HomeMy WebLinkAboutLA189161-19459 Iteri Ave 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:________________________________________ _______________________________
OFFICE PHONE #:_____________________________ CELL PHONE:___________________________
ADDRESS:____________________________ CITY:________________ ST:______ ZIP:____________
BOND #:_______________________________________ EXPIRATION DATE____________________
SEWER/WATER CONTRACTOR
New Construction Only
NAME:________________________________________________ ______________________________
HOME PHONE _____________________________ CELL PHONE:______________________________
BOND #:_______________________________________ EXPIRATION DATE____________________
INTEREST EARNINGS ON THE ESCROW ACCOUNTS, IF ANY, ARE RETAINED BY THE CITY TO OFFSET THE
ADMINISTRATIVE COSTS ASSOCIATED WITH PROCESSING THE ESCROW APPLICATION AND REFUND. I HEREBY
APPLY FOR A BUILDING PERMIT AND I ACKNOWLEDGE THAT THE INFORMATION ABOVE IS COMPLETE AND
ACCURATE; THAT THE WORK WILL BE IN CONFORMANCE WITH THE ORDINANCES AND CODES OF THE CITY AND
WITH THE STATE BUILDING CODE, THAT I UNDERSTAND THIS IS NOT A PERMIT AND WORK IS NOT TO START
WITHOUT A PERMIT AND THAT THE WORK WILL BE IN ACCORDANCE WITH THE APPROVED PLAN.
NAME OF APPLICANT (Please Print)DATE
APPLICANT’S SIGNATURE:
www.lakevillemn.gov
3/1/21
DM
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 DECK FOOTING
CONDO FIREPLACE
ACESSORY BUILDING FOOTING
REROOF FOUNDATION
RESIDE FRAMING
PORCH FRAMING
GARAGES
INSULATION
RES ADDN/REPAIR/RMDL
DECK
PORCH
GARAGES LATH
LOWER LEVEL FINISH LOWER LEVEL FINAL
ADDITION OTHER
FOUNDATION ONLY PORCH FOOTING
MISCELLANEOUS POURED WALL
DEMO SEPTIC TANK REMOVAL
MOVED SITE
MECHANICAL
CITY BUILDING VALUATION: $AIR TEST
FINAL
BUILDING PERMIT FEES ROUGH-IN
$PERMIT FEE PLUMBING
$PLAN CHECK FINAL
$SURCHARGE ROUGH-IN
$METRO SAC METER SIZE
$CITY WATER HOOKUP UNIT PRESSURE REDUCING VALVE
$CITY SEWER HOOKUP UNIT SEWER/WATER
$LANDSCAPE ESCROW SEWER/WATER
$TREE ESCROW FINAL
$MISC ESCROW STREET DRAINTILE
$PLUMBING BUILDING INFORMATION
$MECHANICAL TYPE OF CONSTRUCTION
$SEWER WATER ZONING
$OTHER CODE EDITION
$TOTAL FIRE SUPPRESSION SYSTEM
OCCUPANCY GROUP
APPROVED BY:
BUILDING INSPECTOR: Date:
PLUMBING/MECHANICAL
INSPECTOR: Date:
COMMENTS:
20195 Holyoke Avenue, Lakeville, MN 55044
952-985-4400 952-985-4499 fax
www.lakevillemn.gov
Sewer & Water Tie Card
Address:________________________________________
Contractor:______________________________________
Permit Number:__________________________________
Final Date:________________
Street Drain-Tile:______
Size of Water Service: 1”
Comments: AIRTEST SANITARY OVER 20’/2 FITTINGS
THIS CARD MUST BE COMPLETED AND ON-SITE AT TIME
OF SEWER & WATER INSPECTION
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 SD 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 SaNotes: 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 foritems including, but not limited to : construction technique, quality of material, workmanship, code adherence, safety, waterproofing, 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 inthe rendering for illustrative purpose only. Consult builder for standard or included features. c David Charlez Designs 2021.Do not replicate with out permission (952)428-8200. David Charlez Design retains rights to all plans and detail shown.3/17/2021 9:34:45AM00TitleSD- Kovich -SchmidtResidence- CD -- Rev 1 -LMCKovich - Schmidt ResidenceSD Custom Homes750 Main StreetSuite #223Mendota Heights, MN 5511801.12.2021LMC19459 Iteri Ave.Lakeville, MNk o v i c h - s c h m i d t r e s i d e n c e19459 ITERI AVENUELAKEVILLE, MNConcept Approval ONLYSubject to Field InspectionInspectorDate2020MN BldgCode03/17/2021dmathews
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 SD 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 SaNotes: 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 foritems including, but not limited to : construction technique, quality of material, workmanship, code adherence, safety, waterproofing, 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 inthe rendering for illustrative purpose only. Consult builder for standard or included features. c David Charlez Designs 2021.Do not replicate with out permission (952)428-8200. David Charlez Design retains rights to all plans and detail shown.3/17/2021 9:35:03AM00aTitle IISD- Kovich -SchmidtResidence- CD -- Rev 1 -LMCKovich - Schmidt ResidenceSD Custom Homes750 Main StreetSuite #223Mendota Heights, MN 5511801.12.2021LMC19459 Iteri Ave.Lakeville, MNk o v i c h - s c h m i d t r e s i d e n c e19459 ITERI AVENUELAKEVILLE, MN
First Floor0' -0"Basement-10' -2 3/4"T.O. Footing-10' -6 1/4"Top of Foundation-2' -2 1/4"First Floor Clg.8' -4 1/2"Grade-2' -8 1/4"8' - 4 1/2"2' - 2 1/4"8' - 4"Basement Clg.-2' -0 3/4"2' - 2 1/4"Lower Level Window Height7' - 6"Main Level Window Height7' - 0"Roof Peak26' -4"17' - 11 1/2"29' - 0 1/4"5/4" x 8" TRIMAAAAAAAABBB BACC5/4" x 8" TRIM5/4" x 8" TRIM 5/4" x 8" TRIM5/4" x 8" TRIM5/4" x 8" TRIM5/4" x 8" TRIM5/4" x 8" TRIM5/4" x 8" TRIM5/4" x 8" FRIEZE BOARD2" x 2" TRIM BOARD4/4" x 8" TRIM5/4" x 8" TRIM5/4" x 8" TRIM5/4" x 8" FRIEZE BOARD5/4" x 8" FRIEZE BOARD2" x 2" TRM. BRD5/4" x 8" FRZ. BD6" BUILDOUT5' - 8 1/2"5/4" x 6" TRIM5/4" x 6" TRIM5/4" x 6" TRIM3"51 1/2"3" STONE CAP4/4" x 8" TRIM4) CORBEL #1 a02-32" x 2" TRIM / 5/4"x6" ST'KD TRIM WRAPPED @ DORMER BASE2040 SH-FIXED @ 19'-3" FROM M.L.2040SH-FIXED @ 17'-6" FROM M.L.GUTTERGUTTER2040 SH-FIXED @ 19'-3" FROM M.L.First Floor0' -0"Basement-10' -2 3/4"T.O. Footing-10' -6 1/4"Top of Foundation-2' -2 1/4"First Floor Clg.8' -4 1/2"Grade-2' -8 1/4"Basement Clg.-2' -0 3/4"Roof Peak26' -4"A5/4" x 8" TRIMAAAAAAAC10" CONT. SOFFIT4/4" x 8" TRIM5/4" x 8" TRIM5/4" x 8" TRIM5/4" x 8" TRIM5/4" x 8" TRIM2" x 2" TRIM5/4" x 8" FRIEZE BOARD5/4" x 8" TRIM5/4" x 8" TRIMCORBEL # 1 a02-35/4" x 4" TRIM5/4" x 4" TRIMCONCRETE PATIO5/4" x 6" TRIM BD.5/4" x 4" TRIM BD.5/4" x 6" TRIM BD.5/4" x 6" TRIM BD APRON2"x2" STOOL4" CROWN4"4"3/4"3/4"1 1/2"1 1/2"3 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 SD 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 SaNotes: 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 foritems including, but not limited to : construction technique, quality of material, workmanship, code adherence, safety, waterproofing, 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 inthe rendering for illustrative purpose only. Consult builder for standard or included features. c David Charlez Designs 2021.Do not replicate with out permission (952)428-8200. David Charlez Design retains rights to all plans and detail shown.3/17/2021 9:35:18AM01Front & Rear ElevationsSD- Kovich -SchmidtResidence- CD -- Rev 1 -LMCKovich - Schmidt ResidenceSD Custom Homes750 Main StreetSuite #223Mendota Heights, MN 5511801.12.2021LMC19459 Iteri Ave.Lakeville, MN1/4" = 1'-0"1Front Elevation1/4" = 1'-0"2Rear ElevationSTONEATTACHMENT1. 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 NOTBE 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 BEFOREINSTALLING 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:SEE "TYPICAL EXTERIOR MATERIALS" FOR ALL CLADDING SHOWNSEE PAGE A12 FOR SQUARE FOOTAGE CALCULATIONSMETAL 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.elevation notes:TYPICAL EXTERIOR MATERIALSASPHALT SHINGLES W/ NATURAL SHADOW ARCHITECTURAL GRADEHARDIE BOARD (SMOOTH) w/ BATTEN STRIPS @ 16" O.C. PER ELEVATIONHARDIE PANEL (SMOOTH) PER ELEVATION 2" STONE VENEER PER ELEVATIONINSTALL KICK OUT FLASHING & TWO MEMBRANE TAR PAPER BACKING IN ALL STONE AREAS5/4" x 6" w/ 2"x2" HEADER/ STOOL HARDIE WINDOW & DOOR WRAPS PER ELEVATION (SEE a02-4)5/4"x6"/5/4"x4" HARDIE WINDOW WRAPS w/ 4" CROWN PER ELEVATION (SEE a01-3)1X3 ON 1X8 COMPOSITE FASCIA PER ELEVATION COMPOSITE VENTED SOFFITS PER ELEVATIONEXTERIOR WINDOW COLOR TO BE BLACK PER ELEVATIONHOUSE WRAP AND/OR TAR PAPER IN PROPER FORM ON ENTIRE EXTERIORBCA1" = 1'-0"3Detail - M.L. Wdw Trim @ Front Only
