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3"FOOTING <br />(SEE PLAN) <br />CONC SLAB <br />(SEE PLAN) <br />CONC WALL <br />(SEE PLAN) <br />TRT'D 2x6 SILL PLATE <br />w/ 1/2" DIA x 5" LG TITEN HD <br />SCREW ANCHORS AT 48" OC <br />(UNO) <br />STUD WALL (SEE PLAN) <br />WALL SHEATHING <br />(SEE PLAN) <br />1/2" EXP MATERIAL <br />(SEE PLAN)D(TYP)3" CLR(TYPICAL) <br />43 BAR DIA <br />ON PLAN <br />2S UNO <br />SON PLAN <br />2S UNO <br />(SEE PLAN) <br />D(TYP) <br />3" CLR <br />BENT BAR <br />(MATCH FTG REINF) <br />(TYPICAL) <br />TFE VARIES <br />(SEE PLAN) <br />FOOTING REINF <br />WHERE REQ'D <br />(SEE PLAN) <br />NOTES <br />1.S=8" OR 16" FOR MASONRY <br />WALLS OR 2'-0" MAX FOR <br />POURED CONC WALLS OR <br />PRECAST <br />2.STEPPED FOOTINGS SHALL <br />BE CAST AS A UNIT <br />CORNER INTERSECTION <br />SINGLE CURTAIN OF REINFORCING0" 38 BAR DIA38 BAR DIA 38 BAR DIA <br />38 BAR DIAREVERSE HOOK AT <br />CONSECUTIVE BARS <br />PLACE VERT REINF IN CENTER OF WALL <br />UNLESS NOTED OTHERWISE <br />STUD WALL (SEE PLAN) <br />WALL SHEATHING <br />(SEE PLAN) <br />STUD WALL (SEE PLAN) <br />FLOOR SHEATHING <br />WOOD FLOOR <br />TRUSS (SEE PLAN) <br />DOUBLE TOP PLATE <br />STUD WALL (SEE PLAN) <br />SIMPSON H1 <br />(TYP AT EA END) <br />ROOF SHEATHING <br />(SEE PLAN) <br />LEDGER (SEE PLAN) <br />JOIST (SEE PLAN) <br />SIMPSON LRU28Z <br />HANGER (TYP) <br />WOOD FLOOR TRUSS <br />(SEE PLAN) <br />DROPPED BEAM <br />(SEE PLAN) <br />BLOCK SOLID AT <br />TRUSS BRG <br />FLOOR SHEATHING <br />6" MINWALL SHEATHING <br />(SEE PLAN) <br />STUD WALL (SEE PLAN) <br />FLOOR SHEATHING <br />2X10 LEDGER W/ (2) 1/4" DIA X 4 1/2" LG <br />SDS SCREWS AT EACH FLR TRUSS <br />DROPPED BEAM <br />(SEE PLAN) <br />LINTEL (SEE PLAN) <br />ROOF SHEATHING <br />(SEE PLAN) <br />DROPPED BEAM <br />(SEE PLAN) <br />ROOF TRUSS <br />(SEE PLAN) <br />WOOD FLOOR <br />TRUSS (SEE PLAN) <br />SIMPSON LUS26-2 <br />HANGER (TYP) <br />SIMPSON A34 <br />ANGLE (TYP) <br />SLOPE <br />WALL SHEATHING <br />(SEE PLAN) <br />STUD WALL (SEE PLAN) <br />FLOOR SHEATHING <br />2X12 LEDGER W/ (3) 1/4" DIA X 4 1/2" LG <br />SDS SCREWS AT EACH FLR TRUSS <br />SIMPSON H1 <br />(TYP)LINTEL <br />(SEE PLAN) <br />FLOOR SHEATHING <br />(SEE PLAN) <br />LINTEL <br />(SEE PLAN) <br />JOIST (SEE PLAN) <br />WOOD FLOOR <br />TRUSS (SEE PLAN) <br />SIMPSON LUS210 <br />HANGER (TYP) <br />WATERPROOFING <br />(BY OTHERS) <br />DECKING (SEE ARCH) <br />FLOOR TRUSS <br />RIBBON: CONT 2X6 <br />WALL SHEATHING <br />(SEE PLAN) <br />FLOOR SHEATHING <br />WOOD FLOOR <br />TRUSS (SEE PLAN) <br />DOUBLE TOP PLATE <br />STUD WALL (SEE PLAN) <br />BRG WALL <br />(SEE PLAN) <br />WALL SHEATHING <br />(SEE PLAN) <br />SLEEPERS <br />(SEE ARCH) <br />SHEATHING <br />WOOD FLOOR <br />TRUSS (SEE PLAN) <br />DOUBLE TOP PLATE <br />STUD WALL (SEE <br />PLAN) <br />FLOOR SHEATHING <br />STUD WALL <br />(SEE PLAN) <br />BLOCKING AT 48" OC <br />SLEEPERS <br />(SEE ARCH) <br />FLOOR TRUSS <br />(SEE PLAN) <br />FLOOR SHEATHING <br />(SEE PLAN) <br />STUD WALL (SEE PLAN) <br />WALL SHEATHING <br />(SEE PLAN) <br />FLOOR TRUSS <br />(SEE PLAN) <br />FLOOR SHEATHING <br />(SEE PLAN) <br />STUD WALL (SEE PLAN) <br />WALL SHEATHING <br />(SEE PLAN) <br />BLOCKING <br />AT 48" OC <br />2023 Larson Engineering, Inc. All rights reserved. <br />Sheet Title: <br />Checked by: <br />Drawn by: <br />Project No: <br />No:Date:Description: <br />Date: <br />Revisions: <br />Sheet No: <br />I HEREBY CERTIFY THAT THIS PLAN, <br />SPECIFICATION, OR REPORT WAS <br />PREPARED BY ME OR UNDER MY DIRECT <br />SUPERVISION AND THAT I AM A DULY <br />LICENSED PROFESSIONAL ENGINEER <br />UNDER THE LAWS OF THE STATE OF <br />MINNESOTA. <br />PRINT NAME: BRANDON CLARK <br />SIGNATURE: <br />DATE: 08/21/2023 LIC. NO: 60507 <br />08/21/2023 <br />BC <br />DJC <br />11230536 <br />S6 <br />DETAILS 2785 SHADYWOOD ROADORONO, MN 55331KOSKIE RESIDENCESECTION <br />3/4" = 1'-0"S6 <br />1 SECTION <br />3/4" = 1'-0"S6 <br />3SECTION <br />1/2" = 1'-0"S6 <br />2 <br />SECTION <br />3/4" = 1'-0"S6 <br />6 SECTION <br />3/4" = 1'-0"S6 <br />7 SECTION <br />3/4" = 1'-0"S6 <br />8 <br />SECTION <br />3/4" = 1'-0"S6 <br />9 SECTION <br />3/4" = 1'-0"S6 <br />10 SECTION <br />3/4" = 1'-0"S6 <br />11 <br />SECTION <br />3/4" = 1'-0"S6 <br />4 <br />SECTION <br />3/4" = 1'-0"S6 <br />5