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HomeMy WebLinkAboutLA222191 - 10330 199th St W-Permit PackRESIDENTIAL BUILDING PERMIT APPLICATION CITY OF LAKEVILLE BUILDING INSPECTIONS DEPARTMENT 20195 HOLYOKE AVENUE LAKEVILLE, MN 55044 952-985-4440 Office Use Only __________________ Permit Number ___________________ Received By ___________________ Date Received ___________________ Fee Total SITE ADDRESS: MAILING ADDRESS: CITY: STATE: ZIP: JOB DESCRIPTION:__________________________________ MASTER PLAN: (Number or Address)____________________ LIST OTHER STRUCTURES ON PROPERTY:_______________________________________________________________ ESTIMATED VALUATION: PROPOSED START DATE: END DATE: (New Residential Only): LEGAL DESCRIPTION: LOT: _____ BLOCK: _____ SUBDIVISION: APPLICANT IS: RESIDENT OWNER CONTRACTOR EMAIL NEW MODEL HOME: YES NO (IF YES – ADMINISTRATIVE PERMIT REQUIRED) PLEASE FILL OUT THE FOLLOWING COMPLETELY (All Contractor information must be as listed on State License) RESIDENT OWNER NAME:_______________________________________________________________________________ HOME PHONE #:_____________________________ CELL PHONE:___________________________ GENERAL CONTRACTOR Homeowner Contractor CONTRACTOR:_______________________________________________________________________ LICENSE #:BC______________ LEAD CERTIFICATE#_______________ (PRE 1978 STRUCTURE) OFFICE PHONE #:_____________________________ CELL PHONE:___________________________ ADDRESS:____________________________ CITY:________________ ST:______ ZIP:____________ PLUMBING WORK Homeowner Contractor CONTRACTOR:__________________________________________LICENSE #: PM______________ OFFICE PHONE #:_____________________________ CELL PHONE:___________________________ ADDRESS:____________________________ CITY:________________ ST:______ ZIP:____________ MECHANICAL WORK Homeowner Contractor CONTRACTOR:________________________________________ _______________________________ _____________________________ CELL PHONE:___________________________ ADDRESS:____________________________ CITY:________________ ST:______ ZIP:____________ BOND #:_______________________________________ EXPIRATION DATE____________________ SEWER/WATER CONTRACTOR New Construction Only NAME:________________________________________________ ______________________________ _____________________________ CELL PHONE:______________________________ BOND #:_______________________________________ EXPIRATION DATE____________________ NAME OF APPLICANT (Please Print)DATE I HEREBY APPLY FOR PERMIT AND ACKNOWLEDGE THAT ALL INFORMATION ON THIS APPLICATION IS COMPLETE AND ACCURATE. THIS IS NOT A PERMIT AND WORK IS NOT TO COMMENCE UNTIL SUCH TIME A PERMIT IS ISSUED. ALL WORK WILL COMPLY WITH LAKEVILLE CITY CODE, THE MINNESOTA STATE BUILDING CODE, AND THE APPROVED PLANS. INTEREST EARNINGS ON ESCROW ACCOUNTS, IF ANY, WILL BE RETAINED BY THE CITY TO OFFSET THE ADMINISTRATIVE COSTS ASSOCIATED WITH PROCESSING THE ESCROW APPLICATION AND REFUND. OFFICE PHONE #:_ OFFICE PHONE #:_ *Entering your name affirms your intent to comply with the statement above. * Submit Application To: permits@lakevillemn.gov RESIDENTIAL BUILDING PERMIT APPLICATION PAGE 2 OFFICE USE ONLY BUILDING PERMIT TYPE REQUIRED INSPECTIONS SINGLE FAMILY DWELLING BUILDING DUPLEX AS BUILT TOWNHOUSE UNITS BUILDING FINAL DETACHED TOWN HOUSE UNIT CONDO REROOF RESIDE RES ADDN/REPAIR/RMDL DECK PORCH GARAGES LOWER LEVEL FINISH ADDITION FOUNDATION ONLY MISCELLANEOUS DEMO APPROVED BY: BUILDING INSPECTOR: Date: PLUMBING/MECHANICAL INSPECTOR: Date: COMMENTS: CITY BUILDING VALUATION: $ BUILDING PERMIT FEES $PERMIT FEE $PLAN CHECK $SURCHARGE $METRO SAC $CITY WATER HOOKUP UNIT $CITY SEWER HOOKUP UNIT $LANDSCAPE ESCROW $TREE ESCROW $MISC ESCROW $PLUMBING $MECHANICAL $SEWER WATER WATER METER PRESSURE REDUCING VALVE $OTHER $TOTAL METER SIZE PRESSURE REDUCING VALVE SEWER/WATER SEWER/WATER FINAL STREET DRAINTILE BUILDING INFORMATION TYPE OF CONSTRUCTION ZONING CODE EDITION FIRE SUPPRESSION SYSTEM OCCUPANCY GROUP MECHANICAL AIR TEST FINAL ROUGH-IN PLUMBING FINAL ROUGH-IN INSULATION LATH DECK FOOTING FIREPLACE FOOTING FOUNDATION FRAMING PORCH FRAMING PORCH FOOTING POURED WALL SITE LOWER LEVEL FINAL OTHER DECK FRAMING LOWER LEVEL FRAMING LANDSCAPING DECK FINAL $ $ ACCESSORY BUILDING EGRESS WINDOW UNDERGROUND DRAWN BYDESCRIPTIONPROJECT #PROJECTISSUERE-ISSUEBUILDER18476 KENRICK AVE SUITE 202LAKEVILLE, MN 55044TEL: 952.428.8200EM: Dave@DavidCharlezDesigns.comD 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 Sa 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 2024. Do not replicate with out permission (952)428-8200. David Charlez Design retains rights to all plans and detail shown.3/13/20244:06:27 PM01 Front PersepctiveHBT - Larson - CD'sLarson - Lake MarionHomes by Tradition16972 Brandtjen Farm Dr.Lakeville, MN 5504401.25.2024SMM10330 199TH. ST. WLAKEVILLE, MN 55044L A R S O N R E S I D E N C E ON THE SHORES OF LAKE MARION 10330 199TH ST. W LAKEVILLE, MN 55044 REVISION SCHEDULENumberDate Issued byCDREV103.13.2024 SMM S H E E T L I S T Number Name 01 Front Persepctive 02 Rear Perspective 03 Front & Rear Elevations 04 Left & Right Elevations 05 Roof Plan 06 Foundation Plan 07 Foundation & Exterior Details 08 Lower Level 09 Lower Level Structural 10 Lower Level Lighting Plan 11 Main Level 12 Main Level Structural 13 Main Level Lighting Plan 14 Upper Level 15 Upper Level Structural 16 Upper Level Lighting Plan 17 Cross Sections 18 Cross Sections 19 Cross Sections 20 Cross Sections 21 Cross Sections 22 Cross Sections 23 Schedules 24 Square Footage Calculations Grand total: 24 Concept Approval ONLYSubject to Field Inspection Inspector Date 2020 MN Bldg Code 03/14/2024dmathews DRAWN BYDESCRIPTIONPROJECT #PROJECTISSUERE-ISSUEBUILDER18476 KENRICK AVE SUITE 202LAKEVILLE, MN 55044TEL: 952.428.8200EM: Dave@DavidCharlezDesigns.comD 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 Sa 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 2024. Do not replicate with out permission (952)428-8200. David Charlez Design retains rights to all plans and detail shown.3/13/20244:06:34 PM02 Rear PerspectiveHBT - Larson - CD'sLarson - Lake MarionHomes by Tradition16972 Brandtjen Farm Dr.Lakeville, MN 5504401.25.2024SMM10330 199TH. ST. WLAKEVILLE, MN 55044L A R S O N R E S I D E N C E ON THE SHORES OF LAKE MARION 10330 199TH ST. W LAKEVILLE, MN 55044 REVISION SCHEDULENumberDate Issued by First Floor1008.4 Second Floor1020.5 Roof1028.6 Basement997.8 T.O. Footing997.5 B.O. Footing996.8 Top of Foundation1007.5 First Floor Clg.1018.5 Basement Clg.1006.6 Roof Peak1039.7 Garage Floor1005.0 T.O. Garage Foundation1005.5Upper Level Ceiling Height8' - 1 1/8"2' - 0 3/4"Main Level Ceiling Height10' - 1 1/8"1' - 8 3/4"Lower Level Ceiling Height8' - 10"Foundation Wall Height10' - 0"Main Level Window Height9' - 0"Upper Level Window Height7' - 0"Bonus Rm1017.7 Bonus Rm Clg1025.8 Bonus Room Ceiling Height8' - 1 1/8"AA A AA AA A A A A B B CCC F DDDD FLOWER BOX BY OTHERS 72"16"19 3 19 3 5/4" x 8" TRIM BD. w/GRADE 5/4" x 8" TRIM BD.5/4" x 8" TRIM BD.5/4" x 10" FRIEZE BD.5/4" x 10" FRIEZE BD.5/4" x 10" FRIEZE BD.5/4" x 8" TRIM BD.5/4" x 8" TRIM BD. 5/4" x 6" TRIM BD. /(SEE 3 A21) BARREL VAULT SECTION 3-1/2" / 12" SHED ROOF 20" / 12" SHED ROOF 1111 1010 3333 32 3131 0707 0606 30 28 05 05 05 09 112113113 0808 3-1/2" STONE CAP 23 3 19 4 2 1/2" 5/4" x 6" TRIM BD.9' - 3 5/8"1)5-1/4" x 7" 1.8E PARALLAM PSL (PLANK)2)1-1/2" x 5-1/2" 1.3E TIMBERSTRAND LSL @ 16" O.C. 1)3-1/2" x 5-1/2" 1.3E TIMBERSTRAND LSL (PLANK) 1)3-1/2" x 5-1/2" 1.3E TIMBERSTRAND LSL (PLANK)1)5-1/4" x 7" 1.8E PARALLAM PSL (PLANK)1)5-1/4" x 7" 1.8E PARALLAM PSL 1)5-1/4" x 5-1/4" 1.8E PARALLAM PSL 1)5-1/4" x 7" 1.8E PARALLAM PSL (PLANK)1)5-1/4" x 7" 1.8E PARALLAM PSL (PLANK)5x5 PSL TRIMMER5x5 PSL TRIMMERG.T.O.F. to Cap70 1/4"E 5/4" x 6" TRIM BD.5/4" x 6" TRIM BD.E EE 5/4" x 6" TRIM BD.5/4" x 6" TRIM BD.19 4 194 AA A A A AA A A A A AA BBBB CC D C 5/4" x 8" OVER 5/4" x 12" TIERED TRIM BD. 5/4" x 8" TRIM BD. 5/4" x 8" TRIM BD. 5/4" x 8" TRIM BD.5/4" x 8" TRIM BD. 5/4" x 8" TRIM BD. 5/4" x 6" TRIM BD.5/4" x 6" TRIM BD.5/4" x 10" FRIEZE BD.5/ 4 " x 1 0 " F R I E Z E B D . CC 5/4" x 6" F R I E Z E B D. 193193 NOTE:PROPOSED RETAINING WALL, VERIFY LOCATION AND DESIGN WITH LANDSCAPE DESIGNER AND SURVEYING ENGINEER NOTE:PROPOSED RETAINING WALL & LANDSCAPE STAIRCASE, VERIFY LOCATION AND DESIGN WITH LANDSCAPE DESIGNER AND SURVEYING ENGINEER D 4126 38383737 37 36 35 36 34 1714 15 15 14 18 13 16192020 2121 19 13 111 24 0101 002 02 03 04 001 03 04 110 14" / 12" SHED ROOF5/4" x 10" FRIEZE BD.14" / 12" SHED ROOF 5/4" x 12" TRIM BD.8' - 7 3/8"5' - 6 1/2"3' - 9 3/16"5/4" x 6" TRIM BD.1)2x6 SPF NO.1/NO.2 @ 16" O.C. 1)3-1/2" x 5-1/2" 1.3E TIMBERSTRAND LSL (PLANK)2)2x6 SPF NO.1/NO.2 @ 16" O.C.2)2x6 SPF NO.1/NO.2 @ 16" O.C.1)3-1/2" x 5-1/2" 1.3E TIMBERSTRAND LSL (PLANK) 41 41A A 5/4" x 8" TRIM BD. 5/4" x 8" TRIM BD. 14" / 12" SHED ROOF A 5/4" x 6" F RI E Z E B D.DRAWN BYDESCRIPTIONPROJECT #PROJECTISSUERE-ISSUEBUILDER18476 KENRICK AVE SUITE 202LAKEVILLE, MN 55044TEL: 952.428.8200EM: Dave@DavidCharlezDesigns.comD 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 Sa 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 2024. Do not replicate with out permission (952)428-8200. David Charlez Design retains rights to all plans and detail shown.3/13/20244:06:43 PM03 Front & Rear ElevationsHBT - Larson - CD'sLarson - Lake MarionHomes by Tradition16972 Brandtjen Farm Dr.Lakeville, MN 5504401.25.2024SMM10330 199TH. ST. WLAKEVILLE, MN 55044STONE ATTACHMENT 1. VERIFY COMPLIANCE WITH INSPECTOR WHEN PAPER IS COMPLETE IN ONE WINDOW AREA. 2. WEATHER RESISTIVE BARRIERS:INCLUDE 2 LAYERS OF GRADE D PAPER WITH WEATHER RESISITVE BARRIERS OVER WOOD BASED SHEATHING. 15 OR 15# IS NOT GRADE D PAPER. LAP VERTICAL JOINTS IN PAPER AT LEAST 2 INCHES. 3. EXTERIOR OPENINGS FLASHED:FLASH ALL EXTERIOR OPENINGS. THE NAILING FLANGE ON WINDOWS WILL NOT BE ACCEPTED FOR FLASHING UNLESS THE MANUFACTURERS INSULATION INSTRUCTIONS ARE PROVIDED ON SITE STATING THE FLANGE IS ACCEPTABLE AS FLASHING. 4. WINDOW FLANGES:INSTALL PAPER ON BOTTOM AND SIDES OF WINDOW BEFORE INSTALLING WINDOW. PAPER LOCATED ON TOP OF WINDOW SHALL GO OVER THE WINDOW FLASHING. INSTALL A SECOND LAYER OF PAPER OVER SIDE WINDOW FLANGES. 5. WINDOW OPENINGS:WATERPROOF WINDOW OPENINGS WITH CAULK, TAPE, OR LIKE MATERIAL. ALL OTHER OPENINGS MUST BE WATERPROOFED WITH CAULK, TAPE, OR LIKE MATERIAL. 6. PAPER ENTIRE WALL:BUILDING PAPER MUST BE INSTALLED ON ALL EXTERIOR WALLS INCLUDING WITHIN THE SOFFIT. INSTALL PAPER IN SHINGLE FASHION TO ENSURE PROPER WATER DRAINIAGE. 7. FLASHING:AT ALL WALL/ROOF INTERSECTIONS WHERE ROOF LINE DOES NOT EXTEND PAST WALL, KICKOUT FLASHING IS REQUIRED. ALL OTHER OPENINGS MUST BE FLASHED TO ENSURE PROPER WATERPROOFING. 8. WEEP SCREED:PROVIDE A CORROSION RESISTANT WEEP SCREED WITH A MINIMUM VERTICAL ATTACHMENT FLANGE OF 3-1/2" AT OR BELOW THE FOUNDATION PLATE. TO ENSURE TRAPPED WATER HAS PROPER DRAINAGE TO EXTERIOR, SCREED SHALL BE A TYPE THAT ALLOWS FOR DRAINAGE AND MUST BE PLACED A MINIMUM OF 4" ABOVE EARTH OR 2" ABOVE CONCRETE. PLACE WEEP SCREEDS JUST BELOW PLATE LINE. IF PAPER HAS BEEN INSTALLED ON FOUNDATION, EXTEND WEEP SCREED ONTO FOUNDATION. ALL STONE MUST NOT EXTEND BELOW, BUT MUST COVER, ALL LATH AND PAPER. DAVID CHARLEZ DESIGNS DOES NOT ACCEPT ANY RESPONSIBILITY FOR STONE INSTALLATION OR WATERPROOFING TECHNIQUES. REFER TO MANUFACTURER AND INSTALLERS FOR PREFERRED INSTALLATION METHODS WHICH WILL DIFFER FROM WHAT IS SHOWN. FOUNDATION WALL HEIGHTS ARE SUBJECT TO CHANGE DUE TO GRADE AND SITE CONDITIONS. ALL FOUNDATION WALL HEIGHTS MUST BE VERIFIED ON SITE BY THE CONTRACTOR AND SITE SURVEYOR PRIOR TO CONSTRUCTION. FOUNDATION CONTRACTOR WILL STEP FOUNDATION WALLS AS NECESSARY TO MAINTAIN PROPER FROST PROTECTION (42" BELOW GRADE) IN ACCORDANCE TO CURRENT MINNESOTA CODE, REGULATIONS, AND ZONING. FOUNDATION WALLS DISCLOSURE: 1/4" = 1'-0" 1Front Elevation 1/4" = 1'-0" 2Rear Elevation TYPICAL EXTERIOR MATERIALS ASPHALT SHINGLES W/ LANDMARK ARCHITECTURAL GRADE 7" EXPOSURE LP SMARTSIDE SHAKE STRAIGHT PER ELEVATION LP SMARTSIDE BOARD & 3" BATTEN PER ELEVATION(BATTENS @ 16" O.C.) LP SMARTSIDE PANEL PER ELEVATION 2" STONE VENEER PER ELEVATION SEE DETAIL PG 07 LP SMARTSIDE T&G SHIPLAP SIDING PER ELEVATION LP SMARTSIDE BOARD & 6" BATTEN PER ELEVATION(BATTENS @ 16" O.C.) INSTALL KICK OUT FLASHING & TWO MEMBRANE TAR PAPER BACKING IN ALL STONE AREAS 5/4" x 6" LP WINDOW & DOOR WRAPS PER ELEVATION SERIES 199 METAL CORNERS PER ELEVATION STANDING SEAMED METAL ROOF PER ELEVATION(DOUBLE LOCK) 4/4" x 4" ON 4/4" x 10" LP FASCIA PER ELEVATION LP VENTED SOFFITS PER ELEVATION EXTERIOR WINDOW COLOR TO BE BLACK PER ELEVATION HOUSE WRAP AND/OR TAR PAPER IN PROPER FORM ON ENTIRE EXTERIOR B C D A SEE "TYPICAL EXTERIOR MATERIALS" FOR ALL CLADDING SHOWN SEE PAGE 24A FOR SQUARE FOOTAGE CALCULATIONS METAL FASCIAS AND ROOFS HAVE THE TENDENCY TO OIL CAN UNDER CERTAIN WEATHER CONDITIONS. CONSULT CONTRACTOR FOR METAL GAUGE THICKNESS OPTIONS TO REDUCE WEATHER RELATED CONCERNS (BUBBLING, WARPING, ETC.) GENERAL CONTRACTOR TO ENSURE THAT ALL ROOF PENETRATIONS (VENT PIPES, EXHAUST FANS, FURNACE/AC PIPES, ETC) ARE PLACED IN INCONSPICUOUS LOCATIONS ON ROOF TO MINIMIZE THE SIGHT OF PENETRATIONS FROM MAIN ARCHITECTURAL VIEWS OF HOME. DAVID CHARLEZ DESIGNS RECOMMENDS MASONRY CONCRETE LEDGES FOR ALL EXTERIOR MASONRY CLADDING PRODUCTS. WHEN MASONRY CONCRETE LEDGES ARE NOT PROVIDED PER GENERAL CONTRACTOR ’S REQUEST, DAVID CHARLEZ DESIGNS DOES NOT ACCEPT RESPONSIBILITY FOR ANY EXTERIOR MASONRY CLADDING FAILURES. elevation notes: 1/4" = 1'-0" 3 Rear Elevation - Garage E F REVISION SCHEDULENumberDate Issued byCDREV103.13.2024 SMM MEMBER NAME: TALL WALL - FOYER: UPPER WINDOW LOWER DOOR COLUMNS RESULTS (MAX UTIL %) PASSED (84%) PASSED (88%) PASSED (85%) CURRENT SOLUTION 1 PIECE(S) 5-1/4" x 7" 1.8E PARALLAM PSL 1 PIECE(S) 5-1/4" x 5-1/4" 1.8E PARALLAM PSL 1 PIECE(S) 5-1/4" x 7" 1.8E PARALLAM PSL (PLANK) MEMBER NAME: TALL WALL - STAIRS: STUDS UPPER WINDOW LOWER WINDOW RESULTS (MAX UTIL %) PASSED (100%) PASSED (86%) PASSED (34%) CURRENT SOLUTION 2 PIECE(S) 1-1/2" x 5-1/2" 1.3E TIMBERSTRAND LSL @ 16" O.C. COLUMNSPASSED (102%)1 PIECE(S) 5-1/4" x 7" 1.8E PARALLAM PSL (PLANK) 1 PIECE(S) 3-1/2" x 5-1/2" 1.3E TIMBERSTRAND LSL (PLANK) 1 PIECE(S) 3-1/2" x 5-1/2" 1.3E TIMBERSTRAND LSL (PLANK) MEMBER NAME: TALL WALL - PRIMARY SUITE: STUDS WINDOWS RESULTS (MAX UTIL %) PASSED (36%) PASSED (58%) CURRENT SOLUTION 1 PIECE(S) 2x6 SPF NO.1/NO.2 @ 16" O.C. COLUMNSPASSED (92%) 1 PIECE(S) 3-1/2" x 5-1/2" 1.3E TIMBERSTRAND LSL (PLANK) 2 PIECE(S) 2x6 SPF NO.1/NO.2 A A A A A A A A AA A A A A B B B5/4" x 10" FRIEZE BD.5/4" x 10" FRIEZE BD.7' - 7 3/4"194 19 3 D D D 5/4" x 10 " F R I E Z E B D . 20" / 12" SHED ROOF E E 5/4" x 8" TRIM BD. 5/4" x 8" TRIM BD. 5/4" x 6" TRIM BD . 5/4" x 8" OVER 5/4" x 12" TIERED TRIM BD. C F 5/4" x 8" TRIM BD. C 193 C 5/4" x 8" TRIM BD. NOTE: PROPOSED RETAINING WALL, VERIFY LOCATION AND DESIGN WITH LANDSCAPE DESIGNER AND SURVEYING ENGINEER 109 1212 10 10 1111 29 27 27 102 101 3-1/2" STONE CAP 5/4" x 6" TRIM BD.5/4" x 6" TRIM BD.5/4" x 6" TRIM BD.13' - 6" 5/4" x 6" TRIM BD. AA A AA A A A A A D5/4" x 10" FRIEZE BD.5/4" x 8" TRIM BD. NOTE:PROPOSED RETAINING WALL, VERIFY LOCATION AND DESIGN WITH LANDSCAPE DESIGNER AND SURVEYING ENGINEER 5/4" x 8" TRIM BD. 5/4" x 8" TRIM BD. 5/4" x 8" TRIM BD. 5/4" x 8" TRIM BD. 5/4" x 12" TRIM BD. 193 19 3 C C5/4" x 10" FRIEZE BD.2727 0505 4040 39 23 24 25 104 A D C 14" / 12" SHED ROOF 5/4" x 12" TRIM BD. 5/ 4 " x 1 0 " F R I E Z E B D . 193 DRAWN BYDESCRIPTIONPROJECT #PROJECTISSUERE-ISSUEBUILDER18476 KENRICK AVE SUITE 202LAKEVILLE, MN 55044TEL: 952.428.8200EM: Dave@DavidCharlezDesigns.comD 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 Sa 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 2024. Do not replicate with out permission (952)428-8200. David Charlez Design retains rights to all plans and detail shown.3/13/20244:06:51 PM04 Left & Right ElevationsHBT - Larson - CD'sLarson - Lake MarionHomes by Tradition16972 Brandtjen Farm Dr.Lakeville, MN 5504401.25.2024SMM10330 199TH. ST. WLAKEVILLE, MN 55044 1/4" = 1'-0" 1Left Elevation 1/4" = 1'-0" 2Right Elevation STONE ATTACHMENT 1. VERIFY COMPLIANCE WITH INSPECTOR WHEN PAPER IS COMPLETE IN ONE WINDOW AREA. 2. WEATHER RESISTIVE BARRIERS:INCLUDE 2 LAYERS OF GRADE D PAPER WITH WEATHER RESISITVE BARRIERS OVER WOOD BASED SHEATHING. 15 OR 15# IS NOT GRADE D PAPER. LAP VERTICAL JOINTS IN PAPER AT LEAST 2 INCHES. 3. EXTERIOR OPENINGS FLASHED:FLASH ALL EXTERIOR OPENINGS. THE NAILING FLANGE ON WINDOWS WILL NOT BE ACCEPTED FOR FLASHING UNLESS THE MANUFACTURERS INSULATION INSTRUCTIONS ARE PROVIDED ON SITE STATING THE FLANGE IS ACCEPTABLE AS FLASHING. 4. WINDOW FLANGES:INSTALL PAPER ON BOTTOM AND SIDES OF WINDOW BEFORE INSTALLING WINDOW. PAPER LOCATED ON TOP OF WINDOW SHALL GO OVER THE WINDOW FLASHING. INSTALL A SECOND LAYER OF PAPER OVER SIDE WINDOW FLANGES. 5. WINDOW OPENINGS:WATERPROOF WINDOW OPENINGS WITH CAULK, TAPE, OR LIKE MATERIAL. ALL OTHER OPENINGS MUST BE WATERPROOFED WITH CAULK, TAPE, OR LIKE MATERIAL. 6. PAPER ENTIRE WALL:BUILDING PAPER MUST BE INSTALLED ON ALL EXTERIOR WALLS INCLUDING WITHIN THE SOFFIT. INSTALL PAPER IN SHINGLE FASHION TO ENSURE PROPER WATER DRAINIAGE. 7. FLASHING:AT ALL WALL/ROOF INTERSECTIONS WHERE ROOF LINE DOES NOT EXTEND PAST WALL, KICKOUT FLASHING IS REQUIRED. ALL OTHER OPENINGS MUST BE FLASHED TO ENSURE PROPER WATERPROOFING. 8. WEEP SCREED:PROVIDE A CORROSION RESISTANT WEEP SCREED WITH A MINIMUM VERTICAL ATTACHMENT FLANGE OF 3-1/2" AT OR BELOW THE FOUNDATION PLATE. TO ENSURE TRAPPED WATER HAS PROPER DRAINAGE TO EXTERIOR, SCREED SHALL BE A TYPE THAT ALLOWS FOR DRAINAGE AND MUST BE PLACED A MINIMUM OF 4" ABOVE EARTH OR 2" ABOVE CONCRETE. PLACE WEEP SCREEDS JUST BELOW PLATE LINE. IF PAPER HAS BEEN INSTALLED ON FOUNDATION, EXTEND WEEP SCREED ONTO FOUNDATION. ALL STONE MUST NOT EXTEND BELOW, BUT MUST COVER, ALL LATH AND PAPER. DAVID CHARLEZ DESIGNS DOES NOT ACCEPT ANY RESPONSIBILITY FOR STONE INSTALLATION OR WATERPROOFING TECHNIQUES. REFER TO MANUFACTURER AND INSTALLERS FOR PREFERRED INSTALLATION METHODS WHICH WILL DIFFER FROM WHAT IS SHOWN. FOUNDATION WALL HEIGHTS ARE SUBJECT TO CHANGE DUE TO GRADE AND SITE CONDITIONS. ALL FOUNDATION WALL HEIGHTS MUST BE VERIFIED ON SITE BY THE CONTRACTOR AND SITE SURVEYOR PRIOR TO CONSTRUCTION. FOUNDATION CONTRACTOR WILL STEP FOUNDATION WALLS AS NECESSARY TO MAINTAIN PROPER FROST PROTECTION (42" BELOW GRADE) IN ACCORDANCE TO CURRENT MINNESOTA CODE, REGULATIONS, AND ZONING. FOUNDATION WALLS DISCLOSURE: TYPICAL EXTERIOR MATERIALS ASPHALT SHINGLES W/ LANDMARK ARCHITECTURAL GRADE 7" EXPOSURE LP SMARTSIDE SHAKE STRAIGHT PER ELEVATION LP SMARTSIDE BOARD & 3" BATTEN PER ELEVATION(BATTENS @ 16" O.C.) LP SMARTSIDE PANEL PER ELEVATION 2" STONE VENEER PER ELEVATION SEE DETAIL PG 07 LP SMARTSIDE T&G SHIPLAP SIDING PER ELEVATION LP SMARTSIDE BOARD & 6" BATTEN PER ELEVATION(BATTENS @ 16" O.C.) INSTALL KICK OUT FLASHING & TWO MEMBRANE TAR PAPER BACKING IN ALL STONE AREAS 5/4" x 6" LP WINDOW & DOOR WRAPS PER ELEVATION SERIES 199 METAL CORNERS PER ELEVATION STANDING SEAMED METAL ROOF PER ELEVATION(DOUBLE LOCK) 4/4" x 4" ON 4/4" x 10" LP FASCIA PER ELEVATION LP VENTED SOFFITS PER ELEVATION EXTERIOR WINDOW COLOR TO BE BLACK PER ELEVATION HOUSE WRAP AND/OR TAR PAPER IN PROPER FORM ON ENTIRE EXTERIOR B C D A SEE "TYPICAL EXTERIOR MATERIALS" FOR ALL CLADDING SHOWN SEE PAGE 24A FOR SQUARE FOOTAGE CALCULATIONS METAL FASCIAS AND ROOFS HAVE THE TENDENCY TO OIL CAN UNDER CERTAIN WEATHER CONDITIONS. CONSULT CONTRACTOR FOR METAL GAUGE THICKNESS OPTIONS TO REDUCE WEATHER RELATED CONCERNS (BUBBLING, WARPING, ETC.) GENERAL CONTRACTOR TO ENSURE THAT ALL ROOF PENETRATIONS (VENT PIPES, EXHAUST FANS, FURNACE/AC PIPES, ETC) ARE PLACED IN INCONSPICUOUS LOCATIONS ON ROOF TO MINIMIZE THE SIGHT OF PENETRATIONS FROM MAIN ARCHITECTURAL VIEWS OF HOME. DAVID CHARLEZ DESIGNS RECOMMENDS MASONRY CONCRETE LEDGES FOR ALL EXTERIOR MASONRY CLADDING PRODUCTS. WHEN MASONRY CONCRETE LEDGES ARE NOT PROVIDED PER GENERAL CONTRACTOR ’S REQUEST, DAVID CHARLEZ DESIGNS DOES NOT ACCEPT RESPONSIBILITY FOR ANY EXTERIOR MASONRY CLADDING FAILURES. elevation notes: E F 1/4" = 1'-0" 3 Front Elevation - Screen Porch REVISION SCHEDULENumberDate Issued by 24"24"24"24"12"24"18"12" 21"12"24" 12" 12" 24"24"24"24" 12" 12" 24"24"12"24"12"24" 24"24"24"24"24"24"24"BARREL ROOF13' - 6" 12" 5' - 0"14" / 12"14" / 12"5" / 12"14" / 12"14" / 12"5" / 12"14" / 12"14" / 12"14" / 12" 14" / 12" 14" / 12" 14" / 12" 14" / 12" 14" / 12"14" / 12"14" / 12"4" / 12"14" / 12"14" / 12"4" / 12" 4" / 12"4" / 12"4" / 12"4" / 12"14" / 12"14" / 12"14" / 12"14" / 12"14" / 12" 14" / 12" 14" / 12" SLOPE 14" / 12" SLOPE14" / 12" SLOPE 20" / 12" SLOPEMAIN LEVEL SHED ROOF 20" / 12" SLOPEMAIN LEVEL SHED ROOF 30"30"24"14" / 12" SLOPE RIDGE VENTRIDGE VENT RIDGE VENTRIDGE VENTRIDGE VENT14" / 12" SLOPE14" / 12" SLOPE14" / 12" SLOPE14" / 12" SHED ROOF BELOW 5" / 12" EYEBROW3 1/2" / 12" 2" / 12" SADDLE BELOW Roof1028.6 LP VENTED SOFFIT 2x4 LOOK-OUT0"Energy Heel11 13/16"Overhang 24" METAL DRIP EDGE 5" 12"LP Tiered Fascia9 1/4"3 1/2"ARCHITECTURAL GRADE ASPHALT SHINGLES#15FELT & ICE & WATER SHIELD (6'-0")1/2" OSB SHEATHING w/STEEL CLIPSTRUSSES @ 24" O.C. (PER MFG. SPEC.)BAFFLES w/1" AIR SPACE2X4 LOOKOUTS2X10 SUB FASCIA w/ 4/4" x 4" ON 4/4" x 10" LP TIERED FASCIA LP VENTED SOFFITSLP 5/4" x 10" FRIEZE BOARDSR-50 BLOWN INSULATIONPOLY VAPOR BARRIER5/8" GYP. BRD. CEILINGE.H. MAY VARY PER LOCATION Roof1028.6 METAL DRIP EDGE ARCHITECTURAL GRADE ASPHALT SHINGLES#15FELT & ICE & WATER SHIELD (6'-0")1/2" OSB SHEATHING w/STEEL CLIPSTRUSSES @ 24" O.C. (PER MFG. SPEC.)BAFFLES w/1" AIR SPACE2X4 LOOKOUTS2X10 SUB FASCIA w/ 4/4" x 4" ON 4/4" x 10" LP TIERED FASCIA LP VENTED SOFFITSLP 5/4" x 10" FRIEZE BOARDSR-50 BLOWN INSULATIONPOLY VAPOR BARRIER5/8" GYP. BRD. CEILINGEnergy Heel10 3/8"Overhang 24" LP VENTED SOFFIT 2x4 LOOK-OUT 14" 12"Two-Tiered Fascia9 7/8"3 1/2"9 1/4"E.H. MAY VARY PER LOCATION 1' - 5 1/2"DRAWN BYDESCRIPTIONPROJECT #PROJECTISSUERE-ISSUEBUILDER18476 KENRICK AVE SUITE 202LAKEVILLE, MN 55044TEL: 952.428.8200EM: Dave@DavidCharlezDesigns.comD 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 Sa 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 2024. Do not replicate with out permission (952)428-8200. David Charlez Design retains rights to all plans and detail shown.3/13/20244:06:57 PM05 Roof PlanHBT - Larson - CD'sLarson - Lake MarionHomes by Tradition16972 Brandtjen Farm Dr.Lakeville, MN 5504401.25.2024SMM10330 199TH. ST. WLAKEVILLE, MN 55044ENGINEERED ROOF TRUSSES @ 24" O.C. PER MFG. SPEC. MANUFACTURE WILL PROVIDE ALL ENGINEERING DRAWING AND SPECIFICS OVERHANG DIMENSIONS ARE TO FACE OF SHEATHING ICE AND WATER ALL ADJOINING ROOFS TRUSS MANUFACTURER TO VERIFY ALL ENERGY HEELS SHOWN TO ENSURE FINAL EAVE FRAMING DOES NOT CONFLICT WITH FINISHED EXTERIOR WINDOW TRIM AS SHOWN ON ELEVATIONS. METAL FASCIAS AND ROOFS HAVE THE TENDENCY TO OIL CAN UNDER CERTAIN WEATHER CONDITIONS. CONSULT CONTRACTOR FOR METAL GAUGE THICKNESS OPTIONS TO REDUCE WEATHER RELATED CONCERNS (BUBBLING, WARPING, ETC.) GENERAL CONTRACTOR TO ENSURE THAT ALL ROOF PENETRATIONS (VENT PIPES, EXHAUST FANS, FURNACE/AC PIPES, ETC) ARE PLACED IN INCONSPICUOUS LOCATIONS ON ROOF TO MINIMIZE THE SIGHT OF PENETRATIONS FROM MAIN ARCHITECTURAL VIEWS OF HOME. roof plan notes: 1/4" = 1'-0" 1Roof Plan 1 1/2" = 1'-0" 2Detail - Typical Cornice 1 1/2" = 1'-0" 3Detail - Typical Square Cut Cornice REVISION SCHEDULENumberDate Issued byCDREV103.13.2024 SMM 10' - 9"10' - 10"9' - 3"5' - 4"26' - 0"11' - 10"32' - 4"8' - 0"4' - 0"32' - 8" MASONRY OPENING 9' - 3"1' - 9" MASONRY OPENING 18' - 3"5' - 8 1/2"2' - 4" 2' - 4" 4' - 0"10' - 10"4"19' - 8"37' - 4"28' - 10"16' - 4"6' - 4" 5' - 6"10' - 0"29' - 8"43' - 2"15' - 6"3' - 4"6' - 2"2"43' - 0"62' - 0"62' - 2"- UNEXCAVATED - - UNEXCAVATED - - UNEX -12' - 8"9' - 4"- UNEX - F8 F7 F10 F13 F4 F1 F9 F9 F10 F1 F2F2 F3 F3 F4 F5 F14 F14 F14F4 F10 F10 F11a F11a F11 ELEVATOR PIT IS DROPPED 12" FOR FUTURE ELEVATOR -10' - 6" -10' - 8" -11' - 6" 2 21 1 21 1 20 1 22 2 19 1 18 3 17 1 17 4 17 2 18 1 19 2 22 2 20 2 17 1 23 3 21 MECH. RM FLOOR 2" BELOW L.L.10"31' - 0"11' - 4"2' - 0"4' - 4"5' - 6" F10 F13 F7 F15 F6 F12 PIER #1 PIER #1 1' - 10"7' - 2"1' - 10"4' - 0"8' - 0" 44' - 2"44' - 8" 88' - 10"2"13' - 2"13' - 4"21' - 4 3/4"3' - 9 1/4"9' - 9 1/2"5' - 4 1/2"20' - 1 1/4"5' - 0 3/4"13' - 0 1/2"10' - 11 1/2"21' - 4 3/4"4' - 6 1/2"6' - 4 1/4"8' - 0 1/2"20' - 7 3/4"4' - 5 1/4"4' - 11 3/4"6' - 9 1/4"12' - 4"21' - 4 3/4"6' - 1 1/4" 4' - 10"7' - 0"14' - 8 1/2"6' - 9"7' - 4 1/2" PFTG #1 F1 F5 SFTG #2 SFTG #1SFTG #1SFTG #1SFTG #1- UNEX -TYPICAL SLAB CONSTRUCTION:4" CONCRETE SLAB OVERPOLY/VAPOR BARRIER OVER3/4" CLEAR ROCK 63' - 8 11/16"F5 2" SLAB LEDGE2" SLAB LEDGE 4" LEDGE(INSUL./STONE)2" SLAB LEDGE2" SLAB LEDGE 4" SLAB LEDGE2" SLAB LEDGE 2" STONE LEDGE 2" STONE LEDGE2" STONE LEDGE2" SLAB LEDGE2" LEDGE(INSUL./SLAB)2" LEDGE(INSUL./SLAB)2" SLAB LEDGE4' - 8"8"8"10"8"8" 10"10"8"8" 10"10"8"8"8"8"8"8"8"10"10"10"8"8"8"8"8"8"8"10"10"8"8" 8"8"10" 10" SHWR F.D. W/D F.D. MECH F.D. 2" 14' - 4 3/4"4' - 0"4' - 0"4' - 0"4' - 0"F17 F16 STEPPED FOUNDATION(SITE MODIFY IF NECESSARY) F5F2F2F2F3 F2 F2 F4 F4 SEE STRUCTURAL ENGINEER FOR ACTUAL DESIGN F2 foundation PIER legend: PIER #1 4’-8” x 1’-10” x 3’-6” POURED CONCRETE PIER ON5’-8” x 2’-10” x 12” CONCRETE FOOTING. REBAR PER CODE. foundation wall legend: F1 9’-0” x 10” POURED CONCRETE WALL w/ 2” EXTERIOR LEDGE (2” STONE OR SLAB) ON 20” x 8” CONCRETE FOOTING. REBAR PER CODE.- TYPICAL FOUNDATION WALL I 9’-0” x 10” POURED CONCRETE WALL w/ 4” EXTERIOR LEDGE (2” STONE OR SLAB & 2" INSUL.) ON 20” x 8” CONCRETE FOOTING. REBAR PER CODE.- TYPICAL FOUNDATION WALL II 9’-0” x 8” POURED CONCRETE WALL PULLED INTO HOUSE 2” (APPLY 2” CERTISTUDS IN AREAS FOR FLUSHED SIDING APPLICATION) ON 20” x 8” CONCRETE FOOTING.REBAR PER CODE.- TYPICAL FOUNDATION WALL III 9’-0” x 8” POURED CONCRETE WALL w/ 2” EXTERIOR LEDGE (GARAGE OR PORCH SLAB) ON 20” x 8” CONCRETE FOOTING.REBAR PER CODE. - TYPICAL COMMON FOUNDATION WALL 10’-0” x 10” POURED CONCRETE WALL PULLED INTO HOUSE 2” (APPLY 2” CERTISTUDS IN AREAS FOR FLUSHED SIDING APPLICATION) ON 20” x 8” CONCRETE FOOTING.REBAR PER CODE.- TYPICAL FOUNDATION WALL IV 11’-0” x 10” POURED CONCRETE WALL PULLED INTO HOUSE 2” (APPLY 2” CERTISTUDS IN AREAS FOR FLUSHED SIDING APPLICATION) ON 20” x 8” CONCRETE FOOTING.REBAR PER CODE.- TYPICAL FOUNDATION WALL V 3’-0” x 10” POURED CONCRETE WALL w/ 2” EXTERIOR LEDGE (PATIO SLAB/STONE) & 2” INTERIOR LEDGE (1” INSULATION, 1” SLAB) ON 20” x 8” CONCRETE FOOTING.REBAR PER CODE.- TYPICAL WALKOUT WALL 9’-0” x 8” POURED CONCRETE WALL PULLED INTO HOUSE 2” (APPLY 2” CERTISTUDS IN AREAS w/ SLOPING GRADE FOR FLUSHED SIDING APPLICATION) ON 20” x 8” CONCRETE FOOTING.REBAR PER CODE. - TYPICAL STEPPED FOUNDATION WALL III 4’-6” x 8” POURED CONCRETE WALL w/ 2" STONE LEDGE ON 20” x 8” CONCRETE FOOTING. REBAR PER CODE.