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IS <br />z <br />i <br />!n <br />O <br />I <br />CV <br />� <br />CD <br />T <br />m <br />1 <br />152 <br />1-511 <br />4'-2" 4'-6" 3'-0" 6'-4" 5'-01/2" 5'-11/2" 4'-6" <br />MB-1 MB-1 MB-1 <br />51-011 3'-211 <br />5'-211 1-011 161-011 2'-011 <br />10 <br />13'-4" 5'-4" 10 20'-0" <br />I <br />t— <br />1 <br />1 <br />BLOCK PLAN <br />LEGEND <br />• ® INTERIOR BEARING WALL <br />• _ _ _ BEARING WALL ABOVE <br />• BEAM / HEADER <br />• LOGATION AND EXTENT OF 5HEARWALL <br />1:: ; I EXTENT OF OVERFRAMING <br />•-- — ------INDIGATE5 1/8"A" 5AW GUT CONTROL JOINT <br />INDIGATE5 LOGATION OF REINEORGED GMU GORE <br />El (5EE NOTES) <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 />43-1 <br />bFb-0B/OT <br />----- <br />---- <br />MB-2 <br />bF5-18/0T <br />----- <br />(1) #5 <br />MB 3 <br />bFlb-IB/IT <br />(1) #5 <br />(1) #5 <br />MB-4 <br />&W14-I13 <br />----- <br />---- <br />APPROVED LINTEL MANUFAGTURER5 ARE: GA5T-GRETE, QUALITY PREGA5T CO., <br />AND LOTT'S GONGRETE. <br />NOTES: <br />I. ALL LINTELS w/ 5PAN5 GREATER THAN 14'-0" 5HALL BE PRE5TRE55ED. <br />2. 5HORE 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 REINFORGEMENT SHALL BE GRADE 60, fy=60 kel <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 />MAWNW L I NTEL A55EMBL I E5 <br />5EE 5GHEDULE AND SPECIFICATIONS FOR ADD'L INFO <br />- MIN il) GOURSE/E30ND <br />1 1 1� <br />L4J I BOVE LINTEL <br />BEAM ABOVE LINTR I L4J* BFNN�1, GOURSFIBOFlD <br />GROUT 6ROUi <br />4, .` : x <br />BOTTOM REINF. <br />I p. I PRECAST LINTEL ►�/ I w. EFFMCAST LINTEL. w/ <br />-f—`�i` EMBEDDED REINF. _ _04 EMBEDDED REINF. <br />MB-1 MB-2 <br />TOP COURSE, IF <br />i + �— TOP COURSE, IF L4J I <br />m I L4J I REOP PER ARCH. __ READ PER ARCH. <br />TOP REINF. OR GONE. CO M. BOND BEAM <br />`........_. BOND BEAM REW REINF. AS REQ'D <br />GROUT <br />6ROIlt _ BOTTOM REINF. <br />BOTTOM REINF. •-` PRECAST LINTEL w/ <br />I a• I PRE•GAST LINTEL.. EMBEDDED REINF. <br />} �—� <br />t--�f EhBEUpED REINF. <br />MB-3 ry M13-4 <br />REFER TO 5-0.0 FOR TYPICAL <br />STRUCTURAL NOTES � SCHEDULES <br />seaL., . ` • v <br />4 <br />7 <br />�[• Wig; <br />LL <br />-0 S T OF <br />�"#1/u111 ► %% qq <br />© copyright : MUNO & 20L� <br />Structural Engineering, Inc. <br />0 cm <br />Z <br />JE-= <br />W <br />W <br />Z 8 <br />ci <br />z <br />W <br />J + <br />L <br />Q N <br />oc <br />Z= a� <br />F— • <br />U t Q- <br />�_ CUJ <br />J O° E <br />OC Q A <br />Jz <br />W Y <br />p o <br />cop)m <br />WCD <br />C <br />n <br />M&K project number: <br />068-2001 1 <br />project mgr: J,SB <br />drawn by: DJ R <br />issue date: 1 J - `j 8-21 <br />REVISIONS: <br />date: initial: <br />sheet: <br />4 <br />O <br />J <br />J <br />L' <br />W <br />� <br />0 <br />z <br />a <br />02 <br />0. <br />W <br />Z <br />a <br />O <br />0--4 <br />�Y <br />D <br />C� <br />~ z <br />J J <br />SCALE: 1/4"=1'-0" (22x54 SHEET) <br />SCALE: 1/8"=1'-0" (I IxI1 SHEET) <br />Fm2.0 <br />