First Floor0' -0"Basement-10' -2 3/4"T.O. Footing-10' -6 1/4"Top of Foundation-2' -2 1/4"First Floor Clg.8' -4 1/2"Basement Clg.-2' -0 3/4"Roof Peak26' -4"NOTE: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.2" x 2" TRIM / 5/4"x6" ST'KD TRIM WRAPPED @ DORMER BASE2" x 2" TRIM / 5/4"x6" ST'KD TRIM WRAPPED @ DORMER BASE6" BUILDOUT8' - 0"5/4" x 8" TRIM5/4" x 8" TRIMAAAAAAA5/4" x 8" FRIEZE BOARD5/4" x 8" FRIEZE BOARD2"x2" TRIM BOARD5/4" x 8" TRIM5/4" x 8" TRIM5/4" x 8" TRIM5/4" x 8" TRIM5/4" x 6" TRIM5/4" x 6" TRIM5/4" x 6" TRIM51 1/2"3"CCBBDORMER WINDOWS : 2040 SH-FIXED @ 17'-3" FROM M.L.GUTTEREXTERIOR FARMHOUSE LIGHTS10":12" SLOPED EYEBROW5/4" x 4" TRIMBB5/4" x 4" TRIM6" BUILDOUT8' - 0"5/4" x 8" TRIMA5/4" x 8" FRIEZE BOARD5/4" x 8" FRIEZE BOARD2"x2" TRIM BOARDAAAA10" CONT. SOFFITCORBEL # 1 a02-3CC5/4" x 8" TRIM5/4" x 8" TRIM5/4" x 8" TRIM5/4" x 6" TRIM5/4" x 6" TRIM5/4" x 6" TRIM3"51 1/2"CA10":12" SLOPED EYEBROW5/4" x 6" TRIM BD.5/4" x 6" TRIM BD.5/4" x 6" TRIM BD.5/4" x 6" TRIM BD.2" x 2" TRIM BD.1 1/2"2" x 2" TRIM BD.SIDE VIEW:FRONT VIEW:CUSTOM CORBEL #112"10"10"10"1 1/4"1 1/2"1 7/8"5 3/8"3 1/2"7 3/4"3/4"1 1/4"7 1/4"1 1/2"6 9/16"3 1/1 6 "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 SD 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 SaNotes: 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 foritems including, but not limited to : construction technique, quality of material, workmanship, code adherence, safety, waterproofing, 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 inthe rendering for illustrative purpose only. Consult builder for standard or included features. c David Charlez Designs 2021.Do not replicate with out permission (952)428-8200. David Charlez Design retains rights to all plans and detail shown.3/17/2021 9:35:28AM02Left & Right ElevationsSD- Kovich -SchmidtResidence- CD -- Rev 1 -LMCKovich - Schmidt ResidenceSD Custom Homes750 Main StreetSuite #223Mendota Heights, MN 5511801.12.2021LMC19459 Iteri Ave.Lakeville, MN1/4" = 1'-0"1Left Elevation1/4" = 1'-0"2Right ElevationSTONEATTACHMENT1. 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 NOTBE 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 BEFOREINSTALLING 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:SEE "TYPICAL EXTERIOR MATERIALS" FOR ALL CLADDING SHOWNSEE PAGE A12 FOR SQUARE FOOTAGE CALCULATIONSMETAL 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.elevation notes:TYPICAL EXTERIOR MATERIALSASPHALT SHINGLES W/ NATURAL SHADOW ARCHITECTURAL GRADEHARDIE BOARD (SMOOTH) w/ BATTEN STRIPS @ 16" O.C. PER ELEVATIONHARDIE PANEL (SMOOTH) PER ELEVATION 2" STONE VENEER PER ELEVATIONINSTALL KICK OUT FLASHING & TWO MEMBRANE TAR PAPER BACKING IN ALL STONE AREAS5/4" x 6" w/ 2"x2" HEADER/ STOOL HARDIE WINDOW & DOOR WRAPS PER ELEVATION (SEE a02-4)5/4"x6"/5/4"x4" HARDIE WINDOW WRAPS w/ 4" CROWN PER ELEVATION (SEE a01-3)1X3 ON 1X8 COMPOSITE FASCIA PER ELEVATION COMPOSITE VENTED SOFFITS PER ELEVATIONEXTERIOR WINDOW COLOR TO BE BLACK PER ELEVATIONHOUSE WRAP AND/OR TAR PAPER IN PROPER FORM ON ENTIRE EXTERIORBCA1" = 1'-0"4Detail - Wdw Trim @ Sides/ Rear1 1/2" = 1'-0"3Corbel #1 Detail
24"12"12"24"24"12"12"24"12"18"24"24"24"12"6"6"24"14":12" AWNING120"12"12"24"12"12"24"24"24"24"12"12"6"48"6"6"6"48"6"6"18"18"72"6"48"6"42"6"60"60"11' - 0"10" / 12"10" / 12"10" / 12"10" / 12"14" / 12"14" / 12"14" / 12"14" / 12"4" / 12"4" / 12"14" / 12"14" / 12"14" / 12"14" / 12"4" / 12"14" / 12"14" / 12"10" / 12"10" / 12"10" / 12"RIDGE VENTGUTTERSGUTTERSGUTTERS24 1/2"14 1/4"24 1/2"OVERHANG FROM FRONT PORCH COLUMNS24"RIDGE VENT24"5' - 3"10":12: SLOPED EYEBROW10":12: SLOPED EYEBROW12' - 0"Overhang2' - 0"Overhang2' - 0"8' - 4"Main Level Wdw Hdr Height7' - 0"10' - 2 3/4"Main Level Ceiling Height8' - 4 1/2"2' - 0 3/4"Lower Level Ceiling Height8' - 2"Lower Level Window Header Height7' - 6"Main Level Window Header Height7' - 0"3' - 6"F9F210" 12"10" 12"Energy Heel25 1/2"Energy Heel25 1/2"033ROOF, CEILING & EAVE CONSTRUCTION:WALLCONSTRUCTION:FOUNDATION WALL & BASEMENT SLAB CONSTRUCTION: MAIN 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 LOOKOUTS2X8 SUB FASCIA w/ 1"x3" / 1"x8" TIERED COMPOSITECOMPOSITE VENTED SOFFITSCOMPOSITE FRIEZE BOARDSR-50 BLOWN INSULATIONPOLY VAPOR BARRIER5/8" GYP. BRD. CEILINGSIDING PER ELEVATIONHOUSE WRAP (WRAP WINDOWS PER MFG. SPEC.)1/2" OSB SHEATHING2X6 STUDS @16" O.C.DBL. TOP PLATER-21 WALL INSULATION4 MIL POLY VAPOR BARRIER1/2" GYP. BRD.2X6 SOLE PLATEALL DETAILS TO CONFORM W/ ENERGY CODE3/4" T&G PLYWOOD SUBFLOOR GLUED & SCREWED24" FLOOR TRUSSES @ 19.2" O.C.(FLOOR SYSTEM DESIGNER TO VERIFY SIZE & SPACING BASED ON SPANS)FLASHING UNDER SILLS & STOOPSTREATED 2X6 SILL PLATE w/ SEALER1/2" ANCHOR BOLTS @ 6' O.C. & 1' FROM CORNERS5/8" GYP. BRD. ON CEILINGSPRAY INSULATE RIMS (R-21)WATERPROOFINGEXTERIOR THERMAL WALL:2" RIGID INSULATION (R-10) APPLIED TO EXTERIOR, PROVIDE FLASHING TO COVER EXPOSED INSULATIONPOURED CONC. WALL PER PLANREINFORCE WALLS PER CODE AND ENGINEER'S SPECIFICATIONS20" X 8" CONTINUOUS CONC. FOOTING UNLESS OTHERWISE NOTED4" CONC. SLABVAPOR/MOISTURE BARRIER PER IRC SECTION 506 EXTENDING UP THE WALL AND SEALED TO FOUNDATION WALL4" SAND/AGGREGATE FILLINTERIOR & EXTERIOR 4" DIA. PERFORATED DRAIN TILE PIPED TO SUMP BASKETINTERIOR THERMAL WALL:1" RIGID INSULATION (R-5)2x4 STUDS @ 16" O.C.2x4 TRD. PLATE1/2" GYP BD.FLUSH HEADERS IN TO FLOOR SYSTEM @ LOWER LEVEL10" 12"Energy Heel25 1/2"Overhang24"#15FELT & ICE & WATER SHIELD (6'-0")1/2" OSB SHEATHING w/STEEL CLIPSTRUSSES @ 24" O.C. (PER MFG. SPEC.)BAFFLES w/1" AIR SPACE2X4 LOOKOUTS2X8 SUB FASCIA w/ 1"x3" / 1"x8" TIERED COMPOSITE FASCIACOMPOSITE VENTED SOFFITSCOMPOSITE FRIEZE BOARDSR-50 BLOWN INSULATIONPOLY VAPOR BARRIER1/4" VENTED COMPOSITE SOFFIT w/ INSECT SCREENARCHITECTURAL GRADE ASPHALT SHINGLES#15FELT & ICE & WATER SHIELD (6'-0")1/2" OSB SHEATHING w/STEEL CLIPSBAFFLES w/1" AIR SPACE2x4 LOOKOUT2x4 TRUSS TAILMETAL EAVE DRIP1x3 on 1x8 TIERED COMPOSITE FASCIA2x8 SUBFASCIA1/4" VENTED COMPOSITE SOFFIT w/ INSECT SCREENDRAWN 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 SD 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 SaNotes: 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 foritems including, but not limited to : construction technique, quality of material, workmanship, code adherence, safety, waterproofing, 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 inthe rendering for illustrative purpose only. Consult builder for standard or included features. c David Charlez Designs 2021.Do not replicate with out permission (952)428-8200. David Charlez Design retains rights to all plans and detail shown.3/17/2021 9:35:31AM03Roof PlanSD- Kovich -SchmidtResidence- CD -- Rev 1 -LMCKovich - Schmidt ResidenceSD Custom Homes750 Main StreetSuite #223Mendota Heights, MN 5511801.12.2021LMC19459 Iteri Ave.Lakeville, MN3/16" = 1'-0"1Roof Plan1/2" = 1'-0"2Detail - Typical Wall SectionENGINEERED ROOF TRUSSES PER MFG. SPEC. MANUFACTURE WILL PROVIDE ALL ENGINEERING DRAWING AND SPECIFICSOVERHANG DIMENSIONS ARE TO FACE OF FRAMINGICE AND WATER ALL ADJOINING ROOFSTRUSS 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" = 1'-0"3Detail - Typical Roof Eave
41011031018' - 10 1/2"3' - 8"5' - 2"3' - 8"11' - 6"7' - 6"10' - 0"7' - 6"1' - 6"34' - 0"19' - 8 1/2"8' - 11 1/2"13' - 10"1' - 6"22' - 1"0' - 11"1' - 4"18' - 10"19' - 2 1/2"14' - 1 1/2"78' - 0"5"31"8"5"8"31"11"20"67 1/2"29 1/2"62"5 1/2"1' - 4 1/2"MASONRY OPENING9' - 3"1' - 3"MASONRY OPENING9' - 3"3' - 2 1/2"9' - 0"10' - 0 1/2"19' - 0"25' - 5"MASONRY OPENING6' - 3"2' - 4"44' - 10 1/2"12' - 2"9' - 10"1' - 0"67' - 10 1/2"1 1/2"68' - 8 11/16"92' - 2 3/16"42' - 2 7/16"19' - 10"18' - 2 1/2"38' - 0 1/2"28' - 5 3/4"14' - 3 1/2"23' - 11 3/4"28' - 7 1/4"4' - 5 1/2"5' - 6"4' - 0 1/2"24' - 1 3/4"19' - 0"9' - 2 1/2"5' - 8 3/4"4' - 1 1/4"F1F3F4F2F5F6F6F6F6F6F5F8F8F9F9F10F13F12F11P1P1F6-10' - 2 3/4"LOWER LEVEL SLABSTFG #1STFG #2STFG #1FTG#1FTG#12" LEDGE2" LEDGE2" LEDGE2" LEDGE2" LEDGE2" LEDGE4" LEDGE2" LEDGE4" LEDGES4" LEDGESHOWER DRAINMECH.ROOM DRAIN8"8"8"8"8"10"8"8"8"8"8"8"8"8"8"10"10"8"8"8"8"4" LEDGE4" LEDGEfoundation wall legend:F18'-4"x8" POURED CONCRETE FOUNDATION w/ 2" EXTERIOR SLAB LEDGE ON 20"x8" CONCRETE FOOTING -MAIN FOUNDATION I-concrete pad footing legendFTG #136”x36”x12” POURED CONCRETE PAD FOOTINGREBAR PER CODETYPICAL SLAB CONSTRUCTION:4" CONCRETE SLAB OVER POLY/VAPOR BARRIER OVER SAND BED GRANULAR FILLNOTE:PROPOSED RETAINING WALL, VERIFY LOCATION AND DESIGN WITH LANDSCAPE DESIGNER AND SURVEYING ENGINEERF28'-4"x10" POURED CONCRETE FOUNDATION w/ 4" EXTERIOR SLAB LEDGE (2" INSUL. & 2" SLAB) ON 20"x8" CONCRETE FOOTING -FRONT PORCH/ HOUSE COMMON WALL-F33'-6"x8" POURED CONCRETE FOUNDATION w/ 2" STAIR LEDGE ON 20"x8" CONCRETE FOOTING -FRONT PORCH FROST FOOTING-F43'-6"x8" POURED CONCRETE FOUNDATION ON 20"x8" CONCRETE FOOTING -FRONT PORCH STAIR FROST FOOTING-F58'-4"x8" POURED CONCRETE FOUNDATION w/ 2" EXTERIOR LEDGE (2" SLAB) ON 20"x8" CONCRETE FOOTING -GARAGE COMMON WALL-F63'-6"x8" POURED CONCRETE FOUNDATION w/ 2" INTERIOR LEDGE (2" SLAB) ON 20"x8" CONCRETE FOOTING -GARAGE FROST FOOTING-F78'-4"x8" POURED CONCRETE FOUNDATION PULLED IN 1-1/2" w/ 2" CERTISTUD APPLICATION ON 20"x8" CONCRETE FOOTING -MAIN FOUNDATION II-F89'-4"x10" POURED CONCRETE FOUNDATION w/ 4" EXTERIOR LEDGE (2" INSUL. & 2" SLAB) ON 20"x8" CONCRETE FOOTING -REAR PATIO COMMON WALL-F93'-6"x8" POURED CONCRETE FOUNDATION PULLED IN 1-1/2" WITH 2" CERTISTUD APPLICATION TO ALLOW FOR FLUSH SHEATHING ON 20"x8" CONCRETE FOOTING -LOOKOUT WALL-F108'-4"x8" POURED CONCRETE FOUNDATION PULLED IN 1-1/2" WITH 2" CERTISTUD APPLICATION TO ALLOW FOR FLUSH SHEATHING ON 20"x8" CONCRETE FOOTING -MAIN FOUNDATION III-F114'-0"x8" POURED CONCRETE FOUNDATION ON 20"x8" CONCRETE FOOTING -REAR PATIO FROST FOOTING-F124'-0"x8" POURED CONCRETE FOUNDATION ON 20"x8" CONCRETE FOOTING- CONTRACTOR TO STEP FOOTING AS NECESSARY TO MAINTAIN FROST PROTECTION @ 42" BELOW GRADE MIN. -REAR PATIO FROST FOOTING-F139'-0"x8" POURED CONCRETE FOUNDATION ON 20"x8" CONCRETE FOOTING -REAR PATIO RETAINING WALL-concrete STRIP footing legendSFTG #16X6 TREATED WOOD20"X8" STRIP FOOTING (TYPICAL)concrete PIER footing legendP144"x20"x42" CONCRETE PIER w/2" STONE LEDGE & 4" LEDGE (2" STONE, 2" STAIR) ON 56"x32"x8" CONCRETE FOOTING. REBAR PER CODE- UNEXCAVATED -- UNEXCAVATED -- UNEX -41111151130910920921121031120310"F11L.O.L.O.2" CERTISTUDS2" CERTISTUDST.C.B.T.C.B.T.C.B.FTG#1FTG#1F115' - 11 7/16"5' - 11 