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HomeMy WebLinkAboutLA171490 19841 Jersey Ave Permit Pack19841 Jersey Ave 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: 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 Sa Notes: Dimensions, details and conformation to all local codes are to be verified by owner and contractor prior to the start of construction. The designer of the home is not a licensed structural engineer or architect and will assume no responsibility for items including, but not limited to : construction technique, quality of material, workmanship, code adherence, safety, water proofing, insulation, radon, mold/mildew or other designs, specification or construction issues. It is recommended that a licensed engineer review all plans for structural integrity and verify that the home meets code for extraordinary wind or other natural stresses such as flooding, snowfall or substandard bearing soil. All structural members on the plans should be verified by the manufacturer and their licensed engineering staff. Is is also recommended that a licensed contractor be commissioned to construct the home. All door and window size are approximate rough openings. Specific manufacturer sizes vary and egress openings should be confirmed prior to construction. The home should be flashed and enclosed to meet local code. Sizes of material and products reflect accepted industry standards and in no way indicate a specific manufacturer. All building components to be installed and constructed to selected manufacturer specified installation techniques and in accordance with local building codes. Optional items may be shown on the home, within the landscaping/site plan or in the rendering for illustrative purpose only. Consult builder for standard or included features. c David Charlez Designs 2019. Do not replicate with out permission (952)428-8200. David Charlez Design retains rights to all plans and detail shown.3/12/2019 11:26:28AM00 TitleSDC - Gliniecki - CONGliniecki ResidenceSD Custom Homes750 Main StreetSuite #223Mendota Heights, MN 551182.20.2019SMLake Marion Parcel B199th StreetLakeville, MN 55044g l i n i e c k i r e s i d e n c e LAKE MARION - PARCEL B LAKEVILLE, MN Concept Approval ONLY Subject to Field Inspection Inspector Date 2015 MN Bldg Code 07/09/2019dmathews First Floor 997' - 8 3/4" Second Floor 1008' - 4 5/8" Roof 1016' - 5 3/4" Basement 988' - 0" T.O. Footing 987' - 8 1/2" Top of Foundation 993' - 8 1/2" First Floor Clg. 1006' - 9 7/8" Basement Clg. 996' - 2" Roof Peak 1029' - 3"Lower Level Window Height7' - 0"Upper Level Window Height7' - 0"Main Level Window Height8' - 0"6' - 0"2' - 5 1/2"1' - 6 3/4"9' - 1 1/8"1' - 6 3/4"8' - 1 1/8"5/4" x 8" TRIM A A A A A BB C D D5/4" x 10" FRIEZE BD.5/4" x 10" FRIEZE BD.5/4" x 1 0" F R I E Z E B D . 5/4" x 8" TRIM5/4" x 8" TRIM 5/4" x 6" FRIEZE BD.5/4" x 6" TRIM 2 1/4" STONE LINTEL 2 1/4" STONE CAP 2 1/4" STONE CAP 5/4" x 10" TRIM 0 00CUSTOM CORBEL 5/4" x 8" TRIM 24"x48" FX BEAM PER MFG SPEC. @ 17'-3" FROM T.O.F. 12' - 0" 10:12 SLOPEGarage Storage 1003' - 7 5/8" T.O.F. 993' - 8 1/2" 4/4" x 12" TRIM A B B B B B 5/4" x 6" TRIM 5/4" x 6" TRIM5/4" x 10" F R IE Z E B D .SPIRAL STAIRCASE LANDING 7 1/4"7 1/4"6"3 3/4"3 1/2"7 1/4"SIDE VIEW:FRONT VIEW: CUSTOM CORBEL 3 1/2"3 1/2"3 3/4" 2x6 WALL 2x6 TIMBERSTRAND STUDS Opening To Vary By Door Size Finish6 1/2"Framing5 1/2"1 1/2"Dr. Opng.2 1/2"Door to Vary by Plan 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 Sa Notes: Dimensions, details and conformation to all local codes are to be verified by owner and contractor prior to the start of construction. The designer of the home is not a licensed structural engineer or architect and will assume no responsibility for items including, but not limited to : construction technique, quality of material, workmanship, code adherence, safety, water proofing, insulation, radon, mold/mildew or other designs, specification or construction issues. It is recommended that a licensed engineer review all plans for structural integrity and verify that the home meets code for extraordinary wind or other natural stresses such as flooding, snowfall or substandard bearing soil. All structural members on the plans should be verified by the manufacturer and their licensed engineering staff. Is is also recommended that a licensed contractor be commissioned to construct the home. All door and window size are approximate rough openings. Specific manufacturer sizes vary and egress openings should be confirmed prior to construction. The home should be flashed and enclosed to meet local code. Sizes of material and products reflect accepted industry standards and in no way indicate a specific manufacturer. All building components to be installed and constructed to selected manufacturer specified installation techniques and in accordance with local building codes. Optional items may be shown on the home, within the landscaping/site plan or in the rendering for illustrative purpose only. Consult builder for standard or included features. c David Charlez Designs 2019. Do not replicate with out permission (952)428-8200. David Charlez Design retains rights to all plans and detail shown.3/12/2019 11:26:52AM01 Front & Rear ElevationsSDC - Gliniecki - CONGliniecki ResidenceSD Custom Homes750 Main StreetSuite #223Mendota Heights, MN 551182.20.2019SMLake Marion Parcel B199th StreetLakeville, MN 55044TYPICAL EXTERIOR MATERIALS SQ FT BREAKDOWN SEE FINAL PAGE FOR SQUARE FOOTAGE CALCULATIONS ASPHALT SHINGLES W/ NATURAL SHADOW ARCHITECTURAL GRADE 7" EXPOSURE HARDIESHAKE STRAIGHT PER ELEVATION 7" EXPOSURE HARDIELAP SIDING PER ELEVATION HARDIEPANEL SMOOTH PER ELEVATION STONE VENEER PER ELEVATION INSTALL KICK OUT FLASHING & TWO MEMBRANE TAR PAPER BACKING IN ALL STONE AREAS 5/4" x 6" HARDIE WINDOW & DOOR WRAPS PER ELEVATION 5/4" x 6" HARDIE CORNER BOARDS PER ELEVATION 1X3 ON 1X8 COMPOSITE FASCIA PER ELEVATION COMPOSITE VENTED SOFFITS PER ELEVATION HOUSE WRAP AND/OR TAR PAPER IN PROPER FORM ON ENTIRE EXTERIOR B C D A STONE ATTACHMENT 1. VERIFY COMPLIANCE WITH INSPECTOR WHEN PAPER IS COMPLETE IN ONE WINDOW AREA. 2. WEATHER RESISTIVE BARRIERS: INCLUDE 2 LAYERS OF GRADE D PAPER WITH WEATHER RESISITVE BARRIERS OVER WOOD BASED SHEATHING. 15 OR 15# IS NOT GRADE D PAPER. LAP VERTICAL JOINTS IN PAPER AT LEAST 2 INCHES. 3. EXTERIOR OPENINGS FLASHED: FLASH ALL EXTERIOR OPENINGS. THE NAILING FLANGE ON WINDOWS WILL NOT BE ACCEPTED FOR FLASHING UNLESS THE MANUFACTURERS INSULATION INSTRUCTIONS ARE PROVIDED ON SITE STATING THE FLANGE IS ACCEPTABLE AS FLASHING. 4. WINDOW FLANGES: INSTALL PAPER ON BOTTOM AND SIDES OF WINDOW BEFORE INSTALLING WINDOW. PAPER LOCATED ON TOP OF WINDOW SHALL GO OVER THE WINDOW FLASHING. INSTALL A SECOND LAYER OF PAPER OVER SIDE WINDOW FLANGES. 5. WINDOW OPENINGS: WATERPROOF WINDOW OPENINGS WITH CAULK, TAPE, OR LIKE MATERIAL. ALL OTHER OPENINGS MUST BE WATERPROOFED WITH CAULK, TAPE, OR LIKE MATERIAL. 6. PAPER ENTIRE WALL: BUILDING PAPER MUST BE INSTALLED ON ALL EXTERIOR WALLS INCLUDING WITHIN THE SOFFIT. INSTALL PAPER IN SHINGLE FASHION TO ENSURE PROPER WATER DRAINIAGE. 7. FLASHING: AT ALL WALL/ROOF INTERSECTIONS WHERE ROOF LINE DOES NOT EXTEND PAST WALL, KICKOUT FLASHING IS REQUIRED. ALL OTHER OPENINGS MUST BE FLASHED TO ENSURE PROPER WATERPROOFING. 8. WEEP SCREED: PROVIDE A CORROSION RESISTANT WEEP SCREED WITH A MINIMUM VERTICAL ATTACHMENT FLANGE OF 3-1/2" AT OR BELOW THE FOUNDATION PLATE. TO ENSURE TRAPPED WATER HAS PROPER DRAINAGE TO EXTERIOR, SCREED SHALL BE A TYPE THAT ALLOWS FOR DRAINAGE AND MUST BE PLACED A MINIMUM OF 4" ABOVE EARTH OR 2" ABOVE CONCRETE. PLACE WEEP SCREEDS JUST BELOW PLATE LINE. IF PAPER HAS BEEN INSTALLED ON FOUNDATION, EXTEND WEEP SCREED ONTO FOUNDATION. ALL STONE MUST NOT EXTEND BELOW, BUT MUST COVER, ALL LATH AND PAPER. DAVID CHARLEZ DESIGNS DOES NOT ACCEPT ANY RESPONSIBILITY FOR STONE INSTALLATION OR WATERPROOFING TECHNIQUES. REFER TO MANUFACTURER AND INSTALLERS FOR PREFERRED INSTALLATION METHODS WHICH WILL DIFFER FROM WHAT IS SHOWN. 1/4" = 1'-0"1 Front Elevation 1/4" = 1'-0"2 Rear Elevation 1 1/2" = 1'-0"4 Detail - Custom Corbel 1" = 1'-0"5 Detail- 2x6 Pocket Door Framing 3-1/2" X 7" LSL PLANK 3-1/2" X 7" LSL PLANK 7" X 11-7/8" CUSTOM 2-3 WEEK LEAD TIME 2PLY 1-3/4" X 7-1/4" LSL AT 16" O.C. 2PLY 1-3/4" X 7-1/4" LSL AT 16" O.C. 5/4" x 10" FRIEZE BD.5/4" x 8" TRIM 5/4" x 8" TRIM A A B B B B B A 5/4" x 8" TRIM 5/4" x 6" TRIM 5/4" x 6" TRIM 4/4" x 12" TRIM B5/4" x 10" FRIEZE BD.B STEPPED FOUNDATION VERIFY LOCATION WITH SURVEYING ENGINEER 5/4" x 10" FRIEZE BD.5/4" x 6" TRIM 2 1/4" STONE CAP A A A A B B B A D D D 2 1/4" STONE CAP 2 1/4" STONE CAP 5/4" x 8" TRIM5/4" x 8" TRIM 5 /4 " x 1 0 " F R IE Z E B D .RAILING FINISHED STONE BASE53"2 1/4" STONE CAP56"COLUMN BASE FRAMING48"COLUMN BASE FRAMING 24" FINISHED STONE BASE 29" 2 1/4" STONE CAP 32" COLUMN FINISHED 16" COLUMN FRAMING 13 1/2"FINISHED40"13 1/2"FRAMING10 1/2"13 1/2"COLUMN CONSTRUCTION: 2X10 TOP/BOTTOM COLLAR 3/4" COMPOSITE WRAP 1/2" TRD. PLYWOOD 2X4 FRAMED BOX 6X6 TRD. STRUCTURAL POST COLUMN BASE: 2-1/4" STONE CAP CULTURED STONE GROUT JOINTS 1/2" TRD. PLYWOOD 2X4 FRAMED BOX 6X6 TRD. STRUCTURAL POST COLUMN FOUNDATION: (SEE FOUNDATION PLAN FOR FULL DETAILS) 53"x29"x72" POURED CONC. PIER ON 60"x41"x8" CONC. FOOTING REBAR PER CODE BEAM PER MFG SPEC FLUSH BEAM PER MFG SPEC FLUSH 5 09 FRAMING 24" FINISHED 29"FRAMING30"FINISHED30"2 1/4" STONE CAP 2" STONE 2x6 EXTERIOR WALL WING WALL FOUNDATION: (SEE FOUNDATION PLAN FOR FULL DETAILS) 29"x30"x66" POURED CONC. PIER ON 60"x42"x8" CONC. FOOTING REBAR PER CODE WING WALL CONSTRUCTION: 2-1/4" STONE CAP CULTURED STONE GROUT JOINTS 1/2" TRD. PLYWOOD 2X4 FRAMED BOX 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 Sa Notes: Dimensions, details and conformation to all local codes are to be verified by owner and contractor prior to the start of construction. The designer of the home is not a licensed structural engineer or architect and will assume no responsibility for items including, but not limited to : construction technique, quality of material, workmanship, code adherence, safety, water proofing, insulation, radon, mold/mildew or other designs, specification or construction issues. It is recommended that a licensed engineer review all plans for structural integrity and verify that the home meets code for extraordinary wind or other natural stresses such as flooding, snowfall or substandard bearing soil. All structural members on the plans should be verified by the manufacturer and their licensed engineering staff. Is is also recommended that a licensed contractor be commissioned to construct the home. All door and window size are approximate rough openings. Specific manufacturer sizes vary and egress openings should be confirmed prior to construction. The home should be flashed and enclosed to meet local code. Sizes of material and products reflect accepted industry standards and in no way indicate a specific manufacturer. All building components to be installed and constructed to selected manufacturer specified installation techniques and in accordance with local building codes. Optional items may be shown on the home, within the landscaping/site plan or in the rendering for illustrative purpose only. Consult builder for standard or included features. c David Charlez Designs 2019. Do not replicate with out permission (952)428-8200. David Charlez Design retains rights to all plans and detail shown.3/12/2019 11:27:19AM02 Left & Right ElevationsSDC - Gliniecki - CONGliniecki ResidenceSD Custom Homes750 Main StreetSuite #223Mendota Heights, MN 551182.20.2019SMLake Marion Parcel B199th StreetLakeville, MN 55044 1/4" = 1'-0"1 Left Elevation 1/4" = 1'-0"2 Right Elevation 1" = 1'-0"3 Detail - Column Plan View 3/4" = 1'-0"4 Detail - Wing Walls TYPICAL EXTERIOR MATERIALS ASPHALT SHINGLES W/ NATURAL SHADOW ARCHITECTURAL GRADE 7" EXPOSURE HARDIESHAKE STRAIGHT PER ELEVATION 7" EXPOSURE HARDIELAP SIDING PER ELEVATION HARDIEPANEL SMOOTH PER ELEVATION STONE VENEER PER ELEVATION INSTALL KICK OUT FLASHING & TWO MEMBRANE TAR PAPER BACKING IN ALL STONE AREAS 5/4" x 6" HARDIE WINDOW & DOOR WRAPS PER ELEVATION 5/4" x 6" HARDIE CORNER BOARDS PER ELEVATION 1X3 ON 1X8 COMPOSITE FASCIA PER ELEVATION COMPOSITE VENTED SOFFITS PER ELEVATION HOUSE WRAP AND/OR TAR PAPER IN PROPER FORM ON ENTIRE EXTERIOR B C D A 6' - 10 1/2"7' - 0"9' - 3 1/4"9' - 8 3/4"7' - 6"7' - 6"6' - 0"3' - 11 1/2"3' - 0 1/2"13' - 10 1/2"19' - 0"15' - 0"13' - 0"60' - 10 1/2"6' - 0"7' - 0"3' - 0"3' - 0"8' - 0" 1' - 6"12' - 0"23' - 10"8' - 2"14' - 0"14' - 0"6' - 0"2' - 0" 37' - 4"44' - 2" 33' - 10 1/2"7' - 1 1/2"4' - 0"23' - 0"12' - 0"1' - 6" 2' - 6"4' - 0"6' - 10" 4' - 2"6' - 10"2' - 0"9' - 0"2' - 0"1' - 4 1/2"9' - 3" M.O.1' - 4 1/2"1' - 10 1/2"16' - 3" M.O.4' - 8 1/2" 36' - 6"45' - 0" 81' - 6"22' - 8 1/2"8' - 2"6' - 0"10' - 0"6' - 0"4' - 0"30' - 10 1/2"30' - 0"60' - 10 1/2"2' - 0"11' - 4 3/4"6' - 7"4' - 5 1/2"7' - 0 1/2"13' - 8 1/4" 5' - 5 1/4"5' - 8 1/4"11' - 3 3/4"20' - 8 3/4"13' - 7 3/4"9' - 5 1/2"9' - 5 1/2"5' - 6 1/2"5' - 9"4' - 0 1/4"23' - 5 1/4"3' - 9"1' - 10"4' - 1"5' - 0"5' - 9"3' - 10 1/2"5' - 5 1/2"7' - 8 1/4"13' - 4 3/4"1' - 6"2' - 1"4' - 5 1/2"14' - 8 3/4"3"3"3"3"SIMPSON METAL TIES:END JOISTS TO BEAM - LUC21OZPOST TO FOOTING - ABW66ZPOST TO BEAM - LPC6ZMIDDLE JOISTS - LUS21OZDECK RIM TO HOUSE - 3/8"x5-1/2"COATED LAG BOLTS & WASHERSINTERIOR BEARING WALLS:4X6 TREATED WOOD16"X8" FOOTING (TYPICAL)PORCH FND WALL:8'-4"x8" POURED CONCRETEFOUNDATION ON20"x8" CONCRETE FOOTINGREBAR PER CODETYPICAL SLAB CONSTRUCTION:4" CONCRETE SLAB OVER POLY/VAPOR BARRIER OVER SAND BED GRANULAR FILL36"x36"x12"CONC. PAD(TYPICAL)SPIRAL STAIR FOOTING:18" SONO TUBE @ 42"BELOW GRADEBATHTILEFAMILY ROOMCARPETGAME ROOMCARPETDECK COLUMNS:3/4" COMPOSITE WRAP12x12 TRD. POST ON18" SONO TUBE @ 42"BELOW GRADEDIMENSIONS ARE TO EDGE OF CONCRETE AND EDGE OF FRAMING FLOOR TRUSSES ARE CALLED OUT AT 19.2" O.C. FLOOR SYSTEM DESIGNER VERIFY SPACING AND ADJUST AS ALLOWED BY SPANS CEILING HEIGHT @ 8'-2" UNLESS NOTED SET WINDOW HDRS @ 84" FROM CONCRETE FLOOR UNLESS NOTED NOTE:- UNEXCAVATED -- UNEX -GARAGE FND WALL:3'-6"x8" POURED CONCRETEFOUNDATION ON20"x8" CONCRETE FOOTINGREBAR PER CODEMAIN FND WALL:6'-0"x8" POURED CONC.FOUNDATION ON20"X8" CONCRETE FOOTINGREBAR PER CODEINTERIOR THERMAL WALL:(UNEXPOSED WALLS ONLY)1" AIRSPACE2x4 STUDS @ 16" O.C.2x4 TRD. PLATE1/2" GYP BD.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 FLASHINGWALK OUT WALL:2X6 STUDS @ 16" O.C.3'-6"x10" POURED CONCRETEFOUNDATION ON20"x8" CONCRETE FOOTINGREBAR PER CODEPROVIDE 3 1/2"x5 1/2"POUR ON TOP OF 10" WALLUNDER 2X6 WALL2x10 JOISTS @ 16" O.C.36"x36"x12"CONC. PAD(TYPICAL)NOTE:SOLID BLOCK ALL JOIST SPACESFIRE CAULK ALL PENETRATIONS IN SOLID BLOCK18" FLOOR TRUSSES @ 19.2" O.C. 18" FLOOR TRUSSES @ 19.2" O.C. 18" FLOOR TRUSSES @ 19.2" O.C. 18" FLOOR TRUSSES @ 19.2" O.C.MECHANICALROOMCONCRETEOSB WALLSFDWHFURNWSSUMP w/SEALEDCOVERR&SSMOKEDET.30"x80"DOORBEAM PER MFG SPECSD/COGUEST BEDROOMCARPET36"x80" C.O.30"x80"DOORFAN42" VANITY36"x60"FBRGLSSHOWER21" LIN. CAB.BENCH & HOOKS36" REFRIGCHANGING RMTILESTORAGECONCRETEUNFINISHED36"x80"DOOR36"x80"DOOR2)30"x80"DBL DR30"x80" DOOR 96"x80" C.O.BEAM PER MFG SPEC DROPPED3' - 0"3' - 0"STAIRSWOOD2X6 BEARING WALL2X6 BEARING WALL2X6 BEARING WALL2" SLAB LEDGE2" SLAB LEDGE 2" SLAB LEDGE2" SLAB LEDGE 2" LEDGE2" LEDGE 2" SLAB LEDGELINE OF DECK ABOVE 2X6 WALL2X6 WALL2X6 WALL2X6 BRG WALL W.O.W.O.W.O.W.O.W.O.W.O.W.O.SOLID BEARING TYPICAL8"8"8"8"8"8"8"8"8"8"8"8"8"8"8"8"8"4063065061063071072062072084073084098"8"- UNEX -6' - 2"2' - 0"TUBBEAMS PER MFG SPEC FLUSHBEAMS PER MFG SPEC FLUSH BEAMS PER MFG SPEC FLUSH BEAMS PER MFG SPEC FLUSHUTILITY SNKSTEPPED FOUNDATION VERIFY LOCATION WITH SURVEYING ENGINEER 11' - 0"BEAMS PER MFG SPEC FLUSHOPEN TO ABOVE EXPOSED TREADS & RISERS 2)TW3056BEAM PER MFG SPEC.2)TW3056BEAM PER MFG SPEC.2)TW30510BEAM PER MFG SPEC.FWG60611LBEAM PER MFG SPEC.FWH31611ARBEAM PER MFG SPEC.36"x80" ST'L DR.BEAM PER MFG SPEC.2" RIGID INSULATION LAP SIDING 1/2" SHEATHING 2X8 CANTILEVERED SILL PLATE 1/2" ANCHOR BOLT BUILDING PAPER 1 1/2" FOUNDATION WALL PULLED INTO HOUSE 1-1/2" 2X8 CANTILEVERED SILL PLATE NOTE:ALL APPLICABLE AREAS ON THIS PLAN TO BE BUILT ACCORDING TO THIS DETAIL. FOR AREAS THAT DO NOT APPLY TO THIS DETAIL, REFERENCE ANOTHER DETAIL PROVIDED ON PLANS OR CONSULT WITH GENERAL CONTRACTOR FOR PERFERRED CONSTRUCTION METHODS. ALL DETAILS TO BE VERIFED AND CONFIRMED WITH GENERAL CONTRACTOR. FLOOR TRUSSES PER PLAN METAL FLASHING NOTE: FOUNDATION WALL SIZE MAY VARY PER PROJECT. SEE FOUNDATION PLAN 2X6 SOLE PLATE INSULATION PER CODE 2X6 STUDS @ 16" O.C. 1/2" GYP. BRD. DRAWINGS HAVE NOT BEEN DRAWN OR APPROVED BY A STRUCURAL ENGINEER. SUBJECT TO CHANGE. ALL ITEMS SHOWN MUST BE VERIFIED WITH STRUCTURAL ENGINEER FOR SAFETY AND CODE COMPLIANCE BEFORE, DURING, AND AFTER CONSTRUCTION. DAVID CHARLEZ DESIGNS DOES NOT ACCEPT ANY RESPONSIBILITY FOR ANY STRUCTURAL MEMBERS NOT PROPERLY ENGINEERED AS REQUIRED FOR STRUCTURE. NOTE: 5 1/2"4 1/2" 10"3 1/2"2" INSULATION2" INSULATION @ 45 DEGREE ANGLE 4" SAND 10" WALKOUT WALL NOTE:ALL APPLICABLE AREAS ON THIS PLAN TO BE BUILT ACCORDING TO THIS DETAIL. FOR AREAS THAT DO NOT APPLY TO THIS DETAIL, REFERENCE ANOTHER DETAIL PROVIDED ON PLANS OR CONSULT WITH GENERAL CONTRACTOR FOR PERFERRED CONSTRUCTION METHODS. ALL DETAILS TO BE VERIFED AND CONFIRMED WITH GENERAL CONTRACTOR. NOTE: LAP SIDING PER PLAN BUILDING PAPER 1/2" PLYWOOD 2X6 STUDS @ 16" O.C. INSULATION PER CODE METAL FLASHING 1/2" GYP. BRD. 1/2" ANCHOR BOLT 2X6 SILL PLATE DRAWINGS HAVE NOT BEEN DRAWN OR APPROVED BY A STRUCURAL ENGINEER. SUBJECT TO CHANGE. ALL ITEMS SHOWN MUST BE VERIFIED WITH STRUCTURAL ENGINEER FOR SAFETY AND CODE COMPLIANCE BEFORE, DURING, AND AFTER CONSTRUCTION. DAVID CHARLEZ DESIGNS DOES NOT ACCEPT ANY RESPONSIBILITY FOR ANY STRUCTURAL MEMBERS NOT PROPERLY ENGINEERED AS REQUIRED FOR STRUCTURE. NOTE: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 Sa Notes: Dimensions, details and conformation to all local codes are to be verified by owner and contractor prior to the start of construction. The designer of the home is not a licensed structural engineer or architect and will assume no responsibility for items including, but not limited to : construction technique, quality of material, workmanship, code adherence, safety, water proofing, insulation, radon, mold/mildew or other designs, specification or construction issues. It is recommended that a licensed engineer review all plans for structural integrity and verify that the home meets code for extraordinary wind or other natural stresses such as flooding, snowfall or substandard bearing soil. All structural members on the plans should be verified by the manufacturer and their licensed engineering staff. Is is also recommended that a licensed contractor be commissioned to construct the home. All door and window size are approximate rough openings. Specific manufacturer sizes vary and egress openings should be confirmed prior to construction. The home should be flashed and enclosed to meet local code. Sizes of material and products reflect accepted industry standards and in no way indicate a specific manufacturer. All building components to be installed and constructed to selected manufacturer specified installation techniques and in accordance with local building codes. Optional items may be shown on the home, within the landscaping/site plan or in the rendering for illustrative purpose only. Consult builder for standard or included features. c David Charlez Designs 2019. Do not replicate with out permission (952)428-8200. David Charlez Design retains rights to all plans and detail shown.3/12/2019 11:27:30AM03 Lower LevelSDC - Gliniecki - CONGliniecki ResidenceSD Custom Homes750 Main StreetSuite #223Mendota Heights, MN 551182.20.2019SMLake Marion Parcel B199th StreetLakeville, MN 55044NOTE: ANDERSEN WINDOWS (400 SERIES) ARE CALLED OUT BY WINDOW FRAME SIZE IN FEET. 