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HomeMy WebLinkAboutLA179368 10091 205th St W Permit PackRESIDENTIAL 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: X Garage Floor Drain 20195 Holyoke Avenue, Lakeville, MN 55044 952-985-4400  952-985-4499 fax www.lakevillemn.gov Sewer & Water Tie Card Address:________________________________________ Contractor:______________________________________ Permit Number:__________________________________ Final Date:________________ Street Drain-Tile:______ Size of Water Service: 1” Comments: AIRTEST SANITARY OVER 20’/2 FITTINGS THIS CARD MUST BE COMPLETED AND ON-SITE AT TIME OF SEWER & WATER INSPECTION DRAWN BYDESCRIPTIONPROJECT #PROJECTISSUERE-ISSUEBUILDER18476 KENRICK AVE. SUITE #202LAKEVILLE, MN 55044TEL: 952.428.8200EM: Dave@DavidCharlezDesigns.comD A V I D C H A R L E Z D E S I G N SD A V I D C H A R L E Z D E S I G N SD A V I D C H A R L E Z D E S I G N SD A V I D C H A R L E Z D E S I G N SaNotes: Dimensions, details and conformation to all local codes are to be verified by owner and contractor prior to the start of construction. The designer of the home is not a licensed structural engineer or architect and will assume no responsibility 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 thata 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. Allbuilding 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.4/10/2020 4:21:00PM00TitleDEN - SherelsResidence-CDREV1-SMSherels ResidenceDenali Custom Homes18352 Minnetonka BoulevardWayzata, MN, 5539110.1.2019GM10091 205th Street W.Lakeville, MN 55044S H E R E L S R E S I D E N C EON THE SHORES OF LAKE MARIONLOT 03, BLOCK 1 10091 205TH STREET W.LAKEVILLE, MN 55044Concept Approval ONLYSubject to Field InspectionInspectorDate2015MN BldgCode04/29/2020dmathews DRAWN BYDESCRIPTIONPROJECT #PROJECTISSUERE-ISSUEBUILDER18476 KENRICK AVE. SUITE #202LAKEVILLE, MN 55044TEL: 952.428.8200EM: Dave@DavidCharlezDesigns.comD A V I D C H A R L E Z D E S I G N SD A V I D C H A R L E Z D E S I G N SD A V I D C H A R L E Z D E S I G N SD A V I D C H A R L E Z D E S I G N SaNotes: Dimensions, details and conformation to all local codes are to be verified by owner and contractor prior to the start of construction. The designer of the home is not a licensed structural engineer or architect and will assume no responsibility 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 thata 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. Allbuilding 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.4/10/2020 4:21:41PM00ATitle 2DEN - SherelsResidence-CDREV1-SMSherels ResidenceDenali Custom Homes18352 Minnetonka BoulevardWayzata, MN, 5539110.1.2019GM10091 205th Street W.Lakeville, MN 55044S H E R E L S R E S I D E N C EON THE SHORES OF LAKE MARIONLOT 03, BLOCK 1 10091 205TH STREET W.LAKEVILLE, MN 55044 First Floor1007' -0"Second Floor1019' -1 7/8"Roof1028' -3"Basement996' -1 1/4"T.O. Footing995' -9 3/4"Top of Foundation1005' -9 3/4"First Floor Clg.1017' -1 