- FRONT PORCH WALL I 3’-0 x 8” POURED CONCRETE WALL ON 20” x 8” CONCRETE FOOTING. REBAR PER CODE.- FRONT PORCH STEPS FOUNDATION WALL 3’-0” x 8” POURED CONCRETE WALL w/ 2” INTERIOR LEDGE (GARAGE SLAB) ON 20” x 8” CONCRETE FOOTING.REBAR PER CODE.- GARAGE FOUNDATION WALL I 5’-0” x 8” POURED CONCRETE WALL ON 20” x 8” CONCRETE FOOTING. REBAR PER CODE.- GARAGE FOUNDATION WALL II 3’-0”/5'-0" x 8” POURED CONCRETE WALL PULLED INTO HOUSE 2” (APPLY 2” CERTISTUDS IN AREAS w/ SLOPING GRADE FOR FLUSHED SIDING APPLICATION) ON20” x 8” CONCRETE FOOTING. REBAR PER CODE.- GARAGE STEPPED FOUNDATION WALL III 12’-0” x 10” POURED CONCRETE WALL ON20” x 8” CONCRETE FOOTING. REBAR PER CODE.- SCREEN PORCH COMMON FOUNDATION WALL 1’-0” x 8” POURED CONCRETE WALL ON20” x 8” CONCRETE FOOTING. REBAR PER CODE.- FUTURE ELEVATOR PIT FOUNDATION WALL 5’-10 1/2” x 8” POURED CONCRETE WALL ON 20” x 8” CONCRETE FOOTING. REBAR PER CODE.- OUTDOOR SNACK BAR FOUNDATION WALL 12’-0” x 8” POURED CONCRETE WALL ON20” x 8” CONCRETE FOOTING. REBAR PER CODE.- SCREEN PORCH STOOP STEPPED FOUNDATION WALL 9’-0” x 8” POURED CONCRETE WALL ON 20” x 8”CONCRETE FOOTING. REBAR PER CODE.- SCREEN PORCH STOOP STEPPED FOUNDATION WALL II F2 F3 F4 F5 F6 F7 F8 F9 F10 F11 F12 F13 F14 F11a F15 F16 F17 concrete pad footing legend F1 24”x24”x8” POURED CONCRETE PAD FOOTINGREBAR NONE F2-OPT1 30”x30”x12” POURED CONCRETE PAD FOOTINGREBAR NONE F2-OPT2 30”x30”x8” POURED CONCRETE PAD FOOTING#5 BARS @ 12” O.C. F3 36”x36”x12” POURED CONCRETE PAD FOOTING#5 BARS @ 12” O.C. F4 42”x42”x12” POURED CONCRETE PAD FOOTING#5 BARS @ 12” O.C. F5 48”x48”x12” POURED CONCRETE PAD FOOTING#5 BARS @ 12” O.C. LOCATE REINFORCEMENT 3” FROM THE BOTTOM OF FOOTING concrete STRIP footing legend 6"x4" CONCRETE CURB20" x 8" POURED CONCRETE FOOTING. REBAR PER CODE.SFTG. #1 4"x4" CONCRETE CURB20" x 8" POURED CONCRETE FOOTING. REBAR PER CODE.SFTG. #2 DRAWN BYDESCRIPTIONPROJECT #PROJECTISSUERE-ISSUEBUILDER18476 KENRICK AVE SUITE 202LAKEVILLE, MN 55044TEL: 952.428.8200EM: Dave@DavidCharlezDesigns.comD 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 Sa 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 2024. Do not replicate with out permission (952)428-8200. David Charlez Design retains rights to all plans and detail shown.3/13/20244:07:00 PM06 Foundation PlanHBT - Larson - CD'sLarson - Lake MarionHomes by Tradition16972 Brandtjen Farm Dr.Lakeville, MN 5504401.25.2024SMM10330 199TH. ST. WLAKEVILLE, MN 55044 1/4" = 1'-0" 1Foundation Plan DIMENSIONS ARE FROM FACE OF CONCRETE TO FACE OF CONCRETE ALL WALLS SHOWN ARE POURED CONCRETE. ALL WALLS, FOOTINGS, AND PADS TO HAVE REBAR AS SPECIFIED BY CODE AND A LICENSED STRUCTURAL ENGINEER. GRAYED OUT FOUNDATION WALLS ARE PULLED INTO HOUSE 2” w/ A CANTILEVERED 2X8 SILL PLATE REFER TO SILL PLATE AND FLOOR DETAILS LOCATED IN CONSTRUCTION DOCUMENTS AND STRUCTURAL DRAWINGS FOR ADDITIONAL DETAILS foundation plan notes: FOUNDATION WALL HEIGHTS ARE SUBJECT TO CHANGE DUE TO GRADE AND SITE CONDITIONS. ALL FOUNDATION WALL HEIGHTS MUST BE VERIFIED ON SITE BY THE CONTRACTOR AND SITE SURVEYOR PRIOR TO CONSTRUCTION. FOUNDATION CONTRACTOR WILL STEP FOUNDATION WALLS AS NECESSARY TO MAINTAIN PROPER FROST PROTECTION (42" BELOW GRADE) IN ACCORDANCE TO CURRENT MINNESOTA CODE, REGULATIONS, AND ZONING. FOUNDATION WALLS DISCLOSURE:REVISION SCHEDULENumberDate Issued byCDREV103.13.2024 SMMStepped Foundation 03.17.2024 SMM STEPPED FOUDATION STEPPED FOUDATIONUFER Ground -Provide 20' Rebar in footing and stub up near electrical service panel. SLAB-ON-GRADE 6'-0"3'-4"8'-10" ± MAX.2"3"2'-2" DRAIN TILE BY OTHERS (4) #4 LONGITUDINAL BARSAT TOP OF FOOTING,EVENLY SPACED #4 HORIZ. BARS@ 24" O.C. 10" C.I.P. CONCRETE WALL VERTICAL BAR OPTIONS:#5 BARS @ 6" O.C.OR #6 BARS @ 9" O.C.2" TO VERT. BARS & HOOKS #4 BARS @ END &BEND OF HOOK 6'-8" HOOK OPTIONS:#5 HOOKS @ 6" O.C. OR#6 HOOKS @ 9" O.C. 12" THICK C.I.P.CONCRETEFOOTING 2'-8" BACKFILL w/100% GRANULARAS SHOWN 2 1 TRANSVERSE BARS OPTIONS:#5 BARS @ 18" O.C. OR#6 BARS @ 24" O.C. 2" CONTRACTOR'S OPTION FOR #4BARS @ 24" O.C. IN EACHDIRECTION TO REDUCETEMP/SHRINKAGE CRACKS 4'-0"1'-8" ± MAX.5" MIN. THICK PATIOSLAB-ON-GRADE,SEE 1/S124" MIN. LAP 18" MIN.EMBED#4 HOOKS @ 24" O.C.4'-0"OPTIONAL SLAB LEDGEBELOW BY OTHERS 2"6" 2" 10"3 1/2"2" INSULATION1" INSULATION @ 45 DEGREE ANGLE 3/4" CLEAR ROCK 10" walkout wall w/ 2" ledge NOTE:ALL APPLICABLE AREAS ON THIS PLAN TO BE BUILT ACCORDING TO THIS DETAIL. FOR AREAS THAT DO NOT APPLY TO THIS DETAIL, REFERENCE ANOTHER DETAIL PROVIDED ON PLANS OR CONSULT WITH GENERAL CONTRACTOR FOR PERFERRED CONSTRUCTION METHODS. ALL DETAILS TO BE VERIFED AND CONFIRMED WITH GENERAL CONTRACTOR. NOTE: BUILDING PAPER 1/2" PLYWOOD 2X6 STUDS @ 16" O.C. INSULATION PER CODE METAL FLASHING 1/2" GYP. BRD. 1/2" ANCHOR BOLT 2X6 SILL PLATE DRAWINGS HAVE NOT BEEN DRAWN OR APPROVED BY A STRUCURAL ENGINEER. SUBJECT TO CHANGE. ALL ITEMS SHOWN MUST BE VERIFIED WITH STRUCTURAL ENGINEER FOR SAFETY AND CODE COMPLIANCE BEFORE, DURING, AND AFTER CONSTRUCTION. DAVID CHARLEZ DESIGNS DOES NOT ACCEPT ANY RESPONSIBILITY FOR ANY STRUCTURAL MEMBERS NOT PROPERLY ENGINEERED AS REQUIRED FOR STRUCTURE. NOTE: EXTERIOR CLADDING PER ELEVATION3 1/2"EXTERIOR CLADDING PER ELEVATION BUILDING PAPER 1/2" PLYWOOD 2X6 STUDS @ 16" O.C. INSULATION PER CODE(IF APPLICABLE) METAL FLASHING 5/8" TYPE X.GYP. BRD. 1/2" ANCHOR BOLT 4" SAND BED GARAGE SLAB CONSTRUCTION NOTE:ALL APPLICABLE AREAS ON THIS PLAN TO BE BUILT ACCORDING TO THIS DETAIL. FOR AREAS THAT DO NOT APPLY TO THIS DETAIL, REFERENCE ANOTHER DETAIL PROVIDED ON PLANS OR CONSULT WITH GENERAL CONTRACTOR FOR PERFERRED CONSTRUCTION METHODS. ALL DETAILS TO BE VERIFED AND CONFIRMED WITH GENERAL CONTRACTOR. NOTE: NOTE:FOUNDATION WALL SIZE MAY VARY PER LOCATION. SEE FOUNDATION PLAN 6"2"6"DRAWINGS HAVE NOT BEEN DRAWN OR APPROVED BY A STRUCURAL ENGINEER. SUBJECT TO CHANGE. ALL ITEMS SHOWN MUST BE VERIFIED WITH STRUCTURAL ENGINEER FOR SAFETY AND CODE COMPLIANCE BEFORE, DURING, AND AFTER CONSTRUCTION. DAVID CHARLEZ DESIGNS DOES NOT ACCEPT ANY RESPONSIBILITY FOR ANY STRUCTURAL MEMBERS NOT PROPERLY ENGINEERED AS REQUIRED FOR STRUCTURE. NOTE: 2X6 SILL PLATE 1/2" ANCHOR BOLT 18"2"6" 2" RIGID INSULATION 5/8" TYPE XGYP. BRD. FLOOR TRUSSES PER PLAN 2X6 SOLE PLATE 3-1/2" POUREDCONCRETE SLAB NOTE:FOUNDATION WALL SIZE MAY VARY PER LOCATION. SEE FOUNDATION PLAN BOTTOM CRD TRUSS @ GARAGE NOTE:ALL APPLICABLE AREAS ON THIS PLAN TO BE BUILT ACCORDING TO THIS DETAIL. FOR AREAS THAT DO NOT APPLY TO THIS DETAIL, REFERENCE ANOTHER DETAIL PROVIDED ON PLANS OR CONSULT WITH GENERAL CONTRACTOR FOR PERFERRED CONSTRUCTION METHODS. ALL DETAILS TO BE VERIFED AND CONFIRMED WITH GENERAL CONTRACTOR. NOTE:3 1/2"1/2" GYP. BRD. 2X6 STUDS @ 16" O.C. INSULATION PER CODE DRAWINGS HAVE NOT BEEN DRAWN OR APPROVED BY A STRUCURAL ENGINEER. SUBJECT TO CHANGE. ALL ITEMS SHOWN MUST BE VERIFIED WITH STRUCTURAL ENGINEER FOR SAFETY AND CODE COMPLIANCE BEFORE, DURING, AND AFTER CONSTRUCTION. DAVID CHARLEZ DESIGNS DOES NOT ACCEPT ANY RESPONSIBILITY FOR ANY STRUCTURAL MEMBERS NOT PROPERLY ENGINEERED AS REQUIRED FOR STRUCTURE. NOTE:1' - 10 1/4"3' - 4 1/4"NOTE:SLOPE GARAGE FLOOR TOWARDS OVERHEAD DOORS SLOPE IN SLAB NOT SHOWN IN CROSS SECTIONS. 2" RIGID INSULATION 1/2" ANCHOR BOLT SLAB @ BOTTOM CHORD TRUSS SPECIAL FOUNDATION:ALL NON-STRUCTURAL EXTERIOR FOUNDATION WALLS NOT MORE THAN 2 STORIES HIGH WITH A GABLE ROOF (HIP ROOFS EXEMPT) ARE PULLED INTO THE HOUSE 1-1/2" NOTE: DRAWINGS HAVE NOT BEEN DRAWN OR APPROVED BY A STRUCURAL ENGINEER. SUBJECT TO CHANGE. ALL FOUNDATION WALLS (STRUCTURAL AND NON-STRUCURAL) MUST BE VERIFIED WITH STRUCTURAL ENGINEER FOR SAFETY AND CODE COMPLIANCE BEFORE, DURING, AND AFTER CONSTRUCTION. DAVID CHARLEZ DESIGNS DOES NOT ACCEPT ANY RESPONSIBILITY FOR FOUNDATION WALLS NOT PROPERLY ENGINEERED AS REQUIRED FOR STRUCTURE. FLOOR TRUSSESPER PLAN 10" 4" CONC. FLOOR 2X6 SILL PLATE NOTE:FOUNDATION WALL SIZE MAY VARY PER LOCATION. SEE FOUNDATION PLAN EXTERIOR CLADDING PER ELEVATION 1/2" SHEATHING BUILDING PAPER 2X6 SOLE PLATE INSULATION PER CODE 2X6 STUDS @ 16" O.C. 1/2" GYP. BRD. METAL FLASHING 5 1/2"2" RIGID INSULATION 2" STONE VENEER w/ GROUTED JOINTS 1/2" SHEATHING 2X8 CANTILEVEREDSILL PLATE 1/2" ANCHOR BOLT 2)LAYERS ASPHALT IMPREGNATED GRADE "D" CONSTRUCTION PAPER OR CODE REQUIRED WRB 2" bottom chord truss w/ stone NOTE:ALL APPLICABLE AREAS ON THIS PLAN TO BE BUILT ACCORDING TO THIS DETAIL. FOR AREAS THAT DO NOT APPLY TO THIS DETAIL, REFERENCE ANOTHER DETAIL PROVIDED ON PLANS OR CONSULT WITH GENERAL CONTRACTOR FOR PERFERRED CONSTRUCTION METHODS. ALL DETAILS TO BE VERIFED AND CONFIRMED WITH GENERAL CONTRACTOR. FLOOR TRUSSES PER PLAN NOTE:FOUNDATION WALL SIZE MAY VARY PER LOCATION. SEE FOUNDATION PLAN 2X6 SOLE PLATE INSULATION PER CODE 2X6 STUDS @ 16" O.C. 1/2" GYP. BRD. DRAWINGS HAVE NOT BEEN DRAWN OR APPROVED BY A STRUCURAL ENGINEER. SUBJECT TO CHANGE. ALL ITEMS SHOWN MUST BE VERIFIED WITH STRUCTURAL ENGINEER FOR SAFETY AND CODE COMPLIANCE BEFORE, DURING, AND AFTER CONSTRUCTION. DAVID CHARLEZ DESIGNS DOES NOT ACCEPT ANY RESPONSIBILITY FOR ANY STRUCTURAL MEMBERS NOT PROPERLY ENGINEERED AS REQUIRED FOR STRUCTURE. NOTE: METAL LATH 4"6" EMC-3639 WOW-3639 2" RIGID INSULATION EXTERIOR CLADDING PER ELEVATIONS 1/2" SHEATHING 2X8 CANTILEVEREDSILL PLATE 1/2" ANCHOR BOLT BUILDING PAPER 2" FOUNDATION WALL PULLEDINTO HOUSE 2" 2x8 plate w/ bottom chord NOTE:ALL APPLICABLE AREAS ON THIS PLAN TO BE BUILT ACCORDING TO THIS DETAIL. FOR AREAS THAT DO NOT APPLY TO THIS DETAIL, REFERENCE ANOTHER DETAIL PROVIDED ON PLANS OR CONSULT WITH GENERAL CONTRACTOR FOR PERFERRED CONSTRUCTION METHODS. ALL DETAILS TO BE VERIFED AND CONFIRMED WITH GENERAL CONTRACTOR. FLOOR TRUSSES PER PLAN METAL FLASHING NOTE:FOUNDATION WALL SIZE MAY VARY PER LOCATION. SEE FOUNDATION PLAN 2X6 SOLE PLATE INSULATION PER CODE 2X6 STUDS @ 16" O.C. 1/2" GYP. BRD. DRAWINGS HAVE NOT BEEN DRAWN OR APPROVED BY A STRUCURAL ENGINEER. SUBJECT TO CHANGE. ALL ITEMS SHOWN MUST BE VERIFIED WITH STRUCTURAL ENGINEER FOR SAFETY AND CODE COMPLIANCE BEFORE, DURING, AND AFTER CONSTRUCTION. DAVID CHARLEZ DESIGNS DOES NOT ACCEPT ANY RESPONSIBILITY FOR ANY STRUCTURAL MEMBERS NOT PROPERLY ENGINEERED AS REQUIRED FOR STRUCTURE. NOTE: 2" XP BOARD DRAWN BYDESCRIPTIONPROJECT #PROJECTISSUERE-ISSUEBUILDER18476 KENRICK AVE SUITE 202LAKEVILLE, MN 55044TEL: 952.428.8200EM: Dave@DavidCharlezDesigns.comD 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 Sa 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 2024. Do not replicate with out permission (952)428-8200. David Charlez Design retains rights to all plans and detail shown.3/13/20244:07:01 PM07 Foundation & ExteriorDetailsHBT - Larson - CD'sLarson - Lake MarionHomes by Tradition16972 Brandtjen Farm Dr.Lakeville, MN 5504401.25.2024SMM10330 199TH. ST. WLAKEVILLE, MN 55044REVISION SCHEDULENumberDate Issued by NOT TO SCALE 2" Stone Installation Details UP 37' - 4"45' - 2"6' - 4" 4' - 4"16' - 4"14' - 8 1/2"6' - 9"7' - 4 1/2"1' - 10"7' - 2"1' - 10"10' - 9"10' - 10"9' - 3"5' - 4"36' - 2"26' - 0"62' - 2"1' - 8 1/2"9' - 3" M.O.1' - 9"18' - 3" M.O.5' - 8 1/2" 36' - 8"2' - 4" 2' - 4"2"13' - 4"12' - 8"32' - 8"4' - 0"8' - 0"32' - 2" 36' - 8"40' - 2"12' - 0" 88' - 10"4"19' - 8"4' - 0"8' - 0"19"6' - 2"9' - 4"9' - 4"12' - 8"10" 15' - 6"2"10' - 10 1/2"12' - 0 3/8"5' - 6 7/8"7' - 6 3/4"6' - 1 1/2"16' - 2"2"5 1/2"5 1/2"42' - 4"16' - 4"58' - 8"3' - 4"4' - 4"5' - 8"8' - 5 1/4"5' - 11 1/2"4' - 6 1/2"8' - 5 1/2"12' - 9 1/4" 4' - 9 3/4"10' - 11 1/2"5' - 5 1/2"6' - 7 3/4"6' - 5"5' - 10 1/2" 5' - 5 1/2"3' - 0" 7' - 2 1/2"6' - 7 1/2"7' - 2"7' - 8 3/4"3' - 5 1/4"19' - 10 1/2"5' - 2 1/2"6' - 8 1/2"3' - 4 1/2" 2' - 4 3/4"11' - 7 1/4"5' - 5 1/2"4' - 6 1/2"2' - 10 3/4"22' - 3 1/4"6' - 5 1/2" 3' - 6 1/2"6' - 11 1/4"7' - 0 3/4"12"13"12' - 4" 55 1/2"99"47 3/4"4 1/2" 54 1/4" 55 1/2"77" 12"12"12" 3' - 8"3' - 6 1/2"12"03x72" 96"2-PANEL PATIO DR.00103 02x36" 96"FULL GLS DR00201 01 x30" 84"004x36" 94" OP'NGx30" 84"PKT. DR.003x30" 84" 005 x48" 84" FULL GLS DBL.DR 006 x36" 84"007x48" 94" OP'NG x54" 94"OP'NGx84" 94"OP'NG x190" 94"OP'NGFUTURE ELEVATOR STACKED W/Dw/FLOOR DRAIN FURN WH SUMP w/SEALEDCOVER BDRM #4 CPT FLR EXERCISE ROOM RUBBER FLR LAKE BATH TILE FLR MECH. ROOM CONCRETE FLR HALL WD FLR FAMILY ROOM WD FLR WET BAR WD FLR MECH. RM FLOOR 2" BELOW L.L. - UNEXCAVATED - - UNEX - - UNEXCAVATED - - UNEX - COVERED PATIO GREY BRUSHEDw/SAW CUT PATIO GREY BRUSHEDw/SAW CUT STAIRCASE CPT RUNNER x48" 96"DBL. DR.008R&S30" REF.SNKWINE CAB. GAME TABLE 53"36"72"36"BUILT-IN CABINETSBUILT-IN CABINETS GAS F'PL (MEZZO 48”) INSTALLED PER MFG SPEC 16" LIN. 42" VANITY BENCH 36"x48"TILESHOWERFAN SD SD/CO SD/CO 2" SLAB LEDGE 4" SLAB LEDGE2" SLAB LEDGE2" SLAB LEDGE4" LEDGE(INSUL./STONE)2" SLAB LEDGE2" STONE LEDGE 2" STONE LEDGE2" STONE LEDGE2x6 WALL12"12"2x6 WALL2x6 BRG WALL 2x4 BRG WALL2x6 BRG WALL2x6 BRG WALLUNDERDECKING SYSTEM(RAINSCAPE OR SIMILAR)LP PANELS 2 21 1 21 1 20 1 22 2 19 1 18 3 17 1 17 4 17 2 18 1 19 2 22 2 20 2 17 204 1 23 3 21 2" SLAB LEDGE NOTE:PROJECT MANAGER TO VERIFY ALL MECHANICAL LOCATIONS NOTE: SOLID BLOCK JOIST SPACES PER CODE NOTE:STEP FOUNDATION WALLS BASED ON SITE CONDITIONS SITE VERIFY GRADE DECK TIES & FASTENERS:PROVIDE METAL TIES AND FASTENERS AS REQ'D BY CODE TYPICAL SLAB CONSTRUCTION: 4" CONCRETE SLAB OVERPOLY/VAPOR BARRIER OVER3/4" CLEAR ROCK OUTLINE OF DECK ABOVE FOUNDATION WALLS FINISH:2" RIGID FP ULTRA LITE PANEL (STUCCO COLOR) INSTALLED TO FOLLOW GRADE WALKOUT & GARAGE/HOUSE COMMON WALLS INSULATION:2" RIGID FOAM ON INSIDE OF WALKOUT FOUNDATION WALL w/ 1" THERMAX AT LEDGE TO ACCEPT SLAB FOUNDATION WALL EXT. INSULATION:2-3/8" TREMCO ENERGY BOARD ON EXTERIOR SIDE OF FOUDATION LIVING AREA BELOW GRADE2" CERTISTUD ON FOUNDATION SIDES ABOVE GRADE READY FOR SIDING APPLICATION INTERIOR THERMAL WALL:(EXPOSED WALLS ONLY)1" FOUNDATION INSULATION (R-5)2X4 STUDS @ 24" O.C.2X4 TREATED PLATE1/2" GYP. BRD. INTERIOR THERMAL WALL:(UNEXPOSED WALLS ONLY)1" AIRSPACE2X4 STUDS @ 24" O.C.2X4 TREATED PLATE1/2" GYP. BRD. EXTERIOR THERMAL WALL:2" FOUNDATION INSULATION SYSTEM (R-10) APPLIED TO EXTERIORPROVIDE FLASHING 2" NOTE: OPT. FLOOR OUTLETS FOR EXERCISE EQUIPMENT (VERIFY & DETERMINE LOCATIONS) NOTE: PROVIDE BACKING IN EXERCISE RM WALL FOR EQUIPMENT 6' - 7 1/4"F.D. 11 1/4"11 1/4"11 1/4"11 1/4" 11 1/4"11 1/4"COUNTER TOP4' - 1 1/2"3' - 0 3/4"NOTE: ALL OPENING WILL BE THE SAME HEIGHT @ 94". FINAL OPENING HEIGHT WILL BE DETERMINED BY ST'L B'M. 1/4" = 1'-0" 1Lower Level WINDOW NOTE:GENERIC WINDOWS ARE CALLED OUT BY WINDOW FRAME SIZE IN INCHES. EXTERIOR WINDOW COLOR TO BE BLACK PER ELEVATION. WINDOW MANUFACTURER TO SPECIFY CLOSEST MATCHING SIZES & VERIFY EGRESS COMPLIANCE AND PROVIDE WINDOW SCHEDULE WITH ROUGH OPENINGS. WINDOW & DOOR HEADERS TO BE 2)2x10 UNLESS NOTED (PER MFG. SPECS.) STRUCTURAL NOTE:BEAM SIZES & ALL STRUCTURAL CONSIDERATIONS SPECIFIED ON THIS SET OF PLANS MUST BE REVIEWED BY THE FLOOR SYSTEM DESIGNER OR BY A STRUCTURAL ENGINEER AND CONFIRMED TO BE STRUCTURALLY SOUND. BASED ON THAT REVIEW IF THERE ARE ANY CHANGES OR ADDED BEAM SIZES, LOCATION , ETC. THESE CHANGES MUST BE BROUGHT TO THE GENERAL CONTRACTORS ATTENTION:DRAWN BYDESCRIPTIONPROJECT #PROJECTISSUERE-ISSUEBUILDER18476 KENRICK AVE SUITE 202LAKEVILLE, MN 55044TEL: 952.428.8200EM: Dave@DavidCharlezDesigns.comD 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 Sa 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 2024. Do not replicate with out permission (952)428-8200. David Charlez Design retains rights to all plans and detail shown.3/13/20244:07:04 PM08 Lower LevelHBT - Larson - CD'sLarson - Lake MarionHomes by Tradition16972 Brandtjen Farm Dr.Lakeville, MN 5504401.25.2024SMM10330 199TH. ST. WLAKEVILLE, MN 55044DIMENSIONS ARE FROM FACE OF CONCRETE & FACE OF SHEATHING TO CENTER OF STUD. FLOOR TRUSSES ARE CALLED OUT AT 19.2" O.C.FLOOR SYSTEM DESIGNER VERIFY SPACING ANDADJUST AS ALLOWED BY SPANS CEILING HEIGHT @ 8'-10" UNLESS NOTEDSET WINDOW HEADERS FLUSH INTO FLOOR SYSTEMT.O. WINDOW FRAMES SET @ 96" FROM FLOOR UNLESS NOTED LOWER LEVEL NOTES:REVISION SCHEDULENumberDate Issued byCDREV103.13.2024 SMM -Min. 15" clearance to anyobstruction from center of W.C., 24" in front(typ). Temper UP FAMILY ROOM PATIO COVERED PATIO BDRM #4 EXERCISE ROOM MECH. ROOM WET BAR - UNEXCAVATED - - UNEX - - UNEXCAVATED - - UNEX - 2" SLAB LEDGE 4" SLAB LEDGE2" SLAB LEDGE2" SLAB LEDGE4" LEDGE(INSUL./STONE)2" SLAB LEDGE2" STONE LEDGE 2" STONE LEDGE2" STONE LEDGEKITCHEN ISLAND ABOVE 2x12 JOISTS@ 16" O.C. 2x12 JOISTS@ 16" O.C. 2x6 BRG WALL 2x6 BRG WALL2x6 BRG WALL2x6 BRG WALL 2 21 1 21 1 20 1 22 2 19 1 18 3 17 1 17 4 17 2 18 1 19 2 22 2 20 2 17 W10x86 ST'L B'M DROPPED (10.4"D x 10.1"W).3)2x10 DROPPED HDR3)2x10 HDR20" FLOOR GIRDER TRUSS2)2x12 TRD. JOISTS 1 23 3 21 DECK TIES & FASTENERS:PROVIDE METAL TIES AND FASTENERS AS REQ'D BY CODE NOTE:STEP FOUNDATION WALLS BASED ON SITE CONDITIONS SITE VERIFY GRADE BEARING POINT TO REST ON BEAM BELOWBRG5 1/2"BRG5 1/2"5-1/2" SPACING:1/2" ROUGH OP'NG3)2x STUDS OR LVL'S1/2" ROUGH OP'NG HVAC CHASE2x10 JOISTS@ 16" O.C.2)9-1/2" FLUSH LSL CONT.2)2x10 FLUSH HDR2)9-1/2" FLUSH LSL2)9-1/2" FLUSH LSL20" FLOOR TRUSSES @ 19.2" O.C. 20" FLOOR TRUSSES @ 19.2" O.C. 20" FLOOR TRUSSES @ 19.2" O.C. 20" FLOOR TRUSSES @ 19.2" O.C. 20" FLOOR TRUSSES @ 19.2" O.C. STAIRCASE LAKE BATH2)9-1/2" LSL w/ 2 TRIMMERS2)9-1/2" LSL2)2x10 FLUSH CONT. HDRLUS2102 HUC2103 2)2x6 STUDS 3)2x6 STUDS 5x9 PSL(NO PLATES) BEAM POCKET3)2x6 STUDS 4)2x6 STUDS 2)TRIMMERS 4)TRIMMERS 3)2x12 FLUSH TRD. B'M3)2x12 FLUSH TRD. B'M2)2x12 TRD. JOISTS 20" FLOOR GIRDER TRUSS BEARING POINT TO REST ON BEAM BELOW NOTE:ALL OPENING WILL BE THE SAME HEIGHT @ 94". FINAL OPENING HEIGHT WILL BE DETERMINED BY ST'L B'M.DRAWN BYDESCRIPTIONPROJECT #PROJECTISSUERE-ISSUEBUILDER18476 KENRICK AVE SUITE 202LAKEVILLE, MN 55044TEL: 952.428.8200EM: Dave@DavidCharlezDesigns.comD 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 Sa 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 2024. Do not replicate with out permission (952)428-8200. David Charlez Design retains rights to all plans and detail shown.3/13/20244:07:05 PM09 Lower Level StructuralHBT - Larson - CD'sLarson - Lake MarionHomes by Tradition16972 Brandtjen Farm Dr.Lakeville, MN 5504401.25.2024SMM10330 199TH. ST. WLAKEVILLE, MN 55044 1/4" = 1'-0" 1Lower Level Structural NOT AN OFFICAL STRUCTURAL PLAN. ALL BEAMS, HEADERS, AND GIRDER TRUSSES SHOWN MUST BE SPECIFIED AND DETERMINED BY A LICENSED STRUCTURAL ENGINEER. REFER TO STRUCTURAL DOCUMENTS PROVIDED BY ENGINEER FOR FINAL LOCATIONS, SIZES, AND SPECS. ROOF/FLOOR GIRDER TRUSSES SHOWN ARE ASSUMED LOCATIONS. NOT ALL NECESSARY GIRDERS MAY BE SHOWN. TRUSS MANUFACTURER TO DETERMINE FINAL LOCATIONS OF GIRDER TRUSSES. SIZE BEAMS/HEADERS TO ALLOW FOR HVAC RUNS THROUGHOUT ENTIRETY OF HOME. GRAYED OUT FRAMED WALLS ARE 2X6 BEARING WALLS UNLESS NOTED FLOOR TRUSSES ARE CALLED OUT AT 19.2” O.C. FLOOR SYSTEM DESIGNER TO VERIFY SPACING AND ADJUST AS ALLOWED BY SPANS CEILING HEIGHT @ 8'-10" UNLESS NOTEDSET WINDOW HEADERS FLUSH INTO FLOOR SYSTEMT.O. WINDOW FRAMES SET @ 96" FROM FLOOR UNLESS NOTED structural notes:REVISION SCHEDULENumberDate Issued by UP TO 4'-11" = 1 TRIMMERS5'-0" AND LARGER = 2 TRIMMERS*** UNLESS NOTED OTHERWISE*** header spans: 3 3 3 BWPs Above BWP Above BWPs Above BWPs Above UP COVERED PATIO PATIO FAMILY ROOM BDRM #4 EXERCISE ROOM MECH. ROOM HALL LAKE BATH WET BAR DRAWN BYDESCRIPTIONPROJECT #PROJECTISSUERE-ISSUEBUILDER18476 KENRICK AVE SUITE 202LAKEVILLE, MN 55044TEL: 952.428.8200EM: Dave@DavidCharlezDesigns.comD 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 Sa 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 2024. Do not replicate with out permission (952)428-8200. David Charlez Design retains rights to all plans and detail shown.3/13/20244:07:06 PM10 Lower Level Lighting PlanHBT - Larson - CD'sLarson - Lake MarionHomes by Tradition16972 Brandtjen Farm Dr.Lakeville, MN 5504401.25.2024SMM10330 199TH. ST. WLAKEVILLE, MN 55044ELECTRICAL PLAN WILL BE PROVIDE BY CONTRACTOR. LIGHTING PLAN notes: 1/4" = 1'-0" 1Lower Level Lighting Plan REVISION SCHEDULENumberDate Issued by UP DN DN DN 2 23 6' - 6"15' - 6"15' - 6"3' - 9"22' - 3"3' - 0"5' - 0"6' - 0"5' - 0"4' - 6"2' - 0" 37' - 6"29' - 0"16' - 0" 82' - 6"6' - 6"13' - 0"13' - 0"5 1/2"5 1/2"10' - 9"1' - 6"7' - 6"1' - 6" 4' - 0"5' - 3"21' - 3"9' - 3"5' - 6"26' - 0"62' - 0"6' - 1 1/2"9' - 10 1/2"4' - 0"20' - 0"5' - 3"5' - 3"3"OUTLINE OF FOUNDATION WALL 3' - 7 3/4"14' - 2 1/2"8' - 7 1/2"5' - 6 1/4"2' - 0"4' - 6"4' - 6"2' - 0"9' - 0"9' - 0"2' - 0"4' - 0" 3' - 6 1/2"1' - 11 1/2" 5' - 6" 37' - 0"8' - 0"32' - 0" 77' - 0"12' - 0" 8' - 0" 2' - 0" 12"6"90" 8' - 0"11' - 0 1/2"9' - 5 1/2"4' - 9"10' - 11 1/2"6' - 3 1/2"16' - 0"20' - 6"22' - 0"16' - 0"3' - 6"3' - 0"3' - 6"6' - 6"62' - 0"9' - 0"12' - 6"4' - 6 1/2"4' - 2"13' - 6"5' - 11 1/2"4' - 9 3/4"10' - 5 3/4"10' - 9" 29 1/2"2' - 0" 5' - 6 1/4"5' - 3"21' - 2 3/4"12"12"5 1/2"12"12" 11' - 2 3/4"4' - 6 1/2" 5' - 11 1/2"8' - 3 1/4" 6' - 1 1/4"6' - 1 1/2"4' - 6 1/2"45"48" 24" 47 1/2"102"47 1/2" 13"55 1/2"99"4' - 6 1/4"4 1/2" 4' - 6 1/4"11' - 6"8' - 6 1/2"18' - 4 1/2"2' - 4" 1' - 11 3/4" 6' - 9 1/4" 6' - 11 1/4"7' - 7 1/2"6' - 8"28 1/4"8' - 10 1/4"4' - 10 3/4" 4' - 11 3/4"6' - 0 1/2" 4' - 5 1/2" 2' - 3 1/4" 6' - 6" 24 3/4"49 1/4"5' - 3 1/4"5' - 5 1/2"5' - 3 1/4"24 3/4"5 1/2"5 1/2"SCREEN PATIO GREY BRUSHEDCONCRETE w/SAWCUT PANTRY / OFFICE WD FLR KITCHEN WOOD FLR GREAT ROOM WOOD FLR MUSIC ROOM WOOD FLR GARAGE CONCRETE FLR MUD ROOM TILE FLR W.I.C. TILE FLR PDWR BATH WD FLR FOYER WOOD FLOORHALLWAYWOOD FLRDINING ROOM WOOD FLR 17 14 14 24 24 21 1212 11 11 1111 07 07 21 10 10 06 06 20 20 19 19 16 13 13 23 23 1010 18 15 15 22 05 05 05 05 05 09 08 08 25 x36" 96"SCREEN DR. 109 x36" 86"FULL GLS DR 108x36" 86"FULL GLS DR104x36" 80" 103 102 101 x32" 80" 105 x32" 96" 106x36" 96"OP'NGx36" 96" PKT. DR. 107 x36" 96"OP'NGx216" 108" CASED OP'NG x91" 108"OP'NGx96" 96"OP'NGx36" 96"1124' - 0" 6' - 0"2' - 0"8" x 8" RECLAIMED WD BEAMS8" x 8" RECLAIMED WD BEAMSOPEN TO ABOVE LINE OF CLG HGT CHANGEFRONT PORCHGREY BRUSHEDCONCRETE w/SAWCUT8" BOX VAULT w/CROWN 8" BOX VAULT w/CROWN DWSNK48" RANGE w/HOOD VENTOVEN & MIRCO 48" REF.FULL HGT CAB.U.C. REF.U.C. REF.DRY BARSTAIRCASECPT RUNNERANKLE WALL w/ RAILING RAILING EXPOSED TREAD & RISERS R&S FAN36" VANITYDESK48" DROP ZONE CHALK/MAGNET BOARD ABOVE FUTURE ELEVATORRETRACTABLE PHANTOM SCREEN VAULTED CLG. LINE VAULTED CLG. APEX FIXED SCREENFIXED SCREEN FIXED SCREENx96" 86"1112-PANEL PATIO DR.DROP ZONEBENCH & LOCKERSHVACRAILINGGAS F’PL (TRUE 42”) INSTALLED PER MFG SPEC GAS F’PL (MEZZO 48”) INSTALLED PER MFG SPEC GARAGE WALLS:INSULATE WALLS & CEILINGS5/8" TYPE-X GYP. BD. & FINISH TAPE ON ALL INTERIOR GARAGE WALLS & CEILINGS ROOMS FLOOR OVER GARAGE:-HEAT DUCT & SEWER WRAPPED & FOAMED-HOLD HEAT DUCT & SEWER TIGHT TO SUBFLOOR-18" BLOWN INSULATION (R-49) TYPICAL SLAB CONSTRUCTION:4" CONCRETE SLAB PITCHED TOWARDS OVERHEAD DOORSSAND BED GRANULAR FILL GARAGE FLOOR:SLOPE GARAGE FLOOR TOWARDS OVERHEAD DOORS SLOPE IN SLAB NOT SHOWN IN CROSS SECTIONS.OUTLINE OF UPPER LEVELOUTLINE OF UPPER LEVEL 2x6 WALL 2x6 WALL 2x6 BRG WALL2x6 BRG WALL2x6 WALL2x6 WALL2x6 BRG WALLBARREL VAULTOUTLINE OF 18"x8" SOFFITSD/CO 18'-0" x 8'-0"OVERHEAD GARAGE DOOR 9'-0" x 8'-0" OVERHEAD GARAGE DOOR OUTLINE OF UPPER LEVEL OUTLINE OF UPPER LEVEL OUTLINE OF UPPER LEVELCANT 2' - 0" DECK COMPOSITEDECKINGMAIN LEVELPATIOGREY BRUSHEDCONCRETE w/SAWCUTHORIZONTAL METAL RAILINGHORIZONTAL METAL RAILING2 21 1 21 1 20 1 22 2 19 1 18 3 17 1 17 4 17 2 18 1 19 2 22 2 20 2 17 T&G CEDAR CLG. 184 20 6 1 23 3 21 x21" 96"113x21" 96"113x170" 116"110TUB SNK R.I. (ONLY)11 1/4"11 1/4" 11 1/4"11 1/4"11 1/4"11 1/4"4' - 6 1/4" 10' - 0" 2x6 WALL BUILT-INSBUILT-INS /(SEE 3 A21)/(SEE 3 A23)18"18"18"18"2x4 FURRING WALL (42" H)10”x8” WOOD BEAM 1/4" = 1'-0" 1Main Level DRAWN BYDESCRIPTIONPROJECT #PROJECTISSUERE-ISSUEBUILDER18476 KENRICK AVE SUITE 202LAKEVILLE, MN 55044TEL: 952.428.8200EM: Dave@DavidCharlezDesigns.comD 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 Sa 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 2024. Do not replicate with out permission (952)428-8200. David Charlez Design retains rights to all plans and detail shown.3/13/20244:07:10 PM11 Main LevelHBT - Larson - CD'sLarson - Lake MarionHomes by Tradition16972 Brandtjen Farm Dr.Lakeville, MN 5504401.25.2024SMM10330 199TH. ST. WLAKEVILLE, MN 55044WINDOW NOTE:GENERIC WINDOWS ARE CALLED OUT BY WINDOW FRAME SIZE IN INCHES. EXTERIOR WINDOW COLOR TO BE BLACK PER ELEVATION. WINDOW MANUFACTURER TO SPECIFY CLOSEST MATCHING SIZES & VERIFY EGRESS COMPLIANCE AND PROVIDE WINDOW SCHEDULE WITH ROUGH OPENINGS. WINDOW & DOOR HEADERS TO BE 2)2x10 UNLESS NOTED (PER MFG. SPECS.) STRUCTURAL NOTE:BEAM SIZES & ALL STRUCTURAL CONSIDERATIONS SPECIFIED ON THIS SET OF PLANS MUST BE REVIEWED BY THE FLOOR SYSTEM DESIGNER OR BY A STRUCTURAL ENGINEER AND CONFIRMED TO BE STRUCTURALLY SOUND. BASED ON THAT REVIEW IF THERE ARE ANY CHANGES OR ADDED BEAM SIZES, LOCATION , ETC. THESE CHANGES MUST BE BROUGHT TO THE GENERAL CONTRACTORS ATTENTION: DIMENSIONS ARE FROM FACE OF SHEATHING TO CENTER OF STUD FLOOR TRUSSES ARE CALLED OUT AT 19.2" O.C.FLOOR SYSTEM DESIGNER VERIFY SPACING ANDADJUST AS ALLOWED BY SPANS CEILING HEIGHT @ 10'-1 1/8" UNLESS NOTEDT.O. WINDOW FRAMES SET @ 108" FROM FLOOR UNLESS NOTED MAIN LEVEL NOTES:REVISION SCHEDULENumberDate Issued byCDREV103.13.2024 SMM -Min. 15" clearance to any obstruction from center ofW.C., 24" in front(typ). UP DN DN 2)2x10 CONT. HDRBRG.5 1/2"BRG.5 1/2"2)2x10 HDR2)2x10 HDR2)2x10 HDR2)2x10 HDR2)9-1/2" LSL2)2x10 HDR 2)2x10 HDR w/ 3) TRIMMERS2)2x10 HDR w/ 2) TRIMMERS2)2x10 HDR2)2x10 HDR 2)2x10 HDR 2)9-1/2" LSL 2)2x10 CONT. HDRBRG.5 1/2"BRG.5 1/2"3)11-7/8" LSL3)20" LVL2)2x10 HDR2)2x10 HDR w/ 2)TRIMMERS2)9-1/2" DROPPED LVL SET B.O. B'M @ 109 1/2" FROM M.L.2)9-1/2" DROPPED LSL SET B.O. B'M @ 109 1/2" FROM M.L.2)14" FLUSH LVL3)9-1/2" DROPPED LVL2)9-1/2" DROPPED LSL 3)24" FLUSH LVL3)2x10 DROPPED HDRSTAIRCASE LANDING 3)2x8 FLUSH HDRROOF TRUSSES @ 24" O.C.ROOF TRUSSES @ 24" O.C.PROPOSED GIRDER TRUSS PER MFG. SPEC. (GT9)GREAT ROOM MUSIC ROOM FRONT PORCH FOYER DINING ROOM DECK KITCHEN HALLWAY PDWR BATHW.I.C. PANTRY / OFFICE MUD ROOM GARAGE SCREEN PATIO MAIN LEVELPATIO24" FLOOR TRUSSES @ 19.2" O.C. 24" FLOOR TRUSSES @ 19.2" O.C. 24" FLOOR TRUSSES @ 19.2" O.C.24" FLOOR TRUSSES @ 19.2" O.C.SCISSOR ROOF TRUSSES @ 24" O.C.6' - 3"8"6' - 8"8" 6' - 3"8" x 8" RECLAIMED WD BEAMS8" x 8" RECLAIMED WD BEAMSCROWN MOULDING 6" BOX VAULT 6" BOX VAULT 3' - 0"14' - 6"3' - 0"1' - 6 1/2"17' - 7"2' - 10 1/2"24" FLOOR TRUSSES @ 19.2" O.C. 24" FLOOR TRUSSES @ 19.2" O.C. 2 21 1 21 1 20 1 22 2 19 1 18 3 17 1 17 4 17 2 18 1 19 2 22 2 20 3)2x10 FLUSH HDR2 17 1 23 3 21 BEARING POINT TO REST ON BEAM BELOW BEARING POINT TO REST ON BEAM BELOW BEARING POINT TO