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.) ATTENTION: 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: 1" = 1'-0"2 Floor Detail - 2x8 Sill Plate 1" = 1'-0"3 Floor Detail - 10" Walkout Wall 2PLY 11-7/8" 2PLY 11-7/8" 3PLY 9-1/2" LVL 2PLY 9-1/2" LVL UFER Ground -Provide 20' Rebar in footing and stub up near electrical service panel. (2)2x10 #1 SYP (2)2x10#1 SYP(2)2x10#1 SYP 14' - 0"19' - 0"15' - 0"13' - 0"2' - 0"6' - 0"14' - 0"14' - 0"8' - 0"24' - 0"12' - 0"1' - 6"12' - 0"11' - 0"8' - 0"22' - 0"4' - 0"4' - 0"34' - 0"11' - 0"23' - 0"12' - 0"1' - 6"6' - 0"10' - 0"6' - 0"7' - 0"7' - 0"9' - 3 1/4"9' - 8 3/4"7' - 6"7' - 6"6' - 3 1/4"6' - 8 3/4"62' - 0"3' - 0"3' - 0"3' - 0"11' - 0"7' - 0"7' - 0"5' - 5"2' - 7" 44' - 0"37' - 6"MICROU.C. OVEN4' - 7"2' - 11"13' - 1 1/2"13' - 4 1/2"5' - 0"8' - 0"8' - 0"2' - 0"1' - 6"4' - 6"4' - 6"1' - 6" 81' - 6"6' - 0"6' - 0"6' - 6"4' - 6"5' - 2 3/4"2' - 9 1/4"5' - 0"5' - 0"61' - 0"2' - 0"7' - 0"4' - 0"STONE BASE2' - 0"20' - 8 3/4"6' - 6"4' - 9 1/4" 16' - 8 1/4"3' - 6 1/2"2' - 5 1/2"3' - 10 1/2"7' - 5 1/4"9' - 7 3/4"4' - 1 1/2"2' - 1"7' - 0 3/4"6' - 9 1/2"2' - 7"8' - 2 1/2"6' - 5 1/2"4' - 5 1/2"4' - 6"14' - 2 3/4"4' - 7"4' - 5 1/2"4' - 6"2' - 6 1/2"7' - 8 1/4"2' - 0"4' - 5 1/2"2' - 0"8' - 3 3/4" 66"51"57 1/4"11"57 1/4"14 1/2"2' - 1 1/2"7' - 1 1/4"6' - 9 1/2"6' - 9 1/2"3"3"3"3"3"3"3"3"3"3"3"3"RAILINGSTAIRSWOODOPEN TO BELOWRAILING EXPOSED TREADS & RISERSGARAGE WALLS:INSULATE WALLS5/8" TYPE X GP. BD. ON ALL INTERIOR GARAGE WALLSFLOOR TRUSSES ARE CALLED OUT AT 19.2" O.C. FLOOR SYSTEM DESIGNER VERIFY SPACING AND ADJUST AS ALLOWED BY SPANS CEILING HEIGHT @ 9'-1 1/8" UNLESS NOTED SET WINDOW HDRS @ 96" FROM MAIN LEVEL UNLESS NOTED NOTE:CONCRETEINSULATE WALLS& CEILINGDECKCOMPOSITEDECKINGTYPICAL SLAB CONSTRUCTION:4" CONCRETE SLAB PITCHED TOWARDS OVERHEAD DOOR SAND BED GRANULAR FILLGARAGECOLUMN CONSTRUCTION:16x16 BOX COLUMN w/6x6 POST w/COMPOSITE WRAP36"x80" FIRE DR20 MIN RATEDBEAM PER MFG SPEC9'-0" x 8'-0" DOOR BEAM PER MFG SPEC UPDN16'-0" x 8'-0" DOOR BEAM PER MFG SPEC FRONTPORCHCONCRETEPINE T&G CLG.UPR&S HVAC CHASE2)30"x96"DOOR32"x96" PKT DR 36"x96" DOORBENCH & HOOKSWSHR w/FLOORDRAINDRYERUPPERSL'DRYTILESNKFANMUD ROOMTILEBATHWOODFAN48" VANITY30"x96" DOOR 36"x96"C.O.30"x96"DOORSHELVES36" REFRIG 30" RANGE HOOD VENT DWSNKfoyerWOOD42"x96" ENTRY DR.BEAM PER MFG SPEC2)30"x96"DOORDESKpantryWOODkitchenWOODISLANDWOODDININGBUFFET CABINET 54"x96" OP'NG 11'-0"x8'-0" C.O.GREAT ROOMWOODGAS FIREPLACE PER MFG. SPECS. BUILT IN'S HEARTH BUILT IN'S 36"x96" C.O.OWNER'S SUITECARPETVAULTED CLG.90" VANITY 42" x 90" CUSTOMSHOWERowner's bathTILEBENCH24" LIN. CAB.FANFAN30"x96"C.O.36"x96" DOOR 24"x80"GLS DR36"x96"DOOR36"x96"DOORR&SSMOKEDET.SD/COSD/COLINE OF VAULTED CLG APEXW.I.C.CARPET18" FLOOR TRUSSES @ 19.2" O.C. 18" FLOOR TRUSSES @ 19.2" O.C.18" FLOOR TRUSSES @ 19.2" O.C.24" FLOOR TRUSSES @ 19.2" O.C.2X6 BRG WALL2X6 PLBG WALL2X6 PLBG WALL2x6 WALL2x6 WALL2x6 WALL2x6 WALL2x6 WALLBEAM PER MFG. SPEC FLUSHBEAM PER MFG. SPEC DROPPED BEAM PER MFG. SPEC FLUSHBEAM PER MFG. SPEC FLUSHBEAM PER MFG. SPEC FLUSH FLOOR TRUSS PER MFG. SPEC FLUSHBEAM PER MFG. SPEC FLUSHBEAM PER MFG. SPEC FLUSHBEAM PER MFG. SPEC FLUSH 18" FLOOR TRUSSES @ 19.2" O.C.2X6 BEARING WALL2x8 JOIST FOR STAIRCASE LANDING16"16"406306506106307107206207208407023024LINE OF CLG HGT CHANGE24' - 0"30840924" LIN. CAB.R&S48"x96" OP'NG w/ 2)25"x98" BARN DR.BEAM PER MFG SPEC DROPPED48" BENCH FURNITURE PIECE96"42"42"54"48" ROOF TRUSSES @ 24" O.C.ROOF TRUSSES @ 24" O.C.ATTIC ROOF TRUSSES @ 24" O.C.ATTIC STORAGE ACCESSLINE OF ATTIC STORAGE PKT. OFFICEWOODBEAM PER MFG. SPEC FLUSHBEAM PER MFG. SPEC FLUSHUP7 RISERSALLOW FOR HVACALLOW FOR HVACALLOW FOR HVAC6"STONE BASE 3"3"2)TW30510BEAM PER MFG SPEC.3)TWT2827 BEAM PER MFG SPEC.DHP510510BEAM PER MFG SPEC.2)TW30510BEAM PER MFG SPEC.DHP510510BEAM PER MFG SPEC.TW3046 BEAM PER MFG SPEC.3)TW3046BEAM PER MFG SPEC.2)TW30510 BEAM PER MFG SPEC. DHP410510 BEAM PER MFG SPEC.FWG9080 OXOBEAM PER MFG SPEC.TW3046 BEAM PER MFG SPEC.2)TW28510BEAM PER MFG SPEC.2)TW28510BEAM PER MFG SPEC.3)TWT2827BEAM PER MFG SPEC.TWT2827 BEAM PER MFG SPEC. 3" MIN. ABS OR PVC OR EQUIVALENT GAS TIGHT PIPE SEAL ALL JOINTS BETWEEN SLAB AND FOUNDATION WALL 4" PERFORATED DRAIN TILE W/FILTER FABRIC 8"X16" ROCK TRENCH SEALED SUMP BASKET MIN 6 MIL OR 3 MIL CROSS LAMINATED POLY SHALL BE LAPPED 12" AND PLACED BELOW THE SLAB AND ON TOP OF 4" MIN. SAND GAS PERMEABLE LAYER INSTALL LABEL READING (RADON REDUCTION SYSTEM) ON THE VENT PIPE AT EACH FLOOR AND IN ACCESSIBLE ATTICS ALL CONTROL JOINTS, ISOLATION JOINTS CONSTRUCTION JOINTS AND ANY OTHER JOINTS IN CONCRETE SLABS SHALL BE SEALED WITH CAULK OR SEALANT SEAL ALL FLOOR OPENINGS ALL PIPE JOINTS AND FITTINGS TO BE GLUED OR TRANSITION COUPLINGS PROVIDE SPACE FOR FUTURE INSTALLATION OF A FAN *MIN. 24' DIAMETER CENTERED ON THE AXIS OR THE VENT STACK *MIN. VERTICAL DISTANCE 36" INSTALL LIVE OUTLET IN ATTIC WHERE FUTURE FAN MAY BE INSTALLED R-4 MIN. INSULATION AROUND PIPE IN UNCONDITIONED SPACES 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 Sa Notes: Dimensions, details and conformation to all local codes are to be verified by owner and contractor prior to the start of construction. The designer of the home is not a licensed structural engineer or architect and will assume no responsibility for items including, but not limited to : construction technique, quality of material, workmanship, code adherence, safety, water proofing, insulation, radon, mold/mildew or other designs, specification or construction issues. It is recommended that a licensed engineer review all plans for structural integrity and verify that the home meets code for extraordinary wind or other natural stresses such as flooding, snowfall or substandard bearing soil. All structural members on the plans should be verified by the manufacturer and their licensed engineering staff. Is is also recommended that a licensed contractor be commissioned to construct the home. All door and window size are approximate rough openings. Specific manufacturer sizes vary and egress openings should be confirmed prior to construction. The home should be flashed and enclosed to meet local code. Sizes of material and products reflect accepted industry standards and in no way indicate a specific manufacturer. All building components to be installed and constructed to selected manufacturer specified installation techniques and in accordance with local building codes. Optional items may be shown on the home, within the landscaping/site plan or in the rendering for illustrative purpose only. Consult builder for standard or included features. c David Charlez Designs 2019. Do not replicate with out permission (952)428-8200. David Charlez Design retains rights to all plans and detail shown.3/12/2019 11:27:32AM04 Main LevelSDC - Gliniecki - CONGliniecki ResidenceSD Custom Homes750 Main StreetSuite #223Mendota Heights, MN 551182.20.2019SMLake Marion Parcel B199th StreetLakeville, MN 55044NOTE: ANDERSEN WINDOWS (400 SERIES) ARE CALLED OUT BY WINDOW FRAME SIZE IN FEET. 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.) ATTENTION: 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: 1/4" = 1'-0"2 Detail -Passive Radon System ALL HEADERS ARE 2X BY OTHERS UNLESS NOTED OTHERWISE 3PLY 2X10 OR 2PLY 9-1/2" LVL 3PLY 2X10 OR 2PLY 9-1/2" LVL 2PLY 9-1/2" LVL 2PLY 11-7/8" LVL 2PLY 9-1/2" LVL 3PLY 14" LVL 2PLY 14" LVL 2PLY 14" LVL 2PLY 14" LVL 3PLY 14" LVL 2PLY 14" LVL 2PLY 14" LVL THIS CANT HAPPEN DUE TO STEP DOWN. A SUPPORT POST WILL BE NEEDED AT RAIL HEAD OF ARROW 2PLY 14" LVL 3PLY 14" LVL 2PLY 9-1/2" LVL 3PLY 20" LVL 2PLY 9-1/2" LVL 3PLY 18" LVL 2PLY 11-7/8" LVL SEE ELEVATION 1-3/4" X 5-1/2" LSL AT 12" O.C. 2PLY 9-1/2" LVL 2PLY 9-1/2" LVL 2PLY 9-1/2" LVL 5-1/2" X 7" GLU- LAM 5-1/2" X 5-1/2" GLU-LAM 5-1/2" X 5-1/2" GLU-LAM Roof Trusses per roof plan Roof Trusses per roof plan CS-PF CS-PF CS-PF CS-PF CS-PF CS-PF CS-PF CS-PF 23' - 0"10' - 5 1/2"9' - 0 1/2"5' - 6"48' - 0"6' - 0"14' - 5 1/2"7' - 0"13' - 6 1/2"19' - 5 1/2"15' - 0"48' - 0"11' - 0"14' - 0"18' - 0" 43' - 0"9' - 8 3/4"9' - 8 3/4"7' - 6"7' - 6"2' - 5 1/2"12' - 0"6' - 0"17' - 0"5' - 2 3/4"5' - 2 3/4"11' - 10"2' - 2" 4' - 3 1/4"5' - 9 1/2"3' - 11 1/4" 4' - 3"5' - 6"15' - 5 3/4"2' - 6 1/2"7' - 8 1/2"6' - 3 3/4" 2' - 5 1/2"5' - 4 1/2"5' - 9 1/2"13' - 10 1/4"5' - 1"4' - 8"5' - 4 1/4"4' - 6"5' - 2 1/4"4' - 10 1/2"3' - 6 1/2"6' - 2"14' - 8 1/4"57 1/4"11"57 1/4"48 1/2"66"51"54"17 1/2"54"2X6 WALLBEDROOM #4CARPETBEDROOM #3CARPETBEDROOM #2CARPETSMOKEDET.SMOKEDET.SMOKEDET.SD/COSD/COSTAIRSWOOD11' CLG.LOFT WOOD 30"x80"DOOR30"x80" DOOR 2)24"x80"DOOR30"x80"DOOR28"x80"DOORR&S28"x80"DOORR&S30"x80"DOOROPEN TO BELOWW.I.C.CARPETW.I.C.CARPETBATHTILEJ&J BATHTILE36"x60"FBRGLSSHOWERFAN30"x60" FBRGLS TUB/SHWR 59" VANITY42" VANITYROOF TRUSSES ARE CALLED OUT AT 24" O.C. ROOF SYSTEM DESIGNER VERIFY SPACING AND ADJUST AS ALLOWED BY SPANS CEILING HEIGHT @ 8'-1 1/8" UNLESS NOTED SET WINDOW HDRS @ 84" FROM UPPER LEVEL NOTE:2X6 PLMBG WALLRAILINGRAILINGATTICACCESSROOF TRUSSES @ 24" O.C.ROOF TRUSSES @ 24" O.C.ROOF TRUSSES @ 24" O.C.ROOF TRUSSES @ 24" O.C.3"3"3"3"3"EXPOSED TREADS & RISERS14 1/2"DN106307206207208407308409OPTIONAL DESKRECTANGLE STEEL TUBE STRINGERS, WOOD WRAPPED28"x80"DOORR&S28"x80" DOOR W.I.C.CARPET28"x80"DOOR24"x80" DOORLINEN LINE OF CLG HGT CHANGEFANRAILING2)TW3052BEAM PER MFG SPEC.2)TW3052BEAM PER MFG SPEC.TWT2827 BEAM PER MFG SPEC. TWT2827 BEAM PER MFG SPEC.3)TW2852BEAM PER MFG SPEC.2)TWT281112)TW2852BEAM PER MFG SPEC.DRAWN BYDESCRIPTIONPROJECT #PROJECTISSUERE-ISSUEBUILDER18476 KENRICK AVE SUITE 202LAKEVILLE, MN 55044TEL: 952.428.8200EM: Dave@DavidCharlezDesigns.comD A V I D C H A R L E Z D E S I G N Sa Notes: Dimensions, details and conformation to all local codes are to be verified by owner and contractor prior to the start of construction. The designer of the home is not a licensed structural engineer or architect and will assume no responsibility for items including, but not limited to : construction technique, quality of material, workmanship, code adherence, safety, water proofing, insulation, radon, mold/mildew or other designs, specification or construction issues. It is recommended that a licensed engineer review all plans for structural integrity and verify that the home meets code for extraordinary wind or other natural stresses such as flooding, snowfall or substandard bearing soil. All structural members on the plans should be verified by the manufacturer and their licensed engineering staff. Is is also recommended that a licensed contractor be commissioned to construct the home. All door and window size are approximate rough openings. Specific manufacturer sizes vary and egress openings should be confirmed prior to construction. The home should be flashed and enclosed to meet local code. Sizes of material and products reflect accepted industry standards and in no way indicate a specific manufacturer. All building components to be installed and constructed to selected manufacturer specified installation techniques and in accordance with local building codes. Optional items may be shown on the home, within the landscaping/site plan or in the rendering for illustrative purpose only. Consult builder for standard or included features. c David Charlez Designs 2019. Do not replicate with out permission (952)428-8200. David Charlez Design retains rights to all plans and detail shown.3/12/2019 11:27:32AM05 Upper LevelSDC - Gliniecki - CONGliniecki ResidenceSD Custom Homes750 Main StreetSuite #223Mendota Heights, MN 551182.20.2019SMLake Marion Parcel B199th StreetLakeville, MN 55044NOTE: ANDERSEN WINDOWS (400 SERIES) ARE CALLED OUT BY WINDOW FRAME SIZE IN FEET. 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.) ATTENTION: 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: SEE ELEVATION 1-3/4" X 5-1/2" LSL AT 16" ON CENTER ALL HEADERS ARE 2X BY OTHERS UNLESS NOTED OTHERWISE 1-3/4" X 5-1/2" LSL AT 16" ON CENTER -Min. 15" clearance to anyobstruction from center of W.C., 24" in front(typ). First Floor 997' - 8 3/4" Second Floor 1008' - 4 5/8" Roof 1016' - 5 3/4" Basement 988' - 0" T.O. Footing 987' - 8 1/2" Top of Foundation 993' - 8 1/2" First Floor Clg. 1006' - 9 7/8" Basement Clg. 996' - 2" SLOPED CLG. VAULTED CLG. APEX 10" 12" 9' - 8 3/4"9' - 8 3/4" 30" 12" 13' - 6 1/2"3' - 6"8' - 2"9' - 1 1/8"8' - 1 1/8"6' - 0"29 1/2"9' - 1 1/8"13' - 9 7/16"24" 3/4" SUBFLOOR 18" FLOOR TRUSSES @ 19.2" O.C. ROOF TRUSSES PER MFG. SPEC. GRADE MUST BE MINIMUM OF 6" BELOW TOP OF FOUNDATION WALL B.O. FOOTING @ MIN. 42" BELOW GRADE TYPICAL SLAB CONSTRUCTION: 4" CONCRETE SLAB OVER POLY/VAPOR BARRIER OVER SAND BED GRANULAR FILL 3/4" SUBFLOOR 18" FLOOR TRUSSES @ 19.2" O.C. GIRDER TRUSS FLUSH PER MFG. SPEC. ROOF TRUSSES PER MFG. SPEC. FAMILY ROOM GAME ROOM GREAT ROOM OWNER'S SUITE BEDROOM #3W.I.C.E.H.7 3/4"First Floor 997' - 8 3/4" Second Floor 1008' - 4 5/8" Roof 1016' - 5 3/4" Basement 988' - 0" T.O. Footing 987' - 8 1/2" Top of Foundation 993' - 8 1/2" First Floor Clg. 1006' - 9 7/8" Roof Peak 1029' - 3" 24" 15' - 0"17' - 0"11' - 0" 14" 12" 7" 12" 24"7 1/4"8' - 7"6 1/8"9' - 2 1/4"BEAM PER MFG SPEC. FLUSH 7' - 5"5' - 6"3' - 6"3' - 6"8' - 4"8' - 2"9' - 1 1/8"8' - 1 1/8"E.H.15 15/16"14" 12" 24" BEAM FLUSH PER MFG. SPEC. ALLOW FOR HVAC 3/4" SUBFLOOR 18" FLOOR TRUSSES @ 19.2" O.C. ROOF TRUSSES PER MFG. SPEC. GRADE MUST BE MINIMUM OF 6" BELOW TOP OF FOUNDATION WALL B.O. FOOTING @ MIN. 42" BELOW GRADE TYPICAL SLAB CONSTRUCTION: 4" CONCRETE SLAB OVER POLY/VAPOR BARRIER OVER SAND BED GRANULAR FILL 3/4" SUBFLOOR 18" FLOOR TRUSSES @ 19.2" O.C.3' - 6"BEDROOM #3 BATHW.I.C. foyer GREAT ROOM GAME ROOM STORAGE ROOF TRUSSES PER MFG. SPEC. 12" First Floor 997' - 8 3/4" Top of Foundation 993' - 8 1/2" First Floor Clg. 1006' - 9 7/8" Basement Clg. 996' - 2" Grade 993' - 2 1/2" 48" 12' - 0"12' - 0"3' - 6"GRADE MUST BE MINIMUM OF 6" BELOW TOP OF FOUNDATION WALL B.O. FOOTING @ MIN. 42" BELOW GRADE TYPICAL SLAB CONSTRUCTION: 4" CONCRETE SLAB PITCHED TOWARDS OVERHEAD DOOR SAND BED GRANULAR FILL GARAGE WALLS: INSULATE WALLS 5/8" TYPE X GP. BD. ON ALL INTERIOR GARAGE WALLS GARAGE ATTIC ROOF TRUSSES PER MFG. SPEC. Garage Storage 1003' - 7 5/8"T.O.F. TO TOP PLATE9' - 1 1/8"E.H.47 3/16"8' - 1 1/8"6' - 0"12' - 0"6' - 0" 3/4" SUBFLOOR 2x10 BOTTOM CHORD ROOF TRUSSES @ 24" O.C. GARAGE STORAGEE.H.24 3/8"24" First Floor 997' - 8 3/4" Top of Foundation 993' - 8 1/2" First Floor Clg. 1006' - 9 7/8" Grade 993' - 2 1/2"T.O.F. TO TOP PLATE9' - 1 1/8"E.H.19 3/16"11' - 0"11' - 0" 24"24" 14" 12"3' - 6"ROOF TRUSSES PER MFG. SPEC. GRADE MUST BE MINIMUM OF 6" BELOW TOP OF FOUNDATION WALL B.O. FOOTING @ MIN. 42" BELOW GRADE TYPICAL SLAB CONSTRUCTION: 4" CONCRETE SLAB PITCHED TOWARDS OVERHEAD DOOR SAND BED GRANULAR FILL GARAGE WALLS: INSULATE WALLS 5/8" TYPE X GP. BD. ON ALL INTERIOR GARAGE WALLS GARAGE 24"x48" FX BEAM PER MFG SPEC.T.O.F. TO WDW R.O.17' - 3"First Floor 997' - 8 3/4" Second Floor 1008' - 4 5/8" Top of Foundation 993' - 8 1/2" First Floor Clg. 1006' - 9 7/8" Grade 993' - 2 1/2"T.O.F. TO TOP PLATE11' - 1 1/8"E.H.23 3/16"12' - 0"12' - 0" ROOF TRUSSES PER MFG. SPEC. GRADE MUST BE MINIMUM OF 6" BELOW TOP OF FOUNDATION WALL B.O. FOOTING @ MIN. 42" BELOW GRADE TYPICAL SLAB CONSTRUCTION: 4" CONCRETE SLAB PITCHED TOWARDS OVERHEAD DOOR SAND BED GRANULAR FILL GARAGE WALLS: INSULATE WALLS 5/8" TYPE X GP. BD. ON ALL INTERIOR GARAGE WALLS GARAGE T.O.F. TO FIRST FLOOR48 1/4"14" 12" TYPICAL STAIRCASE CONSTRUCTION: 6'-10" MINIMUM HEADROOM (3) 11- 7/8" STAIR STRINGER w/1-1/8" x 11-1/4" PARTICLE BOARD TREADS PROVIDE 34"-36" HGT HANDRAILS & GUARDS RAILS PER CODE TYPICAL STAIRCASE LANDING CONSTRUCTION: 2-2x8 HEADER 3/4" PLYWOOD BACKING 2x8 JOISTS @ 16" O.C. 3/4" PLYWOOD STEPPED FOUNDATION VERIFY LOCATION WITH SURVEYING ENGINEER 24"12"3' - 6"11"6 11/16"DRAWN BYDESCRIPTIONPROJECT #PROJECTISSUERE-ISSUEBUILDER18476 KENRICK AVE SUITE 202LAKEVILLE, MN 55044TEL: 952.428.8200EM: Dave@DavidCharlezDesigns.comD A V I D C H A R L E Z D E S I G N Sa Notes: Dimensions, details and conformation to all local codes are to be verified by owner and contractor prior to the start of construction. The designer of the home is not a licensed structural engineer or architect and will assume no responsibility for items including, but not limited to : construction technique, quality of material, workmanship, code adherence, safety, water proofing, insulation, radon, mold/mildew or other designs, specification or construction issues. It is recommended that a licensed engineer review all plans for structural integrity and verify that the home meets code for extraordinary wind or other natural stresses such as flooding, snowfall or substandard bearing soil. All structural members on the plans should be verified by the manufacturer and their licensed engineering staff. Is is also recommended that a licensed contractor be commissioned to construct the home. All door and window size are approximate rough openings. Specific manufacturer sizes vary and egress openings