7/16"FROST FOOTING BELOW WD BURNING FIREPLACE AS NECESSARY 8"P216"x16"x48" CONCRETE PIER w/2" STONE LEDGE ON 28"x28"x8" CONCRETE FOOTING. REBAR PER CODEP2F2F2F216"SFTG #24X6 TREATED WOOD20"X8" STRIP FOOTING (TYPICAL)9' - 10"F81 1/2"F78"2" CERTISTUDS2" RIGID INSULATIONLAP SIDING1/2" SHEATHING2X8 CANTILEVEREDSILL PLATE1/2" ANCHOR BOLTBUILDING PAPER1 1/2"FOUNDATION WALL PULLEDINTO HOUSE 1-1/2"2X6 SOLE PLATE2X8 SILL PLATE L.O. WALLNOTE: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:FOUNDATION WALL SIZE MAY VARY PER PROJECT. SEE FOUNDATION PLANINSULATION PER CODE2X6 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" RIGID INSULATIONLAP SIDING1/2" SHEATHING2X8 CANTILEVEREDSILL PLATE1/2" ANCHOR BOLTBUILDING PAPER1 1/2"FOUNDATION WALL PULLEDINTO HOUSE 1-1/2"2X8 CANTILEVERED SILL PLATENOTE: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 PLANMETAL FLASHINGNOTE:FOUNDATION WALL SIZE MAY VARY PER PROJECT. SEE FOUNDATION PLAN2X6 SOLE PLATEINSULATION PER CODE2X6 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: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 SD 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 SaNotes: 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 foritems including, but not limited to : construction technique, quality of material, workmanship, code adherence, safety, waterproofing, 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 inthe rendering for illustrative purpose only. Consult builder for standard or included features. c David Charlez Designs 2021.Do not replicate with out permission (952)428-8200. David Charlez Design retains rights to all plans and detail shown.3/17/2021 9:35:32AM04Foundation PlanSD- Kovich -SchmidtResidence- CD -- Rev 1 -LMCKovich - Schmidt ResidenceSD Custom Homes750 Main StreetSuite #223Mendota Heights, MN 5511801.12.2021LMC19459 Iteri Ave.Lakeville, MN1/4" = 1'-0"1Foundation PlanDIMENSIONS ARE FROM FACE OF CONCRETE TO FACE OF CONCRETEALL 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 1-1/2” w/ A CANTILEVERED 2X8 SILL PLATEREFER TO SILL PLATE AND FLOOR DETAILS LOCATED ON PAGE a04,a05, & a06 AND STRUCTURAL DRAWINGS FOR ADDITIONAL DETAILSfoundation 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:1" = 1'-0"2Detail - 2x8 Sill Plate L.O. Wall1" = 1'-0"3Detail - 2x8 Sill PlateUFER Ground-Provide 20' Rebar in footing and stubup near electrical service panel.FTG #136”x36”x12” POURED CONCRETE PAD FOOTINGREBAR PER CODEP144"x20"x42" CONCRETE PIER w/2" STONE LEDGE & 4" LEDGE (2" STONE, 2" STAIR) ON 56"x32"x8" CONCRETE FOOTING. REBAR PER CODEP216"x16"x48" CONCRETE PIER w/2" STONE LEDGE ON 28"x28"x8" CONCRETE FOOTING. REBAR PER CODE
41011018' - 10 1/2"3' - 8"5' - 2"3' - 8"11' - 6"7' - 6"10' - 0"7' - 6"1' - 6"23' - 0"1' - 4"18' - 10"19' - 4"45' - 0"12' - 2"9' - 10"1' - 0"1' - 6"34' - 0"28' - 8"13' - 10"78' - 0"68' - 0"3106' - 6 1/4"2' - 0 1/4"6' - 7 1/2"3' - 11 1/2"2' - 5 1/2"16' - 7"44"57 3/4"44"4' - 10 3/4"6' - 7 1/2"2' - 4"2' - 4"3' - 0 1/2"3' - 4"5' - 10 1/2"14' - 3 1/2"4' - 1 1/4"4' - 0 1/4"5' - 1 1/2"1' - 2 1/2"9' - 1 3/4"3' - 11 1/2"3' - 11 1/4"6' - 0"5' - 2 3/4"10' - 0 1/2"7' - 11 1/4"4' - 6"6' - 8 1/4"16"20"66"18"3"3"3"3"57 3/4"58 1/2"63"66"61"51 3/4"55"51 3/4"59 1/4"59 1/2"5' - 7"16' - 11"13' - 11 1/4"8' - 6 3/4"2' - 3 1/4"8' - 5 3/4"8' - 7"1' - 4 1/2"MASONRY OPENING9' - 3"1' - 3"MASONRY OPEPNING9' - 3"12' - 2 1/2"25' - 5"MASONRY OPENING6' - 3"2' - 4"INTERIOR THERMAL WALL:(UNEXPOSED WALLS ONLY)1" AIRSPACE2x4 STUDS @ 16" O.C.2x4 TRD. PLATE1/2" GYP BD.INTERIOR BEARING WALLS:4X6 TREATED WOOD16"X8" FOOTING (TYPICAL)INTERIOR THERMAL WALL:(EXPOSED WALLS ONLY)1" RIGID INSULATION (R-5)2x4 STUDS @ 16" O.C.2x4 TRD. PLATE1/2" GYP BD.EXTERIOR THERMAL WALL:2" RIGID INSULATION SYSTEM (R-10) APPLIED TO EXTERIORPROVIDE FLASHINGNOTE:MECHANICAL CONTRACTOR TO VERIFY ALL EQUIPMENT LOCATIONS.SOLID BLOCK ALL JOIST SPACES FIRE CAULK ALL PENETRATIONS IN SOLID BLOCK- UNEXCAVATED -- UNEXCAVATED -- UNEX -J&J BATHTILE FLOORIN FLR HEAT8'-5" DBL VANITY30"x80"PKT DR30"x80"PKT DR30"x80"PKT DR21"LINEN2x6 WALL2x6 WALL2x6 WALL34"x60"FBRGLS BASE SHWR w/ TILE SURROUNDSFANGYP. LEDGEGYP. LEDGEGYP. LEDGEGUEST BEDROOMONECARPETFLOORSD/COSD/CO30"x80"DOOR30"x80"DOOR60"x80"DBL DRR&S2x6 BRG2x6 BRG36"x80"DOOR30"x80"DOORB.I.LINEN30"x80"DOORGUEST BEDROOMTWOCARPETFLOOR60"x80"DBL DRR&SSD/COBATHTILEFLRFAN30" VANITY2x6 BRG2x6 WALLMECHANICAL& STORAGEROOMCONCRETEFLOOROPT.WTRSFTNRWTR HTRFURNACESUMP w/SEALEDCOVER30"x80"DOORSTAIRSWOODKNEE WALLS w/ EXPOSED TREADS & RISERSOPEN TO ABOVEMETAL RAILINGMETAL RAILINGUNDERSTAIRST'RGEXERICSEROOMCARPETFLOOR42"x80"OP'NG w/ BARN DOOR3) 24"x42"D.S. WDWSTURNTABLENOTE:PROVIDE FLOOR OUTLETS FOR EQUIP. AS NEEDEDOFFICECARPETFLOORBUILT-IN DESKUPPERS36"x80"GLS DOOR36"x80"DOOR(OPT.) 24" SHELVING(OPT.) 24" SHELVINGFINISHEDSTORAGEROOMCONCRETEFLOORLOUNGE/ GAMEAREACARPETFLOORFAMILYROOMCARPETFLOORGAS OR ELEC. FIREPLACE PER MFG. SPEC.GYP. LEDGEGYP. LEDGE36"REF/ FZRUPPERSUPPERSSINK(OPT.)DWTRSH6"x16" RAISED SNACK BARWET BARTILE FLOOR41111151130910920921121031114 1/2"67' - 10 1/2"203NOTE:PROVIDE FLOOR OUTLETS FOR LIGHTING AS NEEDED18"T.C.B.T.C.B.T.C.B.CANTILEVER CONSTRUCTION:24" CANTILEVED TRUSSES BY 2'-0"SPRAY FOAM INSULATION R-30 MIN.FINISH UNDERSIDE w/ 3/4" PLYWOOD & 3/4" COMPOSITE24"2640-2 CMST2640 CMST2640 CMST3040 CMST3040 CMST 4640 PICFLAT STUD FURRING WALL TO M.L. TRIM w/ WD CAP. VERIFY TRIM SIZE PRIOR5"31"8"5"8"31"29 1/2"62"5 1/2"24' - 4"2" RIGID INSULATION1/2" ANCHOR BOLTPORCH SLABSPECIAL 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 PLAN4"6"10"4" CONC. FLOOR2X8 SILL PLATENOTE:FOUNDATION WALL SIZE MAY VARY PER PROJECT. SEE FOUNDATION PLANLAP SIDING1/2" SHEATHINGBUILDING PAPER2X6 SOLE PLATEINSULATION PER CODE2X6 STUDS @ 16" O.C.1/2" GYP. BRD.METAL FLASHING1 1/2"METAL FLASHING2" RIGID INSULATIONLAP SIDING1/2" SHEATHING2X8 SILL PLATE1/2" ANCHOR BOLTBUILDING PAPERTOP CHORD BEARING TRUSSES PER PLAN2x8 plate W/ t.c.b. trusses @ PATIONOTE: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:FOUNDATION WALL SIZE MAY VARY PER PROJECT. SEE FOUNDATION PLAN13 1/2"1/2" GYP. BRD.2X6 STUDS @ 16" O.C.INSULATION PER CODE2X6 SOLE PLATEDRAWINGS 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 1/2"1/4" = 1'-0"1Lower LevelWINDOW NOTE:ANDERSEN WINDOWS (100 SERIES) ARE CALLED OUT BY WINDOW FRAME SIZE IN FEET. 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 SD 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 SaNotes: 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 foritems including, but not limited to : construction technique, quality of material, workmanship, code adherence, safety, waterproofing, 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 inthe rendering for illustrative purpose only. Consult builder for standard or included features. c David Charlez Designs 2021.Do not replicate with out permission (952)428-8200. David Charlez Design retains rights to all plans and detail shown.3/17/2021 9:35:32AM05Lower LevelSD- Kovich -SchmidtResidence- CD -- Rev 1 -LMCKovich - Schmidt ResidenceSD Custom Homes750 Main StreetSuite #223Mendota Heights, MN 5511801.12.2021LMC19459 Iteri Ave.Lakeville, MNDIMENSIONS ARE FROM FACE OF CONCRETE & FACE OF FRAMING TO CENTER OF STUD.FLOOR TRUSSES ARE CALLED OUT AT 19.2" O.C.FLOOR SYSTEM DESIGNER VERIFY SPACING ANDADJUST AS ALLOWED BY SPANSCEILING HEIGHT @ 8'-2" UNLESS NOTEDSET WINDOW HDRS FLUSHED INTO FLOOR SYSTEMT.O. WINDOW HEIGHT SET @ 90" FROM FLOOR UNLESS NOTEDWIRSBO HYDRONIC IN-FLOOR HEAT @ J&J BATH ONLY. PROVIDE 2"-4" INSULATION UNDERNEATH SLAB.LOWER LEVEL NOTES:1" = 1'-0"2Floor Detail - Porch/Patio Slab1" = 1'-0"3Detail - 2x8 Sill Plate w/ T.C.B. Trusses
410110310411111511309109209211210311203SUMP w/SEALEDCOVER12' - 0"2' - 0"38' - 2"24' - 4"1' - 6"1 1/2"19' - 10 1/2"12' - 6"12' - 6"22' - 0"1' - 0"13' - 10"8' - 11 1/2"19' - 8 1/2"34' - 0"1' - 6"78' - 0"18' - 10 1/2"3' - 8"5' - 2"3' - 8"11' - 6"7' - 6"10' - 0"7' - 6"11"16"31"8"5"5"8"31"29 1/2"62"5 1/2"19' - 1 1/2"19' - 0 1/2"19' - 1 1/2"9' - 4 1/2"1' - 6"8' - 2"24' - 4"20' - 0"8' - 6 3/4"3' - 11 1/4"10' - 4 1/4"TRUSS CANTILEVERFLOOR GIRDER TRUSS PER MFG. SPEC.FLOOR GIRDER TRUSS PER MFG. SPEC.BEAM FLUSH PER MFG SPEC,SIZE TO ALLOW FOR HVACBEAM FLUSH PER MFG SPEC,SIZE TO ALLOW FOR VIEW DETAIL a13-5 FOR 18"FLOOR CANTILEVER4' - 3 3/4"4' - 7"4' - 3 3/4"FLUSH WDW HDR PER MFG. SPEC.BRG3"BRG3"FLUSH WDW HDR PER MFG. SPEC.FLUSH WDW HDR PER MFG. SPEC.FLUSH WDW HDR PER MFG. SPEC.FLUSH WDW HDR PER MFG. SPEC.