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2 <br />13 <br />3 <br />15 <br />1 <br />15 <br />2 <br />15 <br />3 <br />13 <br />1 <br />14 <br />3 <br />14 <br />2 <br />14 <br />1 <br />13 <br />15' - 6"12' - 6"1' - 0" <br />6X6 STRUCTURAL POSTS <br />(ENG. TO VERIFY)BEAM FLUSHED PER MFG. SPEC. <br />GUEST RM <br />BATH <br />EXST. <br />MECH <br />W.I.C. <br />MUD <br />ROOM <br />LAUNDRYFAMILY ROOM <br />FOYER <br />KITCHEN <br />GREAT ROOM <br />POCKET <br />OFFICE <br />GARAGE <br />STAIRS <br />EXISTING DECK <br />EXISTING SIDE DECK <br />FRONT PORCH <br />EXISTING BEARING WALL STEP DOWNEXISTING DROPPED BEAM <br />EXISTING DROPPED BEAMEXST. DROPPED BEAMEXISTING DROPPED BEAMEXISTING <br />DROPPED BEAM <br />EXISTING <br />DROPPED BEAM <br />EXISTING DROPPED BEAM <br />EXISTING DROPPED BEAM <br />EXISTING DROPPED BEAM <br />NEW FLOOR JOISTS <br />(MATCH EXISTING)EXISTING DROPPED BEAMEXISTING DROPPED BEAMEXISTING DROPPED BEAMBEAM FLUSHED PER MFG. SPEC. <br />SIZE TO ALLOW FOR HVAC <br />BEAM FLUSHED PER MFG. SPEC. <br />SIZE TO ALLOW FOR HVAC <br />ROOF TRUSSES PER MFG. SPEC.24" FLOOR TRUSSES @ 19.2" O.C.24" FLOOR TRUSSES @ 19.2" O.C.BEAM FLUSHED PER MFG. SPEC.BEAM FLUSHED PER MFG. SPEC.BEAM FLUSHED PER MFG. SPEC.BEAM FLUSHED PER MFG. SPEC.SIZE TO ALLOW FOR HVACOPEN TO ABOVE <br />DINING <br />OPEN TO ABOVE <br />NEW BEAM PER MFG. SPEC.ROOF TRUSSES PER MFG.GARAGE DOOR HDR. PER MFG. SPEC.GARAGE DOOR HDR. PER MFG. SPEC.NEW WINDOW HDR. PER MFG. SPEC.NEW WINDOW HDR. PER MFG. SPEC.NEW DOOR HDR. <br />PER MFG. SPEC. <br />NEW WINDOW HDR. <br />PER MFG. SPEC. <br />NEW WINDOW HDR. <br />PER MFG. SPEC. <br />NEW WINDOW HDR. <br />PER MFG. SPEC.NEW WINDOW HDR. PER MFG. SPEC.NEW WINDOW HDR. PER MFG. SPEC.NEW DOOR HDR. <br />PER MFG. SPEC. <br />NEW DOOR HDR. <br />PER MFG. SPEC. <br />NEW WINDOW HDR. <br />PER MFG. SPEC. <br />NEW DOOR HDR. <br />PER MFG. SPEC. <br />NEW WINDOW HDR. <br />PER MFG. SPEC. <br />NEW WINDOW HDR. <br />PER MFG. SPEC. <br />NEW DOOR HDR. <br />PER MFG. SPEC.NEW DOOR HDR. PER MFG. SPEC.NEW WINDOW HDR. PER MFG. SPEC. <br />1 <br />12 <br />3 <br />12EXISTING 2X8 JOISTSEXISTING 2X8 JOISTSEXISTING 2X8 JOISTSEXISTING 2X8 JOISTSBEAM FLUSHEDPER MFG. SPEC.LANDING BEAM PER MFG. <br />LANDING BEAM PER MFG. <br />19' - 0"11' - 0"BEAM w/ CANOPY HANDERS PER MFG. SPEC.BEAM w/ CANOPY HANDERS PER MFG. SPEC.BRG. PT. <br />FROM ABOVE18" FLOOR TRUSSES @ 19.2" O.C.18" FLOOR TRUSSES @ 19.2" O.C.18" FLOOR TRUSSES @ 19.2" O.C.18" FLOOR TRUSSES @ 19.2" O.C.NEW WINDOW HDR. PER MFG. SPEC.NEW WINDOW HDR. <br />PER MFG. SPEC.GIRDER TRUSS PER MFG. SPEC.ROOF TRUSSES @ 24" O.C.DRAWN BY <br />DESCRIPTION PROJECT # <br />PROJECT ISSUE <br />RE-ISSUE <br />BUILDER a18476 KENRICK AVE. SUITE #202 <br />LAKEVILLE, MN 55044 <br />TEL: 952.428.8200 <br />EM: Dave@DavidCharlezDesigns.com <br />D A V I D C H A R L E Z D E S I G N SD A V I D C H A R L E Z D E S I G N S <br />Notes: Dimensions, details and conformation to all local codes are to be verified by owner and contractor prior to the start of construction. The designer of <br />the home is not a licensed structural engineer or architect and will assume no responsibility for items including, but not limited to : construction technique, <br />quality of material, workmanship, code adherence, safety, water proofing, insulation, radon, mold/mildew or other designs, specification or construction <br />issues. It is recommended that a licensed engineer review all plans