REST ON BEAM BELOW BEARING POINT TO REST ON BEAM BELOW 2)18" FLUSH LVLBEARING POINT TO REST ON BEAM BELOW 5-1/2" SPACING:1/2" ROUGH OP'NG3)2x STUDS OR LVL'S1/2" ROUGH OP'NG5-1/2" SPACING:1/2" ROUGH OP'NG3)2x STUDS OR LVL'S1/2" ROUGH OP'NG2x10 JOISTS@ 16" O.C.2x6 BRG WALL2x6 BRG WALL 2x6 BRG WALLBEARING POINT TO REST ON BEAM BELOW 4x4 POST FOR GARAGE STAIRCASE24" FLOOR TRUSSES @ 19.2" O.C.2)9-1/2" DROPPED LSL 2)9-1/2" DROPPED LSL3)2x10 FLUSH HDR3)2x10 DROPPED HDRLUS21033)2x6 STUDS 2)2x6 STUDS FLOOR GIRDER PER MFG SPEC (GT10)3)2x6 STUDS4)2x6 STUDSFLOOR GIRDER PER MFG SPEC.FLOOR GIRDER PER MFG SPEC.5x5 PSL NO PLATES3)2x6 STUDS 5x5 PSL NO PLATES8" HVAC HOLE ALLOWED HERE SEE BEAM CALC FOR DETAILS(VERTICAL OFFSET 9" / lOCATION 11'-3")3)TRIMMERS3)2x6 STUDS3)2x6 STUDS HUCQ410-SDS SEE SHEET A03 AND STRUCT. ENG. DRAWINGSEE SHEET A03 AND STRUCT. ENG. DRAWING2)2x10 DROPPED HDR3)2x6 STUDS2)2x10 HDR 4)2x6 STUDS 2)2x6 STUDSROOF TRUSSES @ 24" O.C. CANT 2' - 0" CROWN MOULDING 10”x8” WOOD BEAM VAULTED CLG.DRAWN BYDESCRIPTIONPROJECT #PROJECTISSUERE-ISSUEBUILDER18476 KENRICK AVE SUITE 202LAKEVILLE, MN 55044TEL: 952.428.8200EM: Dave@DavidCharlezDesigns.comD 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 Sa 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 2024. Do not replicate with out permission (952)428-8200. David Charlez Design retains rights to all plans and detail shown.3/13/20244:07:11 PM12 Main Level StructuralHBT - Larson - CD'sLarson - Lake MarionHomes by Tradition16972 Brandtjen Farm Dr.Lakeville, MN 5504401.25.2024SMM10330 199TH. ST. WLAKEVILLE, MN 55044 1/4" = 1'-0" 1Main Level Structural REVISION SCHEDULENumberDate Issued by NOT AN OFFICAL STRUCTURAL PLAN. ALL BEAMS, HEADERS, AND GIRDER TRUSSES SHOWN MUST BE SPECIFIED AND DETERMINED BY A LICENSED STRUCTURAL ENGINEER. REFER TO STRUCTURAL DOCUMENTS PROVIDED BY ENGINEER FOR FINAL LOCATIONS, SIZES, AND SPECS. ROOF/FLOOR GIRDER TRUSSES SHOWN ARE APPROXIMATE LOCATIONS. NOT ALL NECESSARY GIRDERS MAY BE SHOWN. TRUSS MANUFACTURER TO DETERMINE FINAL LOCATIONS OF GIRDER TRUSSES. SIZE BEAMS/HEADERS TO ALLOW FOR HVAC RUNS THROUGHOUT ENTIRETY OF HOME. GRAYED OUT FRAMED WALLS ARE 2X6 BEARING WALLS UNLESS NOTED FLOOR TRUSSES ARE CALLED OUT AT 19.2” O.C. FLOOR SYSTEM DESIGNER TO VERIFY SPACING AND ADJUST AS ALLOWED BY SPANS CEILING HEIGHT @ 10'-1 1/8" UNLESS NOTEDT.O. WINDOW FRAMES SET @ 108" FROM FLOOR UNLESS NOTED structural notes: UP TO 4'-11" = 1 TRIMMERS5'-0" AND LARGER = 2 TRIMMERS*** UNLESS NOTED OTHERWISE*** header spans: PFH PFHPFH 6 11GB 17GB 10GB 5GB 4GB 6 6 5 3 3 3310 3 3 3 3 7 7 BWP Above BWPs Above BWP Above GREAT ROOM FOYER MUSIC ROOM FRONT PORCH STAIRCASE DINING ROOM DECK HALLWAY PDWR BATH W.I.C. MUD ROOM KITCHEN SCREEN PATIO MAIN LEVELPATIO PANTRY / OFFICE GARAGE DRAWN BYDESCRIPTIONPROJECT #PROJECTISSUERE-ISSUEBUILDER18476 KENRICK AVE SUITE 202LAKEVILLE, MN 55044TEL: 952.428.8200EM: Dave@DavidCharlezDesigns.comD 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 Sa 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 2024. Do not replicate with out permission (952)428-8200. David Charlez Design retains rights to all plans and detail shown.3/13/20244:07:13 PM13 Main Level Lighting PlanHBT - Larson - CD'sLarson - Lake MarionHomes by Tradition16972 Brandtjen Farm Dr.Lakeville, MN 5504401.25.2024SMM10330 199TH. ST. WLAKEVILLE, MN 55044 1/4" = 1'-0" 1Main Level Lighting Plan ELECTRICAL PLAN WILL BE PROVIDE BY CONTRACTOR. LIGHTING PLAN notes:REVISION SCHEDULENumberDate Issued by DN DN 8' - 6 1/2"14' - 2 1/2"10' - 11 1/2"6' - 9 1/2"2' - 6"40' - 6"6' - 6"12' - 6"62' - 0"4"4"7' - 0"7' - 0" 14' - 0"8' - 0"6' - 0"19' - 6"14' - 6" 62' - 0"6' - 0"6' - 0"4' - 0"4' - 0"5' - 3"5' - 3"4' - 9"2' - 9"4' - 3"5' - 9"12' - 0"8' - 0"10' - 6"5' - 6"36' - 0"26' - 0"7' - 0"15' - 6"3' - 9"20' - 10 1/2"4' - 10 1/2" 29' - 6"10' - 0" 22' - 6"39' - 6" 2' - 0" 8' - 0" 24"24"OUTLINE OF DECK BELOWOUTLINE OF SCREEN PATIO BELOWOUTLINE OF GARAGE BELOWOUTLINE OF FRONT PORCH BELOW7' - 2 1/2"4' - 6 1/4" 3' - 1 1/2" 4' - 5 1/2"6' - 9 1/2"12' - 3"4' - 4 1/2"6' - 9 1/4"16' - 9 3/4"6' - 9 1/2"5' - 1"7' - 2"4' - 7 3/4"11' - 8 3/4"8' - 7 1/2"3' - 7" 4' - 5 1/2"4' - 5 1/2"5' - 0"4' - 6 1/4"6' - 11 3/4"11' - 6"12' - 6"6' - 2 1/4" 2' - 7 1/2" 4' - 8 3/4"5' - 11 1/2"6' - 10 3/4"5' - 5 1/2"12' - 8 3/4"8' - 7"4' - 4 1/2"18' - 9 3/4" 4' - 4"4' - 3"1' - 8 1/4"4' - 0"7' - 0 1/2" 2' - 4 1/2" 2' - 7 1/2"4' - 0" 7' - 6"1' - 10 3/4"6' - 4 1/2"18' - 8 3/4" 45 3/4" 4' - 7 1/2"8' - 3" 4' - 7 1/2"8' - 3"54 1/4"4 1/2" 54 1/4" 13" 13" x30" 80"PKT. DR. 202x30" 80"203x36" 80" 204 x30" 80" 201x30" 80"208x36" 80" 209 x32" 80"206x32" 80" 205 x30" 80" 210 x30" 80"PKT. DR. 211 x30" 80" 212 x32" 80" 207 3' - 8" 30"x80" FRAMELESS GLS DR.GLASS PANEL36 34 36 37 37 37 38 38 39 4040 27 27 2727 29 30 31 31 32 33 33 35 2x6 WALL2x6 WALL2x6 PLMB WALL 2x6 WALL 2x6 WALL 2x6 WALL 2x6 PLMB WALL PRIMARY SUITE CPT FLR BATH #2 TILE FLR WIC #2 CPT FLR BDRM #2 CPT FLR PRIMARY WIC CPT FLR PRIMARY BATH TILE FLR BDRM #3 CPT FLR BATH #3 TILE FLR WIC #3 CPT FLR LOFT CPT FLR BONUS RM CPT FLR L'DRY TILE FLR OPEN TO BELOWSTAIRCASECPT RUNNERVAULTED CLG. CEILING VAULT APEXOUTLINE OF FUTURE ELEVATORHALLWAYCPT FLR36"x80" SHTRCK OP'NGFAN36" VANITY36"x48"TILE WALLS / FBGLS BASESHOWERFAN36" VANITY R&SR&S HANGING RODUPPER CABINETS TOP LOAD W/D w/FLOOF DRAIN LINENSNKRAILING ANKLE WALL w/ RAILING RAILINGCUSTOM SHELVINGFAN30" LINEN CAB.119" VANITYBENCHCUSTOM TILE SHWR36"x66" FREE-STANDING TUB SDSD/COSDSDSD/COSD/COLINE OF CLG. HGT. CHANGE2x6 WALL2x6 WALLRAILINGTV LOCATION TV LOCATION ATTICACCESS FUTURE ELEVATOR 2 21 1 21 1 20 1 22 2 19 1 18 3 17 1 17 4 17 2 18 1 19 2 22 2 20 2 17 1 23 3 21 41 41 6' - 3"6' - 3"2x6 WALL 2x6 WALL30"18"CPTWD36"x48"TILE WALLS / FBGLS BASESHOWER 1/4" = 1'-0" 1Upper Level DRAWN BYDESCRIPTIONPROJECT #PROJECTISSUERE-ISSUEBUILDER18476 KENRICK AVE SUITE 202LAKEVILLE, MN 55044TEL: 952.428.8200EM: Dave@DavidCharlezDesigns.comD 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 Sa 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 2024. Do not replicate with out permission (952)428-8200. David Charlez Design retains rights to all plans and detail shown.3/13/20244:07:15 PM14 Upper LevelHBT - Larson - CD'sLarson - Lake MarionHomes by Tradition16972 Brandtjen Farm Dr.Lakeville, MN 5504401.25.2024SMM10330 199TH. ST. WLAKEVILLE, MN 55044WINDOW NOTE:GENERIC WINDOWS ARE CALLED OUT BY WINDOW FRAME SIZE IN INCHES. EXTERIOR WINDOW COLOR TO BE BLACK PER ELEVATION. WINDOW MANUFACTURER TO SPECIFY CLOSEST MATCHING SIZES & VERIFY EGRESS COMPLIANCE AND PROVIDE WINDOW SCHEDULE WITH ROUGH OPENINGS. WINDOW & DOOR HEADERS TO BE 2)2x10 UNLESS NOTED (PER MFG. SPECS.) STRUCTURAL NOTE:BEAM SIZES & ALL STRUCTURAL CONSIDERATIONS SPECIFIED ON THIS SET OF PLANS MUST BE REVIEWED BY THE FLOOR SYSTEM DESIGNER OR BY A STRUCTURAL ENGINEER AND CONFIRMED TO BE STRUCTURALLY SOUND. BASED ON THAT REVIEW IF THERE ARE ANY CHANGES OR ADDED BEAM SIZES, LOCATION , ETC. THESE CHANGES MUST BE BROUGHT TO THE GENERAL CONTRACTORS ATTENTION:REVISION SCHEDULENumberDate Issued byCDREV103.13.2024 SMM DIMENSIONS ARE FROM FACE OF SHEATHING TO CENTER OF STUD ROOF TRUSSES ARE CALLED OUT @ 24” O.C.ROOF SYSTEM DESIGNER TO VERIFY SPACING AND ADJUST AS ALLOWED BY SPANS TRUSS MANUFACTURER TO VERIFY ALL ENERGY HEELS SHOWN TO ENSURE FINAL EAVE FRAMING DOES NOT CONFLICT WITH FINISHED EXTERIOR WINDOW TRIM AS SHOWN ON ELEVATIONS. CEILING HEIGHT @ 8'-1 1/8" UNLESS NOTEDT.O. WINDOW FRAMES SET @ 84" FROM FLOOR UNLESS NOTED upper LEVEL NOTES: -Min. 15" clearance to any obstruction from center ofW.C., 24" in front(typ). FAN Temper if within 60" of tub floor DN DN BRG.4"BRG.4"ROOF TRUSSES @ 24" O.C.2)2x10 HDRPROPOSED GIRDER TRUSS PER MFG. SPEC. (GT4) ATTICACCESS ROOF TRUSSES @ 24" O.C. ROOF TRUSSES @ 24" O.C.ROOF TRUSSES @ 24" O.C.ROOF TRUSSES @ 24" O.C.ROOF TRUSSES @ 24" O.C.ROOF TRUSSES @ 24" O.C.SEE SHEET A03 AND STRUCT. ENG. DRAWING2)9-1/2" LSL3)2x10 HDR2)2x10 HDR2)9-1/2" LSL 2)2x10 HDR 2)2x10 HDR 2)2x10 HDR 2)9-1/2" LSLPROPOSED GIRDER TRUSS PER MFG. SPEC.(GT2)PROPOSED GIRDER TRUSS PER MFG. SPEC. (GT8)PROPOSED GIRDER TRUSS PER MFG. SPEC. (GT7) PROPOSED GIRDER TRUSS PER MFG. SPEC. (GT1) PRIMARY SUITE PRIMARY BATH BDRM #3 PRIMARY WIC BATH #3 WIC #3 LOFT BONUS RM L'DRY HALLWAY OPEN TO BELOWWIC #2 BATH #2BDRM #2SCISSOR ROOF TRUSSES @ 24" O.C.2 21 1 21 1 20 1 22 2 19 1 18 3 17 1 17 4 17 2 18 1 19 2 22 2 20 2 17 PROPOSED GIRDER TRUSS PER MFG. SPEC.(GT6)ROOF TRUSSES @ 24" O.C.PROPOSED GIRDER TRUSS PER MFG. SPEC.(GT5)PROPOSED GIRDER TRUSS PER MFG. SPEC. (GT3)ROOF TRUSSES @ 24" O.C. 1 23 3 21 BEARING POINT TO REST ON BEAM BELOW BEARING POINT TO REST ON BEAM BELOW 4" SPACING:1/2" ROUGH OP'NG2)2x STUDS OR LVL'S1/2" ROUGH OP'NG3)2x6 STUDS 2)2x6 STUDS 3)2x6 STUDS4)2x6 STUDS2)2x6 STUDS 4)2x6 STUDS 3)2x6 STUDS 3)TRIMMERS SEE SHEET A03 AND STRUCT. ENG. DRAWINGSEE SHEET A03 AND STRUCT. ENG. DRAWING2)2x6 STUDS 2)2x6 STUDS DRAWN BYDESCRIPTIONPROJECT #PROJECTISSUERE-ISSUEBUILDER18476 KENRICK AVE SUITE 202LAKEVILLE, MN 55044TEL: 952.428.8200EM: Dave@DavidCharlezDesigns.comD 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 Sa 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 2024. Do not replicate with out permission (952)428-8200. David Charlez Design retains rights to all plans and detail shown.3/13/20244:07:17 PM15 Upper Level StructuralHBT - Larson - CD'sLarson - Lake MarionHomes by Tradition16972 Brandtjen Farm Dr.Lakeville, MN 5504401.25.2024SMM10330 199TH. ST. WLAKEVILLE, MN 55044 1/4" = 1'-0" 1Upper Level Structural NOT AN OFFICAL STRUCTURAL PLAN. ALL BEAMS, HEADERS, AND GIRDER TRUSSES SHOWN MUST BE SPECIFIED AND DETERMINED BY A LICENSED STRUCTURAL ENGINEER. REFER TO STRUCTURAL DOCUMENTS PROVIDED BY ENGINEER FOR FINAL LOCATIONS, SIZES, AND SPECS. ROOF/FLOOR GIRDER TRUSSES SHOWN ARE APPROXIMATE LOCATIONS. NOT ALL NECESSARY GIRDERS MAY BE SHOWN. TRUSS MANUFACTURER TO DETERMINE FINAL LOCATIONS OF GIRDER TRUSSES. SIZE BEAMS/HEADERS TO ALLOW FOR HVAC RUNS THROUGHOUT ENTIRETY OF HOME. GRAYED OUT FRAMED WALLS ARE 2X6 BEARING WALLS UNLESS NOTED ROOF TRUSSES ARE CALLED OUT @ 24” O.C.ROOF SYSTEM DESIGNER TO VERIFY SPACING AND ADJUST AS ALLOWED BY SPANS TRUSS MANUFACTURER TO VERIFY ALL ENERGY HEELS SHOWN TO ENSURE FINAL EAVE FRAMING DOES NOT CONFLICT WITH FINISHED EXTERIOR WINDOW TRIM AS SHOWN ON ELEVATIONS. CEILING HEIGHT @ 8'-1 1/8" UNLESS NOTEDT.O. WINDOW FRAMES SET @ 84" FROM FLOOR UNLESS NOTED structural notes:REVISION SCHEDULENumberDate Issued by UP TO 4'-11" = 1 TRIMMERS5'-0" AND LARGER = 2 TRIMMERS*** UNLESS NOTED OTHERWISE*** header spans: 33 3 3 33 3 3 3 3 3 3 3 3 336GB Verify loads with girder truss specs, may require removal of top plates at bearing due to crushing. DN DN PRIMARY SUITE PRIMARY BATH BDRM #3 PRIMARY WIC WIC #2 BATH #2BDRM #2 OPEN TO BELOW HALLWAY STAIRCASE L'DRY WIC #3 BATH #3 LOFT BONUS RM DRAWN BYDESCRIPTIONPROJECT #PROJECTISSUERE-ISSUEBUILDER18476 KENRICK AVE SUITE 202LAKEVILLE, MN 55044TEL: 952.428.8200EM: Dave@DavidCharlezDesigns.comD 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 Sa 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 2024. Do not replicate with out permission (952)428-8200. David Charlez Design retains rights to all plans and detail shown.3/13/20244:07:18 PM16 Upper Level Lighting PlanHBT - Larson - CD'sLarson - Lake MarionHomes by Tradition16972 Brandtjen Farm Dr.Lakeville, MN 5504401.25.2024SMM10330 199TH. ST. WLAKEVILLE, MN 55044 1/4" = 1'-0" 1Upper Level Lighting Plan ELECTRICAL PLAN WILL BE PROVIDE BY CONTRACTOR. LIGHTING PLAN notes:REVISION SCHEDULENumberDate Issued by First Floor1008.4 Top of Foundation1007.5 First Floor Clg.1018.5 Garage Floor1005.0 T.O. Garage Foundation1005.5 5' - 0"3' - 0"T.O.F. To B.O. Roof Trusses10' - 1 1/8"T.O.F. To T.O. Window Frame7' - 6"T.O.F. To T.O. Window Frame7' - 6"T.O.F. To T.O. Window FRame22' - 0 1/8"Ov'Hg 24" Ov'Hg 24" 13' - 0"13' - 0" 14" 12" GARAGE GARAGE WALLS:INSULATE WALLS & CEILINGS5/8" TYPE-X GYP. BD. & FINISH TAPE ON ALL INTERIOR GARAGE WALLS & CEILINGS TYPICAL SLAB CONSTRUCTION:4" CONCRETE SLAB PITCHED TOWARDS OVERHEAD DOORSSAND BED GRANULAR FILL GARAGE FLOOR:SLOPE GARAGE FLOOR TOWARDS OVERHEAD DOORS SLOPE IN SLAB NOT SHOWN IN CROSS SECTIONS. ROOF TRUSSESPER MFG. SPEC. GRADE MUST BE MINIMUM OF 6" BELOW TOP OF FOUNDATION WALL B.O. FOOTING @ MIN.42" BELOW GRADEE.H.28 5/16"LINE OF T.O. GARAGE FND F11aF11 PIN SLAB TO FND WALL First Floor1008.4 Second Floor1020.5 Basement997.8T.O. Footing997.5 B.O. Footing996.8 Top of Foundation1007.5 First Floor Clg.1018.5 Garage Floor1005.0 T.O. Garage Foundation1005.5 Bonus Rm1017.7 Bonus Rm Clg1025.8 6' - 7 13/16"6' - 7 13/16"9 1 / 4 "9 1/4"7' - 0"7' - 0"7' - 11 1/2" 2' - 0 1/2"5' - 0"10' - 0" Ov'Hg 24" 14" 12" 14" 12"5' - 0"2' - 0"8' - 1 1/8"E.H.28 5/16"T.O.F. To B.O. Roof Trusses10' - 1 1/8"E.H.7 13/16"20 7/8"17 5/16"10' - 1 1/8"2' - 0 3/4"8' - 1 1/8"GARAGE WALLS:INSULATE WALLS & CEILINGS5/8" TYPE-X GYP. BD. & FINISH TAPE ON ALL INTERIOR GARAGE WALLS & CEILINGS ROOMS FLOOR OVER UNCONDITIONED SPACE:-HEAT DUCT & SEWER WRAPPED & FOAMED-HOLD HEAT DUCT & SEWER TIGHT TO SUBFLOOR-18" BLOWN INSULATION (R-49) TYPICAL SLAB CONSTRUCTION:4" CONCRETE SLAB PITCHED TOWARDS OVERHEAD DOORSSAND BED GRANULAR FILL GARAGE FLOOR:SLOPE GARAGE FLOOR TOWARDS OVERHEAD DOORS SLOPE IN SLAB NOT SHOWN IN CROSS SECTIONS. GIRDER TRUSS PER MFG SPEC ROOF TRUSSESPER MFG. SPEC. GRADE MUST BE MINIMUM OF 6" BELOW TOP OF FOUNDATION WALL B.O. FOOTING @ MIN.42" BELOW GRADE PIN SLAB TO FND WALL BEAM FLUSH PER MFG SPEC BEAM FLUSH PER MFG SPEC ALLOW FOR HVAC BONUS RM GARAGE E.H. From Sublfloor31"2x 1 0 T . C .12"24 3/4"8' - 1 1/8"2' - 0 3/4"10' - 1 1/8"E.H.9 13/16"Ov'Hg 24" 4" 12"1' - 8 3/4"9' - 0"9' - 1 1/8"BEAM FLUSH PER MFG SPEC F12 F49' - 0"First Floor1008.4 Second Floor1020.5 Roof1028.6 Top of Foundation1007.5 First Floor Clg.1018.5 Garage Floor1005.0 T.O. Garage Foundation1005.5 Bonus Rm1017.7 Bonus Rm Clg1025.8 5' - 0"5' - 0"F11aF126' - 7 13/16"20 7/8"17 5/16"E.H.7 13/16"9 1/4"8' - 1 1/8"E.H.28 5/16"Ov'Hg 21" Ov'Hg 24" Ov'HG 12" 14" 12" 14" 12" 14" 12" 8' - 6 1/2"6' - 11 1/2"7' - 0"10' - 0"5' - 0" LINE OF T.O. GARAGE FND2' - 0"8' - 1 1/8"2' - 0 3/4"8' - 1 1/8"BONUS RM GARAGE GARAGE WALLS:INSULATE WALLS & CEILINGS5/8" TYPE-X GYP. BD. & FINISH TAPE ON ALL INTERIOR GARAGE WALLS & CEILINGS ROOMS FLOOR OVER UNCONDITIONED SPACE:-HEAT DUCT & SEWER WRAPPED & FOAMED-HOLD HEAT DUCT & SEWER TIGHT TO SUBFLOOR-18" BLOWN INSULATION (R-49) TYPICAL SLAB CONSTRUCTION:4" CONCRETE SLAB PITCHED TOWARDS OVERHEAD DOORSSAND BED GRANULAR FILL GARAGE FLOOR:SLOPE GARAGE FLOOR TOWARDS OVERHEAD DOORS SLOPE IN SLAB NOT SHOWN IN CROSS SECTIONS. BEAM FLUSH PER MFG SPEC GIRDER TRUSS PER MFG SPEC GIRDER TRUSS PER MFG SPECROOF TRUSSESPER MFG. SPEC. GRADE MUST BE MINIMUM OF 6" BELOW TOP OF FOUNDATION WALL B.O. FOOTING @ MIN.42" BELOW GRADE ROOF TRUSSESPER MFG. SPEC. 2x 1 0 T . C .T.O.F. To B.O. Roof Trusses10' - 1 1/8"T.O.F. To T.O. Window Frame7' - 6"3/4" SUBFLOOR24" FLOOR TRUSSES @ 19.2" O.C. PIN SLAB TO FND WALLPIN SLAB TO FND WALL BEAM FLUSH PER MFG SPEC ALLOW FOR HVAC First Floor1008.4 Second Floor1020.5 Roof1028.6 Top of Foundation1007.5 First Floor Clg.1018.5 Garage Floor1005.0 T.O. Garage Foundation1005.5 Bonus Rm1017.7 Bonus Rm Clg1025.8 F11 F11a3' - 0"5' - 0"6 Risers3' - 4 1/4"6 11/16"10"12"12"24"8' - 1 1/8"2' - 0 3/4"2' - 10 1/4"10' - 1 1/8"E.H.9 13/16"4' - 2"4' - 0"8' - 1 1/8"2' - 0 3/4"8' - 1 1/8"2' - 0"E.H.11 5/16"0"9 1/2"2' - 10 1/4"5' - 2 7/8"GARAGE LOFT BONUS RM Ov'Hg 24" Ov'Hg 6" Ov'Hg 24" Ov'Hg 18" Ov'Hg 24" 13' - 0"11' - 0"2' - 0" 4" 12" 4" 12" 14" 12" 14" 12" 14" 12" 20" 12" LINE OF T.O. GARAGE FND GARAGE WALLS:INSULATE WALLS & CEILINGS5/8" TYPE-X GYP. BD. & FINISH TAPE ON ALL INTERIOR GARAGE WALLS & CEILINGS ROOMS FLOOR OVER UNCONDITIONED SPACE: -HEAT DUCT & SEWER WRAPPED & FOAMED-HOLD HEAT DUCT & SEWER TIGHT TO SUBFLOOR-18" BLOWN INSULATION (R-49) TYPICAL SLAB CONSTRUCTION: 4" CONCRETE SLAB PITCHED TOWARDS OVERHEAD DOORSSAND BED GRANULAR FILL GARAGE FLOOR:SLOPE GARAGE FLOOR TOWARDS OVERHEAD DOORS SLOPE IN SLAB NOT SHOWN IN CROSS SECTIONS. GIRDER TRUSS PER MFG SPEC ROOF TRUSSESPER MFG. SPEC. GRADE MUST BE MINIMUM OF 6" BELOW TOP OF FOUNDATION WALL B.O. FOOTING @ MIN.42" BELOW GRADE ROOF TRUSSESPER MFG. SPEC. 3/4" SUBFLOOR24" FLOOR TRUSSES @ 19.2" O.C. 3/4" SUBFLOOR24" FLOOR TRUSSES @ 19.2" O.C.2' - 10 1/4"PIN SLAB TO FND WALL2' - 10 1/4"9' - 3 5/8"E.H.23 11/16"DRAWN BYDESCRIPTIONPROJECT #PROJECTISSUERE-ISSUEBUILDER18476 KENRICK AVE SUITE 202LAKEVILLE, MN 55044TEL: 952.428.8200EM: Dave@DavidCharlezDesigns.comD 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 Sa 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 2024. Do not replicate with out permission (952)428-8200. David Charlez Design retains rights to all plans and detail shown.3/13/20244:07:24 PM17 Cross SectionsHBT - Larson - CD'sLarson - Lake MarionHomes by Tradition16972 Brandtjen Farm Dr.Lakeville, MN 5504401.25.2024SMM10330 199TH. ST. WLAKEVILLE, MN 55044REVISION SCHEDULENumberDate Issued by 1/4" = 1'-0" 1Cross Section - Garage I 1/4" = 1'-0" 2Cross Section - Garage II 1/4" = 1'-0" 3Cross Section - Garage/Bonus Rm 1/4" = 1'-0" 4 Cross Section - Garage/Loft First Floor1008.4 Second Floor1020.5 Roof1028.6 Basement997.8 T.O. Footing997.5 B.O. Footing996.8 Top of Foundation1007.5 First Floor Clg.1018.5 Basement Clg.1006.6 Roof Peak1039.7 Garage Floor1005.0 T.O. Garage Foundation1005.5 Bonus Rm1017.7 Bonus Rm Clg1025.8 5' - 0"F12 F4 F7 F159' - 0"3' - 0"5' - 10 1/2"2' - 0"8' - 1 1/8"E.H28 5/16"Ov'Hg 24" Ov'Hg 24" Ov'Hg 24" Ov'Hg 12" 15' - 0"7' - 0"7' - 0"10' - 0 1/2"21' - 11 1/2"16' - 0"12' - 0" 14" 12"4" 12" 4 1/2" 12" 14" 12" 14" 12" 14" 12"T.O.F. To B.O. Roof Trusses10' - 1 1/8"8' - 1 1/8"2' - 0 3/4"10' - 1 1/8"1' - 8 3/4"9' - 0"8' - 1 1/8"2' - 0 3/4"10' - 1 1/8"1' - 8 3/4"8' - 10"E.H.11 13/16"2' - 0 3/4"8' - 1 1/8"6' - 7 13/16"E.H.7 13/16"20 7/8"17 5/16"9 1 / 4 "5 Risers2' - 10 1/4"3' - 8" 11"6 7/8"9 1/2"12"6"3' - 0" Box Vault 14' - 6"3' - 0"Opening96"GARAGE BONUS RM LOFTHALLWAY BDRM #3 KITCHENHALLWAYMUD ROOM MECH. ROOM EXERCISE ROOM BDRM #4 MECH. RM FLOOR 2" BELOW L.L. DECK GARAGE WALLS:INSULATE WALLS & CEILINGS5/8" TYPE-X GYP. BD. & FINISH TAPE ON ALL INTERIOR GARAGE WALLS & CEILINGS ROOMS FLOOR OVER UNCONDITIONED SPACE:-HEAT DUCT & SEWER WRAPPED & FOAMED-HOLD HEAT DUCT & SEWER TIGHT TO SUBFLOOR-18" BLOWN INSULATION (R-49) TYPICAL SLAB CONSTRUCTION:4" CONCRETE SLAB PITCHED TOWARDS OVERHEAD DOORSSAND BED GRANULAR FILL GARAGE FLOOR:SLOPE GARAGE FLOOR TOWARDS OVERHEAD DOORS SLOPE IN SLAB NOT SHOWN IN CROSS SECTIONS. GIRDER TRUSS PER MFG SPEC ROOF TRUSSESPER MFG. SPEC. GRADE MUST BE MINIMUM OF 6" BELOW TOP OF FOUNDATION WALL B.O. FOOTING @ MIN.42" BELOW GRADE PIN SLAB TO FND WALL GIRDER TRUSS PER MFG SPEC GIRDER TRUSS PER MFG SPEC BEAM FLUSH PER MFG SPEC BEAM FLUSH PER MFG SPEC ROOF TRUSSESPER MFG. SPEC. 3/4" SUBFLOOR24" FLOOR TRUSSES @ 19.2" O.C. 3/4" SUBFLOOR24" FLOOR TRUSSES @ 19.2" O.C. 3/4" SUBFLOOR20" FLOOR TRUSSES @ 19.2" O.C.3/4" SUBFLOOR20" FLOOR TRUSSES @ 19.2" O.C. CROWN MOULDING2x10 T.C.COMPOSITE DECKING2x12 TRD. JOISTS @ 16" O.C.UNDER DECKING SYSTEM(RAINSCAPE OR SIMILAR)LP PANELS GRADE MUST BE MINIMUM OF 6" BELOW TOP OF FOUNDATION WALL B.O. FOOTING @ MIN.42" BELOW GRADE CANTILEVERED FLOOR TRUSS TYPICAL SLAB CONSTRUCTION:4" CONCRETE SLAB OVERPOLY/VAPOR BARRIER OVER3/4" CLEAR ROCK First Floor1008.4 Basement997.8T.O. Footing997.5B.O. Footing996.8 Top of Foundation1007.5 First Floor Clg.1018.5 3' - 0"Ov'Hg 24" Ov'Hg 24" 8' - 0"8' - 0"22' - 0"24"14" 12"9' - 5 1/2"6' - 5 1/2"3' - 0"36"9' - 8 1/8"18 5/8"11' - 2 3/4"E.H.30 7/16"Porch Floor To T.O. Window Frame16' - 8 7/8"Vaulted Clg Apex19' - 11 3/4"Screen Opening9' - 8 1/8"1"SCREEN PATIODECK COVERED PATIO GREY BRUSHED CONCRETE w/ SAW CUTT&G CEDAR CEILING COMPOSITE DECKING2x12 TRD. JOISTS @ 16" O.C.UNDER DECKING SYSTEM(RAINSCAPE OR SIMILAR)LP PANELS 12' - 0"F13 F10 PARALLEL CHORD ROOF TRUSSESPER MFG. SPEC. BEAM DROPPED PER MFG SPEC BEAM DROPPED PER MFG SPEC GRADE MUST BE MINIMUM OF 6" BELOW TOP OF FOUNDATION WALL B.O. FOOTING @ MIN.42" BELOW GRADE TYPICAL SLAB CONSTRUCTION:6" CONCRETE SLAB OVER POLY/VAPOR BARRIER OVER3/4" CLEAR ROCK 8"10"WOOD BEAM First Floor1008.4 First Floor Clg.1018.5 14" 12" Overhang 24"11' - 1 3/4"1"1' - 5 7/8"9' - 8 7/8"Fin 11 1/4" Frmg 8 3/4"Energy Heel30 7/16"F10 COLUMN CONSTRUCTION:5/4" x 8" TOP & BOTTOM COLLAR4/4" x 12" COMPOSITE WRAP1/2" TRD. PLYWOOD2X4 FRAMED BOX6X6 TRD. STRUCTURAL POST PARALLEL CHORD ROOF TRUSSESPER MFG. SPEC. BEAM DROPPEDPER MFG. SPEC.24"3' - 0"9 1/4"12 5/8"Framing 8 3/4" Finished 11 1/4"Framing8 3/4"Finished11 1/4"5/4" x 8" Collar Trim 13 1/4"5/4" x 8" Collar Trim13 1/4"COLUMN CONSTRUCTION:5/4" x 8" TOP & BOTTOM COLLAR4/4" x 12" COMPOSITE WRAP1/2" TRD. PLYWOOD2X4 FRAMED BOX6X6 TRD. STRUCTURAL POST 6x6 STRUCT. POST 3 18 First Floor1008.4 Two-Tiered Trim Bd.17 1/4"7 1/4"11 1/4"3"x5" GUTTER 2x12 TRD. DECK JOISTS @ 16" O.C. 2x FURRING TO CONCEAL GUTTER 4'x8' LP PANELS 11 1/4"5 1/2"BLOCKING 1"COMPOSITE DECKING DRAWN BYDESCRIPTIONPROJECT #PROJECTISSUERE-ISSUEBUILDER18476 KENRICK AVE SUITE 202LAKEVILLE, MN 55044TEL: 952.428.8200EM: Dave@DavidCharlezDesigns.comD 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 Sa 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 2024. Do not replicate with out permission (952)428-8200. David Charlez Design retains rights to all plans and detail shown.3/13/20244:07:33 PM18 Cross SectionsHBT - Larson - CD'sLarson - Lake MarionHomes by Tradition16972 Brandtjen Farm Dr.Lakeville, MN 5504401.25.2024SMM10330 199TH. ST. WLAKEVILLE, MN 55044REVISION SCHEDULENumberDate Issued byCDREV103.13.2024 SMM 1/4" = 1'-0" 1Cross Section - Garage/Kitchen 1/4" = 1'-0" 2Cross Section - Screen Patio/Deck 1/2" = 1'-0" 3 Cross Section - Screen Porch Column 1 1/2" = 1'-0" 4 Detail - Screen Porch Column 1 1/2" = 1'-0" 5 Detail - Deck/Covered Patio First Floor1008.4 Second Floor1020.5 Roof1028.6 Basement997.8 T.O. Footing997.5 B.O. Footing996.8 Top of Foundation1007.5 First Floor Clg.1018.5 Basement Clg.1006.6 Roof Peak1039.7 9' - 0"F8Vaulted Ceiling Apex12' - 9 7/16"8' - 1 1/8"2' - 0 3/4"10' - 1 1/8"1' - 8 3/4"8' - 10"E.H.14 1/2"8' - 1 1/8"2' - 0 3/4"10' - 1 1/8"1' - 8 3/4"8' - 10"1' - 6 1/2"17' - 7"2' - 10 1/2" CROWN MOULDING Ov'Hg 12" 2' - 6"8' - 6 1/2"8' - 6 1/2"29' - 11" Ov'Hg 12" Ov'Hg 30" 14" 12" 14" 12" ROOF TRUSSESPER MFG. SPEC. 3/4" SUBFLOOR24" FLOOR TRUSSES @ 19.2" O.C. 3/4" SUBFLOOR20" FLOOR TRUSSES @ 19.2" O.C. GIRDER TRUSS PER MFG SPEC 3/4" SUBFLOOR20" FLOOR TRUSSES @ 19.2" O.C. 8" x 8" RECLAIMED WD BEAMS GIRDER TRUSS PER MFG SPEC SCISSOR ROOF TRUSSESPER MFG. SPEC. 7" 12" PRIMARY SUITE PRIMARY BATHPRIMARY WICBDRM #3 PANTRY / OFFICEKITCHENGREAT ROOM FAMILY ROOM EXERCISE ROOM TYPICAL SLAB CONSTRUCTION:4" CONCRETE SLAB OVERPOLY/VAPOR BARRIER OVER3/4" CLEAR ROCK F510' - 0"10 1/4"6"First Floor1008.4 Second Floor1020.5 Roof1028.6 Basement997.8 T.O. Footing997.5 B.O. Footing996.8 Top of Foundation1007.5 First Floor Clg.1018.5 Basement Clg.1006.6 Roof Peak1039.7 9' - 0"F4 Frmg 11 1/2"1"11' - 2 3/4"Vaulted Ceiling Apex19' - 11 3/4"RECESSED ROLLER FOR 5" ROLLER(8x11.5) BEAM DROPPED PER MFG SPEC Ov'Hg 12" Ov'Hg 24" 5' - 6"10' - 0"6' - 0" 5" 12" 14" 12"8' - 1 1/8"2' - 0 3/4"10' - 1 1/8"1' - 8 3/4"8' - 10"Energy Heel61 13/16"EXERCISE ROOM PANTRY / OFFICE BATH #3 SCREEN PATIO MAIN LEVELPATIO GREY BRUSHED CONCRETE w/ SAW CUTT&G PINE CEILING GREY BRUSHED CONCRETE w/ SAW CUT NOTE:PROPOSED RETAINING WALL, VERIFY LOCATION AND DESIGN WITH LANDSCAPE DESIGNER AND SURVEYING ENGINEER GRADE MUST BE MINIMUM OF 6" BELOW TOP OF FOUNDATION WALL B.O. FOOTING @ MIN.42" BELOW GRADE TYPICAL SLAB CONSTRUCTION:6" CONCRETE SLAB OVER POLY/VAPOR BARRIER OVER3/4" CLEAR ROCK 8' - 1 1/8"2' - 0 3/4"10' - 1 1/8"1' - 8 3/4"9' - 0"E.H.10 13/16"15 1/2"12"FUTURE ELEVATOR SHAFT 4" 12" BEAM FLUSH PER MFG SPEC BEAM FLUSH PER MFG SPEC BEAM FLUSH PER MFG SPEC MECH. ROOM MUD ROOM LOFT WIC #3 GARAGE MECH. RM FLOOR 2" BELOW L.L.9' - 0"F4 F14 F14 2x10 JOISTS @ 16" O.C. 2x4 SOFFIT 2x10 JOISTS @ 16" O.C. 2x4 SOFFIT FLOOR GIRDER TRUSS TYPICAL SLAB CONSTRUCTION:4" CONCRETE SLAB OVERPOLY/VAPOR BARRIER OVER3/4" CLEAR ROCK 14" 12"12' - 0"3' - 4 1/4"22 1/4"PARALLEL CHORD ROOF TRUSSESPER MFG. SPEC. ROOF TRUSSESPER MFG. SPEC. ROOF TRUSSESPER MFG. SPEC.24 3/4"9 1/2"2' - 10 1/4"7' - 2 7/8"2' - 10 1/4"5' - 2 7/8"8' - 1 1/8"1' - 0"3/4" SUBFLOOR24" FLOOR TRUSSES @ 19.2" O.C. 3/4" SUBFLOOR20" FLOOR TRUSSES @ 19.2" O.C. 3/4" SUBFLOOR24" FLOOR TRUSSES @ 19.2" O.C. F16 2x6 WALL TIMBERSTRAND STUDS Opening To Vary By Door Size Finish6 1/2"Framing5 1/2"1 1/2"Dr. Opng.2 1/2"Door to Vary by Plan CUSTOM BRACKET SIDE VIEW FRONT VIEW 5 1/2"42"5 1/2" 21"42"4"17" 2 1/2"1 1/2"2 1/2"1" 4 1/2"4"32 1/2"5 1/2"3"2 1/2"1 1/2"2 1/2"1 1/2"5 1/2"5 1/2"48" RADIUS 2 1/2"1 1/2"32 1/2"2 1/2" 3" 1"1" 3 1/2" 3 1/2" 7 1/4"7 1/4"7 1/4"4 1/4"3"7 1/4"SIDE VIEW:FRONT VIEW: CUSTOM CORBEL 3"3"4 1 / 4 "DRAWN BYDESCRIPTIONPROJECT #PROJECTISSUERE-ISSUEBUILDER18476 KENRICK AVE SUITE 202LAKEVILLE, MN 55044TEL: 952.428.8200EM: Dave@DavidCharlezDesigns.comD 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 Sa 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 2024. Do not replicate with out permission (952)428-8200. David Charlez Design retains rights to all plans and detail shown.3/13/20244:07:41 PM19 Cross SectionsHBT - Larson - CD'sLarson - Lake MarionHomes by Tradition16972 Brandtjen Farm Dr.Lakeville, MN 5504401.25.2024SMM10330 199TH. ST. WLAKEVILLE, MN 55044REVISION SCHEDULENumberDate Issued byCDREV103.13.2024 SMM 1/4" = 1'-0" 1Cross Section - Great Room/Pantry 1/4" = 1'-0" 2Cross Section - Screen Patio/Pantry 1" = 1'-0" 5Detail- 2x6 Pocket Door Framing 1 1/2" = 1'-0" 3 Detail - Custom Bracket 1 1/2" = 1'-0" 4Detail - Custom Corbel First Floor1008.4 Second Floor1020.5 Roof1028.6 Basement997.8 T.O. Footing997.5 B.O. Footing996.8 Top of Foundation1007.5 First Floor Clg.1018.5 Basement Clg.1006.6 9' - 0"MECH. RM FLOOR 2" BELOW L.L. Ov'Hg 30" Ov'Hg 24" Ov'Hg 12" 6"23' - 9"19' - 3"6' - 0" 14" 12" 14" 12"11' - 0"F6 F14 F88' - 10"1' - 8 3/4"10' - 1 1/8"2' - 0 3/4"8' - 1 1/8"E.H.10 3/8"10"13 1/2"9' - 0"1' - 8 3/4"10' - 1 1/8"2' - 0 3/4"8' - 1 1/8"LOFT PANTRY / OFFICE MECH. ROOM HALLWAY PDWR BATH L'DRY STAIRCASE OPEN TO BELOW BDRM #2 MUSIC ROOM FOYER WET BAR 14" 12"Opening96"FUTURE ELEVATOR SHAFT GIRDER TRUSS PER MFG SPEC 3/4" SUBFLOOR24" FLOOR TRUSSES @ 19.2" O.C. 3/4" SUBFLOOR20" FLOOR TRUSSES @ 19.2" O.C. ROOF TRUSSESPER MFG. SPEC. 3/4" SUBFLOOR20" FLOOR TRUSSES @ 19.2" O.C. 3/4" SUBFLOOR24" FLOOR TRUSSES @ 19.2" O.C. GIRDER TRUSS PER MFG SPECROOF TRUSSESPER MFG. SPEC.ROOF TRUSSESPER MFG. SPEC.20' - 3"2x10 JOISTS @ 16" O.C. 2x4 SOFFIT 2x10 JOISTS @ 16" O.C. 2x4 SOFFIT BEAM DROPPED PER MFG SPEC BEAM DROPPED PER MFG SPEC BEAM FLUSH PER MFG SPEC BEAM FLUSH PER MFG SPEC CANTILEVERS FLOOR TRUSS TYPICAL SLAB CONSTRUCTION:4" CONCRETE SLAB OVERPOLY/VAPOR BARRIER OVER3/4" CLEAR ROCK