- UNEXCAVATED -- UNEXCAVATED -- UNEX -J&J BATHGUEST BEDROOMONEGUEST BEDROOMTWOBATHMECHANICAL& STORAGEROOMSTAIRSEXERICSEROOMOFFICEFINISHEDSTORAGEROOMLOUNGE/ GAMEAREAFAMILYROOMWET BAR24" FLOOR TRUSSES @ 19.2" O.C.24" FLOOR TRUSSES @ 19.2" O.C.24" FLOOR TRUSSES @ 19.2" O.C.51 3/4"55"51 3/4"48"66"HDR PER MFG. SPEC.HDR PER MFG. SPEC.HDR PER MFG. SPEC.HDR PER MFG. SPEC.2x6 BRG1 1/2"2X6 SILL PLATE1/2" ANCHOR BOLT6"2"6"2" RIGID INSULATION5/8" TYPE XGYP. BRD.FLOOR TRUSSES PER PLAN2X6 SOLE PLATE3-1/2" POUREDCONCRETE SLABNOTE:FOUNDATION WALL SIZE MAY VARY PER PROJECT. SEE FOUNDATION PLANgarage common wallNOTE: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 CODEDRAWINGS 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:3 1/2"LAP SIDINGPER PLANBUILDING PAPER1/2" PLYWOOD2X6 STUDS @ 16" O.C.INSULATION PER CODE(IF APPLICABLE)METAL FLASHING5/8" TYPE X.GYP. BRD.1/2" ANCHOR BOLT4" SAND BEDGARAGE SLAB CONSTRUCTIONNOTE: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 PROJECT. SEE FOUNDATION PLAN6"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: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 SD 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 SaNotes: 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 foritems including, but not limited to : construction technique, quality of material, workmanship, code adherence, safety, waterproofing, 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 inthe rendering for illustrative purpose only. Consult builder for standard or included features. c David Charlez Designs 2021.Do not replicate with out permission (952)428-8200. David Charlez Design retains rights to all plans and detail shown.3/17/2021 9:35:33AM06Lower Level StructuralSD- Kovich -SchmidtResidence- CD -- Rev 1 -LMCKovich - Schmidt ResidenceSD Custom Homes750 Main StreetSuite #223Mendota Heights, MN 5511801.12.2021LMC19459 Iteri Ave.Lakeville, MN1/4" = 1'-0"1Lower Level StructuralNOT 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 NOTEDFLOOR TRUSSES ARE CALLED OUT AT 19.2” O.C. FLOOR SYSTEM DESIGNER TO VERIFY SPACING AND ADJUST AS ALLOWED BY SPANSCEILING HEIGHT @ 8'-2" UNLESS NOTEDSET WINDOW HEADERS FLUSH INTO FLOOR SYSTEM ABOVE PER MFG. SPEC.structural notes:1" = 1'-0"2Floor Detail - Garage Comon Wall1" = 1'-0"3Floor Detail - Garage Slab2ply 9-1/2" lvl3ply 9-1/2" lvl3ply 9-1/2" lvl2ply11-7/8" lvl3ply 14" lvl
DNDNDN20' - 0"8' - 6"14' - 6"7' - 6"10' - 0"7' - 6"1' - 6"34' - 0"19' - 6"9' - 0"2' - 0"20' - 0"12' - 6"12' - 6"12' - 0"10' - 0"1' - 0"1' - 6"24' - 6"38' - 0"2' - 0"12' - 0"68' - 0"7' - 0 3/4"3' - 8 1/2"4' - 0"4' - 6 1/2"3' - 5"5' - 0 3/4"4' - 11"5' - 3 1/2"2' - 6"9' - 9 1/4"4' - 5 1/2"3' - 0 1/2"8' - 11 1/2"4' - 11 1/2"11' - 0 1/2"5' - 6"6' - 6 1/2"4' - 3 3/4"3' - 2 3/4"2' - 8 1/4"41011031048"55"51 3/4"55"51 3/4"6' - 0"7' - 9 1/4"6' - 1"6' - 1 3/4"5' - 9 1/4"4' - 6 1/2"2' - 6 1/4"13' - 2"3' - 0"6' - 3 3/4"6' - 3 1/2"6' - 3 3/4"15' - 2 1/4"1' - 6 1/2"1' - 7"15' - 4 1/2"11' - 0 1/2"12' - 3 1/4"3"3"3"3"3"3"3"3"3"3"5' - 3"4' - 9"4' - 9"5' - 3"5' - 3"3' - 3"7' - 5 3/4"7' - 0 1/4"5' - 0"5' - 0"28' - 6"5' - 6"2' - 9"16' - 9"6' - 11"2' - 1"9' - 5 3/4"10' - 6 1/4"6' - 3"6' - 3"6' - 8 1/2"5' - 9 1/2"7' - 2"4' - 10"1' - 11"8' - 1"3"3"10' - 10"27' - 2"18' - 8"6' - 4"GARAGE WALLS:INSULATE WALLS & CEILINGS5/8" TYPE-X GYP. BD. & FINISH TAPE ON ALL INTERIOR GARAGE WALLS & CEILINGSTYPICAL SLAB CONSTRUCTION:4" CONCRETE SLAB PITCHED TOWARDS OVERHEAD DOOR SAND BED GRANULAR FILL6' - 0"4' - 6"1' - 6"4' - 6"4' - 6"3' - 6"CONCRETEINSULATE WALLS& CEILINGGARAGE6'-0" BUILT IN STORAGEWD STEPS32"x84" FIRE DR20 MIN RATED9'-0"x8'-0" CARRIAGE STYLE OVERHEAD DOOR9'-0"x8'-0" CARRIAGE STYLE OVERHEAD DOOR72x96" DBL SERVICE DOORfoyer(OPT.)PAVER FLRNOTCH TRUSSES 1-1/2"MAILBENCH B.I.COAT CLOSET42"x84"ENTRY DOOR48"x84"C.O.fRONTPORCHPAVER PORCH BY HOMEOWNER(OPT.) T&G CLG.2x62x42x6 WALL2x6 WALL2x6 WALL2x6 WALL2x6 WALL2x6 PLUMBING WALL2x6 PLMBNG WL2x6 WALL2x6 WALL2x6 WALLB.I. 18" x 36" BOOKCASERAILINGRAILINGOPENTO BELOWFURRING WALL w/ WD CAPSTAIRSWOODMUSIC ROOMWOODFLOOR11'-6"x84" CASED OPENING13'-2"x84" CASED OPENING36"x84" C.O.36"x84" C.O.GREATROOMWOODFLOOR8"x8" WD BOX BEAMS8"x8" WD BOX BEAMSSEE a08 FOR BEAM DIMS.GAS FIREPLACE PER MFG. SPEC.GAS FIREPLACE PER MFG. SPEC.BUILT INBUILT IN/ TV LOC.B.I. 24" HIGH WINDOW SEATB.I. 36" HIGH BUFFETDININGROOMWOODFLOORKITCHENWOODFLOOR18" OVERHANG18"24"48"41"84"UPPERS36" REF./FZR30" DBL OVEN36"RANGEHOOD VENTUPPERSUPPERSSINKDW2- BINTRASH36"x84" C.O.BATHWDFLR30"x84"DOOR25" VAN.FANL'DRYTILEFLRSINKUPPERS24" DEEP UPPERDRYING RODWSHRw/ FDDRYER36"x84"PKT DRw/ FROSTED GLASSFANMUDROOMTILEFLRSD/COSD/COSD/CODROP ZONE70" BENCH & LKRSR&S48"x84"DBL DR36"x84"PKT DR36"x84"PKT DRP'TRYWDFLRUPPERSREARENTRYWDFLR36"x84"ENTRY DOORCONCRETESTEPSOWNER'SSUITEHIP VAULT w/ WD WRAPPED BOX BEAMS36"x84"PKT DR36"x84"DOORFLT. CLG.8'-4-1/2"OWNER'SBATHTILE FLOORIN-FLR HEATNOTCH TRUSSES 1-1/2"B.I.LINENB.I.LINENB.I.LINENB.I.LINEN57" VANITY57" VANITY84"x49"CUSTOM TILE SHOWER w/ DBL SHWR HEADS24"x80" GLS DOOR36"x84"PKT DR30"x84"DOORFANFANOWNER'SWALK IN CLOSETCARPET FLOORSHELVING AND DRAWERS BY OTHERS24"x36" DBL SIDEDBOOKSHELF2x42x4411111511309109209211210311OUTDOORKITCHENCONCRETE(OPT.) T&G CLG.PROVIDE GAS LINEOUTDOORLIVINGCONCRETE42" GAS GRILLWD ST'RGBELOW WD BURNING FIREPLACE PER MFG. SPEC.(ISOKERN 48" SHOWNFINAL DESIGN PER LANDSCAPE DESIGNERRAILINGRAILING1170952" STONE20378' - 0"2' - 5 1/2"3' - 10"6' - 1 1/2"2x6 WALL2' - 10"2x6 WALL @ 42" FROM SLAB w/ COMPOSITE CAP2656 SH 2656 SH2656 PIC2650 SH 2650 SH5050 PIC3) 2636 SH3) 2636 SH2636 SH2) 2036 SH3) 2030 SH @ 7'-6" FROM T.O.F.FX FX FX3) 2656 SH2626 FX 2626 FX 2626 FX4020 TRNSMPAVER FLUSH HEARTH, NOTCH TRUSSES 1-1/2"18" GLASS PANEL18" GLASS PANEL48" WD ACCENT WALL36"x60" FREE STANDING TUBNOTE:PROVIDE FLOOR OUTLETS. FINAL LOC. TBDNOTE:PROVIDE OUTLETS @ BUILT INS & BUFFET(OPT.) 18" BENCH36"x 4" SHWRNICHE/FLT STUDSFLT. CLG. @ 7'-6-1/2"11' - 7"1' - 6"50"85"3' - 0"13' - 2"2' - 9"3' - 6 1/2"11' - 6"1' - 5 1/2"1/4" = 1'-0"1Main LevelDRAWN 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 SD 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 SaNotes: 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 foritems including, but not limited to : construction technique, quality of material, workmanship, code adherence, safety, waterproofing, 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 inthe rendering for illustrative purpose only. Consult builder for standard or included features. c David Charlez Designs 2021.Do not replicate with out permission (952)428-8200. David Charlez Design retains rights to all plans and detail shown.3/17/2021 9:35:33AM07Main LevelSD- Kovich -SchmidtResidence- CD -- Rev 1 -LMCKovich - Schmidt ResidenceSD Custom Homes750 Main StreetSuite #223Mendota Heights, MN 5511801.12.2021LMC19459 Iteri Ave.Lakeville, MNWINDOW NOTE:ANDERSEN WINDOWS (100 SERIES) ARE CALLED OUT BY WINDOW FRAME SIZE IN FEET. 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 STUD TO CENTER OF STUDFLOOR TRUSSES ARE CALLED OUT AT 19.2" O.C.FLOOR SYSTEM DESIGNER VERIFY SPACING ANDADJUST AS ALLOWED BY SPANSCEILING HEIGHT @ 8'-4-1/2" UNLESS NOTEDSET WINDOW HDRS @ 84" FROM FLOOR UNLESS NOTEDMAIN LEVEL NOTES:
DNDNDN41011031041111151130910920921121031120369 1/4"8"60 1/2"8"69 1/4"BRG3"BRG3"BRG3"BRG3"BRG3"BRG3"BRG3"BRG3"(OPT.) ATTICACCESSGARAGEfoyerfRONTPORCHSTAIRSMUSIC ROOMGREATROOM8"x8" WD BOX BEAMS8"x8" WD BOX BEAMSDININGROOMKITCHENBATHL'DRYMUDROOMP'TRYREARENTRYOWNER'SSUITEHIPVAULTOWNER'SBATHOWNER'SWALK IN CLOSETOUTDOORKITCHENOUTDOORLIVINGWDW HDRPER MFG. SPEC.WDW HDRPER MFG. SPEC.WDW HDRPER MFG. SPEC.WDW HDRPER MFG. SPEC.WDW HDRPER MFG. SPEC.BRG3"BRG3"BRG3"BRG3"OVERHEAD DOOR HDRPER MFG. SPEC.OVERHEAD DOOR HDRPER MFG. SPEC.DR HDRPER MFG. SPEC.DR HDRPER MFG. SPEC.WDW HDRPER MFG. SPEC.DR HDRPER MFG. SPEC.WDW HDRPER MFG. SPEC.WDW HDRPER MFG. SPEC.WDW HDRPER MFG. SPEC.WDW HDRPER MFG. SPEC.WDW HDRPER MFG. SPEC.ROOF GIRDER TRUSS PER MFG .SPEC.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.14 1/4"10 3/4"CANT'D FLUSH BEAMS @ FRONT PORCH PER MFG. SPEC.BEAM DROPPED PER MFG .SPEC. NO LOWER THAN 7'-6" FROM M.L.WDW HDRPER MFG. SPEC.20' - 0"8' - 6"14' - 6"7' - 6"10' - 0"7' - 6"1' - 6"34' - 0"19' - 6"9' - 0"2' - 0"20' - 0"12' - 6"12' - 6"12' - 0"10' - 0"1' - 0"1' - 6"24' - 6"38' - 0"2' - 0"12' - 0"68' - 0"78' - 0"FLT. CLG.8'-4-1/2"FLT. CLG. @ 7'-6-1/2"53"4"28"4"28"4"53"50 7/8"4"26 7/8"4"26 7/8"4"50 7/8"8"8"8"8"WD WRAPPED DROPPED BEAM PER MFG. SPEC. NO LOWER THAN 7'-6-1/2"IN-FLOOR HEATNOTCH TRUSSES 1-1/2"NOTCH TRUSSES 1-1/2" IF OPT. PAVER FLR SELECTEDNOTCH TRUSSES 1-1/2" @ FLUSH HEARTHDRAWN 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 SD 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 SaNotes: 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 foritems including, but not limited to : construction technique, quality of material, workmanship, code adherence, safety, waterproofing, 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 inthe rendering for illustrative purpose only. Consult builder for standard or included features. c David Charlez Designs 2021.Do not replicate with out permission (952)428-8200. David Charlez Design retains rights to all plans and detail shown.3/17/2021 9:35:34AM08Main Level StructuralSD- Kovich -SchmidtResidence- CD -- Rev 1 -LMCKovich - Schmidt ResidenceSD Custom Homes750 Main StreetSuite #223Mendota Heights, MN 5511801.12.2021LMC19459 Iteri Ave.Lakeville, MN1/4" = 1'-0"1Main Level StructuralNOT 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 NOTEDFLOOR TRUSSES ARE CALLED OUT AT 19.2” O.C. FLOOR SYSTEM DESIGNER TO VERIFY SPACING AND ADJUST AS ALLOWED BY SPANSCEILING HEIGHT @ 8'-4-1/2" UNLESS NOTEDSET WINDOW HEADERS @ 84" FROM FLOOR UNLESS NOTEDstructural notes:2ply 9-1/2" lvl2ply 11-7/8" lvl2ply 11-7/8" lvl2ply 9-1/2" lvl2ply 9-1/2" lvl2ply 9-1/2" lvl2ply 11-7/8" lvl2ply 9-1/2" lvlTemper ifwithin 60"of floor.PFHPFHPFHStrap8-Min. 15" clearance to anyobstruction from center ofW.C., 24" in front(typ).
