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JOINT <br />1/2" <br />(1) - #5 VERTICAL GROUT CORE <br />FLASHING MATERIAL <br />(1) - #5 VERTICAL GROUT <br />CORE <br />CAULK & BACKER ROD <br />BOTH SIDES <br />GROUT CORE <br />OPEN CORE BLOCK <br />EA SIDE OF JOINT <br />NOTE: <br />STOP JOINT REINF <br />AT CONTROL JOINT <br />JOINT <br />1/2" <br />(1) - #5 VERTICAL GROUT <br />CORE <br />CAULK & BACKER ROD <br />BOTH SIDES <br />NOTE: <br />STOP JOINT REINF <br />AT CONTROL JOINT <br />CMU <br />KEEP JOINT CLEAN <br />(1) - #5 VERTICAL <br />GROUT CORE <br />8" HIGH OR 16" HIGH <br />BOND BEAM W/ (1) - #5 <br />FOR 8" BEAM - EXTEND <br />16" BEYOND OPENING <br />8" CMU W/ #5 @ 32" <br />VERT REINF AND HORIZ <br />JT REINF EVERY <br />OTHER COURSE <br />M I N <br />2' <br /> <br />- <br /> <br />0 <br />" <br />MIN <br />1' - 4" <br />MI <br />N <br />2' <br /> <br />- <br /> <br />0 <br />" <br />(1) - #5 IN 8" BOND BEAM OR <br />(2) - #5 IN 12" BOND BEAM <br />UNLESS SHOWN <br />OTHERWISE ON DRAWINGS <br />OPENING IN MASONRY WALL <br />(1) - #5 VERTICAL GROUT <br />CORE <br />(1) - #5 IN 8" BOND BEAM OR <br />(2) - #5 IN 12" BOND BEAM <br />PLACE BOND BEAM BELOW <br />SILL BLOCK <br />NOTE: <br />PROVIDE REINFORCING AS <br />SHOWN AROUND MASONRY <br />OPENINGS UNLESS SHOWN <br />OTHERWISE <br />8" CMU W/ #5 @ 32" <br />VERT REINF AND HORIZ <br />JT REINF EVERY <br />OTHER COURSE <br />8" BOND BEAM <br />W/ (1) - #5 CONT <br />8" PRECAST <br />CONC PLANK <br />DRILL AND <br />GROUT #5 DWLS <br />@ 24" OC <br />SEE SECTION <br />8" CMU W/ #5 @ 32" <br />VERT REINF AND HORIZ <br />JT REINF EVERY <br />OTHER COURSE <br />8" BOND BEAM <br />W/ (1) - #5 CONT 8" PRECAST <br />CONC PLANK <br />DRILL AND <br />GROUT #5 DWLS <br />@ 24" OC <br />(2) 2x8 PLATES <br />ATTACHED W. 5/8" DIA <br />SCREW ANCHORS @ 24" <br />OC W/ 4 1/2" EMBED <br />GROUT ALL CORES <br />SEE SECTION <br />SPIMPSON STRONGTIE <br />H2.5A TRUSS HOLD <br />DOWN AT EA TRUSS <br />PRE-ENGINEERED WOOD <br />TRUSSES @ 24" OC MAX <br />5/8" PLYWOOD SHEATHING <br />4 <br />12 <br />REVISIONS <br />DATEN0 BY REMARKS DATEN0 <br />REVISIONS <br />BY REMARKS CHECKED <br />DRAWN <br />DESIGNED <br />PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. <br />BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED <br />I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED <br />DATE REG NOMO <br />D <br />I <br />F <br />I <br />E <br />D <br />: <br />TYPED OR PRINTED NAME: <br />SIGNATURE: <br />FILE NAME <br />PROJECT <br />PL <br />O <br />T <br />T <br />E <br />D <br />: <br />OF <br />2638 SHADOW LANE, SUITE <br />200 <br />CHASKA, MINNESOTA 55318 <br />(952) 448-8838C: <br />\ <br />U <br />s <br />e <br />r <br />s <br />\ <br />k <br />a <br />i <br />j <br />a <br />\ <br />D <br />r <br />o <br />p <br />b <br />o <br />x <br /> <br />( <br />C <br />R <br />- <br />B <br />P <br />S <br />) <br />\ <br />C <br />R <br />- <br />B <br />P <br />S <br /> <br />T <br />e <br />a <br />m <br /> <br />F <br />o <br />l <br />d <br />e <br />r <br />\ <br />2- <br /> <br />P <br />r <br />o <br />j <br />e <br />c <br />t <br />s <br />\ <br />M <br />E <br />T <br />C <br />L <br />0 <br />0 <br />0 <br />5 <br /> <br />- <br /> <br />B <br />M <br />I <br />, <br /> <br />M <br />C <br />E <br />S <br /> <br />L <br />4 <br />9 <br /> <br />L <br />i <br />f <br />t <br /> <br />S <br />t <br />a <br />t <br />i <br />o <br />n <br /> <br />- <br />O <br />r <br />o <br />n <br />o <br />, <br /> <br />M <br />N <br /> <br />- <br /> <br />A <br />r <br />c <br />h <br />\ <br />5 <br />- <br />d <br />s <br />g <br />n <br />\ <br />1 <br />- <br />e <br />x <br />i <br />s <br />t <br />\ <br />2 <br />- <br />b <br />i <br />m <br /> <br />c <br />a <br />d <br />\ <br />M <br />C <br />E <br />S <br /> <br />L <br />4 <br />9 <br />R <br />e <br />v <br />i <br />t <br /> <br />M <br />o <br />d <br />e <br />l <br />\ <br />L <br />i <br />f <br />t <br /> <br />S <br />t <br />a <br />t <br />i <br />o <br />n <br /> <br />2 <br />9 <br /> <br />M <br />o <br />d <br />e <br />l <br /> <br />v <br />2 <br />_ <br />d <br />e <br />t <br />a <br />c <br />h <br />e <br />d <br />. <br />r <br />v <br />t <br />MCES L46 & L49 IMPROVEMENTS <br />MASONRY/ROOF FRAMING DETAILS <br />802831 <br />SB2.8 <br />Designer <br />Author <br />Checker <br />1 1/2" = 1'-0"SB2.8 <br />1 CONTROL JOINT DETAIL <br />1 1/2" = 1'-0"SB2.8 <br />2 EXPANSION JOINT DETAIL <br />1 1/2" = 1'-0"SB2.8 <br />3 LINTEL DETAIL <br />1/2" = 1'-0"SB2.8 <br />4 REINFORCING AT OPENING <br />1 1/2" = 1'-0"SB2.8 <br />5 PRECAST PLANK CONNECTION <br />1 1/2" = 1'-0"SB2.8 <br />6 PRECAST PLANK BEARING