1/8"Garage Floor1005' -3 3/4"Sport Court Floor988' -1 1/4"Sport Court T.O. Footing987' -9 3/4"Garage Clg.1015' -7 3/4"T.O. Foundation1005' -9 3/4"Street Elevation1001' -0"Lake Water Elevation983' -0"Average Grade1000' -7 3/4"MIDPOINT OF HIGHEST ROOFRoof Peak1041' -0"Average Grade to Midpoint of Highest Roof33' - 10 1/8"12' - 9"9' - 1 1/8"2' - 0 3/4"10' - 1 1/8"1' - 2 1/4"10' - 0"8' - 0"Main Level Window Hdr. Hgt.9' - 0"Lower Level Window Hdr. Hgt.8' - 0"Upper Level Window Hdr. Hgt.8' - 0"9' - 10"6"Garage Door/Window Hdr. Hgt.8' - 0"5' - 1 1/4"NOTE:LOWEST FLOOR OF STRUCTURE IS 5'-1 1/4" HIGHER THAN LAKE WATER ELEVATIONAAAAAAABCBDDDD6" STONE LINTEL6" STONE LINTEL5/4" x 8" TRIMD5/4" x 10" FRIEZE BOARD5/4" x 10" TRIM5/4" x 6" TRIM5/4" x 2" TRIM5/4" x 10" FRZ. BRD.CORBEL #3(SEE 5/02)CORBEL #1(SEE 3/05)3-1/2" STONE CAP42"3-1/2" STONE LINTELS5/4" x 8" TRIMBRACKET #2(SEE 7/01)5/4" x 8" TRIM5/4" x 8" TRIM5/4" x 8" TRIM5/4" x 8" TRIMDAEDB37"32"BAAAAAAADDDDD5/4" x 8" TRIM5/4" x 8" TRIM5 /4 " x 1 0 " F R IE Z E B R D .5 /4 " x 1 0 " F R IE Z E B R D .BRACKET #1SEE (6/01)CORBEL #3(SEE 5/02)39 5/8"45 1/4"Finished Width35"CUSTOM CLAY CHIMNEY POT SHROUDCORBEL #3(SEE 5/02)CORBEL #3(SEE 5/02)CORBEL #3(SEE 5/02)3-1/2" STONE CAP18 1/4"8" SKIRT BOARD18" SKIRT BOARD13 1/8"DECORATIVE BEAM5/4" x 2" TRIM ON5/4" x 6" TRIM5/4" x 10" FRIEZE BRD.CORBEL #3(SEE 5/02)SEE 3/01 FOR GREAT ROOM WINDOW & BUILDOUT DETAILS0"37"ABA5/4" x 8" TRIMNOTE:PROPOSED RETAINING WALL, VERIFY LOCATION AND DESIGN WITH LANDSCAPE DESIGNER AND SURVEYING ENGINEER37"First Floor1007' -0"Second Floor1019' -1 7/8"Roof1028' -3"42"3"60"3"42"6"18"84"6"52 1/2"78 11/16"79 5/8"84"78 11/16"18"84"6"52 1/2"8' - 9"5/4" x 6" TRIM5/4" x 6" TRIM12"8" BUILDOUT2' - 3 3/8"12' - 10 7/8"2' - 7"7' - 1 1/8"7' - 1 1/8"2' - 7"18"18"9' - 9"5/4" x 6" TRIM5/4" x 6-1/2" TRIM5/4" x 10" TRIM5/4" x 2" TRIM5/4" x 10" FRIEZE BOARD5/4 " x 1 0 " F R IE Z E B O A R D 4' - 6"1' - 6 3/4"BRACKET #1(SEE 6/01)CORBEL #3(SEE 5/02)CORBEL #2(SEE 4/02CORBEL #2(SEE 4/025/4" x 10" TRIM12' - 6"9' - 10 1/8"1) WUCAP60841) WUCAP40841) WUCAP40841) WUAWN40181) WUAWN40181) WUAWN6018NOTE:WINDOWS SHOWN ARE MARVIN ULTIMATE WOOD CLAD. FINAL WINDOW DETAILS SHOULD BE VERIFIED AND DETERMINED BY WINDOW MFG. SIZES SHOWN MAY CHANGE PER WINDOW MFG. STANDARD SIZES.15 1/2"15 1/2"15 1/2"15 1/2"ESecond Floor1019' -1 7/8"Roof1028' -3"6"72"5 1/2"19"5 1/2"34 3/16"34 3/16"6"72"5 1/2"19"5 1/2"6' - 0"2' - 0"8' - 0"36"3"36"3"36"36"3"36"3"36"5 1/2"8 ' - 5 1/8 "14"10"1X6 ON 1X14 COMPOSITE FASCIA6' - 9"6' - 9"9 ' - 7 1 /8 "BARREL ROOF CONSTRUCTION:METAL SEAMED ROOF1/2" BENDABLE OSB SHEATHING w/ STEEL CLIPS#15 FELT & ICE & WATER SHIELD ENTIRE ROOF AREA & ADJACENT VALLEYS2X12 JOISTS @ 12" O.C.1) ICAP37711) ICAP37711) ICAP3771B16"33 9/16"33 9/16"16"7' - 7 1/8"5 3/16"102 13/16"17"1 1/2"42"1 1/2"17"1' - 11 7/16"7' - 0 9/16"5"18"8"3' - 9"6' - 7"5/4" x 6" TRIM5/4" x 6" TRIM5/4" x 2" TRIM 5/4" x 8" TRIMNOTE:DOOR DETAILS DRAWN FOR ILLUSTRATIVE PURPOSES ONLY. DOOR MFG. TO PROVIDE