3' - 6"8' - 4"9' - 4"8' - 0"E.H.9 5/8"Ov'Hg12"18"2' - 6"T.O.F to Bump Out Clg. 9' - 1 1/8"12"T.O.F to Wdw Hdr7' - 6"T.O.F to Grg Clg. Hgt10' - 1 1/8"E.H.25 1/2"Main Level Clg. Hgt.8' - 4 1/2"2' - 0 3/4"Lower Level Clg. Hgt.8' - 2"ROOF TRUSSESPER MFG. SPEC.34' - 6 1/2"9' - 11 1/2"19' - 0"2' - 0"F5F8F12F6E.H.9' - 7 15/16"5 5/8"ROOF TRUSSESPER MFG. SPEC.GRADE MUST BE MINIMUM OF 6" BELOW TOP OF FOUNDATION WALLB.O. FOOTING @ MIN.42" BELOW GRADETYPICAL SLAB CONSTRUCTION:4" CONCRETE SLAB PITCHED TOWARDS FLOOR DRAINSSAND BED GRANULAR FILLTYPICAL SLAB CONSTRUCTION:4" CONCRETE SLAB OVER POLY/VAPOR BARRIER OVER SAND BED GRANULAR FILLGARAGE WALLS:INSULATE WALLS & CEILINGS5/8" TYPE-X GYP. BD. & FINISH TAPE ON ALL INTERIOR GARAGE WALLS & CEILINGSGARAGELAUNDRY ROOMKITCHENWET BAROFFICEOUTDOOR LIVING10" 12"T.O.F to Gable Wdw Hdr19' - 8 1/4"T.C.B.26 1/4"T.O.F to Gable/ Drm Wdw Hdrs19' - 8 1/4"T.O.F to Grg Dr. Hdr7' - 6"E.H.5 1/2"Ov'Hg0' - 6"11' - 0"Ov'Hg2' - 0"12' - 6"12' - 6"Ov'Hg2' - 0"T.O.F. to Grg Clg. Hgt.10' - 1 1/8"3' - 6"3' - 6"E.H.39 1/8"T.O.F to Bump Out Clg.9' - 1 1/8"12"E.H.36 3/8"14" 12"4" 12"F6F6ROOF TRUSSESPER MFG. SPEC.GRADE MUST BE MINIMUM OF 6" BELOW TOP OF FOUNDATION WALLB.O. FOOTING @ MIN.42" BELOW GRADETYPICAL SLAB CONSTRUCTION:4" CONCRETE SLAB PITCHED TOWARDS FLOOR DRAINSSAND BED GRANULAR FILLGARAGE WALLS:INSULATE WALLS & CEILINGS5/8" TYPE-X GYP. BD. & FINISH TAPE ON ALL INTERIOR GARAGE WALLS & CEILINGSGARAGEDECORATIVE DORMERE.H.26 3/4"M.L. to B.O. Dropped Beam7' - 6"Soffit9 1/4"1' - 8 1/4"M.L. to B.O. Porch Truss8' - 3 1/4"Porch to Clg. Hgt.9' - 11 1/2"094Ov'Hg2' - 0"9' - 0"10' - 0"9' - 11 1/2"33' - 6 1/2"Ov'Hg1' - 0"9' - 4"13 1/2"4' - 0"F8F5F6F113/4" SUBFLOOR24" FLOOR TRUSSES @ 19.2" O.C.ROOF TRUSSESPER MFG. SPEC.GRADE MUST BE MINIMUM OF 6" BELOW TOP OF FOUNDATION WALLB.O. FOOTING @ MIN.42" BELOW GRADETYPICAL SLAB CONSTRUCTION:4" CONCRETE SLAB PITCHED TOWARDS FLOOR DRAINSSAND BED GRANULAR FILLTYPICAL SLAB CONSTRUCTION:4" CONCRETE SLAB OVER POLY/VAPOR BARRIER OVER SAND BED GRANULAR FILLGARAGE WALLS:INSULATE WALLS & CEILINGS5/8" TYPE-X GYP. BD. & FINISH TAPE ON ALL INTERIOR GARAGE WALLS & CEILINGSROOF TRUSSESPER MFG. SPEC.ROOF TRUSSESPER MFG. SPEC.E.H.9' - 7 1/2"Lower Level Clg. Hgt.8' - 2"2' - 0 3/4"Main Level Clg. Hgt.8' - 4 1/2"T.C.BPANTRYMUDROOMGARAGEFINISHEDSTORAGE ROOME.H.9' - 7 15/16"10" 12"BEAM DROPPEDPER MFG. SPEC.OUTDOORKITCHEN & LIVING5 5/8"(OPT.) 1/2" T&G CLG.26 1/4"E.H.26 3/4"Soffit Frame9 1/4"Overhang24"10" 12"Tiered Fascia7 1/4"BEAM DROPPED PER MFG. SPEC. NO LOWER THAN 7'-6" FROM M.L.ARCHITECTURAL GRADE ASPHALT SHINGLES#15FELT & ICE & WATER SHIELD (6'-0")1/2" OSB SHEATHING w/STEEL CLIPSMETAL DRIPBAFFLES w/1" AIR SPACE1x3 on 1x8 TIERED COMP. FASCIA2x8 SUBFASCIA1/4" VENTED COMPOSITE SOFFIT w/ INSECTED SCREEN2x4 EXTENDED TRUSS TAIL2x4 LOOKOUTSoffit Frame7 1/2"3/4" COMP. WRAP1/2" PLYWOOD2x4 FRAMING OUT FOR DEPTH/ WIDTHFin.10"Column Fin.10"Column Frame7 1/2"Column Fin.10"Column Frame7 1/2"6X6 POSTCOLUMN CONSTRUCTION (TOP/ DOWN):3-1/2" CAPITAL2-1/2" ASTRAGAL (10" FROM T.O. COLUMN)10" BASE3/4" COMPOSITE WRAP1/2" TRD. PLYWOOD6x6 TRD. STRUC. POST2x4 BOX FRAMECOLUMN BASE CONSTRUCTION (TOP/ DOWN):3-1/2" STONE CAP2" STONE VENEER2x4 FRAMED BOXBase Fin.16"Base Fin16"Base Frame11"Base Frame11"Stone Cap20"Stone Cap20"609Soffit Frame9 1/4"Soffit Frame7 1/2"Soffit Fin10 1/2"Finish10"Frame7 1/2"48"16"32 1/2"3 1/2"36"Column Height74 1/4"1 1/4"1 1/4"10"53"10"2"4 1/2"3 1/2"COLUMN CONSTRUCTION (TOP/ DOWN):3-1/2" CAPITAL2-1/2" ASTRAGAL (10" FROM T.O. COLUMN)10" BASE3/4" COMPOSITE WRAP1/2" TRD. PLYWOOD6x6 TRD. STRUC. POST2x4 BOX FRAMECOLUMN BASE CONSTRUCTION (TOP/ DOWN):3-1/2" STONE CAP2" STONE VENEER2x4 FRAMED BOXFinish16"Frame11"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 SD 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 SaNotes: 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 foritems including, but not limited to : construction technique, quality of material, workmanship, code adherence, safety, waterproofing, 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 inthe rendering for illustrative purpose only. Consult builder for standard or included features. c David Charlez Designs 2021.Do not replicate with out permission (952)428-8200. David Charlez Design retains rights to all plans and detail shown.3/17/2021 9:35:54AM09Cross SectionsSD- Kovich -SchmidtResidence- CD -- Rev 1 -LMCKovich - Schmidt ResidenceSD Custom Homes750 Main StreetSuite #223Mendota Heights, MN 5511801.12.2021LMC19459 Iteri Ave.Lakeville, MN1/4" = 1'-0"1Cross Section - Garage, L'Dry, Kit.1/4" = 1'-0"2Cross Section - Garage1/4" = 1'-0"3Cross Section - Ot'dr Kit, Mudrm, Garage3/4" = 1'-0"4Detail - Rear Porch Eave1" = 1'-0"5Detail - Rear Porch Column1/2" = 1'-0"6Detail - Rear Porch Column
F10F2F2F5Main Level Clg. Hgt.8' - 4 1/2"2' - 0 3/4"Lower Level Clg Hgt.8' - 2"8' - 4"8' - 4"8' - 4"F639 1/8"E.H.39 1/8"Ov'Hg2' - 0"Ov'Hg2' - 0"12' - 6"30' - 3"25' - 3"Ov'Hg1' - 0"10" 12"14" 12"14" 12"M.L. to B.O. Front Porch Trusses8' - 3 1/4"7 1/4"3/4" SUBFLOOR24" FLOOR TRUSSES @ 19.2" O.C.GRADE MUST BE MINIMUM OF 6" BELOW TOP OF FOUNDATION WALLB.O. FOOTING @ MIN.42" BELOW GRADETYPICAL SLAB CONSTRUCTION:4" CONCRETE SLAB PITCHED TOWARDS FLOOR DRAINSSAND BED GRANULAR FILLTYPICAL SLAB CONSTRUCTION:4" CONCRETE SLAB OVER POLY/VAPOR BARRIER OVER SAND BED GRANULAR FILLGARAGE WALLS:INSULATE WALLS & CEILINGS5/8" TYPE-X GYP. BD. & FINISH TAPE ON ALL INTERIOR GARAGE WALLS & CEILINGSTYPICAL SLAB CONSTRUCTION:4" CONCRETE SLAB OVER POLY/VAPOR BARRIER OVER SAND BED GRANULAR FILL76 3/4"46 1/16"38 3/8"84 3/8"11"7 11/16"ROOF TRUSSESPER MFG. SPEC.garageROOF TRUSSESPER MFG. SPEC.stairsunderstairst'rgfrontporchowner'swalk-in closetmechanical &storage roomROOF TRUSSESPER MFG. SPEC.ROOF TRUSSESPER MFG. SPEC.(OPT.) 1/2" T&G CLG1 1/4"5 5/8"26 1/4"3' - 6"9' - 4"Ov'Hg1' - 0"10' - 0"30' - 9"16' - 9 1/4"9' - 5 3/4"Ov'Hg1' - 0"Ov'Hg2' - 0"10" 12"10" 12"Main Level Clg. Hgt.8' - 4 1/2"2' - 0 3/4"Lower Level Clg. Hgt.8' - 2"2' - 0 3/4"Lower Level Clg. Hgt.8' - 2"14 1/4"M.L. to B.O. Porch Trusses8' - 3 1/4"Cased Opening84"M.L. to B.O. Framed Soffit7' - 6"20 1/4"Soffit9 1/4"7 1/2"F9F840"40"3/4" SUBFLOOR24" FLOOR TRUSSES @ 19.2" O.C.ROOF TRUSSESPER MFG. SPEC.GRADE MUST BE MINIMUM OF 6" BELOW TOP OF FOUNDATION WALLB.O. FOOTING @ MIN.42" BELOW GRADETYPICAL SLAB CONSTRUCTION:4" CONCRETE SLAB OVER POLY/VAPOR BARRIER OVER SAND BED GRANULAR FILLROOF TRUSSESPER MFG. SPEC.HIP VAULT59 1/2"OWNER'SSUITEJ&j BATHFAMILY ROOMGUESTBEDROOMTWOWETBARFAMILYROOMDININGROOMKITCHENOUTDOORKITCHEN(OPT.) 1/2" T&G CLG.SOFFITROOF TRUSSESPER MFG. SPEC.THERMAL BREAK2" RIGID INSUL. @ SLAB FOR IN-FLOOR HEAT10"7' - 6 1/2"4" 12"DROPPEDSOFFIT1 1/4"14" 12"10' - 8 7/16"3' - 6"8' - 4"Main Level Clg. Hgt.8' - 4 1/2"2' - 0 3/4"Lower Level Clg. Hgt.8' - 2"E.H.25 1/2"7' - 3"7' - 3"E.H.25 1/2"Ov'Hg2' - 0"19' - 0"19' - 0"Ov'Hg2' - 0"10" 12"F1STFG #1F9Furring Wl3' - 6"3/4" SUBFLOOR24" FLOOR TRUSSES @ 19.2" O.C.ROOF TRUSSESPER MFG. SPEC.GRADE MUST BE MINIMUM OF 6" BELOW TOP OF FOUNDATION WALLB.O. FOOTING @ MIN.42" BELOW GRADETYPICAL SLAB CONSTRUCTION:4" CONCRETE SLAB OVER POLY/VAPOR BARRIER OVER SAND BED GRANULAR FILL3/4" SUBFLOOR24" FLOOR TRUSSES @ 19.2" O.C.HIP VAULTOWNER'SBATHOWNER'SSUITEOWNER'SW.I.C.MECHANICAL& STORAGE ROOMGUEST BEDROOMTWOJ&j BATH6" LAPACCENT WALLTHERMAL BREAK2" INSUL. FOR IN-FLR HEATIN-FLR HEATNOTCH TRUSSES 1-1/2" 4" 12"Hip Vault Peak10' - 9 1/2"Dropped Soffit7' - 6 1/2"6" SHIPLAP ACCENT WALL @ RECESS3' - 2 3/8"3' - 10 1/16"F2F9Ov'Hg2' - 0"19' - 0"19' - 0"Ov'Hg2' - 0"E.H.25 1/2"E.H.25 1/2"Main Level Clg. Hgt.8' - 4 1/2"2' - 0 3/4"Lower Level Clg. Hgt.8' - 2"3' - 6"8' - 4"32 1/2"Soffit16 1/2"3/4" SUBFLOOR24" FLOOR TRUSSES @ 19.2" O.C.ROOF TRUSSESPER MFG. SPEC.GRADE MUST BE MINIMUM OF 6" BELOW TOP OF FOUNDATION WALLB.O. FOOTING @ MIN.42" BELOW GRADETYPICAL 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 CODETYPICAL STAIRCASE LANDING CONSTRUCTION:2-2x8 HEADER3/4" PLYWOOD BACKING2x8 JOISTS @ 16" O.C.3/4" PLYWOODTYPICAL SLAB CONSTRUCTION:4" CONCRETE SLAB OVER POLY/VAPOR BARRIER OVER SAND BED GRANULAR FILLMUSICROOMSTAIRSLOUNGE/GAMEAREAFAMILYROOMDiningROOMBEAM FLUSHPER MFG. SPEC.SIZE TO ALLOW FOR 2x6 TOP CHORD @ CANT10" 12"BEAM FLUSHPER MFG. SPEC.SIZE TO ALL FOR HVACDRAWN 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 SD 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 SaNotes: 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 foritems including, but not limited to : construction technique, quality of material, workmanship, code adherence, safety, waterproofing, 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 inthe rendering for illustrative purpose only. Consult builder for standard or included features. c David Charlez Designs 2021.Do not replicate with out permission (952)428-8200. David Charlez Design retains rights to all plans and detail shown.3/17/2021 9:36:18AM10Cross SectionsSD- Kovich -SchmidtResidence- CD -- Rev 1 -LMCKovich - Schmidt ResidenceSD Custom Homes750 Main StreetSuite #223Mendota Heights, MN 5511801.12.2021LMC19459 Iteri Ave.Lakeville, MN1/4" = 1'-0"1Cross Section - Owner' WIC, Stairs, Garage1/4" = 1'-0"2Cross Section - Owner's Suite, Kitchen, Ot'Dr Kit1/4" = 1'-0"3Cross Section - Owner's WIC & Suite1/4" = 1'-0"4Cross Section - Stairs, Music Room. Dining
