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Existing First Floor0' - 0" Existing Second Floor 10' - 6 1/2" Roof18' - 7 5/8"8' - 1 1/8"1' - 6 3/4"8' - 11 3/4"10"EXISTING 2X10 FLOOR SYSTEM EXISTING CRAWL SPACE Exst.New 3/4" SUBFLOOR 18" FLOOR TRUSSES @ 19.2" O.C.8' - 1 1/8"1' - 6 3/4"8' - 11 3/4"Heel30 1/4"3' - 0" 14 4 3' - 6"2' - 0 3/4"8' - 7 3/4"6 1/4"7' - 0"2' - 6" BEAM FLUSHED PER MFG. SPEC. NEW ROOF TRUSSES PER MFG. SPEC. NEW ROOF TRUSSES PER MFG. SPEC. 8" 12" FRONT PORCH PORCH FLAT ROOF: EPDM RUBBER MEMBRANE RIGID INSULATION @ 1/4" SLOPE 3/4" SHEATHING 24" ROOF TRUSSES @ 24" O.C. OPT. PINE T&G CLG. FAMILY ROOM FOYER BDRM #2NEW LOFT New BEAM FLUSHED PER MFG. SPEC. NOTE: PROVIDE EXISTING CRAWL SPACE & FOUNDATION AREA TO BE SEALED WITH VAPOR BARRIER 22' - 2 1/2"10' - 8 1/2" GIRDER TRUSS PER MFG. SPEC. New First Floor Clg.8' - 11 3/4" EXST. DECK4"Existing Second Floor 10' - 6 1/2" Roof18' - 7 5/8" Lowered First Floor-0' - 6 1/4"8' - 1 1/8"1' - 6 3/4"9' - 6"Heel11 3/8"Heel30 1/4"3 1/2" 12" 8" 12"8' - 1 1/8"1' - 6 3/4"9' - 6"3/4" SUBFLOOR 18" FLOOR TRUSSES @ 19.2" O.C. BEAM FLUSHED PER MFG. SPEC.3' - 6"2' - 0 3/4"9' - 2"NEW ROOF TRUSSES PER MFG. SPEC. New BEAM FLUSHED PER MFG. SPEC. FRONT PORCH PORCH FLAT ROOF: EPDM RUBBER MEMBRANE RIGID INSULATION @ 1/4" SLOPE 3/4" SHEATHING 24" ROOF TRUSSES @ 24" O.C. OPT. PINE T&G CLG. 9' - 6" GUEST RMLAKE BATH BDRM #3 BDRM #4 2' - 0" 3' - 0" 14 4 Sim NOTE: PROVIDE NEW CRAWL SPACE & FOUNDATION AREA TO BE SEALED WITH VAPOR BARRIER. MATCH EXISTING 22' - 2 1/2"10' - 8 1/2" New First Floor Clg.8' - 11 3/4"4"NEW 2x10 JOISTS TO MATCH EXISITNG FLOOR SYSTEM NEW CRAWL SPACE NEW DROPPED BEAM PER MFG. SPEC. Existing First Floor 0' - 0" Existing Second Floor10' - 6 1/2" Roof 18' - 7 5/8" Exst. Raised First Floor1' - 6" Exst. Raised First Floor Clg.9' - 10 1/2"8' - 1 1/8"8"8' - 4 1/2"29' - 0"8' - 1 1/8"8"8' - 4 1/2"8"EXISTING 2X8 FLOOR SYSTEM EXISTING CRAWL SPACE EXISTING 2X8 FLOOR SYSTEM2' - 0 3/4"8' - 7 3/4"6 1/4"PORCH FLAT ROOF: EPDM RUBBER MEMBRANE RIGID INSULATION @ 1/4" SLOPE 3/4" SHEATHING 24" ROOF TRUSSES @ 24" O.C. OPT. PINE T&G CLG.3' - 6"12"12" NEW ROOF TRUSSES PER MFG. SPEC. Exst.Exst.New EXST. MECH KITCHENPOCKET OFFICE FRONT PORCH OPEN TO KITCHEN BELOWOWNER'S BATH 28' - 10"36' - 5 1/2" NOTE: PROVIDE EXISTING CRAWL SPACE & FOUNDATION AREA TO BE SEALED WITH VAPOR BARRIER 3' - 0"11 11/16"2X4 LOOKOUTS 2X 4 T R U S S T A I L S Energy Heel30 1/4"METAL DRIP EDGE 5/4" x 8" COMP. FASCIA 3/4" BACKING 4/4" x 12" COMP. FASCIA 17-1/2" x 1-1/4" RIM BOARD SUB FASCIA COMPOSITE VENTED SOFFITS 8" 12" DRAWN BY DESCRIPTION PROJECT # PROJECT ISSUE RE-ISSUE BUILDER a18476 KENRICK AVE. SUITE #202 LAKEVILLE, MN 55044 TEL: 952.428.8200 EM: Dave@DavidCharlezDesigns.com 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 