DETAILED SHOP DRAWINGS.9' - 0"34"17 7/16"9"9"63"CUSTOM BRACKET #2SIDE VIEWFRONT VIEW48"48"24"32"16"5 1/2"5 1/2"5 1 /2 "2 "3 /4 "2 3 /4 "3/4"4 1/8"4 7/8"3/4"4 1/8"4 7/8"2"2 3/4"3/4"1 7/8"16"25 1/4"1 7/8"4 7/8"5 1/2"3 5/16"45 15/16" RADIUS4" RADIUS4" RADIUSCUSTOM BRACKET #1SIDE VIEWFRONT VIEW39"54"1 1/2"2 1/4"1 3/4"2 3/16"2 1/4"1"3 3/4"5 1/2"5 1/2"4"3 '-1 0 " R A D IU S5 1/2"1 1/2"2 1/4"4 3/4"36 1/2"5 3/4"1"2 1/4"5 1/2"54"2-1/4" RADIUS2-1/4" RADIUSDRAWN BYDESCRIPTIONPROJECT #PROJECTISSUERE-ISSUEBUILDER18476 KENRICK AVE. SUITE #202LAKEVILLE, MN 55044TEL: 952.428.8200EM: Dave@DavidCharlezDesigns.comD A V I D C H A R L E Z D E S I G N SD A V I D C H A R L E Z D E S I G N SD A V I D C H A R L E Z D E S I G N SD A V I D C H A R L E Z D E S I G N SaNotes: Dimensions, details and conformation to all local codes are to be verified by owner and contractor prior to the start of construction. The designer of the home is not a licensed structural engineer or architect and will assume no responsibility 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 thata 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. Allbuilding 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.4/10/2020 4:22:03PM01Front & Rear ElevationsDEN - SherelsResidence-CDREV1-SMSherels ResidenceDenali Custom Homes18352 Minnetonka BoulevardWayzata, MN, 5539110.1.2019GM10091 205th Street W.Lakeville, MN 55044TYPICAL EXTERIOR MATERIALSSQ FT BREAKDOWNSEE FINAL PAGE FOR SQUARE FOOTAGE CALCULATIONSASPHALT SHINGLES W/ NATURAL SHADOW ARCHITECTURAL GRADE5" EXPOSURE HARDIE LAP SIDING PER ELEVATIONMETAL SIDING CORNERS PER ELEVATIONHARDIE PANEL SMOOTH PER ELEVATIONVERTICAL BORAL SHIPLAP PER ELEVATION2" STONE VENEER PER ELEVATIONHARDIE BOARD AND BATTEN PER ELEVATION (BATTENS @ 18" O.C.)CUT OR CAST STONE HEADERS & LINTELS PER ELEVATIONINSTALL KICK OUT FLASHING & TWO MEMBRANE TAR PAPER BACKING IN ALL STONE AREAS5/4" x 6" w/ 2" x 2" STOOL & APRON HARDIE WINDOW & DOOR WRAPS PER ELEVATION1X4 ON 1X10 COMPOSITE FASCIA PER ELEVATIONCOMPOSITE VENTED SOFFITS PER ELEVATIONMARVIN ELEVATE/ULTIMATE WINDOWS (BLACK EXTERIORS) PER ELEVATIONHOUSE WRAP AND/OR TAR PAPER IN PROPER FORM ON ENTIRE EXTERIORSTONEATTACHMENT1. VERIFY COMPLIANCE WITH INSPECTOR WHEN PAPER IS COMPLETE IN ONE WINDOW AREA.2. WEATHER RESISTIVE BARRIERS:INCLUDE 2 LAYERS OF GRADE D PAPER WITH WEATHER RESISITVE BARRIERS OVER WOOD BASED SHEATHING. 15 OR 15# IS NOT GRADE D PAPER. LAP VERTICAL JOINTS IN PAPER AT LEAST 2 INCHES.3. EXTERIOR OPENINGS FLASHED:FLASH ALL EXTERIOR OPENINGS. THE NAILING FLANGE ON WINDOWS WILL NOTBE ACCEPTED FOR FLASHING UNLESS THE MANUFACTURERS INSULATION INSTRUCTIONS ARE PROVIDED ON SITE STATING THE FLANGE IS ACCEPTABLE AS FLASHING.4. WINDOW FLANGES:INSTALL PAPER ON BOTTOM AND SIDES OF WINDOW BEFOREINSTALLING WINDOW. PAPER LOCATED ON TOP OF WINDOW SHALL GO OVER THE WINDOW FLASHING. INSTALL A SECOND LAYER OF PAPER OVER SIDE WINDOW FLANGES.5. WINDOW OPENINGS:WATERPROOF WINDOW OPENINGS WITH CAULK, TAPE, OR LIKE