3' - 6"3' - 6"Main Level Clg. Hgt.8' - 4 1/2"2' - 0 3/4"Lower Level Clg. Hgt.8' - 2"CANT2' - 0"Ov'Hg1' - 6"8' - 0"13' - 0"19' - 0"2' - 0"Ov'Hg1' - 0"F3F2STFG #1F9E.H.25 1/2"Main Level Clg. Hgt.8' - 4 1/2"2' - 0 3/4"Lower Level Clg. Hgt.8' - 2"E.H.7' - 1 1/2"10" 12"Cased Opening7' - 0"7 1/4"M.L. to B.O. Trusses/ Flush Beam8' - 3 1/2"3/4" SUBFLOOR24" FLOOR TRUSSES @ 19.2" O.C.ROOF TRUSSESPER MFG. SPEC.GRADE MUST BE MINIMUM OF 6" BELOW TOP OF FOUNDATION WALLB.O. FOOTING @ MIN.42" BELOW GRADETYPICAL SLAB CONSTRUCTION:4" CONCRETE SLAB OVER POLY/VAPOR BARRIER OVER SAND BED GRANULAR FILLROOF TRUSSESPER MFG. SPEC.ROOF TRUSSESPER MFG. SPEC.ASSUMED ROOF GIRDER TRUSS PER MFG. SPEC.BEAMS FLUSHPER MFG. SPEC.Beam Cant14 1/2"FOYERHALLGREATROOMGUESTBEDROOMTWOHALLBATHMECH.RMFRONTPORCHCANTILEVER CONSTRUCTION:24" CANTILEVED TRUSSES BY 2'-0"SPRAY FOAM INSULATION R-30 MIN.FINISH UNDERSIDE w/ 3/4" PLYWOOD & 3/4" COMPOSITEWDW HDR PER MFG. SPEC.NOTCH TRUSSES 1-1/2"IF (OPT.) PAVER FLR SELECTED1"FLUSH WDW HDR PER MFG. SPEC. FOR L.O WALL WDWS @ GUEST ROOMLower Level Clg. Hgt.8' - 2"2' - 0 3/4"Main Level Clg. Hgt.8' - 4 1/2"Lower Level Clg. Hgt.8' - 2"2' - 0 3/4"Main Level Clg. Hgt.8' - 4 1/2"8' - 4"Ov'Hg2' - 0"Ov'Hg1' - 0"18' - 0"37' - 6"11' - 6"Ov'Hg1' - 0"14" 12"14" 12"10" 12"10" 12"6"6"M.L. to Gabel Wdw Hdr ( Beyond )19' - 3"M.L. to Dormer Wdw Hdr (Beyond)19' - 3"F103/4" SUBFLOOR24" FLOOR TRUSSES @ 19.2" O.C.ROOF TRUSSESPER MFG. SPEC.GRADE MUST BE MINIMUM OF 6" BELOW TOP OF FOUNDATION WALLB.O. FOOTING @ MIN.42" BELOW GRADETYPICAL SLAB CONSTRUCTION:4" CONCRETE SLAB OVER POLY/VAPOR BARRIER OVER SAND BED GRANULAR FILLROOF TRUSSESPER MFG. SPEC.mudroomlaundryroommusicroomhallwayowner'sbathmechanical &storage roombathlounge/gameareaexerciseroomofficefinishedst'rgroomcl'stOp'ng W/ Brn Door6' - 8"2x6 BUILD OUT2x6 BUILD OUT24"F7Ov'Hg2' - 0"6' - 3"6' - 3"Ov'Hg2' - 0"Main Level Clg. Hgt.8' - 4 1/2"E.H.34 1/16"24 3/4"14" 12"3/4" SUBFLOOR24" FLOOR TRUSSES @ 19.2" O.C.ROOF TRUSSESPER MFG. SPEC.CANTILEVER CONSTRUCTION:24" CANTILEVED TRUSSES BY 2'-0"SPRAY FOAM INSULATION R-30 MIN.FINISH UNDERSIDE w/ 3/4" PLYWOOD & 3/4" COMPOSITEFLOOR GIRDER TRUSS PER MFG. SPEC.BEAM FLUSH PER MFG SPEC. (BEYOND)GREATROOM WINDOW SEATP1P13' - 6"2' - 8 1/4"3' - 6"3' - 8"3' - 8"3"Front Porch to B.O. Trusses/ Flush Beam8' - 10 1/2"Ov'Hg From Slab1' - 6"From Beam2' - 0 1/2" Ov'Hg5' - 8 1/2"5' - 8 1/2"From Beam2' - 0 1/2" Ov'Hg14" 12"E.H.23 7/16"E.H.23 7/16"7 1/4"M.L. to B.O. Trusses8' - 3 1/4"ROOF TRUSSESPER MFG. SPEC.BEAMS FLUSH PER MFG. SPEC.frontporch32 1/2"16 1/2"3' - 6"8' - 4"Ov'Hg2' - 0"19' - 0"19' - 0"Ov'Hg2' - 0"4" 12"10" 12"F9F2STFG #26"14' - 0"Ov'hg0' - 6"3/4" SUBFLOOR24" FLOOR TRUSSES @ 19.2" O.C.ROOF TRUSSESPER MFG. SPEC.GRADE MUST BE MINIMUM OF 6" BELOW TOP OF FOUNDATION WALLB.O. FOOTING @ MIN.42" BELOW GRADETYPICAL SLAB CONSTRUCTION:4" CONCRETE SLAB OVER POLY/VAPOR BARRIER OVER SAND BED GRANULAR FILL116ROOF TRUSSESPER MFG. SPEC.DECORATIVE DORMERE.H.25 1/2"Main Level Clg. Hgt.8' - 4 1/2"2' - 0 3/4"Lower Level Clg. Hgt.8' - 2"10' - 6 3/4"E.H.25 1/2"2x6 CANT'D TOP CHORDDININGROOMMUSICROOMSTAIRSWET BARLOUNGE/GAME AREABEAM FLUSHPER MFG. SPEC.SIZE TO ALLOW FOR 2x6 TOP CHORD @ CANTBEAM FLUSHPER MFG. SPEC.SIZE TO ALL FOR HVAC2x6 CANT'D TOP CHORDS ONLY @ CANT'D TRUSSESTruss Depth24"Cantilever18"24"x1-1/4" LVL RIMBOARD w/ 1/2" GYP. FINISH2x4 LOOKOUTBEAM FLUSH PER MFG. SPEC. SIZE TO ALLOW FOR CANT'D 2x6 TOP CHORDS411Stone Cap46"Stone Cap28"2" Stone Base Fin.42"Stone Base24"6 1/2"9 1/2"8 1/2"18"30"7 1/4"Fin.9 1/2"7 1/4"5 1/4"Fin.10"11 1/2"Fin.10"5 1/4"Frame7 1/2"6 1/2"Base Frame37"6X6COLUMN CONSTRUCTION (TOP/ DOWN):3-1/2" CAPITAL2-1/2" ASTRAGAL (10" FROM T.O. COLUMN)10" BASE3/4" COMPOSITE WRAP1/2" TRD. PLYWOOD6x6 TRD. STRUC. POST2x4 BOX FRAMECOLUMN BASE CONSTRUCTION (TOP/ DOWN):3-1/2" STONE CAP2" STONE VENEER2x4 FRAMED BOXDRAWN 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 SD 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 SaNotes: 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 foritems including, but not limited to : construction technique, quality of material, workmanship, code adherence, safety, waterproofing, 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 inthe rendering for illustrative purpose only. Consult builder for standard or included features. c David Charlez Designs 2021.Do not replicate with out permission (952)428-8200. David Charlez Design retains rights to all plans and detail shown.3/17/2021 9:36:29AM11Cross SectionsSD- Kovich -SchmidtResidence- CD -- Rev 1 -LMCKovich - Schmidt ResidenceSD Custom Homes750 Main StreetSuite #223Mendota Heights, MN 5511801.12.2021LMC19459 Iteri Ave.Lakeville, MN1/4" = 1'-0"1Cross Section - Entry & Great Room CANT1/4" = 1'-0"2Cross Section - Mdrm, L'Dry, Owner's Bath1/4" = 1'-0"3Cross Section - Great Room CANT1/4" = 1'-0"4Cross Section - Front Porch1/4" = 1'-0"5Cross Section - Dining Room, Music, Room Stairs3/4" = 1'-0"6Detail - Music Room CANT3/4" = 1'-0"7Detail - Front Porch Columns (Plan)
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1 DNDNDN1538 SFLOWER LEVEL386 SFMECH & STORAGE178 SFFIN. ST'RG2227 SFMAIN LEVEL66 SFPORCH852 SFGARAGE307 SFOUTDOOR LIVING90 SFREAR PORCHABBREVIATIONS 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= STACKED= 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= WASHERA.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'KDST'LST'RGSTRUC.SQ. FTG.TBD.T.C.B.T>.O.TRD.TRSM.TYP.U.L.UNFIN.VTY.W'DWDWW.I.C.W/W.O.WSHR.3" MIN. ABS OR PVC OR EQUIVALENTGAS TIGHT PIPESEAL ALL JOINTSBETWEEN SLABAND FOUNDATION WALL4" PERFORATED DRAINTILE W/FILTER FABRIC8"X16" ROCK TRENCHSEALED SUMP BASKETMIN 6 MIL OR 3 MIL CROSSLAMINATED POLY SHALL BELAPPED 12" AND PLACED BELOWTHE SLAB AND ON TOP OF 4" MIN. SAND GASPERMEABLE LAYERINSTALL LABEL READING (RADON REDUCTION SYSTEM) ON THE VENT PIPE AT EACH FLOORAND IN ACCESSIBLE ATTICSALL CONTROL JOINTS, ISOLATION JOINTSCONSTRUCTION JOINTS AND ANY OTHERJOINTS IN CONCRETE SLABS SHALL BESEALED WITH CAULK OR SEALANTSEAL ALL FLOOR OPENINGSALL PIPE JOINTS AND FITTINGSTO BE GLUED OR TRANSITIONCOUPLINGSPROVIDE 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 INSTALLEDR-4 MIN. INSULATION AROUND PIPE IN UNCONDITIONED SPACESl o w e r l e v e l:s q. f t g. c a l c u l a t i o n s1538 SQ. FT. LOWER LEVEL386 SQ. FT. MECHANICAL ROOM178 SQ. FT. FINISHED STORAGE ROOMGENERAL NOTES1. 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 RATING4. STRUCTURAL WALLS TO HAVE A FIRE RATING OF 1 HR.5. ALL DIMENSIONS LINES TO BE TO CENTERLINE OF STUDS TO FACE OF STUD6. PROVIDE ROOF VENTILATION 1 SQ.FT. PER 300 SQ.FT. OF ROOF AREA. 50% AT RIDGE AND 50% AT SOFFIT-MIN7.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 GLASS10. PROVIDE AN APPROVED ICE AND WATER ROOFING STARTER EDGE PER CODE OR EQUIVALENT11. WRAP ALL CANTILEVERS WITH AN APPROVED POLY AND SPRAY FOAM FLOOR12. SLOPE FINISHED GRADE AWAY FROM THE HOUSE ON ALL SIDES13. 1/2" AIR SPACE ON EACH SIDE OF MICRO-LAM BEAM & MIN 3" BEARING ON CONCRETE14. EXTERIOR RAILING TO BE MIN OF 36" HIGH AND BUILT AS TO NOT ALLOW A 4" SPHERE TO PASS THROUGH15. ALL COMPONENTS TO BE INSTALLED TO MANF. SPEC OR LOCAL CODE16. ALL WOOD IN DIRECT CONTACT WITH CONCRETE OR MASONRY IS TO BE PRESSURE TREATED OR WOOD SPECIES THAT HAS A NATURAL RESISTANCE TO DECAY17. PROVIDE A WATER RESISTIVE GYP BOARD AROUND ALL SHOWERS AND TUBS18. LIGHT OR FAN HOUSING SYSTEM RECESSED THROUGH AN EXTERIOR VAPOR BARRIER SHALL BE OF THE AIR SEALED TYPE OR BE BOXED AND SEALED PER CODE19. PROVIDE DRAFT STOPS PER UBC 708.320. FIRE BLOCK ALL CHASES AT EACH FLOOR-CEILING ASSEMBLY OR AT 10' MAX INTERVALS21. ALL SMOKE DETECTORS TO BE HARD WIRED WITH BATTERY BACKUP PER CODE22. MAINTAIN A 6" SEPARATION BETWEEN GRADE AND WOOD23. CAULK AND FLASH AROUND ALL EXTERIOR OPENINGS24. PLUMBING PENETRATIONS IN WALL ASSEMBLY SHALL BE FIRE CAULKED WITH LISTED MATERIALS25. BLOCK PATIO DOORS WITHOUT A DECK26. SMOKE DETECTORS SHALL BE MIN 16" AWAY FROM WALL AND INSTALL TO MANF. SPEC27. NO OPENING IN ROOF WITHIN 5' OF PROPERTY LINES28. 10% OF THE FLOOR AREA IS REQUIRED FOR LIGHT AND VENTILATION IN ALL HABITABLE ROOMS29. ON EXTERIOR, GRIPPABLE HANDRAILS 34" TO 36" IN HEIGHT FROM THE NOSE OF THE STAIRS30. 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 GLUED32. 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 APPROVAL36. 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 UNCOVERED38. WIND-WASH AT AL EAVES, CORNERS, OVERHANGS, AND BY WINDOWS. SHEATHING INSULATION DAM @ CEILING CHANGES39. WEATHER-RESISTIVE BARRIER-i.e. BUILDING WRAP TABLE R703.440. HOT WATER PIPING LOCATED OUTSIDE OF CONDITIONED SPACE WILL BE INSULATED TO AT LEAST R-341. 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 PLENUMS1/8" = 1'-0"1Lower Level1/8" = 1'-0"2Main LevelDRAWN 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 SD 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 SaNotes: 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 foritems including, but not limited to : construction technique, quality of material, workmanship, code adherence, safety, waterproofing, 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 inthe rendering for illustrative purpose only. Consult builder for standard or included features. c David Charlez Designs 2021.Do not replicate with out permission (952)428-8200. David Charlez Design retains rights to all plans and detail shown.3/17/2021 9:36:34AM12Square Footage CalculationsSD- Kovich -SchmidtResidence- CD -- Rev 1 -LMCKovich - Schmidt ResidenceSD Custom Homes750 Main StreetSuite #223Mendota Heights, MN 5511801.12.2021LMC19459 Iteri Ave.Lakeville, MNM A I N l e v e l:2227 SQ. FT. MAIN LEVEL90 SQ. FT. REAR PORCH66 SQ. FT. FRONT PORCH852 SQ. FT. GARAGE307 SQ. FT. OUTDOOR LIVINGF I N S H E D T O T A L :3943 SQ. FT. FINSHED TOTAL(INCLUDES LOWER, MAIN, & FINISHED STORAGE ROOM)1/4" = 1'-0"3Detail - Passive Radon System