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 the home is not a licensed structural engineer or architect and will assume no responsibility for items including, but not limited to : construction technique, quality of material, workmanship, code adherence, safety, water proofing, insulation, radon, mold/mildew or other designs, specification or construction 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 other natural stresses such as flooding, snowfall or substandard bearing soil. All structural members on the plans should be verified by the manufacturer and their licensed engineering staff. Is is also recommended that a licensed contractor be commissioned to construct the home. All door and window size are approximate rough openings. Specific manufacturer sizes vary and egress openings should be confirmed prior to construction. The home should be flashed and enclosed to meet local code. Sizes of material and products reflect accepted industry standards and in no way indicate a specific manufacturer. All building components to be installed and constructed to selected manufacturer specified installation techniques and in accordance with 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 builder for standard or included features. c David Charlez Designs 2023. Do not replicate with out permission (952)-428-8200. David Charlez Design retains rights to all plans and detail shown. 2/16/2023 3:37:56 PM 14Cross Sections MISC - Beduhn - CD Beduhn Remodel BUILDER BY HOMEOWNER1.12.2022GM 1340 Vine Place Orono, MN 1/4" = 1'-0" 1Section - Family Rm/Front Porch 1/4" = 1'-0" 2 Section - Lake Bath/Front Porch 1/4" = 1'-0" 3Section - Pocket Office/Front Porch 1" = 1'-0" 4 Detail - Eave @ New Loft IMPORTANT REMODEL NOTE: VERIFY ALL HEIGHTS AND SIZES OF EXISTING WINDOWS, DOORS, AND ROOF. VERIFY FLOOR AND WALL HEIGHTS IN THE EFFECTED AREA PRIOR TO ORDERING MATERIALS OR STARTING CONSTRUCTION ALL DIMENSIONS LINES TO BE TO CENTERLINE OF STUDS TO FACE OF SHEATHING ALL OVERALL DIMENSION LINES TO BE FACE OF STUD TO FACE OF SHEATHING VERIFY ALL HEIGHTS AND SIZES OF EXISTING CONSTRUCTION MATERIALS: WALL STUDS, FLOOR JOISTS, SUB FLOOR, AND ROOF TRUSSES PRIOR TO ORDERING MATERIALS OR STARTING CONSTRUCTION FIELD VERIFY OVERHANGS AND ROOF PITCH PRIOR TO ORDERING ROOF TRUSSES OR STARTING CONSTRUCTION ALL MODIFICATIONS AND NEW LOADS APPLIED TO THE EXISTING ROOF STRUCTURE WILL BE VERIFIED BY AN ENGINEER WHO WILL PROVIDED DRAWING AND SPECIFICS STRUCTURAL ENGINEERS SIGNATURE IS NEEDED BEFORE PLANS CAN BE SUBMITTED TO CITY OF ORONO FOR APPROVAL. ENGINEER WILL VERIFY THAT ALL MODIFICATIONS TO THE PROJECT MEET STATE AND LOCAL GOVERNMENT REQUIREMENTS REVISION SCHEDULE Number Date Issued by CDRev1 1.18.2023 GM CDRev2 1.24.2023 JCB CDRev3 2.2.2023 GM CDRev4 2.16.2023 LMC