MATERIAL. ALL OTHER OPENINGS MUST BE WATERPROOFED WITH CAULK, TAPE, OR LIKE MATERIAL.6. PAPER ENTIRE WALL:BUILDING PAPER MUST BE INSTALLED ON ALL EXTERIOR WALLS INCLUDING WITHIN THE SOFFIT. INSTALL PAPER IN SHINGLE FASHION TO ENSURE PROPER WATER DRAINIAGE.7. FLASHING:AT ALL WALL/ROOF INTERSECTIONS WHERE ROOF LINE DOES NOT EXTEND PAST WALL, KICKOUT FLASHING IS REQUIRED. ALL OTHER OPENINGS MUST BE FLASHED TO ENSURE PROPER WATERPROOFING.8. WEEP SCREED:PROVIDE A CORROSION RESISTANT WEEP SCREED WITH A MINIMUM VERTICAL ATTACHMENT FLANGE OF 3-1/2" AT OR BELOW THE FOUNDATION PLATE. TO ENSURE TRAPPED WATER HAS PROPER DRAINAGE TO EXTERIOR, SCREED SHALL BE A TYPE THAT ALLOWS FOR DRAINAGE AND MUST BE PLACED A MINIMUM OF 4" ABOVE EARTH OR 2" ABOVE CONCRETE. PLACE WEEP SCREEDS JUST BELOW PLATE LINE. IF PAPER HAS BEEN INSTALLED ON FOUNDATION, EXTEND WEEP SCREED ONTO FOUNDATION. ALLSTONE 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.BCDAE3/8" = 1'-0"3Detail - Great Room Windows1/2" = 1'-0"4Detail - Staircase Windows1/2" = 1'-0"5Detail - Front DoorFOUNDATION WALL HEIGHTS ARE SUBJECT TO CHANGE DUE TO GRADE AND SITE CONDITIONS.ALL FOUNDATION WALL HEIGHTS MUST BE VERIFIED ON SITE PRIOR TO CONSTRUCTION BY THE CONTRACTOR AND OR SUBCONTRACTOR.FOUNDATION CONTRACTOR WILL STEP FOUNDATION WALLS AS NECESSARY TO MAINTAIN FROST PROTECTION IN ACCORDANCE TO CURRENT MINNESOTA CODE REGULATIONS AND ZONING.FOUNDATION WALLS DISCLOSURE:1 1/2" = 1'-0"7Detail - Bracket #21" = 1'-0"6Detail - Bracket #1 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.2"7 1/4"7 1/4"6"5 3/4"1 1/2"7 1/4"SIDE VIEW:FRONT VIEW:CUSTOM CORBEL #11 1/2"1 1/2"5 3/4"SIDE VIEW:FRONT VIEW:CUSTOM CORBEl #212"15"13 1/2"1 1/2"6"6"6"15"13 1/2"1 1/2"AAAAAADDDDDAAADC8" BUILDOUT HEIGHT6' - 0"8" BUILDOUT5/4" x 6" TRIM5/4" x 6" TRIM5/4" x 2" TRIMCORBEL #1(SEE 3/02)5/4" x 10" FRIEZE BRD.8" / 12" SLOPED ASPHALT SHINGLE ROOF w/ 36" OVERHANG20' - 0"BRACKET #__(SEE 0/00)5/4" x 8" TRIM5/4" x 8" TRIM5/4" x 8" TRIM5/4" x 8" TRIM5/4" x 8" TRIM5/4" x 8" TRIM5/4" x 8" TRIM5/4" x 8" TRIM5/4" x 8" TRIM5/4" x 8" TRIM5/4" x 10" FRIEZE BOARD5/4" x 10" FRIEZE BOARD3-1/2" STONE CAPFinished Chimney Width7' - 5"45 1/4"39 5/8"28"21"28"CUSTOM CLAY CHIMNEY POT SHROUDDNOTE:PROPOSED RETAINING WALL, VERIFY LOCATION AND DESIGN WITH LANDSCAPE DESIGNER AND SURVEYING ENGINEERCORBEL #1(SEE 3/02)33 1/2"AAAAAAAA5/4" x 8" TRIM5/4" x 8" TRIM5/4" x 8" TRIM5/4" x 8" TRIM5/4" x 8" TRIM5/4" x 10" FRIEZE BOARD13 1/8"13 1/8"A18 1/4"8" SKIRT BRD.18" SKIRT BRD.AFinished Chimney Width7' - 5"45 1/4"39 5/8"28"21"28"CUSTOM CLAY CHIMNEY POT SHROUD18"12"ADBSIDE VIEW:FRONT VIEW:CUSTOM Bracket #321"15"13 1/2"1 1/2"15"6"6"15"13 1/2"1 1/2"DRAWN BYDESCRIPTIONPROJECT #PROJECTISSUERE-ISSUEBUILDER18476 KENRICK AVE. SUITE #202LAKEVILLE, MN 55044TEL: 952.428.8200EM: Dave@DavidCharlezDesigns.comD A V I D C H A R L E Z D E S I G N SD A V I D C H A R L E Z D E S I G N SD A V I D C H A R L E Z D E S I G N SD A V I D C H A R L E Z D E S I G N SaNotes: Dimensions, details