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CD <br />N <br />CD <br />N <br />1'-4" <br />NOTE: <br />PROVIDE REINFORCING AS <br />SHOWN AROUND MASONRY <br />OPENINGS UNLESS SHOWN <br />OTHERWISE <br />0 <br />- #5 IN 8" BOND BEAM OR <br />- #5 IN 12" BOND BEAM <br />JLESS SHOWN <br />FHERWISE ON DRAWINGS <br />'ENING IN MASONRY WALL <br />) - #5 VERTICAL GROUT <br />)RE <br />(1) - #5 IN 8" BOND BEAM OR <br />(2) - #5 IN 12" BOND BEAM <br />PLACE BOND BEAM BELOW <br />SILL BLOCK <br />REINFORCING AT OPENING <br />1/2" = 1'-0" <br />5/8" PLYWOOD SHEATHING <br />PRE-ENGINEERED WOOD <br />TRUSSES @ 24" OC MAX <br />SPIMPSON STRONGTIE <br />H2.5A TRUSS HOLD <br />DOWN AT EA TRUSS <br />(2) 2x8 PLATES - <br />ATTACHED W. 5/8" DIA <br />SCREW ANCHORS @ 24" <br />OC W/ 4 1/2" EMBED <br />,4SEE SECTION <br />I jr <br />8" BOND BEAM <br />W/ (1) - #5 CONT <br />8" CMU W/ #5 @ 32" <br />VERT REINF AND HORIZ <br />JT REINF EVERY <br />OTHER COURSE <br />m <br />12 <br />4F <br />I <br />1� GROUT ALL CORES <br />8" PRECAST <br />CONIC PLANK <br />DRILL AND <br />GROUT #5 DWLS <br />@ 24" OC <br />PRECAST PLANK BEARING <br />1 1/2" = l' -O" <br />CAULK & BACKER ROD <br />BOTH SIDES <br />(1) - #5 VERTICAL GROUT <br />I CORE <br />GROUT CORE <br />OPEN CORE BLOCK <br />EA SIDE OF JOINT <br />NOTE: <br />1/2" STOP JOINT REINF <br />JOINT AT CONTROL JOINT <br />(1) - #5 VERTICAL GROUT CORE <br />FLASHING MATERIAL <br />CONTROL JOINT DETAIL <br />1 1/2" = V-0" <br />In <br />8" BOND BEAM <br />W/ (1) - #5 CONT <br />8" CMU W/ #5 @ 32" <br />VERT REINF AND HORIZ <br />JT REINF EVERY <br />OTHER COURSE <br />8" PRECAST <br />CONC PLANK <br />DRILL AND <br />GROUT #5 DWLS <br />@ 24" OC <br />SEE SECTION � <br />5 <br />PRECAST PLANK CONNECTION <br />1 1/2" = 1'-0" <br />CAULK & BACKER ROD <br />BOTH SIDES <br />(1) - #5 VERTICAL GROUT <br />I CORE <br />CMU <br />KEEP JOINT CLEAN <br />NOTE: <br />1/2" STOP JOINT REINF <br />JOINT AT CONTROL JOINT <br />(1) - #5 VERTICAL <br />GROUT CORE <br />EXPANSION JOINT DETAIL <br />1 1/2" = 1 '-0" <br />8" CMU W/ #5 @ 32" <br />VERT REINF AND HORIZ <br />JT REINF EVERY <br />OTHER COURSE <br />8" HIGH OR 16" HIGH <br />BOND BEAM W/ (1) - #5 <br />FOR 8" BEAM - EXTEND <br />16" BEYOND OPENING <br />3 LINTEL DETAIL <br />S B 2.8 1 1/2" = V-0" <br />DESIGNED <br />I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED <br />BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED <br />PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. <br />BOLTONDesigner <br />& MENK <br />PROJECT <br />^ O ^ ^ ^ 1 <br />SV! 15 <br />V.� "��J <br />MCES L46 & L49 IMPROVEMENTS <br />DRAWN <br />Author <br />SIGNATURE: <br />FILE NAME <br />SB2.8 <br />2638 SHADOWOOLANE, SUITE <br />MASONRY/ROOF FRAMING DETAILS <br />NO <br />DATE <br />BY <br />REMARKS <br />NO DATE BY REMARKS <br />CHECKED <br />TYPED OR PRINTEDNAME: <br />CHASK <br />REVISIONS <br />REVISIONS <br />Checker <br />DATE REG NO <br />952) 55318 <br />448-8838 <br />OF <br />