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A <br />B <br />NEW ROOF <br />B <br />EXISTING FOUNDATION <br />5/4" x 8" TRIM <br />4/4" x 10" TRIM <br />5/4" x 8" TRIM <br />SITE VERIFY GRADE SLOPES. <br />ACTUAL CONDITIONS MAY VARY <br />FROM GRADE SLOPES SHOWN <br />EXST. BALCONYAWNING ROOF <br />/(SEE 5A12) <br />BC <br />03 <br />0402 <br />01 <br />2829 <br />27 <br />633534 <br />102 <br />B <br />B <br />B <br />BB <br />A <br />NEW ROOF <br />NEW ROOFB <br />5/4" x 8" TRIM <br />8" / 12" SLOPED ROOF5/4" x 8" TRIM <br />4/4" x 10" TRIM <br />C <br />C <br />C <br />181719 <br />20 <br />52 <br />59 <br />26 <br />C <br />C <br />C <br />C <br />5/4" x 8" TRIM 8" / 12"8" / 12"8" / 12"8" / 12"3 1/2" / 12"8" / 12"8" / 12"3 1/2" / 12"3 1/2" / 12"8" / 12" <br />8" / 12" <br />8" / 12"8" / 12"ROOF RIDGE VENT <br />ROOF RIDGE VENTROOF RIDGE VENT12"36"36"12"12" <br />24"24"24"36" <br />36"18"24"6"6"36"12"36"12"36"36"30"12" <br />FLAT ROOF @ 1/4" SLOPE <br />19' - 0"36"ROOF RIDGE VENT <br />ROOF RIDGE VENTNOTE: <br />ALL EXISTING ROOFS TO BE <br />REMOVED. ROOF PLAN INDICATES <br />ALL NEW ROOF TRUSSES <br />28' - 10" <br />8"/12" <br />SLOPE <br />/(SEE 5 A12) <br />TYPICAL AWNING <br />w/ CABLES <br />/(SEE 5 A12) <br />TYPICAL AWNING <br />w/ CABLES12"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 3:37:07 PM 04Left & Right Elevations MISC - Beduhn - CD <br />Beduhn Remodel BUILDER BY HOMEOWNER1.12.2022GM <br />1340 Vine Place <br />Orono, MN <br />TYPICAL EXTERIOR <br />MATERIALS <br />ASPHALT SHINGLES W/ <br />NATURAL SHADOW <br />ARCHITECTURAL GRADE <br />COMPOSITE PANEL <br />SMOOTH w/ BATTEN STRIPS <br />@ 16" O.C. PER ELEVATION <br />4" EXPOSURE COMPOSITE <br />SIDING PER ELEVATION <br />COMPOSITE PANELING <br />SMOOTH PER ELEVATION <br />199 METAL SIDING <br />CORNERS PER ELEVATION <br />1X8 ON 1X18 COMPOSITE <br />FASCIA PER ELEVATION <br />COMPOSITE VENTED <br />SOFFITS PER ELEVATION <br />MARVIN ELEVATE <br />WINDOWS w/ BLACK <br />EXTERIORS PER <br />ELEVATION <br />HOUSE WRAP AND/OR TAR <br />PAPER IN PROPER FORM <br />ON ENTIRE EXTERIOR <br />B <br />C <br />A <br />FOUNDATION WALL HEIGHTS ARE SUBJECT TO <br />CHANGE DUE TO GRADE AND SITE CONDITIONS. <br />ALL FOUNDATION WALL HEIGHTS MUST BE <br />VERIFIED ON SITE BY THE CONTRACTOR AND <br />SITE SURVEYOR PRIOR TO CONSTRUCTION. <br />FOUNDATION CONTRACTOR WILL STEP <br />FOUNDATION WALLS AS NECESSARY TO <br />MAINTAIN PROPER FROST PROTECTION (42" <br />BELOW GRADE) IN ACCORDANCE TO CURRENT <br />MINNESOTA CODE, REGULATIONS, AND ZONING. <br />FOUNDATION WALLS DISCLOSURE: <br />SEE "TYPICAL EXTERIOR MATERIALS" FOR ALL CLADDING SHOWN <br />SEE FINAL PAGE FOR SQUARE FOOTAGE CALCULATIONS <br />METAL FASCIAS AND ROOFS HAVE THE TENDENCY TO OIL CAN UNDER <br />CERTAIN WEATHER CONDITIONS. CONSULT CONTRACTOR FOR METAL <br />GAUGE THICKNESS OPTIONS TO REDUCE WEATHER RELATED <br />CONCERNS (BUBBLING, WARPING, ETC.) <br />GENERAL CONTRACTOR TO ENSURE THAT ALL ROOF PENETRATIONS <br />(VENT PIPES, EXHAUST FANS, FURNACE/AC PIPES, ETC) ARE PLACED IN <br />OBSCURE LOCATIONS ON ROOF TO MINIMIZE THE SIGHT OF <br />PENETRATIONS FROM MAIN ARCHITECTURAL VIEWS OF HOME. <br />elevation notes: <br /> 1/4" = 1'-0" <br />1Left Elevation <br /> 1/4" = 1'-0" <br />2Right Elevation <br /> 1/8" = 1'-0" <br />3 Roof Plan <br />ENGINEERED ROOF TRUSSES PER MFG. SPEC. MANUFACTURE WILL <br />PROVIDE ALL ENGINEERING DRAWING AND SPECIFICS <br />OVERHANG DIMENSIONS ARE TO FACE OF FRAMING <br />ICE AND WATER ALL ADJOINING ROOFS <br />TRUSS MANUFACTURER TO VERIFY ALL ENERGY HEELS SHOWN TO <br />ENSURE FINAL EAVE FRAMING DOES NOT CONFLICT WITH FINISHED <br />EXTERIOR WINDOW TRIM AS SHOWN ON ELEVATIONS. <br />METAL FASCIAS AND ROOFS HAVE THE TENDENCY TO OIL CAN UNDER <br />CERTAIN WEATHER CONDITIONS. CONSULT CONTRACTOR FOR METAL <br />GAUGE THICKNESS OPTIONS TO REDUCE WEATHER RELATED <br />CONCERNS (BUBBLING, WARPING, ETC.) <br />GENERAL CONTRACTOR TO ENSURE THAT ALL ROOF PENETRATIONS <br />(VENT PIPES, EXHAUST FANS, FURNACE/AC PIPES, ETC) ARE PLACED IN <br />OBSCURE LOCATIONS ON ROOF TO MINIMIZE THE SIGHT OF <br />PENETRATIONS FROM MAIN ARCHITECTURAL VIEWS OF HOME. <br />roof plan notes: <br />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