and conformation to all local codes are to be verified by owner and contractor prior to the start of construction. The designer of the home is not a licensed structural engineer or architect and will assume no responsibility 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 thata 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. Allbuilding 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.4/10/2020 4:22:26PM02Left & Right ElevationsDEN - SherelsResidence-CDREV1-SMSherels ResidenceDenali Custom Homes18352 Minnetonka BoulevardWayzata, MN, 5539110.1.2019GM10091 205th Street W.Lakeville, MN 55044STONEATTACHMENT1. VERIFY COMPLIANCE WITH INSPECTOR WHEN PAPER IS COMPLETE IN ONE WINDOW AREA.2. WEATHER RESISTIVE BARRIERS:INCLUDE 2 LAYERS OF GRADE D PAPER WITH WEATHER RESISITVE BARRIERS OVER WOOD BASED SHEATHING. 15 OR 15# IS NOT GRADE D PAPER. LAP VERTICAL JOINTS IN PAPER AT LEAST 2 INCHES.3. EXTERIOR OPENINGS FLASHED:FLASH ALL EXTERIOR OPENINGS. THE NAILING FLANGE ON WINDOWS WILL NOTBE ACCEPTED FOR FLASHING UNLESS THE MANUFACTURERS INSULATION INSTRUCTIONS ARE PROVIDED ON SITE STATING THE FLANGE IS ACCEPTABLE AS FLASHING.4. WINDOW FLANGES:INSTALL PAPER ON BOTTOM AND SIDES OF WINDOW BEFOREINSTALLING WINDOW. PAPER LOCATED ON TOP OF WINDOW SHALL GO OVER THE WINDOW FLASHING. INSTALL A SECOND LAYER OF PAPER OVER SIDE WINDOW FLANGES.5. WINDOW OPENINGS:WATERPROOF WINDOW OPENINGS WITH CAULK, TAPE, OR LIKE MATERIAL. ALL OTHER OPENINGS MUST BE WATERPROOFED WITH CAULK, TAPE, OR LIKE MATERIAL.6. PAPER ENTIRE WALL:BUILDING PAPER MUST BE INSTALLED ON ALL EXTERIOR WALLS INCLUDING WITHIN THE SOFFIT. INSTALL PAPER IN SHINGLE FASHION TO ENSURE PROPER WATER DRAINIAGE.7. FLASHING:AT ALL WALL/ROOF INTERSECTIONS WHERE ROOF LINE DOES NOT EXTEND PAST WALL, KICKOUT FLASHING IS REQUIRED. ALL OTHER OPENINGS MUST BE FLASHED TO ENSURE PROPER WATERPROOFING.8. WEEP SCREED:PROVIDE A CORROSION RESISTANT WEEP SCREED WITH A MINIMUM VERTICAL ATTACHMENT FLANGE OF 3-1/2" AT OR BELOW THE FOUNDATION PLATE. TO ENSURE TRAPPED WATER HAS PROPER DRAINAGE TO EXTERIOR, SCREED SHALL BE A TYPE THAT ALLOWS FOR DRAINAGE AND MUST BE PLACED A MINIMUM OF 4" ABOVE EARTH OR 2" ABOVE CONCRETE. PLACE WEEP SCREEDS JUST BELOW PLATE LINE. IF PAPER HAS BEEN INSTALLED ON FOUNDATION, EXTEND WEEP SCREED ONTO FOUNDATION. ALL STONE MUST NOT EXTEND BELOW, BUT MUST COVER, ALL LATH AND PAPER.DAVID CHARLEZ DESIGNS DOES NOT ACCEPT ANY RESPONSIBILITY FOR STONE INSTALLATION OR WATERPROOFING TECHNIQUES. REFER TO MANUFACTURER AND INSTALLERS FOR PREFERRED INSTALLATION METHODS WHICH WILL DIFFER FROM WHAT IS SHOWN.1" = 1'-0"6Stool & Apron Trim Detail1 1/2" = 1'-0"3Detail - Corbel #11 1/2" = 1'-0"4Detail - Corbel #2FOUNDATION WALL HEIGHTS ARE SUBJECT TO CHANGE DUE TO GRADE AND SITE CONDITIONS.ALL FOUNDATION WALL HEIGHTS MUST BE VERIFIED ON SITE PRIOR TO CONSTRUCTION BY THE CONTRACTOR AND OR SUBCONTRACTOR.FOUNDATION CONTRACTOR WILL STEP FOUNDATION WALLS AS NECESSARY TO MAINTAIN FROST PROTECTION IN ACCORDANCE