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2 13 3 15 1 15 2 15 3 13 1 14 3 14 2 14 1 13 36' - 0"38' - 6"34' - 0"1' - 6"8' - 0"10' - 0"8' - 0"7' - 0"7' - 0"2' - 6"33' - 6 1/2"3' - 0"7' - 5 1/2"8' - 0"12' - 6"10' - 0"34' - 0"1' - 6"2' - 6"29' - 0"11' - 0"110' - 0" 110' - 0"3' - 0"- UNEXCAVATED - - NEW GARAGE FOUNDATION - 1' - 10 1/2" MASONRY OP'NG 9' - 3"2' - 9" MASONRY OP'NG 18' - 3"1' - 10 1/2" 10 1/2" M.O. 3' - 3"14' - 3" MASONRY OP'NG 9' - 3"6' - 4 1/2" - EXISTING CRAWL SPACE - - EXISTING CRAWL SPACE - -new crawl space to match existing - UNEXCAVATED MATCH T.O. NEW FOUNDATION TO EXISTING T.O. FOUNDATION MATCH T.O. NEW FOUNDATION TO EXISTING T.O. FOUNDATION TYPICAL SLAB CONSTRUCTION: 4" CONCRETE SLAB PITCHED TOWARDS OVERHEAD DOOR OVER POLY/VAPOR BARRIER OVER SAND BED GRANULAR FILL GARAGE FND WALL: 3'-6"x8" POURED CONCRETE FOUNDATION ON 20"x8" CONCRETE FOOTING REBAR PER CODE NEW PORCH FND WALL: 3'-6"x8" POURED CONCRETE FOUNDATION ON 20"x8" CONCRETE FOOTING REBAR PER CODE NEW STAIRCASE FND WALL: MATCH EXISTING WALL HEIGHTx8" POURED CONCRETE FND. ON 20"x8" CONCRETE FOOTING REBAR PER CODE Exst. Exst. Exst. Exst. Exst. New New New Exst.New Exst. Exst.9' - 6"1' - 7 3/4"10' - 7"1 1/2"11' - 1 3/4"5' - 8 3/4"18' - 9 1/4" 1' - 8 3/4"10' - 2 1/4"12' - 7" NEW PAD 36"x36"x12" NEW PAD 36"x36"x12" 1 12 3 12 NOTE: PROVIDE EXISTING CRAWL SPACE & FOUNDATION AREA TO BE SEALED WITH VAPOR BARRIER NOTE: PROVIDE EXISTING CRAWL SPACE & FOUNDATION WITH SEALED WITH VAPOR BARRIER 2" SLAB LEDGE 2" SLAB LEDGE NEW STAIRCASE LOCATION. VERIFY EXISTING FLOOR JOISTS & SPECIFY NEW BEAMS/HEADERS IF NECESSARY BUILT-UP FLOOR AREA ON T.O. NEW FLR SYSTEMEXISTING DECK JOISTS & FOOTINGS EXISTING DECK JOISTS & FOOTINGS 42' - 6"42' - 6"NOTE: PROVIDE NEW CRAWL SPACE & FOUNDATION WITH SEALED WITH VAPOR BARRIER NOTE: VERIFY EXISTING SLAB LEDGE UPON REMOVAL OF SLAB TO RECIEVE NEW JOISTS. MFG TO SPEC NEW HANGERS/ LEDGERBOARD WHERE NECESSARY NEW PAD 36"x36"x12" NEW PAD 36"x36"x12"2x10 JOISTS @ 16" O.C. 2x10 JOISTS @ 16" O.C. 2x10 JOISTS @ 16" O.C. 2x10 JOISTS @ 16" O.C.BEAM DROPPED PER MFG. SPEC.NEW FND WALLS: MATCH EXISTING HGT "x 8" POURED CONCRETE FOUNDATION ON 20"x8" CONCRETE FOOTING. PROVIDE 2" JOIST LEDGE AS NECESSARY REBAR PER CODE 1/4" = 1'-0" 1Lower Level 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 3:37:11 PM 05Lower Level MISC - Beduhn - CD Beduhn Remodel BUILDER BY HOMEOWNER1.12.2022GM 1340 Vine Place Orono, MN DIMENSIONS ARE FROM FACE OF CONCRETE & FACE OF SHEATHING TO CENTER OF STUD. EXISTING FLOOR SYSTEM & CRAWL SPACES TO REMAIN AS EXISTING LOWER LEVEL NOTES: 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