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Existing Second Floor10' - 6 1/2" Roof18' - 7 5/8" Exst. Raised First Floor 1' - 6" Exst. Raised First Floor Clg. 9' - 10 1/2"8' - 1 1/8"8"8' - 4 1/2"3' - 0"3' - 0"Heel26 1/4"Heel26 1/4"New Window Hgt.16' - 0 1/2"New Window Hgt.16' - 0 1/2"8' - 1 1/8"8"8' - 4 1/2"8"6' - 10 1/2"EXST. BEAMS EXST. BEAM EXISTING 2X8 FLOOR SYSTEM EXISTING 2X8 FLOOR SYSTEM 8" 12" NEW ROOF TRUSSES PER MFG. SPEC. EXISTING CRAWL SPACE Exst.Exst. DININGKITCHEN loft NOTE: PROVIDE EXISTING CRAWL SPACE & FOUNDATION AREA TO BE SEALED WITH VAPOR BARRIER 14' - 5 1/2"14' - 5 1/2" Existing First Floor0' - 0" Existing Second Floor10' - 6 1/2"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"4' - 0 1/2"4' - 0 1/2"3/4" SUBFLOOR 24" FLOOR TRUSSES @ 19.2" O.C. BEAM FLUSHED PER MFG. SPEC.8' - 1 1/8"8"8' - 4 1/2"8"EXISTING BEAMS EXISTING 2X8 FLOOR SYSTEM EXISTING 2X8 FLOOR SYSTEM10 3/4"7' - 5 3/4"8' - 1 1/8"1' - 6 3/4"8' - 11 3/4"10"EXISTING 2X10 FLOOR SYSTEM 3/4" SUBFLOOR 18" FLOOR TRUSSES @ 19.2" O.C.6 1/4"1' - 6"Heel18 5/16"Heel18 5/16"18"1 8 "3' - 6"NewNew Exst.Exst. ROOF TRUSSES PER MFG. SPEC. NEW ROOF TRUSSES PER MFG. SPEC. EXISTING CRAWL SPACE EXISTING CRAWL SPACE 18" PARALLEL CHORD TRUSSES PER MFG. SPEC. 8" 12" 3' - 0"3' - 0" 1' - 0" 1' - 0"1' - 0"8' - 11 3/4"New GUEST RM MUD ROOMFOYER DININGGREAT ROOM GARAGE OWNER'S SUITEEXST. LOFT BDRM #4 BATH BONUS ROOMNEW LOFT 7' - 4 13/16"10' - 11 1/2"10' - 11 1/2"Upper Level to Apex of Vault11' - 0 13/16"New First Floor Clg. 8' - 11 3/4"2' - 0 3/4"T.O. Foundation to B.O. Trusses8' - 11 1/4"GRADE MUST BE MINIMUM OF 6" BELOW TOP OF FOUNDATION WALL B.O. FOOTING @ MIN. 42" BELOW GRADE TYPICAL SLAB CONSTRUCTION: 4" CONCRETE SLAB PITCHED TOWARDS FLOOR DRAINS SAND BED GRANULAR FILL6"ZERO ENTRY GARAGE SLAB INTO HOUSE NEW CRAWL SPACE TO MATCH EXISTING NEW 2x10 JOISTS TO MATCH EXISTING NOTE: PROVIDE NEW CRAWL SPACE & FOUNDATION AREA W/ SEALED WITH VAPOR BARRIER BEAM DROPPED PER MFG. SPEC. Existing First Floor0' - 0" Existing Second Floor10' - 6 1/2" Roof18' - 7 5/8"Heel6 1/4"8' - 1 1/8"1' - 6 3/4"8' - 11 3/4"10"PROPOSED GIRDER TRUSS PER MFG. SPEC.NEW ROOF TRUSSES PER MFG. SPEC.NEW ROOF TRUSSES PER MFG. SPEC. BEAM FLUSHED PER MFG. SPEC. 8" 12" EXISTING 2X10 FLOOR SYSTEM EXISTING 2X10 FLOOR SYSTEM 3/4" SUBFLOOR 18" FLOOR TRUSSES @ 19.2" O.C. BEAM FLUSHED PER MFG. SPEC. EXISTING CRAWL SPACE 11"7 7/16"5' - 7"4' - 11 1/2"TYPICAL STAIRCASE CONSTRUCTION: 6'-10" MINIMUM HEADROOM (4) 11- 7/8" STAIR STRINGER w/1-1/8" x 11-1/4" PARTICLE BOARD TREADS PROVIDE 34"-36" HGT HANDRAILS & GUARDS RAILS PER CODE TYPICAL STAIRCASE LANDING CONSTRUCTION: 2-2x8 HEADER 3/4" PLYWOOD BACKING 2x8 JOISTS @ 16" O.C. 3/4" PLYWOOD FAMILY ROOM STAIRS BDRM #2NEW LOFT 3' - 6"8' - 7 3/4"6 1/4"6' - 6" BEAM FLUSHED PER MFG. SPEC. New New Exst. NOTE: PROVIDE EXISTING CRAWL SPACE & FOUNDATION AREA TO BE SEALED WITH VAPOR BARRIER 13' - 8 1/2"22' - 2 1/2" LANDING BEAMS PER MFG. 6" New First Floor Clg.8' - 11 3/4" EXST. DECK 8' - 1 1/8"1' - 6 3/4"8' - 11 3/4"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 3:38:01 PM 15Cross Sections MISC - Beduhn - CD Beduhn Remodel BUILDER BY HOMEOWNER1.12.2022GM 1340 Vine Place Orono, MN 1/4" = 1'-0" 1Section - Dining/Kitchen 1/4" = 1'-0" 2Section - Owner's Suite/Bonus Room 1/4" = 1'-0" 3 Section - Stairs/Family Room 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