TO CURRENT MINNESOTA CODE REGULATIONS AND ZONING.FOUNDATION WALLS DISCLOSURE:1/4" = 1'-0"1Left Elevation1/4" = 1'-0"2Right Elevation1 1/2" = 1'-0"5Detail - Bracket #3TYPICAL EXTERIOR MATERIALSSQ FT BREAKDOWNSEE FINAL PAGE FOR SQUARE FOOTAGE CALCULATIONSASPHALT SHINGLES W/ NATURAL SHADOW ARCHITECTURAL GRADE5" EXPOSURE HARDIE LAP SIDING PER ELEVATIONMETAL SIDING CORNERS PER ELEVATIONHARDIE PANEL SMOOTH PER ELEVATIONVERTICAL BORAL SHIPLAP PER ELEVATION2" STONE VENEER PER ELEVATIONHARDIE BOARD AND BATTEN PER ELEVATION (BATTENS @ 18" O.C.)CUT OR CAST STONE HEADERS & LINTELS PER ELEVATIONINSTALL KICK OUT FLASHING & TWO MEMBRANE TAR PAPER BACKING IN ALL STONE AREAS5/4" x 6" w/ 2" x 2" STOOL & APRON HARDIE WINDOW & DOOR WRAPS PER ELEVATION1X4 ON 1X10 COMPOSITE FASCIA PER ELEVATIONCOMPOSITE VENTED SOFFITS PER ELEVATIONMARVIN ELEVATE/ULTIMATE WINDOWS (BLACK EXTERIORS) PER ELEVATIONHOUSE WRAP AND/OR TAR PAPER IN PROPER FORM ON ENTIRE EXTERIORBCDAE LOW SLOPE ROOFING DISCLOSURE:CLIMATE CONDITIONS IN MN CAN MAKE LOW SLOPE ROOFING CONDITIONS CHALLENGING FOR TYPICAL ASPHALT SHINGLES APPLICATIONS. THE DESIGNER OF THIS HOME DOES NOT RECOMMEND USING ASPHALT SHINGLES FOR ROOF SLOPES WITH LESS THAN 4/12 PITCH. STANDING SEAM METAL ROOFS DESIGNED FOR LOW SLOPE APPLICATIONS WOULD BE PREFERRED. IF THE CLIENT CHOOSES TO USE ASPHALT SHINGLES, PLEASE FOLLOW THE MN DEPARTMENT OF LABOR AND INDUSTRY GUIDELINES FOR LOW SLOPE ASPHALT SHINGLES ROOF APPLICATIONS:WWW.DLI.MN.GOV/CCLD/PDF/EDU_ROOFING.PDFSPECIAL UNDERLAYMENT TECHNIQUES, FLASHING, ETC. WILL BE REQUIREDDESIGNER OF THE HOME DOES NOT MAKE ANY GUARANTEE FOR THE PERFORMANCE OF LOW SLOPE ASPHALT SHINGLES ROOF IN THE STATE OF MN.12" / 12"12" / 12"12" / 12"12" / 12"16" / 12"16" / 12"16" / 12"4 1/2" / 12"12" / 12"3 1/2" / 12"16" / 12"16" / 12"16" / 12"16" / 12"16" / 12"12" / 12"16" / 12"16" / 12"16" / 12"6" / 12"16" / 12"16" / 12"10" / 12"10" / 12"1/4" / 12"1/4" / 12"1/4" / 12"1/4" / 12"16" / 12"16" / 12"1/4" / 12"12" / 12"12" / 12"12" / 12"12" / 12"12" / 12"10" / 12"SLOPE10" / 12" SLOPE10" / 12" SLOPE10" / 12" SLOPE8" / 12" SLOPE8" / 12" SLOPE8" / 12" SLOPE16" / 12" SLOPE16" / 12" SLOPE8" / 12" SLOPE8" / 12" SLOPE8" / 12" SLOPE8" / 12" SLOPE1/4" / 12" SLOPEBARREL ROOF24"18"24"18"24"12"42"13' - 7"36"36"24"24"24"18"18"24"6"12"24"18"24"18"18"18"24"24"24"24"24"24"24"24"24"18"36"24"24"8" / 12" SLOPED ROOF w/ 36" OVERHANG20' - 0"18"7' - 6 1/8"8' - 9 7/8"24"18"24"90"18"24"18"18"24"18"7" / 12"7" / 12"18"24"24"24"ROOF RIDGE VENT10" / 12" SLOPE10" / 12" SLOPE16" / 12"1 6 " / 1 2 "11' - 0"GUTTERGUTTERGUTTERFRONT PORCH FLAT ROOF CONSTRUCTION:EPDM RUBBER MEMBRANE (MEMBRANE TO EXTEND 12"-18" ABOVE ABUDDING WALLS/ROOFSRIGID INSULATION TAPERED (DIRECTIONS PER ROOF PLAN)3/4" ROOF SHEATHING w/ STEEL CLIPS18" FLOOR TRUSSES @ 24" O.C. (PER ENG)FLUSHED BEAM PER MFG. SPEC.3/4" T&G PINE CLG.MUD ROOM FLAT ROOF CONSTRUCTION:EPDM RUBBER MEMBRANE (MEMBRANE TO EXTEND 12"-18" ABOVE ABUDDING WALLS/ROOFSRIGID INSULATION TAPERED (DIRECTIONS PER