TYPICAL SLAB CONSTRUCTION:4" CONCRETE SLAB OVERPOLY/VAPOR BARRIER OVER3/4" CLEAR ROCK First Floor1008.4 Second Floor1020.5 Roof1028.6 Basement997.8T.O. Footing997.5 B.O. Footing996.8 Top of Foundation1007.5 First Floor Clg.1018.5 Basement Clg.1006.6 Roof Peak1039.7 Garage Floor1005.0 T.O. Garage Foundation1005.5 Opening94"Opening108"9' - 0"4' - 6"3' - 0"3' - 0"F10F7 F1 F9F10 BEAM DROPPED PER MFG SPEC BEAM DROPPED PER MFG SPEC BEAM FLUSH PER MFG SPEC Ov'Hg 24" Ov'Hg 24" Ov'Hg 12" Ov'Hg 24" 16' - 0"16' - 0"9' - 0" 14" 12" 4" 12" 14" 12"1" 12" SLOPED CLG. ROOF TRUSSESPER MFG. SPEC. SCISSOR ROOF TRUSSESPER MFG. SPEC.8' - 1 1/8"2' - 0 3/4"10' - 1 1/8"1' - 8 3/4"8' - 10"E.H.9 13/16"5 1/2"10' - 10 1/4"11' - 3 3/4"BARREL ROOF TRUSSESPER MFG. SPEC.3/4" SUBFLOOR24" FLOOR TRUSSES @ 19.2" O.C. 3/4" SUBFLOOR20" FLOOR TRUSSES @ 19.2" O.C.5 Risers2' - 10 3/4"4' - 0" FAMILY ROOMPATIOWET BAR GREAT ROOMFOYER PRIMARY SUITEHALLWAY FRONT PORCHVaulted Ceiling Apex12' - 9 7/16"GRADE MUST BE MINIMUM OF 6" BELOW TOP OF FOUNDATION WALL B.O. FOOTING @ MIN.42" BELOW GRADE TYPICAL SLAB CONSTRUCTION: 4" CONCRETE SLAB OVERPOLY/VAPOR BARRIER OVER3/4" CLEAR ROCK First Floor1008.4 Basement997.8 Basement Clg.1006.6 3' - 0"F10 9' - 5 1/2"Tiered Trim17 1/4"11 1/4"7 1/4"Frmg 8 3/4" Fin 11 1/4"11 1/4"5 1/2"COLUMN CONSTRUCTION:5/4" x 8" TOP & BOTTOM COLLAR4/4" x 12" COMPOSITE WRAP1/2" TRD. PLYWOOD2X4 FRAMED BOX6X6 TRD. STRUCTURAL POST36"6x6 STRUCT. POST Framing 8 3/4" Finished 11 1/4"Framing8 3/4"Finished11 1/4"5/4" x 8" Collar Trim 13 1/4"5/4" x 8" Collar Trim13 1/4"COLUMN CONSTRUCTION:5/4" x 8" TOP & BOTTOM COLLAR4/4" x 12" COMPOSITE WRAP1/2" TRD. PLYWOOD2X4 FRAMED BOX6X6 TRD. STRUCTURAL POST 3 20 First Floor1008.47 1/4"9' - 0"5 1/2"10' - 0 3/4"Energy Heel16 9/16"OverHang 24" 25" 3 1/2" 12" F916 3/4"54"5' - 10 3/4"Framing 16" Finished 18" COLUMN CONSTRUCTION:5/4" x 8" TOP & BOTTOM COLLAR1/2" COMPOSITE PANELS1/2" TRD. PLYWOOD2X4 FRAMED BOX6X6 TRD. STRUCTURAL POST ROOF TRUSSESPER MFG. SPEC. BEAM DROPPEDPER MFG. SPEC. Framing 16" Finished 18"Framing16"Finished18"5/4" x 8" Composite Trim 20"5/4" x 8" Composite Trim20"6x6 STRUCT. POST COLUMN CONSTRUCTION: 5/4" x 8" TOP & BOTTOM COLLAR1/2" COMPOSITE PANELS1/2" TRD. PLYWOOD2X4 FRAMED BOX6X6 TRD. STRUCTURAL POST 5 20 DRAWN BYDESCRIPTIONPROJECT #PROJECTISSUERE-ISSUEBUILDER18476 KENRICK AVE SUITE 202LAKEVILLE, MN 55044TEL: 952.428.8200EM: Dave@DavidCharlezDesigns.comD 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 Sa 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 2024. Do not replicate with out permission (952)428-8200. David Charlez Design retains rights to all plans and detail shown.3/13/20244:07:48 PM20 Cross SectionsHBT - Larson - CD'sLarson - Lake MarionHomes by Tradition16972 Brandtjen Farm Dr.Lakeville, MN 5504401.25.2024SMM10330 199TH. ST. WLAKEVILLE, MN 55044REVISION SCHEDULENumberDate Issued byCDREV103.13.2024 SMM 1/4" = 1'-0" 2Cross Section - Foyer/Pantry 1/4" = 1'-0" 1Cross Section - Front Porch/Foyer 1/2" = 1'-0" 3 Cross Section - Covered Patio Column 1 1/2" = 1'-0" 4 Detail - Covered Patio Column 1/2" = 1'-0" 5Cross Section - Front Porch Column 1 1/2" = 1'-0" 6Detail - Front Porch Column First Floor1008.4 Second Floor1020.5 Roof1028.6 Basement997.8 T.O. Footing997.5 B.O. Footing996.8 Top of Foundation1007.5 First Floor Clg.1018.5 Basement Clg.1006.6 Roof Peak1039.7 F9 F1 F7F104' - 6"9' - 0"3' - 0"3' - 0"8' - 1 1/8"2' - 0 3/4"10' - 1 1/8"1' - 8 3/4"8' - 10"2' - 0 3/4"10' - 1 1/8"1' - 8 3/4"8' - 10"E.H.7 1/4"Ov'Hg 24" Ov'Hg 24" 8' - 0"18' - 0"16' - 0" 14" 12" CANT. 24" 2' - 0 1/2"5' - 11 1/2" Ov'Hg 24" FRONT PORCH BDRM #2 MUSIC ROOM WET BARFAMILY ROOM GREAT ROOM PATIO BEAM DROPPED PER MFG SPEC ROOF TRUSSESPER MFG. SPEC. 3/4" SUBFLOOR24" FLOOR TRUSSES @ 19.2" O.C. 3/4" SUBFLOOR20" FLOOR TRUSSES @ 19.2" O.C. ROOF TRUSSESPER MFG. SPEC. GIRDER TRUSS PER MFG SPEC 3 1/2" 12" BEAM DROPPED PER MFG SPEC ROOF TRUSSESPER MFG. SPEC.5 1/2"10' - 0 3/4"GRADE MUST BE MINIMUM OF 6" BELOW TOP OF FOUNDATION WALL B.O. FOOTING @ MIN.42" BELOW GRADE TYPICAL SLAB CONSTRUCTION:4" CONCRETE SLAB OVERPOLY/VAPOR BARRIER OVER3/4" CLEAR ROCK5 7/8"First Floor1008.4 Second Floor1020.5 Roof1028.6 Basement997.8 T.O. Footing997.5 B.O. Footing996.8 Top of Foundation1007.5 First Floor Clg.1018.5 Basement Clg.1006.6 Roof Peak1039.7 Garage Floor1005.0 F7 F10 F1 F94' - 6"9' - 0"3' - 0"3' - 0"Ov'Hg 24" Ov'Hg 24" Ov'Hg 12" 18' - 0"16' - 0" Ov'Hg 24" 14" 12" 3 1/2" 12"5 1/2"9' - 7 1/4"10' - 0 3/4"2' - 0 1/2"5' - 11 1/2" 14" 12" SLOPED CLG.E..H.16 9/16"8' - 10"1' - 8 3/4"10' - 1 1/8"2' - 0 3/4"8' - 1 1/8"CANT 24" GIRDER TRUSS PER MFG SPEC BEAM DROPPED PER MFG SPEC 3/4" SUBFLOOR24" FLOOR TRUSSES @ 19.2" O.C. 3/4" SUBFLOOR20" FLOOR TRUSSES @ 19.2" O.C. BEAM DROPPED PER MFG SPEC ROOF TRUSSESPER MFG. SPEC. SCISSOR ROOF TRUSSESPER MFG. SPEC. PRIMARY SUITEBATH #2BDRM #2 MUSIC ROOM GREAT ROOM FAMILY ROOMWET BAR PATIO FRONT PORCH Vaulted Ceiling Apex12' - 9 7/16"GRADE MUST BE MINIMUM OF 6" BELOW TOP OF FOUNDATION WALL B.O. FOOTING @ MIN.42" BELOW GRADE TYPICAL SLAB CONSTRUCTION: 4" CONCRETE SLAB OVERPOLY/VAPOR BARRIER OVER3/4" CLEAR ROCK 6' - 3"8"6' - 8"8" 6' - 3"OP'NG94"5 7/8"First Floor1008.4 Top of Foundation1007.5 First Floor Clg.1018.5 3' - 6"2' - 10 3/4"1' - 9 1/4"10' - 10 1/4"5 1/2"10' - 0 3/4"Ov'Hg 18" Ov'Hg 18" 1' - 5"3' - 9 1/2"3' - 9 1/2" 1' - 5"Radius72 15/16"Radius94 3/16"Radius84 13/16"Rad i u s 84 13 / 16 " 10' - 5"18 5/16"17 15/16"E.H.15 1/4"FIN 22" FRMG 17"PIER #1PIER #12' - 4 3/4"BEAM DROPPED PER MFG SPEC BEAM DROPPED PER MFG SPEC 215 BARREL ROOF TRUSSESPER MFG. SPEC. 8 13/16"10 3/16" 5 3/4" 10 5/16" 10 7/8" 11 3/8" 11 3/4"12"12"11 3/4" 11 3/8" 10 7/8" 10 5/16" 5 3/4" 10 3/16" 8 13/16"13/16"2 5/16"3 15/16"5 1/16"6 3/16"2 11/16"4 1/8"11 1/8"36 1/4"6' - 9"6' - 9" 13' - 6"1 7/8"3 15/16"5 7/16"3 3/4"19"16 7/8"5 1/4"10 11/16"11 3/8"11 7/8"6"6"11 7/8"11 3/8"10 11/16"5 1/4"16 7/8"19" 6' - 9"6' - 9"E.H.15 1/4"2-1/2"/12"5"/12"5-1/2"/12"7"/12"5-1/2"/12"4"/12"2-1/2"/12"1"/12"1"/12"2-1/2"/12"4"/12"5-1/2"/12"7"/12"5-1/2"/12"5"/12"2-1/2"/12" 8"/12"6"/12"4"/12"2"/12"2"/12"4"/12"6"/12"8"/12" BARREL ROOF TRUSSESPER MFG. SPEC.w/ 1" / 12" SLOPE 15"DRAWN BYDESCRIPTIONPROJECT #PROJECTISSUERE-ISSUEBUILDER18476 KENRICK AVE SUITE 202LAKEVILLE, MN 55044TEL: 952.428.8200EM: Dave@DavidCharlezDesigns.comD 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 Sa 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 2024. Do not replicate with out permission (952)428-8200. David Charlez Design retains rights to all plans and detail shown.3/13/20244:07:54 PM21 Cross SectionsHBT - Larson - CD'sLarson - Lake MarionHomes by Tradition16972 Brandtjen Farm Dr.Lakeville, MN 5504401.25.2024SMM10330 199TH. ST. WLAKEVILLE, MN 55044REVISION SCHEDULENumberDate Issued byCDREV103.13.2024 SMM 1/4" = 1'-0" 1Cross Section - Front Porch/Great Rm I 1/4" = 1'-0" 2 Cross Section - Front Porch/Great Rm II 3/8" = 1'-0" 3Cross Section - Barrel Vault 1" = 1'-0" 5Detail - Barrel Vault Truss First Floor1008.4 Second Floor1020.5 Roof1028.6 Basement997.8 T.O. Footing997.5 B.O. Footing996.8 Top of Foundation1007.5 First Floor Clg.1018.5 Basement Clg.1006.6 Roof Peak1039.7 Garage Floor1005.0 T.O. Garage Foundation1005.5 BEAM DROPPED PER MFG SPEC BEAM FLUSH PER MFG SPEC BEAM FLUSH PER MFG SPEC 9' - 0"3' - 0"3' - 0"3' - 0" Box Vault 14' - 6"3' - 0"6"8' - 1 1/8"2' - 0 3/4"10' - 1 1/8"1' - 8 3/4"8' - 10"E.H.11 13/16"3/4" SUBFLOOR24" FLOOR TRUSSES @ 19.2" O.C. CROWN MOULDING 3/4" SUBFLOOR20" FLOOR TRUSSES @ 19.2" O.C. ROOF TRUSSESPER MFG. SPEC.ROOF TRUSSESPER MFG. SPEC. GIRDER TRUSSESPER MFG. SPEC.5" 12" 14" 12" Ov'Hg 24" 14" 12" Ov'Hg 24" Ov'Hg 24" 16' - 0"24' - 0"6' - 0 15/16"6' - 0 15/16"5' - 10 7/16"4' - 8 5/16"20 Risers12' - 1 7/8"18 Risers10' - 6 3/4"11"7 1/16"11"7 5/16"55 1/2"13" 55 1/2"22' - 1 1/4"1' - 1 1/8"10' - 1 7/8"10' - 10 1/4"F10F7 F2 COVERED PATIO DECK DINING ROOM FAMILY ROOM STAIRCASE PRIMARY BATHHALLWAY MECH. RM FLOOR 2" BELOW L.L. TYPICAL STAIRCASE CONSTRUCTION:6'-10" MINIMUM HEADROOM(4) 11- 7/8" STAIR STRINGER w/1-1/8" x 11-1/4" PARTICLE BOARD TREADSPROVIDE 34"-36" HGT HANDRAILS & GUARDS RAILS PER CODE COMPOSITE DECKING2x12 TRD. JOISTS @ 16" O.C.UNDER DECKING SYSTEM(RAINSCAPE OR SIMILAR)LP PANELS GRADE MUST BE MINIMUM OF 6" BELOW TOP OF FOUNDATION WALL B.O. FOOTING @ MIN.42" BELOW GRADE TYPICAL SLAB CONSTRUCTION:4" CONCRETE SLAB OVERPOLY/VAPOR BARRIER OVER3/4" CLEAR ROCK TYPICAL STAIRCASELANDING CONSTRUCTION:2-2x10 HEADER3/4" PLYWOOD BACKING2x10 JOISTS @ 16" O.C.3/4" PLYWOOD 185 First Floor1008.4 Second Floor1020.5 Roof1028.6 Basement997.8 T.O. Footing997.5 B.O. Footing996.8 Top of Foundation1007.5 First Floor Clg.1018.5 Basement Clg.1006.6 10' - 0"9' - 0"9' - 1 1/2"1' - 8 3/4"10' - 1 1/8"2' - 0 3/4"8' - 1 1/8"4' - 10 5/16"5' - 10 7/16"6' - 0 15/16"6' - 0 15/16"10' - 8 3/4"12' - 1 7/8"22' - 1 1/4"E.H.10 3/8"Ov'Hg 24" 6"23' - 9"5' - 3" Ov'Hg 30" 14" 12" GIRDER TRUSS PER MFG SPEC 3/4" SUBFLOOR24" FLOOR TRUSSES @ 19.2" O.C. 3/4" SUBFLOOR20" FLOOR TRUSSES @ 19.2" O.C. ROOF TRUSSESPER MFG. SPEC.ROOF TRUSSESPER MFG. SPEC. MECH. RM FLOOR 2" BELOW L.L. 14" 12"4" 12" LOFT L'DRY STAIRCASEMUD ROOM W.I.C. MECH. ROOM TYPICAL STAIRCASE CONSTRUCTION:6'-10" MINIMUM HEADROOM(4) 11- 7/8" STAIR STRINGER w/1-1/8" x 11-1/4" PARTICLE BOARD TREADSPROVIDE 34"-36" HGT HANDRAILS & GUARDS RAILS PER CODE F5 F1 CANTILEVERS FLOOR TRUSS 05 3 TYPICAL SLAB CONSTRUCTION:4" CONCRETE SLAB OVERPOLY/VAPOR BARRIER OVER3/4" CLEAR ROCK TYPICAL STAIRCASE LANDING CONSTRUCTION:2-2x10 HEADER3/4" PLYWOOD BACKING2x10 JOISTS @ 16" O.C.3/4" PLYWOOD DRAWN BYDESCRIPTIONPROJECT #PROJECTISSUERE-ISSUEBUILDER18476 KENRICK AVE SUITE 202LAKEVILLE, MN 55044TEL: 952.428.8200EM: Dave@DavidCharlezDesigns.comD 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 Sa 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 2024. Do not replicate with out permission (952)428-8200. David Charlez Design retains rights to all plans and detail shown.3/13/20244:08:00 PM22 Cross SectionsHBT - Larson - CD'sLarson - Lake MarionHomes by Tradition16972 Brandtjen Farm Dr.Lakeville, MN 5504401.25.2024SMM10330 199TH. ST. WLAKEVILLE, MN 55044REVISION SCHEDULENumberDate Issued byCDREV103.13.2024 SMM 1/4" = 1'-0" 1Cross Section - Staircase/Deck 1/4" = 1'-0" 2 Cross Section - Staircase/Mudroom First Floor1008.4 Second Floor1020.5 Roof1028.6 Basement997.8 First Floor Clg.1018.5 Basement Clg.1006.6 Upper Level Ceiling Height8' - 1 1/8"2' - 0 3/4"Main Level Ceiling Height10' - 1 1/8"1' - 8 3/4"Lower Level Ceiling Height8' - 10"Walkout Wall3' - 0"Upper Level Window Frame Height7' - 0"Main Level Window Frame Height9' - 0"Lower Level Window Frame Height8' - 0"14" 12" 5" 12" Overhang 24"E.H11 13/16"ENERGY HEEL WILL VARY PER LOCATION 05 2 F7 24"1"ROOF, CEILING & EAVE CONSTRUCTION: WALL CONSTRUCTION: FOUNDATION WALL & BASEMENT SLAB CONSTRUCTION: MAIN LEVEL CONSTRUCTION: UPPER LEVEL CONSTRUCTION: ARCHITECTURAL GRADE ASPHALT SHINGLES#15FELT & ICE & WATER SHIELD (6'-0")1/2" OSB SHEATHING w/STEEL CLIPSTRUSSES @ 24" O.C. (PER MFG. SPEC.)BAFFLES w/1" AIR SPACE2X4 LOOKOUTS2X10 SUB FASCIA w/ 4/4" x 4" ON 4/4" x 10" LP TIERED FASCIA LP VENTED SOFFITSLP 5/4" x 10" FRIEZE BOARDS R-50 BLOWN INSULATIONPOLY VAPOR BARRIER5/8" GYP. BRD. CEILING 3/4" LP LEGACY 350 SUBFLOOR GLUED & SCREWED24" FLOOR TRUSSES @ 19.2" O.C.(FLOOR SYSTEM DESIGNER TO VERIFY SIZE & SPACING BASED ON SPANS)5/8" GYP. BRD. ON CEILINGSPRAY INSULATE RIMS (R-21) SIDING PER ELEVATIONHOUSE WRAP (WRAP WINDOWS PER MFG. SPEC.)1/2" OSB SHEATHING2X6 STUDS @16" O.C.DBL. TOP PLATER-21 WALL INSULATION 4 MIL POLY VAPOR BARRIER1/2" GYP. BRD.2X6 SOLE PLATEALL DETAILS TO CONFORM W/ ENERGY CODE 3/4" LP LEGACY 350 SUBFLOOR GLUED & SCREWED20" FLOOR TRUSSES @ 19.2" O.C.(FLOOR SYSTEM DESIGNER TO VERIFY SIZE & SPACING BASED ON SPANS)FLASHING UNDER SILLS & STOOPSTREATED 2X6 SILL PLATE w/ SEALER 1/2" ANCHOR BOLTS @ 6' O.C. & 1' FROM CORNERS5/8" GYP. BRD. ON CEILINGSPRAY INSULATE RIMS (R-21) WATCH DOG WATERPROOFING SYSTEMEXTERIOR THERMAL WALL:2" RIGID FP ULTRA LITE PANEL (STUCCO COLOR) (R-10) INSTALLED TO FOLLOW GRADE PROVIDE FLASHING TO COVER EXPOSED INSULATIONPOURED CONC. 2-3/8" TREMCO ENERGY BOARD ON EXTERIOR SIDE OF FOUDATION LIVING AREA BELOW GRADE2" CERTISTUD ON FOUNDATION SIDES ABOVE GRADE READY FOR SIDING APPLICATION WALL PER PLANREINFORCE WALLS PER CODE AND ENGINEER'S SPECIFICATIONS20" X 8" CONTINUOUS CONC. FOOTING UNLESS OTHERWISE NOTED4" POURED CONCRETE SLAB VAPOR/MOISTURE BARRIER PER IRC SECTION 506 EXTENDING UP THE WALL AND SEALED TO FOUNDATION WALL3/4" CLEAR ROCK BED UNDERNEATH LOWER LEVEL SLAB4" SAND BED UNDER GARAGE SLAB INTERIOR & EXTERIOR 4" DIA. PERFORATED DRAIN TILE PIPED TO SUMP BASKET INTERIOR THERMAL WALL:1" RIGID INSULATION (R-5)2x4 STUDS @ 16" O.C.2x4 TRD. PLATE1/2" GYP BD. 3" MIN. ABS OR PVC OR EQUIVALENTGAS TIGHT PIPE SEAL ALL JOINTSBETWEEN SLABAND FOUNDATION WALL 4" PERFORATED DRAINTILE W/FILTER FABRIC8"X16" ROCK TRENCH SEALED SUMP BASKET MIN 6 MIL OR 3 MIL CROSSLAMINATED POLY SHALL BELAPPED 12" AND PLACED BELOWTHE SLAB AND ON TOP OF 4" MIN. SAND GASPERMEABLE LAYER INSTALL LABEL READING (RADON REDUCTION SYSTEM) ON THE VENT PIPE AT EACH FLOORAND IN ACCESSIBLE ATTICS ALL CONTROL JOINTS, ISOLATION JOINTSCONSTRUCTION JOINTS AND ANY OTHERJOINTS IN CONCRETE SLABS SHALL BESEALED WITH CAULK OR SEALANT SEAL ALL FLOOR OPENINGS ALL PIPE JOINTS AND FITTINGSTO BE GLUED OR TRANSITIONCOUPLINGS PROVIDE SPACE FOR FUTUREINSTALLATION OF A FAN*MIN. 24' DIAMETER CENTERED ON THE AXIS OR THE VENT STACK*MIN. VERTICAL DISTANCE 36" INSTALL LIVE OUTLET IN ATTIC WHEREFUTURE FAN MAY BE INSTALLED R-4 MIN. INSULATION AROUND PIPE IN UNCONDITIONED SPACES First Floor1008.4 5 1/2"2' - 1 3/4"3"8' - 0"10' - 4 3/4"21"3"36"3"21" 7' - 0"25 3/4"3"22 3/8"11 1/16"22 3/8"23 5/16"Radius66 15/16"11 1/16"5/4" x 6" TRIM BD. 08 09 08 113112113 DRAWN BYDESCRIPTIONPROJECT #PROJECTISSUERE-ISSUEBUILDER18476 KENRICK AVE SUITE 202LAKEVILLE, MN 55044TEL: 952.428.8200EM: Dave@DavidCharlezDesigns.comD 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 Sa 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 2024. Do not replicate with out permission (952)428-8200. David Charlez Design retains rights to all plans and detail shown.3/13/20244:08:06 PM23 SchedulesHBT - Larson - CD'sLarson - Lake MarionHomes by Tradition16972 Brandtjen Farm Dr.Lakeville, MN 5504401.25.2024SMM10330 199TH. ST. WLAKEVILLE, MN 55044REVISION SCHEDULENumberDate Issued byCDREV103.13.2024 SMM D O O R S C H E D U L E Tag Door SizeDoor TypeQuantity Head HeightLevel Room Name Comments 001 72" x 96" 2-Panel Sliding Patio Door1 8' - 0"Basement PATIO 002 36" x 96" 1-Panel Inswing Glass Door1 8' - 0"Basement COVERED PATIO Full Glass 003 30" x 84" Single Pocket (Interior)1 7' - 0"Basement LAKE BATH 004 30" x 84" Single Swing (Interior)1 7' - 0"Basement BDRM #4 005 30" x 84" Single Swing (Interior)1 7' - 0"Basement BDRM #4 006 48" x 84" 2-Panel Inswing Glass Door1 7' - 0"Basement EXERCISE ROOM Opaque Glass 007 36" x 84" Single Swing (Interior)1 7' - 0"Basement MECH. ROOM 008 48" x 96" Double Swing (Interior)1 8' - 0"Basement WET BAR 101 9'-0" x 8'-0" Overhead Single Garage Door1 8' - 0"Garage Floor GARAGE 102 18'-0" x 8'-0" Overhead Double Garage Door1 8' - 0"Garage Floor GARAGE 103 36" x 80" Single Swing (Fire Door)1 6' - 8"First Floor MUD ROOM 20 MIN RATED 104 36" x 86" 1-Panel Inswing Glass Door1 7' - 2"First Floor MUD ROOM Full Glass 105 32" x 80" Single Swing (Interior)1 6' - 8"First Floor W.I.C. 106 32" x 96" Single Swing (Interior)1 8' - 0"First Floor PDWR BATH 107 36" x 96" Single Pocket (Interior)1 8' - 0"First Floor HALLWAY 108 36" x 86" 1-Panel Inswing Glass Door1 7' - 2"First Floor KITCHENFull Glass 109 36" x 96" Single Screen Door1 7' - 11" First Floor DECK 110 170"x116" Recessed Retractable Phantom Screen1 9' - 7 1/8" First Floor SCREEN PATIO 111 96" x 86" 2-Panel Sliding Patio Door1 7' - 2"First Floor DINING ROOM 112 36"x96" Entry Door & Sidelites - French Panel1 8' - 0"First Floor FOYER 113 21"x96 Entry Door & Sidelites - French Panel1 8' - 0"First Floor FOYER 113 21"x96 Entry Door & Sidelites - French Panel1 8' - 0"First Floor FOYER 201 30" x 80" Single Swing (Interior)1 6' - 8"Second Floor BDRM #2 202 30" x 80" Single Pocket (Interior)1 6' - 8"Second Floor BATH #2 203 30" x 80" Single Swing (Interior)1 6' - 8"Second Floor WIC #2 204 36" x 80" Single Swing (Interior)1 6' - 8"Second Floor PRIMARY SUITE 205 32" x 80" Single Pocket (Interior)1 6' - 8"Second Floor PRIMARY SUITE 206 32" x 80" Single Swing (Interior)1 6' - 8"Second Floor PRIMARY WIC 207 32" x 80" Single Swing (Interior)1 6' - 8"Second Floor PRIMARY BATH 208 30" x 80" Single Swing (Interior)1 6' - 8"Second Floor HALLWAY 209 36" x 80" Single Swing (Interior)1 6' - 8"Second Floor HALLWAY 210 30" x 80" Single Swing (Interior)1 6' - 8"Second Floor BDRM #3 211 30" x 80" Single Pocket (Interior)1 6' - 8"Second Floor BATH #3 212 30" x 80" Single Swing (Interior)1 6' - 8"Second Floor WIC #3 Total Doors: 34 W I N D O W S C H E D U L E Tag Window SizeWindow TypeQuantity Head Height Level Room Location Comments 01 32" x 72"Double Hung2 8' - 0"BasementBDRM #4 02 32" x 72"Double Hung1 8' - 0"BasementFAMILY ROOM 03 36" x 72"Fixed2 8' - 0"BasementFAMILY ROOM 04 36" x 18"Awning2 2' - 0"BasementFAMILY ROOM 05 30" x 30"Fixed5 7' - 6"T.O. GarageFoundationGARAGE 06 32" x 18"Transom2 9' - 0"First FloorSTAIRCASE 07 32" x 72"Double Hung2 7' - 6"First FloorSTAIRCASE 08 21"x22"See Window Detail 3 on Pg23A.2 10' - 1 3/8"First FloorFOYER 09 36"x26"See Window Detail 3 on Pg 23A1 10' - 4 3/4"First FloorFOYER 10 32" x 18"Transom4 9' - 0"First FloorMUSIC ROOM 11 32" x 72"Double Hung4 7' - 6"First FloorMUSIC ROOM 12 42" x 24"Transom2 9' - 0"First FloorGREAT ROOM 13 48" x 18"Transom2 9' - 0"First FloorGREAT ROOM 14 48" x 72"Fixed2 7' - 6"First FloorGREAT ROOM 15 48" x 18"Awning2 1' - 6"First FloorGREAT ROOM 16 60" x 18"Transom1 9' - 0"First FloorGREAT ROOM 17 60" x 72"Fixed1 7' - 6"First FloorGREAT ROOM 18 60" x 18"Awning1 1' - 6"First FloorGREAT ROOM 19 48" x 18"Transom2 9' - 0"First FloorDINING ROOM 20 32" x 18"Transom2 9' - 0"First FloorKITCHEN 21 32" x 48"Casement2 7' - 6"First FloorKITCHEN 22 36" x 18"Transom1 9' - 0"First FloorSCREEN PATIO 23 48" x 18"Transom2 9' - 0"First FloorPANTRY / OFFICE 24 48" x 48"Fixed2 7' - 6"First FloorPANTRY / OFFICE 25 36" x 18"Transom1 9' - 0"First FloorMUD ROOM 26 30" x 30"Fixed1 16' - 7 7/8"First FloorScreen Porch Gable 27 32" x 66"Double Hung4 4' - 1 3/4"Second FloorBONUS RM 28 24" x 24"Fixed1 7' - 0"Second FloorGarage Front Gable 29 32" x 42"Casement1 7' - 0"Second FloorLOFT 30 32" x 42"Casement1 7' - 0"Second FloorL'DRY 31 32" x 72"Double Hung2 7' - 0"Second FloorSTAIRCASE 32 32" x 60"Double Hung1 7' - 0"Second FloorOPEN TO BELOW 33 32" x 72"Double Hung2 7' - 0"Second FloorBDRM #2 34 48" x 30"Transom1 9' - 10"Second FloorPRIMARY SUITE 35 48" x 66"Fixed1 7' - 0"Second FloorPRIMARY SUITE 36 36" x 66"Double Hung2 7' - 0"Second FloorPRIMARY SUITE 37 32" x 66"Double Hung3 7' - 0"Second FloorPRIMARY BATH 38 32" x 66"Double Hung2 7' - 0"Second FloorBDRM #3 39 24" x 48"Double Hung1 7' - 0"Second FloorBATH #3 40 32" x 60"Double Hung2 7' - 0"Second FloorLOFT 41 32" x 66"Double Hung2 4' - 1 3/4"Second FloorBONUS RM Total Windows: 77 1/4" = 1'-0" 1Detail - Passive Radon System 1/2" = 1'-0" 2 Typical Wall Section 3/4" = 1'-0" 3Detail - Front Entry UP UP DN DN DN DN DN 1335 SF Lower Level 303 SF Mech. Room 246 SF Patio 263 SF Covered Patio 1745 SF Main Level 968 SF Garage 264 SF Deck 248 SF Screen Patio 207 SF Front Porch 72 SF M.L. Patio 1592 SF Upper Level 511 SF Bonus Rm 188 SF Open to Stairs & Foyer ABBREVIATIONS LIST = AIR CONDITIONING= ABOVE FINISHED FLOOR= ALUMINIUM= BOTTOM CHORD BEARING= BOARD= BEDROOM= BUILT IN= BEAM= BOTTOM OF= BEARING= BASEMENT= CABINETS= CANTLIEVER= CEILING= CENTER LINE= CASED OPENING= CONCRETE= CONTINUOUS= CARPET= CERAMIC TILE= CASEMENT= DOUBLE= DEMOLISH OR DEMOLITION= DOUBLE HUNG= DIAMETER= DIMENSION(S)= DOWN= DRYWALL OPENING= DOOR= DISHWASHER= DRAWING= EACH= ENERGY HEEL= ELECTRIC= ELEVATIONS OR ELEVATOR= ENGINEER= ETHYLENE PROPYLENE DIENE M-CLASS= EQUAL= EXTERIOR= EXISTING= FLOOR DRAIN= FINISHED= FLOOR= FOUNDATION= FIREPLACE= FRAMING= FREEZER= FOOTING= FURNITURE= FUTURE= FIXED= GLIDER= GIRDER TRUSS= GYPSUM= GYPSUM BOARD= HEADER= HEIGHT= HEATING VENTILATION AIR CONDITIONING= IN FLOOR HEAT= INSULATION= INTERIOR= LANDING= LINEN= LOCKERS= LOWER LEVEL= LOOKOUT= LUXURY VINYL TILE= LUXURY VINYL PLANK= MAXIMUM= MECHANICAL= MANUFACTURE(R)= MINIMUM= MAIN LEVEL= MASONRY OPENING= NUMBER= NOMINAL= ON CENTER= OFFICE= OPENING= OPTION(AL)= POLISHED CONCRETE= PERIMETER= POCKET= PLUMBING= PLYWOOD= POWDER= POLYVINYL CHLORIDE= REFRIGERATOR= REQUIRED= ROOM= ROD & SHELF= SIMULATED DIVIDED LITE= SMOKE DETECTOR= SMOKE / CARBON MONOXIDE DETECTOR= SINGLE HUNG= SHELVING= SHELVES= SIMILAR OR SIMULATOR= SLIDER= SINK= SPECIFICATION(S) OR SPECIFIED= STEEL= STORAGE= STRUCTURAL= SQUARE FOOTAGE= TO BE DETERMINED= TOP CHORD BEARING= TONGUE AND GROOVE= TOP OF= TREATED= TRANSOM= TYPICAL= UPPER LEVEL= UNFINISHED= VANITY= WOOD= WINDOW= WALK IN CLOSET= WITH= WALKOUT= WASHER A.C.A.F.F.ALUM.B.C.B.BD.BDRM.B.I.B'MB.O.BRG.BSMT.CABS.CANT.CLG.C.L.C.O.CONC.CONT.CPT.C.T.CSMTDBL.DEMOD.H.DIA.DIM(S)DN.D.O.DR.D.W.DWG.EA.E.H.ELEC.ELEV.ENG.EPDMEQ.EXT.EXST.F.D.FIN.FLR.FND.F/PFRMG.FRZ.FTG.FURN.FUT.FX.GLD.G.T.GYP.GYP. BD.HDR.HGT.HVACI.F.H.INSUL.INT.LDG.LIN.LKRS.L.L.L.O.L.V.T.L.V.P.MAX.MECH.MFG.MIN.M.L.M.O.NO.NOM.O.C.OFF.OP'NGOPT.P. CONC.PERM.PKT.PLMG.PLWD.PWDRPVCREF.REQDRM.R&SS.D.L.SD.SD/COS.H.SHLVG.SHLVS.SIM.SLD.SNKSPEC.ST'LST'RGSTRUC.SQ. FTG.TBD.T.C.B.T&GT.O.TRD.TRSM.TYP.U.L.UNFIN.VTY.W'DWDWW.I.C.W/W.O.WSHR. GENERAL NOTES 1. ALL EXTERIOR WALLS TO BE CONSTRUCTED OF 2x6 STUDS @ 16" O.C. 2. ALL INTERIOR WALLS TO BE CONSTRUCTED OF 2x4 STUDS @ 16" O.C. (UNLESS OTHERWISE NOTED) 3. WALLS ADJACENT TO GARAGE SPACE SHALL BE 2x6 WITH A 1 HR. FIRE RATING 4. STRUCTURAL WALLS TO HAVE A FIRE RATING OF 1 HR. 5. ALL DIMENSIONS LINES TO BE TO CENTERLINE OF STUDS TO FACE OF SHEATHING 6. PROVIDE ROOF VENTILATION 1 SQ.FT. PER 300 SQ.FT. OF ROOF AREA. 50% AT RIDGE AND 50% AT SOFFIT-MIN 7. ALL INTERIOR DOOR HEAD HEIGHT TO BE VERIFIED BY BUILDER UNLESS OTHERWISE NOTED. UNDERCUT MIN 1" 8. ALL STRUCTURAL MEMBERS TO BE VERIFIED BY MANF. AND A STRUCTURAL ENGINEER. 9. ALL WINDOW UNITS ABOVE TUB DECK AND/OR WITHIN 18" OF THE FLOOR AND/OR 24" OF A DOORWAY SHALL BE TEMPERED GLASS 10. PROVIDE AN APPROVED ICE AND WATER ROOFING STARTER EDGE PER CODE OR EQUIVALENT 11. WRAP ALL CANTILEVERS WITH AN APPROVED POLY AND SPRAY FOAM FLOOR 12. SLOPE FINISHED GRADE AWAY FROM THE HOUSE ON ALL SIDES 13. 1/2" AIR SPACE ON EACH SIDE OF MICRO-LAM BEAM & MIN 3" BEARING ON CONCRETE 14. EXTERIOR RAILING TO BE MIN OF 36" HIGH AND BUILT AS TO NOT ALLOW A 4" SPHERE TO PASS THROUGH 15. ALL COMPONENTS TO BE INSTALLED TO MANF. SPEC OR LOCAL CODE 16. ALL WOOD IN DIRECT CONTACT WITH CONCRETE OR MASONRY IS TO BE PRESSURE TREATED OR WOOD SPECIES THAT HAS A NATURAL RESISTANCE TO DECAY 17. PROVIDE A WATER RESISTIVE GYP BOARD AROUND ALL SHOWERS AND TUBS 18. LIGHT OR FAN HOUSING SYSTEM RECESSED THROUGH AN EXTERIOR VAPOR BARRIER SHALL BE OF THE AIR SEALED TYPE OR BE BOXED AND SEALED PER CODE 19. PROVIDE DRAFT STOPS PER UBC 708.3 20. FIRE BLOCK ALL CHASES AT EACH FLOOR-CEILING ASSEMBLY OR AT 10' MAX INTERVALS 21. ALL SMOKE DETECTORS TO BE HARD WIRED WITH BATTERY BACKUP PER CODE 22. MAINTAIN A 6" SEPARATION BETWEEN GRADE AND WOOD 23. CAULK AND FLASH AROUND ALL EXTERIOR OPENINGS 24. PLUMBING PENETRATIONS IN WALL ASSEMBLY SHALL BE FIRE CAULKED WITH LISTED MATERIALS 25. BLOCK PATIO DOORS WITHOUT A DECK 26. SMOKE DETECTORS SHALL BE MIN 16" AWAY FROM WALL AND INSTALL TO MANF. SPEC 27. NO OPENING IN ROOF WITHIN 5' OF PROPERTY LINES 28. 10% OF THE FLOOR AREA IS REQUIRED FOR LIGHT AND VENTILATION IN ALL HABITABLE ROOMS 29. ON EXTERIOR, GRIPPABLE HANDRAILS 34" TO 36" IN HEIGHT FROM THE NOSE OF THE STAIRS 30. COMBUSTION AIR DUCTS 12" OFF THE FLOOR OR RETURN AIR PLENUM WHEN REQUIRED (IMC703) 31. PROVIDE PLUMBING ACCESS AT ALL TUBS EXCEPT WHEN TRAPS & OVERFLOW GLUED 32. PROVIDE 50 cfm OR 20 cfm CONTINUOUS VENTILATION OR OPERABLE WINDOW (ASHRAE 62-2001 6.1) 33. DRYER VENT TO THE EXTERIOR- INSULATE LAST 3 FEET MIN 36" CLEARANCE TO OTHER OPENINGS: (IMC504.4, 401.52 AND 604.1) 34. CERAMIC TILE TO BE APPLIED OVER GREEN BOARD, CEMENT BOARD, WONDER BOARD OR OTHER APPROVED MATERIAL TO A HEIGHT OF 70" ABOVE DRAIN INLET IN SHOWERS. CEMENT BOARD MUST BE USED ON EXTERIOR WALLS UNDERNEATH TILE AND OVER THE VAPOR BARRIER (R307) 35. TRUSS PLANS STAMPED AND APPROVED BY MANF. SHALL BE ON THE JOB SITE. ALTERATIONS TO TRUSSES REQUIRE AN ENGINEER'S APPROVAL 36. RAFTERS SHALL BE FRAMED TO MIN 1" THICK RIDGE BOARD NOT LESS THAN THE DEPTH OF THE CUT END OF THE RAFTERS OR NAILED TO EACH OTHER WITH A GUSSET PLATE A TIE. THE RIDGE BOARD MUST BE SUPPORTED ON END WALL OR MIN 2x4 COLLAR TIES ARE REQUIRED AT MIN 4" O.C. 37. 4-MIL VAPOR BARRIER ON WARM IN WINTER SIDE OF EXTERIOR WALLS AND CEILING. FIRE RETARDANT VAPOR BARRIER MAY BE LEFT UNCOVERED 38. WIND-WASH AT ALL EAVES, CORNERS, OVERHANGS, AND BY WINDOWS. SHEATHING INSULATION DAM @ CEILING CHANGES 39. WEATHER-RESISTIVE BARRIER-i.e. BUILDING WRAP TABLE R703.4 40. HOT WATER PIPING LOCATED OUTSIDE OF CONDITIONED SPACE WILL BE INSULATED TO AT LEAST R-3 41. ATTIC ACCESS DOORS FROM CONDITIONED TO UNCONDITIONED SPACES SHALL BE WEATHERED-STRIPPED AND INSULATED. 42. NEW WOOD-BURNING FIREPLACES WILL HAVE TIGHT-FITTING FLUE DAMPERS AND OUTDOOR COMBUSTION AIR. 43. FOR WINDOWS WHERE THE LOWEST PART OF THE WINDOW OPENING IS MORE THAN 6' ABOVE THE GROUND, THE LOWEST PART OF OPENING SHALL BE MIN. OF 36" ABOVE THE FINISHED FLOOR. EXCEPTIONS INCLUDE WINDOWS THAT DO NOT OPEN MORE THAN 4", WINDOWS WITH FALL PROTECTION, AND WINDOWS THAT HAVE OPENING CONTROL DEVICES. 44. DWELLINGS WITH ATTACHED GARAGES OR FUEL FIRED EQUIPMENT MUST BE EQUIPPED WITH CARBON MONOXIDE ALARMS OUTSIDE OF, BUT NO FURTHER THAN 10' FROM , EACH SLEEPING AREA OR BEDROOM. 45. FOOTINGS SHALL HAVE A MIN. COMPRESSIVE STRENGTH OF 5,000 psi. 46. A MIN. 1/2" GYPSUM BOARD MEMBRANE, OR 5/8" WOOD STRUCTURAL PANEL MEMBRANE, SHALL BE PROVIDED ON THE UNDERSIDE OF FLOOR ASSEMBLIES. EXCEPTIONS A.DWELLINGS EQUIPPED WITH SPRINKLER SYSTEM. B.CRAWLSPACES C.PORTIONS OF FLOOR ASSEMBLIES WITH PROPORTIONALLY SMALL AREA. D. FLOOR ASSEMBLIES CONSTRUCTED OF SOLID SAWN LUMBER OR STRUCTURAL COMPOSITE LUMBER WITH MIN. NOMINAL DIMENSIONS OF 2"x10". 47. DECKS SUPPORTED BY ATTACHMENT TO AN EXTERIOR WALL SHALL BE POSITIVELY ANCHORED TO THE PRIMARY STRUCTURE AND DESIGNED FOR BOTH VERTICAL AND LATERAL LOADS. 48. FLASHING WITH A MIN. 3 1/2" VERTICAL ATTACHMENT FLANGE IS REQUIRED AT THE INTERSECTION OF THE FOUNDATION AND RIM JOIST FRAMING WHEN THE EXTERIOR WALL COVERING DOES NOT LAP THE FOUNDATION INSULATION. THE FLASHING MUST EXTEND A MIN. OF 1" BELOW THE FOUNDATION PLATE LINE, AND THE REQUIRED WATER-RESISTIVE BARRIER MUST LAP OVER THE ATTACHMENT FLANGE. 