should be confirmed prior to construction. The home should be flashed and enclosed to meet local code. Sizes of material and products reflect accepted industry standards and in no way indicate a specific manufacturer. All building components to be installed and constructed to selected manufacturer specified installation techniques and in accordance with local building codes. Optional items may be shown on the home, within the landscaping/site plan or in the rendering for illustrative purpose only. Consult builder for standard or included features. c David Charlez Designs 2019. Do not replicate with out permission (952)428-8200. David Charlez Design retains rights to all plans and detail shown.3/12/2019 11:27:36AM06 Cross SectionsSDC - Gliniecki - CONGliniecki ResidenceSD Custom Homes750 Main StreetSuite #223Mendota Heights, MN 551182.20.2019SMLake Marion Parcel B199th StreetLakeville, MN 55044 1/4" = 1'-0"2 Cross Section - Bedroom #3 1/4" = 1'-0"1 Cross Section - Foyer/Great Rm 1/4" = 1'-0"3 Cross Section - Double Stall Garage 1/4" = 1'-0"4 Cross Section - Third Stall Garage 1/4" = 1'-0"5 Cross Section - Garage Staircase First Floor 997' - 8 3/4" Second Floor 1008' - 4 5/8" Roof 1016' - 5 3/4" Basement 988' - 0" T.O. Footing987' - 8 1/2" Top of Foundation 993' - 8 1/2" First Floor Clg. 1006' - 9 7/8" Basement Clg. 996' - 2" Roof Peak 1029' - 3" Garage Storage 1003' - 7 5/8" T.O.F. 993' - 8 1/2"3' - 6"8' - 2"9' - 1 1/8"8' - 1 1/8"E.H.25 11/16"6' - 0"29 1/2"9' - 1 1/8"T.O.F. TO TOP PLATE9' - 1 1/8"T.O.F. TO WDW R.O.90"4' - 0 1/4"7' - 0 7/8"24 1/4"E.H.15 13/16"T.O.F. TO TOP PLATE11' - 1 1/8"20 11/16" 9' - 0" 24" 24" 24" ROOF TRUSSES PER MFG. SPEC. GRADE MUST BE MINIMUM OF 6" BELOW TOP OF FOUNDATION WALL B.O. FOOTING @ MIN. 42" BELOW GRADE TYPICAL SLAB CONSTRUCTION: 4" CONCRETE SLAB OVER POLY/VAPOR BARRIER OVER SAND BED GRANULAR FILL 3/4" SUBFLOOR 18" FLOOR TRUSSES @ 19.2" O.C. ROOF TRUSSES PER MFG. SPEC.ROOF TRUSSES PER MFG. SPEC. 3/4" SUBFLOOR 18" FLOOR TRUSSES @ 19.2" O.C. GRADE MUST BE MINIMUM OF 6" BELOW TOP OF FOUNDATION WALL B.O. FOOTING @ MIN. 42" BELOW GRADE 14" 12" 14" 12" 10" 12" 14" 12" BATH MECHANICAL ROOM GUEST BEDROOM GARAGE MUD ROOM kitchen BEDROOM #4W.I.C. GARAGE WALLS: INSULATE WALLS 5/8" TYPE X GP. BD. ON ALL INTERIOR GARAGE WALLS ATTIC ROOF TRUSSES PER MFG. SPEC. 3/4" SUBFLOOR 2x10 BOTTOM CHORD ROOF TRUSSES @ 24" O.C. GARAGE STORAGE BEAM FLUSH PER MFG. SPEC. BEAM FLUSH PER MFG. SPEC. 24" 12' - 0" ROOF TRUSSES PER MFG. SPEC. 4' - 0" First Floor 997' - 8 3/4" Second Floor1008' - 4 5/8" Basement 988' - 0" T.O. Footing 987' - 8 1/2" Top of Foundation 993' - 8 1/2" First Floor Clg. 1006' - 9 7/8"8' - 2"9' - 1 1/8"E.H.29 9/16"24" 8' - 0"7' - 0"7' - 0" 12"3' - 6"42"6' - 0"29 1/2"3/4" SUBFLOOR 18" FLOOR TRUSSES @ 19.2" O.C. ROOF TRUSSES PER MFG. SPEC. GRADE MUST BE MINIMUM OF 6" BELOW TOP OF FOUNDATION WALL B.O. FOOTING @ MIN. 42" BELOW GRADE TYPICAL SLAB CONSTRUCTION: 4" CONCRETE SLAB OVER POLY/VAPOR BARRIER OVER SAND BED GRANULAR FILL DECK ROOF TRUSSES PER MFG. SPEC. DECK COLUMNS: 3/4" COMPOSITE WRAP 12x12 TRD. POST ON 18" SONO TUBE @ 42" BELOW GRADEMECH. ROOM CHANGING ROOM GARAGE L'DRY DINING T.O.F. TO TOP PLATE11' - 1 1/8"24 1/4"T.O.F. TO TOP PLATE9' - 1 1/8"24"14" 12" 2x10 JOISTS @ 16" O.C. 4' - 0" First Floor 997' - 8 3/4" Second Floor1008' - 4 5/8" Roof 1016' - 5 3/4" Basement 988' - 0" T.O. Footing 987' - 8 1/2" Top of Foundation 993' - 8 1/2" First Floor Clg. 1006' - 9 7/8" Basement Clg. 996' - 2" 24" 24" 24" 17' - 0"17' - 0" 14" 12" 7" 12" 14" 12"8' - 2"9' - 1 1/8"8' - 1 1/8"E.H.15 15/16"8' - 2"9' - 1 1/8"E.H.29 9/16"CLG APEX13' - 9 7/16"8" 12"3' - 6"6' - 0"BEAM FLUSH PER MFG. SPEC. 3/4" SUBFLOOR 18" FLOOR TRUSSES @ 19.2" O.C. ROOF TRUSSES PER MFG. SPEC. GRADE MUST BE MINIMUM OF 6" BELOW TOP OF FOUNDATION WALL B.O. FOOTING @ MIN. 42" BELOW GRADE TYPICAL SLAB CONSTRUCTION: 4" CONCRETE SLAB OVER POLY/VAPOR BARRIER OVER SAND BED GRANULAR FILL 3/4" SUBFLOOR 18" FLOOR TRUSSES @ 19.2" O.C. ROOF TRUSSES PER MFG. SPEC. BEDROOM #2 OWNER'S SUITE owner's bath W.I.C. FAMILY ROOM STORAGE First Floor 997' - 8 3/4" Second Floor1008' - 4 5/8" Roof 1016' - 5 3/4" Basement 988' - 0" T.O. Footing 987' - 8 1/2" First Floor Clg. 1006' - 9 7/8" Basement Clg. 996' - 2"8' - 1 1/8"9' - 1 1/8"8' - 2"36"11' - 1 1/8"17 RISERS10' - 7 7/8"16 RISERS9' - 8 3/4"3/4" SUBFLOOR 18" FLOOR TRUSSES @ 19.2" O.C. ROOF TRUSSES PER MFG. SPEC. TYPICAL SLAB CONSTRUCTION: 4" CONCRETE SLAB OVER POLY/VAPOR BARRIER OVER SAND BED GRANULAR FILL STAIRCASE BEAM FLUSH PER MFG. SPEC. BEAM FLUSH PER MFG. SPEC.5/4" 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. 2" 2" x 2" TRIM BD.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 Sa Notes: Dimensions, details and conformation to all local codes are to be verified by owner and contractor prior to the start of construction. The designer of the home is not a licensed structural engineer or architect and will assume no responsibility for items including, but not limited to : construction technique, quality of material, workmanship, code adherence, safety, water proofing, insulation, radon, mold/mildew or other designs, specification or construction issues. It is recommended that a licensed engineer review all plans for structural integrity and verify that the home meets code for extraordinary wind or other natural stresses such as flooding, snowfall or substandard bearing soil. All structural members on the plans should be verified by the manufacturer and their licensed engineering staff. Is is also recommended that a licensed contractor be commissioned to construct the home. All door and window size are approximate rough openings. Specific manufacturer sizes vary and egress openings should be confirmed prior to construction. The home should be flashed and enclosed to meet local code. Sizes of material and products reflect accepted industry standards and in no way indicate a specific manufacturer. All building components to be installed and constructed to selected manufacturer specified installation techniques and in accordance with local building codes. Optional items may be shown on the home, within the landscaping/site plan or in the rendering for illustrative purpose only. Consult builder for standard or included features. c David Charlez Designs 2019. Do not replicate with out permission (952)428-8200. David Charlez Design retains rights to all plans and detail shown.3/12/2019 11:27:38AM07 Cross SectionsSDC - Gliniecki - CONGliniecki ResidenceSD Custom Homes750 Main StreetSuite #223Mendota Heights, MN 551182.20.2019SMLake Marion Parcel B199th StreetLakeville, MN 55044 1/4" = 1'-0"2 Cross Section - Garage/Kitchen 1/4" = 1'-0"1 Cross Section - Laundry/Dining 1/4" = 1'-0"3 Cross Section - Owner's Suite 1/4" = 1'-0"4 Cross Section - Staircase Box Vault 1" = 1'-0"5 Stool & Apron Trim Detail First Floor 997' - 8 3/4" Second Floor 1008' - 4 5/8" Roof 1016' - 5 3/4" Basement 988' - 0" T.O. Footing 987' - 8 1/2" Top of Foundation 993' - 8 1/2" First Floor Clg. 1006' - 9 7/8" Basement Clg. 996' - 2" Roof Peak 1029' - 3" 38 1/2" 23' - 6 1/2"5' - 2 3/4"5' - 2 3/4"10' - 6 3/4" 18"3' - 6"8' - 2"9' - 1 1/8"E.H.11"8' - 4"23' - 5 1/4"9' - 2 1/4"12' - 7 7/8"E.H.42 1/2"14" 12"14" 12" 6" 12" 3/4" SUBFLOOR 18" FLOOR TRUSSES @ 19.2" O.C. ROOF TRUSSES PER MFG. SPEC. GRADE MUST BE MINIMUM OF 6" BELOW TOP OF FOUNDATION WALL B.O. FOOTING @ MIN. 42" BELOW GRADE TYPICAL SLAB CONSTRUCTION: 4" CONCRETE SLAB OVER POLY/VAPOR BARRIER OVER SAND BED GRANULAR FILL ROOF TRUSSES PER MFG. SPEC. ROOF TRUSSES PER MFG. SPEC. MECHANICAL ROOM FRONT PORCH L'DRYMUD ROOM STAIRS FRAME DOWN CLG. TO COULMN HGT.E.H.41 3/8"11 1/4"BEAM FLUSH PER MFG. SPEC. First Floor 997' - 8 3/4" Second Floor 1008' - 4 5/8" Roof 1016' - 5 3/4" Basement 988' - 0" T.O. Footing 987' - 8 1/2" Top of Foundation 993' - 8 1/2" First Floor Clg. 1006' - 9 7/8" Basement Clg. 996' - 2" Roof Peak 1029' - 3"3' - 6"8' - 2"9' - 1 1/8"8' - 1 1/8"12" 24" 24" 24" 28' - 0"15' - 0"17 RISERS10' - 7 7/8"16 RISERS9' - 8 3/4"36"51 1/16"14 5/8"51 1/16"52 5/8"15 1/16"52 5/8"7 1/2"11' - 0" GAP 14 1/2"25' - 9 1/4"6' - 0"1' - 10 1/8"11' - 10 7/8"12' - 0 1/4"14" 12" 15' - 0 1/2" 11"7 5/16"11"7 1/2"8" BUILD-OUTGAME ROOM STAIRCASE GREAT ROOM PKT. OFFICE BEDROOM #3LOFT ROOF TRUSSES PER MFG. SPEC. GRADE MUST BE MINIMUM OF 6" BELOW TOP OF FOUNDATION WALL B.O. FOOTING @ MIN. 42" BELOW GRADE TYPICAL SLAB CONSTRUCTION: 4" CONCRETE SLAB OVER POLY/VAPOR BARRIER OVER SAND BED GRANULAR FILL 3/4" SUBFLOOR 18" FLOOR TRUSSES @ 19.2" O.C. BEAM DROPPED PER MFG. SPEC. BEAM FLUSH PER MFG. SPEC. BEAM FLUSH PER MFG. SPEC. EXPOSED TREADS & RISERS TYPICAL STAIRCASE CONSTRUCTION: 6'-10" MINIMUM HEADROOM (4) 11- 7/8" STAIR STRINGER w/1-1/8" x 11-1/4" PARTICLE BOARD TREADS PROVIDE 34"-36" HGT HANDRAILS & GUARDS RAILS PER CODE TYPICAL STAIRCASE LANDING CONSTRUCTION: 2-2x8 HEADER 3/4" PLYWOOD BACKING 2x8 JOISTS @ 16" O.C. 3/4" PLYWOOD 3/4" SUBFLOOR 18" FLOOR TRUSSES @ 19.2" O.C. RECTANGLE STEEL TUBE STRINGER SUPPORT WOOD WRAPPED SUSPENDED STAIRCASE CONSTRUCTION: 6'-10" MINIMUM HEADROOM RECTANGLE ST'L TUBE STRINGER, WOOD WRAPPED w/1-1/8" x 11-1/4" PARTICLE BOARD TREADS PROVIDE 34"-36" HGT HANDRAILS & GUARDS RAILS PER CODE STAIRCASE LANDING12"24"24"24"24"12"12" 24"30"30"20 3/16" 24"12"24"24"12"12"24"12"18"24"24"24"24"12"12"6" 24" 24"12' - 0"26' - 6" 6"7' - 0"24"24"12"36"5' - 0"16' - 0" 24"30 3/4"7" / 12"14" / 12"10" / 12"10" / 12"14" / 12"6" / 12"14" / 12"14" / 12"14" / 12"14" / 12"14" / 12"14" / 12"14" / 12"14" / 12"14" / 12"ENGINEERING ROOF TRUSSES PER MFG. SPEC. MANUFACTURE WILL PROVIDE ALL ENGINEERING DRAWING AND SPECIFICS OVERHANG DIMENSIONS ARE TO FACE OF FRAMING ICE AND WATER ALL ADJOINING ROOFS NOTE:RIDGE VENT10:12 SLOPE6:12 SLOPESADDLE14:12 SLOPE 14:12 SLOPE14:12 SLOPE14:12 SLOPE RIDGE VENTDRAWN 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 Sa Notes: Dimensions, details and conformation to all local codes are to be verified by owner and contractor prior to the start of construction. The designer of the home is not a licensed structural engineer or architect and will assume no responsibility for items including, but not limited to : construction technique, quality of material, workmanship, code adherence, safety, water proofing, insulation, radon, mold/mildew or other designs, specification or construction issues. It is recommended that a licensed engineer review all plans for structural integrity and verify that the home meets code for extraordinary wind or other natural stresses such as flooding, snowfall or substandard bearing soil. All structural members on the plans should be verified by the manufacturer and their licensed engineering staff. Is is also recommended that a licensed contractor be commissioned to construct the home. All door and window size are approximate rough openings. Specific manufacturer sizes vary and egress openings should be confirmed prior to construction. The home should be flashed and enclosed to meet local code. Sizes of material and products reflect accepted industry standards and in no way indicate a specific manufacturer. All building components to be installed and constructed to selected manufacturer specified installation techniques and in accordance with local building codes. Optional items may be shown on the home, within the landscaping/site plan or in the rendering for illustrative purpose only. Consult builder for standard or included features. c David Charlez Designs 2019. Do not replicate with out permission (952)428-8200. David Charlez Design retains rights to all plans and detail shown.3/12/2019 11:27:39AM08 Cross SectionsSDC - Gliniecki - CONGliniecki ResidenceSD Custom Homes750 Main StreetSuite #223Mendota Heights, MN 551182.20.2019SMLake Marion Parcel B199th StreetLakeville, MN 55044 1/4" = 1'-0"3 Cross Section - Front Porch/Laundry 1/4" = 1'-0"2 Cross Section - Staircase 341 SF MECHANICAL ROOM 267 SF UNFINISHED STORAGE 1365 SF LOWER LEVEL 858 SF GARAGE 1997 SF MAIN LEVEL 144 SF DECK 80 SF FRONT PORCH 1102 SF UPPER LEVEL 116 SF STAIRCASE 3' - 6"8' - 2"18 3/4"9' - 1 1/8"18 3/4"E.H.25 11/16"20 11/16" 24"UPPER LEVEL WINDOW HEADER HEIGHT84"MAIN LEVEL WINDOW HEADER HEIGHT96"LOWER LEVEL WINDOW HEADER HEIGHT84"14" 12" 14" 12"ROOF, CEILING & EAVE CONSTRUCTION: WALL CONSTRUCTION: FOUNDATION WALL & BASEMENT SLAB CONSTRUCTION: MAIN LEVEL CONSTRUCTION: UPPER LEVEL CONSTRUCTION: ARCHITECTURAL GRADE ASPHALT SHINGLES #15FELT & ICE & WATER SHIELD (6'-0") 1/2" OSB SHEATHING w/STEEL CLIPS TRUSSES @ 24" O.C. (PER MFG. SPEC.) BAFFLES w/1" AIR SPACE 2X4 LOOKOUTS 2X8 SUB FASCIA w/ 8" COMPOSITE FASCIA COMPOSITE VENTED SOFFITS COMPOSITE FRIEZE BOARDS R-50 BLOWN INSULATION POLY VAPOR BARRIER 5/8" GYP. BRD. CEILING 3/4" T&G PLYWOOD SUBFLOOR GLUED & SCREWED 18" FLOOR TRUSSES @ 19.2" O.C. (FLOOR SYSTEM DESIGNER TO VERIFY SIZE & SPACING BASED ON SPANS) 5/8" GYP. BRD. ON CEILING SPRAY INSULATE RIMS (R-21) SIDING PER ELEVATION HOUSE WRAP (WRAP WINDOWS PER MFG. SPEC.) 1/2" OSB SHEATHING 2X6 STUDS @16" O.C. DBL. TOP PLATE R-21 WALL INSULATION 4 MIL POLY VAPOR BARRIER 1/2" GYP. BRD. 2X6 SOLE PLATE ALL DETAILS TO CONFORM W/ ENERGY CODE 3/4" T&G PLYWOOD SUBFLOOR GLUED & SCREWED 18" FLOOR TRUSSES @ 19.2" O.C. (FLOOR SYSTEM DESIGNER TO VERIFY SIZE & SPACING BASED ON SPANS) FLASHING UNDER SILLS & STOOPS TREATED 2X6 SILL PLATE w/ SEALER 1/2" ANCHOR BOLTS @ 6' O.C. & 1' FROM CORNERS 5/8" GYP. BRD. ON CEILING SPRAY INSULATE RIMS (R-21) WATERPROOFING EXTERIOR THERMAL WALL: 2" RIGID INSULATION (R-10) APPLIED TO EXTERIOR, PROVIDE FLASHING TO COVER EXPOSED INSULATION POURED CONC. WALL PER PLAN REINFORCE WALLS PER CODE AND ENGINEER'S SPECIFICATIONS 20" X 8" CONTINUOUS CONC. FOOTING UNLESS OTHERWISE NOTED 4" CONC. SLAB VAPOR/MOISTURE BARRIER PER IRC SECTION 506 EXTENDING UP THE WALL AND SEALED TO FOUNDATION WALL 4" SAND/AGGREGATE FILL INTERIOR & EXTERIOR 4" DIA. PERFORATED DRAIN TILE PIPED TO SUMP BASKET INTERIOR THERMAL WALL: 1" RIGID INSULATION (R-5) 2x4 STUDS @ 16" O.C. 2x4 TRD. PLATE 1/2" GYP BD.8' - 1 1/8"8' - 4"13"42"66"2 1/4"48"9' - 3 1/2"66"FRAMING 30"9' - 2 1/4"FRAMING 13 1/2" FRAMING 13 1/2" FRAMING 48"9 1/4"9 1/4"5 1/4" 24" FRAMING 37 1/2" FRAMING GAP 10 1/2"7' - 5"16 7/16"22 3/8"FRAMING38 13/16"FINISHED 30" 60.90° BEAM PER MFG SPEC. FLUSH ROOF TRUSSES PER MFG. SPEC.6x6 STRUCTURAL POST14" 12" COLUMN CONSTRUCTION: 2X10 TOP/BOTTOM COLLAR 3/4" COMPOSITE WRAP 1/2" TRD. PLYWOOD 2X4 FRAMED BOX 6X6 TRD. STRUCTURAL POST COLUMN BASE: 2-1/4" STONE CAP CULTURED STONE GROUT JOINTS 1/2" TRD. PLYWOOD 2X4 FRAMED BOX 6X6 TRD. STRUCTURAL POST COLUMN FOUNDATION: (SEE FOUNDATION PLAN FOR FULL DETAILS) 53"x29"x72" POURED CONC. PIER ON 60"x41"x8" CONC. FOOTING REBAR PER CODEWING WALL FOUNDATION: (SEE FOUNDATION PLAN FOR FULL DETAILS) 29"x30"x66" POURED CONC. PIER ON 60"x42"x8" CONC. FOOTING REBAR PER CODE WING WALL CONSTRUCTION: 2-1/4" STONE CAP CULTURED STONE GROUT JOINTS 1/2" TRD. PLYWOOD 2X4 FRAMED BOX 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 Sa Notes: Dimensions, details and conformation to all local codes are to be verified by owner and contractor prior to the start of construction. The designer of the home is not a licensed structural engineer or architect and will assume no responsibility for items including, but not limited to : construction technique, quality of material, workmanship, code adherence, safety, water proofing, insulation, radon, mold/mildew or other designs, specification or construction issues. It is recommended that a licensed engineer review all plans for structural integrity and verify that the home meets code for extraordinary wind or other natural stresses such as flooding, snowfall or substandard bearing soil. All structural members on the plans should be verified by the manufacturer and their licensed engineering staff. Is is also recommended that a licensed contractor be commissioned to construct the home. All door and window size are approximate rough openings. Specific manufacturer sizes vary and egress openings should be confirmed prior to construction. The home should be flashed and enclosed to meet local code. Sizes of material and products reflect accepted industry standards and in no way indicate a specific manufacturer. All building components to be installed and constructed to selected manufacturer specified installation techniques and in accordance with local building codes. Optional items may be shown on the home, within the landscaping/site plan or in the rendering for illustrative purpose only. Consult builder for standard or included features. c David Charlez Designs 2019. Do not replicate with out permission (952)428-8200. David Charlez Design retains rights to all plans and detail shown.3/12/2019 11:27:41AM09 Square Footage CalculationsSDC - Gliniecki - CONGliniecki ResidenceSD Custom Homes750 Main StreetSuite #223Mendota Heights, MN 551182.20.2019SMLake Marion Parcel B199th StreetLakeville, MN 55044LOWER LEVEL: SQUARE FOOTAGE CALCULATIONS 1365 SQ. FT. LOWER LEVEL 341 SQ. FT. MECHANICAL ROOM 267 SQ. FT. UNFINISHED STORAGE 1997 SQ. FT. MAIN LEVEL 858 SQ. FT. GARAGE 144 SQ. FT. DECK 80 SQ. FT. FRONT PORCH 1102 SQ. FT. UPPER LEVEL 166 SQ. FT. STAIRCASE 4464 SQ. FT. FINISHED TOTAL GENERAL NOTES 1. ALL EXTERIOR WALLS TO BE CONSTRUCTED OF 2x6 STUDS @ 16" O.C. 2. ALL INTERIOR WALLS TO BE CONSTRUCTED OF 2x4 STUDS @ 16" O.C. (UNLESS OTHERWISE NOTED) 3. WALLS ADJACENT TO GARAGE SPACE SHALL BE 2x6 WITH A 1 HR. FIRE RATING 4. STRUCTURAL WALLS TO HAVE A FIRE RATING OF 1 HR. 5. ALL DIMENSIONS LINES TO BE TO CENTERLINE OF STUDS TO FACE OF STUD 6. PROVIDE ROOF VENTILATION 1 SQ.FT. PER 300 SQ.FT. OF ROOF AREA. 50% AT RIDGE AND 50% AT SOFFIT-MIN 7.ALL INTERIOR DOOR HEAD HEIGHT TO BE VERIFIED BY BUILER UNLESS OTHERWISE NOTED. UNDERCUT MIN 1" 8. ALL STRUCTURAL MEMBERS TO BE VERIFIED BY MANF. AND A STRUCTURAL ENGINEER. 9. ALL WINDOW UNITS ABOVE TUB DECK AND/OR WITHIN 18" OF THE FLOOR AND/OR 24" OF A DOORWAY SHALL BE TEMPERED GLASS 10. PROVIDE AN APPROVED ICE AND WATER ROOFING STARTER EDGE PER CODE OR EQUIVALENT 11. WRAP ALL CANTILEVERS WITH AN APPROVED POLY AND SPRAY FOAM FLOOR 12. SLOPE FINISHED GRADE AWAY FROM THE HOUSE ON ALL SIDES 13. 