ROOF PLAN)3/4" ROOF SHEATHING w/ STEEL CLIPS18" FLOOR TRUSSES @ 24" O.C. (PER ENG)FLUSHED BEAM PER MFG. SPEC.18"18"28"GUTTER7' - 5 1/2"12" / 12"CRICKET54"12" / 12"12" / 12"12" / 12"12" / 12"12" / 12"ROOF RIDGE VENTGUTTERENGINEERING ROOF TRUSSES PER MFG. SPEC. MANUFACTURE WILL PROVIDE ALL ENGINEERING DRAWING AND SPECIFICSOVERHANG DIMENSIONS ARE TO FACE OF FRAMINGICE AND WATER ALL ADJOINING ROOFSALL GUTTERS SHOWN TO HAVE DOWNSPOUTS ROOFING CONTRACTOR TO SPECIFY LOCATIONS ADDITIONAL GUTTERS MAY BE DESIRED/REQUIREDNOTE:9' - 1 1/8"2' - 0 3/4"10' - 1 1/8"2' - 0 3/4"8' - 10"Heel16 13/16"1' - 6"Lower Level Window Hdr. Hgt.8' - 0"Main Level Window Hdr. Hgt.9' - 0"Upper Level Window Hdr. Hgt.8' - 0"7' - 0"10" 12"16" 12"ROOF, CEILING & EAVE CONSTRUCTION:WALLCONSTRUCTION:FOUNDATION WALL & BASEMENT SLAB CONSTRUCTION: MAIN LEVEL CONSTRUCTION:UPPER LEVEL CONSTRUCTION:ARCHITECTURAL GRADE ASPHALT SHINGLES#15FELT & ICE & WATER SHIELD (6'-0")1/2" OSB SHEATHING w/STEEL CLIPSTRUSSES @ 24" O.C. (PER MFG. SPEC.)BAFFLES w/1" AIR SPACE2X4 LOOKOUTS2X10 SUB FASCIA1X4 ON 1X10 COMPOSITE FASICA COMPOSITE VENTED SOFFITSCOMPOSITE FRIEZE BOARDSR-50 BLOWN INSULATIONPOLY VAPOR BARRIER5/8" GYP. BRD. CEILING3/4" T&G PLYWOOD SUBFLOOR GLUED & SCREWED24" FLOOR TRUSSES @ 19.2" O.C.(FLOOR SYSTEM DESIGNER TO VERIFY SIZE & SPACING BASED ON SPANS)5/8" GYP. BRD. ON CEILINGSPRAY INSULATE RIMS (R-21)SIDING PER ELEVATIONHOUSE WRAP (WRAP WINDOWS PER MFG. SPEC.)1/2" OSB SHEATHING2X6 STUDS @16" O.C.DBL. TOP PLATER-21 WALL INSULATION4 MIL POLY VAPOR BARRIER1/2" GYP. BRD.2X6 SOLE PLATEALL DETAILS TO CONFORM W/ ENERGY CODE3/4" T&G PLYWOOD SUBFLOOR GLUED & SCREWED24" FLOOR TRUSSES @ 19.2" O.C.(FLOOR SYSTEM DESIGNER TO VERIFY SIZE & SPACING BASED ON SPANS)FLASHING UNDER SILLS & STOOPSTREATED 2X8 SILL PLATE w/ SEALER1/2" ANCHOR BOLTS @ 6' O.C. & 1' FROM CORNERS5/8" GYP. BRD. ON CEILINGSPRAY INSULATE RIMS (R-21)WATERPROOFINGEXTERIOR THERMAL WALL:2" RIGID INSULATION (R-10) APPLIED TO EXTERIOR, PROVIDE FLASHING TO COVER EXPOSED INSULATIONPOURED CONC. WALL PER PLANREINFORCE WALLS PER CODE AND ENGINEER'S SPECIFICATIONS20" X 8" CONTINUOUS CONC. FOOTING UNLESS OTHERWISE NOTED4" CONC. SLABVAPOR/MOISTURE BARRIER PER IRC SECTION 506 EXTENDING UP THE WALL AND SEALED TO FOUNDATION WALL4" SAND/AGGREGATE FILLIN-FLOOR HEAT PER PLAN (OPTIONAL)2" RIGID INSULATION (OPTIONAL)INTERIOR & EXTERIOR 4" DIA. PERFORATED DRAIN TILE PIPED TO SUMP BASKETINTERIOR THERMAL WALL:1" RIGID INSULATION (R-5)2x4 STUDS @ 16" O.C.2x4 TRD. PLATE1/2" GYP BD.0374076' - 0"5' - 0 1/2"4' - 0"4"8' - 4"8' - 0"15' - 3 1/4"2 3/4"FRONT PORCHFLAGSTONE TOPPING10'-1 1/8" CLG. HGT.ROOF TRUSSES @ 24" O.C.0346X6 TRD. POSTGIRDER TRUSS PER MFG SPEC.3)2x10 HDR FLUSH2' - 0"6' - 8"2' - 0"2)2x10 HDR FLUSHGIRDER TRUSS PER MFG SPECFINISHED LENGTH6' - 0"FRAMING LENGTH5' - 7"FRAMING WIDTH1' - 7"FINISHED WIDTH2' - 0"GIRDER TRUSS PER MFG SPEC.2)2x10 HDR FLUSHFIN. WIDTH1' - 2"FRMG. WIDTH11 1/2"FIN. DEPTH1' - 2"FRAM. DEPTH11 1/2"COLUMN BASE CONSTRUCTION:2" STONE