for structural integrity and verify that the home meets code for extraordinary wind or <br />other natural stresses such as flooding, snowfall or substandard bearing soil. All structural members on the plans should be verified by the manufacturer <br />and their licensed engineering staff. Is is also recommended that a licensed contractor be commissioned to construct the home. All door and window size <br />are approximate rough openings. Specific manufacturer sizes vary and egress openings should be confirmed prior to construction. The home should be <br />flashed and enclosed to meet local code. Sizes of material and products reflect accepted industry standards and in no way indicate a specific <br />manufacturer. All building components to be installed and constructed to selected manufacturer specified installation techniques and in accordance with <br />local building codes. Optional items may be shown on the home, within the landscaping/site plan or in the rendering for illustrative purpose only. Consult <br />builder for standard or included features. c David Charlez Designs 2023. Do not replicate with out permission (952)-428-8200. David Charlez Design <br />retains rights to all plans and detail shown. <br />2/16/2023 3:37:26 PM 08Main Level Structural MISC - Beduhn - CD <br />Beduhn Remodel BUILDER BY HOMEOWNER1.12.2022GM <br />1340 Vine Place <br />Orono, MN <br /> 1/4" = 1'-0" <br />1Main Level Structural <br />NOT AN OFFICAL STRUCTURAL PLAN. <br />ALL BEAMS, HEADERS, AND GIRDER TRUSSES SHOWN MUST BE <br />SPECIFIED AND DETERMINED BY A LICENSED STRUCTURAL ENGINEER. <br />REFER TO STRUCTURAL DOCUMENTS PROVIDED BY ENGINEER FOR <br />FINAL LOCATIONS, SIZES, AND SPECS. <br />ROOF/FLOOR GIRDER TRUSSES SHOWN ARE APPROXIMATE LOCATIONS. <br />NOT ALL NECESSARY GIRDERS MAY BE SHOWN. TRUSS MANUFACTURER <br />TO DETERMINE FINAL LOCATIONS OF GIRDER TRUSSES. <br />SIZE BEAMS/HEADERS TO ALLOW FOR HVAC RUNS THROUGHOUT <br />ENTIRETY OF HOME. <br />GRAYED OUT FRAMED WALLS ARE 2X6 BEARING WALLS UNLESS NOTED <br />FLOOR TRUSSES ARE CALLED OUT AT 19.2” O.C. <br />FLOOR SYSTEM DESIGNER TO VERIFY SPACING AND ADJUST AS <br />ALLOWED BY SPANS <br />CEILING HEIGHT @ 8'-4 1/2" UNLESS NOTED <br />T.O. WINDOW FRAMES SET @ HEIGHT NOTED ON WINDOW SCHEDULE <br />structural notes:IMPORTANT REMODEL NOTE: <br />VERIFY ALL HEIGHTS AND SIZES OF EXISTING WINDOWS, DOORS, AND ROOF. VERIFY <br />FLOOR AND WALL HEIGHTS IN THE EFFECTED AREA PRIOR TO ORDERING MATERIALS OR <br />STARTING CONSTRUCTION <br />ALL DIMENSIONS LINES TO BE TO CENTERLINE OF STUDS TO FACE OF SHEATHING <br />ALL OVERALL DIMENSION LINES TO BE FACE OF STUD TO FACE OF SHEATHING <br />VERIFY ALL HEIGHTS AND SIZES OF EXISTING CONSTRUCTION MATERIALS: WALL STUDS, <br />FLOOR JOISTS, SUB FLOOR, AND ROOF TRUSSES PRIOR TO ORDERING MATERIALS OR <br />STARTING CONSTRUCTION <br />FIELD VERIFY OVERHANGS AND ROOF PITCH PRIOR TO ORDERING ROOF TRUSSES OR <br />STARTING CONSTRUCTION <br />ALL MODIFICATIONS AND NEW LOADS APPLIED TO THE EXISTING ROOF STRUCTURE WILL <br />BE VERIFIED BY AN ENGINEER WHO WILL PROVIDED DRAWING AND SPECIFICS <br />STRUCTURAL ENGINEERS SIGNATURE IS NEEDED BEFORE PLANS CAN BE SUBMITTED TO <br />CITY OF ORONO FOR APPROVAL. ENGINEER WILL VERIFY THAT ALL MODIFICATIONS TO <br />THE PROJECT MEET STATE AND LOCAL GOVERNMENT REQUIREMENTS <br />REVISION SCHEDULE <br />Number Date Issued by <br />CDRev1 1.18.2023 GM <br />CDRev2 1.24.2023 JCB <br />CDRev3 2.2.2023 GM