1/2" AIR SPACE ON EACH SIDE OF MICRO-LAM BEAM & MIN 3" BEARING ON CONCRETE 14. EXTERIOR RAILING TO BE MIN OF 36" HIGH AND BUILT AS TO NOT ALLOW A 4" SPHERE TO PASS THROUGH 15. ALL COMPONENTS TO BE INSTALLED TO MANF. SPEC OR LOCAL CODE 16. ALL WOOD IN DIRECT CONTACT WITH CONCRETE OR MASONRY IS TO BE PRESSURE TREATED OR WOOD SPECIES THAT HAS A NATURAL RESISTANCE TO DECAY 17. PROVIDE A WATER RESISTIVE GYP BOARD AROUND ALL SHOWERS AND TUBS 18. LIGHT OR FAN HOUSING SYSTEM RECESSED THROUGH AN EXTERIOR VAPOR BARRIER SHALL BE OF THE AIR SEALED TYPE OR BE BOXED AND SEALED PER CODE 19. PROVIDE DRAFT STOPS PER UBC 708.3 20. FIRE BLOCK ALL CHASES AT EACH FLOOR-CEILING ASSEMBLY OR AT 10' MAX INTERVALS 21. ALL SMOKE DETECTORS TO BE HARD WIRED WITH BATTERY BACKUP PER CODE 22. MAINTAIN A 6" SEPARATION BETWEEN GRADE AND WOOD 23. CAULK AND FLASH AROUND ALL EXTERIOR OPENINGS 24. PLUMBING PENETRATIONS IN WALL ASSEMBLY SHALL BE FIRE CAULKED WITH LISTED MATERIALS 25. BLOCK PATIO DOORS WITHOUT A DECK 26. SMOKE DETECTORS SHALL BE MIN 16" AWAY FROM WALL AND INSTALL TO MANF. SPEC 27. NO OPENING IN ROOF WITHIN 5' OF PROPERTY LINES 28. 10% OF THE FLOOR AREA IS REQUIRED FOR LIGHT AND VENTILATION IN ALL HABITABLE ROOMS 29. ON EXTERIOR, GRIPPABLE HANDRAILS 34" TO 36" IN HEIGHT FROM THE NOSE OF THE STAIRS 30. COMBUSTION AIR DUCTS 12" OFF THE FLOOR OR RETURN AIR PLENUM WHEN REQUIRED (IMC703) 31. PROVIDE PLUMBING ACCESS AT ALL TUBS EXCEPT WHEN TRAPS & OVERFLOW GLUED 32. PROVIDE 50 cfm OR 20 cfm CONTINUOUS VENTILATION OR OPERABLE WINDOW (ASHRAE 62-2001 6.1) 33. DRYER VENT TO THE EXTERIOR- INSULATE LAST 3 FEET MIN 36" CLEARANCE TO OTHER OPENINGS: (IMC504.4, 401.52 AND 604.1) 34. CERAMIC TILE TO BE APPLIED OVER GREEN BOARD, CEMENT BOARD, WONDER BOARD OR OTHER APPROVED MATERIAL TO A HEIGHT OF 70" ABOVE DRAIN INLET IN SHOWERS. CEMENT BOARD MUST BE USED ON EXTERIOR WALLS UNDERNEATH TILE AND OVER THE VAPOR BARRIER (R307) 35. TRUSS PLANS STAMPED AND APPROVED BY MANF. SHALL BE ON THE JOB SITE. ALTERATIONS TO TRUSSES REQUIRE AN ENGINEER'S APPROVAL 36. RAFTERS SHALL BE FRAMED TO MIN 1" THICK RIDGE BOARD NOT LESS THAN THE DEPTH OF THE CUT END OF THE RAFTERS OR NAILED TO EACH OTHER WITH A GUSSET PLATE A TIE. THE RIDGE BOARD MUST BE SUPPORTED ON END WALL OR MIN 2x4 COLLAR TIES ARE REQUIRED AT MIN 4" O.C. 37. 4-MIL VAPOR BARRIER ON WARM IN WINTER SIDE OF EXTERIOR WALLS AND CEILING. FIRE RETARDANT VAPOR BARRIER MAY BE LEFT UNCOVERED 38. WIND-WASH AT AL EAVES, CORNERS, OVERHANGS, AND BY WINDOWS. SHEATHING INSULATION DAM @ CEILING CHANGES 39. WEATHER-RESISTIVE BARRIER-i.e. BUILDING WRAP TABLE R703.4 40. HOT WATER PIPING LOCATED OUTSIDE OF CONDITIONED SPACE WILL BE INSULATED TO AT LEAST R-3 41. ATTIC ACCESS DOORS FROM CONDITIONED TO UNCONDITIONED SPACES SHALL BE WEATHERED-STRIPPED AND INSULATED. 42. NEW WOOD-BURNING FIREPLACES WILL HAVE TIGHT-FITTING FLUE DAMPERS AND OUTDOOR COMBUSTION AIR. 43. FOR WINDOWS WHERE THE LOWEST PART OF THE WINDOW OPENING IS MORE THAN 6' ABOVE THE GROUND, THE LOWEST PART OF OPENING SHALL BE MIN. OF 36" ABOVE THE FINISHED FLOOR. EXCEPTIONS INCLUDE WINDOWS THAT DO NOT OPEN MORE THAN 4", WINDOWS WITH FALL PROTECTION, AND WINDOWS THAT HAVE OPENING CONTROL DEVICES. 44. DWELLINGS WITH ATTACHED GARAGES OR FUEL FIRED EQUIPMENT MUST BE EQUIPPED WITH CARBON MONOXIDE ALARMS OUTSIDE OF, BUT NO FURTHER THAN 10' FROM , EACH SLEEPING AREA OR BEDROOM. 45. FOOTINGS SHALL HAVE A MIN. COMPRESSIVE STRENGTH OF 5,000 psi. 46. A MIN. 1/2" GYPSUM BOARD MEMBRANE, OR 5/8" WOOD STRUCTURAL PANEL MEMBRANE, SHALL BE PROVIDED ON THE UNDERSIDE OF FLOOR ASSEMBLIES. EXCEPTIONS A.DWELLINGS EQUIPPED WITH SPRINKLER SYSTEM. B.CRAWLSPACES C.PORTIONS OF FLOOR ASSEMBLIES WITH PROPORTIONALLY SMALL AREA. D. FLOOR ASSEMBLIES CONSTRUCTED OF SOLID SAWN LUMBER OR STRUCTURAL COMPOSITE LUMBER WITH MIN. NOMINAL DIMENSIONS OF 2"x10". 47. DECKS SUPPORTED BY ATTACHMENT TO AN EXTERIOR WALL SHALL BE POSITIVELY ANCHORED TO THE PRIMARY STRUCTURE AND DESIGNED FOR BOTH VERTICAL AND LATERAL LOADS. 48. FLASHING WITH A MIN. 3 1/2" VERTICAL ATTACHMENT FLANGE IS REQUIRED AT THE INTERSECTION OF THE FOUNDATION AND RIM JOIST FRAMING WHEN THE EXTERIOR WALL COVERING DOES NOT LAP THE FOUNDATION INSULATION. THE FLASHING MUST EXTEND A MIN. OF 1" BELOW THE FOUNDATION PLATE LINE, AND THE REQUIRED WATER-RESISTIVE BARRIER MUST LAP OVER THE ATTACHMENT FLANGE. 49. BUILDING FRAMING CAVITIES SHALL NOT BE USED AS DUCTS OR PLENUMS 1" = 10'-0"1 Basement 1" = 10'-0"2 First Floor 1" = 10'-0"3 Second Floor 1/2" = 1'-0"4 Detail - Typical Wall Section 3/8" = 1'-0"5 Detail - Column Section View FINISHED TOTAL: UPPER LEVEL: MAIN LEVEL: DRAWN BYDESCRIPTIONPROJECT #PROJECTISSUERE-ISSUEBUILDER18476 KENRICK AVE SUITE 202LAKEVILLE, MN 55044TEL: 952.428.8200EM: Dave@DavidCharlezDesigns.comD A V I D C H A R L E Z D E S I G N Sa Notes: Dimensions, details and conformation to all local codes are to be verified by owner and contractor prior to the start of construction. The designer of the home is not a licensed structural engineer or architect and will assume no responsibility for items including, but not limited to : construction technique, quality of material, workmanship, code adherence, safety, water proofing, insulation, radon, mold/mildew or other designs, specification or construction issues. It is recommended that a licensed engineer review all plans for structural integrity and verify that the home meets code for extraordinary wind or other natural stresses such as flooding, snowfall or substandard bearing soil. All structural members on the plans should be verified by the manufacturer and their licensed engineering staff. Is is also recommended that a licensed contractor be commissioned to construct the home. All door and window size are approximate rough openings. Specific manufacturer sizes vary and egress openings should be confirmed prior to construction. The home should be flashed and enclosed to meet local code. Sizes of material and products reflect accepted industry standards and in no way indicate a specific manufacturer. All building components to be installed and constructed to selected manufacturer specified installation techniques and in accordance with local building codes. Optional items may be shown on the home, within the landscaping/site plan or in the rendering for illustrative purpose only. Consult builder for standard or included features. c David Charlez Designs 2019. Do not replicate with out permission (952)428-8200. David Charlez Design retains rights to all plans and detail shown.5/8/2019 9:44:14AM00 TitleSDC - Gliniecki - CD -REV5- SMGliniecki ResidenceSD Custom Homes750 Main StreetSuite #223Mendota Heights, MN 551182.20.2019SMLake Marion Parcel B199th StreetLakeville, MN 55044g l i n i e c k i r e s i d e n c e LAKE MARION - PARCEL B LAKEVILLE, MN First Floor 997' - 8 3/4" Second Floor 1008' - 4 5/8" Roof 1016' - 5 3/4" Basement 988' - 0" T.O. Footing 987' - 8 1/2" Top of Foundation 993' - 8 1/2" First Floor Clg. 1006' - 9 7/8" Basement Clg. 996' - 2" Roof Peak 1029' - 3"Lower Level Window Height7' - 0"Upper Level Window Height7' - 0"Main Level Window Height8' - 0"6' - 0"2' - 5 1/2"1' - 6 3/4"9' - 1 1/8"1' - 6 3/4"8' - 1 1/8"5/4" x 8" TRIM A A A A BB C D D5/4" x 10" FRIEZE BD.5/4" x 10" FRIEZE BD.5/4" x 1 0" F R I E Z E B D. 5/4" x 8" TRIM5/4" x 8" TRIM 5/4" x 6" FRIEZE BD.5/4" x 6" TRIM 2 1/4" STONE LINTEL 2 1/4" STONE CAP 2 1/4" STONE CAP 5/4" x 10" TRIM 4 01CUSTOM CORBEL 5/4" x 8" TRIM 24"x48" FX BEAM PER MFG SPEC. @ 17'-3" FROM T.O.F. 12' - 0" 10:12 SLOPEGarage Storage 1003' - 7 5/8" T.O.F. 993' - 8 1/2" 3" BEAD BOARD 4/4" x 12" TRIM A B B B B B 5/4" x 6" TRIM 5/4" x 6" TRIM5/4" x 10" F R IE Z E B D .DROPPED BEAM PER MFG SPEC 7 1/4"7 1/4"6"3 3/4"3 1/2"7 1/4"SIDE VIEW:FRONT VIEW: CUSTOM CORBEL 3 1/2"3 1/2"3 3/4" 2x6 WALL 2x6 TIMBERSTRAND STUDS Opening To Vary By Door Size Finish6 1/2"Framing5 1/2"1 1/2"Dr. Opng.2 1/2"Door to Vary by Plan 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 Sa Notes: Dimensions, details and conformation to all local codes are to be verified by owner and contractor prior to the start of construction. The designer of the home is not a licensed structural engineer or architect and will assume no responsibility for items including, but not limited to : construction technique, quality of material, workmanship, code adherence, safety, water proofing, insulation, radon, mold/mildew or other designs, specification or construction issues. It is recommended that a licensed engineer review all plans for structural integrity and verify that the home meets code for extraordinary wind or other natural stresses such as flooding, snowfall or substandard bearing soil. All structural members on the plans should be verified by the manufacturer and their licensed engineering staff. Is is also recommended that a licensed contractor be commissioned to construct the home. All door and window size are approximate rough openings. Specific manufacturer sizes vary and egress openings should be confirmed prior to construction. The home should be flashed and enclosed to meet local code. Sizes of material and products reflect accepted industry standards and in no way indicate a specific manufacturer. All building components to be installed and constructed to selected manufacturer specified installation techniques and in accordance with local building codes. Optional items may be shown on the home, within the landscaping/site plan or in the rendering for illustrative purpose only. Consult builder for standard or included features. c David Charlez Designs 2019. Do not replicate with out permission (952)428-8200. David Charlez Design retains rights to all plans and detail shown.5/8/2019 9:44:32AM01 Front & Rear ElevationsSDC - Gliniecki - CD -REV5- SMGliniecki ResidenceSD Custom Homes750 Main StreetSuite #223Mendota Heights, MN 551182.20.2019SMLake Marion Parcel B199th StreetLakeville, MN 55044TYPICAL EXTERIOR MATERIALS SQ FT BREAKDOWN SEE PAGE A09 FOR SQUARE FOOTAGE CALCULATIONS ASPHALT SHINGLES W/ NATURAL SHADOW ARCHITECTURAL GRADE 7" EXPOSURE HARDIESHAKE STRAIGHT PER ELEVATION 7" EXPOSURE HARDIELAP SIDING PER ELEVATION HARDIEPANEL SMOOTH PER ELEVATION STONE VENEER PER ELEVATION INSTALL KICK OUT FLASHING & TWO MEMBRANE TAR PAPER BACKING IN ALL STONE AREAS 5/4" x 6" HARDIE STOOL & APRON WINDOW & DOOR TRIM PER ELEVATION (SEE DETAIL 5/07) 5/4" x 6" HARDIE CORNER BOARDS PER ELEVATION 1X3 ON 1X8 COMPOSITE FASCIA PER ELEVATION COMPOSITE VENTED SOFFITS PER ELEVATION HOUSE WRAP AND/OR TAR PAPER IN PROPER FORM ON ENTIRE EXTERIOR B C D A STONE ATTACHMENT 1. VERIFY COMPLIANCE WITH INSPECTOR WHEN PAPER IS COMPLETE IN ONE WINDOW AREA. 2. WEATHER RESISTIVE BARRIERS: INCLUDE 2 LAYERS OF GRADE D PAPER WITH WEATHER RESISITVE BARRIERS OVER WOOD BASED SHEATHING. 15 OR 15# IS NOT GRADE D PAPER. LAP VERTICAL JOINTS IN PAPER AT LEAST 2 INCHES. 3. EXTERIOR OPENINGS FLASHED: FLASH ALL EXTERIOR OPENINGS. THE NAILING FLANGE ON WINDOWS WILL NOT BE ACCEPTED FOR FLASHING UNLESS THE MANUFACTURERS INSULATION INSTRUCTIONS ARE PROVIDED ON SITE STATING THE FLANGE IS ACCEPTABLE AS FLASHING. 4. WINDOW FLANGES: INSTALL PAPER ON BOTTOM AND SIDES OF WINDOW BEFORE INSTALLING WINDOW. PAPER LOCATED ON TOP OF WINDOW SHALL GO OVER THE WINDOW FLASHING. INSTALL A SECOND LAYER OF PAPER OVER SIDE WINDOW FLANGES. 5. WINDOW OPENINGS: WATERPROOF WINDOW OPENINGS WITH CAULK, TAPE, OR LIKE MATERIAL. ALL OTHER OPENINGS MUST BE WATERPROOFED WITH CAULK, TAPE, OR LIKE MATERIAL. 6. PAPER ENTIRE WALL: BUILDING PAPER MUST BE INSTALLED ON ALL EXTERIOR WALLS INCLUDING WITHIN THE SOFFIT. INSTALL PAPER IN SHINGLE FASHION TO ENSURE PROPER WATER DRAINIAGE. 7. FLASHING: AT ALL WALL/ROOF INTERSECTIONS WHERE ROOF LINE DOES NOT EXTEND PAST WALL, KICKOUT FLASHING IS REQUIRED. ALL OTHER OPENINGS MUST BE FLASHED TO ENSURE PROPER WATERPROOFING. 8. WEEP SCREED: PROVIDE A CORROSION RESISTANT WEEP SCREED WITH A MINIMUM VERTICAL ATTACHMENT FLANGE OF 3-1/2" AT OR BELOW THE FOUNDATION PLATE. TO ENSURE TRAPPED WATER HAS PROPER DRAINAGE TO EXTERIOR, SCREED SHALL BE A TYPE THAT ALLOWS FOR DRAINAGE AND MUST BE PLACED A MINIMUM OF 4" ABOVE EARTH OR 2" ABOVE CONCRETE. PLACE WEEP SCREEDS JUST BELOW PLATE LINE. IF PAPER HAS BEEN INSTALLED ON FOUNDATION, EXTEND WEEP SCREED ONTO FOUNDATION. ALL STONE MUST NOT EXTEND BELOW, BUT MUST COVER, ALL LATH AND PAPER. DAVID CHARLEZ DESIGNS DOES NOT ACCEPT ANY RESPONSIBILITY FOR STONE INSTALLATION OR WATERPROOFING TECHNIQUES. REFER TO MANUFACTURER AND INSTALLERS FOR PREFERRED INSTALLATION METHODS WHICH WILL DIFFER FROM WHAT IS SHOWN. 1/4" = 1'-0"1 Front Elevation 1/4" = 1'-0"2 Rear Elevation 1 1/2" = 1'-0"4 Detail - Custom Corbel 1" = 1'-0"5 Detail- 2x6 Pocket Door Framing 5/4" x 10" FRIEZE BD.5/4" x 8" TRIM A A B B BB B A 5/4" x 8" TRIM 5/4" x 6" TRIM 5/4" x 6" TRIM 4/4" x 12" TRIM B5/4" x 10" FRIEZE BD.B STEPPED FOUNDATION VERIFY LOCATION WITH SURVEYING ENGINEER DROPPED BEAM PER MFG SPEC 5/4" x 10" FRIEZE BD.5/4" x 6" TRIM 2 1/4" STONE CAP A A A A B B B A D D D 2 1/4" STONE CAP 2 1/4" STONE CAP 5/4" x 8" TRIM5/4" x 8" TRIM 5 /4 " x 1 0 " F R IE Z E B D .RAILING FINISHED STONE BASE53"2 1/4" STONE CAP56"COLUMN BASE FRAMING48"COLUMN BASE FRAMING 24" FINISHED STONE BASE 29" 2 1/4" STONE CAP 32" COLUMN FINISHED 16" COLUMN FRAMING 13 1/2"FINISHED40"13 1/2"FRAMING10 1/2"13 1/2"COLUMN CONSTRUCTION: 2X10 TOP/BOTTOM COLLAR 3/4" COMPOSITE WRAP 1/2" TRD. PLYWOOD 2X4 FRAMED BOX 6X6 TRD. STRUCTURAL POST COLUMN BASE: 2-1/4" STONE CAP CULTURED STONE GROUT JOINTS 1/2" TRD. PLYWOOD 2X4 FRAMED BOX 6X6 TRD. STRUCTURAL POST COLUMN FOUNDATION: (SEE FOUNDATION PLAN FOR FULL DETAILS) 53"x29"x72" POURED CONC. PIER ON 60"x41"x8" CONC. FOOTING REBAR PER CODE BEAM PER MFG SPEC FLUSH BEAM PER MFG SPEC FLUSH 5 09 FRAMING 24" FINISHED 29"FRAMING30"FINISHED30"2 1/4" STONE CAP 2" STONE 2x6 EXTERIOR WALL WING WALL FOUNDATION: (SEE FOUNDATION PLAN FOR FULL DETAILS) 29"x30"x66" POURED CONC. PIER ON 60"x42"x8" CONC. FOOTING REBAR PER CODE WING WALL CONSTRUCTION: 2-1/4" STONE CAP CULTURED STONE GROUT JOINTS 1/2" TRD. PLYWOOD 2X4 FRAMED BOX 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 Sa Notes: Dimensions, details and conformation to all local codes are to be verified by owner and contractor prior to the start of construction. The designer of the home is not a licensed structural engineer or architect and will assume no responsibility for items including, but not limited to : construction technique, quality of material, workmanship, code adherence, safety, water proofing, insulation, radon, mold/mildew or other designs, specification or construction issues. It is recommended that a licensed engineer review all plans for structural integrity and verify that the home meets code for extraordinary wind or other natural stresses such as flooding, snowfall or substandard bearing soil. All structural members on the plans should be verified by the manufacturer and their licensed engineering staff. Is is also recommended that a licensed contractor be commissioned to construct the home. All door and window size are approximate rough openings. Specific manufacturer sizes vary and egress openings should be confirmed prior to construction. The home should be flashed and enclosed to meet local code. Sizes of material and products reflect accepted industry standards and in no way indicate a specific manufacturer. All building components to be installed and constructed to selected manufacturer specified installation techniques and in accordance with local building codes. Optional items may be shown on the home, within the landscaping/site plan or in the rendering for illustrative purpose only. Consult builder for standard or included features. c David Charlez Designs 2019. Do not replicate with out permission (952)428-8200. David Charlez Design retains rights to all plans and detail shown.5/8/2019 9:44:53AM02 Left & Right ElevationsSDC - Gliniecki - CD -REV5- SMGliniecki ResidenceSD Custom Homes750 Main StreetSuite #223Mendota Heights, MN 551182.20.2019SMLake Marion Parcel B199th StreetLakeville, MN 55044 1/4" = 1'-0"1 Left Elevation 1/4" = 1'-0"2 Right Elevation 1" = 1'-0"3 Detail - Column Plan View 3/4" = 1'-0"4 Detail - Wing Walls TYPICAL EXTERIOR MATERIALS B C D A ASPHALT SHINGLES W/ NATURAL SHADOW ARCHITECTURAL GRADE 7" EXPOSURE HARDIESHAKE STRAIGHT PER ELEVATION 7" EXPOSURE HARDIELAP SIDING PER ELEVATION HARDIEPANEL SMOOTH PER ELEVATION STONE VENEER PER ELEVATION INSTALL KICK OUT FLASHING & TWO MEMBRANE TAR PAPER BACKING IN ALL STONE AREAS 5/4" x 6" HARDIE STOOL & APRON WINDOW & DOOR TRIM PER ELEVATION (SEE DETAIL 5/07) 5/4" x 6" HARDIE CORNER BOARDS PER ELEVATION 1X3 ON 1X8 COMPOSITE FASCIA PER ELEVATION COMPOSITE VENTED SOFFITS PER ELEVATION HOUSE WRAP AND/OR TAR PAPER IN PROPER FORM ON ENTIRE EXTERIOR 6' - 10 1/2"7' - 0"9' - 3 1/4"9' - 8 3/4"7' - 6"7' - 6"7' - 11 1/2"3' - 0 1/2"13' - 10 1/2"19' - 0"15' - 0"11' - 0"58' - 10 1/2"2' - 1 9/16"12' - 2 7/16" 1' - 6"12' - 0"23' - 10"8' - 2"14' - 0"14' - 0"6' - 0"2' - 0" 37' - 4"44' - 2" 33' - 10 1/2"7' - 1 1/2"4' - 0"23' - 0"12' - 0"1' - 6" 2' - 6"4' - 0"6' - 10" 4' - 2"6' - 10"2' - 0"9' - 0"2' - 0"1' - 4 1/2"9' - 3" M.O.1' - 4 1/2"1' - 10 1/2"16' - 3" M.O.4' - 8 1/2" 36' - 6"45' - 0" 81' - 6"22' - 8 1/2"8' - 2"6' - 0"10' - 0"6' - 0"4' - 0"30' - 10 1/2"26' - 0"2' - 0"58' - 10 1/2"2' - 0"11' - 4 3/4"6' - 7"4' - 5 1/2"7' - 0 1/2"13' - 8 1/4" 5' - 5 1/4"5' - 8 1/4"11' - 3 3/4"20' - 8 3/4"13' - 7 3/4"9' - 5 1/2"9' - 5 1/2"5' - 6 1/2"5' - 9"4' - 0 1/4"23' - 5 1/4"3' - 9"1' - 10"4' - 1"5' - 0"5' - 9"3' - 10 1/2"4' - 5 1/2"6' - 8 1/4"13' - 4 3/4"1' - 6"2' - 1"4' - 5 1/2"14' - 8 3/4"3"3"3"3"SIMPSON METAL TIES:END JOISTS TO BEAM - LUC21OZPOST TO FOOTING - ABW66ZPOST TO BEAM - LPC6ZMIDDLE JOISTS - LUS21OZDECK RIM TO HOUSE - 3/8"x5-1/2"COATED LAG BOLTS & WASHERSINTERIOR BEARING WALLS:4X6 TREATED WOOD16"X8" FOOTING (TYPICAL)PORCH FND WALL:8'-4"x8" POURED CONCRETEFOUNDATION ON20"x8" CONCRETE FOOTINGREBAR PER CODETYPICAL SLAB CONSTRUCTION:4" CONCRETE SLAB OVER POLY/VAPOR BARRIER OVER SAND BED GRANULAR FILL36"x36"x12"CONC. PAD(TYPICAL)BATHTILEFAMILY ROOMCARPETGAME ROOMCARPETDECK COLUMNS:3/4" COMPOSITE WRAP12x12 TRD. POST ON18" SONO TUBE @ 42"BELOW GRADEDIMENSIONS ARE TO EDGE OF CONCRETE AND EDGE OF FRAMING FLOOR TRUSSES ARE CALLED OUT AT 19.2" O.C. FLOOR SYSTEM DESIGNER VERIFY SPACING AND ADJUST AS ALLOWED BY SPANS CEILING HEIGHT @ 8'-2" UNLESS NOTED SET WINDOW HDRS @ 84" FROM CONCRETE FLOOR UNLESS NOTED NOTE:- UNEXCAVATED -- UNEX -GARAGE FND WALL:3'-6"x8" POURED CONCRETEFOUNDATION ON20"x8" CONCRETE FOOTINGREBAR PER CODEMAIN FND WALL:6'-0"x8" POURED CONC.FOUNDATION ON20"X8" CONCRETE FOOTINGREBAR PER CODEINTERIOR THERMAL WALL:(UNEXPOSED WALLS ONLY)1" AIRSPACE2x4 STUDS @ 16" O.C.2x4 TRD. PLATE1/2" GYP BD.