POT FILLER36" RANGERANGEHOODFLTNG SHELVES w/ METAL BRACKETSCOOKING SHEETS2' - 6"9' - 0"3' - 10 1/2"1' - 6"3' - 0"2 BINTRASHDISHWSHRSINKSCONCES3' - 0"1' - 4"5' - 6"6' - 0"36" REF/FZR30" DBL OVENSBOOKSHELFFLOATING SHELVES w/ METAL BRACKETSSCONCES6" SHIPLAP8' - 4 1/2"7' - 0"3' - 0"24" MICROTOWELHOLDER7' - 0"3' - 0"3' - 6"3' - 0"4' - 6"3' - 0"4' - 0"DOUBLE SIDED BOOKSHELFDOUBLE SIDED BOOKSHELFDOUBLE SIDED GLASS SHELVINGWD HEADER SKIN10' - 6"3' - 0"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 SD 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 SaNotes: 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 foritems including, but not limited to : construction technique, quality of material, workmanship, code adherence, safety, waterproofing, 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 inthe rendering for illustrative purpose only. Consult builder for standard or included features. c David Charlez Designs 2021.Do not replicate with out permission (952)428-8200. David Charlez Design retains rights to all plans and detail shown.3/17/2021 9:36:45AM13Interior ElevationsSD- Kovich -SchmidtResidence- CD -- Rev 1 -LMCKovich - Schmidt ResidenceSD Custom Homes750 Main StreetSuite #223Mendota Heights, MN 5511801.12.2021LMC19459 Iteri Ave.Lakeville, MNINTERIOR ELEVATIONS SHOWN ARE FOR ILLUSTRATIVE PURPOSES ONLY. ALL DIMENSIONS AND DETAILS SHOWN ARE SUBJECT TO CHANGE AND SHOULD BE VERIFIED AND FINALIZED WITH THE GENERAL CONTRACTOR, INTERIOR DESIGNER, AND CLIENT. CABINET DESIGNER WILL PROVIDE ACCURATE SHOP DRAWINGS FOR ALL CABINETS SHOWN. designer disclaimer1/2" = 1'-0"1M.L. - Kitchen @ Range1/2" = 1'-0"2M.L. - Kitchen @ Sink1/2" = 1'-0"3M.L. - Kitchen @ Ref1/2" = 1'-0"4M.L. - Kitchen Island1/2" = 1'-0"5M.L. - Kitchen @ Island Overhang1/2" = 1'-0"6M.L. - Kitchen Island Sides1/2" = 1'-0"7M.L. - Dining Bookshelf1/2" = 1'-0"8M.L. - Dining Room Buffet
5' - 9 1/4"6' - 4 1/2"5' - 9 1/4"8' - 4 1/2"6" SHIPLAP w/ 1/2" REVEAL6" SHIPLAP w/ 1/2" REVEALGYP. FINISH8"x8" STONE MANTEL/ SURROUNDSMOOTH STONE SURROUNDSCONCE8"x16" WD WRAPPED SOFFIT (OPT.)8"x16" WD WRAPPED SOFFIT (OPT.)SCONCEMIRROR OR ARTTELEVISION BY HOMEOWNER(70" SHOWN)3" FLOATING SHELVES w/ BRACKETSGAS OR ELEC. FIREPLACE8"60 1/2"8"STORAGE DRAWERSSTORAGE DRAWERS11' - 6"2' - 0"6" SHIPLAPBUILT IN WINDOW BENCH AND STORAGEOpen Bookshelf4' - 5 1/2"3' - 0"5' - 5 1/2"3' - 0"DROPZONECROWNCROWNWAINSCOATING66"4' - 0"2' - 0"OPEN LOCKERS w/ BEADBOARD BACKINGDRWR DRWR14 5/8"WAINSCOATINGCROWN36"x96" FROST GLASSPOCKET DOOR FOR LIGHT TRANSMISSION TO LAUNDRYBASE TRIMBASE TRIM36"18"46 1/2"LAP WALL FINISH27"36"WASHERDRYERDRYING RACKBEADBOARD WALL FINISH24" DEEP UPPERSSINK36"18"39"72"OPEN STORAGEOPEN STORAGEDRYING RACKBEADBOARD WALL FINISH54 1/2"24"18"30"48"PACKAGESMAILBENCH w/ (OPT.) HOOKS& LAP BACKINGOPEN STORAGECOAT CLOSETDRAWN 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 SD 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 SaNotes: 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 foritems including, but not limited to : construction technique, quality of material, workmanship, code adherence, safety, waterproofing, 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 inthe rendering for illustrative purpose only. Consult builder for standard or included features. c David Charlez Designs 2021.Do not replicate with out permission (952)428-8200. David Charlez Design retains rights to all plans and detail shown.3/17/2021 9:36:55AM14Interior ElevationsSD- Kovich -SchmidtResidence- CD -- Rev 1 -LMCKovich - Schmidt ResidenceSD Custom Homes750 Main StreetSuite #223Mendota Heights, MN 5511801.12.2021LMC19459 Iteri Ave.Lakeville, MN1/2" = 1'-0"1M.L. - Great Room Fireplace1/2" = 1'-0"2M.L. - Great Room Wdw Bench1/2" = 1'-0"4M.L.- Hall Bookshelf1/2" = 1'-0"5M.L. - Mudroom DZ1/2" = 1'-0"6M.L. - Mudroom Lockers1/2" = 1'-0"7M.L. - Pantry I1/2" = 1'-0"8M.L. - Pantry II1/2" = 1'-0"9M.L. - 1/2 Bath1/2" = 1'-0"10M.L. - Laundry I1/2" = 1'-0"11M.L. - Laundry II1/2" = 1'-0"12M.L. - Foyer Built Ins
48"18"57"18"36"93"6" LAP ACCENT WALL36"x60" FREE STANDING TUB w/ WALL MOUNTED FAUCETOPEN ST'RGOPEN ST'RG18" FULL HGT. LINEN/ ST'RG18" FULL HGT. LINEN/ ST'RG18"57"18"36"64 1/2"OPENST'RGOPENST'RG4' - 3"36" GAS FIREPLACE PER MFG. SPEC. w/ BRICK APPERANCE SURROUND8"x6"x56" WD MANTELTELEVISION BY HOMEOWNER, 50" SHOWN6" SHIPLAP WALLHIP VAULTADJUST HIP VAULT BEAMS ACCORDINGLY TO ADJUST FOR FINISH MATERIAL DEPTH81"73"42"12"44"54"GAS FIRPLACE PER MFG. SPEC.TELEVISON BY HOMEOWNERBRICK SURROUND12" BRICK/ STONE HEARTH8"x6" WD MANTEL w/ CORBELS62"36"101 1/2"2"10"WAINSCOATINGSCONCESSCONCES2"x4" WD LEDGEOPEN STORAGE122 1/4"44"18"36"FLTNG WD DISPLAY SHELVESSINKTILE BACKSPLASH44"18"36"76"40"36" REF/FZRTILE BACKSPLASH42"91"36"TRASH(OPT.)DW6"94"36"SPEAKERSPEAKERDISPLAY CABINETSDISPLAY CABINETS127"42"6" LAPSTEP RAIL54"42"6" LAPSTEP RAIL62"36"BOOKSHELFCEILING MOUNTEDSHELVINGFILECABKNEE SPACE @ DESKDRAWN 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 SD 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 SaNotes: 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 foritems including, but not limited to : construction technique, quality of material, workmanship, code adherence, safety, waterproofing, 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 inthe rendering for illustrative purpose only. Consult builder for standard or included features. c David Charlez Designs 2021.Do not replicate with out permission (952)428-8200. David Charlez Design retains rights to all plans and detail shown.3/17/2021 9:37:04AM15Interior ElevationsSD- Kovich -SchmidtResidence- CD -- Rev 1 -LMCKovich - Schmidt ResidenceSD Custom Homes750 Main StreetSuite #223Mendota Heights, MN 5511801.12.2021LMC19459 Iteri Ave.Lakeville, MN1/2" = 1'-0"1M.L. - OS Bath Vanity I1/2" = 1'-0"2M.L. - OS Bath Vanity II1/2" = 1'-0"3M.L. - Owner's Suite4Onwer's Clg. From Ground5Owner's Suite1/2" = 1'-0"6L.L. - Family Room Fireplace1/2" = 1'-0"7L.L. - J&J Bath1/2" = 1'-0"8L.L. - Wet Bar I1/2" = 1'-0"9L.L. - Wet Bar II1/2" = 1'-0"10L.L. - Wet Bar III1/2" = 1'-0"11L.L. - Turntable1/2" = 1'-0"12L.L. - Wet Bar Island I1/2" = 1'-0"13L.L. - Wet Bar Island II1/2" = 1'-0"14L.L. - Pkt Office I
FLUSH HDRFLUSH HDR19.2" O.C. ---------->F2F6F7F14F10F16F15F1F1F1F1F1F1F1F1F1F1F1F1F3F3F3F3F3F13F13F13F13F13F13F13F13F13F5F4F4F4F4F4F4F4F4F9F9F9F9F9F9F12F12F12F12F12F12F8F8F8F11F1138-00-009-00-00 20-00-00 9-00-0038-00-0020-00-00 8-06-00 15-00-0023-06-0067-00-0057-00-0010-00-0067-00-00Customer: Dakota Cty Lumber - JFJob Number: 316346-AHome Owner: SD HOMES-KOVICH/SCHMIDTJob Name: RoofSite Address: 19459 ITERI AVENUE Sales Rep: John FrankCity, ST, ZIP: LAKEVILLE MN Designer: Unassigned2926 Lone Oak Circle, St. Paul, MN 55121Ph: 651-454-3610 Fax: 651-454-4765Date: 2/18/2021Version: 8.4.3.238
L1B3B1B1B1B1B1B1B1B1B1B1B1B2B4B4B4B4J1FF1FF1FF1FF1J1A11A1A3A5A7A8A6A4A2A10A12A12A12A12A12A13A13A9A1A1A1A1A15A15A15A15A15A15A15A14A14A14A14A14A16H1H2J3J3J3J3J3J3J3J3J3J3J3J3J3J3J3J3J3J3J3J3V5V10V17V1V2V3V8V14V19V6V11V18V22V131V131V131V131V131V131V7V7V7V16V201V4V9V15V21V20V16P21P2P2P2P2P2P2P2P2P2P2P2P2P2P2P2P2P11P1P1P1P1P1P1P1P1P1P1P1P1P1P1P1P1P1P1P1P1P1P1P1P1P1P1P1P1P1P1P1P1P1P121-06-0024-06-0038-00-002-00-0066-00-001-06-0034-00-0019-06-00 9-00-002-00-0066-00-0020-00-00 8-06-00 14-06-00 7-06-00 10-00-00 7-06-0068-00-0020-00-0012-06-0024-06-0010-00-001-00-0068-00-00Customer: Dakota Cty Lumber - JFJob Number: 316346-AHome Owner: SD HOMES-KOVICH/SCHMIDTJob Name: RoofSite Address: 19459 ITERI AVENUE Sales Rep: John FrankCity, ST, ZIP: LAKEVILLE MN Designer: Unassigned2926 Lone Oak Circle, St. Paul, MN 55121Ph: 651-454-3610 Fax: 651-454-4765Date: 2/18/2021Version: 8.4.3.238
Sd Custom Homes
HVAC Load Calculations
for
Kovich Schmidt
19459 Iteri Ave
Lakeville,mn
Prepared By:
Randy Andrews
Lofgren Heating
5708 Upper 147th Street West
Apple Vallley, MN 55124
Monday, February 08, 2021
Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc.
Lofgren Htg. & A/C Sd Custom Homes
Farmington, MN 55024 Page 2
Project Report
General Project Information
Project Title:Sd Custom Homes
Project Date:Monday, February 08, 2021
Client Name:Kovich Schmidt
Client Address:19459 Iteri Ave
Client City:Lakeville,mn
Company Name:Lofgren Heating
Company Representative:Randy Andrews
Company Address:5708 Upper 147th Street West
Company City:Apple Vallley, MN 55124
Company E-Mail Address:rrandrews@lofgrenheating-ac.com
Design Data
Reference City:Minneapolis, Minnesota
Building Orientation:Front door faces East
Daily Temperature Range:Medium
Latitude:44 Degrees
Elevation:834 ft.
Altitude Factor:0.970
Elevation Sensible Adj. Factor:1.000
Elevation Total Adj. Factor:1.000
Elevation Heating Adj. Factor:1.000
Elevation Heating Adj. Factor:1.000
Outdoor Outdoor Outdoor Indoor Indoor Grains
Dry Bulb Wet Bulb Rel.Hum Rel.Hum Dry Bulb Difference
Winter:-15 -15.33 80%n/a 72 n/a
Summer:88 72 47%50%75 29
Check Figures
Total Building Supply CFM:1,156 CFM Per Square ft.:0.260
Square ft. of Room Area:4,454 Square ft. Per Ton:1,596
Volume (ft³) of Cond. Space:40,086
Building Loads
Total Heating Required Including Ventilation Air:52,778 Btuh 52.778 MBH
Total Sensible Gain:25,113 Btuh 82 %
Total Latent Gain:5,360 Btuh 18 %
Total Cooling Required Including Ventilation Air:30,473 Btuh 2.54 Tons (Based On Sensible + Latent)
2.79 Tons (Based On 75% Sensible
Capacity)
Notes
Calculations are based on 8th edition of ACCA Manual J.
All computed results are estimates as building use and weather may vary.
Be sure to select a unit that meets both sensible and latent loads.
C:\ ...\19459 ITERI LAKEVILLE RAMBLER 02082021.rhv Monday, February 08, 2021, 11:42 AM
Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc.