49. BUILDING FRAMING CAVITIES SHALL NOT BE USED AS DUCTS OR PLENUMS 50. DAVID CHARLEZ DESIGNS RECOMMENDS THE CONTRACTOR OFFERS THE HOMEOWNER AN OPTIONAL LIGHTNING PROTECTION SYSTEM THAT MEETS NATIONAL SAFETY STANDARDS OF NFPA 780 AND UL 96, UL96A INCLUDING STRIKE TERMINATION DEVICES, DOWN CONDUCTORS, BONDING, AND SURGE PROTECTION. 51. METAL ROOF PANELS, DECKING, SLOPES, MATERIAL, STANDARDS AND ATTACHMENT TO COMPLY WITH R905.10-R905.10.4. 52. SAFE ROOMS TO BE CONSTRUCTED IN COMPLIANCE WITH FEMA P-320 STANDARDS AND ICC 500. TORNADO & HURRICANE SHELTERS TO BE CONSTRUCTED IN COMPLIANCE WITH FEMA P-361 STANDARDS. 1/8" = 1'-0" 1Lower Level 1/8" = 1'-0" 2 Main Level 1/8" = 1'-0" 3Upper Level DRAWN BYDESCRIPTIONPROJECT #PROJECTISSUERE-ISSUEBUILDER18476 KENRICK AVE SUITE 202LAKEVILLE, MN 55044TEL: 952.428.8200EM: Dave@DavidCharlezDesigns.comD 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 Sa 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 2024. Do not replicate with out permission (952)428-8200. David Charlez Design retains rights to all plans and detail shown.3/13/20244:08:10 PM24 Square FootageCalculationsHBT - Larson - CD'sLarson - Lake MarionHomes by Tradition16972 Brandtjen Farm Dr.Lakeville, MN 5504401.25.2024SMM10330 199TH. ST. WLAKEVILLE, MN 55044S Q. F T G. C A L C S. Name Sq. Ftg.Level Area Type Lower Level 1335 SF Basement Finished Sq. Ftg. Main Level 1745 SF First Floor Finished Sq. Ftg. Screen Patio 248 SF First Floor Finished Sq. Ftg. Upper Level 1592 SF Second Floor Finished Sq. Ftg. Bonus Rm 511 SF Second Floor Finished Sq. Ftg. Finished Sq. Ftg.5430 SF Open to Stairs & Foyer 188 SF Second Floor Open Staircase/Foyer Sq. Ftg. Open Staircase/Foyer Sq. Ftg.188 SF Patio 246 SF Basement Outdoor Sq. Ftg. Covered Patio 263 SF Basement Outdoor Sq. Ftg. Deck 264 SF First Floor Outdoor Sq. Ftg. Front Porch 207 SF First Floor Outdoor Sq. Ftg. M.L. Patio 72 SF First Floor Outdoor Sq. Ftg. Outdoor Sq. Ftg.1051 SF Garage 968 SF First Floor Unconditioned Sq. Ft. Unconditioned Sq. Ft.968 SF Mech. Room 303 SF Basement Unfinished Sq. Ft. Unfinished Sq. Ft.303 SF REVISION SCHEDULENumberDate Issued by 15'BWL 13'3'3' 25'45'35'20'BWL 2BWL 3BWL 4BWL 5BWL 6BWL 74'4'6'6'3'3'10'BWL 5.520'3'3'4'3'10'17'3'3'5'6'3'4'SEE DETAIL 1/PF-1SEE DETAIL 2/PF-15'4'11'4'4'7'7' 25'40'15'45'BWL 8BWL 9BWL 10BWL 11BWL 12BWL 133'3'4'4'4'3'3'3'3'4'4'3'3'3'3'3'6'3'3'3'3'3' Voigt & Associates, Inc.C-1Structural Engineering Services 4635 Nicols Road, Suite 204Eagan, MN 55122MethodCS-WSPWind speed 115Exposure CGB GB GB BWL 1 2 3 4 5 5.5 6 7 8 9 10 11 12 13Spacing - ft 15 25 45 45 20 20 35 35 15 45 45 40 40 25Level 3 2 2 2 2 2 2 2 1 1 1 1 1 1Length req'd- ft 7 7.8 26.3 12.3 6.5 12.5 10.3 10.3 2.8 13.8 6.8 6 6 4per Table R602.10.3(1)Adjustments:Exposure 1.3 1.3 1.3 1.3 1.45 1.45 1.45 1.45 1.3 1.3 1.3 1.3 1.31.3Eave to ridge Height 1 1 1 1 1 1 1 1 1 1 1 1 1 1Wall Height 0.95 1 1 1 1 1 1 1 0.9 0.9 0.9 0.9 0.9 0.9# of BWL 1 1.3 1.3 1.3 1.3 1.3 1.3 1.3 1.3 1.3 1.3 1.3 1.3 1.34" Gyp WB w.block joints1 1 1 0.7 1 1 1 0.7 1 1 1 1 1 1Adjusted Length 8.6 13.2 44.4 14.6 12.3 23.6 19.4 13.6 4.3 21.0 10.3 9.1 9.1 6.1Larson Residence10330 199th Street W, Lakeville, MN 55044Sheet PROJECT SCOPE DESIGN AND DETAIL OF A RETAINING FOUNDATION WALL FOR A SCREEN PATIO AND PAD/STRIP FOOTINGS FOR A SINGLE FAMILY RESIDENCE. CONSTRUCTION IS TO BE DONE IN ACCORDANCE WITH THESE DRAWINGS, STANDARD INDUSTRY PRACTICE, AND THE REQUIREMENTS OF THE CODE. NOTES 1.THESE DOCUMENTS APPLY TO STRUCTURAL ONLY. REFER TO PLANS PREPARED BY DAVID CHARLEZ DESIGNS LAST DATED 2-19-24 FOR ALL OTHER INFORMATION. 2.THE HANSON GROUP'S SCOPE IS LIMITED TO THE DESIGN OF THE ITEMS LISTED IN THE PROJECT SCOPE ABOVE. DESIGN OF THE REMAINING HOME, INCLUDING ALL FRAMING AND MAIN WINDFORCE LOADING (BRACED WALL LAYOUT), TALL WALL FRAMING, BEAMS/HEADERS, REMAINING FOUNDATION WALLS, ETC. IS BY OTHERS. A SITE VISIT WAS NOT CONDUCTED OR REQUESTED. 3.ARCHITECTURAL ELEMENTS, CIVIL AND DRAINAGE CONSIDERATIONS, AND MEANS AND METHODS OF CONSTRUCTION ARE NOT INCLUDED UNDER THE SCOPE OF THIS DOCUMENT. PROPERTY BOUNDARIES, SITE RETAINING WALLS, GRADING, EXCAVATION, OVERALL SLOPE STABILITY, VERIFICATION OF INFORMATION, AS WELL AS DRAINAGE IS BY OTHERS. 4.DRAIN TILE, DAMPPROOFING AND/OR WATERPROOFING, & INSULATION, AS WELL AS THEIR INSTALLATION, ARE TO BE IN ACCORDANCE WITH THE CODE. 5.BAR SPLICES ARE TO BE LAPPED A MINIMUM OF 48 BAR DIAMETERS. 6.CARE IS TO BE TAKEN DURING BACKFILLING TO MAINTAIN A PLUMB WALL ALIGNMENT. 7.BUILDER IS TO VERIFY ALL DIMENSIONS AND CONDITIONS PRIOR TO WORK. CONTACT ENGINEER IF ANY DISCREPANCIES ARISE. 8.BULKHEAD FOOTINGS FOR RETAINING WALL TYPE FOUNDATIONS AT STEP LOCATIONS. DO NOT JUMP FOOTINGS. 9.BACKFILL w/ 4'-0" OF COMPACTED NON-FROST SUSCEPTIBLE GRANULAR FILL BELOW REAR SCREEN PORCH SLAB-ON-GRADE. 10.SITE ELEMENTS INCLUDING RETAINING WALLS ARE NOT INCLUDED IN THE SCOPE OF THESE DRAWINGS. 11.CONTROL JOINT LAYOUT IS THE RESPONSIBILITY OF THE CONTRACTOR. MATERIALS CONCRETE FOOTINGS: F'c = 5,000 PSI @ 28 DAYS (OR 3,500 PSI WITH AN APPROVED ADMIXTURE THAT PROVIDES A WATER AND VAPOR RESISTANCE AT LEAST EQUIVALENT TO 5,000 PSI CONCRETE) CONCRETE WALLS: F'c = 3,500 PSI @ 28 DAYS REINFORCING STEEL: ASTM A615 GRADE 60 ASTM A615 GRADE 40 - #3 BARS AGGREGATE: FOOTINGS - 112" MAX WALLS/SLABS- 34" MAX ON-SITE SOIL:CLAY (GROUP III) geq = 60 PSF/FT (ACTIVE) GRANULAR BACKFILL:SAND (GROUP I TO BE USED WHERE NOTED): geq = 30 PSF/FT (ACTIVE) ALLOWABLE SOIL BEARING PRESSURE: 2000 PSF (ASSUMED) WOOD:SYP #2 OR BETTER AT TREATED SILL LOADS ROOF LIVE LOAD: 35 PSF (SNOW) ROOF DEAD LOAD: 15 PSF FLOOR LIVE LOAD: 40 PSF FLOOR DEAD LOAD: 15 PSF WIND LOAD:115 MPH ULTIMATE EXP. C CODES 2020 MINNESOTA RESIDENTIAL CODE COPYRIGHT HANSON GROUP, LLC 2024© DescriptionDateRevision Project Number: Date:S11Sheets: of 1 PLANS SHOWN LIGHT IN BACKGROUND ARE FOR LOCATION REFERENCE ONLY. PLAN NOTES AND ELEMENTS SHOWN LIGHT MAY NOT NECESSARILY SUPPORT THE HANSON GROUP'S DESIGN. Larson Residence 10330 199th St W Lakeville, MN March 12, 2024 4.118 Print Name: Signed: License Number:3-12-24Date: I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Minnesota. FOUNDATION PLAN SHOWN FOR LOCATION REFERENCE ONLY 1 S1 REFERENCE PLAN2S1REMAINING FOUNDATIONS TO BE PER CODE OR HANSON GROUP FOUNDATION GUIDELINES, U.N.O. ON PLAN Garrett Brunell 52600 5851 Cedar Lake Road Suite 202 St. Louis Park, MN 55416 Tel 612-708-3572 www.hansongroupmn.com Homes by Tradition 16972 Brandtjen Farm Drive Lakeville, MN 55044 PROVIDE FULL HEIGHT FOUNDATION WALL FOR A MINIMUM OF 5'-0" FROM FRONT OF RETAINING WALL 2/S1 SLAB-ON-GRADE WALL SECTION 2 S1 REAR SCREEN PATIO RETAINING WALL 6'-0"3'-4"8'-10" ± MAX.2"3"2'-2" DRAIN TILE BY OTHERS (4) #4 LONGITUDINAL BARS AT TOP OF FOOTING, EVENLY SPACED #4 HORIZ. BARS @ 24" O.C. 10" C.I.P. CONCRETE WALL VERTICAL BAR OPTIONS: #5 BARS @ 6" O.C. OR #6 BARS @ 9" O.C.2" TO VERT. BARS & HOOKS #4 BARS @ END & BEND OF HOOK 6'-8" HOOK OPTIONS: #5 HOOKS @ 6" O.C. OR #6 HOOKS @ 9" O.C. 12" THICK C.I.P. CONCRETE FOOTING 2'-8" BACKFILL w/ 100% GRANULAR AS SHOWN 2 1 TRANSVERSE BARS OPTIONS: #5 BARS @ 18" O.C. OR #6 BARS @ 24" O.C. 2" CONTRACTOR'S OPTION FOR #4 BARS @ 24" O.C. IN EACH DIRECTION TO REDUCE TEMP/SHRINKAGE CRACKS 4'-0"1'-8" ± MAX.5" MIN. THICK PATIO SLAB-ON-GRADE, SEE 1/S1 24" MIN. LAP 18" MIN.EMBED#4 HOOKS @ 24" O.C. #3 BARS IN SLAB @ 24" O.C. ALIGNED w/ HOOKS STANDARD FROST FOUNDATION WALL PER CODE OR HANSON GROUP FOUNDATION GUIDELINES 24" MIN. LAP 18" MIN.EMBED2'-0"2'-0"THICKEN SLAB TO 5", REINFORCE w/ #3 BARS @ 24" O.C. IN LONG DIRECTION, AS SHOWN & PROVIDE #4 x 4'-0" HOOKS SHOWN @ 24" O.C. IN FOUNDATION WALLS AROUND PERIMETER OF REINFORCED SLAB SECTIONS NOTED AND CAST INTO INDICATED PORTION OF SLAB FROST FOUNDATION WALL PER CODE OR HANSON GROUP FOUNDATION GUIDELINES - DROP FOOTING AS REQUIRED FOR FROST PROTECTION THICKEN SLAB TO 5" MIN. - REINFORCE w/ #3 BARS @ 24" O.C. EACH WAY & PROVIDE #4 HOOKS SHOWN @ 24" O.C. IN FOUNDATION WALLS AROUND PERIMETER OF REINFORCED SLAB SECTIONS NOTED AND CAST INTO INDICATED PORTION OF SLAB CONCRETE PAD FOOTING SCHEDULE MARK FOOTING SIZE REINFORCEMENT EACH WAY F1 2'-0" x 2'-0" x 8"NONE F2-OPTION 1 2'-6" x 2'-6" x 12"NONE F2-OPTION 2 2'-6" x 2'-6" x 8"#5 BARS @ 12" O.C. F3 3'-0" x 3'-0" x 12"#5 BARS @ 12" O.C. F4 3'-6" x 3'-6" x 12"#5 BARS @ 12" O.C. F5 4'-0" x 4'-0" x 12"#5 BARS @ 12" O.C. LOCATE REINFORCEMENT 3" FROM THE BOTTOM OF FOOTING 20"x8" CONCRETE FOOTINGS UNDER ALL FOUNDATION WALLS, TYP F1 F4 20"x8" CONCRETE FOOTINGS UNDER INTERIOR BEARING AND STAIR FOUNDATION WALLS, TYP F3 F2 F2 F2 F2 F2 F2 F4 F5 F5 4'-0"SITE RETAINING WALLS BY OTHERS, TYP. 2'-0" MAX HIGH GRADE (UNBALANCED FILL ABOVE GARAGE SLAB-ON-GRADE) ALONG GARAGE FOUNDATION WALL, TYP. 2'-0" FROST FOUNDATION WALL PER CODE OR HANSON GROUP FOUNDATION GUIDELINES OPTIONAL SLAB LEDGE BELOW BY OTHERS DRAWN BYDESCRIPTIONPROJECT #PROJECTISSUERE-ISSUEBUILDER18476 KENRICK AVE SUITE 202LAKEVILLE, MN 55044TEL: 952.428.8200EM: Dave@DavidCharlezDesigns.comD 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 Sa 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 2024. Do not replicate with out permission (952)428-8200. David Charlez Design retains rights to all plans and detail shown.1/25/20242:03:06 PM01 Front PersepctiveHBT - Larson - Bid SetLarson - Lake MarionHomes by Tradition16972 Brandtjen Farm Dr.Lakeville, MN 5504401.25.2024SMM10330 199TH. ST. WLAKEVILLE, MN 55044L A R S O N R E S I D E N C E ON THE SHORES OF LAKE MARION 10330 199TH ST. W LAKEVILLE, MN 55044 REVISION SCHEDULENumberDate Issued by S H E E T L I S T Number Name 01 Front Persepctive 02 Rear Perspective 03 Front & Rear Elevations 04 Left & Right Elevations 05 Roof Plan 06 Foundation Plan 07 Foundation & Exterior Details 08 Lower Level 09 Lower Level Structural 10 Lower Level Lighting Plan 11 Main Level 12 Main Level Structural 13 Main Level Lighting Plan 14 Upper Level 15 Upper Level Structural 16 Upper Level Lighting Plan 17 Cross Sections 18 Cross Sections 19 Cross Sections 20 Cross Sections 21 Cross Sections 22 Cross Sections 23 Schedules 24 Square Footage Calculations Grand total: 24 DRAWN BYDESCRIPTIONPROJECT #PROJECTISSUERE-ISSUEBUILDER18476 KENRICK AVE SUITE 202LAKEVILLE, MN 55044TEL: 952.428.8200EM: Dave@DavidCharlezDesigns.comD 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 Sa 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 2024. Do not replicate with out permission (952)428-8200. David Charlez Design retains rights to all plans and detail shown.1/25/20242:03:14 PM02 Rear PerspectiveHBT - Larson - Bid SetLarson - Lake MarionHomes by Tradition16972 Brandtjen Farm Dr.Lakeville, MN 5504401.25.2024SMM10330 199TH. ST. WLAKEVILLE, MN 55044L A R S O N R E S I D E N C E ON THE SHORES OF LAKE MARION 10330 199TH ST. W LAKEVILLE, MN 55044 REVISION SCHEDULENumberDate Issued by First Floor1008.4 Second Floor1020.5 Roof1028.6 Basement997.8 T.O. Footing997.5 B.O. Footing996.8 Top of Foundation1007.5 First Floor Clg.1018.5 Basement Clg.1006.6 Roof Peak1039.7 Garage Floor1005.0 T.O. Garage Foundation1005.5Upper Level Ceiling Height8' - 1 1/8"2' - 0 3/4"Main Level Ceiling Height10' - 1 1/8"1' - 8 3/4"Lower Level Ceiling Height8' - 10"Foundation Wall Height10' - 0"Main Level Window Height9' - 0"Upper Level Window Height7' - 0"Bonus Rm1017.7 Bonus Rm Clg1025.8 Bonus Room Ceiling Height8' - 1 1/8"2' - 9 1/4"6' - 0 3/4"AA A AA AAA A A A B B CCC F DDDD FLOWER BOX BY OTHERS 72"16"19 3 19 3 5/4" x 8" TRIM BD. w/GRADE 5/4" x 8" TRIM BD.5/4" x 8" TRIM BD.5/4" x 10" FRIEZE BD.5/4" x 10" FRIEZE BD.5/4" x 10" FRIEZE BD.5/4" x 8" TRIM BD.5/4" x 8" TRIM BD. 5/4" x 6" TRIM BD. /(SEE 3 A21) BARREL VAULT SECTION 3-1/2" / 12" SHED ROOF 20" / 12" SHED ROOF 1111 1010 3333 32 3131 0707 0606 30 28 05 05 05 09 112113113 0808 3-1/2" STONE CAP 23 3 19 4 2 1/2" 5/4" x 6" TRIM BD.9' - 3 5/8"E 5/4" x 6" TRIM BD.5/4" x 6" TRIM BD.E EE 5/4" x 6" TRIM BD.5/4" x 6" TRIM BD.19 4 194 AA A A A AA A A A A AA BBBB CC D C 5/4" x 8" OVER 5/4" x 12" TIERED TRIM BD. 5/4" x 8" TRIM BD. 5/4" x 8" TRIM BD. 5/4" x 8" TRIM BD.5/4" x 8" TRIM BD. 5/4" x 8" TRIM BD. 5/4" x 6" TRIM BD.5/4" x 6" TRIM BD.5/4" x 10" FRIEZE BD.5/ 4 " x 1 0 " F R I E Z E B D . CC 5/4" x 6" F R I E Z E B D . 193193 NOTE:PROPOSED RETAINING WALL, VERIFY LOCATION AND DESIGN WITH LANDSCAPE DESIGNER AND SURVEYING ENGINEER NOTE:PROPOSED RETAINING WALL & LANDSCAPE STAIRCASE, VERIFY LOCATION AND DESIGN WITH LANDSCAPE DESIGNER AND SURVEYING ENGINEER D 34 1/2"4126 3838373737 36 35 36 34 1714 15 15 14 18 13 16192020 2121 19 13 111 24 0101 002 02 03 04 001 03 04 110 14" / 12" SHED ROOF5/4" x 10" FRIEZE BD.14" / 12" SHED ROOF 5/4" x 12" TRIM BD.8' - 7 3/8"5' - 6 1/2"3' - 9 3/16"5/4" x 6" TRIM BD.41 41A A 5/4" x 8" TRIM BD. 5/4" x 8" TRIM BD. 14" / 12" SHED ROOF A 5/4" x 6" F RI E Z E B D .DRAWN BYDESCRIPTIONPROJECT #PROJECTISSUERE-ISSUEBUILDER18476 KENRICK AVE SUITE 202LAKEVILLE, MN 55044TEL: 952.428.8200EM: Dave@DavidCharlezDesigns.comD 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 Sa 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 2024. Do not replicate with out permission (952)428-8200. David Charlez Design retains rights to all plans and detail shown.1/25/20242:03:22 PM03 Front & Rear ElevationsHBT - Larson - Bid SetLarson - Lake MarionHomes by Tradition16972 Brandtjen Farm Dr.Lakeville, MN 5504401.25.2024SMM10330 199TH. ST. WLAKEVILLE, MN 55044STONE ATTACHMENT 1. VERIFY COMPLIANCE WITH INSPECTOR WHEN PAPER IS COMPLETE IN ONE WINDOW AREA. 2. WEATHER RESISTIVE BARRIERS:INCLUDE 2 LAYERS OF GRADE D PAPER WITH WEATHER RESISITVE BARRIERS OVER WOOD BASED SHEATHING. 15 OR 15# IS NOT GRADE D PAPER. LAP VERTICAL JOINTS IN PAPER AT LEAST 2 INCHES. 3. EXTERIOR OPENINGS FLASHED:FLASH ALL EXTERIOR OPENINGS. THE NAILING FLANGE ON WINDOWS WILL NOT BE ACCEPTED FOR FLASHING UNLESS THE MANUFACTURERS INSULATION INSTRUCTIONS ARE PROVIDED ON SITE STATING THE FLANGE IS ACCEPTABLE AS FLASHING. 4. WINDOW FLANGES:INSTALL PAPER ON BOTTOM AND SIDES OF WINDOW BEFORE INSTALLING WINDOW. PAPER LOCATED ON TOP OF WINDOW SHALL GO OVER THE WINDOW FLASHING. INSTALL A SECOND LAYER OF PAPER OVER SIDE WINDOW FLANGES. 5. WINDOW OPENINGS:WATERPROOF WINDOW OPENINGS WITH CAULK, TAPE, OR LIKE MATERIAL. ALL OTHER OPENINGS MUST BE WATERPROOFED WITH CAULK, TAPE, OR LIKE MATERIAL. 6. PAPER ENTIRE WALL:BUILDING PAPER MUST BE INSTALLED ON ALL EXTERIOR WALLS INCLUDING WITHIN THE SOFFIT. INSTALL PAPER IN SHINGLE FASHION TO ENSURE PROPER WATER DRAINIAGE. 7. FLASHING:AT ALL WALL/ROOF INTERSECTIONS WHERE ROOF LINE DOES NOT EXTEND PAST WALL, KICKOUT FLASHING IS REQUIRED. ALL OTHER OPENINGS MUST BE FLASHED TO ENSURE PROPER WATERPROOFING. 8. WEEP SCREED:PROVIDE A CORROSION RESISTANT WEEP SCREED WITH A MINIMUM VERTICAL ATTACHMENT FLANGE OF 3-1/2" AT OR BELOW THE FOUNDATION PLATE. TO ENSURE TRAPPED WATER HAS PROPER DRAINAGE TO EXTERIOR, SCREED SHALL BE A TYPE THAT ALLOWS FOR DRAINAGE AND MUST BE PLACED A MINIMUM OF 4" ABOVE EARTH OR 2" ABOVE CONCRETE. PLACE WEEP SCREEDS JUST BELOW PLATE LINE. IF PAPER HAS BEEN INSTALLED ON FOUNDATION, EXTEND WEEP SCREED ONTO FOUNDATION. ALL STONE MUST NOT EXTEND BELOW, BUT MUST COVER, ALL LATH AND PAPER. DAVID CHARLEZ DESIGNS DOES NOT ACCEPT ANY RESPONSIBILITY FOR STONE INSTALLATION OR WATERPROOFING TECHNIQUES. REFER TO MANUFACTURER AND INSTALLERS FOR PREFERRED INSTALLATION METHODS WHICH WILL DIFFER FROM WHAT IS SHOWN. FOUNDATION WALL HEIGHTS ARE SUBJECT TO CHANGE DUE TO GRADE AND SITE CONDITIONS. ALL FOUNDATION WALL HEIGHTS MUST BE VERIFIED ON SITE BY THE CONTRACTOR AND SITE SURVEYOR PRIOR TO CONSTRUCTION. FOUNDATION CONTRACTOR WILL STEP FOUNDATION WALLS AS NECESSARY TO MAINTAIN PROPER FROST PROTECTION (42" BELOW GRADE) IN ACCORDANCE TO CURRENT MINNESOTA CODE, REGULATIONS, AND ZONING. FOUNDATION WALLS DISCLOSURE: 1/4" = 1'-0" 2Rear Elevation TYPICAL EXTERIOR MATERIALS ASPHALT SHINGLES W/ NATURAL SHADOW ARCHITECTURAL GRADE 7" EXPOSURE LP SMARTSIDE SHAKE STRAIGHT PER ELEVATION LP SMARTSIDE BOARD & 3" BATTEN PER ELEVATION(BATTENS @ 16" O.C.) LP SMARTSIDE PANEL SMOOTH PER ELEVATION 2" STONE VENEER PER ELEVATION SEE DETAIL PG 07 LP SMARTSIDE T&G SHIPLAP SIDING PER ELEVATION LP SMARTSIDE BOARD & 6" BATTEN PER ELEVATION(BATTENS @ 16" O.C.) INSTALL KICK OUT FLASHING & TWO MEMBRANE TAR PAPER BACKING IN ALL STONE AREAS 5/4" x 6" LP WINDOW & DOOR WRAPS PER ELEVATION SERIES 199 METAL CORNERS PER ELEVATION STANDING SEAMED METAL ROOF PER ELEVATION(DOUBLE LOCK) 4/4" x 4" ON 4/4" x 10" LP FASCIA PER ELEVATION LP VENTED SOFFITS PER ELEVATION EXTERIOR WINDOW COLOR TO BE BLACK PER ELEVATION HOUSE WRAP AND/OR TAR PAPER IN PROPER FORM ON ENTIRE EXTERIOR B C D A SEE "TYPICAL EXTERIOR MATERIALS" FOR ALL CLADDING SHOWN SEE PAGE 24A FOR SQUARE FOOTAGE CALCULATIONS METAL FASCIAS AND ROOFS HAVE THE TENDENCY TO OIL CAN UNDER CERTAIN WEATHER CONDITIONS. CONSULT CONTRACTOR FOR METAL GAUGE THICKNESS OPTIONS TO REDUCE WEATHER RELATED CONCERNS (BUBBLING, WARPING, ETC.) GENERAL CONTRACTOR TO ENSURE THAT ALL ROOF PENETRATIONS (VENT PIPES, EXHAUST FANS, FURNACE/AC PIPES, ETC) ARE PLACED IN INCONSPICUOUS LOCATIONS ON ROOF TO MINIMIZE THE SIGHT OF PENETRATIONS FROM MAIN ARCHITECTURAL VIEWS OF HOME. DAVID CHARLEZ DESIGNS RECOMMENDS MASONRY CONCRETE LEDGES FOR ALL EXTERIOR MASONRY CLADDING PRODUCTS. WHEN MASONRY CONCRETE LEDGES ARE NOT PROVIDED PER GENERAL CONTRACTOR ’S REQUEST, DAVID CHARLEZ DESIGNS DOES NOT ACCEPT RESPONSIBILITY FOR ANY EXTERIOR MASONRY CLADDING FAILURES. elevation notes: 1/4" = 1'-0" 3 Rear Elevation - Garage E F REVISION SCHEDULENumberDate Issued by 2- A23 2- A23 2- A23 2- A23 2- A23 2- A23 2- A23 2- A23 5x5 PSL Trimmer 5x5 PSL Trimmer Girder Truss Tall Wall - Primary Suite Member Name Results (Max UTIL %) Current Solution Studs Passed (36% B/C)1 piece(s) 2 x 6 SPF No.1/No.2 @ 16" OC Window (W)Passed (58% ΔTₗₐₜ)1 piece(s) 3 1/2" x 5 1/2" 1.3E TimberStrand® LSL (Plank) Columns Passed (92% B/C)2 piece(s) 2 x 6 SPF No.1/No.2 Tall Wall - Stairs Member NameResults (Max UTIL %) Current Solution StudsPassed (100% ΔTₗₐₜ)2 piece(s) 1 1/2" x 5 1/2" 1.3E TimberStrand® LSL @ 16" OC Upper WindowPassed (86% ΔT)1 piece(s) 3 1/2" x 5 1/2" 1.3E TimberStrand® LSL (Plank) Lower WindowPassed (34% ΔT)1 piece(s) 3 1/2" x 5 1/2" 1.3E TimberStrand® LSL (Plank) ColumnsPassed (102% ΔTₗₐₜ)1 piece(s) 5 1/4" x 7" 1.8E Parallam® PSL (Plank) Tall Wall - Foyer Member NameResults (Max UTIL %) Current Solution Upper WindowPassed (84% R)1 piece(s) 5 1/4" x 7" 1.8E Parallam® PSL Lower DoorPassed (88% R)1 piece(s) 5 1/4" x 5 1/4" 1.8E Parallam® PSL ColumnsPassed (85% ΔTₗₐₜ)1 piece(s) 5 1/4" x 7" 1.8E Parallam® PSL (Plank) 1/4" = 1'-0" 1Front Elevation A A A A A A A A AA A A A A B B B5/4" x 10" FRIEZE BD.5/4" x 10" FRIEZE BD.7' - 7 3/4"194 19 3 D D D72 3/4"33 1/4"5/4" x 10 " F R I E Z E B D . 20" / 12" SHED ROOF E E 5/4" x 8" TRIM BD. 5/4" x 8" TRIM BD. 5/4" x 6" TRIM BD . 5/4" x 8" OVER 5/4" x 12" TIERED TRIM BD. C F 5/4" x 8" TRIM BD. C 193 C 5/4" x 8" TRIM BD. NOTE: PROPOSED RETAINING WALL, VERIFY LOCATION AND DESIGN WITH LANDSCAPE DESIGNER AND SURVEYING ENGINEER 109 1212 10 10 1111 29 27 27 102 101 3-1/2" STONE CAP 5/4" x 6" TRIM BD.5/4" x 6" TRIM BD.5/4" x 6" TRIM BD.13' - 6" 5/4" x 6" TRIM BD. AA A AA A A A A A D5/4" x 10" FRIEZE BD.5/4" x 8" TRIM BD. NOTE:PROPOSED RETAINING WALL, VERIFY LOCATION AND DESIGN WITH LANDSCAPE DESIGNER AND SURVEYING ENGINEER 5/4" x 8" TRIM BD. 5/4" x 8" TRIM BD. 5/4" x 8" TRIM BD. 5/4" x 8" TRIM BD. 5/4" x 12" TRIM BD. 193 19 3 C C5/4" x 10" FRIEZE BD.2727 0505 4040 39 23 24 25 104 A D C 14" / 12" SHED ROOF 5/4" x 12" TRIM BD. 5/ 4 " x 1 0 " F R I E Z E B D . 193 DRAWN BYDESCRIPTIONPROJECT #PROJECTISSUERE-ISSUEBUILDER18476 KENRICK AVE SUITE 202LAKEVILLE, MN 55044TEL: 952.428.8200EM: Dave@DavidCharlezDesigns.comD 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 Sa 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 2024. Do not replicate with out permission (952)428-8200. David Charlez Design retains rights to all plans and detail shown.1/25/20242:03:30 PM04 Left & Right ElevationsHBT - Larson - Bid SetLarson - Lake MarionHomes by Tradition16972 Brandtjen Farm Dr.Lakeville, MN 5504401.25.2024SMM10330 199TH. ST. WLAKEVILLE, MN 55044 1/4" = 1'-0" 1Left Elevation 1/4" = 1'-0" 2Right Elevation STONE ATTACHMENT 1. VERIFY COMPLIANCE WITH INSPECTOR WHEN PAPER IS COMPLETE IN ONE WINDOW AREA. 2. WEATHER RESISTIVE BARRIERS:INCLUDE 2 LAYERS OF GRADE D PAPER WITH WEATHER RESISITVE BARRIERS OVER WOOD BASED SHEATHING. 15 OR 15# IS NOT GRADE D PAPER. LAP VERTICAL JOINTS IN PAPER AT LEAST 2 INCHES. 3. EXTERIOR OPENINGS FLASHED:FLASH ALL EXTERIOR OPENINGS. THE NAILING FLANGE ON WINDOWS WILL NOT BE ACCEPTED FOR FLASHING UNLESS THE MANUFACTURERS INSULATION INSTRUCTIONS ARE PROVIDED ON SITE STATING THE FLANGE IS ACCEPTABLE AS FLASHING. 4. WINDOW FLANGES:INSTALL PAPER ON BOTTOM AND SIDES OF WINDOW BEFORE INSTALLING WINDOW. PAPER LOCATED ON TOP OF WINDOW SHALL GO OVER THE WINDOW FLASHING. INSTALL A SECOND LAYER OF PAPER OVER SIDE WINDOW FLANGES. 5. WINDOW OPENINGS:WATERPROOF WINDOW OPENINGS WITH CAULK, TAPE, OR LIKE MATERIAL. ALL OTHER OPENINGS MUST BE WATERPROOFED WITH CAULK, TAPE, OR LIKE MATERIAL. 6. PAPER ENTIRE WALL:BUILDING PAPER MUST BE INSTALLED ON ALL EXTERIOR WALLS INCLUDING WITHIN THE SOFFIT. INSTALL PAPER IN SHINGLE FASHION TO ENSURE PROPER WATER DRAINIAGE. 7. FLASHING:AT ALL WALL/ROOF INTERSECTIONS WHERE ROOF LINE DOES NOT EXTEND PAST WALL, KICKOUT FLASHING IS REQUIRED. ALL OTHER OPENINGS MUST BE FLASHED TO ENSURE PROPER WATERPROOFING. 8. WEEP SCREED:PROVIDE A CORROSION RESISTANT WEEP SCREED WITH A MINIMUM VERTICAL ATTACHMENT FLANGE OF 3-1/2" AT OR BELOW THE FOUNDATION PLATE. TO ENSURE TRAPPED WATER HAS PROPER DRAINAGE TO EXTERIOR, SCREED SHALL BE A TYPE THAT ALLOWS FOR DRAINAGE AND MUST BE PLACED A MINIMUM OF 4" ABOVE EARTH OR 2" ABOVE CONCRETE. PLACE WEEP SCREEDS JUST BELOW PLATE LINE. IF PAPER HAS BEEN INSTALLED ON FOUNDATION, EXTEND WEEP SCREED ONTO FOUNDATION. ALL STONE MUST NOT EXTEND BELOW, BUT MUST COVER, ALL LATH AND PAPER. DAVID CHARLEZ DESIGNS DOES NOT ACCEPT ANY RESPONSIBILITY FOR STONE INSTALLATION OR WATERPROOFING TECHNIQUES. REFER TO MANUFACTURER AND INSTALLERS FOR PREFERRED INSTALLATION METHODS WHICH WILL DIFFER FROM WHAT IS SHOWN. FOUNDATION WALL HEIGHTS ARE SUBJECT TO CHANGE DUE TO GRADE AND SITE CONDITIONS. ALL FOUNDATION WALL HEIGHTS MUST BE VERIFIED ON SITE BY THE CONTRACTOR AND SITE SURVEYOR PRIOR TO CONSTRUCTION. FOUNDATION CONTRACTOR WILL STEP FOUNDATION WALLS AS NECESSARY TO MAINTAIN PROPER FROST PROTECTION (42" BELOW GRADE) IN ACCORDANCE TO CURRENT MINNESOTA CODE, REGULATIONS, AND ZONING. FOUNDATION WALLS DISCLOSURE: TYPICAL EXTERIOR MATERIALS ASPHALT SHINGLES W/ NATURAL SHADOW ARCHITECTURAL GRADE 7" EXPOSURE LP SMARTSIDE SHAKE STRAIGHT PER ELEVATION LP SMARTSIDE BOARD & 3" BATTEN PER ELEVATION(BATTENS @ 16" O.C.) LP SMARTSIDE PANEL SMOOTH PER ELEVATION 2" STONE VENEER PER ELEVATION SEE DETAIL PG 07 LP SMARTSIDE T&G SHIPLAP SIDING PER ELEVATION LP SMARTSIDE BOARD & 6" BATTEN PER ELEVATION(BATTENS @ 16" O.C.) INSTALL KICK OUT FLASHING & TWO MEMBRANE TAR PAPER BACKING IN ALL STONE AREAS 5/4" x 6" LP WINDOW & DOOR WRAPS PER ELEVATION SERIES 199 METAL CORNERS PER ELEVATION STANDING SEAMED METAL ROOF PER ELEVATION(DOUBLE LOCK) 4/4" x 4" ON 4/4" x 10" LP FASCIA PER ELEVATION LP VENTED SOFFITS PER ELEVATION EXTERIOR WINDOW COLOR TO BE BLACK PER ELEVATION HOUSE WRAP AND/OR TAR PAPER IN PROPER FORM ON ENTIRE EXTERIOR B C D A SEE "TYPICAL EXTERIOR MATERIALS" FOR ALL CLADDING SHOWN SEE PAGE 24A FOR SQUARE FOOTAGE CALCULATIONS METAL FASCIAS AND ROOFS HAVE THE TENDENCY TO OIL CAN UNDER CERTAIN WEATHER CONDITIONS. CONSULT CONTRACTOR FOR METAL GAUGE THICKNESS OPTIONS TO REDUCE WEATHER RELATED CONCERNS (BUBBLING, WARPING, ETC.) GENERAL CONTRACTOR TO ENSURE THAT ALL ROOF PENETRATIONS (VENT PIPES, EXHAUST FANS, FURNACE/AC PIPES, ETC) ARE PLACED IN INCONSPICUOUS LOCATIONS ON ROOF TO MINIMIZE THE SIGHT OF PENETRATIONS FROM MAIN ARCHITECTURAL VIEWS OF HOME. DAVID CHARLEZ DESIGNS RECOMMENDS MASONRY CONCRETE LEDGES FOR ALL EXTERIOR MASONRY CLADDING PRODUCTS. WHEN MASONRY CONCRETE LEDGES ARE NOT PROVIDED PER GENERAL CONTRACTOR ’S REQUEST, DAVID CHARLEZ DESIGNS DOES NOT ACCEPT RESPONSIBILITY FOR ANY EXTERIOR MASONRY CLADDING FAILURES. elevation notes: E F 1/4" = 1'-0" 3 Front Elevation - Screen Porch REVISION SCHEDULENumberDate Issued by 10' - 9"10' - 10"9' - 3"5' - 4"26' - 0"11' - 10"32' - 4"8' - 0"4' - 0"32' - 8" MASONRY OPENING 9' - 3"1' - 9" MASONRY OPENING 18' - 3"5' - 8 1/2"2' - 4" 2' - 4" 4' - 0"10' - 10"4"19' - 8"37' - 4"28' - 10"16' - 4"6' - 4" 5' - 6"10' - 0"29' - 8"43' - 2"15' - 6"3' - 4"6' - 2"2"43' - 0"62' - 0"62' - 2"- UNEXCAVATED - - UNEXCAVATED - - UNEX -12' - 8"9' - 4"- UNEX - F8 F7 F10 F13 F4 F1 F9 F9 F10 F1 F2F2 F3 F3 F4 F5 F14 F14 F14F4 F10 F10 F11a F11a F11 ELEVATOR PIT IS DROPPED 12" FOR FUTURE ELEVATOR -10' - 6" -10' - 8" -11' - 6" 2 21 1 21 1 20 1 22 2 19 1 18 3 17 1 17 4 17 2 18 1 19 2 22 2 20 2 17 1 23 3 21 MECH. RM FLOOR 2" BELOW L.L.10"31' - 0"11' - 4"2' - 0"4' - 4"5' - 6" F10 F13 F7 F15 F6 F12 PIER #1 PIER #1 1' - 10"7' - 2"1' - 10"4' - 0"8' - 0" 44' - 2"44' - 8" 88' - 10"2"13' - 2"13' - 4"21' - 4 3/4"3' - 9 1/4"9' - 9 1/2"5' - 4 1/2"20' - 1 1/4"5' - 0 3/4"13' - 0 1/2"10' - 11 1/2"21' - 4 3/4"4' - 6 1/2"6' - 4 1/4"8' - 0 1/2"20' - 7 3/4"4' - 5 1/4"4' - 11 3/4"6' - 9 1/4"12' - 4"21' - 4 3/4"6' - 1 1/4" 4' - 10"7' - 0"14' - 8 1/2"6' - 9"7' - 4 1/2" PFTG #1 PFTG #1PFTG #1 SFTG #2 SFTG #1SFTG #1SFTG #1SFTG #1 45' - 5 1 5 / 1 6 "23' - 1 3/16"- UNEX -TYPICAL SLAB CONSTRUCTION:4" CONCRETE SLAB OVERPOLY/VAPOR BARRIER OVER3/4" CLEAR ROCK 63' - 8 11/16"F5 2" SLAB LEDGE2" SLAB LEDGE 4" LEDGE(INSUL./STONE)2" SLAB LEDGE2" SLAB LEDGE 4" SLAB LEDGE2" SLAB LEDGE 2" STONE LEDGE 2" STONE LEDGE2" STONE LEDGE2" SLAB LEDGE2" LEDGE(INSUL./SLAB)2" LEDGE(INSUL./SLAB)2" SLAB LEDGE4' - 8"8"8"10"8"8" 10"10"8"8" 10"10"8"8"8"8"8"8"8"10"10"10"8"8"8"8"8"8"8"10"10"8"8" 8"8"10" 10" SHWR F.D. W/D F.D. MECH F.D. 2" 14' - 4 3/4" foundation PIER legend: PIER #1 4’-8” x 1’-10” x 3’-6” POURED CONCRETE PIER ON5’-8” x 2’-10” x 12” CONCRETE FOOTING. REBAR PER CODE. ll legend: E WALL w/ 2” EXTERIOR ON 20” x 8” CONCRETE L I E WALL w/ 4” EXTERIOR 2" INSUL.) ON 20” x 8” PER CODE.L II WALL PULLED INTO HOUSE AREAS FOR FLUSHED x 8” CONCRETE FOOTING. L III WALL w/ 2” EXTERIOR SLAB) ON 20” x 8” TION WALL TE WALL PULLED INTO UDS IN AREAS FOR ON) ON 20” x 8” CONCRETE L IV TE WALL PULLED INTO UDS IN AREAS FOR ON) ON 20” x 8” CONCRETE L V E WALL w/ 2” EXTERIOR & 2” INTERIOR LEDGE (1” x 8” CONCRETE FOOTING. WALL PULLED INTO HOUSE AREAS w/ SLOPING GRADE CATION) ON 20” x 8” TION WALL III WALL w/ 2" STONE LEDGE NG. REBAR PER CODE. WALL ON 20” x 8” PER CODE.NDATION WALL WALL w/ 2” INTERIOR 0” x 8” CONCRETE FOOTING. L I WALL ON 20” x 8” PER CODE.L II RETE WALL PULLED INTO UDS IN AREAS w/ SLOPING G APPLICATION) ON REBAR PER CODE.TION WALL III TE WALL ON REBAR PER CODE.OUNDATION WALL WALL ON REBAR PER CODE.UNDATION WALL RETE WALL ON 20” x 8” PER CODE.NDATION WALL concrete pad footing legend FTG #1 36”x36”x12” POURED CONCRETE PAD FOOTINGREBAR PER CODE footing legend BCRETE FOOTING. REBAR BCRETE FOOTING. REBAR DRAWN BYDESCRIPTIONPROJECT #PROJECTISSUERE-ISSUEBUILDER18476 KENRICK AVE SUITE 202LAKEVILLE, MN 55044TEL: 952.428.8200EM: Dave@DavidCharlezDesigns.comD 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 Sa 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 ome. 