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 FLASHINGWALK OUT WALL:2X6 STUDS @ 16" O.C.3'-6"x10" POURED CONCRETEFOUNDATION ON20"x8" CONCRETE FOOTINGREBAR PER CODEPROVIDE 3 1/2"x5 1/2"POUR ON TOP OF 10" WALLUNDER 2X6 WALL2x12 JOISTS @ 16" O.C.36"x36"x12"CONC. PAD(TYPICAL)NOTE:SOLID BLOCK ALL JOIST SPACESFIRE CAULK ALL PENETRATIONS IN SOLID BLOCK18" FLOOR TRUSSES @ 19.2" O.C. 18" FLOOR TRUSSES @ 19.2" O.C. 18" FLOOR TRUSSES @ 19.2" O.C. 18" FLOOR TRUSSES @ 19.2" O.C.MECHANICALROOMCONCRETEFDWHFURNWSSUMP w/SEALEDCOVERR&SSMOKEDET.30"x80"DOORBEAM PER MFG SPECSD/COGUEST BEDROOMCARPET36"x80" C.O.30"x80"DOORFAN42" VANITY36"x48"FBRGLSSHOWER21" LIN. CAB.BENCH & HOOKS36" REFRIGCHANGING RMTILESTORAGECONCRETEUNFINISHED36"x80"DOOR36"x80"DOOR2)30"x80"DBL DR30"x80" DOOR 96"x80" C.O.BEAM PER MFG SPEC DROPPEDSTAIRSWOOD2X6 BEARING WALL2X6 BEARING WALL2X6 BEARING WALL2" SLAB LEDGE2" SLAB LEDGE 2" SLAB LEDGE2" SLAB LEDGE 2" LEDGE2" LEDGE 2" SLAB LEDGELINE OF DECK ABOVE 2X6 WALL2X6 WALL2X6 WALL2X6 BRG WALL W.O.W.O.W.O.W.O.W.O.W.O.W.O.SOLID BEARING TYPICAL8"8"8"8"8"8"8" 8"8"8" 8" 8"8"8"8"8"8"4063065061063071072062072084073084098"8"- UNEX -3' - 5"4' - 9"11' - 3"2' - 9" BEAMS PER MFG SPEC FLUSH UTILITY SNKSTEPPED FOUNDATION VERIFY LOCATION WITH SURVEYING ENGINEER 11' - 0"BEAMS PER MFG SPEC FLUSHOPEN TO ABOVE EXPOSED TREADS & RISERS 2)TW3056BEAM PER MFG SPEC.2)TW3056BEAM PER MFG SPEC.2)TW30510BEAM PER MFG SPEC.FWG60611LBEAM PER MFG SPEC.FWH31611ARBEAM PER MFG SPEC.42"x80" ST'L DR.BEAM PER MFG SPEC.W.O. W.O.36"x36"x12"CONC. PAD(TYPICAL)32"x80"PKT DR.2X6 WALLTWT2827 BEAM PER MFG SPEC.BEAMS PER MFG SPEC DROPPEDCANT ABOVEC A N T 2 4 " 18"27 5/8" 3 2 1 1 /1 6 "120"19 7/16"112 9/16"2" RIGID INSULATION LAP SIDING 1/2" SHEATHING 2X8 CANTILEVERED SILL PLATE 1/2" ANCHOR BOLT BUILDING PAPER 1 1/2" FOUNDATION WALL PULLED INTO HOUSE 1-1/2" 2X8 CANTILEVERED SILL PLATE NOTE:ALL APPLICABLE AREAS ON THIS PLAN TO BE BUILT ACCORDING TO THIS DETAIL. FOR AREAS THAT DO NOT APPLY TO THIS DETAIL, REFERENCE ANOTHER DETAIL PROVIDED ON PLANS OR CONSULT WITH GENERAL CONTRACTOR FOR PERFERRED CONSTRUCTION METHODS. ALL DETAILS TO BE VERIFED AND CONFIRMED WITH GENERAL CONTRACTOR. FLOOR TRUSSES PER PLAN METAL FLASHING NOTE: FOUNDATION WALL SIZE MAY VARY PER PROJECT. SEE FOUNDATION PLAN 2X6 SOLE PLATE INSULATION PER CODE 2X6 STUDS @ 16" O.C. 1/2" GYP. BRD. DRAWINGS HAVE NOT BEEN DRAWN OR APPROVED BY A STRUCURAL ENGINEER. SUBJECT TO CHANGE. ALL ITEMS SHOWN MUST BE VERIFIED WITH STRUCTURAL ENGINEER FOR SAFETY AND CODE COMPLIANCE BEFORE, DURING, AND AFTER CONSTRUCTION. DAVID CHARLEZ DESIGNS DOES NOT ACCEPT ANY RESPONSIBILITY FOR ANY STRUCTURAL MEMBERS NOT PROPERLY ENGINEERED AS REQUIRED FOR STRUCTURE. NOTE: 5 1/2"4 1/2" 10"3 1/2"2" INSULATION2" INSULATION @ 45 DEGREE ANGLE 4" SAND 10" WALKOUT WALL NOTE:ALL APPLICABLE AREAS ON THIS PLAN TO BE BUILT ACCORDING TO THIS DETAIL. FOR AREAS THAT DO NOT APPLY TO THIS DETAIL, REFERENCE ANOTHER DETAIL PROVIDED ON PLANS OR CONSULT WITH GENERAL CONTRACTOR FOR PERFERRED CONSTRUCTION METHODS. ALL DETAILS TO BE VERIFED AND CONFIRMED WITH GENERAL CONTRACTOR. NOTE: LAP SIDING PER PLAN BUILDING PAPER 1/2" PLYWOOD 2X6 STUDS @ 16" O.C. INSULATION PER CODE METAL FLASHING 1/2" GYP. BRD. 1/2" ANCHOR BOLT 2X6 SILL PLATE DRAWINGS HAVE NOT BEEN DRAWN OR APPROVED BY A STRUCURAL ENGINEER. SUBJECT TO CHANGE. ALL ITEMS SHOWN MUST BE VERIFIED WITH STRUCTURAL ENGINEER FOR SAFETY AND CODE COMPLIANCE BEFORE, DURING, AND AFTER CONSTRUCTION. DAVID CHARLEZ DESIGNS DOES NOT ACCEPT ANY RESPONSIBILITY FOR ANY STRUCTURAL MEMBERS NOT PROPERLY ENGINEERED AS REQUIRED FOR STRUCTURE. NOTE: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 Sa Notes: Dimensions, details and conformation to all local codes are to be verified by owner and contractor prior to the start of construction. The designer of the home is not a licensed structural engineer or architect and will assume no responsibility for items including, but not limited to : construction technique, quality of material, workmanship, code adherence, safety, water proofing, insulation, radon, mold/mildew or other designs, specification or construction issues. It is recommended that a licensed engineer review all plans for structural integrity and verify that the home meets code for extraordinary wind or other natural stresses such as flooding, snowfall or substandard bearing soil. All structural members on the plans should be verified by the manufacturer and their licensed engineering staff. Is is also recommended that a licensed contractor be commissioned to construct the home. All door and window size are approximate rough openings. Specific manufacturer sizes vary and egress openings should be confirmed prior to construction. The home should be flashed and enclosed to meet local code. Sizes of material and products reflect accepted industry standards and in no way indicate a specific manufacturer. All building components to be installed and constructed to selected manufacturer specified installation techniques and in accordance with local building codes. Optional items may be shown on the home, within the landscaping/site plan or in the rendering for illustrative purpose only. Consult builder for standard or included features. c David Charlez Designs 2019. Do not replicate with out permission (952)428-8200. David Charlez Design retains rights to all plans and detail shown.5/8/2019 9:44:54AM03 Lower LevelSDC - Gliniecki - CD -REV5- SMGliniecki ResidenceSD Custom Homes750 Main StreetSuite #223Mendota Heights, MN 551182.20.2019SMLake Marion Parcel B199th StreetLakeville, MN 55044NOTE: ANDERSEN WINDOWS (400 SERIES) ARE CALLED OUT BY WINDOW FRAME SIZE IN FEET. 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.) ATTENTION: 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: 1" = 1'-0"2 Floor Detail - 2x8 Sill Plate 1" = 1'-0"3 Floor Detail - 10" Walkout Wall 14' - 0"19' - 0"15' - 0"11' - 0"2' - 0"6' - 0"14' - 0"14' - 0"8' - 0"24' - 0"12' - 0"1' - 6"12' - 0"11' - 0"8' - 0"22' - 0"4' - 0"2' - 0"34' - 0"11' - 0"23' - 0"12' - 0"1' - 6"6' - 0"10' - 0"6' - 0"7' - 0"7' - 0"9' - 3 1/4"9' - 8 3/4"7' - 6"7' - 6"5' - 3 1/4"5' - 8 3/4"3' - 0"3' - 0"14' - 0"7' - 0"7' - 0"5' - 0"3' - 0" 44' - 0"37' - 6"MICROU.C. OVEN7' - 6"13' - 1 1/2"13' - 4 1/2"5' - 0"8' - 0"8' - 0"2' - 0"1' - 6"4' - 6"4' - 6"1' - 6" 81' - 6"6' - 0"6' - 0"6' - 6"4' - 6"5' - 2 3/4"2' - 9 1/4"5' - 0"5' - 0"59' - 0"2' - 0"7' - 0"4' - 0"STONE BASE2' - 0"20' - 8 3/4"6' - 6"4' - 9 1/4" 14' - 8 1/4"3' - 0"2' - 6 1/2"2' - 5 1/2"3' - 11 1/2"7' - 4 1/4"5' - 11 1/2"3' - 8 1/4"4' - 1 1/2"2' - 1"7' - 0 3/4"6' - 9 1/2"2' - 7"8' - 2 1/2"6' - 5 1/2"4' - 5 1/2"4' - 0"1' - 9 1/4"10' - 11 1/2"4' - 7"4' - 5 1/2"4' - 0"3' - 0 1/2"7' - 8 1/4"2' - 0"4' - 6 1/2"1' - 11"8' - 3 3/4" 66"51"57 1/4"11"57 1/4"14 1/2"2' - 1 1/2"7' - 1 1/4"6' - 9 1/2"6' - 9 1/2"3"3"3"3"3"3"3"3"3"3"3"3"RAILINGSTAIRSWOODOPEN TO BELOWRAILING EXPOSED TREADS & RISERSGARAGE WALLS:INSULATE WALLS5/8" TYPE X GP. BD. ON ALL INTERIOR GARAGE WALLSFLOOR TRUSSES ARE CALLED OUT AT 19.2" O.C. FLOOR SYSTEM DESIGNER VERIFY SPACING AND ADJUST AS ALLOWED BY SPANS CEILING HEIGHT @ 9'-1 1/8" UNLESS NOTED SET WINDOW HDRS @ 96" FROM MAIN LEVEL UNLESS NOTED NOTE:CONCRETEINSULATE WALLS& CEILINGDECKCOMPOSITEDECKINGTYPICAL SLAB CONSTRUCTION:4" CONCRETE SLAB PITCHED TOWARDS OVERHEAD DOOR SAND BED GRANULAR FILLGARAGECOLUMN CONSTRUCTION:16x16 BOX COLUMN w/6x6 POST w/COMPOSITE WRAP36"x80" FIRE DR20 MIN RATEDBEAM PER MFG SPEC9'-0" x 8'-0" DOOR BEAM PER MFG SPEC UPDN16'-0" x 8'-0" DOOR BEAM PER MFG SPEC FRONTPORCHCONCRETEPINE T&G CLG.UPR&S HVAC CHASE2)30"x80"DOOR36"x80" PKT DR 36"x80"PKT DRBENCH & HOOKSWSHR w/FLOORDRAINDRYERUPPERSL'DRYTILESNKFANMUD ROOMTILEBATHWOODFAN42" VANITY36"x80" PKT DR.36"x96"C.O.36"x80"DOORSHELVES36" REFRIG 30" RANGE HOOD VENT DWSNKfoyerWOOD42"x96" ENTRY DR.BEAM PER MFG SPEC2)30"x80"DOORDESKpantryWOODkitchenWOODISLANDWOODDININGBUFFET CABINET 54"x96" OP'NG 11'-0"x8'-0" C.O.GREAT ROOMWOOD4"x6"COFFEREDCLG. w/ CROWNGAS FIREPLACE PER MFG. SPECS. BUILT IN'S HEARTH BUILT IN'S 36"x96" C.O.OWNER'S SUITECARPETVAULTED CLG.90" VANITY 42" x 90" CUSTOMSHOWERowner's bathTILEBENCH24" LIN. CAB.FANFAN36"x80"DOOR36"x80" DOOR 36"x80"GLS DR36"x80"DOOR36"x80"PKT DRR&SSMOKEDET.SD/COSD/COLINE OF VAULTED CLG APEXW.I.C.CARPET14" FLOOR TRUSSES @ 19.2" O.C. 18" FLOOR TRUSSES @ 19.2" O.C. 18" FLOOR TRUSSES @ 19.2" O.C. 24" FLOOR TRUSSES @ 19.2" O.C.2X6 BRG WALL2X6 PLBG WALL2X6 PLBG WALL2x6 WALL2x6 WALL2x6 WALL2x6 WALL2x6 WALLBEAM PER MFG. SPEC FLUSHBEAM PER MFG. SPEC DROPPED BEAM PER MFG. SPEC FLUSHBEAM PER MFG. SPEC FLUSHBEAM PER MFG. SPEC FLUSH FLOOR TRUSS PER MFG. SPEC FLUSHBEAM PER MFG. SPEC FLUSHBEAM PER MFG. SPEC FLUSHBEAM PER MFG. SPEC FLUSH 18" FLOOR TRUSSES @ 19.2" O.C.2X6 BEARING WALL2x8 JOIST FOR STAIRCASE LANDING16"16"406306506106307107206207208407023024LINE OF CLG HGT CHANGE4' - 0"3' - 8"4' - 0"12' - 4"30840924" LIN. CAB.R&S48"x80" OP'NG w/ 2)25"x84" BARN DR.BEAM PER MFG SPEC DROPPED48" BENCH FURNITURE PIECE96"42"42"54"48" ROOF TRUSSES @ 24" O.C.ROOF TRUSSES @ 24" O.C.ATTIC ROOF TRUSSES @ 24" O.C.ATTIC STORAGE ACCESSLINE OF ATTIC STORAGE PKT. OFFICEWOODBEAM PER MFG. SPEC FLUSHBEAM PER MFG. SPEC FLUSHUP8 RISERSALLOW FOR HVACALLOW FOR HVACALLOW FOR HVACSTONE BASE 3"3"2)TW30510BEAM PER MFG SPEC.3)TWT2827 BEAM PER MFG SPEC.DHP510510BEAM PER MFG SPEC.2)TW30510BEAM PER MFG SPEC.DHP510510BEAM PER MFG SPEC.TW3046 BEAM PER MFG SPEC.2)TW3046BEAM PER MFG SPEC.2)TW30510 BEAM PER MFG SPEC. DHP410510 BEAM PER MFG SPEC.FWG9080 OXOBEAM PER MFG SPEC.TW3046 BEAM PER MFG SPEC.2)TW28510BEAM PER MFG SPEC.2)TW28510BEAM PER MFG SPEC.3)TWT2827BEAM PER MFG SPEC.TWT2827 BEAM PER MFG SPEC.& PULL-DOWN STAIRCASENOTE:LIGHT GRAY WALLS TO INDICATE GREAT ROOM WALLS TO BE FRAMED TO 9' - 5 1/8" FROM M.L. TO 14" TRUSSES ABOVE TO ALLOW FOR FLUSH COFFERED CLG.6"57 13/16"6"57 13/16"6"57 13/16"6"6"70 1/2"6"74"6"71"6"GRAY REGION AT B.I.'s TO INDICATE FRAMED DOWN FOFIT TO 9'-1 1/8"18" FLOOR TRUSSES @ 19.2" O.C.CEILING UPSET CENTER ON KITCHEN ISLANDSHIPLAP CLG.3"3"4-5) 12" DEPTH SHELVESDHP3046BEAM PER MFG SPEC.42" 42"2x6 WALLR.I. ELECTRICAL PANEL FOR ELECTRIC CAR (LOCATION DETERMINED BY HOME OWNER)STAIRCASE LANDING TO MATCH MAIN LEVEL27 5/8"18"19 7/16"112 9/16"10' - 0"3' - 5 5/8"14' - 4" RAILINGS PER CODE (OUTSIDE) 3" MIN. ABS OR PVC OR EQUIVALENT GAS TIGHT PIPE SEAL ALL JOINTS BETWEEN SLAB AND FOUNDATION WALL 4" PERFORATED DRAIN TILE W/FILTER FABRIC 8"X16" ROCK TRENCH SEALED SUMP BASKET MIN 6 MIL OR 3 MIL CROSS LAMINATED POLY SHALL BE LAPPED 12" AND PLACED BELOW THE SLAB AND ON TOP OF 4" MIN. SAND GAS PERMEABLE LAYER INSTALL LABEL READING (RADON REDUCTION SYSTEM) ON THE VENT PIPE AT EACH FLOOR AND IN ACCESSIBLE ATTICS ALL CONTROL JOINTS, ISOLATION JOINTS CONSTRUCTION JOINTS AND ANY OTHER JOINTS IN CONCRETE SLABS SHALL BE SEALED WITH CAULK OR SEALANT SEAL ALL FLOOR OPENINGS ALL PIPE JOINTS AND FITTINGS TO BE GLUED OR TRANSITION COUPLINGS PROVIDE SPACE FOR FUTURE INSTALLATION OF A FAN *MIN. 24' DIAMETER CENTERED ON THE AXIS OR THE VENT STACK *MIN. VERTICAL DISTANCE 36" INSTALL LIVE OUTLET IN ATTIC WHERE FUTURE FAN MAY BE INSTALLED R-4 MIN. INSULATION AROUND PIPE IN UNCONDITIONED SPACES 2X6 SILL PLATE 1/2" ANCHOR BOLT6"2"6"2" RIGID INSULATION 5/8" TYPE X GYP. BRD. FLOOR TRUSSES PER PLAN 2X6 SOLE PLATE 3-1/2" POURED CONCRETE SLAB NOTE: FOUNDATION WALL SIZE MAY VARY PER PROJECT. SEE FOUNDATION PLAN garage common wall NOTE:ALL APPLICABLE AREAS ON THIS PLAN TO BE BUILT ACCORDING TO THIS DETAIL. FOR AREAS THAT DO NOT APPLY TO THIS DETAIL, REFERENCE ANOTHER DETAIL PROVIDED ON PLANS OR CONSULT WITH GENERAL CONTRACTOR FOR PERFERRED CONSTRUCTION METHODS. ALL DETAILS TO BE VERIFED AND CONFIRMED WITH GENERAL CONTRACTOR. NOTE:3 1/2"1/2" GYP. BRD. 2X6 STUDS @ 16" O.C. INSULATION PER CODE DRAWINGS HAVE NOT BEEN DRAWN OR APPROVED BY A STRUCURAL ENGINEER. SUBJECT TO CHANGE. ALL ITEMS SHOWN MUST BE VERIFIED WITH STRUCTURAL ENGINEER FOR SAFETY AND CODE COMPLIANCE BEFORE, DURING, AND AFTER CONSTRUCTION. DAVID CHARLEZ DESIGNS DOES NOT ACCEPT ANY RESPONSIBILITY FOR ANY STRUCTURAL MEMBERS NOT PROPERLY ENGINEERED AS REQUIRED FOR STRUCTURE. NOTE: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 Sa Notes: Dimensions, details and conformation to all local codes are to be verified by owner and contractor prior to the start of construction. The designer of the home is not a licensed structural engineer or architect and will assume no responsibility for items including, but not limited to : construction technique, quality of material, workmanship, code adherence, safety, water proofing, insulation, radon, mold/mildew or other designs, specification or construction issues. It is recommended that a licensed engineer review all plans for structural integrity and verify that the home meets code for extraordinary wind or other natural stresses such as flooding, snowfall or substandard bearing soil. All structural members on the plans should be verified by the manufacturer and their licensed engineering staff. Is is also recommended that a licensed contractor be commissioned to construct the home. All door and window size are approximate rough openings. Specific manufacturer sizes vary and egress openings should be confirmed prior to construction. The home should be flashed and enclosed to meet local code. Sizes of material and products reflect accepted industry standards and in no way indicate a specific manufacturer. All building components to be installed and constructed to selected manufacturer specified installation techniques and in accordance with local building codes. Optional items may be shown on the home, within the landscaping/site plan or in the rendering for illustrative purpose only. Consult builder for standard or included features. c David Charlez Designs 2019. Do not replicate with out permission (952)428-8200. David Charlez Design retains rights to all plans and detail shown.5/8/2019 9:44:55AM04 Main LevelSDC - Gliniecki - CD -REV5- SMGliniecki ResidenceSD Custom Homes750 Main StreetSuite #223Mendota Heights, MN 551182.20.2019SMLake Marion Parcel B199th StreetLakeville, MN 55044NOTE: ANDERSEN WINDOWS (400 SERIES) ARE CALLED OUT BY WINDOW FRAME SIZE IN FEET. 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.) ATTENTION: 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: 1/4" = 1'-0"2 Detail -Passive Radon System 1" = 1'-0"3 Floor Detail - Garage Comon Wall 23' - 0"10' - 5 1/2"9' - 0 1/2"5' - 6"48' - 0"6' - 0"14' - 5 1/2"7' - 0"15' - 6 1/2"13' - 6 1/2"19' - 5 1/2"15' - 0"48' - 0"11' - 0"14' - 0"18' - 0" 43' - 0"9' - 8 3/4"9' - 8 3/4"7' - 6"7' - 6"2' - 5 1/2"12' - 0"6' - 0"17' - 0"5' - 2 3/4"5' - 2 3/4"11' - 10"2' - 2" 4' - 3 1/4"5' - 9 1/2"3' - 11 1/4" 4' - 3"5' - 6"15' - 5 3/4"2' - 6 1/2"7' - 9 1/2"6' - 2 3/4" 2' - 5 1/2"5' - 4 1/2"5' - 9 1/2"13' - 10 1/4"5' - 1"4' - 5 1/4"5' - 7"4' - 6"5' - 1 1/4"4' - 8 3/4"3' - 6 1/2"6' - 4 3/4"14' - 8 1/4"57 1/4"11"57 1/4"48 1/2"66"51"54"17 1/2"54"2X6 WALLBEDROOM #4CARPETBEDROOM #3CARPETBEDROOM #2CARPETSMOKEDET.SMOKEDET.SMOKEDET.SD/COSD/COSTAIRSWOOD11' CLG.LOFT WOOD 30"x80"DOOR30"x80" DOOR 2)24"x80"DOOR30"x80"DOOR28"x80"DOORR&S28"x80"DOORR&S30"x80"DOOROPEN TO BELOW W.I.C.CARPETW.I.C.CARPETBATHTILEJ&J BATHTILE36"x60"FBRGLSSHOWERFAN30"x60" FBRGLS TUB/SHWR 72" VANITY42" VANITYROOF TRUSSES ARE CALLED OUT AT 24" O.C. ROOF SYSTEM DESIGNER VERIFY SPACING AND ADJUST AS ALLOWED BY SPANS CEILING HEIGHT @ 8'-1 1/8" UNLESS NOTED SET WINDOW HDRS @ 84" FROM UPPER LEVEL NOTE:2X6 PLMBG WALLRAILINGRAILINGATTICACCESSROOF TRUSSES @ 24" O.C.ROOF TRUSSES @ 24" O.C. ROOF TRUSSES @ 24" O.C.ROOF TRUSSES @ 24" O.C.3"3"3"3"3"EXPOSED TREADS & RISERS 14 1/2"DN106307206207208407308409OPTIONAL DESKRECTANGLE STEEL TUBE STRINGERS, WOOD WRAPPED28"x80"DOORR&S28"x80" DOOR W.I.C.CARPET28"x80"DOOR28"x80"PKT DRLINENLINE OF CLG HGT CHANGEFANRAILING2)TW3052BEAM PER MFG SPEC.2)TW3052BEAM PER MFG SPEC.TWT2827 BEAM PER MFG SPEC. TWT2827 BEAM PER MFG SPEC.3)TW2852BEAM PER MFG SPEC.2)TWT281112)TW2852BEAM PER MFG SPEC.NOTE:GRAY REGION TO INDICATE 14" FLOOR TRUSSEDS BELOW FOR GREAT ROOM COFFERED CEILING2X6 WALLDRAWN 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 Sa Notes: Dimensions, details and conformation to all local codes are to be verified by owner and contractor prior to the start of construction. The designer of the home is not a licensed structural engineer or architect and will assume no responsibility for items including, but not limited to : construction technique, quality of material, workmanship, code adherence, safety, water proofing, insulation, radon, mold/mildew or other designs, specification or construction issues. It is recommended that a licensed engineer review all plans for structural integrity and verify that the home meets code for extraordinary wind or other natural stresses such as flooding, snowfall or substandard bearing soil. All structural members on the plans should be verified by the manufacturer and their licensed engineering staff. Is is also recommended that a licensed contractor be commissioned to construct the home. All door and window size are approximate rough openings. Specific manufacturer sizes vary and egress openings should be confirmed prior to construction. The home should be flashed and enclosed to meet local code. Sizes of material and products reflect accepted industry standards and in no way indicate a specific manufacturer. All building components to be installed and constructed to selected manufacturer specified installation techniques and in accordance with local building codes. Optional items may be shown on the home, within the landscaping/site plan or in the rendering for illustrative purpose only. Consult builder for standard or included features. c David Charlez Designs 2019. Do not replicate with out permission (952)428-8200. David Charlez Design retains rights to all plans and detail shown.5/8/2019 9:44:55AM05 Upper LevelSDC - Gliniecki - CD -REV5- SMGliniecki ResidenceSD Custom Homes750 Main StreetSuite #223Mendota Heights, MN 551182.20.2019SMLake Marion Parcel B199th StreetLakeville, MN 55044NOTE: ANDERSEN WINDOWS (400 SERIES) ARE CALLED OUT BY WINDOW FRAME SIZE IN FEET. 