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a <br />.1 <br />i <br />T— <br />O <br />_I <br />T- <br />I. 6'-0" , 5-2" 4'-10" 6-211 7'-10" 6'-411 5'-511 1 <br />ma <br />.• <br />21'-4" <br />5'-/ II I. 31-2 11 I. 51-411 <br />4'-a" Ii 14'-0" <br />BLOCK PLAN <br />SCALE: I/4' I'-0" (22x34 SHEET) <br />SCALE: I/W=l'-0" (llxl1 SHEET) <br />i <br />r- <br />A <br />1 <br />LEGEND <br />• ® INTERIOR BEARING WALL <br />• _ _ _ BEARING WALL ABOVE <br />• BEAM / HEADER <br />• LOCATION AND EXTENT OF 5HEARWALL <br />EXTENT OF OVERFRAMING <br />•.ww,-- - -------INDIGATE5 1/8"A" 5AW GUT CONTROL JOINT <br />INDIGATE5 LOCATION OF REINFORCED GMU GORE <br />(SEE NOTES) <br />J L METAL HANGER <br />INDIGATE5 P05T ABOVE. PROVIDE 50LID <br />BLOGKIN6 UNDER P05T OR JAMB ABOVE. <br />MABONR10 L I NTEL DETA I L5 <br />REINFORCEMENT <br />MARK <br />DE5I6NATION <br />TOP <br />BOTTOM <br />SHEAR REINFORCEMENT <br />MB-I <br />8F8-013/0T <br />----- <br />----- <br />MB-2 <br />8F8-IB/OT <br />----- <br />(1) #5 <br />MB-3 <br />8F1b-IB/IT <br />(1) #5 <br />(1) #5 <br />M13-4 <br />6RFI4-15 <br />----- <br />-- <br />APPROVED LINTEL MANUFACTURERS ARE: GA5T-GRETE, QUALITY PRECAST CO., <br />AND LOTT'5 CONCRETE. <br />NOTES: <br />I. ALL LINTELS w/ SPANS GREATER THAN 14'-O" SHALL BE PRESTRESSED. <br />2. SHORE FILLED LINTELS A5 REQURIED. <br />3. ALL LINTELS SHALL HAVE 4" MINIMUM BEARING U.N.O. <br />4. DO NOT GUT OR MODIFY PRE5TRE55ED LINTEL5. <br />5. ALL REINFORCEMENT SHALL BE GRADE 60, fy=60 k9I <br />6. ALL LINTEL5 5PEGIFIED ON PLAN ARE MINIMUM 51ZE REQUIRED BY DESIGN. <br />1. ALL LINTEL5 ARE TO BE LOCATED DIREGTLY ABOVE THE OPENING BELOW <br />MASONW LINTEL A55EMBL I E5 <br />5EE SGHEDUL.E AND 5PECIFIGATION5 FOR APOL INFO <br />GROUT GROUT <br />BaTTOM REIN. <br />PRECAST LINTS W PRECAST LINTEL w/ <br />BEDDED REINIF. � I I EMBEDDED REINr'. <br />MB-1 MB-2 <br />m� <br />TOP WIN. OR CONT. CONE. BOND BEAM <br />BOND BEAM REIN. REIN. A5 REQ'D <br />• 6RWT <br />GROUT —BOTTOM <br />REIN. <br />BOTTOM REIN. • <br />--- PRECAST LINTEL W <br />EIRFEr.AST LINTEL W EMBEDDED REIN. <br />4 EMBEDDED REIN. <br />fY LJ. <br />MB-3 MB-4 <br />REFER TO 5-0.0 FOR TYPICAL <br />STRUCTURAL NOTES S SCHEDULES <br />sea O V 1 0 2M, Q i, <br />%% �. <br />No 7 <br />*o <br />ATE C <br />© copy* *LAERN b KULP <br />q truoural Engineering, Inc. <br />Z <br />JLU <br />w <br />w <br />Z <br />c <br />ro <br />rn <br />w <br />a <br />J <br />Cv <br />Q <br />°C <br />Z= <br />.o <br />E <br />� <br />cc_ <br />A <br />� a <br />~ <br />WCn <br />�E <br />=a <br />-�z <br />QA <br />W <br />� <br />y� <br />Y <br />O <br />y <br />LU <br />M <br />C N <br />OC <br />c� n <br />M&K project number: <br />068-200 1 1 <br />project mgr: J.SB <br />drawn by: MJT <br />issue date: `[ 0-09-20 <br />REVISIONS: <br />date: initial: <br />sheet: <br />d <br />0 <br />Ix <br />0 <br />LL <br />Fo,12.0 <br />