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 2024. Do not replicate with out permission (952)428-8200. David 1/25/20242:03:38 PM06 Foundation PlanHBT - Larson - Bid SetLarson - Lake MarionHomes by Tradition16972 Brandtjen Farm Dr.Lakeville, MN 5504401.25.2024SMM10330 199TH. ST. WLAKEVILLE, MN 55044 1/4" = 1'-0" 1Foundation Plan CRETE TO FACE OF CONCRETE CRETE. ALL WALLS, FOOTINGS, ED BY CODE AND A LICENSED PULLED INTO HOUSE 2” w/ A AILS LOCATED IN CONSTRUCTION NGS FOR ADDITIONAL DETAILS plan notes: JECT TO NDITIONS. T BE R AND TION. O N (42" URRENT D ZONING. OSURE:REVISION SCHEDULENumberDate Issued by STEPPED FOUDATION STEPPED FOUDATION UP 37' - 4"45' - 2"6' - 4" 4' - 4"16' - 4"14' - 8 1/2"6' - 9"7' - 4 1/2"1' - 10"7' - 2"1' - 10"10' - 9"10' - 10"9' - 3"5' - 4"36' - 2"26' - 0"62' - 2"1' - 8 1/2"9' - 3" M.O.1' - 9"18' - 3" M.O.5' - 8 1/2" 36' - 8"2' - 4" 2' - 4"2"13' - 4"12' - 8"32' - 8"4' - 0"8' - 0"32' - 2" 36' - 8"40' - 2"12' - 0" 88' - 10"4"19' - 8"4' - 0"8' - 0"19"6' - 2"9' - 4"9' - 4"12' - 8"10" 15' - 6"2"10' - 10 1/2"12' - 0 3/8"5' - 6 7/8"7' - 6 3/4"6' - 1 1/2"16' - 2"2"5 1/2"5 1/2"42' - 4"16' - 4"58' - 8"3' - 4"4' - 4"5' - 8"8' - 5 1/4"5' - 11 1/2"4' - 6 1/2"8' - 5 1/2"12' - 9 1/4" 4' - 9 3/4"10' - 11 1/2"5' - 5 1/2"6' - 7 3/4"6' - 5"5' - 10 1/2" 5' - 5 1/2"3' - 0" 7' - 2 1/2"6' - 7 1/2"7' - 2"7' - 8 3/4"3' - 5 1/4"19' - 10 1/2"5' - 2 1/2"6' - 8 1/2"3' - 4 1/2" 2' - 4 3/4"11' - 7 1/4"5' - 5 1/2"4' - 6 1/2"2' - 10 3/4"22' - 3 1/4"6' - 5 1/2" 3' - 6 1/2"6' - 11 1/4"7' - 0 3/4"12"13"12' - 4" 55 1/2"99"47 3/4"4 1/2" 54 1/4" 55 1/2"77" 12"12"12" 3' - 8"3' - 6 1/2"12"03x72" 96"2-PANEL PATIO DR.00103 02x36" 96"FULL GLS DR00201 01 x30" 84"004x36" 96"C.O.x30" 84"PKT. DR.003x30" 84" 005 x48" 84" FULL GLS DBL.DR 006 x36" 84"007x48" 96"C.O.x54" 96"OP'NGx84" 96"C.O.x190" 96"C.O.FUTURE ELEVATOR STACKED W/Dw/FLOOR DRAIN FURN WH SUMP w/SEALEDCOVER BDRM #4 CPT FLR EXERCISE ROOM RUBBER FLR LAKE BATH TILE FLR MECH. ROOM CONCRETE FLR HALL WD FLR FAMILY ROOM WD FLR WET BAR WD FLR MECH. RM FLOOR 2" BELOW L.L. - UNEXCAVATED - - UNEX - - UNEXCAVATED - - UNEX - COVERED PATIO GREY BRUSHEDw/SAW CUT PATIO GREY BRUSHEDw/SAW CUT STAIRCASE CPT RUNNER x48" 96"DBL. DR.008R&S30" REF.SNKWINE CAB. GAME TABLE 53"36"72"36"BUILT-IN CABINETSBUILT-IN CABINETSGAS F'PL INSTALLED PER MFG SPEC 16" LIN. 42" VANITY BENCH 36"x48"TILESHOWERFAN SD SD/CO SD/CO 2" SLAB LEDGE 4" SLAB LEDGE2" SLAB LEDGE2" SLAB LEDGE4" LEDGE(INSUL./STONE)2" SLAB LEDGE2" STONE LEDGE 2" STONE LEDGE2" STONE LEDGE2x6 WALL12"12"2x6 WALL2x6 BRG WALL 2x4 BRG WALL2x6 BRG WALL2x6 BRG WALLUNDERDECKING SYSTEM(RAINSCAPE OR SIMILAR)LP PANELS 2 21 1 21 1 20 1 22 2 19 1 18 3 17 1 17 4 17 2 18 1 19 2 22 2 20 2 17 204 1 23 3 21 2" SLAB LEDGE NOTE:PROJECT MANAGER TO VERIFY ALL MECHANICAL LOCATIONS NOTE: SOLID BLOCK JOIST SPACES PER CODE NOTE:STEP FOUNDATION WALLS BASED ON SITE CONDITIONS SITE VERIFY GRADE DECK TIES & FASTENERS:PROVIDE METAL TIES AND FASTENERS AS REQ'D BY CODE TYPICAL SLAB CONSTRUCTION: 4" CONCRETE SLAB OVERPOLY/VAPOR BARRIER OVER3/4" CLEAR ROCK OUTLINE OF DECK ABOVE FOUNDATION WALLS FINISH:2" RIGID FP ULTRA LITE PANEL (STUCCO COLOR) INSTALLED TO FOLLOW GRADE WALKOUT & GARAGE/HOUSE COMMON WALLS INSULATION:2" RIGID FOAM ON INSIDE OF WALKOUT FOUNDATION WALL w/ 1" THERMAX AT LEDGE TO ACCEPT SLAB FOUNDATION WALL EXT. INSULATION:2-3/8" TREMCO ENERGY BOARD ON EXTERIOR SIDE OF FOUDATION LIVING AREA BELOW GRADE2" CERTISTUD ON FOUNDATION SIDES ABOVE GRADE READY FOR SIDING APPLICATION INTERIOR THERMAL WALL:(EXPOSED WALLS ONLY)1" FOUNDATION INSULATION (R-5)2X4 STUDS @ 24" O.C.2X4 TREATED PLATE1/2" GYP. BRD. INTERIOR THERMAL WALL:(UNEXPOSED WALLS ONLY)1" AIRSPACE2X4 STUDS @ 24" O.C.2X4 TREATED PLATE1/2" GYP. BRD. EXTERIOR THERMAL WALL:2" FOUNDATION INSULATION SYSTEM (R-10) APPLIED TO EXTERIORPROVIDE FLASHING 2" NOTE: OPT. FLOOR OUTLETS FOR EXERCISE EQUIPMENT (VERIFY & DETERMINE LOCATIONS) NOTE: PROVIDE BACKING IN EXERCISE RM WALL FOR EQUIPMENT 6' - 7 1/4"F.D. 11 1/4"11 1/4"11 1/4"11 1/4" 11 1/4"11 1/4"COUNTER TOP4' - 1 1/2"3' - 0 3/4" 1/4" = 1'-0" 1Lower Level WINDOW NOTE:GENERIC WINDOWS ARE CALLED OUT BY WINDOW FRAME SIZE IN INCHES. EXTERIOR WINDOW COLOR TO BE BLACK PER ELEVATION. WINDOW MANUFACTURER TO SPECIFY CLOSEST MATCHING SIZES & VERIFY EGRESS COMPLIANCE AND PROVIDE WINDOW SCHEDULE WITH ROUGH OPENINGS. WINDOW & DOOR HEADERS TO BE 2)2x10 UNLESS NOTED (PER MFG. SPECS.) STRUCTURAL NOTE:BEAM SIZES & ALL STRUCTURAL CONSIDERATIONS SPECIFIED ON THIS SET OF PLANS MUST BE REVIEWED BY THE FLOOR SYSTEM DESIGNER OR BY A STRUCTURAL ENGINEER AND CONFIRMED TO BE STRUCTURALLY SOUND. BASED ON THAT REVIEW IF THERE ARE ANY CHANGES OR ADDED BEAM SIZES, LOCATION , ETC. THESE CHANGES MUST BE BROUGHT TO THE GENERAL CONTRACTORS ATTENTION:DRAWN BYDESCRIPTIONPROJECT #PROJECTISSUERE-ISSUEBUILDER18476 KENRICK AVE SUITE 202LAKEVILLE, MN 55044TEL: 952.428.8200EM: Dave@DavidCharlezDesigns.comD 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 Sa 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 2024. Do not replicate with out permission (952)428-8200. David Charlez Design retains rights to all plans and detail shown.1/25/20242:03:42 PM08 Lower LevelHBT - Larson - Bid SetLarson - Lake MarionHomes by Tradition16972 Brandtjen Farm Dr.Lakeville, MN 5504401.25.2024SMM10330 199TH. ST. WLAKEVILLE, MN 55044DIMENSIONS ARE FROM FACE OF CONCRETE & FACE OF SHEATHING TO CENTER OF STUD. FLOOR TRUSSES ARE CALLED OUT AT 19.2" O.C.FLOOR SYSTEM DESIGNER VERIFY SPACING ANDADJUST AS ALLOWED BY SPANS CEILING HEIGHT @ 8'-10" UNLESS NOTEDSET WINDOW HEADERS FLUSH INTO FLOOR SYSTEMT.O. WINDOW FRAMES SET @ 96" FROM FLOOR UNLESS NOTED LOWER LEVEL NOTES:REVISION SCHEDULENumberDate Issued by UP FAMILY ROOM PATIO COVERED PATIO BDRM #4 EXERCISE ROOM MECH. ROOM WET BAR - UNEXCAVATED - - UNEX - - UNEXCAVATED - - UNEX - 2" SLAB LEDGE 4" SLAB LEDGE2" SLAB LEDGE2" SLAB LEDGE4" LEDGE(INSUL./STONE)2" SLAB LEDGE2" STONE LEDGE 2" STONE LEDGE2" STONE LEDGEKITCHEN ISLAND ABOVE 2x12 JOISTS@ 16" O.C. 2x12 JOISTS@ 16" O.C. 2x6 BRG WALL 2x6 BRG WALL2x6 BRG WALL2x6 BRG WALL 2 21 1 21 1 20 1 22 2 19 1 18 3 17 1 17 4 17 2 18 1 19 2 22 2 20 2 17 BEAM OR ST'L B'M DROPPED PER MFG. SPEC. SET B.O. B'M @ 97 1/2"F ROM L.L.BEAM FLUSH PER MFG. SPEC.BEAM DROPPED PER MFG. SPEC. BEAM FLUSH PER MFG. SPEC.BEAM FLUSH PER MFG. SPEC.BEAM FLUSH PER MFG. SPEC.BEAM FLUSH PER MFG. SPEC.BEAM FLUSH PER MFG. SPEC.BEAM FLUSH PER MFG. SPEC. 1 23 3 21 DECK TIES & FASTENERS:PROVIDE METAL TIES AND FASTENERS AS REQ'D BY CODE NOTE:STEP FOUNDATION WALLS BASED ON SITE CONDITIONS SITE VERIFY GRADE BEARING POINT TO REST ON BEAM BELOWBRG5 1/2"BRG5 1/2"5-1/2" SPACING:1/2" ROUGH OP'NG3)2x STUDS OR LVL'S1/2" ROUGH OP'NG HVAC CHASE2x10 JOISTS@ 16" O.C.WINDOW HDR. PER MFG. SPEC.WINDOW HDR. PER MFG. SPEC.DOOR HDR. PER MFG. SPEC.WINDOW HDR. PER MFG. SPEC.20" FLOOR TRUSSES @ 19.2" O.C. 20" FLOOR TRUSSES @ 19.2" O.C. 20" FLOOR TRUSSES @ 19.2" O.C. 20" FLOOR TRUSSES @ 19.2" O.C. 20" FLOOR TRUSSES @ 19.2" O.C. STAIRCASE LAKE BATHBEAM DROPPED PER MFG. SPEC.DRAWN BYDESCRIPTIONPROJECT #PROJECTISSUERE-ISSUEBUILDER18476 KENRICK AVE SUITE 202LAKEVILLE, MN 55044TEL: 952.428.8200EM: Dave@DavidCharlezDesigns.comD 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 Sa ls 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 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 2024. Do not replicate with out permission (952)428-8200. David ghts to all plans and detail shown.1/25/20242:03:44 PM09 Lower Level StructuralHBT - Larson - Bid SetLarson - Lake MarionHomes by Tradition16972 Brandtjen Farm Dr.Lakeville, MN 5504401.25.2024SMM10330 199TH. ST. WLAKEVILLE, MN 550444" = 1'-0" ower Level Structural L STRUCTURAL PLAN. DERS, AND GIRDER TRUSSES SHOWN MUST BE DETERMINED BY A LICENSED STRUCTURAL ENGINEER. CTURAL DOCUMENTS PROVIDED BY ENGINEER FOR S, SIZES, AND SPECS. RDER TRUSSES SHOWN ARE ASSUMED LOCATIONS. NOT GIRDERS MAY BE SHOWN. TRUSS MANUFACTURER TO AL LOCATIONS OF GIRDER TRUSSES. ADERS TO ALLOW FOR HVAC RUNS THROUGHOUT OME. AMED WALLS ARE 2X6 BEARING WALLS UNLESS NOTED S ARE CALLED OUT AT 19.2” O.C. DESIGNER TO VERIFY SPACING AND ADJUST AS ANS @ 8'-10" UNLESS NOTEDEADERS FLUSH INTO FLOOR SYSTEMAMES SET @ 96" FROM FLOOR UNLESS NOTED REVISION SCHEDULENumberDate Issued by Header Spans: Up to 4' 11" = 1 Trimmer 5' 0" and Larger = 2 Trimmers *** Unless Noted Otherwise *** Floor Girder to support point load above + 4-2x6 4 Trimmers 3-2x10 Floor Girder 3-2x12 Trtd. 3-2x12 Trtd. 3-2x6 2-2x10 Cont. Beam Pocket W10x68 Steel Beam (10.4" deep by 10.1" wide) 5x9 PSL No Plates3-2x10 LUS2102 HUC2103 3-2x6 2-9 1/2" LSL 2-2x6 2-9 1/2" LSL w/ 2 Trimmers 2-9 1/2" LSL Cont. 2-2x10 2-9 1/2" LSL 2 Trimmers 2-9 1/2" LSL UP DN DN DN 2 23 6' - 6"15' - 6"15' - 6"3' - 9"22' - 3"3' - 0"5' - 0"6' - 0"5' - 0"4' - 6"2' - 0" 37' - 6"29' - 0"16' - 0" 82' - 6"6' - 6"13' - 0"13' - 0"5 1/2"5 1/2"10' - 9"1' - 6"7' - 6"1' - 6" 4' - 0"5' - 3"21' - 3"9' - 3"5' - 6"26' - 0"62' - 0"6' - 1 1/2"9' - 10 1/2"4' - 0"20' - 0"5' - 3"5' - 3"3"OUTLINE OF FOUNDATION WALL 3' - 7 3/4"14' - 2 1/2"8' - 7 1/2"5' - 6 1/4"2' - 0"4' - 6"4' - 6"2' - 0"9' - 0"9' - 0"2' - 0"4' - 0" 3' - 6 1/2"1' - 11 1/2" 5' - 6" 37' - 0"8' - 0"32' - 0" 77' - 0"12' - 0" 8' - 0" 2' - 0" 12"6"90" 8' - 0"11' - 0 1/2"9' - 5 1/2"4' - 9"10' - 11 1/2"6' - 3 1/2"8' - 0"8' - 0"20' - 6"22' - 0"16' - 0"3' - 6"3' - 0"3' - 6"6' - 6"62' - 0"9' - 0"12' - 6"4' - 6 1/2"4' - 2"13' - 6"5' - 11 1/2"4' - 9 3/4"10' - 5 3/4"10' - 9" 29 1/2"2' - 0" 5' - 6 1/4"5' - 3"21' - 2 3/4"12"12"5 1/2"12"12" 11' - 2 3/4"4' - 6 1/2" 5' - 11 1/2"8' - 3 1/4" 6' - 1 1/4"6' - 1 1/2"4' - 6 1/2"45"48" 24" 47 1/2"102"47 1/2" 13"55 1/2"99"4' - 6 1/4"4 1/2" 4' - 6 1/4"11' - 6"8' - 6 1/2"18' - 4 1/2"2' - 4" 1' - 11 3/4" 6' - 9 1/4" 6' - 11 1/4"7' - 7 1/2"6' - 8"28 1/4"8' - 10 1/4"4' - 10 3/4" 4' - 11 3/4"6' - 0 1/2" 4' - 5 1/2" 2' - 3 1/4" 6' - 6" 24 3/4"49 1/4"5' - 3 1/4"5' - 5 1/2"5' - 3 1/4"24 3/4"5 1/2"5 1/2"SCREEN PATIO GREY BRUSHEDCONCRETE w/SAWCUT PANTRY / OFFICE WD FLR KITCHEN WOOD FLR GREAT ROOM WOOD FLR MUSIC ROOM WOOD FLR GARAGE CONCRETE FLR MUD ROOM TILE FLR W.I.C. TILE FLR PDWR BATH WD FLR FOYER WOOD FLOORHALLWAYWOOD FLRDINING ROOM WOOD FLR 17 14 14 24 24 21 1212 11 11 1111 07 07 21 10 10 06 06 20 20 19 19 16 13 13 23 23 1010 18 15 15 22 05 05 05 05 05 09 08 08 25 x36" 96"SCREEN DR. 109 x36" 86"FULL GLS DR 108x36" 86"FULL GLS DR104x36" 80" 103 102 101 x32" 80" 105 x32" 96" 106x36" 96"C.O.x36" 96" PKT. DR. 107 x36" 96"C.O.x216" 108" CASED OP'NG x91" 108"CASED OP'NGx96" 96"CASED OP'NGx36" 96"1124' - 0" 6' - 0"2' - 0"10" x 6" RECLAIMED WD BEAMS10" x 6" RECLAIMED WD BEAMSOPEN TO ABOVE LINE OF CLG HGT CHANGEFRONT PORCHGREY BRUSHEDCONCRETE w/SAWCUT8" BOX VAULT w/10" x 6" RECLAMINED WD B'MS 8" BOX VAULT w/10" x 6" RECLAMINED WD B'MS 10" x 6" RECLAIMED WD BEAMS 10" x 6" RECLAIMED WD BEAMS 10" x 6" RECLAIMED WD BEAMS 10" x 6" RECLAIMED WD BEAMS DWSNK48" RANGE w/HOOD VENTOVEN & MIRCO 48" REF.FULL HGT CAB.U.C. REF.U.C. REF.DRY BARSTAIRCASECPT RUNNERANKLE WALL w/ RAILING RAILING EXPOSED TREAD & RISERS R&S FAN36" VANITYDESK48" DROP ZONE CHALK/MAGNET BOARD ABOVE FUTURE ELEVATORRETRACTABLE PHANTOM SCREEN VAULTED CLG. LINE VAULTED CLG. APEX FIXED SCREENFIXED SCREEN FIXED SCREENx96" 86"1112-PANEL PATIO DR.DROP ZONEBENCH & LOCKERSHVACRAILINGGAS FIREPLACE INSTALLED PER MFG SPEC GAS FIREPLACE INSTALLED PER MFG SPEC GARAGE WALLS:INSULATE WALLS & CEILINGS5/8" TYPE-X GYP. BD. & FINISH TAPE ON ALL INTERIOR GARAGE WALLS & CEILINGS ROOMS FLOOR OVER GARAGE:-HEAT DUCT & SEWER WRAPPED & FOAMED-HOLD HEAT DUCT & SEWER TIGHT TO SUBFLOOR-18" BLOWN INSULATION (R-49) TYPICAL SLAB CONSTRUCTION:4" CONCRETE SLAB PITCHED TOWARDS OVERHEAD DOORSSAND BED GRANULAR FILL GARAGE FLOOR:SLOPE GARAGE FLOOR TOWARDS OVERHEAD DOORS SLOPE IN SLAB NOT SHOWN IN CROSS SECTIONS.OUTLINE OF UPPER LEVELOUTLINE OF UPPER LEVEL 2x6 WALL 2x6 WALL 2x6 BRG WALL2x6 BRG WALL2x6 WALL2x6 WALL2x6 BRG WALLBARREL VAULTOUTLINE OF 18"x8" SOFFITSD/CO 18'-0" x 8'-0"OVERHEAD GARAGE DOOR 9'-0" x 8'-0" OVERHEAD GARAGE DOOR OUTLINE OF UPPER LEVEL OUTLINE OF UPPER LEVEL OUTLINE OF UPPER LEVELCANT 2' - 0" DECK COMPOSITEDECKINGMAIN LEVELPATIOGREY BRUSHEDCONCRETE w/SAWCUTHORIZONTAL METAL RAILINGHORIZONTAL METAL RAILING2 21 1 21 1 20 1 22 2 19 1 18 3 17 1 17 4 17 2 18 1 19 2 22 2 20 2 17 T&G PINE CLG. 184 20 6 1 23 3 21 x21" 96"113x21" 96"113x170" 116"110TUB SNK 11 1/4"11 1/4" 11 1/4"11 1/4"11 1/4"11 1/4"4' - 6 1/4" 10' - 0" FULL HGT CAB. FULL HGT CAB. 2x6 WALL BUILT-INSBUILT-INS /(SEE 3 A21)/(SEE 3 A23)18"18"18"18" 1/4" = 1'-0" 1Main Level DRAWN BYDESCRIPTIONPROJECT #PROJECTISSUERE-ISSUEBUILDER18476 KENRICK AVE SUITE 202LAKEVILLE, MN 55044TEL: 952.428.8200EM: Dave@DavidCharlezDesigns.comD 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 Sa tes: 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 t 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 2024. Do not replicate with out permission (952)428-8200. David arlez Design retains rights to all plans and detail shown.1/25/20242:03:48 PM11 Main LevelHBT - Larson - Bid SetLarson - Lake MarionHomes by Tradition16972 Brandtjen Farm Dr.Lakeville, MN 5504401.25.2024SMM10330 199TH. ST. WLAKEVILLE, MN 55044WINDOW FRAME SIZE IN INCHES. EXTERIOR WINDOW COLOR TO BE BLACK PER ELEVATION. WINDOW MANUFACTURER TO SPECIFY CLOSEST MATCHING SIZES & VERIFY EGRESS COMPLIANCE AND PROVIDE WINDOW SCHEDULE WITH ROUGH OPENINGS. WINDOW & DOOR HEADERS TO BE 2)2x10 UNLESS NOTED (PER MFG. SPECS.) STRUCTURAL NOTE:BEAM SIZES & ALL STRUCTURAL CONSIDERATIONS SPECIFIED ON THIS SET OF PLANS MUST BE REVIEWED BY THE FLOOR SYSTEM DESIGNER OR BY A STRUCTURAL ENGINEER AND CONFIRMED TO BE STRUCTURALLY SOUND. BASED ON THAT REVIEW IF THERE ARE ANY CHANGES OR ADDED BEAM SIZES, LOCATION , ETC. THESE CHANGES MUST BE BROUGHT TO THE GENERAL CONTRACTORS ATTENTION: MENSIONS ARE FROM FACE OF SHEATHING TO CENTER OF STUD OOR TRUSSES ARE CALLED OUT AT 19.2" O.C.OOR SYSTEM DESIGNER VERIFY SPACING ANDJUST AS ALLOWED BY SPANS ILING HEIGHT @ 10'-1 1/8" UNLESS NOTEDO. WINDOW FRAMES SET @ 108" FROM FLOOR UNLESS NOTED MAIN LEVEL NOTES:REVISION SCHEDULENumberDate Issued by UP DN DN WINDOW HDR. PER MFG. SPEC.BRG.5 1/2"BRG.5 1/2"WINDOW HDR. PER MFG. SPEC. WINDOW HDR. PER MFG. SPEC. WINDOW HDR. PER MFG. SPEC.WINDOW HDR. PER MFG. SPEC.DOOR HDR. PER MFG. SPEC.WINDOW HDR. PER MFG. SPEC.DOOR HDR. PER MFG. SPEC.DOOR HDR. PER MFG. SPEC.WINDOW HDR. PER MFG. SPEC.WINDOW HDR. PER MFG. SPEC.WINDOW HDR. PER MFG. SPEC.DOOR HDR. PER MFG. SPEC. WINDOW HDR. PER MFG. SPEC.WINDOW HDR. PER MFG. SPEC.WINDOW HDR. PER MFG. SPEC.BRG.5 1/2"BRG.5 1/2"OVERHEAD DOOR HDR. PER MFG. SPEC.OVERHEAD DOOR HDR. PER MFG. SPEC.DOOR HDR. PER MFG. SPEC.OP'NG HDR. PER MFG. SPEC.BEAM DROPPED PER MFG. SPEC. SET B.O. B'M @ 109 1/2" FROM M.L.BEAM DROPPED PER MFG. SPEC. SET B.O. B'M @ 109 1/2" FROM M.L.BEAM OR ST'L B'M FLUSH PER MFG. SPEC.BEAM DROPPED PER MFG. SPEC.BEAM DROPPED PER MFG. SPEC.BEAM DROPPED PER MFG. SPEC.BEAM DROPPED PER MFG. SPEC.BEAM FLUSH PER MFG. SPEC.BEAM DROPPED PER MFG. SPEC.BEAM DROPPED PER MFG. SPEC. BEAM DROPPED PER MFG. SPEC.BEAM FLUSH PER MFG. SPEC.STAIRCASE LANDING BEAM FLUSH PER MFG. SPEC.ROOF TRUSSES @ 24" O.C.ROOF TRUSSES @ 24" O.C.PROPOSED GIRDER TRUSS PER MFG. SPEC.GREAT ROOM MUSIC ROOM FRONT PORCH FOYER DINING ROOM DECK KITCHEN HALLWAY PDWR BATHW.I.C. PANTRY / OFFICE MUD ROOM GARAGE SCREEN PATIO MAIN LEVELPATIO24" FLOOR TRUSSES @ 19.2" O.C. 24" FLOOR TRUSSES @ 19.2" O.C. 24" FLOOR TRUSSES @ 19.2" O.C.24" FLOOR TRUSSES @ 19.2" O.C.SCISSOR ROOF TRUSSES @ 24" O.C.6' - 3"10" 6' - 4" 10" 6' - 3"10" x 6" RECLAIMED WD BEAMS10" x 6" RECLAIMED WD BEAMS10" x 6" RECLAIMED WD BEAMS 10" x 6" RECLAIMED WD BEAMS 6" BOX VAULT 6" BOX VAULT 3' - 0"14' - 6"3' - 0"1' - 6 1/2"10" 4' - 9" 10" 4' - 9" 10" 4' - 9" 10" 2' - 10 1/2" 24" FLOOR TRUSSES @ 19.2" O.C. 24" FLOOR TRUSSES @ 19.2" O.C. SUNKEN SHWR ABOVE 2 21 1 21 1 20 1 22 2 19 1 18 3 17 1 17 4 17 2 18 1 19 2 22 2 20 BEAM FLUSH PER MFG. SPEC.2 17BEAM FLUSH PER MFG. SPEC.1 23 3 21 BEARING POINT TO REST ON BEAM BELOW BEARING POINT TO REST ON BEAM BELOW BEARING POINT TO REST ON BEAM BELOW BEARING POINT TO REST ON BEAM BELOW BEAM FLUSH PER MFG. SPEC. ALLOW FOR HVACBEARING POINT TO REST ON BEAM BELOW 5-1/2" SPACING:1/2" ROUGH OP'NG3)2x STUDS OR LVL'S1/2" ROUGH OP'NG5-1/2" SPACING:1/2" ROUGH OP'NG3)2x STUDS OR LVL'S1/2" ROUGH OP'NG2x10 JOISTS@ 16" O.C.2x6 BRG WALL2x6 BRG WALL 2x6 BRG WALLBEARING POINT TO REST ON BEAM BELOW 4x4 POST FOR GARAGE STAIRCASE24" FLOOR TRUSSES @ 19.2" O.C.DRAWN BYDESCRIPTIONPROJECT #PROJECTISSUERE-ISSUEBUILDER18476 KENRICK AVE SUITE 202LAKEVILLE, MN 55044TEL: 952.428.8200EM: Dave@DavidCharlezDesigns.comD 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 Sa mensions, 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 nsed 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 2024. Do not replicate with out permission (952)428-8200. David esign retains rights to all plans and detail shown.1/25/20242:03:50 PM12 Main Level StructuralHBT - Larson - Bid SetLarson - Lake MarionHomes by Tradition16972 Brandtjen Farm Dr.Lakeville, MN 5504401.25.2024SMM10330 199TH. ST. WLAKEVILLE, MN 55044 1/4" = 1'-0" Main Level Structural REVISION SCHEDULENumberDate Issued by N OFFICAL STRUCTURAL PLAN. AMS, HEADERS, AND GIRDER TRUSSES SHOWN MUST BE IED AND DETERMINED BY A LICENSED STRUCTURAL ENGINEER. TO STRUCTURAL DOCUMENTS PROVIDED BY ENGINEER FOR OCATIONS, SIZES, AND SPECS. FLOOR GIRDER TRUSSES SHOWN ARE APPROXIMATE LOCATIONS. L NECESSARY GIRDERS MAY BE SHOWN. TRUSS MANUFACTURER ERMINE FINAL LOCATIONS OF GIRDER TRUSSES. EAMS/HEADERS TO ALLOW FOR HVAC RUNS THROUGHOUT TY OF HOME. D OUT FRAMED WALLS ARE 2X6 BEARING WALLS UNLESS NOTED TRUSSES ARE CALLED OUT AT 19.2” O.C. SYSTEM DESIGNER TO VERIFY SPACING AND ADJUST AS ED BY SPANS G HEIGHT @ 10'-1 1/8" UNLESS NOTEDNDOW FRAMES SET @ 108" FROM FLOOR UNLESS NOTED Header Spans: Up to 4' 11" = 1 Trimmer 5' 0" and Larger = 2 Trimmers *** Unless Noted Otherwise *** 2-2x6 4-2x6 4-2x6 3-2x6 3-2x6 2-2x6 3-2x6 Floor Girder 2-2x10 2-2x102-2x10 3-2x8 Add floor girder below to support this end of the beam Floor Girder 2-2x10 Cont. Tall Wall See Sheet a03 Tall Wall See Sheet a03 2-14" LVL HUCQ410-SDS 2-9 1/2" LSL 2-9 1/2" LVL 2-2x10 w/ 2 Trimmers 3-2x103-2x10 2-2x10 2-2x10 2-18" LVL 8" HVAC hole allowed here See beam calc for details 3-24" LVL 3-2x62-2x10 GT9 2-2x10 3-2x6 3-2x6 2-2x10 Cont. 2-9 1/2" LSL 2-2x10 w/ 3 Trimmers 2-2x10 3-9 1/2" LVL 2-9 1/2" LSL 2-9 1/2" LSL 2-9 1/2" LSL 2-2x10 w/ 2 Trimmers 2-2x10 2-9 1/2" LSL 3 Trimmers 3-11 7/8" LSL3-20" LVL 5x5 PSL No Plates 5x5 PSL No Plates No beam here X X X X 3-2x10 3-2x10 2-2x10 LUS2103 2-2x10 GT10 DN DN 8' - 6 1/2"14' - 2 1/2"10' - 11 1/2"6' - 9 1/2"2' - 6"40' - 6"6' - 6"12' - 6"62' - 0"4"4"7' - 0"7' - 0" 14' - 0"8' - 0"6' - 0"19' - 6"14' - 6" 62' - 0"6' - 0"6' - 0"4' - 0"4' - 0"5' - 3"5' - 3"4' - 9"2' - 9"4' - 3"5' - 9"12' - 0"8' - 0"10' - 6"5' - 6"36' - 0"26' - 0"7' - 0"15' - 6"3' - 9"20' - 10 1/2"4' - 10 1/2" 29' - 6"10' - 0" 22' - 6"39' - 6" 2' - 0" 8' - 0" 24"24"OUTLINE OF DECK BELOWOUTLINE OF SCREEN PATIO BELOWOUTLINE OF GARAGE BELOWOUTLINE OF FRONT PORCH BELOW7' - 2 1/2"4' - 6 1/4" 3' - 1 1/2" 4' - 5 1/2"6' - 9 1/2"12' - 3"4' - 4 1/2"6' - 9 1/4"16' - 9 3/4"6' - 9 1/2"5' - 1"7' - 2"4' - 7 3/4"11' - 8 3/4"8' - 7 1/2"3' - 7" 4' - 5 1/2"4' - 5 1/2"5' - 0"4' - 6 1/4"6' - 11 3/4"11' - 6"12' - 6"6' - 2 1/4" 2' - 7 1/2" 4' - 8 3/4"5' - 11 1/2"6' - 10 3/4"5' - 5 1/2"12' - 8 3/4"8' - 7"4' - 4 1/2"18' - 9 3/4" 4' - 4"4' - 3"1' - 8 1/4"4' - 0"7' - 0 1/2" 2' - 4 1/2" 2' - 7 1/2"4' - 0" 7' - 6"1' - 10 3/4"6' - 4 1/2"18' - 8 3/4" 45 3/4" 4' - 7 1/2"8' - 3" 4' - 7 1/2"8' - 3"54 1/4"4 1/2" 54 1/4" 13" 13" x30" 80"PKT. DR. 202x30" 80"203x36" 80" 204 x30" 80" 201x30" 80"208x36" 80" 209 x32" 80"206x32" 80" 205 x30" 80" 210 x30" 80"PKT. DR. 211 x30" 80" 212 x32" 80" 207 3' - 8" 30"x80" FRAMELESS GLS DR.GLASS PANEL36 34 36 37 37 37 38 38 39 4040 27 27 2727 29 30 31 31 32 33 33 35 2x6 WALL2x6 WALL2x6 PLMB WALL 2x6 WALL 2x6 WALL 2x6 WALL 2x6 PLMB WALL PRIMARY SUITE CPT FLR BATH #2 TILE FLR WIC #2 CPT FLR BDRM #2 CPT FLR PRIMARY WIC CPT FLR PRIMARY BATH TILE FLR BDRM #3 CPT FLR BATH #3 TILE FLR WIC #3 CPT FLR LOFT CPT FLR BONUS RM CPT FLR L'DRY TILE FLR OPEN TO BELOWSTAIRCASECPT RUNNERVAULTED CLG. CEILING VAULT APEXOUTLINE OF FUTURE ELEVATORHALLWAYCPT FLR36"x80" SHTRCK OP'NGFAN36" VANITY36"x48"TILESHOWER36"x48"TILESHOWERFAN36" VANITY R&SR&S HANGING RODUPPER CABINETS TOP LOAD W/D w/FLOOF DRAIN LINENSNKRAILING ANKLE WALL w/ RAILING RAILINGCUSTOM SHELVINGFAN30" LINEN CAB.119" VANITYBENCHCUSTOM TILE SHWR36"x66" FREE-STANDING TUB CUSTOM ZERO-ENTRY TILESHOWERNOTCH TRUSSES 1.5"SDSD/COSDSDSD/COSD/COLINE OF CLG. HGT. CHANGE2x6 WALL2x6 WALLRAILINGTV LOCATION TV LOCATION ATTICACCESS FUTURE ELEVATOR 2 21 1 21 1 20 1 22 2 19 1 18 3 17 1 17 4 17 2 18 1 19 2 22 2 20 2 17 1 23 3 21 41 41 6' - 3"6' - 3"2x6 WALL 2x6 WALL30"18" 1/4" = 1'-0" 1Upper Level DRAWN BYDESCRIPTIONPROJECT #PROJECTISSUERE-ISSUEBUILDER18476 KENRICK AVE SUITE 202LAKEVILLE, MN 55044TEL: 952.428.8200EM: Dave@DavidCharlezDesigns.comD 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 Sa : 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 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 2024. Do not replicate with out permission (952)428-8200. David ez Design retains rights to all plans and detail shown.1/25/20242:03:53 PM14 Upper LevelHBT - Larson - Bid SetLarson - Lake MarionHomes by Tradition16972 Brandtjen Farm Dr.Lakeville, MN 5504401.25.2024SMM10330 199TH. ST. WLAKEVILLE, MN 55044SPECIFY CLOSEST MATCHING SIZES & VERIFY EGRESS COMPLIANCE AND PROVIDE WINDOW SCHEDULE WITH ROUGH OPENINGS. WINDOW & DOOR HEADERS TO BE 2)2x10 UNLESS NOTED (PER MFG. SPECS.) STRUCTURAL NOTE:BEAM SIZES & ALL STRUCTURAL CONSIDERATIONS SPECIFIED ON THIS SET OF PLANS MUST BE REVIEWED BY THE FLOOR SYSTEM DESIGNER OR BY A STRUCTURAL ENGINEER AND CONFIRMED TO BE STRUCTURALLY SOUND. BASED ON THAT REVIEW IF THERE ARE ANY CHANGES OR ADDED BEAM SIZES, LOCATION , ETC. THESE CHANGES MUST BE BROUGHT TO THE GENERAL CONTRACTORS ATTENTION:REVISION SCHEDULENumberDate Issued by NSIONS ARE FROM FACE OF SHEATHING TO CENTER OF STUD F TRUSSES ARE CALLED OUT @ 24” O.C.F SYSTEM DESIGNER TO VERIFY SPACING AND ADJUST AS ALLOWED PANS SS MANUFACTURER TO VERIFY ALL ENERGY HEELS SHOWN TO URE FINAL EAVE FRAMING DOES NOT CONFLICT WITH FINISHED ERIOR WINDOW TRIM AS SHOWN ON ELEVATIONS. NG HEIGHT @ 8'-1 1/8" UNLESS NOTEDWINDOW FRAMES SET @ 84" FROM FLOOR UNLESS NOTED DN DN BRG.4"BRG.4"ROOF TRUSSES @ 24" O.C.WINDOW HDR. PER MFG. SPEC.PROPOSED GIRDER TRUSS PER MFG. SPEC. ATTICACCESS ROOF TRUSSES @ 24" O.C. ROOF TRUSSES @ 24" O.C. ROOF TRUSSES @ 24" O.C.ROOF TRUSSES @ 24" O.C.ROOF TRUSSES @ 24" O.C.ROOF TRUSSES @ 24" O.C.ROOF TRUSSES @ 24" O.C.WINDOW HDR. PER MFG. SPEC.WINDOW HDR. PER MFG. SPEC.WINDOW HDR. PER MFG. SPEC.WINDOW HDR. PER MFG. SPEC.WINDOW HDR. PER MFG. SPEC. WINDOW HDR. PER MFG. SPEC. WINDOW HDR. PER MFG. SPEC. WINDOW HDR. PER MFG. SPEC.WINDOW HDR. PER MFG. SPEC.WINDOW HDR. PER MFG. SPEC.WINDOW HDR. PER MFG. SPEC.PROPOSED GIRDER TRUSS PER MFG. SPEC.PROPOSED GIRDER TRUSS PER MFG. SPEC.PROPOSED GIRDER TRUSS PER MFG. SPEC. PROPOSED GIRDER TRUSS PER MFG. SPEC. PRIMARY SUITE PRIMARY BATH BDRM #3 PRIMARY WIC BATH #3 WIC #3 LOFT BONUS RM L'DRY HALLWAY OPEN TO BELOWWIC #2 BATH #2BDRM #2SCISSOR ROOF TRUSSES @ 24" O.C.2 21 1 21 1 20 1 22 2 19 1 18 3 17 1 17 4 17 2 18 1 19 2 22 2 20 2 17 PROPOSED GIRDER TRUSS PER MFG. SPEC.ROOF TRUSSES @ 24" O.C.PROPOSED GIRDER TRUSS PER MFG. SPEC.PROPOSED GIRDER TRUSS PER MFG. SPEC.PROPOSED GIRDER TRUSS PER MFG. SPEC. ROOF TRUSSES @ 24" O.C. 1 23 3 21 BEARING POINT TO REST ON BEAM BELOW BEARING POINT TO REST ON BEAM BELOW 4" SPACING:1/2" ROUGH OP'NG2)2x STUDS OR LVL'S1/2" ROUGH OP'NGDRAWN BYDESCRIPTIONPROJECT #PROJECTISSUERE-ISSUEBUILDER18476 KENRICK AVE SUITE 202LAKEVILLE, MN 55044TEL: 952.428.8200EM: Dave@DavidCharlezDesigns.comD 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 Sa 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 2024. Do not replicate with out permission (952)428-8200. David Charlez Design retains rights to all plans and detail shown.1/25/20242:03:55 PM15 Upper Level StructuralHBT - Larson - Bid SetLarson - Lake MarionHomes by Tradition16972 Brandtjen Farm Dr.Lakeville, MN 5504401.25.2024SMM10330 199TH. ST. WLAKEVILLE, MN 55044 1/4" = 1'-0" 1Upper Level Structural ALL BEAMS, HEADERS, AND GIRDER TRUSSES SHOWN MUST BE SPECIFIED AND DETERMINED BY A LICENSED STRUCTURAL ENGINEER. REFER TO STRUCTURAL DOCUMENTS PROVIDED BY ENGINEER FOR FINAL LOCATIONS, SIZES, AND SPECS. ROOF/FLOOR GIRDER TRUSSES SHOWN ARE APPROXIMATE LOCATIONS. NOT ALL NECESSARY GIRDERS MAY BE SHOWN. TRUSS MANUFACTURER TO DETERMINE FINAL LOCATIONS OF GIRDER TRUSSES. SIZE BEAMS/HEADERS TO ALLOW FOR HVAC RUNS THROUGHOUT ENTIRETY OF HOME. GRAYED OUT FRAMED WALLS ARE 2X6 BEARING WALLS UNLESS NOTED ROOF TRUSSES ARE CALLED OUT @ 24” O.C.ROOF SYSTEM DESIGNER TO VERIFY SPACING AND ADJUST AS ALLOWED BY SPANS TRUSS MANUFACTURER TO VERIFY ALL ENERGY HEELS SHOWN TO ENSURE FINAL EAVE FRAMING DOES NOT CONFLICT WITH FINISHED EXTERIOR WINDOW TRIM AS SHOWN ON ELEVATIONS. CEILING HEIGHT @ 8'-1 1/8" UNLESS NOTEDT.O. WINDOW FRAMES SET @ 84" FROM FLOOR UNLESS NOTED REVISION SCHEDULENumberDate Issued by GT1 GT2 GT3 GT4 GT5 GT6 GT7 2-2x6 2-2x6 4-2x6 4-2x6 3-2x6 3-2x6 GT8 3 Trimmers 2-2x6 3-2x6 3-2x6 Tall Wall See Sheet a03 Header Spans: Up to 4' 11" = 1 Trimmer 5' 0" and Larger = 2 Trimmers *** Unless Noted Otherwise *** 2-9 1/2" LSL 3-2x10 2-2x102-2x10 2-2x10 2-9 1/2" LSL 2-2x10 2-2x10 2-9 1/2" LSL Tall Wall See Sheet a03 2-2x10 Tall Wall See Sheet a03 24"24"24"24"12"24"18"12" 21"12"24" 12" 12" 24"24"24"24" 12" 12" 24"24"12"24"12"24" 24"24"24"24"24"24"24"STANDING METAL SEAM ROOF ( DOUBLE LOCK) BARREL ROOF13' - 6" 12" 5' - 0"14" / 12"14" / 12"5" / 12"14" / 12"14" / 12"5" / 12"14" / 12"14" / 12"14" / 12" 14" / 12" 14" / 12" 14" / 12" 14" / 12" 14" / 12"14" / 12"14" / 12"4" / 12"14" / 12"14" / 12"4" / 12" 4" / 12"4" / 12"4" / 12"4" / 12"14" / 12"14" / 12"14" / 12"14" / 12"14" / 12" 14" / 12" 14" / 12" SLOPE 14" / 12" SLOPE14" / 12" SLOPE 20" / 12" SLOPEMAIN LEVEL SHED ROOF 20" / 12" SLOPEMAIN LEVEL SHED ROOF 30"30"24"14" / 12" SLOPE RIDGE VENTRIDGE VENT RIDGE VENTRIDGE VENTRIDGE VENT14" / 12" SLOPE14" / 12" SLOPE14" / 12" SLOPE14" / 12" SHED ROOF