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.) ATTENTION: 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: First Floor 997' - 8 3/4" Second Floor 1008' - 4 5/8" Roof 1016' - 5 3/4" Basement 988' - 0" T.O. Footing 987' - 8 1/2" Top of Foundation 993' - 8 1/2" First Floor Clg. 1006' - 9 7/8" Basement Clg. 996' - 2" SLOPED CLG. VAULTED CLG. APEX 10" 12" 9' - 8 3/4"9' - 8 3/4" 30" 12" 13' - 6 1/2"3' - 6"8' - 2"6' - 0"29 1/2"9' - 1 1/8"13' - 9 7/16"24" 3/4" SUBFLOOR 18" FLOOR TRUSSES @ 19.2" O.C. ROOF TRUSSES PER MFG. SPEC. GRADE MUST BE MINIMUM OF 6" BELOW TOP OF FOUNDATION WALL B.O. FOOTING @ MIN. 42" BELOW GRADE TYPICAL SLAB CONSTRUCTION: 4" CONCRETE SLAB OVER POLY/VAPOR BARRIER OVER SAND BED GRANULAR FILL 3/4" SUBFLOOR 14" FLOOR TRUSSES @ 19.2" O.C. GIRDER TRUSS FLUSH PER MFG. SPEC. ROOF TRUSSES PER MFG. SPEC. FAMILY ROOM GAME ROOM GREAT ROOM OWNER'S SUITE BEDROOM #3W.I.C.E.H.7 3/4"Great Room Clg. Hgt.9' - 5 1/8"4"4"8' - 1 1/8"First Floor 997' - 8 3/4" Second Floor 1008' - 4 5/8" Roof 1016' - 5 3/4" Basement 988' - 0" T.O. Footing 987' - 8 1/2" Top of Foundation 993' - 8 1/2" First Floor Clg. 1006' - 9 7/8" Roof Peak 1029' - 3" 24" 15' - 0"17' - 0"11' - 0" 14" 12" 7" 12" 24"7 1/4"8' - 7"6 1/8"9' - 2 1/4"BEAM PER MFG SPEC. FLUSH 7' - 5"5' - 6"3' - 6"3' - 6"8' - 4"8' - 2"9' - 5 1/8"8' - 1 1/8"E.H.15 15/16"14" 12" 24" BEAM FLUSH PER MFG. SPEC. ALLOW FOR HVAC 3/4" SUBFLOOR 18" FLOOR TRUSSES @ 19.2" O.C. ROOF TRUSSES PER MFG. SPEC. GRADE MUST BE MINIMUM OF 6" BELOW TOP OF FOUNDATION WALL B.O. FOOTING @ MIN. 42" BELOW GRADE TYPICAL SLAB CONSTRUCTION: 4" CONCRETE SLAB OVER POLY/VAPOR BARRIER OVER SAND BED GRANULAR FILL 3/4" SUBFLOOR 14" FLOOR TRUSSES @ 19.2" O.C.3' - 6"BEDROOM #3 BATHW.I.C. foyer GREAT ROOM GAME ROOM STORAGE ROOF TRUSSES PER MFG. SPEC. 12" 3/4" SUBFLOOR 18" FLOOR TRUSSES @ 19.2" O.C. First Floor 997' - 8 3/4" Top of Foundation 993' - 8 1/2" First Floor Clg. 1006' - 9 7/8" Basement Clg. 996' - 2" Grade 993' - 2 1/2" 48" 12' - 0"12' - 0"3' - 6"GRADE MUST BE MINIMUM OF 6" BELOW TOP OF FOUNDATION WALL B.O. FOOTING @ MIN. 42" BELOW GRADE TYPICAL SLAB CONSTRUCTION: 4" CONCRETE SLAB PITCHED TOWARDS OVERHEAD DOOR SAND BED GRANULAR FILL GARAGE WALLS: INSULATE WALLS 5/8" TYPE X GP. BD. ON ALL INTERIOR GARAGE WALLS GARAGE ATTIC ROOF TRUSSES PER MFG. SPEC. Garage Storage 1003' - 7 5/8"T.O.F. TO TOP PLATE9' - 1 1/8"E.H.47 3/16"8' - 1 1/8"6' - 0"12' - 0"6' - 0" 3/4" SUBFLOOR 2x10 BOTTOM CHORD ROOF TRUSSES @ 24" O.C. GARAGE STORAGEE.H.24 3/8"24" 14" 12" First Floor 997' - 8 3/4" Top of Foundation 993' - 8 1/2" First Floor Clg. 1006' - 9 7/8" Grade 993' - 2 1/2"T.O.F. TO TOP PLATE9' - 1 1/8"E.H.19 3/16"11' - 0"11' - 0" 24"24" 14" 12"3' - 6"ROOF TRUSSES PER MFG. SPEC. GRADE MUST BE MINIMUM OF 6" BELOW TOP OF FOUNDATION WALL B.O. FOOTING @ MIN. 42" BELOW GRADE TYPICAL SLAB CONSTRUCTION: 4" CONCRETE SLAB PITCHED TOWARDS OVERHEAD DOOR SAND BED GRANULAR FILL GARAGE WALLS: INSULATE WALLS 5/8" TYPE X GP. BD. ON ALL INTERIOR GARAGE WALLS GARAGE 24"x48" FX BEAM PER MFG SPEC.T.O.F. TO WDW R.O.17' - 3"First Floor 997' - 8 3/4" Second Floor 1008' - 4 5/8" Top of Foundation 993' - 8 1/2" First Floor Clg. 1006' - 9 7/8" Grade 993' - 2 1/2"T.O.F. TO TOP PLATE11' - 1 1/8"E.H.23 3/16"12' - 0"12' - 0" ROOF TRUSSES PER MFG. SPEC. GRADE MUST BE MINIMUM OF 6" BELOW TOP OF FOUNDATION WALL B.O. FOOTING @ MIN. 42" BELOW GRADE TYPICAL SLAB CONSTRUCTION: 4" CONCRETE SLAB PITCHED TOWARDS OVERHEAD DOOR SAND BED GRANULAR FILL GARAGE WALLS: INSULATE WALLS 5/8" TYPE X GP. BD. ON ALL INTERIOR GARAGE WALLS GARAGE T.O.F. TO FIRST FLOOR48 1/4"14" 12" TYPICAL STAIRCASE CONSTRUCTION: 6'-10" MINIMUM HEADROOM (3) 11- 7/8" STAIR STRINGER w/1-1/8" x 11-1/4" PARTICLE BOARD TREADS PROVIDE 34"-36" HGT HANDRAILS & GUARDS RAILS PER CODE TYPICAL STAIRCASE LANDING CONSTRUCTION: 2-2x8 HEADER 3/4" PLYWOOD BACKING 2x8 JOISTS @ 16" O.C. 3/4" PLYWOOD STEPPED FOUNDATION VERIFY LOCATION WITH SURVEYING ENGINEER 24"12"3' - 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 Sa Notes: Dimensions, details and conformation to all local codes are to be verified by owner and contractor prior to the start of construction. The designer of the home is not a licensed structural engineer or architect and will assume no responsibility for items including, but not limited to : construction technique, quality of material, workmanship, code adherence, safety, water proofing, insulation, radon, mold/mildew or other designs, specification or construction issues. It is recommended that a licensed engineer review all plans for structural integrity and verify that the home meets code for extraordinary wind or other natural stresses such as flooding, snowfall or substandard bearing soil. All structural members on the plans should be verified by the manufacturer and their licensed engineering staff. Is is also recommended that a licensed contractor be commissioned to construct the home. All door and window size are approximate rough openings. Specific manufacturer sizes vary and egress openings should be confirmed prior to construction. The home should be flashed and enclosed to meet local code. Sizes of material and products reflect accepted industry standards and in no way indicate a specific manufacturer. All building components to be installed and constructed to selected manufacturer specified installation techniques and in accordance with local building codes. Optional items may be shown on the home, within the landscaping/site plan or in the rendering for illustrative purpose only. Consult builder for standard or included features. c David Charlez Designs 2019. Do not replicate with out permission (952)428-8200. David Charlez Design retains rights to all plans and detail shown.5/8/2019 9:44:56AM06 Cross SectionsSDC - Gliniecki - CD -REV5- SMGliniecki ResidenceSD Custom Homes750 Main StreetSuite #223Mendota Heights, MN 551182.20.2019SMLake Marion Parcel B199th StreetLakeville, MN 55044 1/4" = 1'-0"2 Cross Section - Bedroom #3 1/4" = 1'-0"1 Cross Section - Foyer/Great Rm 1/4" = 1'-0"3 Cross Section - Double Stall Garage 1/4" = 1'-0"4 Cross Section - Third Stall Garage 1/4" = 1'-0"5 Cross Section - Garage Staircase First Floor 997' - 8 3/4" Second Floor 1008' - 4 5/8" Roof 1016' - 5 3/4" Basement 988' - 0" T.O. Footing987' - 8 1/2" Top of Foundation 993' - 8 1/2" First Floor Clg. 1006' - 9 7/8" Basement Clg. 996' - 2" Roof Peak 1029' - 3" Garage Storage 1003' - 7 5/8" T.O.F. 993' - 8 1/2"3' - 6"8' - 2"9' - 1 1/8"8' - 1 1/8"E.H.25 11/16"6' - 0"29 1/2"9' - 1 1/8"T.O.F. TO TOP PLATE9' - 1 1/8"T.O.F. TO WDW R.O.90"4' - 0 1/4"7' - 0 7/8"24 1/4"E.H.15 13/16"T.O.F. TO TOP PLATE11' - 1 1/8"20 11/16" 9' - 0" 24" 24" 24" ROOF TRUSSES PER MFG. SPEC. GRADE MUST BE MINIMUM OF 6" BELOW TOP OF FOUNDATION WALL B.O. FOOTING @ MIN. 42" BELOW GRADE TYPICAL SLAB CONSTRUCTION: 4" CONCRETE SLAB OVER POLY/VAPOR BARRIER OVER SAND BED GRANULAR FILL 3/4" SUBFLOOR 18" FLOOR TRUSSES @ 19.2" O.C. ROOF TRUSSES PER MFG. SPEC.ROOF TRUSSES PER MFG. SPEC. 3/4" SUBFLOOR 18" FLOOR TRUSSES @ 19.2" O.C. GRADE MUST BE MINIMUM OF 6" BELOW TOP OF FOUNDATION WALL B.O. FOOTING @ MIN. 42" BELOW GRADE 14" 12" 14" 12" 10" 12" 14" 12" BATH MECHANICAL ROOM GUEST BEDROOM GARAGE MUD ROOM kitchen BEDROOM #4W.I.C. GARAGE WALLS: INSULATE WALLS 5/8" TYPE X GP. BD. ON ALL INTERIOR GARAGE WALLS ATTIC ROOF TRUSSES PER MFG. SPEC. 3/4" SUBFLOOR 2x10 BOTTOM CHORD ROOF TRUSSES @ 24" O.C. GARAGE STORAGE BEAM FLUSH PER MFG. SPEC. BEAM FLUSH PER MFG. SPEC. 24" 12' - 0" ROOF TRUSSES PER MFG. SPEC. 4' - 0"8' - 1 1/8"24"10' - 3"5' - 0"5' - 9"6"KITCHEN ISLAND UPSET First Floor 997' - 8 3/4" Second Floor1008' - 4 5/8" Basement 988' - 0" T.O. Footing 987' - 8 1/2" Top of Foundation 993' - 8 1/2" First Floor Clg. 1006' - 9 7/8"8' - 2"9' - 1 1/8"E.H.29 9/16"24" 8' - 0"7' - 0"7' - 0" 12"3' - 6"42"6' - 0"29 1/2"3/4" SUBFLOOR 18" FLOOR TRUSSES @ 19.2" O.C. ROOF TRUSSES PER MFG. SPEC. GRADE MUST BE MINIMUM OF 6" BELOW TOP OF FOUNDATION WALL B.O. FOOTING @ MIN. 42" BELOW GRADE TYPICAL SLAB CONSTRUCTION: 4" CONCRETE SLAB OVER POLY/VAPOR BARRIER OVER SAND BED GRANULAR FILL DECK ROOF TRUSSES PER MFG. SPEC. DECK COLUMNS: 3/4" COMPOSITE WRAP 12x12 TRD. POST ON 18" SONO TUBE @ 42" BELOW GRADE MECH. ROOM CHANGING ROOM GARAGE L'DRY DINING T.O.F. TO TOP PLATE11' - 1 1/8"24 1/4"T.O.F. TO TOP PLATE9' - 1 1/8"24"14" 12" 2x12 JOISTS @ 16" O.C. 4' - 0" First Floor 997' - 8 3/4" Second Floor1008' - 4 5/8" Roof 1016' - 5 3/4" Basement 988' - 0" T.O. Footing 987' - 8 1/2" Top of Foundation 993' - 8 1/2" First Floor Clg. 1006' - 9 7/8" Basement Clg. 996' - 2" 24" 24" 24" 17' - 0"17' - 0" 14" 12" 7" 12" 14" 12"8' - 2"9' - 1 1/8"8' - 1 1/8"E.H.15 15/16"8' - 2"9' - 1 1/8"E.H.29 9/16"CLG APEX13' - 9 7/16"8" 12"3' - 6"6' - 0"BEAM FLUSH PER MFG. SPEC. 3/4" SUBFLOOR 18" FLOOR TRUSSES @ 19.2" O.C. ROOF TRUSSES PER MFG. SPEC. GRADE MUST BE MINIMUM OF 6" BELOW TOP OF FOUNDATION WALL B.O. FOOTING @ MIN. 42" BELOW GRADE TYPICAL SLAB CONSTRUCTION: 4" CONCRETE SLAB OVER POLY/VAPOR BARRIER OVER SAND BED GRANULAR FILL 3/4" SUBFLOOR 18" FLOOR TRUSSES @ 19.2" O.C. ROOF TRUSSES PER MFG. SPEC. BEDROOM #2 OWNER'S SUITE owner's bath W.I.C. FAMILY ROOM STORAGE First Floor 997' - 8 3/4" Second Floor1008' - 4 5/8" Roof 1016' - 5 3/4" Basement 988' - 0" T.O. Footing 987' - 8 1/2" First Floor Clg. 1006' - 9 7/8" Basement Clg. 996' - 2"8' - 1 1/8"9' - 1 1/8"8' - 2"36"11' - 1 1/8"17 RISERS10' - 7 7/8"16 RISERS9' - 8 3/4"3/4" SUBFLOOR 18" FLOOR TRUSSES @ 19.2" O.C. ROOF TRUSSES PER MFG. SPEC. TYPICAL SLAB CONSTRUCTION: 4" CONCRETE SLAB OVER POLY/VAPOR BARRIER OVER SAND BED GRANULAR FILL STAIRCASE BEAM FLUSH PER MFG. SPEC. BEAM FLUSH PER MFG. SPEC.5/4" 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. 2" 2" x 2" TRIM BD.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 Sa Notes: Dimensions, details and conformation to all local codes are to be verified by owner and contractor prior to the start of construction. The designer of the home is not a licensed structural engineer or architect and will assume no responsibility for items including, but not limited to : construction technique, quality of material, workmanship, code adherence, safety, water proofing, insulation, radon, mold/mildew or other designs, specification or construction issues. It is recommended that a licensed engineer review all plans for structural integrity and verify that the home meets code for extraordinary wind or other natural stresses such as flooding, snowfall or substandard bearing soil. All structural members on the plans should be verified by the manufacturer and their licensed engineering staff. Is is also recommended that a licensed contractor be commissioned to construct the home. All door and window size are approximate rough openings. Specific manufacturer sizes vary and egress openings should be confirmed prior to construction. The home should be flashed and enclosed to meet local code. Sizes of material and products reflect accepted industry standards and in no way indicate a specific manufacturer. All building components to be installed and constructed to selected manufacturer specified installation techniques and in accordance with local building codes. Optional items may be shown on the home, within the landscaping/site plan or in the rendering for illustrative purpose only. Consult builder for standard or included features. c David Charlez Designs 2019. Do not replicate with out permission (952)428-8200. David Charlez Design retains rights to all plans and detail shown.5/8/2019 9:44:57AM07 Cross SectionsSDC - Gliniecki - CD -REV5- SMGliniecki ResidenceSD Custom Homes750 Main StreetSuite #223Mendota Heights, MN 551182.20.2019SMLake Marion Parcel B199th StreetLakeville, MN 55044 1/4" = 1'-0"2 Cross Section - Garage/Kitchen 1/4" = 1'-0"1 Cross Section - Laundry/Dining 1/4" = 1'-0"3 Cross Section - Owner's Suite 1/4" = 1'-0"4 Cross Section - Staircase Box Vault 1" = 1'-0"5 Stool & Apron Trim Detail First Floor 997' - 8 3/4" Second Floor 1008' - 4 5/8" Roof 1016' - 5 3/4" Basement 988' - 0" T.O. Footing 987' - 8 1/2" Top of Foundation 993' - 8 1/2" First Floor Clg. 1006' - 9 7/8" Basement Clg. 996' - 2" Roof Peak 1029' - 3" 38 1/2" 23' - 6 1/2"5' - 2 3/4"5' - 2 3/4"10' - 6 3/4" 18"3' - 6"8' - 2"9' - 1 1/8"E.H.11"8' - 4"23' - 5 1/4"9' - 2 1/4"12' - 7 7/8"E.H.42 1/2"14" 12"14" 12" 6" 12" 3/4" SUBFLOOR 18" FLOOR TRUSSES @ 19.2" O.C. ROOF TRUSSES PER MFG. SPEC. GRADE MUST BE MINIMUM OF 6" BELOW TOP OF FOUNDATION WALL B.O. FOOTING @ MIN. 42" BELOW GRADE TYPICAL SLAB CONSTRUCTION: 4" CONCRETE SLAB OVER POLY/VAPOR BARRIER OVER SAND BED GRANULAR FILL ROOF TRUSSES PER MFG. SPEC. ROOF TRUSSES PER MFG. SPEC. MECHANICAL ROOM FRONT PORCH L'DRYMUD ROOM STAIRS FRAME DOWN CLG. TO COULMN HGT.E.H.41 3/8"11 1/4"BEAM FLUSH PER MFG. SPEC. First Floor 997' - 8 3/4" Second Floor 1008' - 4 5/8" Roof 1016' - 5 3/4" Basement 988' - 0" T.O. Footing 987' - 8 1/2" Top of Foundation 993' - 8 1/2" First Floor Clg. 1006' - 9 7/8" Basement Clg. 996' - 2" Roof Peak 1029' - 3"3' - 6"8' - 2"9' - 5 1/8"8' - 1 1/8"12" 24" 24" 24" 28' - 0"15' - 0"17 RISERS10' - 7 7/8"16 RISERS9' - 8 3/4"36"51 1/16"14 5/8"51 1/16"52 5/8"15 1/16"52 5/8"7 1/2"11' - 0" GAP 14 1/2"25' - 9 1/4"6' - 0"1' - 10 1/8"11' - 10 7/8"12' - 0 1/4"14" 12" 15' - 0 1/2" 11"7 5/16"11"7 1/2"8" BUILD-OUTGAME ROOM STAIRCASE GREAT ROOM PKT. OFFICE BEDROOM #3LOFT ROOF TRUSSES PER MFG. SPEC. GRADE MUST BE MINIMUM OF 6" BELOW TOP OF FOUNDATION WALL B.O. FOOTING @ MIN. 42" BELOW GRADE TYPICAL SLAB CONSTRUCTION: 4" CONCRETE SLAB OVER POLY/VAPOR BARRIER OVER SAND BED GRANULAR FILL 3/4" SUBFLOOR 18" FLOOR TRUSSES @ 19.2" O.C. BEAM DROPPED PER MFG. SPEC. BEAM FLUSH PER MFG. SPEC. BEAM FLUSH PER MFG. SPEC. EXPOSED TREADS & RISERS TYPICAL STAIRCASE CONSTRUCTION: 6'-10" MINIMUM HEADROOM (4) 11- 7/8" STAIR STRINGER w/1-1/8" x 11-1/4" PARTICLE BOARD TREADS PROVIDE 34"-36" HGT HANDRAILS & GUARDS RAILS PER CODE TYPICAL STAIRCASE LANDING CONSTRUCTION: 2-2x8 HEADER 3/4" PLYWOOD BACKING 2x8 JOISTS @ 16" O.C. 3/4" PLYWOOD 3/4" SUBFLOOR 14" FLOOR TRUSSES @ 19.2" O.C. RECTANGLE STEEL TUBE STRINGER SUPPORT WOOD WRAPPED SUSPENDED STAIRCASE CONSTRUCTION: 6'-10" MINIMUM HEADROOM RECTANGLE ST'L TUBE STRINGER, WOOD WRAPPED w/1-1/8" x 11-1/4" PARTICLE BOARD TREADS PROVIDE 34"-36" HGT HANDRAILS & GUARDS RAILS PER CODE STAIRCASE LANDING 3/4" SUBFLOOR 18" FLOOR TRUSSES @ 19.2" O.C.9' - 1 1/8"4"12"24"24"24"24"12"12" 24"30"30"20 3/16" 24"12"24"24"12"12"24" 12"18"24"24"24"24"12"12"6" 24" 24"12' - 0"26' - 6" 6" 7' - 0" 24"24"12"36"5' - 0"16' - 0" 24"38 1/2"10" / 12"10" / 12"6" / 12"14" / 12"14" / 12"14" / 12"14" / 12"14" / 12"ENGINEERING ROOF TRUSSES PER MFG. SPEC. MANUFACTURE WILL PROVIDE ALL ENGINEERING DRAWING AND SPECIFICS OVERHANG DIMENSIONS ARE TO FACE OF FRAMING ICE AND WATER ALL ADJOINING ROOFS NOTE:RIDGE VENT10:12 SLOPE6:12 SLOPE SADDLE14:12 SLOPE 14:12 SLOPE14:12 SLOPE14:12 SLOPE RIDGE VENT 14" / 12" 14" / 12" 14" / 12" 14" / 12" 14" / 12" 7" / 12" 14" / 12"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 Sa Notes: Dimensions, details and conformation to all local codes are to be verified by owner and contractor prior to the start of construction. The designer of the home is not a licensed structural engineer or architect and will assume no responsibility for items including, but not limited to : construction technique, quality of material, workmanship, code adherence, safety, water proofing, insulation, radon, mold/mildew or other designs, specification or construction issues. It is recommended that a licensed engineer review all plans for structural integrity and verify that the home meets code for extraordinary wind or other natural stresses such as flooding, snowfall or substandard bearing soil. All structural members on the plans should be verified by the manufacturer and their licensed engineering staff. Is is also recommended that a licensed contractor be commissioned to construct the home. All door and window size are approximate rough openings. Specific manufacturer sizes vary and egress openings should be confirmed prior to construction. The home should be flashed and enclosed to meet local code. Sizes of material and products reflect accepted industry standards and in no way indicate a specific manufacturer. All building components to be installed and constructed to selected manufacturer specified installation techniques and in accordance with local building codes. Optional items may be shown on the home, within the landscaping/site plan or in the rendering for illustrative purpose only. Consult builder for standard or included features. c David Charlez Designs 2019. Do not replicate with out permission (952)428-8200. David Charlez Design retains rights to all plans and detail shown.5/8/2019 9:45:00AM08 Cross SectionsSDC - Gliniecki - CD -REV5- SMGliniecki ResidenceSD Custom Homes750 Main StreetSuite #223Mendota Heights, MN 551182.20.2019SMLake Marion Parcel B199th StreetLakeville, MN 55044 1/4" = 1'-0"3 Cross Section - Front Porch/Laundry 1/4" = 1'-0"2 Cross Section - Staircase 4 Great Room Ceiling 331 SF MECHANICAL ROOM 267 SF UNFINISHED STORAGE 1347 SF LOWER LEVEL 858 SF GARAGE 1969 SF MAIN LEVEL 177 SF DECK 80 SF FRONT PORCH 1102 SF UPPER LEVEL 116 SF STAIRCASE 3' - 6"8' - 2"18 3/4"9' - 1 1/8"18 3/4"E.H.25 11/16"20 11/16" 24"UPPER LEVEL WINDOW HEADER HEIGHT84"MAIN LEVEL WINDOW HEADER HEIGHT96"LOWER LEVEL WINDOW HEADER HEIGHT84"14" 12" 14" 12"ROOF, CEILING & EAVE CONSTRUCTION: WALL CONSTRUCTION: FOUNDATION WALL & BASEMENT SLAB CONSTRUCTION: MAIN LEVEL CONSTRUCTION: UPPER LEVEL CONSTRUCTION: ARCHITECTURAL GRADE ASPHALT SHINGLES #15FELT & ICE & WATER SHIELD (6'-0") 1/2" OSB SHEATHING w/STEEL CLIPS TRUSSES @ 24" O.C. (PER MFG. SPEC.) BAFFLES w/1" AIR SPACE 2X4 LOOKOUTS 2X8 SUB FASCIA w/ 8" COMPOSITE FASCIA COMPOSITE VENTED SOFFITS COMPOSITE FRIEZE BOARDS R-50 BLOWN INSULATION POLY VAPOR BARRIER 5/8" GYP. BRD. CEILING 3/4" T&G PLYWOOD SUBFLOOR GLUED & SCREWED 18" FLOOR TRUSSES @ 19.2" O.C. (FLOOR SYSTEM DESIGNER TO VERIFY SIZE & SPACING BASED ON SPANS) 5/8" GYP. BRD. ON CEILING SPRAY INSULATE RIMS (R-21) SIDING PER ELEVATION HOUSE WRAP (WRAP WINDOWS PER MFG. SPEC.) 1/2" OSB SHEATHING 2X6 STUDS @16" O.C. DBL. TOP PLATE R-21 WALL INSULATION 4 MIL POLY VAPOR BARRIER 1/2" GYP. BRD. 2X6 SOLE PLATE ALL DETAILS TO CONFORM W/ ENERGY CODE 3/4" T&G PLYWOOD SUBFLOOR GLUED & SCREWED 18" FLOOR TRUSSES @ 19.2" O.C. (FLOOR SYSTEM DESIGNER TO VERIFY SIZE & SPACING BASED ON SPANS) FLASHING UNDER SILLS & STOOPS TREATED 2X6 SILL PLATE w/ SEALER 1/2" ANCHOR BOLTS @ 6' O.C. & 1' FROM CORNERS 5/8" GYP. BRD. ON CEILING SPRAY INSULATE RIMS (R-21) WATERPROOFING EXTERIOR THERMAL WALL: 2" RIGID INSULATION (R-10) APPLIED TO EXTERIOR, PROVIDE FLASHING TO COVER EXPOSED INSULATION POURED CONC. WALL PER PLAN REINFORCE WALLS PER CODE AND ENGINEER'S SPECIFICATIONS 20" X 8" CONTINUOUS CONC. FOOTING