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I <br />f— <br />Ln <br />I <br />Ln <br />I <br />r— <br />1 <br />P 4D <br />4'-6" 5'-1 1/2" 5'-01/2" 6'-2" 3'-2" 4'-6" 41_2" <br />M15-1 M13-1 M13-1 <br />1"ID—J <br />:_011 1' 1_011 1_0II 51_211 31-211 5:_0II <br />20'-0" 5'-4" 13'-4'1 <br />05 <br />O <br />i <br />LF) <br />'14 <br />O <br />cn <br />A <br />III <br />BLOCK PLAN <br />LEGENP <br />• ® INTERIOR BEARING WALL <br />• _ _ _ _ = BEARING WALL ABOVE <br />• BEAM / HEADER <br />• LOCATION AND EXTENT OF 5HEARWALL <br />I: : : :1 EXTENT OF OVERFRAMIN6 <br />L'---'J <br />• _ INDIGATE5 1/8"xi" 5AW GUT GONTROL JOINT <br />INDIGATE5 LOGATION OF REINFORGED GMU GORE <br />(5EE NOTES) <br />J L METAL HANGER <br />INDIGATE5 P05T ABOVE. PROVIDE SOLID <br />BLOGKING UNDER P05T OR JAMB ABOVE. <br />MASONW' LINTEL DETAILS <br />REINFORCEMENT <br />MARK <br />DE516NATION <br />TOP <br />BOTTOM <br />5HEAR REINFORCEMENT <br />MB-I <br />8F8-013/OT—_— <br />MB-2 <br />8F8-IB/OT <br />MB-3 <br />8FIb-I5/IT <br />(1) #5 <br />(I) #5 <br />1413-4 <br />DRFI4-15 <br />----- <br />---- <br />APPROVED LINTEL MANUFACTURER5 ARE: GA5T-GRETE, QUALITY PREGA5T CO., <br />AND L017'5 GONGRETE. <br />NOTE5: <br />I. ALL LINTEL5 w/ 5PAN5 GREATER THAN 14'-0" SHALL BE PRE5TRE55ED. <br />2.5HORE 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 5HALL BE GRADE 60, fy=60 kSl <br />6. ALL LINTELS SPECIFIED ON PLAN ARE MINIMUM 51ZE REQUIRED BY DESIGN. <br />7. ALL LINTELS ARE TO BE LOGATED DIREGTLY ABOVE THE OPENING BELOW <br />MASONRY LINTEL ASSEMBLIES <br />5EE SCHEDULE AND 5PECIFICATION5 FOR ADD'L INFO <br />rr--,, <br />+— MIN. (0 GOURSFJBOND I I '++— MIN. (0 GOURSP)BOND <br />L2J I BEAM A,BO� LINTEL I L4J I BEAM ABOVE LINTEL <br />GROUT ` : 6ROIJT <br />BOTTOM FEW <br />I w. I PRECAST LINTEL W I p. I PREGAST LINTEL W <br />4--a E REINF. E BE XW REIW. <br />MB-1 MB-2 <br />TOP COURSE, IF <br />in <br />�/ I i - •L — TOP COURSE, IF I L4 <br />R'D PER ARCH. -� REab P82 ARCH. <br />3 I L4J I AM <br />BOND BE <br />TOP ROW OR CONT. CONREINY. T. AS BE <br />BOND BEAM FMIW. <br />6ROUT <br />6RdtT _ BOTTOM REINF. <br />BOTTO <br />M REINF. <br />PRECAST LINTEL W�� PRECAST LINTEL W BIDED FEW <br />t'"� E BEDDED REI► F. <br />MB-3 N MB-4 <br />REFER TO 5-0.0 FOR TYPICAL <br />STRUCTURAL NOTES 8 SCHEDULES <br />2G. <br />seaPEC <br />I <br />o��` �P.•�� C L <br />J . <br />*� No 77824 <br />s STATE <br />OF .; <br />© coPYr19V4StF4r Irr�g,tlAc <br />. ss <br />0zZ <br />_J <br />w <br />w <br />z <br />o <br />r� <br />rn <br />T.LJ <br />J <br />d <br />a <br />Z= <br />A <br />c� <br />cc <br />r o. <br />C <br />� <br />Lu y <br />E <br />� <br />=a <br />j <br />0° E <br />—J z <br />a <br />W <br />:2 <br />Y <br />y <br />W <br />OC <br />m <br />N <br />CL <br />M&K project number: <br />068-2001 <br />project mgr: J S B <br />drawn by: MJT <br />issue date: 1 2.1 5-20 <br />REVISIONS: <br />date: initial: <br />P" <br />~ RS <br />d <br />Q <br />a <br />0 <br />J <br />UL <br />J (n <br />W � <br />z <br />C] � <br />Z 0 n <br />U) <br />a'�e Z U <br />U (L <br />0 � oz <br />M G J J <br />sheet: <br />SG&1: 1/4"=1'-0" (2244 SHOT) <br />WALE: l/8"=1'-0" (llxl1 SPIFFY) <br />Fm2.0 <br />