BELOW 5" / 12" EYEBROW3 1/2" / 12" 2" / 12" SADDLE BELOW LP VENTED SOFFIT 2x4 LOOK-OUT Overhang 24" METAL DRIP EDGE 5" LP Tiered Fascia9 1/4"3 1/2"ARCHITECTURAL GRADE ASPHALT SHINGLES#15FELT & ICE & WATER SHIELD (6'-0")1/2" OSB SHEATHING w/STEEL CLIPSTRUSSES @ 24" O.C. (PER MFG. SPEC.)BAFFLES w/1" AIR SPACE2X4 LOOKOUTS2X10 SUB FASCIA w/ 4/4" x 4" ON 4/4" x 10" LP TIERED FASCIA LP VENTED SOFFITSLP 5/4" x 10" FRIEZE BOARDSR-50 BLOWN INSULATIONPOLY VAPOR BARRIER5/8" GYP. BRD. CEILING METAL DRIP EDGE Overhang 24" LP VENTED SOFFIT 2x4 LOOK-OUT 14" 12"Two-Tiered Fascia9 7/8"3 1/2"9 1/4"1' - 5 1/2"DRAWN BYDESCRIPTIONPROJECT #PROJECTISSUERE-ISSUEBUILDER18476 KENRICK AVE SUITE 202LAKEVILLE, MN 55044TEL: 952.428.8200EM: Dave@DavidCharlezDesigns.comD 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 Sa nd 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 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 2024. Do not replicate with out permission (952)428-8200. David 1/25/20242:03:36 PM05 Roof PlanHBT - Larson - Bid SetLarson - Lake MarionHomes by Tradition16972 Brandtjen Farm Dr.Lakeville, MN 5504401.25.2024SMM10330 199TH. ST. WLAKEVILLE, MN 55044 NG AND SHOWN TO H FINISHED L CAN UNDER R FOR METAL ATED NETRATIONS ARE PLACED IN SIGHT OF HOME. es: 1/4" = 1'-0" 1Roof Plan ornice quare Cut Cornice REVISION SCHEDULENumberDate Issued by First Floor1008.4 Top of Foundation1007.5 First Floor Clg.1018.5 Garage Floor1005.0 T.O. Garage Foundation1005.5 5' - 0"3' - 0"T.O.F. To B.O. Roof Trusses10' - 1 1/8"T.O.F. To T.O. Window Frame7' - 6"T.O.F. To T.O. Window Frame7' - 6"T.O.F. To T.O. Window FRame22' - 0 1/8"Ov'Hg 24" Ov'Hg 24" 13' - 0"13' - 0" 14" 12" GARAGE GARAGE WALLS:INSULATE WALLS & CEILINGS5/8" TYPE-X GYP. BD. & FINISH TAPE ON ALL INTERIOR GARAGE WALLS & CEILINGS TYPICAL SLAB CONSTRUCTION:4" CONCRETE SLAB PITCHED TOWARDS OVERHEAD DOORSSAND BED GRANULAR FILL GARAGE FLOOR:SLOPE GARAGE FLOOR TOWARDS OVERHEAD DOORS SLOPE IN SLAB NOT SHOWN IN CROSS SECTIONS. ROOF TRUSSESPER MFG. SPEC. GRADE MUST BE MINIMUM OF 6" BELOW TOP OF FOUNDATION WALL B.O. FOOTING @ MIN.42" BELOW GRADEE.H.28 5/16"LINE OF T.O. GARAGE FND F11aF11 PIN SLAB TO FND WALL First Floor1008.4 Second Floor1020.5 Basement997.8T.O. Footing997.5 B.O. Footing996.8 Top of Foundation1007.5 First Floor Clg.1018.5 Garage Floor1005.0 T.O. Garage Foundation1005.5 Bonus Rm1017.7 Bonus Rm Clg1025.8 6' - 7 13/16"6' - 7 13/16"9 1 / 4 "9 1/4"7' - 0"7' - 0"7' - 11 1/2" 2' - 0 1/2"5' - 0"10' - 0" Ov'Hg 24" 14" 12" 14" 12"5' - 0"2' - 0"8' - 1 1/8"E.H.28 5/16"T.O.F. To B.O. Roof Trusses10' - 1 1/8"E.H.7 13/16"20 7/8"17 5/16"10' - 1 1/8"2' - 0 3/4"8' - 1 1/8"GARAGE WALLS:INSULATE WALLS & CEILINGS5/8" TYPE-X GYP. BD. & FINISH TAPE ON ALL INTERIOR GARAGE WALLS & CEILINGS ROOMS FLOOR OVER UNCONDITIONED SPACE:-HEAT DUCT & SEWER WRAPPED & FOAMED-HOLD HEAT DUCT & SEWER TIGHT TO SUBFLOOR-18" BLOWN INSULATION (R-49) TYPICAL SLAB CONSTRUCTION:4" CONCRETE SLAB PITCHED TOWARDS OVERHEAD DOORSSAND BED GRANULAR FILL GARAGE FLOOR:SLOPE GARAGE FLOOR TOWARDS OVERHEAD DOORS SLOPE IN SLAB NOT SHOWN IN CROSS SECTIONS. GIRDER TRUSS PER MFG SPEC ROOF TRUSSESPER MFG. SPEC. GRADE MUST BE MINIMUM OF 6" BELOW TOP OF FOUNDATION WALL B.O. FOOTING @ MIN.42" BELOW GRADE PIN SLAB TO FND WALL BEAM FLUSH PER MFG SPEC BEAM FLUSH PER MFG SPEC ALLOW FOR HVAC BONUS RM GARAGE E.H. From Sublfloor31"2x 1 0 T . C .12"24 3/4"8' - 1 1/8"2' - 0 3/4"10' - 1 1/8"E.H.9 13/16"Ov'Hg 24" 4" 12"1' - 8 3/4"9' - 0"9' - 1 1/8"BEAM FLUSH PER MFG SPEC F12 F49' - 0"First Floor1008.4 Second Floor1020.5 Roof1028.6 Top of Foundation1007.5 First Floor Clg.1018.5 Garage Floor1005.0 T.O. Garage Foundation1005.5 Bonus Rm1017.7 Bonus Rm Clg1025.8 5' - 0"5' - 0"F11aF126' - 7 13/16"20 7/8"17 5/16"E.H.7 13/16"9 1/4"8' - 1 1/8"E.H.28 5/16"Ov'Hg 21" Ov'Hg 24" Ov'HG 12" 14" 12" 14" 12" 14" 12" 8' - 6 1/2"6' - 11 1/2"7' - 0"10' - 0"5' - 0" LINE OF T.O. GARAGE FND2' - 0"8' - 1 1/8"2' - 0 3/4"8' - 1 1/8"BONUS RM GARAGE GARAGE WALLS:INSULATE WALLS & CEILINGS5/8" TYPE-X GYP. BD. & FINISH TAPE ON ALL INTERIOR GARAGE WALLS & CEILINGS ROOMS FLOOR OVER UNCONDITIONED SPACE:-HEAT DUCT & SEWER WRAPPED & FOAMED-HOLD HEAT DUCT & SEWER TIGHT TO SUBFLOOR-18" BLOWN INSULATION (R-49) TYPICAL SLAB CONSTRUCTION:4" CONCRETE SLAB PITCHED TOWARDS OVERHEAD DOORSSAND BED GRANULAR FILL GARAGE FLOOR:SLOPE GARAGE FLOOR TOWARDS OVERHEAD DOORS SLOPE IN SLAB NOT SHOWN IN CROSS SECTIONS. BEAM FLUSH PER MFG SPEC GIRDER TRUSS PER MFG SPEC GIRDER TRUSS PER MFG SPECROOF TRUSSESPER MFG. SPEC. GRADE MUST BE MINIMUM OF 6" BELOW TOP OF FOUNDATION WALL B.O. FOOTING @ MIN.42" BELOW GRADE ROOF TRUSSESPER MFG. SPEC. 2x 1 0 T . C .T.O.F. To B.O. Roof Trusses10' - 1 1/8"T.O.F. To T.O. Window Frame7' - 6"3/4" SUBFLOOR24" FLOOR TRUSSES @ 19.2" O.C. PIN SLAB TO FND WALLPIN SLAB TO FND WALL BEAM FLUSH PER MFG SPEC ALLOW FOR HVAC First Floor1008.4 Second Floor1020.5 Roof1028.6 Top of Foundation1007.5 First Floor Clg.1018.5 Garage Floor1005.0 T.O. Garage Foundation1005.5 Bonus Rm1017.7 Bonus Rm Clg1025.8 F11 F11a3' - 0"5' - 0"6 Risers3' - 4 1/4"6 11/16"10"12"12"24"8' - 1 1/8"2' - 0 3/4"2' - 10 1/4"10' - 1 1/8"E.H.9 13/16"4' - 2"4' - 0"8' - 1 1/8"2' - 0 3/4"8' - 1 1/8"2' - 0"E.H.11 5/16"0"9 1/2"2' - 10 1/4"5' - 2 7/8"GARAGE LOFT BONUS RM Ov'Hg 24" Ov'Hg 6" Ov'Hg 24" Ov'Hg 18" Ov'Hg 24" 13' - 0"11' - 0"2' - 0" 4" 12" 4" 12" 14" 12" 14" 12" 14" 12" 20" 12" LINE OF T.O. GARAGE FND GARAGE WALLS:INSULATE WALLS & CEILINGS5/8" TYPE-X GYP. BD. & FINISH TAPE ON ALL INTERIOR GARAGE WALLS & CEILINGS ROOMS FLOOR OVER UNCONDITIONED SPACE: -HEAT DUCT & SEWER WRAPPED & FOAMED-HOLD HEAT DUCT & SEWER TIGHT TO SUBFLOOR-18" BLOWN INSULATION (R-49) TYPICAL SLAB CONSTRUCTION: 4" CONCRETE SLAB PITCHED TOWARDS OVERHEAD DOORSSAND BED GRANULAR FILL GARAGE FLOOR:SLOPE GARAGE FLOOR TOWARDS OVERHEAD DOORS SLOPE IN SLAB NOT SHOWN IN CROSS SECTIONS. GIRDER TRUSS PER MFG SPEC ROOF TRUSSESPER MFG. SPEC. GRADE MUST BE MINIMUM OF 6" BELOW TOP OF FOUNDATION WALL B.O. FOOTING @ MIN.42" BELOW GRADE ROOF TRUSSESPER MFG. SPEC. 3/4" SUBFLOOR24" FLOOR TRUSSES @ 19.2" O.C. 3/4" SUBFLOOR24" FLOOR TRUSSES @ 19.2" O.C.2' - 10 1/4"PIN SLAB TO FND WALL2' - 10 1/4"9' - 3 5/8"E.H.23 11/16"DRAWN BYDESCRIPTIONPROJECT #PROJECTISSUERE-ISSUEBUILDER18476 KENRICK AVE SUITE 202LAKEVILLE, MN 55044TEL: 952.428.8200EM: Dave@DavidCharlezDesigns.comD 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 Sa 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 2024. Do not replicate with out permission (952)428-8200. David Charlez Design retains rights to all plans and detail shown.1/25/20242:04:02 PM17 Cross SectionsHBT - Larson - Bid SetLarson - Lake MarionHomes by Tradition16972 Brandtjen Farm Dr.Lakeville, MN 5504401.25.2024SMM10330 199TH. ST. WLAKEVILLE, MN 55044REVISION SCHEDULENumberDate Issued by 1/4" = 1'-0" 1Cross Section - Garage I 1/4" = 1'-0" 2Cross Section - Garage II 1/4" = 1'-0" 3Cross Section - Garage/Bonus Rm 1/4" = 1'-0" 4 Cross Section - Garage/Loft First Floor1008.4 Second Floor1020.5 Roof1028.6 Basement997.8 T.O. Footing997.5 B.O. Footing996.8 Top of Foundation1007.5 First Floor Clg.1018.5 Basement Clg.1006.6 Roof Peak1039.7 Garage Floor1005.0 T.O. Garage Foundation1005.5 Bonus Rm1017.7 Bonus Rm Clg1025.8 5' - 0"F12 F4 F7 F159' - 0"3' - 0"5' - 10 1/2"2' - 0"8' - 1 1/8"E.H28 5/16"Ov'Hg 24" Ov'Hg 24" Ov'Hg 24" Ov'Hg 12" 15' - 0"7' - 0"7' - 0"10' - 0 1/2"21' - 11 1/2"16' - 0"12' - 0" 14" 12"4" 12" 4 1/2" 12" 14" 12" 14" 12" 14" 12"T.O.F. To B.O. Roof Trusses10' - 1 1/8"8' - 1 1/8"2' - 0 3/4"10' - 1 1/8"1' - 8 3/4"9' - 0"8' - 1 1/8"2' - 0 3/4"10' - 1 1/8"1' - 8 3/4"8' - 10"E.H.11 13/16"2' - 0 3/4"8' - 1 1/8"6' - 7 13/16"E.H.7 13/16"20 7/8"17 5/16"9 1 / 4 "5 Risers2' - 10 1/4"3' - 8" 11"6 7/8"9 1/2"12"6"3' - 0" Box Vault 14' - 6"3' - 0"Cased Opening96"GARAGE BONUS RM LOFTHALLWAY BDRM #3 KITCHENHALLWAYMUD ROOM MECH. ROOM EXERCISE ROOM BDRM #4 MECH. RM FLOOR 2" BELOW L.L. DECK GARAGE WALLS:INSULATE WALLS & CEILINGS5/8" TYPE-X GYP. BD. & FINISH TAPE ON ALL INTERIOR GARAGE WALLS & CEILINGS ROOMS FLOOR OVER UNCONDITIONED SPACE:-HEAT DUCT & SEWER WRAPPED & FOAMED-HOLD HEAT DUCT & SEWER TIGHT TO SUBFLOOR-18" BLOWN INSULATION (R-49) TYPICAL SLAB CONSTRUCTION:4" CONCRETE SLAB PITCHED TOWARDS OVERHEAD DOORSSAND BED GRANULAR FILL GARAGE FLOOR:SLOPE GARAGE FLOOR TOWARDS OVERHEAD DOORS SLOPE IN SLAB NOT SHOWN IN CROSS SECTIONS. GIRDER TRUSS PER MFG SPEC ROOF TRUSSESPER MFG. SPEC. GRADE MUST BE MINIMUM OF 6" BELOW TOP OF FOUNDATION WALL B.O. FOOTING @ MIN.42" BELOW GRADE PIN SLAB TO FND WALL GIRDER TRUSS PER MFG SPEC GIRDER TRUSS PER MFG SPEC BEAM FLUSH PER MFG SPEC BEAM FLUSH PER MFG SPEC ROOF TRUSSESPER MFG. SPEC. 3/4" SUBFLOOR24" FLOOR TRUSSES @ 19.2" O.C. 3/4" SUBFLOOR24" FLOOR TRUSSES @ 19.2" O.C. 3/4" SUBFLOOR20" FLOOR TRUSSES @ 19.2" O.C.3/4" SUBFLOOR20" FLOOR TRUSSES @ 19.2" O.C. 10" x 6" RECLAIMED WD BEAMS2x10 T.C.COMPOSITE DECKING2x12 TRD. JOISTS @ 16" O.C.UNDER DECKING SYSTEM(RAINSCAPE OR SIMILAR)LP PANELS GRADE MUST BE MINIMUM OF 6" BELOW TOP OF FOUNDATION WALL B.O. FOOTING @ MIN.42" BELOW GRADE CANTILEVERED FLOOR TRUSS TYPICAL SLAB CONSTRUCTION:4" CONCRETE SLAB OVERPOLY/VAPOR BARRIER OVER3/4" CLEAR ROCK First Floor1008.4 Basement997.8T.O. Footing997.5B.O. Footing996.8 Top of Foundation1007.5 First Floor Clg.1018.5 3' - 0"Ov'Hg 24" Ov'Hg 24" 8' - 0"8' - 0"22' - 0"24"14" 12"9' - 5 1/2"6' - 5 1/2"3' - 0"36"9' - 8 1/8"18 5/8"11' - 2 3/4"E.H.30 7/16"Porch Floor To T.O. Window Frame16' - 8 7/8"Vaulted Clg Apex19' - 11 3/4"Screen Opening9' - 8 1/8"1"SCREEN PATIODECK COVERED PATIO GREY BRUSHED CONCRETE w/ SAW CUTT&G PINE CEILING COMPOSITE DECKING2x12 TRD. JOISTS @ 16" O.C.UNDER DECKING SYSTEM(RAINSCAPE OR SIMILAR)LP PANELS 12' - 0"F13 F10 PARALLEL CHORD ROOF TRUSSESPER MFG. SPEC. BEAM DROPPED PER MFG SPEC BEAM DROPPED PER MFG SPEC GRADE MUST BE MINIMUM OF 6" BELOW TOP OF FOUNDATION WALL B.O. FOOTING @ MIN.42" BELOW GRADE TYPICAL SLAB CONSTRUCTION:6" CONCRETE SLAB OVER POLY/VAPOR BARRIER OVER3/4" CLEAR ROCK First Floor1008.4 First Floor Clg.1018.5 14" 12" Overhang 24"11' - 1 3/4"1"1' - 5 7/8"9' - 8 7/8"Fin 11 1/4" Frmg 8 3/4"Energy Heel30 7/16"F10 COLUMN CONSTRUCTION:5/4" x 8" TOP & BOTTOM COLLAR4/4" x 12" COMPOSITE WRAP1/2" TRD. PLYWOOD2X4 FRAMED BOX6X6 TRD. STRUCTURAL POST PARALLEL CHORD ROOF TRUSSESPER MFG. SPEC. BEAM DROPPEDPER MFG. SPEC.24"3' - 0"9 1/4"Framing 8 3/4" Finished 11 1/4"Framing8 3/4"Finished11 1/4"5/4" x 8" Collar Trim 13 1/4"5/4" x 8" Collar Trim13 1/4"COLUMN CONSTRUCTION:5/4" x 8" TOP & BOTTOM COLLAR4/4" x 12" COMPOSITE WRAP1/2" TRD. PLYWOOD2X4 FRAMED BOX6X6 TRD. STRUCTURAL POST 6x6 STRUCT. POST 3 18 First Floor1008.4 Two-Tiered Trim Bd.17 1/4"7 1/4"11 1/4"3"x5" GUTTER 2x12 TRD. DECK JOISTS @ 16" O.C. 2x FURRING TO CONCEAL GUTTER 4'x8' LP PANELS 11 1/4"5 1/2"BLOCKING 1"COMPOSITE DECKING DRAWN BYDESCRIPTIONPROJECT #PROJECTISSUERE-ISSUEBUILDER18476 KENRICK AVE SUITE 202LAKEVILLE, MN 55044TEL: 952.428.8200EM: Dave@DavidCharlezDesigns.comD 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 Sa 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 2024. Do not replicate with out permission (952)428-8200. David Charlez Design retains rights to all plans and detail shown.1/25/20242:04:11 PM18 Cross SectionsHBT - Larson - Bid SetLarson - Lake MarionHomes by Tradition16972 Brandtjen Farm Dr.Lakeville, MN 5504401.25.2024SMM10330 199TH. ST. WLAKEVILLE, MN 55044REVISION SCHEDULENumberDate Issued by 1/4" = 1'-0" 1Cross Section - Garage/Kitchen 1/4" = 1'-0" 2Cross Section - Screen Patio/Deck 1/2" = 1'-0" 3 Cross Section - Screen Porch Column 1 1/2" = 1'-0" 4 Detail - Screen Porch Column 1 1/2" = 1'-0" 5 Detail - Deck/Covered Patio First Floor1008.4 Second Floor1020.5 Roof1028.6 Basement997.8 T.O. Footing997.5 B.O. Footing996.8 Top of Foundation1007.5 First Floor Clg.1018.5 Basement Clg.1006.6 Roof Peak1039.7 9' - 0"F8Vaulted Ceiling Apex12' - 9 7/16"8' - 1 1/8"2' - 0 3/4"10' - 1 1/8"1' - 8 3/4"8' - 10"E.H.18"8' - 1 1/8"2' - 0 3/4"10' - 1 1/8"1' - 8 3/4"8' - 10"1' - 6 1/2" Box Vault 17' - 7"2' - 10 1/2"10" x 6" RECLAIMED WD BEAMS Ov'Hg 12" 2' - 6"8' - 6 1/2"8' - 6 1/2"29' - 11" Ov'Hg 12" Ov'Hg 30" 14" 12" 14" 12" ROOF TRUSSESPER MFG. SPEC. 3/4" SUBFLOOR24" FLOOR TRUSSES @ 19.2" O.C. 3/4" SUBFLOOR20" FLOOR TRUSSES @ 19.2" O.C. GIRDER TRUSS PER MFG SPEC 3/4" SUBFLOOR20" FLOOR TRUSSES @ 19.2" O.C. 10" x 6" RECLAIMED WD BEAMS GIRDER TRUSS PER MFG SPEC GIRDER TRUSS PER MFG SPEC SCISSOR ROOF TRUSSESPER MFG. SPEC. 7" 12" PRIMARY SUITE PRIMARY BATHPRIMARY WICBDRM #3 PANTRY / OFFICEKITCHENGREAT ROOM FAMILY ROOM EXERCISE ROOM TYPICAL SLAB CONSTRUCTION:4" CONCRETE SLAB OVERPOLY/VAPOR BARRIER OVER3/4" CLEAR ROCK F5 10"57" 10" 57" 10" 57" 10"10' - 0"10 1/4"First Floor1008.4 Second Floor1020.5 Roof1028.6 Basement997.8 T.O. Footing997.5 B.O. Footing996.8 Top of Foundation1007.5 First Floor Clg.1018.5 Basement Clg.1006.6 Roof Peak1039.7 9' - 0"F4 F10F10 Frmg 11 1/2"1"11' - 2 3/4"Vaulted Ceiling Apex19' - 11 3/4"RECESSED ROLLER FOR 5" ROLLER(8x11.5) BEAM DROPPED PER MFG SPEC Ov'Hg 12" Ov'Hg 24" 5' - 6"10' - 0"6' - 0" 5" 12" 14" 12"8' - 1 1/8"2' - 0 3/4"10' - 1 1/8"1' - 8 3/4"8' - 10"Energy Heel61 13/16"EXERCISE ROOM PANTRY / OFFICE BATH #3 SCREEN PATIO MAIN LEVELPATIO GREY BRUSHED CONCRETE w/ SAW CUTT&G PINE CEILING GREY BRUSHED CONCRETE w/ SAW CUT NOTE:PROPOSED RETAINING WALL, VERIFY LOCATION AND DESIGN WITH LANDSCAPE DESIGNER AND SURVEYING ENGINEER GRADE MUST BE MINIMUM OF 6" BELOW TOP OF FOUNDATION WALL B.O. FOOTING @ MIN.42" BELOW GRADE TYPICAL SLAB CONSTRUCTION:6" CONCRETE SLAB OVER POLY/VAPOR BARRIER OVER3/4" CLEAR ROCK 8' - 1 1/8"2' - 0 3/4"10' - 1 1/8"1' - 8 3/4"9' - 0"E.H.10 13/16"15 1/2"12"FUTURE ELEVATOR SHAFT 4" 12" BEAM FLUSH PER MFG SPEC BEAM FLUSH PER MFG SPEC BEAM FLUSH PER MFG SPEC MECH. ROOM MUD ROOM LOFT WIC #3 GARAGE MECH. RM FLOOR 2" BELOW L.L.9' - 0"F4 F14 F14 2x10 JOISTS @ 16" O.C. 2x4 SOFFIT 2x10 JOISTS @ 16" O.C. 2x4 SOFFIT BEAM FLUSH PER MFG SPEC ALLOW FOR HVAC TYPICAL SLAB CONSTRUCTION:4" CONCRETE SLAB OVERPOLY/VAPOR BARRIER OVER3/4" CLEAR ROCK 14" 12"3' - 0"3' - 4 1/4"22 1/4"PARALLEL CHORD ROOF TRUSSESPER MFG. SPEC. ROOF TRUSSESPER MFG. SPEC. ROOF TRUSSESPER MFG. SPEC.24 3/4"9 1/2"2' - 10 1/4"7' - 2 7/8"2' - 10 1/4"5' - 2 7/8"8' - 1 1/8"1' - 0"3/4" SUBFLOOR24" FLOOR TRUSSES @ 19.2" O.C. 3/4" SUBFLOOR20" FLOOR TRUSSES @ 19.2" O.C. 3/4" SUBFLOOR24" FLOOR TRUSSES @ 19.2" O.C. 2x6 WALL TIMBERSTRAND STUDS Opening To Vary By Door Size Finish6 1/2"Framing5 1/2"1 1/2"Dr. Opng.2 1/2"Door to Vary by Plan CUSTOM BRACKET SIDE VIEW FRONT VIEW 5 1/2"42"5 1/2" 21"42"4"17" 2 1/2"1 1/2"2 1/2"1" 4 1/2"4"32 1/2"5 1/2"3"2 1/2"1 1/2"2 1/2"1 1/2"5 1/2"5 1/2"48" RADIUS 2 1/2"1 1/2"32 1/2"2 1/2" 3" 1"1" 3 1/2" 3 1/2" 7 1/4"7 1/4"7 1/4"4 1/4"3"7 1/4"SIDE VIEW:FRONT VIEW: CUSTOM CORBEL 3"3"4 1 / 4 "DRAWN BYDESCRIPTIONPROJECT #PROJECTISSUERE-ISSUEBUILDER18476 KENRICK AVE SUITE 202LAKEVILLE, MN 55044TEL: 952.428.8200EM: Dave@DavidCharlezDesigns.comD 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 Sa 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 2024. Do not replicate with out permission (952)428-8200. David Charlez Design retains rights to all plans and detail shown.1/25/20242:04:18 PM19 Cross SectionsHBT - Larson - Bid SetLarson - Lake MarionHomes by Tradition16972 Brandtjen Farm Dr.Lakeville, MN 5504401.25.2024SMM10330 199TH. ST. WLAKEVILLE, MN 55044REVISION SCHEDULENumberDate Issued by 1/4" = 1'-0" 1Cross Section - Great Room/Pantry 1/4" = 1'-0" 2Cross Section - Screen Patio/Pantry 1" = 1'-0" 5Detail- 2x6 Pocket Door Framing 1 1/2" = 1'-0" 3 Detail - Custom Bracket 1 1/2" = 1'-0" 4Detail - Custom Corbel First Floor1008.4 Second Floor1020.5 Roof1028.6 Basement997.8 T.O. Footing997.5 B.O. Footing996.8 Top of Foundation1007.5 First Floor Clg.1018.5 Basement Clg.1006.6 9' - 0"MECH. RM FLOOR 2" BELOW L.L. Ov'Hg 30" Ov'Hg 24" Ov'Hg 12" 6"23' - 9"19' - 3"6' - 0" 14" 12" 14" 12"11' - 0"F6 F14 F88' - 10"1' - 8 3/4"10' - 1 1/8"2' - 0 3/4"8' - 1 1/8"E.H.10 3/8"10"13 1/2"9' - 0"1' - 8 3/4"10' - 1 1/8"2' - 0 3/4"8' - 1 1/8"LOFT PANTRY / OFFICE MECH. ROOM HALLWAY PDWR BATH L'DRY STAIRCASE OPEN TO BELOW BDRM #2 MUSIC ROOM FOYER WET BAR 14" 12"Cased Opening96"FUTURE ELEVATOR SHAFT GIRDER TRUSS PER MFG SPEC 3/4" SUBFLOOR24" FLOOR TRUSSES @ 19.2" O.C. 3/4" SUBFLOOR20" FLOOR TRUSSES @ 19.2" O.C. ROOF TRUSSESPER MFG. SPEC. 3/4" SUBFLOOR20" FLOOR TRUSSES @ 19.2" O.C. 3/4" SUBFLOOR24" FLOOR TRUSSES @ 19.2" O.C. GIRDER TRUSS PER MFG SPECROOF TRUSSESPER MFG. SPEC.ROOF TRUSSESPER MFG. SPEC.20' - 3"2x10 JOISTS @ 16" O.C. 2x4 SOFFIT 2x10 JOISTS @ 16" O.C. 2x4 SOFFIT BEAM DROPPED PER MFG SPEC BEAM DROPPED PER MFG SPEC BEAM FLUSH PER MFG SPEC BEAM FLUSH PER MFG SPEC CANTILEVERS FLOOR TRUSS TYPICAL SLAB CONSTRUCTION:4" CONCRETE SLAB OVERPOLY/VAPOR BARRIER OVER3/4" CLEAR ROCK TYPICAL SLAB CONSTRUCTION:4" CONCRETE SLAB OVERPOLY/VAPOR BARRIER OVER3/4" CLEAR ROCK First Floor1008.4 Second Floor1020.5 Roof1028.6 Basement997.8T.O. Footing997.5 B.O. Footing996.8 Top of Foundation1007.5 First Floor Clg.1018.5 Basement Clg.1006.6 Roof Peak1039.7 Garage Floor1005.0 T.O. Garage Foundation1005.5 Cased Opening96"Cased Opening108"9' - 0"4' - 6"3' - 0"3' - 0"F10F7 F1 F9F10 BEAM DROPPED PER MFG SPEC BEAM DROPPED PER MFG SPEC BEAM FLUSH PER MFG SPEC Ov'Hg 24" Ov'Hg 24" Ov'Hg 12" Ov'Hg 24" 16' - 0"16' - 0"9' - 0" 14" 12" 4" 12" 14" 12"1" 12" SLOPED CLG. ROOF TRUSSESPER MFG. SPEC. SCISSOR ROOF TRUSSESPER MFG. SPEC.8' - 1 1/8"2' - 0 3/4"10' - 1 1/8"1' - 8 3/4"8' - 10"E.H.9 13/16"5 1/2"10' - 10 1/4"11' - 3 3/4"BARREL ROOF TRUSSESPER MFG. SPEC.3/4" SUBFLOOR24" FLOOR TRUSSES @ 19.2" O.C. 3/4" SUBFLOOR20" FLOOR TRUSSES @ 19.2" O.C.5 Risers2' - 10 3/4"4' - 0" FAMILY ROOMPATIOWET BAR GREAT ROOMFOYER PRIMARY SUITEHALLWAY FRONT PORCHVaulted Ceiling Apex12' - 9 7/16"GRADE MUST BE MINIMUM OF 6" BELOW TOP OF FOUNDATION WALL B.O. FOOTING @ MIN.42" BELOW GRADE TYPICAL SLAB CONSTRUCTION: 4" CONCRETE SLAB OVERPOLY/VAPOR BARRIER OVER3/4" CLEAR ROCK First Floor1008.4 Basement997.8 Basement Clg.1006.6 3' - 0"F10 9' - 5 1/2"Tiered Trim17 1/4"11 1/4"7 1/4"Frmg 8 3/4" Fin 11 1/4"11 1/4"5 1/2"COLUMN CONSTRUCTION:5/4" x 8" TOP & BOTTOM COLLAR4/4" x 12" COMPOSITE WRAP1/2" TRD. PLYWOOD2X4 FRAMED BOX6X6 TRD. STRUCTURAL POST36"6x6 STRUCT. POST Framing 8 3/4" Finished 11 1/4"Framing8 3/4"Finished11 1/4"5/4" x 8" Collar Trim 13 1/4"5/4" x 8" Collar Trim13 1/4"COLUMN CONSTRUCTION:5/4" x 8" TOP & BOTTOM COLLAR4/4" x 12" COMPOSITE WRAP1/2" TRD. PLYWOOD2X4 FRAMED BOX6X6 TRD. STRUCTURAL POST 3 20 First Floor1008.47 1/4"9' - 0"5 1/2"10' - 0 3/4"Energy Heel16 9/16"OverHang 24" 25" 3 1/2" 12" F916 3/4"54"5' - 10 3/4"Framing 16" Finished 18" COLUMN CONSTRUCTION:5/4" x 8" TOP & BOTTOM COLLAR1/2" COMPOSITE PANELS1/2" TRD. PLYWOOD2X4 FRAMED BOX6X6 TRD. STRUCTURAL POST ROOF TRUSSESPER MFG. SPEC. BEAM DROPPEDPER MFG. SPEC. Framing 16" Finished 18"Framing16"Finished18"5/4" x 8" Composite Trim 20"5/4" x 8" Composite Trim20"6x6 STRUCT. POST COLUMN CONSTRUCTION: 5/4" x 8" TOP & BOTTOM COLLAR1/2" COMPOSITE PANELS1/2" TRD. PLYWOOD2X4 FRAMED BOX6X6 TRD. STRUCTURAL POST 5 20 DRAWN BYDESCRIPTIONPROJECT #PROJECTISSUERE-ISSUEBUILDER18476 KENRICK AVE SUITE 202LAKEVILLE, MN 55044TEL: 952.428.8200EM: Dave@DavidCharlezDesigns.comD 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 Sa 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 2024. Do not replicate with out permission (952)428-8200. David Charlez Design retains rights to all plans and detail shown.1/25/20242:04:24 PM20 Cross SectionsHBT - Larson - Bid SetLarson - Lake MarionHomes by Tradition16972 Brandtjen Farm Dr.Lakeville, MN 5504401.25.2024SMM10330 199TH. ST. WLAKEVILLE, MN 55044REVISION SCHEDULENumberDate Issued by 1/4" = 1'-0" 2Cross Section - Foyer/Pantry 1/4" = 1'-0" 1Cross Section - Front Porch/Foyer 1/2" = 1'-0" 3 Cross Section - Covered Patio Column 1 1/2" = 1'-0" 4 Detail - Covered Patio Column 1/2" = 1'-0" 5Cross Section - Front Porch Column 1 1/2" = 1'-0" 6Detail - Front Porch Column First Floor1008.4 Second Floor1020.5 Roof1028.6 Basement997.8 T.O. Footing997.5 B.O. Footing996.8 Top of Foundation1007.5 First Floor Clg.1018.5 Basement Clg.1006.6 Roof Peak1039.7 F9 F1 F7F104' - 6"9' - 0"3' - 0"3' - 0"8' - 1 1/8"2' - 0 3/4"10' - 1 1/8"1' - 8 3/4"8' - 10"2' - 0 3/4"10' - 1 1/8"1' - 8 3/4"8' - 10"E.H.7 1/4"Ov'Hg 24" Ov'Hg 24" 8' - 0"18' - 0"16' - 0" 14" 12" CANT. 24" 2' - 0 1/2"5' - 11 1/2" Ov'Hg 24" FRONT PORCH BDRM #2 MUSIC ROOM WET BARFAMILY ROOM GREAT ROOM PATIO BEAM DROPPED PER MFG SPEC ROOF TRUSSESPER MFG. SPEC. 3/4" SUBFLOOR24" FLOOR TRUSSES @ 19.2" O.C. 3/4" SUBFLOOR20" FLOOR TRUSSES @ 19.2" O.C. ROOF TRUSSESPER MFG. SPEC. GIRDER TRUSS PER MFG SPEC 3 1/2" 12" BEAM DROPPED PER MFG SPEC ROOF TRUSSESPER MFG. SPEC.5 1/2"10' - 0 3/4"GRADE MUST BE MINIMUM OF 6" BELOW TOP OF FOUNDATION WALL B.O. FOOTING @ MIN.42" BELOW GRADE TYPICAL SLAB CONSTRUCTION:4" CONCRETE SLAB OVERPOLY/VAPOR BARRIER OVER3/4" CLEAR ROCK5 1/2"First Floor1008.4 Second Floor1020.5 Roof1028.6 Basement997.8 T.O. Footing997.5 B.O. Footing996.8 Top of Foundation1007.5 First Floor Clg.1018.5 Basement Clg.1006.6 Roof Peak1039.7 Garage Floor1005.0 F7 F10 F1 F94' - 6"9' - 0"3' - 0"3' - 0"Ov'Hg 24" Ov'Hg 24" Ov'Hg 12" 18' - 0"16' - 0" Ov'Hg 24" 14" 12" 3 1/2" 12"5 1/2"9' - 7 1/4"10' - 0 3/4"2' - 0 1/2"5' - 11 1/2" 14" 12" SLOPED CLG.E..H.16 9/16"8' - 10"1' - 8 3/4"10' - 1 1/8"2' - 0 3/4"8' - 1 1/8"CANT 24" GIRDER TRUSS PER MFG SPEC BEAM DROPPED PER MFG SPEC 3/4" SUBFLOOR24" FLOOR TRUSSES @ 19.2" O.C. 3/4" SUBFLOOR20" FLOOR TRUSSES @ 19.2" O.C. BEAM DROPPED PER MFG SPEC ROOF TRUSSESPER MFG. SPEC. SCISSOR ROOF TRUSSESPER MFG. SPEC. PRIMARY SUITEBATH #2BDRM #2 MUSIC ROOM GREAT ROOM FAMILY ROOMWET BAR PATIO FRONT PORCH Vaulted Ceiling Apex12' - 9 7/16"GRADE MUST BE MINIMUM OF 6" BELOW TOP OF FOUNDATION WALL B.O. FOOTING @ MIN.42" BELOW GRADE TYPICAL SLAB CONSTRUCTION: 4" CONCRETE SLAB OVERPOLY/VAPOR BARRIER OVER3/4" CLEAR ROCK 6' - 3"10" 6' - 4" 10" 6' - 3"OP'NG96"5 1/2"First Floor1008.4 Top of Foundation1007.5 First Floor Clg.1018.5 3' - 6"2' - 10 3/4"1' - 9 1/4"10' - 10 1/4"5 1/2"10' - 0 3/4"Ov'Hg 18" Ov'Hg 18" 1' - 5"3' - 9 1/2"3' - 9 1/2" 1' - 5"Radius72 15/16"Radius94 3/16"Radius84 13/16"Rad i u s 84 13 / 16 " 10' - 5"18 5/16"17 15/16"E.H.15 1/4"FIN 22" FRMG 17"PIER #1PIER #12' - 4 3/4"BEAM DROPPED PER MFG SPEC BEAM DROPPED PER MFG SPEC 215 BARREL ROOF TRUSSESPER MFG. SPEC. 8 13/16"10 3/16" 5 3/4" 10 5/16" 10 7/8" 11 3/8" 11 3/4"12"12"11 3/4" 11 3/8" 10 7/8" 10 5/16" 5 3/4" 10 3/16" 8 13/16"13/16"2 5/16"3 15/16"5 1/16"6 3/16"2 11/16"4 1/8"11 1/8"36 1/4"6' - 9"6' - 9" 13' - 6"1 7/8"3 15/16"5 7/16"3 3/4"19"16 7/8"5 1/4"10 11/16"11 3/8"11 7/8"6"6"11 7/8"11 3/8"10 11/16"5 1/4"16 7/8"19" 6' - 9"6' - 9"E.H.15 1/4"2-1/2"/12"5"/12"5-1/2"/12"7"/12"5-1/2"/12"4"/12"2-1/2"/12"1"/12"1"/12"2-1/2"/12"4"/12"5-1/2"/12"7"/12"5-1/2"/12"5"/12"2-1/2"/12" 8"/12"6"/12"4"/12"2"/12"2"/12"4"/12"6"/12"8"/12" BARREL ROOF TRUSSESPER MFG. SPEC.w/ 1" / 12" SLOPE 15"DRAWN BYDESCRIPTIONPROJECT #PROJECTISSUERE-ISSUEBUILDER18476 KENRICK AVE SUITE 202LAKEVILLE, MN 55044TEL: 952.428.8200EM: Dave@DavidCharlezDesigns.comD 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 Sa 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 2024. Do not replicate with out permission (952)428-8200. David Charlez Design retains rights to all plans and detail shown.1/25/20242:04:31 PM21 Cross SectionsHBT - Larson - Bid SetLarson - Lake MarionHomes by Tradition16972 Brandtjen Farm Dr.Lakeville, MN 5504401.25.2024SMM10330 199TH. ST. WLAKEVILLE, MN 55044REVISION SCHEDULENumberDate Issued by 1/4" = 1'-0" 1Cross Section - Front Porch/Great Rm I 1/4" = 1'-0" 2 Cross Section - Front Porch/Great Rm II 3/8" = 1'-0" 3Cross Section - Barrel Vault 1" = 1'-0" 5Detail - Barrel Vault Truss First Floor1008.4 Second Floor1020.5 Roof1028.6 Basement997.8 T.O. Footing997.5 B.O. Footing996.8 Top of Foundation1007.5 First Floor Clg.1018.5 Basement Clg.1006.6 Roof Peak1039.7 Garage Floor1005.0 T.O. Garage Foundation1005.5 BEAM DROPPED PER MFG SPEC BEAM FLUSH PER MFG SPEC BEAM FLUSH PER MFG SPEC 9' - 0"3' - 0"3' - 0"3' - 0" Box Vault 14' - 6"3' - 0"6"8' - 1 1/8"2' - 0 3/4"10' - 1 1/8"1' - 8 3/4"8' - 10"E.H.11 13/16"3/4" SUBFLOOR24" FLOOR TRUSSES @ 19.2" O.C. 10" x 6" RECLAIMED WD BEAMS 3/4" SUBFLOOR20" FLOOR TRUSSES @ 19.2" O.C. ROOF TRUSSESPER MFG. SPEC.ROOF TRUSSESPER MFG. SPEC. GIRDER TRUSSESPER MFG. SPEC.5" 12" 14" 12" Ov'Hg 24" 14" 12" Ov'Hg 24" Ov'Hg 24" 16' - 0"24' - 0"6' - 0 15/16"6' - 0 15/16"5' - 10 7/16"4' - 8 5/16"20 Risers12' - 1 7/8"18 Risers10' - 6 3/4"11"7 1/16"11"7 5/16"55 1/2"13" 55 1/2"22' - 1 1/4"1' - 1 1/8"10' - 1 7/8"10' - 10 1/4"F10F7 F2 COVERED PATIO DECK DINING ROOM FAMILY ROOM STAIRCASE PRIMARY BATHHALLWAY MECH. RM FLOOR 2" BELOW L.L. TYPICAL STAIRCASE CONSTRUCTION:6'-10" MINIMUM HEADROOM(4) 11- 7/8" STAIR STRINGER w/1-1/8" x 11-1/4" PARTICLE BOARD TREADSPROVIDE 34"-36" HGT HANDRAILS & GUARDS RAILS PER CODE COMPOSITE DECKING2x12 TRD. JOISTS @ 16" O.C.UNDER DECKING SYSTEM(RAINSCAPE OR SIMILAR)LP PANELS GRADE MUST BE MINIMUM OF 6" BELOW TOP OF FOUNDATION WALL B.O. FOOTING @ MIN.42" BELOW GRADE TYPICAL SLAB CONSTRUCTION:4" CONCRETE SLAB OVERPOLY/VAPOR BARRIER OVER3/4" CLEAR ROCK TYPICAL STAIRCASELANDING CONSTRUCTION:2-2x10 HEADER3/4" PLYWOOD BACKING2x10 JOISTS @ 16" O.C.3/4" PLYWOOD 185 First Floor1008.4 Second Floor1020.5 Roof1028.6 Basement997.8 T.O. Footing997.5 B.O. Footing996.8 Top of Foundation1007.5 First Floor Clg.1018.5 Basement Clg.1006.6 10' - 0"9' - 0"9' - 1 1/2"1' - 8 3/4"10' - 1 1/8"2' - 0 3/4"8' - 1 1/8"4' - 10 5/16"5' - 10 7/16"6' - 0 15/16"6' - 0 15/16"10' - 8 3/4"12' - 1 7/8"22' - 1 1/4"E.H.10 3/8"Ov'Hg 24" 6"23' - 9"5' - 3" Ov'Hg 30" 14" 12" GIRDER TRUSS PER MFG SPEC 3/4" SUBFLOOR24" FLOOR TRUSSES @ 19.2" O.C. 3/4" SUBFLOOR20" FLOOR TRUSSES @ 19.2" O.C. ROOF TRUSSESPER MFG. SPEC.ROOF TRUSSESPER MFG. SPEC. MECH. RM FLOOR 2" BELOW L.L. 14" 12"4" 12" LOFT L'DRY STAIRCASEMUD ROOM W.I.C. MECH. ROOM TYPICAL STAIRCASE CONSTRUCTION:6'-10" MINIMUM HEADROOM(4) 11- 7/8" STAIR STRINGER w/1-1/8" x 11-1/4" PARTICLE BOARD TREADSPROVIDE 34"-36" HGT HANDRAILS & GUARDS RAILS PER CODE F5 F1 CANTILEVERS FLOOR TRUSS 05 3 TYPICAL SLAB CONSTRUCTION:4" CONCRETE SLAB OVERPOLY/VAPOR BARRIER OVER3/4" CLEAR ROCK TYPICAL STAIRCASE LANDING CONSTRUCTION:2-2x10 HEADER3/4" PLYWOOD BACKING2x10 JOISTS @ 16" O.C.3/4" PLYWOOD DRAWN BYDESCRIPTIONPROJECT #PROJECTISSUERE-ISSUEBUILDER18476 KENRICK AVE SUITE 202LAKEVILLE, MN 55044TEL: 952.428.8200EM: Dave@DavidCharlezDesigns.comD 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 Sa 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 2024. Do not replicate with out permission (952)428-8200. David Charlez Design retains rights to all plans and detail shown.1/25/20242:04:37 PM22 Cross SectionsHBT - Larson - Bid SetLarson - Lake MarionHomes by Tradition16972 Brandtjen Farm Dr.Lakeville, MN 5504401.25.2024SMM10330 199TH. ST. WLAKEVILLE, MN 55044REVISION SCHEDULENumberDate Issued by 1/4" = 1'-0" 1Cross Section - Staircase/Deck 1/4" = 1'-0" 2 Cross Section - Staircase/Mudroom First Floor1008.4 Second Floor1020.5 Roof1028.6 Basement997.8 First Floor Clg.1018.5 Basement Clg.1006.6 Upper Level Ceiling Height8' - 1 1/8"2' - 0 3/4"Main Level Ceiling Height10' - 1 1/8"1' - 8 3/4"Lower Level Ceiling Height8' - 10"Walkout Wall3' - 0"Upper Level Window Frame Height7' - 0"Main Level Window Frame Height9' - 0"Lower Level Window Frame Height8' - 0"14" 12" 5" 12" Overhang 24"E.H11 13/16"ENERGY HEEL WILL VARY PER LOCATION 05 2 F7 24"1"ROOF, CEILING & EAVE CONSTRUCTION: WALL CONSTRUCTION: FOUNDATION WALL & BASEMENT SLAB CONSTRUCTION: MAIN LEVEL CONSTRUCTION: UPPER LEVEL CONSTRUCTION: ARCHITECTURAL GRADE ASPHALT SHINGLES#15FELT & ICE & WATER SHIELD (6'-0")1/2" OSB SHEATHING w/STEEL CLIPSTRUSSES @ 24" O.C. (PER MFG. SPEC.)BAFFLES w/1" AIR SPACE2X4 LOOKOUTS2X10 SUB FASCIA w/ 4/4" x 4" ON 4/4" x 10" LP TIERED FASCIA LP VENTED SOFFITSLP 5/4" x 10" FRIEZE BOARDS R-50 BLOWN INSULATIONPOLY VAPOR BARRIER5/8" GYP. BRD. CEILING 3/4" LP 350 SUBFLOOR GLUED & SCREWED24" FLOOR TRUSSES @ 19.2" O.C.