UNLESS OTHERWISE NOTED 4" CONC. SLAB VAPOR/MOISTURE BARRIER PER IRC SECTION 506 EXTENDING UP THE WALL AND SEALED TO FOUNDATION WALL 4" SAND/AGGREGATE FILL INTERIOR & EXTERIOR 4" DIA. PERFORATED DRAIN TILE PIPED TO SUMP BASKET INTERIOR THERMAL WALL: 1" RIGID INSULATION (R-5) 2x4 STUDS @ 16" O.C. 2x4 TRD. PLATE 1/2" GYP BD.8' - 1 1/8"8' - 4"13"42"66"2 1/4"48"9' - 3 1/2"66"FRAMING 30"9' - 2 1/4"FRAMING 13 1/2" FRAMING 13 1/2" FRAMING 48"9 1/4"9 1/4"5 1/4" 24" FRAMING 37 1/2" FRAMING GAP 10 1/2"7' - 5"16 7/16"22 3/8"FRAMING38 13/16"FINISHED 30" 60.90° BEAM PER MFG SPEC. FLUSH ROOF TRUSSES PER MFG. SPEC.6x6 STRUCTURAL POST14" 12" COLUMN CONSTRUCTION: 2X10 TOP/BOTTOM COLLAR 3/4" COMPOSITE WRAP 1/2" TRD. PLYWOOD 2X4 FRAMED BOX 6X6 TRD. STRUCTURAL POST COLUMN BASE: 2-1/4" STONE CAP CULTURED STONE GROUT JOINTS 1/2" TRD. PLYWOOD 2X4 FRAMED BOX 6X6 TRD. STRUCTURAL POST COLUMN FOUNDATION: (SEE FOUNDATION PLAN FOR FULL DETAILS) 53"x29"x72" POURED CONC. PIER ON 60"x41"x8" CONC. FOOTING REBAR PER CODEWING WALL FOUNDATION: (SEE FOUNDATION PLAN FOR FULL DETAILS) 29"x30"x66" POURED CONC. PIER ON 60"x42"x8" CONC. FOOTING REBAR PER CODE WING WALL CONSTRUCTION: 2-1/4" STONE CAP CULTURED STONE GROUT JOINTS 1/2" TRD. PLYWOOD 2X4 FRAMED BOX 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 Sa Notes: Dimensions, details and conformation to all local codes are to be verified by owner and contractor prior to the start of construction. The designer of the home is not a licensed structural engineer or architect and will assume no responsibility for items including, but not limited to : construction technique, quality of material, workmanship, code adherence, safety, water proofing, insulation, radon, mold/mildew or other designs, specification or construction issues. It is recommended that a licensed engineer review all plans for structural integrity and verify that the home meets code for extraordinary wind or other natural stresses such as flooding, snowfall or substandard bearing soil. All structural members on the plans should be verified by the manufacturer and their licensed engineering staff. Is is also recommended that a licensed contractor be commissioned to construct the home. All door and window size are approximate rough openings. Specific manufacturer sizes vary and egress openings should be confirmed prior to construction. The home should be flashed and enclosed to meet local code. Sizes of material and products reflect accepted industry standards and in no way indicate a specific manufacturer. All building components to be installed and constructed to selected manufacturer specified installation techniques and in accordance with local building codes. Optional items may be shown on the home, within the landscaping/site plan or in the rendering for illustrative purpose only. Consult builder for standard or included features. c David Charlez Designs 2019. Do not replicate with out permission (952)428-8200. David Charlez Design retains rights to all plans and detail shown.5/8/2019 9:45:01AM09 Square Footage CalculationsSDC - Gliniecki - CD -REV5- SMGliniecki ResidenceSD Custom Homes750 Main StreetSuite #223Mendota Heights, MN 551182.20.2019SMLake Marion Parcel B199th StreetLakeville, MN 55044LOWER LEVEL: SQUARE FOOTAGE CALCULATIONS 1347 SQ. FT. LOWER LEVEL 331 SQ. FT. MECHANICAL ROOM 267 SQ. FT. UNFINISHED STORAGE 1969 SQ. FT. MAIN LEVEL 858 SQ. FT. GARAGE 177 SQ. FT. DECK 80 SQ. FT. FRONT PORCH 1102 SQ. FT. UPPER LEVEL 116 SQ. FT. STAIRCASE 4418 SQ. FT. FINISHED TOTAL (DOES NOT INCLUDE UPPER LEVEL STAIRCASE) GENERAL NOTES 1. ALL EXTERIOR WALLS TO BE CONSTRUCTED OF 2x6 STUDS @ 16" O.C. 2. ALL INTERIOR WALLS TO BE CONSTRUCTED OF 2x4 STUDS @ 16" O.C. (UNLESS OTHERWISE NOTED) 3. WALLS ADJACENT TO GARAGE SPACE SHALL BE 2x6 WITH A 1 HR. FIRE RATING 4. STRUCTURAL WALLS TO HAVE A FIRE RATING OF 1 HR. 5. ALL DIMENSIONS LINES TO BE TO CENTERLINE OF STUDS TO FACE OF STUD 6. PROVIDE ROOF VENTILATION 1 SQ.FT. PER 300 SQ.FT. OF ROOF AREA. 50% AT RIDGE AND 50% AT SOFFIT-MIN 7.ALL INTERIOR DOOR HEAD HEIGHT TO BE VERIFIED BY BUILER UNLESS OTHERWISE NOTED. UNDERCUT MIN 1" 8. ALL STRUCTURAL MEMBERS TO BE VERIFIED BY MANF. AND A STRUCTURAL ENGINEER. 9. ALL WINDOW UNITS ABOVE TUB DECK AND/OR WITHIN 18" OF THE FLOOR AND/OR 24" OF A DOORWAY SHALL BE TEMPERED GLASS 10. PROVIDE AN APPROVED ICE AND WATER ROOFING STARTER EDGE PER CODE OR EQUIVALENT 11. WRAP ALL CANTILEVERS WITH AN APPROVED POLY AND SPRAY FOAM FLOOR 12. SLOPE FINISHED GRADE AWAY FROM THE HOUSE ON ALL SIDES 13. 1/2" AIR SPACE ON EACH SIDE OF MICRO-LAM BEAM & MIN 3" BEARING ON CONCRETE 14. EXTERIOR RAILING TO BE MIN OF 36" HIGH AND BUILT AS TO NOT ALLOW A 4" SPHERE TO PASS THROUGH 15. ALL COMPONENTS TO BE INSTALLED TO MANF. SPEC OR LOCAL CODE 16. ALL WOOD IN DIRECT CONTACT WITH CONCRETE OR MASONRY IS TO BE PRESSURE TREATED OR WOOD SPECIES THAT HAS A NATURAL RESISTANCE TO DECAY 17. PROVIDE A WATER RESISTIVE GYP BOARD AROUND ALL SHOWERS AND TUBS 18. LIGHT OR FAN HOUSING SYSTEM RECESSED THROUGH AN EXTERIOR VAPOR BARRIER SHALL BE OF THE AIR SEALED TYPE OR BE BOXED AND SEALED PER CODE 19. PROVIDE DRAFT STOPS PER UBC 708.3 20. FIRE BLOCK ALL CHASES AT EACH FLOOR-CEILING ASSEMBLY OR AT 10' MAX INTERVALS 21. ALL SMOKE DETECTORS TO BE HARD WIRED WITH BATTERY BACKUP PER CODE 22. MAINTAIN A 6" SEPARATION BETWEEN GRADE AND WOOD 23. CAULK AND FLASH AROUND ALL EXTERIOR OPENINGS 24. PLUMBING PENETRATIONS IN WALL ASSEMBLY SHALL BE FIRE CAULKED WITH LISTED MATERIALS 25. BLOCK PATIO DOORS WITHOUT A DECK 26. SMOKE DETECTORS SHALL BE MIN 16" AWAY FROM WALL AND INSTALL TO MANF. SPEC 27. NO OPENING IN ROOF WITHIN 5' OF PROPERTY LINES 28. 10% OF THE FLOOR AREA IS REQUIRED FOR LIGHT AND VENTILATION IN ALL HABITABLE ROOMS 29. ON EXTERIOR, GRIPPABLE HANDRAILS 34" TO 36" IN HEIGHT FROM THE NOSE OF THE STAIRS 30. COMBUSTION AIR DUCTS 12" OFF THE FLOOR OR RETURN AIR PLENUM WHEN REQUIRED (IMC703) 31. PROVIDE PLUMBING ACCESS AT ALL TUBS EXCEPT WHEN TRAPS & OVERFLOW GLUED 32. PROVIDE 50 cfm OR 20 cfm CONTINUOUS VENTILATION OR OPERABLE WINDOW (ASHRAE 62-2001 6.1) 33. DRYER VENT TO THE EXTERIOR- INSULATE LAST 3 FEET MIN 36" CLEARANCE TO OTHER OPENINGS: (IMC504.4, 401.52 AND 604.1) 34. CERAMIC TILE TO BE APPLIED OVER GREEN BOARD, CEMENT BOARD, WONDER BOARD OR OTHER APPROVED MATERIAL TO A HEIGHT OF 70" ABOVE DRAIN INLET IN SHOWERS. CEMENT BOARD MUST BE USED ON EXTERIOR WALLS UNDERNEATH TILE AND OVER THE VAPOR BARRIER (R307) 35. TRUSS PLANS STAMPED AND APPROVED BY MANF. SHALL BE ON THE JOB SITE. ALTERATIONS TO TRUSSES REQUIRE AN ENGINEER'S APPROVAL 36. RAFTERS SHALL BE FRAMED TO MIN 1" THICK RIDGE BOARD NOT LESS THAN THE DEPTH OF THE CUT END OF THE RAFTERS OR NAILED TO EACH OTHER WITH A GUSSET PLATE A TIE. THE RIDGE BOARD MUST BE SUPPORTED ON END WALL OR MIN 2x4 COLLAR TIES ARE REQUIRED AT MIN 4" O.C. 37. 4-MIL VAPOR BARRIER ON WARM IN WINTER SIDE OF EXTERIOR WALLS AND CEILING. FIRE RETARDANT VAPOR BARRIER MAY BE LEFT UNCOVERED 38. WIND-WASH AT AL EAVES, CORNERS, OVERHANGS, AND BY WINDOWS. SHEATHING INSULATION DAM @ CEILING CHANGES 39. WEATHER-RESISTIVE BARRIER-i.e. BUILDING WRAP TABLE R703.4 40. HOT WATER PIPING LOCATED OUTSIDE OF CONDITIONED SPACE WILL BE INSULATED TO AT LEAST R-3 41. ATTIC ACCESS DOORS FROM CONDITIONED TO UNCONDITIONED SPACES SHALL BE WEATHERED-STRIPPED AND INSULATED. 42. NEW WOOD-BURNING FIREPLACES WILL HAVE TIGHT-FITTING FLUE DAMPERS AND OUTDOOR COMBUSTION AIR. 43. FOR WINDOWS WHERE THE LOWEST PART OF THE WINDOW OPENING IS MORE THAN 6' ABOVE THE GROUND, THE LOWEST PART OF OPENING SHALL BE MIN. OF 36" ABOVE THE FINISHED FLOOR. EXCEPTIONS INCLUDE WINDOWS THAT DO NOT OPEN MORE THAN 4", WINDOWS WITH FALL PROTECTION, AND WINDOWS THAT HAVE OPENING CONTROL DEVICES. 44. DWELLINGS WITH ATTACHED GARAGES OR FUEL FIRED EQUIPMENT MUST BE EQUIPPED WITH CARBON MONOXIDE ALARMS OUTSIDE OF, BUT NO FURTHER THAN 10' FROM , EACH SLEEPING AREA OR BEDROOM. 45. FOOTINGS SHALL HAVE A MIN. COMPRESSIVE STRENGTH OF 5,000 psi. 46. A MIN. 1/2" GYPSUM BOARD MEMBRANE, OR 5/8" WOOD STRUCTURAL PANEL MEMBRANE, SHALL BE PROVIDED ON THE UNDERSIDE OF FLOOR ASSEMBLIES. EXCEPTIONS A.DWELLINGS EQUIPPED WITH SPRINKLER SYSTEM. B.CRAWLSPACES C.PORTIONS OF FLOOR ASSEMBLIES WITH PROPORTIONALLY SMALL AREA. D. FLOOR ASSEMBLIES CONSTRUCTED OF SOLID SAWN LUMBER OR STRUCTURAL COMPOSITE LUMBER WITH MIN. NOMINAL DIMENSIONS OF 2"x10". 47. DECKS SUPPORTED BY ATTACHMENT TO AN EXTERIOR WALL SHALL BE POSITIVELY ANCHORED TO THE PRIMARY STRUCTURE AND DESIGNED FOR BOTH VERTICAL AND LATERAL LOADS. 48. FLASHING WITH A MIN. 3 1/2" VERTICAL ATTACHMENT FLANGE IS REQUIRED AT THE INTERSECTION OF THE FOUNDATION AND RIM JOIST FRAMING WHEN THE EXTERIOR WALL COVERING DOES NOT LAP THE FOUNDATION INSULATION. THE FLASHING MUST EXTEND A MIN. OF 1" BELOW THE FOUNDATION PLATE LINE, AND THE REQUIRED WATER-RESISTIVE BARRIER MUST LAP OVER THE ATTACHMENT FLANGE. 49. BUILDING FRAMING CAVITIES SHALL NOT BE USED AS DUCTS OR PLENUMS 1" = 10'-0"1 Basement 1" = 10'-0"2 First Floor 1" = 10'-0"3 Second Floor 1/2" = 1'-0"4 Detail - Typical Wall Section 3/8" = 1'-0"5 Detail - Column Section View FINISHED TOTAL: UPPER LEVEL: MAIN LEVEL: ALL BEAMS BYOTHERSH2H1H1H1H1H1H1H1H1H1K1K1L2L1L1L1L1L1M2M1M1M1M1M2W2W1W1W1W1W1T2T1T1T1T1T1T1N3Q1J1J1J1N6N5N4N4N2N1S3S2S1S1S1S1S1R1K2S4U1Z1Z1Z1Z1Z1Z1Z1Z1Z1Z1Z1Z1Z1Z1Z1Z1Z1Z1Z1Z1Z1Z1Z1Z1Z1Z1Z1Z1Z1Z1Z1Z1Z1Z1Z1Z1Z1Z1Z1Z1Z1Z1Z1Z1Z1Z1Z1Z1Z1Z1Z1Z3Z2Z2Z2Z2Z2X1P2P1P1P1P1P1P1P1P1P1P1P1P4P3P3P3P3P3P11P10P10P10P10P10P10P9P8P7P6P5P523-00-008-00-00 6-00-00 10-00-00 6-00-00 4-00-00 4-00-0061-00-0014-00-0019-00-0015-00-00 13-00-0061-00-001-06-0012-00-0023-00-0011-00-0034-00-0081-06-001-06-0012-00-0024-00-008-00-00 14-00-00 14-00-00 6-00-002-00-0081-06-00G3G1G1G1G1G1G2A2A1A1A1A1A1A1E3E2E1E4B2B3B1B1B1D7D6D6C1C2C2C2C2D5D4D3D2D1V1V1V1V1V1V2V3V4V5V6Customer: Dakota County LumberJob Number: 308382-AHome Owner: SD / GLINECKI RESJob Name: RoofSite Address: 199 TH ST Sales Rep: John HummelCity, ST, ZIP: LAKEVILLE MN Designer: <<UN ASSIGNED>>2926 Lone Oak Circle, St. Paul, MN 55121Ph: 651-454-3610 Fax: 651-454-4765Date: 4/16/2019Version: 8.3.0.234 FLUSH BMBY OTHERSF9F11F12F8F10F9F1F1F1F1F1F1F1F1F2F2F2F2F2F2F3F3F3F3F3F3F4F5F5F5F5F5F5F5F5F5F6F6F6F6F6F7F7F723-00-0010-06-0023-06-00 4-00-0061-00-0014-00-0019-00-0015-00-00 13-00-0061-00-0011-00-0034-00-0045-00-001-00-008-00-00 14-00-00 14-00-00 6-00-002-00-0045-00-0020-08-1211-00-0810-071-07-031-07-031-07-031-07-031-07-031-07-031-07-031-07-031-07-031-07-031-07-031-07-031-07-031-07-031-07-031-07-031-07-031-07-031-07-031-07-031-07-031-07-031-07-031-07-031-07-031-07-031-07-031-07-031-07-031-07-031-07-031-07-031-07-031-07-031-07-031-07-03Customer: Dakota County LumberJob Number: 308382-BHome Owner: SD / GLINECKI RESJob Name: FloorSite Address: 199 TH ST Sales Rep: John HummelCity, ST, ZIP: LAKEVILLE MN Designer: <<UN ASSIGNED>>2926 Lone Oak Circle, St. Paul, MN 55121Ph: 651-454-3610 Fax: 651-454-4765Date: 4/16/2019Version: 8.3.0.234 ALL BEAMS BYOTHERSFF9FF2FF7FF1FF1FF1FF1FF1FF1FF1FF1FF3FF3FF3FF3FF3FF3FF4FF4FF4FF4FF5FF5FF6FF8FF8FF8FF8FF8FF8FF8FF8FF8FF5FF5FF5FF5FF5FF5FF5FF5FF5FF6FF6FF6FF6FF6FF6FF6FF6FF6FF5FF323-00-008-00-00 6-00-00 10-00-00 6-00-00 4-00-00 4-00-0061-00-0014-00-0019-00-0015-00-00 13-00-0061-00-001-06-0012-00-0023-00-0011-00-0034-00-0081-06-001-06-0012-00-0024-00-008-00-00 14-00-00 14-00-00 6-00-002-00-0081-06-00Customer: Dakota County LumberJob Number: 308382-BHome Owner: SD / GLINECKI RESJob Name: FloorSite Address: 199 TH ST Sales Rep: John HummelCity, ST, ZIP: LAKEVILLE MN Designer: <<UN ASSIGNED>>2926 Lone Oak Circle, St. Paul, MN 55121Ph: 651-454-3610 Fax: 651-454-4765Date: 4/16/2019Version: 8.3.0.234 Bold/italic values have been manually overridden Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2019-Apr-14 12:08:12 Right-Suite® Universal 2018 18.0.10 RSU16575 Page 1 G:\binder heating\gliniecki residence.rup Calc = MJ8 Front Door faces: SW Job:Load Short Form Apr 14, 2019Date:Entire House By: Anthony Ledo St. Paul, Mn 55105 Phone: 763-229-4252 Project Information Gliniecki Residence, Binder HeatingFor: Lake Marion Parcial B,199th St, Lakeville, mn Design Information InfiltrationClgHtg SimplifiedMethod88-15Outside db (°F) AverageConstruction quality7572Inside db (°F) 0Fireplaces1387Design TD (°F) M-Daily range 5030Inside humidity (%) 2834Moisture difference (gr/lb) HEATING EQUIPMENT COOLING EQUIPMENT Make Lennox Make Lennox Trade LENNOX Trade LENNOX Model ML193UH110XP60C-*Cond XC16-060-230-05 AHRI ref 4792833 Coil C33-62C+EL195UH110XE60C*+TDR+TXV AHRI ref 6564076 Efficiency 93 AFUE Efficiency 12.2 EER, 15.5 SEER Heating input Btuh110000 Sensible cooling Btuh40250 Heating output Btuh104000 Latent cooling Btuh17250 Temperature rise °F51 Total cooling Btuh57500 Actual air flow cfm1917 Actual air flow cfm1917 Air flow factor cfm/Btuh0.024 Air flow factor cfm/Btuh0.047 Static pressure in H2O0 Static pressure in H2O0 Space thermostat Load sensible heat ratio 0.87 ROOM NAME Area Htg load Clg load Htg AVF Clg AVF (ft²)(Btuh)(Btuh)(cfm)(cfm) below Grade 980 8209 1976 199 93 walk out 1023 17801 7955 432 375 main floor 1998 33168 21675 805 1022 upper level 1217 19836 9035 481 426 Entire House 5218 79014 40640 1917 1917 Other equip loads 4986 2445 Equip. @ 0.93 RSM 39983 Latent cooling 6660 TOTALS 5218 84000 46643 1917 1917 Bold/italic values have been manually overridden 2019-Apr-14 12:08:12 Right-Suite® Universal 2018 18.0.10 RSU16575 Page 1G:\binder heating\gliniecki residence.rup Calc = MJ8 Front Door faces: SW Job:Building Analysis Apr 14, 2019Date:Entire House By: Anthony Ledo St. Paul, Mn 55105 Phone: 763-229-4252 Project Information Gliniecki Residence, Binder HeatingFor:Lake Marion Parcial B,199th St, Lakeville, mn Design Conditions Location:CoolingHeatingIndoor:7572Indoor temperature (°F)Minneapolis/St. Paul, MN, US 1387Design TD (°F)ft837Elevation:5030Relative humidity (%)°N45Latitude:Outdoor:28.534.0Moisture difference (gr/lb)CoolingHeating Infiltration:88-15Dry bulb (°F)SimplifiedMethod)M(19-Daily range (°F) AverageConstruction quality72-Wet bulb (°F) 0Fireplaces7.515.0Wind speed (mph) Heating Walls Glazing OtherCeilingsFloors Infiltration Ventilation % of loadBtuhBtuh/ft²Component 24.7207454.3Walls 28.62400529.5Glazing 1.7142533.9Doors 4.638351.9Ceilings 6.050122.52.5Floors 28.6239924.9Infiltration 00Ducts00Piping00Humidification5.94986Ventilation0Adjustments100.084000Total Cooling Walls Glazing OtherCeilings Infiltration Internal GainsVentilation % of loadBtuhBtuh/ft²Component 7.331550.6Walls 66.92880635.4Glazing 1.04109.8Doors 5.021381.1Ceilings 000Floors4.218130.4Infiltration 00Ducts5.72445Ventilation10.04320Internal gains 00Blower0Adjustments100.043085Total Latent Cooling Load = 6660 BtuhOverall U-value = 0.065 Btuh/ft²-°F Data entries checked. 2019-Apr-14 12:08:12Right-Suite® Universal 2018 18.0.10 RSU16575 Page 1G:\binder heating\gliniecki residence.rup Calc = MJ8 Front Door faces: SW Job:Component Constructions Apr 14, 2019Date:Entire House By: Anthony Ledo St. Paul, Mn 55105 Phone: 763-229-4252 Project Information Gliniecki Residence, Binder HeatingFor:Lake Marion Parcial B,199th St, Lakeville, mn Design Conditions Location:CoolingHeatingIndoor: 7572Indoor temperature (°F)Minneapolis/St. Paul, MN, US 1387Design TD (°F)ft837Elevation: 5030Relative humidity (%)°N45Latitude:Outdoor:28.534.0Moisture difference (gr/lb)CoolingHeating Infiltration:88-15Dry bulb (°F) SimplifiedMethod)M(19-Daily range (°F) AverageConstruction quality72-Wet bulb (°F) 0Fireplaces7.515.0Wind speed (mph) Construction descriptions GainLossClg HTMHtg HTMInsul RU-valueAreaOr BtuhBtuh/ft²BtuhBtuh/ft²ft²-°F/BtuhBtuh/ft²-°Fft² Walls 15B-15sfc-8: Bg wall, heavy dry or light damp soil, concrete wall, r-15 ins, 10" thk 490.1117973.9515.00.042455n 470.1117283.9515.00.042438e 30.111283.9515.00.04233s 003743.5615.00.042105w 990.1040283.9115.00.0421030all IECC2012 frame zone 6: Frm wall, vnl ext, 1/2" wood shth, r-20 cav ins, 5/8" gypsum board int fnsh, 2"x6" wood frm, 16" o.c. stud 6050.8033114.3520.00.050761n 7660.8041914.3520.00.050964e 8730.8047744.3520.00.0501098s 8120.8044404.3520.00.0501021w 30550.80167174.3520.00.0503843all Partitions (none) Windows4A5-2ov: 2 glazing, clr low-e outr, air gas, vnl frm mat, clr innr, 1/4" gap, 1/8" thk; 6.67 ft head ht 8011.927540.900.4707n 121634.9142340.900.47035w 125834.9147240.900.47036w 255332.9317040.900.47078all IECC 2012 Minimum: 2 glazing, clr low-e outr, argon gas, vnl frm mat, clr innr, 1/2" gap, 1/4" thk; NFRC rated (SHGC=0.32); 6.67 ft head ht 33510.192127.800.32033n 49923.858527.800.32021e 563333.9462027.800.320166e 199219.0292327.800.320105s 387033.9317427.800.320114w 941033.9771727.800.320277w 2173930.41994027.800.320716all 10D-v: 2 glazing, clr low-e outr, argon gas, vnl frm mat, clr innr, 1/2" gap, 1/4" thk; 6.67 ft head ht 53125.389542.600.49021w Doors11D0: Door, wd sc type 2059.7571333.900.39021e 2059.7571333.900.39021s 4109.75142533.900.39042all 2019-Apr-14 12:08:12Right-Suite® Universal 2018 18.0.10 RSU16575 Page 2G:\binder heating\gliniecki residence.rup Calc = MJ8 Front Door faces: SW Ceilings16B-44ad: Attic ceiling, asphalt shingles roof mat, r-44 ceil ins, 1/2" gypsum board int fnsh 21381.0738351.9144.00.0222004 Floors 21A-32c: Bg floor, heavy dry or light damp soil, 8' depth, carpet flr fnsh 017061.7400.020980 0 22B-10cpm: Bg floor, heavy dry or light damp soil, on grade depth, r-10 edge ins, carpet flr fnsh 00330530.910.00.355107 22D-5cpm: Bg floor, heavy dry or light damp soil, full ext ins cov, on grade depth, r-3 edge ins, r-10 ins, carpet flr fnsh 00238.55.00.4420 2019-Apr-14 12:08:12Right-Suite® Universal 2018 18.0.10 RSU16575 Page 3G:\binder heating\gliniecki residence.rup Calc = MJ8 Front Door faces: SW Job:Component Constructions Apr 14, 2019Date:below Grade By: Anthony Ledo St. Paul, Mn 55105 Phone: 763-229-4252 Project Information Gliniecki Residence, Binder HeatingFor:Lake Marion Parcial B,199th St, Lakeville, mn Design Conditions Location:CoolingHeatingIndoor: 7572Indoor temperature (°F)Minneapolis/St. Paul, MN, US 1387Design TD (°F)ft837Elevation: 5030Relative humidity (%)°N45Latitude:Outdoor:28.534.0Moisture difference (gr/lb)CoolingHeating Infiltration:88-15Dry bulb (°F) SimplifiedMethod)M(19-Daily range (°F) AverageConstruction quality72-Wet bulb (°F) 0Fireplaces7.515.0Wind speed (mph) Construction descriptions GainLossClg HTMHtg HTMInsul RU-valueAreaOr BtuhBtuh/ft²BtuhBtuh/ft²ft²-°F/BtuhBtuh/ft²-°Fft² Walls 15B-15sfc-8: Bg wall, heavy dry or light damp soil, concrete