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551-011 <br />I. 4'-1011 �. 41-611 II '71-211 1' 61-211 110 4'-011 , 5'-2" , 51-211 I. <br />I <br />T— <br />I <br />r- <br />i <br />SCALE: 1/4"= I'-0" (22x54 SHEET) <br />SCALE: 1/6"=1'-0" (IlxI1 SHEET) <br />I <br />LEGENP <br />• ® <br />INTERIOR BEARING WALL <br />• _ _ _ <br />BEARIN6 WALL ABOVE <br />• <br />BEAM / HEADER <br />• <br />LOCATION AND EXTENT OF 5HEARWALL <br />EXTENT OF OVERFRAMIN6 <br />•'- °"" ..... ••••.--INDIGATE5 1/5"A" 5AW GUT CONTROL JOINT <br />INDIGATE5 LOGATION OF REINFORGED GMU GORE <br />ED (SEE NOTES) <br />J L METAL HAN6ER <br />INDIGATE5 P05T ABOVE. PROVIDE 50LID <br />BLOGKIN6 UNDER P05T OR JAMB ABOVE. <br />MA50NRY LINTEL PETA I L5 <br />REINFORCEMENT <br />MARK <br />DE516NATION <br />TOP <br />BOTTOM <br />5HEAR REINFORCEMENT <br />ME -I <br />8F8-OBIOT <br />----- <br />----- <br />MB 2 <br />8F8-IB/OT <br />----- <br />(1) #5 <br />MB-3 <br />SFI6-I13/IT <br />(1) #5 <br />(1) #5 <br />M13-4 <br />8RFI4-16 <br />----- <br />----- <br />APPROVED LINTEL MANUFACTURERS ARE: GA5T-GRETE, QUALITY PREGA5T GO., <br />AND LOTT'5 GONGRETE. <br />NOTE5: <br />I. ALL LINTELS W SPANS 6REATER THAN 14'-0" SHALL BE PRE5TRE55ED. <br />2. 5HORE FILLED LINTELS A5 REQURIED. <br />3. ALL LINTEL5 5HALL HAVE 4" MINIMUM BEARIN6 U.N.O. <br />4. DO NOT GUT OR MODIFY PRE5TRE55ED LINTELS. <br />5. ALL REINFORCEMENT 5HALL BE GRADE 60, fy=60 kSI <br />6. ALL LINTEL5 5PEGIFIED ON PLAN ARE MINIMUM 51ZE REQUIRED BY DE516N. <br />1. ALL LINTEL5 ARE TO BE LOGATED DIRECTLY ABOVE THE OPENING BELOW <br />MA50NRY LINTEL A55EMBL I E5 <br />5EE 5GHEOULE AND 5PEGIFIGATION5 FOR ADD'L INFO <br />GOUR5FwND i L4J+i— MIN. (1)GOURSE/BOND <br />I LQJ I <br />I I BEAM ABOVE LINTEL I I BEAM ABOVE LINTEL <br />T7nGROUT GROUT <br />BOTTOM REINF. <br />PRECAST LINTEL W PRE( A5T LINTEL W <br />t- -t EMBEDDED REINF. EMBEDDED REINF. <br />MB-1 MB-2 <br />rr---n <br />I+ �— TOP COURSE, IF <br />TOP COURSE, IF I t_4J I <br />m l L4J I I I REQ'D PER ARCH. <br />I I REQ'D PER ARCH. �----� <br />TOP REINF. OR GONT. GONT. BOND BEAM <br />BOND BEAM REINF. REINF. A5 REQ'D <br />GROUT <br />GROUT BOTTOM REINF. <br />BOTTOM REINF. PRECAST LINTEL w/ <br />I a• I PREGA5T LINTEL W EMBEDDED REINF. <br />EMBEDDED REINF. <br />MB-3 MB-4 <br />REFER TO 5-0.0 FOR TYPICAL <br />STRUCTURAL NOTES $ SCHEDULES <br />seal `v,��,� G.�`;� <br />.�` Ar : No 7782A_ <br />e <br />e e <br />e e <br />e <br />v �G1 • STATE OF ,�4- <br />0., <br />10 Ak.r \ymo <br />copyright: F1U/IL�fidm�.O <br />Structural Engineering, Inc. <br />z <br />Z <br />J� <br />w <br />w <br />Z c <br />V_ <br />z <br />w a <br />J <br />Q o <br />.o <br />Z� A <br />I— � <br />m <br />t <br />WC� <br />/) <br />J m � <br />a J Q A <br />a) o <br />Z :2 <br />W Y <br />p o <br />E2 <br />y m <br />O N <br />C. CY) O. <br />M&K project number: <br />068-200 1 1 <br />project mgr: JSB <br />drawn by: BC <br />issue date: 05- `j 9-21 <br />REVISIONS: <br />date: initial: <br />MAY <br />Q <br />0 <br />J <br />LL <br />Q z <br />0 <br />a. <br />Z � cn <br />d <br />0 D <br />CL <br />� H <br />U w <br />0 Cn <br />x <br />M � �z <br />UJJ <br />sheet: <br />Fm2.0 <br />