(FLOOR SYSTEM DESIGNER TO VERIFY SIZE & SPACING BASED ON SPANS)5/8" GYP. BRD. ON CEILINGSPRAY INSULATE RIMS (R-21) SIDING PER ELEVATIONHOUSE WRAP (WRAP WINDOWS PER MFG. SPEC.)1/2" OSB SHEATHING2X6 STUDS @16" O.C.DBL. TOP PLATER-21 WALL INSULATION 4 MIL POLY VAPOR BARRIER1/2" GYP. BRD.2X6 SOLE PLATEALL DETAILS TO CONFORM W/ ENERGY CODE 3/4" LP 350 SUBFLOOR GLUED & SCREWED20" FLOOR TRUSSES @ 19.2" O.C.(FLOOR SYSTEM DESIGNER TO VERIFY SIZE & SPACING BASED ON SPANS)FLASHING UNDER SILLS & STOOPSTREATED 2X6 SILL PLATE w/ SEALER 1/2" ANCHOR BOLTS @ 6' O.C. & 1' FROM CORNERS5/8" GYP. BRD. ON CEILINGSPRAY INSULATE RIMS (R-21) WATCH DOG WATERPROOFING SYSTEMEXTERIOR THERMAL WALL:2" RIGID FP ULTRA LITE PANEL (STUCCO COLOR) (R-10) INSTALLED TO FOLLOW GRADE PROVIDE FLASHING TO COVER EXPOSED INSULATIONPOURED CONC. 2-3/8" TREMCO ENERGY BOARD ON EXTERIOR SIDE OF FOUDATION LIVING AREA BELOW GRADE2" CERTISTUD ON FOUNDATION SIDES ABOVE GRADE READY FOR SIDING APPLICATION WALL PER PLANREINFORCE WALLS PER CODE AND ENGINEER'S SPECIFICATIONS20" X 8" CONTINUOUS CONC. FOOTING UNLESS OTHERWISE NOTED4" POURED CONCRETE SLAB VAPOR/MOISTURE BARRIER PER IRC SECTION 506 EXTENDING UP THE WALL AND SEALED TO FOUNDATION WALL3/4" CLEAR ROCK BED UNDERNEATH LOWER LEVEL SLAB4" SAND BED UNDER GARAGE SLAB INTERIOR & EXTERIOR 4" DIA. PERFORATED DRAIN TILE PIPED TO SUMP BASKET INTERIOR THERMAL WALL:1" RIGID INSULATION (R-5)2x4 STUDS @ 16" O.C.2x4 TRD. PLATE1/2" GYP BD. 3" MIN. ABS OR PVC OR EQUIVALENTGAS TIGHT PIPE SEAL ALL JOINTSBETWEEN SLABAND FOUNDATION WALL 4" PERFORATED DRAINTILE W/FILTER FABRIC8"X16" ROCK TRENCH SEALED SUMP BASKET MIN 6 MIL OR 3 MIL CROSSLAMINATED POLY SHALL BELAPPED 12" AND PLACED BELOWTHE SLAB AND ON TOP OF 4" MIN. SAND GASPERMEABLE LAYER INSTALL LABEL READING (RADON REDUCTION SYSTEM) ON THE VENT PIPE AT EACH FLOORAND IN ACCESSIBLE ATTICS ALL CONTROL JOINTS, ISOLATION JOINTSCONSTRUCTION JOINTS AND ANY OTHERJOINTS IN CONCRETE SLABS SHALL BESEALED WITH CAULK OR SEALANT SEAL ALL FLOOR OPENINGS ALL PIPE JOINTS AND FITTINGSTO BE GLUED OR TRANSITIONCOUPLINGS PROVIDE SPACE FOR FUTUREINSTALLATION OF A FAN*MIN. 24' DIAMETER CENTERED ON THE AXIS OR THE VENT STACK*MIN. VERTICAL DISTANCE 36" INSTALL LIVE OUTLET IN ATTIC WHEREFUTURE FAN MAY BE INSTALLED R-4 MIN. INSULATION AROUND PIPE IN UNCONDITIONED SPACES First Floor1008.4 5 1/2"2' - 1 3/4"3"8' - 0"10' - 4 3/4"21"3"36"3"21" 7' - 0"25 3/4"3"22 3/8"11 1/16"22 3/8"23 5/16"Radius66 15/16"11 1/16"5/4" x 6" TRIM BD. 08 09 08 113112113 DRAWN BYDESCRIPTIONPROJECT #PROJECTISSUERE-ISSUEBUILDER18476 KENRICK AVE SUITE 202LAKEVILLE, MN 55044TEL: 952.428.8200EM: Dave@DavidCharlezDesigns.comD 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 Sa 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 2024. Do not replicate with out permission (952)428-8200. David Charlez Design retains rights to all plans and detail shown.1/25/20242:04:42 PM23 SchedulesHBT - Larson - Bid SetLarson - Lake MarionHomes by Tradition16972 Brandtjen Farm Dr.Lakeville, MN 5504401.25.2024SMM10330 199TH. ST. WLAKEVILLE, MN 55044REVISION SCHEDULENumberDate Issued by D O O R S C H E D U L E Tag Door SizeDoor TypeQuantity Head HeightLevel Room Name Comments 001 72" x 96" 2-Panel Sliding Patio Door1 8' - 0"Basement PATIO 002 36" x 96" 1-Panel Inswing Glass Door1 8' - 0"Basement COVERED PATIO Full Glass 003 30" x 84" Single Pocket (Interior)1 7' - 0"Basement LAKE BATH 004 30" x 84" Single Swing (Interior)1 7' - 0"Basement BDRM #4 005 30" x 84" Single Swing (Interior)1 7' - 0"Basement BDRM #4 006 48" x 84" 2-Panel Inswing Glass Door1 7' - 0"Basement EXERCISE ROOM Opaque Glass 007 36" x 84" Single Swing (Interior)1 7' - 0"Basement MECH. ROOM 008 48" x 96" Double Swing (Interior)1 8' - 0"Basement WET BAR 101 9'-0" x 8'-0" Overhead Single Garage Door1 8' - 0"Garage Floor GARAGE 102 18'-0" x 8'-0" Overhead Double Garage Door1 8' - 0"Garage Floor GARAGE 103 36" x 80" Single Swing (Fire Door)1 6' - 8"First Floor MUD ROOM 20 MIN RATED 104 36" x 86" 1-Panel Inswing Glass Door1 7' - 2"First Floor MUD ROOM Full Glass 105 32" x 80" Single Swing (Interior)1 6' - 8"First Floor W.I.C. 106 32" x 96" Single Swing (Interior)1 8' - 0"First Floor PDWR BATH 107 36" x 96" Single Pocket (Interior)1 8' - 0"First Floor HALLWAY 108 36" x 86" 1-Panel Inswing Glass Door1 7' - 2"First Floor KITCHENFull Glass 109 36" x 96" Single Screen Door1 7' - 11" First Floor DECK 110 170"x116" Recessed Retractable Phantom Screen1 9' - 7 1/8" First Floor SCREEN PATIO 111 96" x 86" 2-Panel Sliding Patio Door1 7' - 2"First Floor DINING ROOM 112 36"x96" Entry Door & Sidelites - French Panel1 8' - 0"First Floor FOYER 113 21"x96 Entry Door & Sidelites - French Panel1 8' - 0"First Floor FOYER 113 21"x96 Entry Door & Sidelites - French Panel1 8' - 0"First Floor FOYER 201 30" x 80" Single Swing (Interior)1 6' - 8"Second Floor BDRM #2 202 30" x 80" Single Pocket (Interior)1 6' - 8"Second Floor BATH #2 203 30" x 80" Single Swing (Interior)1 6' - 8"Second Floor WIC #2 204 36" x 80" Single Swing (Interior)1 6' - 8"Second Floor PRIMARY SUITE 205 32" x 80" Single Pocket (Interior)1 6' - 8"Second Floor PRIMARY SUITE 206 32" x 80" Single Swing (Interior)1 6' - 8"Second Floor PRIMARY WIC 207 32" x 80" Single Swing (Interior)1 6' - 8"Second Floor PRIMARY BATH 208 30" x 80" Single Swing (Interior)1 6' - 8"Second Floor HALLWAY 209 36" x 80" Single Swing (Interior)1 6' - 8"Second Floor HALLWAY 210 30" x 80" Single Swing (Interior)1 6' - 8"Second Floor BDRM #3 211 30" x 80" Single Pocket (Interior)1 6' - 8"Second Floor BATH #3 212 30" x 80" Single Swing (Interior)1 6' - 8"Second Floor WIC #3 Total Doors: 34 W I N D O W S C H E D U L E Tag Window SizeWindow TypeQuantity Head Height Level Room Location Comments 01 32" x 72"Double Hung2 8' - 0"BasementBDRM #4 02 32" x 72"Double Hung1 8' - 0"BasementFAMILY ROOM 03 36" x 72"Fixed2 8' - 0"BasementFAMILY ROOM 04 36" x 18"Awning2 2' - 0"BasementFAMILY ROOM 05 30" x 30"Fixed5 7' - 6"T.O. GarageFoundationGARAGE 06 32" x 18"Transom2 9' - 0"First FloorSTAIRCASE 07 32" x 72"Double Hung2 7' - 6"First FloorSTAIRCASE 08 21"x22"See Window Detail 3 on Pg23A.2 10' - 1 3/8"First FloorFOYER 09 36"x26"See Window Detail 3 on Pg 23A1 10' - 4 3/4"First FloorFOYER 10 32" x 18"Transom4 9' - 0"First FloorMUSIC ROOM 11 32" x 72"Double Hung4 7' - 6"First FloorMUSIC ROOM 12 42" x 24"Transom2 9' - 0"First FloorGREAT ROOM 13 48" x 18"Transom2 9' - 0"First FloorGREAT ROOM 14 48" x 72"Fixed2 7' - 6"First FloorGREAT ROOM 15 48" x 18"Awning2 1' - 6"First FloorGREAT ROOM 16 60" x 18"Transom1 9' - 0"First FloorGREAT ROOM 17 60" x 72"Fixed1 7' - 6"First FloorGREAT ROOM 18 60" x 18"Awning1 1' - 6"First FloorGREAT ROOM 19 48" x 18"Transom2 9' - 0"First FloorDINING ROOM 20 32" x 18"Transom2 9' - 0"First FloorKITCHEN 21 32" x 48"Casement2 7' - 6"First FloorKITCHEN 22 36" x 18"Transom1 9' - 0"First FloorSCREEN PATIO 23 48" x 18"Transom2 9' - 0"First FloorPANTRY / OFFICE 24 48" x 48"Fixed2 7' - 6"First FloorPANTRY / OFFICE 25 36" x 18"Transom1 9' - 0"First FloorMUD ROOM 26 30" x 30"Fixed1 16' - 7 7/8"First FloorScreen Porch Gable 27 32" x 66"Double Hung4 4' - 1 3/4"Second FloorBONUS RM 28 24" x 24"Fixed1 7' - 0"Second FloorGarage Front Gable 29 32" x 42"Casement1 7' - 0"Second FloorLOFT 30 32" x 42"Casement1 7' - 0"Second FloorL'DRY 31 32" x 72"Double Hung2 7' - 0"Second FloorSTAIRCASE 32 32" x 60"Double Hung1 7' - 0"Second FloorOPEN TO BELOW 33 32" x 72"Double Hung2 7' - 0"Second FloorBDRM #2 34 48" x 30"Transom1 9' - 10"Second FloorPRIMARY SUITE 35 48" x 66"Fixed1 7' - 0"Second FloorPRIMARY SUITE 36 36" x 66"Double Hung2 7' - 0"Second FloorPRIMARY SUITE 37 32" x 66"Double Hung3 7' - 0"Second FloorPRIMARY BATH 38 32" x 66"Double Hung2 7' - 0"Second FloorBDRM #3 39 24" x 48"Double Hung1 7' - 0"Second FloorBATH #3 40 32" x 60"Double Hung2 7' - 0"Second FloorLOFT 41 32" x 66"Double Hung2 4' - 1 3/4"Second FloorBONUS RM 44 48" x 18"Transom1 7' - 0 1/8"Second FloorWIC #3 Total Windows: 78 1/4" = 1'-0" 1Detail - Passive Radon System 1/2" = 1'-0" 2 Typical Wall Section 3/4" = 1'-0" 3Detail - Front Entry Site address Contractor 1 Total/ continuous 60/40 70/40 80/40 90/45 100/50 110/55 120/60 130/65 140/70 150/75 Equation 11-1 Directions - Determine the total and continuous ventilation rate by either using Table R403.5.2 or equation 11-1. The table and equation are below Total required ventilation Continuous ventilation Section A Total ventilation – The mechanical ventilation system shall provide sufficient outdoor air to equal the total ventilation rate average, for each one‐hour period according to the above table or equation. For heat recovery ventilators (HRV) and energy recovery ventilators (ERV) the average hourly ventilation capacity must be determined in consideration of any reduction of exhaust or out outdoor air intake, or both, for defrost or other equipment cycling. Continuous ventilation - A minimum of 50 percent of the total ventilation rate, but not less than 40 cfm, shall be provided, on a continuous rate average for each one‐hour period. The portion of the mechanical ventilation system intended to be continuous may have automatic cycling controls providing the average flow rate for each hour is met. (0.02 x square feet of conditioned space) + [15 x (number of bedrooms + 1)] = Total ventilation rate (cfm) Date Completed By Ventilation Quantity (Determine quantity by using Table R403.5.2 or Equation 11‐1) Square feet (Conditioned area including Basement – finished or unfinished) Number of bedrooms Table R403.5.2 Total and Continuous Ventilation Rates (in cfm) Number of Bedrooms 2 3 4 5 6 Total/ continuous 1000‐1500 75/40 90/45 105/53 120/60 135/68 Conditioned space (in sq. ft.) Total/ continuous Total/ continuous Total/ continuous Total/ continuous 145/73 2001‐2500 95/48 110/55 125/63 140/70 155/78 1501‐2000 85/43 100/50 115/58 130/65 165/83 3001‐3500 115/58 130/65 145/73 160/80 175/88 2501‐3000 105/53 120/60 135/68 150/75 185/93 4001‐4500 135/68 150/75 165/83 180/90 195/98 3501‐4000 125/63 140/70 155/78 170/85 205/103 5001‐5500 155/78 170/85 185/93 200/100 215/108 4501‐5000 145/73 160/80 175/88 190/95 225/1135501‐6000 165/83 180/90 195/98 210/105 Continuous Ventilation Method (Choose either balanced or exhaust only) Low cfm:High cfm:Continuous fan rating in cfm (capacity must not exceed continuous ventilation rating by more than 100%) Ventilation Fan Schedule Description Location Intermittent Section C Directions - The ventilation fan schedule should describe what the fan is for, the location, cfm, and whether it is used for continuous or intermittent ventilation. The fan that is chose for continuous ventilation must be equal to or greater than the low cfm air rating and less than 100% greater than the continuous rate. (For instance, if the low cfm is 40 cfm, the continuous ventilation fan must not exceed 80 cfm.) Automatic controls may allow the use of a larger fan that is operated a percentage of each hour. Section D Directions - Describe the operation of the ventilation system. There should be adequate detail for plan reviewers and inspectors to verify design and installation compliance. Related trades also need adequate detail for placement of controls and proper operation of the building ventilation. If exhaust fans are used for building ventilation, describe the operation and location of any controls, indicators and legends. If an ERV or HRV is to be installed, describe how it will be installed. If it will be connected and interfaced with the air handling equipment, please describe such connections as detailed in the manufactures’ installation instructions. If the installation instructions require or recommend the equipment to be interlocked with the air handling equipment for proper operation, such interconnection shall be made and described. Section B Balanced, HRV (Heat Recovery Ventilator) or ERV (Energy Recovery Ventilator) – cfm of unit in low must not exceed continuous ventilation rating by more than 100%. Exhaust only Continuous fan rating in cfm Directions - Choose the method of ventilation, balanced or exhaust only. Balanced ventilation systems are typically HRV or ERV’s. Enter the low and high cfm amounts. Low cfm air flow must be equal to or greater than the required continuous ventilation rate and less than 100% greater than the continuous rate. (For instance, if the low cfm is 40 cfm, the ventilation fan must not exceed 80 cfm.) Automatic controls may allow the use of a larger fan that is operated a percentage of each hour. Ventilation Controls (Describe operation and control of the continuous and intermittent ventilation) One or multiple power vent or direct vent ap‐ pliances or no combus‐ tion appliances Column A One or multiple fan‐ assisted appliances and power vent or direct vent appliances Column B One atmospherically vent gas or oil appliance or one solid fuel appliance Column C Multiple atmospherical‐ ly vented gas or oil appliances or solid fuel appliances Column D 1. a) pressure factor (cfm/sf) 0.15 0.09 0.06 0.03 b) conditioned floor area (sf) (including unfinished basements) Estimated House Infiltration (cfm): [1a x 1b] 2. Exhaust Capacity a) continuous exhaust‐only ventilation system (cfm); (not applicable to ba‐ lanced ventilation systems such as HRV) b) clothes dryer (cfm)135 135 135 135 c) 80% of largest exhaust rating (cfm); Kitchen hood typically (not applicable if recirculating system or if powered makeup air is electrically interlocked and match to exhaust)d) 80% of next largest exhaust rating (cfm); bath fan typically (not applicable if recirculating system or if powered makeup air is electrically interlocked and matched to exhaust) Not Applicable Total Exhaust Capacity (cfm); [2a + 2b +2c + 2d] 3. Makeup Air Quantity (cfm) a) total exhaust capacity (from above) b) estimated house infiltration (from above) Makeup Air Quantity (cfm); [3a – 3b] (if value is negative, no makeup air is needed) 4. For makeup Air Opening Sizing, refer to Table 501.4.2 C. Use this column if there is one atmospherically vented (other than fan‐assisted) gas or oil appliance per venting system or one solid fuel appliance. D. Use this column if there are multiple atmospherically vented gas or oil appliances using a common vent or if there are atmospherically vented gas or oil appliances and solid fule appliances. Table 501.4.1 PROCEDURE TO DETERMINE MAKEUP AIR QUANITY FOR EXHAUST EQUIPMENT IN DWELLINGS (Additional combustion air will be required for combustion appliances, see KAIR method for calculations) Directions ‐ In order to determine the makeup air, Table 501.4.1 must be filled out (see below). For most new installations, column A will be appropriate, however, if atmospherically vented appliances or solid fuel appliances are installed, use the appropriate column. Please note, if the makeup air quantity is negative, no additional makeup air will be required for ventilation, if the value is positive refer to Table 501.4.2 and size the opening. Transfer the cfm, size of opening and type (round, rectangular, flex or rigid) to the last line of section D. A. Use this column if there are other than fan‐assisted or atmospherically vented gas or oil appliance or if there are no combustion appliances. (Power vent and direct vent appliances may be used.) B. Use this column if there is one fan‐assisted appliance per venting system. (Appliances other than atmospherically vented appliances may also be included.) One or multiple power vent, direct vent ap‐ pliances, or no combus‐ tion appliances Column A Multiple atmospherically vented gas or oil ap‐ pliances or solid fuel appliances Column D Duct di‐ ameter 1 – 36 1 – 9 3 37 – 66 10 – 17 4 67 – 109 18 – 28 5 110 ‐ 163 29 – 42 6 164 – 232 43 – 61 7 233 – 317 62 – 83 8 318 – 419 84 – 110 9 420 – 539 111 – 142 10 540 – 679 143 – 179 11 >679 >179 NA Notes: A. An equivalent length of 100 feet of round smooth metal duct is assumed. Subtract 40 feet for the exterior hood and ten feet for each 90‐ degree elbow to determine the remaining length of straight duct allowable. B. If flexible duct is used, increase the duct diameter by one inch. Flexible duct shall be stretched with minimal sags. Compressed duct shall not be accepted. C. Barometric dampers are prohibited in passive makeup air openings when any atmospherically vented appliance is installed. D. Powered makeup air shall be electrically interlocked with the largest exhaust system. Explanation ‐ If no atmospheric or power vented appliances are installed, check the appropriate box, not required. If a power vented or atmospherically vented appliance installed, use IFGC Appendix E, Worksheet E‐1 (see below). Please enter size and type. Combustion air vent supplies must communicate with the appliance or appliances that require the combustion air. Section F calculations follow on the next 2 pages. One or multiple fan‐ assisted appliances and power vent or direct vent appliances Column B One atmospherically vented gas or oil ap‐ pliance or one solid fuel appliance Column CPassive opening 1 – 22 1 – 15 Passive opening 23 – 41 16 – 28 Passive opening 42 – 66 29 – 46 Passive opening 67 – 100 47 – 69 Passive opening 101 – 143 70 – 99 231 – 290 Passive opening 144 – 195 100 – 135 Passive opening w/motorized damper 196 – 258 136 – 179 Passive (see IFGC Appendix E, Worksheet E‐1)Size and type Other, describe: Table 501.4.2 Makeup Air Opening Sizing Table for New and Existing Dwelling Units Powered makeup air >419 >290 Combustion air Not required per mechanical code (No atmospheric or power vented appliances) Passive opening w/motorized damper 259 – 332 180 – 230 Passive opening w/motorized damper 333 – 419 IFGC Appendix E, Worksheet E‐1 Residential Combustion Air Calculation Method (for Furnace, Boiler, and/or Water Heater in the Same Space) Step 1: Complete vented combustion appliance information. Furnace/Boiler: Draft Hood Fan Assisted Direct Vent Input: Btu/hr or Power Vent Water Heater: Draft Hood Fan Assisted Direct Vent Input: Btu/hr or Power Vent Step 2: Calculate the volume of the Combustion Appliance Space (CAS) containing combustion appliances. The CAS includes all spaces connected to one another by code compliant openings. CAS volume: ft3 L x W x H L W H Step 3: Determine Air Changes per Hour (ACH)1 Default ACH values have been incorporated into Table E‐1 for use with Method 4b (KAIR Method). If the year of construction or ACH is not known, use method 4a (Standard Method). Step 4: Determine Required Volume for Combustion Air. (DO NOT COUNT DIRECT VENT APPLIANCES) 4a. Standard Method Total Btu/hr input of all combustion appliances Input: Btu/hr Use Standard Method column in Table E‐1 to find Total Required TRV: ft3 Volume (TRV) If CAS Volume (from Step 2) i s gr ea t er th an TRV then no outdoor openings are needed. If CAS Volume (from Step 2) i s less than TRV then go to STEP 5. 4b. Known Air Infiltration Rate (KAIR) Method (DO NOT COUNT DIRECT VENT APPLIANCES) Total Btu/hr input of all fan-assisted and power vent appliances Input: Btu/hr Use Fan‐Assisted Appliances column in Table E‐1 to find RVFA: ft3 Required Volume Fan Assisted (RVFA) Total Btu/hr input of all Natural draft appliances Input: Btu/hr Use Natural draft Appliances column in Table E‐1 to find RVNFA: ft3 Required Volume Natural draft appliances (RVNDA) Total Required Volume (TRV) = RVFA + RVNDA TRV = + = TRV ft3 Step 5: Calculate the ratio of available interior volume to the total required volume. Ratio = CAS Volume (from Step 2) divided by TRV (from Step 4a or Step 4b) Ratio = / = Step 6: Calculate Reduction Factor (RF). RF = 1 mi nus Ratio RF = 1 ‐ = Step 7: Calculate single outdoor opening as if all combustion air is from outside. Total Btu/hr input of all Combustion Appliances in the same CAS Input: Btu/hr (EXCEPT DIRECT VENT) Combustion Air Opening Area (CAOA): Total Btu/hr d i vid ed by 3000 Btu/hr per in2 CAOA = / 3000 Btu/hr per in2 = in2 Step 8: Calculate Minimum CAOA. Minimum CAOA = CAOA multiplied by RF Minimum CAOA = x = in2 Step 9: Calculate Combustion Air Opening Diameter (CAOD) CAOD = 1.13 m ultiplied by the sq uare root of Minimum CAOA CAOD = 1.13 √ Minimum CAOA = in. diameter go up one inch in size if using flex duct 1 If desired, ACH can be determined using ASHRAE calculation or blower door test. Follow procedures in Section G304. Directions ‐ The Minnesota Fuel Gas Code method to calculate to size of a required combustion air opening, is called the Known Air Infiltration Rate Method. For new construction, 4b of step 4 is required to be filled out. 1994 to present Pre‐1994 1994 to present Pre‐1994 5,000 250 375 188 525 263 10,000 500 750 375 1,050 525 15,000 750 1,125 563 1,575 788 20,000 1,000 1,500 750 2,100 1,050 25,000 1,250 1,875 938 2,625 1,313 30,000 1,500 2,250 1,125 3,150 1,575 35,000 1,750 2,625 1,313 3,675 1,838 40,000 2,000 3,000 1,500 4,200 2,100 45,000 2,250 3,375 1,688 4,725 2,363 50,000 2,500 3,750 1,675 5,250 2,625 55,000 2,750 4,125 2,063 5,775 2,888 60,000 3,000 4,500 2,250 6,300 3,150 65,000 3,250 4,875 2,438 6,825 3,413 70,000 3,500 5,250 2,625 7,350 3,675 75,000 3,750 5,625 2,813 7,875 3,938 80,000 4,000 6,000 3,000 8,400 4,200 85,000 4,250 6,375 3,188 8,925 4,463 90,000 4,500 6,750 3,375 9,450 4,725 95,000 4,750 7,125 3,563 9,975 4,988 100,000 5,000 7,500 3,750 10,500 5,250 105,000 5,250 7,875 3,938 11,025 5,513 110,000 5,500 8,250 4,125 11,550 5,775 115,000 5,750 8.625 4,313 12,075 6,038 120,000 6,000 9,000 4,500 12,600 6,300 125,000 6,250 9,375 4,688 13,125 6,563 130,000 6,500 9,750 4,875 13,650 6,825 135,000 6,750 10,125 5,063 14,175 7,088 140,000 7,000 10,500 5,250 14,700 7,350 145,000 7,250 10,875 5,438 15,225 7,613 150,000 7,500 11,250 5,625 15,750 7,875 155,000 7,750 11,625 5,813 16,275 8,138 160,000 8,000 12,000 6,000 16,800 8,400 165,000 8,250 12,375 6,188 17,325 8,663 170,000 8,500 12,750 6,375 17,850 8,925 175,000 8,750 13,125 6,563 18,375 9,188 180,000 9,000 13,500 6,750 18,900 9,450 185,000 9,250 13,875 6,938 19,425 9,713 190,000 9,500 14,250 7,125 19,950 9,975 195,000 9,750 14,625 7,313 20,475 10,238 200,000 10,000 15,000 7,500 21,000 10,500 205,000 10,250 15,375 7,688 21,525 10,783 210,000 10,500 15,750 7,875 22,050 11,025 215,000 10,750 16,125 8,063 22,575 11,288 220,000 11,000 16,500 8,250 23,100 11,550 225,000 11,250 16,875 8,438 23,625 11,813 230,000 11,500 17,250 8,625 24,150 12,075 1. The 1994 date refers to dwellings constructed under the 1994 Minnesota Energy Code. The default KAIR used in this section of the table is 0.20 ACH. 2. This section of the table is to be used for dwellings constructed prior to 1994. The default KAIR used in this section of the table is 0.40 ACH. IFGC Appendix E, Table E‐1 Residential Combustion air (Required Interior Volume Based on Input Rating of Appliance) Input Rating (Btu/hr) Standard Method Known Air Infiltration Rate (KAIR) Method (cu ft) Fan Assisted or Power Vent Natural Draft NEW RESIDENTIAL CONSTRUCTION SWPPP VERIFICATION This form must be completed and submitted with all new residential permit applications. A National Pollutant Discharge Elimination System (NPDES) Construction Stormwater Permit is required for “Construction activity that results in land disturbance of equal to or greater than one (1) acre or if a project is part of a common plan of development that will ultimately disturb greater than one (1) acre,” (NPDES Permit, Section 1.2). Project Site Address: _____________________________________________________________________ Company Name: _________________________________________________________________________ *Primary Company Contact: _________________________________________________________________ *Should a site be deemed noncompliant, this individual will be notified Phone #: ____________________________ Email: ______________________________________________ If you are not covered under a NPDES Construction Stormwater Permit administered by the Minnesota Pollution Control Agency (MPCA), an erosion and sediment control plan MUST be approved as part of the residential building permit application. “Permittees must ensure a trained person will inspect the entire construction site at least once every seven (7) days during active construction and within 24 hours after a rainfall event greater than ½ inch in 24 hours,” (NPDES Permit, Section 11.2). The City of Lakeville reserves the right to request weekly inspection logs. The City of Lakeville may issue a STOP WORK ORDER; withhold building inspections; or, draw on securities/escrows to bring the site into compliance with the NPDES Construction Stormwater Permit (MN R 100001) or erosion and sediment control plan. Contact information of person CERTIFIED to provide weekly onsite erosion and sediment control inspections and corrective actions: Name: ____________________________________ Company: ___________________________________ Phone # (24 hr Contact): ______________________ Email: ______________________________________ Entity that Provided Training: __________________________ Certification Expiration Date: ____________ NOTE: Prior to any land-disturbing activity, all erosion and sediment controls must be installed I understand the above information to be accurate and I have read, understood, and accepted all terms and conditions of the NPDES Permit (MN R 100001). Signature: ________________________________________________ Date:_________________________ Contact the City of Lakeville with questions at erosion@lakevillemn.gov or 952-985-4500 10330 199th St. W. Homes by Tradition Mac McGaffey 612-248-0071 mac.mcgaffey@homesbytradition.com Rob D. St Sauver Tradition Development 952-292-2419 Rob.StSauver@traditiondevelopment.com University of Minnesota May 31, 2025 Matt Mazanec Feb. 14, 2024 2/29/24 X PM