Laserfiche WebLink
Iv <br />fd <br />1 <br />1 <br />p <br />1 <br />38'-811 <br />6'-011 5'-1 1/211 v 5'-0 1/211 6'-4" 3'-0" 4'-6" le 4'-21 <br />1 <br />MB-I I I MB-I I I MB-1 <br />'-0" 161-011 I-011 51-211 31-211 51-011 <br />01 <br />201-011 51-411 131-411 <br />381-811 <br />11 <br />O <br />i <br />CI <br />1 <br />_ O <br />I I <br />Cp cV O <br />1 <br />i <br />e <br />LEGEND <br />• ® INTERIOR BEARING WALL <br />• _ _ _ BEARING WALL ABOVE <br />• BEAM / HEADER <br />• LOCATION AND EXTENT OF 5HEARNALL <br />EXTENT OF OVERFRAMIN6 <br />•- - -m ------INDIGATE5 I/8" A" 5AW GUT CONTROL JOINT <br />INDIGATE5 LOCATION OF REINFORCED GMU GORE <br />(5EE NOTE5) <br />J L METAL HANGER <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 />MB-I <br />81`8-05/OT <br />----- <br />----- <br />MB-2 <br />SF8-I5/OT <br />----- <br />(1) #5 <br />MB-3 <br />81=I6-I13/IT <br />(1) #5 <br />(1) #5 <br />M13-4 <br />8RFI4-16 <br />i ----- <br />I ----- <br />APPROVED LINTEL MANUFAGTURER5 ARE: GA5T-GRETE, QUALITY PREGA5T GO., <br />AND LOTT'S GONGRETE. <br />NOTES: <br />I. ALL LINTEL5 w/ 5PAN5 GREATER THAN 14'-0" SHALL BE PRE5TRE55ED. <br />2. 51HORE FILLED LINTELS 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 5HALL BE GRADE 60, fy=60 k51 <br />6. ALL LINTEL5 5PEGIFIED ON PLAN ARE MINIMUM 51ZE REQUIRED BY DE516N. <br />1. ALL LINTELS ARE TO BE LOCATED DIREGTLY ABOVE THE OPENING BELOW <br />MA50NR'' LINTEL A55EMSL I E5 <br />5EE SCHEDULE AND 5PEGIFIGATION5 FOR ADD'L INFO <br />rL4J T`1 "1+'I'll <br />MIN. <br />+— MIN. (1) GOUR5E/BOND I i ++ — MIN. (1) GOURSE/BOND <br />LQJ 1 BEAM ABOVE LINTEL. I I BEAM ABOVE LINTEL <br />GROUT GROUT <br />BOTTOM REINF. <br />PRECAST LINTEL w/ PRECAST LINTEL Pi/-t--Q„�-f1 EMBEDDED REINF. #-�# EMBEDDED REINF. <br />MB-1 MB-2 <br />++— TOP COURSE, IF <br />.Q <br />TOP GOUR5E, IF I L1 <br />in I LQJ I REOV PER ARCH. 1 1 REQb PER ARCH. <br />TOP REINF. OR GONT. J GONT. BOND BEAM <br />BOND BEAM REINF. REINF. A5 REQD <br />GROUT <br />GROUT BOTTOM REINF. <br />BOTTOM REINF. , PRECAST LINTH w/ <br />1 Q, I PRECAST LINTEL w/ #--�--{ <br />EMBEDDED REINF. <br />-#-��F EMffiEDDED REINF. <br />MB-3 MB-4 <br />REFER TO 5-0.0 FOR TYPICAL <br />STRUCTURAL NOTES ff SGHEDULES <br />7/6 <br />=a AT Or <br />© copyright : MULHERIyI 1 9 222 <br />Structural Engineering, Inc, <br />Z <br />_J LU <br />w <br />w <br />z o <br />c0 rn <br />z <br />w a <br />J ► <br />Q <br />Z= QU <br />G <br />'Q W <br />W E'5 <br />j <br />=-JmE <br />a Q. <br />Jz <br />�o <br />W Y <br />p o <br />cs� <br />o <br />y m ih <br />W C hl <br />cf) a. <br />M&K project number: <br />068-2001 1 <br />project mgr: JSB <br />drawn by: DJ R <br />issue date: 01..1 4-2 2, <br />REVISIONS: <br />date: initial: <br />sheet: <br />SCALE: I/4"= I'-0" (22x34 SHEET) <br />SCALE: I/W=1'-0" (IlxI1 SHEET) <br />V-1 <br />I I -F i I_ II I <br />Fm2.0 <br />