Lofgren Htg. & A/C Sd Custom Homes
Farmington, MN 55024 Page 3
Load Preview Report
Scope
Has
AED
Net
Ton
ft.²
/Ton Area
Sen
Gain
Lat
Gain
Net
Gain
Sen
Loss
Sys
Htg
CFM
Sys
Clg
CFM
Sys
Act
CFM
Duct
Size
Building 2.54 1,754 4,454 25,113 5,360 30,473 52,778 977 1,156 1,156
System 1 No 2.54 1,754 4,454 25,113 5,360 30,473 52,778 977 1,156 1,156 21x10
Ventilation 437 1,352 1,789 5,850
Zone 1 4,454 24,676 4,008 28,684 46,928 977 1,156 1,156 21x10
1-Upper Level 2,227 19,317 2,839 22,156 29,559 615 905 905 11--6
2-Lower Level 2,227 5,359 1,169 6,528 17,369 362 251 251 3--6
C:\ ...\19459 ITERI LAKEVILLE RAMBLER 02082021.rhv Monday, February 08, 2021, 11:42 AM
Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc.
Lofgren Htg. & A/C Sd Custom Homes
Farmington, MN 55024 Page 4
Total Building Summary Loads
Component
Description
Area
Quan
Sen
Loss
Lat
Gain
Sen
Gain
Total
Gain
4A-1a-o: Glazing-Double pane low-e (e = 0.20 or less),
operable window, e=0.20 on surface 2, wood with
metal clad frame, u-value 0.32, SHGC 0.33
358 9,967 0 10,363 10,363
11N: Door-Metal - Polystyrene Core 42 1,278 0 352 352
12F-0sw: Wall-Frame, R-21 insulation in 2 x 6 stud
cavity, no board insulation, siding finish, wood studs
2120 11,987 0 1,832 1,832
15B0-15sf-10: Wall-Basement, , R-15 board insulation to
floor, no interior finish, 10' floor depth
1296 4,736 0 0 0
16B-50: Roof/Ceiling-Under Attic with Insulation on Attic
Floor (also use for Knee Walls and Partition
Ceilings), Vented Attic, No Radiant Barrier, Dark
Asphalt Shingles or Dark Metal, Tar and Gravel or
Membrane, R-50 insulation
2227 3,875 0 2,138 2,138
21A-24-c: Floor-Basement, Concrete slab, any thickness,
2 or more feet below grade, no insulation below floor,
carpet covering, shortest side of floor slab is 24' wide
2227 4,844 0 0 0
Subtotals for structure:36,687 0 14,685 14,685
People:7 1,400 1,610 3,010
Equipment:1,500 6,000 7,500
Lighting:0 0 0
Ductwork:0 0 0 0
Infiltration: Winter CFM: 110, Summer CFM: 57 10,241 1,108 796 1,904
Ventilation: Winter CFM: 140, Summer CFM: 70 5,850 1,352 437 1,789
AED Excursion:0 0 1,585 1,585
Total Building Load Totals:52,778 5,360 25,113 30,473
Check Figures
Total Building Supply CFM:1,156 CFM Per Square ft.:0.260
Square ft. of Room Area:4,454 Square ft. Per Ton:1,596
Volume (ft³) of Cond. Space:40,086
Building Loads
Total Heating Required Including Ventilation Air:52,778 Btuh 52.778 MBH
Total Sensible Gain:25,113 Btuh 82 %
Total Latent Gain:5,360 Btuh 18 %
Total Cooling Required Including Ventilation Air:30,473 Btuh 2.54 Tons (Based On Sensible + Latent)
2.79 Tons (Based On 75% Sensible
Capacity)
Notes
Calculations are based on 8th edition of ACCA Manual J.
All computed results are estimates as building use and weather may vary.
Be sure to select a unit that meets both sensible and latent loads.
C:\ ...\19459 ITERI LAKEVILLE RAMBLER 02082021.rhv Monday, February 08, 2021, 11:42 AM
Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc.
Lofgren Htg. & A/C Sd Custom Homes
Farmington, MN 55024 Page 5
Building Pie Chart
Building
Loss
52,778
Btuh
Floor 9%
Roof 7%
Wall 32%
Glass 19%
Door 2%
Infiltration 19%
Ventilation 11%
Building
Gain
30,473
Btuh
Roof 7%
Wall 6%
Glass 34%
Door 1%People 10%
Equipment 25%
Infiltration 6%
Ventilation 6%
AED Excursion 5%
C:\ ...\19459 ITERI LAKEVILLE RAMBLER 02082021.rhv Monday, February 08, 2021, 11:42 AM
Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc.
Lofgren Htg. & A/C Sd Custom Homes
Farmington, MN 55024 Page 6
System 1 Whole House Summary Loads
Component
Description
Area
Quan
Sen
Loss
Lat
Gain
Sen
Gain
Total
Gain
4A-1a-o: Glazing-Double pane low-e (e = 0.20 or less),
operable window, e=0.20 on surface 2, wood with
metal clad frame, u-value 0.32, SHGC 0.33
358 9,967 0 10,363 10,363
11N: Door-Metal - Polystyrene Core 42 1,278 0 352 352
12F-0sw: Wall-Frame, R-21 insulation in 2 x 6 stud
cavity, no board insulation, siding finish, wood studs
2120 11,987 0 1,832 1,832
15B0-15sf-10: Wall-Basement, , R-15 board insulation to
floor, no interior finish, 10' floor depth
1296 4,736 0 0 0
16B-50: Roof/Ceiling-Under Attic with Insulation on Attic
Floor (also use for Knee Walls and Partition
Ceilings), Vented Attic, No Radiant Barrier, Dark
Asphalt Shingles or Dark Metal, Tar and Gravel or
Membrane, R-50 insulation
2227 3,875 0 2,138 2,138
21A-24-c: Floor-Basement, Concrete slab, any thickness,
2 or more feet below grade, no insulation below floor,
carpet covering, shortest side of floor slab is 24' wide
2227 4,844 0 0 0
Subtotals for structure:36,687 0 14,685 14,685
People:7 1,400 1,610 3,010
Equipment:1,500 6,000 7,500
Lighting:0 0 0
Ductwork:0 0 0 0
Infiltration: Winter CFM: 110, Summer CFM: 57 10,241 1,108 796 1,904
Ventilation: Winter CFM: 140, Summer CFM: 70 5,850 1,352 437 1,789
AED Excursion:0 0 1,585 1,585
System 1 Whole House Load Totals:52,778 5,360 25,113 30,473
Check Figures
Supply CFM:1,156 CFM Per Square ft.:0.260
Square ft. of Room Area:4,454 Square ft. Per Ton:1,596
Volume (ft³) of Cond. Space:40,086
System Loads
Total Heating Required Including Ventilation Air:52,778 Btuh 52.778 MBH
Total Sensible Gain:25,113 Btuh 82 %
Total Latent Gain:5,360 Btuh 18 %
Total Cooling Required Including Ventilation Air:30,473 Btuh 2.54 Tons (Based On Sensible + Latent)
2.79 Tons (Based On 75% Sensible
Capacity)
Notes
Calculations are based on 8th edition of ACCA Manual J.
All computed results are estimates as building use and weather may vary.
Be sure to select a unit that meets both sensible and latent loads.
C:\ ...\19459 ITERI LAKEVILLE RAMBLER 02082021.rhv Monday, February 08, 2021, 11:42 AM
Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc.
Lofgren Htg. & A/C Sd Custom Homes
Farmington, MN 55024 Page 7
Detailed Room Loads - Room 1 - Upper Level (Average Load Procedure)
General
Calculation Mode:Htg. & clg.Occurrences:1
Room Length:2,227.0 ft.System Number:1
Room Width:1.0 ft.Zone Number:1
Area:2,227.0 sq.ft.Supply Air:905 CFM
Ceiling Height:9.0 ft.Supply Air Changes:2.7 AC/hr
Volume:20,043.0 cu.ft.Req. Vent. Clg:0 CFM
Number of Registers:11 Actual Winter Vent.:88 CFM
Runout Air:82 CFM Percent of Supply.:10 %
Runout Duct Size:6 in.Actual Summer Vent.:55 CFM
Runout Air Velocity:419 ft./min.Percent of Supply:6 %
Runout Air Velocity:419 ft./min.Actual Winter Infil.:84 CFM
Actual Loss:0.110 in.wg./100 ft.Actual Summer Infil.:43 CFM
Item
Description
Area
Quantity
-U-
Value
Htg
HTM
Sen
Loss
Clg
HTM
Lat
Gain
Sen
Gain
W -Wall-12F-0sw 68 X 9 509 0.065 5.7 2,878 0.9 0 440
E -Wall-12F-0sw 68 X 9 504 0.065 5.7 2,850 0.9 0 436
S -Wall-12F-0sw 38 X 9 292 0.065 5.7 1,651 0.9 0 252
N -Wall-12F-0sw 38 X 9 286 0.065 5.7 1,617 0.9 0 247
E -Door-11N 3 X 7 21 0.350 30.5 639 8.4 0 176
E -Door-11N 3 X 7 21 0.350 30.5 639 8.4 0 176
W -Gls-4A-1a-o shgc-0.33 0%S 103 0.320 27.8 2,868 35.0 0 3,606
E -Gls-4A-1a-o shgc-0.33 0%S 66 0.320 27.8 1,837 35.0 0 2,310
S -Gls-4A-1a-o shgc-0.33 0%S 50 0.320 27.8 1,392 19.2 0 959
N -Gls-4A-1a-o shgc-0.33 100%S 56 0.320 27.8 1,559 10.4 0 583
UP-Ceil-16B-50 2227 X 1 2227 0.020 1.7 3,875 1.0 0 2,138
Subtotals for Structure:21,805 0 11,323
Infil.: Win.: 83.5, Sum.: 43.4 1,908 4.064 7,754 0.316 839 603
AED Excursion:1,241
People: 200 lat/per, 230 sen/per:5 1,000 1,150
Equipment:1,000 5,000
Room Totals:29,559 2,839 19,317
C:\ ...\19459 ITERI LAKEVILLE RAMBLER 02082021.rhv Monday, February 08, 2021, 11:42 AM
Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc.
Lofgren Htg. & A/C Sd Custom Homes
Farmington, MN 55024 Page 8
Detailed Room Loads - Room 2 - Lower Level (Average Load Procedure)
General
Calculation Mode:Htg. & clg.Occurrences:1
Room Length:2,227.0 ft.System Number:1
Room Width:1.0 ft.Zone Number:1
Area:2,227.0 sq.ft.Supply Air:251 CFM
Ceiling Height:9.0 ft.Supply Air Changes:0.8 AC/hr
Volume:20,043.0 cu.ft.Req. Vent. Clg:0 CFM
Number of Registers:3 Actual Winter Vent.:52 CFM
Runout Air:84 CFM Percent of Supply.:21 %
Runout Duct Size:6 in.Actual Summer Vent.:15 CFM
Runout Air Velocity:426 ft./min.Percent of Supply:6 %
Runout Air Velocity:426 ft./min.Actual Winter Infil.:27 CFM
Actual Loss:0.114 in.wg./100 ft.Actual Summer Infil.:14 CFM
Item
Description
Area
Quantity
-U-
Value
Htg
HTM
Sen
Loss
Clg
HTM
Lat
Gain
Sen
Gain
W -Wall-12F-0sw 68 X 9 529 0.065 5.7 2,991 0.9 0 457
E -Wall-15B0-15sf-10 68 X 9 612 0.042 3.7 2,236 0.0 0 0
S -Wall-15B0-15sf-10 38 X 9 342 0.042 3.7 1,250 0.0 0 0
N -Wall-15B0-15sf-10 38 X 9 342 0.042 3.7 1,250 0.0 0 0
W -Gls-4A-1a-o shgc-0.33 0%S 83 0.320 27.8 2,311 35.0 0 2,905
Floor-21A-24 1 X 2227 2227 0.025 2.2 4,844 0.0 0 0
Subtotals for Structure:14,882 0 3,362
Infil.: Win.: 26.8, Sum.: 13.9 612 4.064 2,487 0.315 269 193
AED Excursion:344
People: 200 lat/per, 230 sen/per:2 400 460
Equipment:500 1,000
Room Totals:17,369 1,169 5,359
C:\ ...\19459 ITERI LAKEVILLE RAMBLER 02082021.rhv Monday, February 08, 2021, 11:42 AM
Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc.
Lofgren Htg. & A/C Sd Custom Homes
Farmington, MN 55024 Page 9
System 1 Room Load Summary
No
Room
Name
Area
SF
Htg
Sens
Btuh
Min
Htg
CFM
Run
Duct
Size
Run
Duct
Vel
Clg
Sens
Btuh
Clg
Lat
Btuh
Min
Clg
CFM
Act
Sys
CFM
---Zone 1---
1 Upper Level 2,227 29,559 615 11-6 419 19,317 2,839 905 905
2 Lower Level 2,227 17,369 362 3-6 426 5,359 1,169 251 251
Ventilation 5,850 437 1,352
System 1 total 4,454 52,778 977 25,113 5,360 1,156 1,156
System 1 Main Trunk Size:21x10 in.
Velocity:793 ft./min
Loss per 100 ft.:0.093 in.wg
Cooling System Summary
Cooling
Tons
Sensible/Latent
Split
Sensible
Btuh
Latent
Btuh
Total
Btuh
Net Required:2.54 82% / 18%25,113 5,360 30,473
Recommended:2.79 75% / 25%25,113 8,371 33,484
Actual:1.00 77% / 23%9,240 2,760 12,000
Equipment Data
Heating System Cooling System
Type:Natural Gas Furnace Standard Air Conditioner
Model:QC-F38-E78-G QC-C12
Indoor Model:S12
Brand:Quikcool FE Series Quikcool AS Series
Description:Hi Efficiency Furnace Standard Efficiency Air Condit
Efficiency:78.3 AFUE 12.4 SEER
Sound:8.1 bels
Capacity:38,000 Btuh 12,000 Btuh
Sensible Capacity:n/a 9,240 Btuh
Latent Capacity:n/a 2,760 Btuh
C:\ ...\19459 ITERI LAKEVILLE RAMBLER 02082021.rhv Monday, February 08, 2021, 11:42 AM
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
19459 Iteri Ave, Lakeville MN 55044
SD Custom Homes
Jeremy Wilhelm
612-296-8213 jeremy@sd-customhomes.com
John Molinaro Pioneer Engineering
651-681-1914 johnm@PioneerEng.com
University of MN 2022
3-18-2021