. (1) GOURSE/BOND +4— MIN. (1) CaRSE/BOND <br />LQJ I BEAM ABOVE LINTEL I L4J I BEAM ABOVE LINTEL <br />__..:.: GROUT GROUT <br />BOTTOM REINF. <br />_ �PRECAST LINTEL W PRECAST LINTEL W <br />EMBEDDED REINF. EMBEDDED REINF. <br />MB-1 MB-2 <br />TOP COURSE, IF <br />TOP COURSE, IF REQ'D PER ARCH. <br />v i i REQ'D PER ARCH. -� <br />. ` TOP REINF. OR GONT. .BOW BEAM <br />BOND BEAM REINF. REINF. A5 REQT> <br />GROUT <br />GROUT _ BOTTOM REINF. <br />BOTTOM REINF. II. PRECAST LINTEL W <br />4' : , rg EMBEDDED REINF. <br />I as I PRECAST LINTEL w/-Y--t <br />EMBEDDED REINF. <br />MB-3 ry MB-4 <br />L5T <br />EFER TO 5-O.O FOR TYPICAL <br />RUCTURAL NOTES ff SCHEDULES <br />seal; ®` \%111111,11, ?,? <br />v <br />• <br />a <br />• ATE OF ; <br />© copyris%� 1LP ��'• <br />3t1ril�c nc. <br />Z <br />J� <br />w <br />w <br />z o <br />c� Cn <br />z <br />w W a <br />+ L <br />Q <br />Z= <br />U_ L <br />cc <br />UJ <br />.J D <br />Z -0o <br />W Y OP <br />oCD <br />y m L6 <br />W C N <br />cc Cn C. <br />IV <br />IV <br />M&K project number: <br />068-2001 1 <br />project mgr: J,SB <br />drawn by. DJ R <br />issue date. 1 2-1 4-2 1 <br />REVISIONS: <br />date: initial: <br />03 11/22 Dip, <br />MI MOW ORIENTATION REVISION <br />Z <br />g <br />o.. <br />Y <br />U <br />0 <br />J <br />M <br />sheet: <br />O <br />J <br />J <br />L' <br />W <br />� <br />z <br />0 <br />a <br />a <br />(n.J <br />U) <br />o <br />C� <br />�U41 <br />J J <br />IN <br />SCALE: 1/4"=1'-0" (22x34 SHEET) <br />SCALE: 1/6'*'-0" (110 SHEET) <br />Fm2.0 <br />