wall, r-15 ins, 10" thk 490.1117973.9515.00.042455n 470.1117283.9515.00.042438e 30.111283.9515.00.04233s 003743.5615.00.042105w 990.1040283.9115.00.0421030all Partitions (none) Windows 4A5-2ov: 2 glazing, clr low-e outr, air gas, vnl frm mat, clr innr, 1/4" gap, 1/8" thk; 6.67 ft head ht 121634.9142340.900.47035w Doors(none) Ceilings16B-44ad: Attic ceiling, asphalt shingles roof mat, r-44 ceil ins, 1/2" gypsum board int fnsh 31.0751.9144.00.0223 Floors 21A-32c: Bg floor, heavy dry or light damp soil, 8' depth, carpet flr fnsh 017061.7400.020980 0 2019-Apr-14 12:08:12Right-Suite® Universal 2018 18.0.10 RSU16575 Page 4G:\binder heating\gliniecki residence.rup Calc = MJ8 Front Door faces: SW Job:Component Constructions Apr 14, 2019Date:walk out By: Anthony Ledo St. Paul, Mn 55105 Phone: 763-229-4252 Project Information Gliniecki Residence, Binder HeatingFor:Lake Marion Parcial B,199th St, Lakeville, mn Design Conditions Location:CoolingHeatingIndoor: 7572Indoor temperature (°F)Minneapolis/St. Paul, MN, US 1387Design TD (°F)ft837Elevation: 5030Relative humidity (%)°N45Latitude:Outdoor:28.534.0Moisture difference (gr/lb)CoolingHeating Infiltration:88-15Dry bulb (°F) SimplifiedMethod)M(19-Daily range (°F) AverageConstruction quality72-Wet bulb (°F) 0Fireplaces7.515.0Wind speed (mph) Construction descriptions GainLossClg HTMHtg HTMInsul RU-valueAreaOr BtuhBtuh/ft²BtuhBtuh/ft²ft²-°F/BtuhBtuh/ft²-°Fft² Walls IECC2012 frame zone 6: Frm wall, vnl ext, 1/2" wood shth, r-20 cav ins, 5/8" gypsum board int fnsh, 2"x6" wood frm, 16" o.c. stud 1390.807614.3520.00.050175e 3190.8017474.3520.00.050402s 2680.8014684.3520.00.050338w 7270.8039764.3520.00.050914all Partitions(none) Windows 4A5-2ov: 2 glazing, clr low-e outr, air gas, vnl frm mat, clr innr, 1/4" gap, 1/8" thk; 6.67 ft head ht 125834.9147240.900.47036w 4A5-2ovd: 2 glazing, clr low-e outr, argon gas, vnl frm mat, clr innr, 1/2" gap, 1/4" thk; NFRC rated (SHGC=0.32); 6.67 ft head ht 142633.9116927.800.32042w 122233.9100227.800.32036w 264833.9217227.800.32078all 10D-v: 2 glazing, clr low-e outr, argon gas, vnl frm mat, clr innr, 1/2" gap, 1/4" thk; 6.67 ft head ht 53125.389542.600.49021w Doors11D0: Door, wd sc type 2059.7571333.900.39021s Ceilings 16B-44ad: Attic ceiling, asphalt shingles roof mat, r-44 ceil ins, 1/2" gypsum board int fnsh 41.0761.9144.00.0223 Floors 22B-10cpm: Bg floor, heavy dry or light damp soil, on grade depth, r-10 edge ins, carpet flr fnsh 00330530.910.00.355107 2019-Apr-14 12:08:12Right-Suite® Universal 2018 18.0.10 RSU16575 Page 5G:\binder heating\gliniecki residence.rup Calc = MJ8 Front Door faces: SW Job:Component Constructions Apr 14, 2019Date:main floor By: Anthony Ledo St. Paul, Mn 55105 Phone: 763-229-4252 Project Information Gliniecki Residence, Binder HeatingFor:Lake Marion Parcial B,199th St, Lakeville, mn Design Conditions Location:CoolingHeatingIndoor: 7572Indoor temperature (°F)Minneapolis/St. Paul, MN, US 1387Design TD (°F)ft837Elevation: 5030Relative humidity (%)°N45Latitude:Outdoor:28.534.0Moisture difference (gr/lb)CoolingHeating Infiltration:88-15Dry bulb (°F) SimplifiedMethod)M(19-Daily range (°F) AverageConstruction quality72-Wet bulb (°F) 0Fireplaces7.515.0Wind speed (mph) Construction descriptions GainLossClg HTMHtg HTMInsul RU-valueAreaOr BtuhBtuh/ft²BtuhBtuh/ft²ft²-°F/BtuhBtuh/ft²-°Fft² Walls IECC2012 frame zone 6: Frm wall, vnl ext, 1/2" wood shth, r-20 cav ins, 5/8" gypsum board int fnsh, 2"x6" wood frm, 16" o.c. stud 3360.8018394.3520.00.050423n 3880.8021234.3520.00.050488e 2880.8015754.3520.00.050362s 2900.8015894.3520.00.050365w 13020.8071264.3520.00.0501638all Partitions (none) Windows 4A5-2ov: 2 glazing, clr low-e outr, air gas, vnl frm mat, clr innr, 1/4" gap, 1/8" thk; 6.67 ft head ht 8011.927540.900.4707n IECC 2012 Minimum: 2 glazing, clr low-e outr, argon gas, vnl frm mat, clr innr, 1/2" gap, 1/4" thk; NFRC rated (SHGC=0.32); 6.67 ft head ht 25810.170827.800.32025n 49923.858527.800.32021e 280133.9229727.800.32083e 176419.0258927.800.32093s 244433.9200427.800.32072w 594733.9487827.800.320175w 1371329.21306127.800.320469all Doors 11D0: Door, wd sc type 2059.7571333.900.39021e Ceilings 16B-44ad: Attic ceiling, asphalt shingles roof mat, r-44 ceil ins, 1/2" gypsum board int fnsh 8331.0714941.9144.00.022781 Floors(none) 2019-Apr-14 12:08:12Right-Suite® Universal 2018 18.0.10 RSU16575 Page 6G:\binder heating\gliniecki residence.rup Calc = MJ8 Front Door faces: SW Job:Component Constructions Apr 14, 2019Date:upper level By: Anthony Ledo St. Paul, Mn 55105 Phone: 763-229-4252 Project Information Gliniecki Residence, Binder HeatingFor:Lake Marion Parcial B,199th St, Lakeville, mn Design Conditions Location:CoolingHeatingIndoor: 7572Indoor temperature (°F)Minneapolis/St. Paul, MN, US 1387Design TD (°F)ft837Elevation: 5030Relative humidity (%)°N45Latitude:Outdoor:28.534.0Moisture difference (gr/lb)CoolingHeating Infiltration:88-15Dry bulb (°F) SimplifiedMethod)M(19-Daily range (°F) AverageConstruction quality72-Wet bulb (°F) 0Fireplaces7.515.0Wind speed (mph) Construction descriptions GainLossClg HTMHtg HTMInsul RU-valueAreaOr BtuhBtuh/ft²BtuhBtuh/ft²ft²-°F/BtuhBtuh/ft²-°Fft² Walls IECC2012 frame zone 6: Frm wall, vnl ext, 1/2" wood shth, r-20 cav ins, 5/8" gypsum board int fnsh, 2"x6" wood frm, 16" o.c. stud 2690.8014724.3520.00.050338n 2390.8013074.3520.00.050301e 2660.8014534.3520.00.050334s 2530.8013834.3520.00.050318w 10260.8056154.3520.00.0501291all Partitions (none) Windows IECC 2012 Minimum: 2 glazing, clr low-e outr, argon gas, vnl frm mat, clr innr, 1/2" gap, 1/4" thk; NFRC rated (SHGC=0.32); 6.67 ft head ht 7810.121327.800.3208n 283333.9232327.800.32083e 22819.033427.800.32012s 224033.9183727.800.32066w 537831.8470827.800.320169all Doors(none) Ceilings 16B-44ad: Attic ceiling, asphalt shingles roof mat, r-44 ceil ins, 1/2" gypsum board int fnsh 12991.0723301.9144.00.0221217 Floors 22D-5cpm: Bg floor, heavy dry or light damp soil, full ext ins cov, on grade depth, r-3 edge ins, r-10 ins, carpet flr fnsh 00238.55.00.4420 Bold/italic values have been manually overridden Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2019-Apr-14 12:08:12Right-Suite® Universal 2018 18.0.10 RSU16575 Page 1G:\binder heating\gliniecki residence.rup Calc = MJ8 Front Door faces: SW Job:Project Summary Apr 14, 2019Date:Entire House By: Anthony Ledo St. Paul, Mn 55105 Phone: 763-229-4252 Project Information Gliniecki Residence, Binder HeatingFor:Lake Marion Parcial B,199th St, Lakeville, mn Notes: Design Information Minneapolis/St. Paul, MN, USWeather: Winter Design Conditions Summer Design Conditions Outside db °F-15 Outside db °F88Inside db °F72 Inside db °F75Design TD °F87 Design TD °F13Daily range MRelative humidity %50Moisture difference gr/lb28 Heating Summary Sensible Cooling Equipment Load Sizing Structure Btuh79014 Structure Btuh40640DuctsBtuh0DuctsBtuh0Central vent (SER=70% 179 cfm)Btuh4986 Central vent (SER=0% 179 cfm)2445 BtuhHeat recovery Heat recoveryHumidificationBtuh0Blower Btuh0PipingBtuh0Equipment load Btuh84000 Use manufacturer's data nRate/swing multiplier 0.93InfiltrationEquipment sensible load Btuh39983 Method Latent Cooling Equipment Load SizingSimplifiedConstruction quality Average0Fireplaces Structure Btuh3295DuctsBtuh0Central vent (179 cfm)Btuh3365CoolingHeatingHeat recovery52185218Area (ft²)Equipment latent load Btuh66604190641906Volume (ft³)Air changes/hour 0.190.37 Equipment Total Load (Sen+Lat)Btuh46643Equiv. AVF (cfm)133258 Req. total capacity at 0.70 SHR ton4.8 Heating Equipment Summary Cooling Equipment Summary Make Lennox Make LennoxTradeLENNOXTradeLENNOXModelML193UH110XP60C-*Cond XC16-060-230-05AHRI ref 4792833 Coil C33-62C+EL195UH110XE60C*+TDR+TXVAHRI ref 6564076Efficiency93 AFUE Efficiency 12.2 EER, 15.5 SEERHeating input Btuh110000 Sensible cooling Btuh40250Heating output Btuh104000 Latent cooling Btuh17250Temperature rise °F51 Total cooling Btuh57500Actual air flow cfm1917 Actual air flow cfm1917Air flow factor cfm/Btuh0.024 Air flow factor cfm/Btuh0.047Static pressure in H2O0 Static pressure in H2O0Space thermostat Load sensible heat ratio 0.87 Bold/italic values have been manually overridden 2019-Apr-14 12:08:13 Right-Suite® Universal 2018 18.0.10 RSU16575 Page 1 G:\binder heating\gliniecki residence.rup Calc = MJ8 Front Door faces: SW Job:AED Assessment Apr 14, 2019Date:Entire House By: Anthony Ledo St. Paul, Mn 55105 Phone: 763-229-4252 Project Information Gliniecki Residence, Binder HeatingFor: Lake Marion Parcial B,199th St, Lakeville, mn Design Conditions Location:CoolingHeatingIndoor: 7572Indoor temperature (°F)Minneapolis/St. Paul, MN, US 1387Design TD (°F)ft837Elevation: 5030Relative humidity (%)°N45Latitude:Outdoor:28.534.0Moisture difference (gr/lb)CoolingHeating Infiltration:88-15Dry bulb (°F))M(19-Daily range (°F) 72-Wet bulb (°F)7.515.0Wind speed (mph) Test for Adequate Exposure Diversity Hourly Glazing Load Hourly Average AED limitGlazing load (Btuh)Hour of Day 0 5,000 10,000 15,000 20,000 25,000 30,000 35,000 8 9 10 11 12 13 14 15 16 17 18 19 20 Maximum hourly glazing load exceeds average by 47.7%. House does not have adequate exposure diversity (AED), based on AED limit of 30%. AED excursion: 3983 Btuh (PFG - 1.3*AFG) Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2019-Apr-14 12:08:13Right-Suite® Universal 2018 18.0.10 RSU16575 Page 1G:\binder heating\gliniecki residence.rup Calc = MJ8 Front Door faces: SW Job:Right-J® Worksheet Apr 14, 2019Date:Entire House By:Anthony Ledo St. Paul, Mn 55105 Phone: 763-229-4252 1 Room name Entire House below Grade 2 Exposed wall 609.5 ft 106.5 ft3Room height 9.5 ft 10.0 heat/coolft 4 Room dimensions ft980.3x1.0 5 Room area 5218.3 ft²980.3 ft² Ty Construction U-value Or HTM Area (ft²)Load Area (ft²)Load number (Btuh/ft²-°F)(Btuh/ft²-°F)(Btuh/ft²)(Btuh/ft²)or perimeter (ft)(Btuh)or perimeter (ft)(Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 WW 15B-15sfc-815B-15sfc-8 0.0590.059 nn 3.953.95 0.110.11 455 455 1797 49 455 455 1797 49.WW IECC2012 frame zone 0.050IECC2012 frame zone 0.050 nn 4.354.35 0.800.80 801 761 3311 605 0 0 0 0.GG 4A5-2ov4A5-2ov 0.4700.470 nn 40.8940.89 11.8611.86 7 0 275 80 0 0 0 0 .GG IECC 2012 Minimum 0.320IECC 2012 Minimum 0.320 nn 27.8427.84 10.1310.13 33 0 921 335 0 0 0 0 11 WW 15B-15sfc-815B-15sfc-8 0.0590.059 ee 3.953.95 0.110.11 438 438 1728 47 438 438 1728 47 WW IECC2012 frame zone 0.050IECC2012 frame zone 0.050 ee 4.354.35 0.800.80 1172 964 4191 766 0 0 0 0 GG 10D-v10D-v 0.3200.320 ee 27.8427.84 23.7623.76 21 0 585 499 0 0 0 0GGIECC 2012 Minimum 0.320IECC 2012 Minimum 0.320 ee 27.8427.84 33.9533.95 166 0 4620 5633 0 0 0 0 DD 11D011D0 0.3900.390 ee 33.9333.93 9.759.75 21 21 713 205 0 0 0 0WW15B-15sfc-815B-15sfc-8 0.0590.059 ss 3.953.95 0.110.11 33 33 128 3 33 33 128 3 WW IECC2012 frame zone 0.050IECC2012 frame zone 0.050 ss 4.354.35 0.800.80 1224 1098 4774 873 0 0 0 0GGIECC 2012 Minimum 0.320IECC 2012 Minimum 0.320 ss 27.8427.84 18.9718.97 105 0 2923 1992 0 0 0 0DD11D011D00.3900.390 ss 33.9333.93 9.759.75 21 21 713 205 0 0 0 0 WW 15B-15sfc-815B-15sfc-8 0.0590.059 ww 3.563.56 0.000.00 140 105 374 0 140 105 374 0GG4A5-2ov4A5-2ov 0.4700.470 ww 40.8940.89 34.9334.93 35 0 1423 1216 35 0 1423 1216 WW IECC2012 frame zone 0.050IECC2012 frame zone 0.050 ww 4.354.35 0.800.80 1469 1021 4440 812 0 0 0 0 GG 10D-v10D-v 0.4900.490 ww 42.6342.63 25.2925.29 21 0 895 531 0 0 0 0 GG 4A5-2ov4A5-2ov 0.4700.470 ww 40.8940.89 34.9334.93 36 0 1472 1258 0 0 0 0 GG 4A5-2ovd4A5-2ovd 0.3200.320 ww 27.8427.84 33.9533.95 114 0 3174 3870 0 0 0 0GGIECC 2012 Minimum 0.320IECC 2012 Minimum 0.320 ww 27.8427.84 33.9533.95 277 0 7717 9410 0 0 0 0CC16B-44ad16B-44ad 0.0220.022 --1.911.91 1.071.07 2004 2004 3835 2138 3 3 5 3 FF 21A-32c21A-32c 0.0200.020 --1.741.74 0.000.00 980 980 1706 0 980 980 1706 0FF22B-10cpm22B-10cpm 0.3550.355 --30.8830.88 0.000.00 1023 107 3305 0 0 0 0 0 FF 22D-5cpm22D-5cpm 0.4420.442 --38.4538.45 0.000.00 0 0 2 0 0 0 0 0 6 c) AED excursion 3983 579 Envelope loss/gain 55023 34508 7162 1897 12 a)Infiltration 23992 1813 1048 79 b)Room ventilation 0 0 0 0 13 Internal gains:Occupants @ 230230 4 920 0 0 Appliances/other 3400 0 Subtotal (lines 6 to 13)79014 40640 8209 1976 Less external loadLess external load 0 0 0 0 Less transferLess transfer 0 0 0 0RedistributionRedistribution000014Subtotal790144064082091976 15 Duct loads 0%0%0 0 -0%0%0 0 Total room load 79014 40640 8209 1976 Air required (cfm)Air required (cfm)1917 1917 199 93 Job:Right-J® Worksheet Apr 14, 2019Date:Entire House By:Anthony Ledo St. Paul, Mn 55105 Phone: 763-229-4252 1 Room name walk out main floor 2 Exposed wall 107.0 ft 213.5 ft3Room height 10.0 heat/coolft 10.0 heat/coolft 4 Room dimensions ft1023.2x1.0 ft1997.5x1.0 5 Room area 1023.2 ft²1997.5 ft² Ty Construction U-value Or HTM Area (ft²)Load Area (ft²)Load number (Btuh/ft²-°F)(Btuh/ft²-°F)(Btuh/ft²)(Btuh/ft²)or perimeter (ft)(Btuh)or perimeter (ft)(Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 WW 15B-15sfc-815B-15sfc-8 0.0590.059 nn 3.953.95 0.110.11 0 0 0 0 0 0 0 0.WW IECC2012 frame zone 0.050IECC2012 frame zone 0.050 nn 4.354.35 0.800.80 0 0 0 0 455 423 1839 336.GG 4A5-2ov4A5-2ov 0.4700.470 nn 40.8940.89 11.8611.86 0 0 0 0 7 0 275 80 .GG IECC 2012 Minimum 0.320IECC 2012 Minimum 0.320 nn 27.8427.84 10.1310.13 0 0 0 0 25 0 708 258 11 WW 15B-15sfc-815B-15sfc-8 0.0590.059 ee 3.953.95 0.110.11 0 0 0 0 0 0 0 0 WW IECC2012 frame zone 0.050IECC2012 frame zone 0.050 ee 4.354.35 0.800.80 175 175 761 139 613 488 2123 388 GG 10D-v10D-v 0.3200.320 ee 27.8427.84 23.7623.76 0 0 0 0 21 0 585 499GGIECC 2012 Minimum 0.320IECC 2012 Minimum 0.320 ee 27.8427.84 33.9533.95 0 0 0 0 83 0 2297 2801 DD 11D011D0 0.3900.390 ee 33.9333.93 9.759.75 0 0 0 0 21 21 713 205WW15B-15sfc-815B-15sfc-8 0.0590.059 ss 3.953.95 0.110.11 0 0 0 0 0 0 0 0 WW IECC2012 frame zone 0.050IECC2012 frame zone 0.050 ss 4.354.35 0.800.80 423 402 1747 319 455 362 1575 288GGIECC 2012 Minimum 0.320IECC 2012 Minimum 0.320 ss 27.8427.84 18.9718.97 0 0 0 0 93 0 2589 1764DD11D011D00.3900.390 ss 33.9333.93 9.759.75 21 21 713 205 0 0 0 0 WW 15B-15sfc-815B-15sfc-8 0.0590.059 ww 3.563.56 0.000.00 0 0 0 0 0 0 0 0GG4A5-2ov4A5-2ov 0.4700.470 ww 40.8940.89 34.9334.93 0 0 0 0 0 0 0 0 WW IECC2012 frame zone 0.050IECC2012 frame zone 0.050 ww 4.354.35 0.800.80 473 338 1468 268 613 365 1589 290 GG 10D-v10D-v 0.4900.490 ww 42.6342.63 25.2925.29 21 0 895 531 0 0 0 0 GG 4A5-2ov4A5-2ov 0.4700.470 ww 40.8940.89 34.9334.93 36 0 1472 1258 0 0 0 0 GG 4A5-2ovd4A5-2ovd 0.3200.320 ww 27.8427.84 33.9533.95 42 0 1169 1426 72 0 2004 2444GGIECC 2012 Minimum 0.320IECC 2012 Minimum 0.320 ww 27.8427.84 33.9533.95 36 0 1002 1222 175 0 4878 5947CC16B-44ad16B-44ad 0.0220.022 --1.911.91 1.071.07 3 3 6 4 781 781 1494 833 FF 21A-32c21A-32c 0.0200.020 --1.741.74 0.000.00 0 0 0 0 0 0 0 0FF22B-10cpm22B-10cpm 0.3550.355 --30.8830.88 0.000.00 1023 107 3305 0 0 0 0 0 FF 22D-5cpm22D-5cpm 0.4420.442 --38.4538.45 0.000.00 0 0 0 0 0 0 0 0 Job #: Performed for: Gliniecki Residence Lake Marion Parcial B,199th St Lakeville, mn Anthony Ledo St. Paul, Mn 55105 Phone: 763-229-4252 Scale: 1 : 102 Page 1 Right-Suite® Universal 2018 18.0.10 RSU16575 2019-Apr-14 12:09:30 ... heating\gliniecki residence.rup N Level 1 upper level 160 cfm 160 cfm 160 cfm Job #: Performed for: Gliniecki Residence Lake Marion Parcial B,199th St Lakeville, mn Anthony Ledo St. Paul, Mn 55105 Phone: 763-229-4252 Scale: 1 : 102 Page 2 Ri ght-Suite® Universal 2018 18.0.10 RSU16575 2019-Apr-14 12:09:30 ... heating\gliniecki residence.rup N Main floor main floor 170 cfm170 cfm 170 cfm 170 cfm170 cfm170 cfm Job #: Performed for: Gliniecki Residence Lake Marion Parcial B,199th St Lakeville, mn Anthony Ledo St. Paul, Mn 55105 Phone: 763-229-4252 Scale: 1 : 102 Page 3 Ri ght-Suite® Universal 2018 18.0.10 RSU16575 2019-Apr-14 12:09:30 ... heating\gliniecki residence.rup N lower level below Grade walk out 100 cfm 144 cfm 1917 cfm 144 cfm144 cfm 100 cfm Date Certificate Posted X Passive (No Fan)Active (With fan and monometer or other system monitoring device) Location (or future location) of Fan: Other Please Describe Here X Not applicable, all ducts located in conditioned space X Not required per mech. code Passive Powered Interlocked with exhaust device. Describe: Input in BTUS: 100,000 Capacity in Gallons: Other, describe: AFUE or HSPF% 95 Cfm's " round duct OR " metal duct Not required per mech. code X Passive X Low: Other, describe: Low: Location of fan(s), describe: 150 Cfm's 6" " round duct OR " metal duct City Mailing Address of the Dwelling or Dwelling Unit Combustion Air Select a Type Location of duct or system: 46643 Below Entire Slab Rigid, Extruded PolystyrenePer R401.3 Certificate. A building certificate shall be posted on or in the electrical distribution panel. New Construction Energy Code Compliance Certificate Name of Residential Contractor MN License Number LAKEVILLEGLINIECKI, 199TH LAKEVILLE MECH ROOM 82Heat Recover Ventilator (HRV) Capacity in cfms: Energy Recover Ventilator (ERV) Capacity in cfms: 84123 Heating Gain Cooling Load Ceiling, flat Fuel Type Solar Heat Gain Coefficient (SHGC): Windows & Doors Ceiling, vaulted Bay Windows or cantilevered areas Floors over unconditioned area Rim Joist (2nd Floor+) THERMAL ENVELOPE Foam Open Cell Wall Rigid, Isocynurate Perimeter of Slab on Grade RADON CONTROL SYSTEM Non or Not Applicable Appliances Cooling SystemTotal R-Value of all Types of InsulationType: Check All That Apply Mineral Fiberboard Insulation Location Foam, Closed Cell Describe other insulated areas Fiberglass, BlownFiberglass, Batts Foundation Wall R-value Average U-Factor (excludes skylights and one door ) U: Duct system air tightness: Building envelope air tightness: Rim Joist (1st Floor) 4TTR3060 Model Heating System Natural Gas Location of duct or system: Heating or Cooling Ducts Outside Conditioned Spaces Electric Make-up Air Select a Type Domestic Water Heater MECHANICAL SYSTEMS Rating or Size Efficiency 13 Select Type Describe any additional or combined heating or cooling systems if installed: (e.g. two furnaces or air source heat pump with gas back-up furnace): Residential Load Calculation SEER /EER 192 Total ventilation (intermittent + continuous) rate in cfms: Balanced Ventilation capacity in cfms: High: High: MECHANICAL VENTILATION SYSTEM Capacity continuous ventilation rate in cfms: TRANE TUH1C100A960 Heating Loss Manufacturer TRANE Output in Tons: 5 Builders Associaton of Minnesota version 101014