VENEERGROUT JOINTSWIRE MESH ATTACHMENT1/2" TRD. PLYWOOD2X4 FRAMED BOX3-1/2" STONE CAPCOLUMN TOP CONSTRUCTION:2-TIER BUILT-UP BASE/TOP w/ 5/4"x6" TRIM & 5/4"x4" TRIM3/4" COMPOSITE WRAP1/2" TRD. PLYWOOD2X4 FRAMED BOX6X6 TRD. STRUCTURAL POSTFirst Floor Clg.1017' -1 1/8"24 3/4"11 1/4"3' - 0"1' - 6 3/4"FLAT ROOF CONSTRUCTION:EPDM RUBBER MEMBRANE (MEMBRANE TO EXTEND 12"-18" ABOVE ABUDDING WALLS/ROOFSRIGID INSULATION TAPERED (DIRECTIONS PER ROOF PLAN)3/4" ROOF SHEATHING18" FLOOR TRUSSES @ 24" O.C. (PER ENG)FLUSHED BEAM PER MFG. SPEC.EAVE CONSTRUCTION:2X6 CANTILEVERED JOIST SISTERED TO SIDE OF ROOF TRUSS2X6 SUB FASCIA2X4 LOOKOUTS1/2" TRD. PLYWOOD @ END3/4" COMPOSITE WRAP @ END5"x8" GUTTER w/ DOWNSPOUTS3/4" T&G PINE CLG.8"5"3/4" T&G PINE CLG.BEAM FLUSHEDPER MFG. SPEC.First Floor1007' -0"First Floor Clg.1017' -1 1/8"Garage Floor1005' -3 3/4"1' - 8 1/4"1' - 9 3/4"3' - 6"3' - 6"3 1/2"7' - 11 7/8"1' - 6 3/4"10' - 1 1/8"LINE OF MAIN LEVELFIN. WIDTH2' - 0"FRAM. WIDTH1' - 7"FIN. WIDTH1' - 2"FRAM. WIDTH11 1/2"6X6 POST11 1/4"BEAM FLUSHEDPER MFG. SPEC.COLUMN TOP CONSTRUCTION:2-TIER BUILT-UP BASE/TOP w/ 5/4"x6" TRIM & 5/4"x4" TRIM3/4" COMPOSITE WRAP1/2" TRD. PLYWOOD2X4 FRAMED BOX6X6 TRD. STRUCTURAL POSTCOLUMN BASE CONSTRUCTION:2" STONE VENEERGROUT JOINTSWIRE MESH ATTACHMENT1/2" TRD. PLYWOOD2X4 FRAMED BOX3-1/2" STONE CAP0352' - 0"Roof1028' -3"18"TYPICAL EAVE CONSTRUCTION:ARCHITECTURAL GRADE ASPHALT SHINGLES#15FELT & ICE & WATER SHIELD (6'-0")1/2" OSB SHEATHING w/STEEL CLIPSTRUSSES @ 24" O.C. (PER MFG. SPEC.)BAFFLES w/1" AIR SPACE2X4 LOOKOUTS2X10 SUB FASCIA1X4 ON 1X10 COMPOSITE FASICA COMPOSITE VENTED SOFFITSCOMPOSITE FRIEZE BOARDSR-50 BLOWN INSULATIONPOLY VAPOR BARRIER5/8" GYP. BRD. CEILING10" 12"Energy Heel16 13/16"7 7/16"Garage Clg.1015' -7 3/4"3' - 0"8" 12"8 5/16"TOP OF OVERHEAD DRBEAM PERMFG. SPEC.TYPICAL EAVE CONSTRUCTION:ARCHITECTURAL GRADE ASPHALT SHINGLES#15FELT & ICE & WATER SHIELD (6'-0")1/2" OSB SHEATHING w/STEEL CLIPS2X10 JOISTS @ 16" O.C.3)2X10 STRUCTURAL FASCIA1X4 ON 1X10 COMPOSITE FASICA ALUMINIUM VENTED SOFFITSCOMPOSITE FRIEZE BOARDSR-50 BLOWN INSULATIONPOLY VAPOR BARRIER5/8" GYP. BRD. CEILING2X10 JOISTS @ 16" O.C.2' - 4"BRACKET #2(SEE 7/01)Garage Clg.1015' -7 3/4"Energy Heel7 13/16"12" 12"24"6"30"8" 12"15 3/16"TYPICAL EAVE CONSTRUCTION:ARCHITECTURAL GRADE ASPHALT SHINGLES#15FELT & ICE & WATER SHIELD (6'-0")1/2" OSB SHEATHING w/STEEL CLIPSTRUSSES @ 24" O.C. (PER MFG. SPEC.)BAFFLES w/1" AIR SPACE2X4 LOOKOUTS2X10 SUB FASCIA1X4 ON 1X10 COMPOSITE FASICA COMPOSITE VENTED SOFFITSCOMPOSITE FRIEZE BOARDSR-50 BLOWN INSULATIONPOLY VAPOR BARRIER5/8" GYP. BRD. CEILINGFirst Floor Clg.1017' -1 1/8"36"18"1' - 6 3/4"4' - 6"5"8"EAVE CONSTRUCTION:2X6 CANTILEVERED JOIST SISTERED TO SIDE OF ROOF TRUSS2X6 SUB FASCIA2X4 LOOKOUTS1/2" TRD. PLYWOOD @ END3/4" COMPOSITE WRAP @ END5"x8" GUTTER w/ DOWNSPOUTS3/4" T&G PINE CLG.FLAT ROOF CONSTRUCTION:EPDM RUBBER MEMBRANE (MEMBRANE TO EXTEND 12"-18" ABOVE ABUDDING WALLS/ROOFSRIGID INSULATION TAPERED (DIRECTIONS PER ROOF PLAN)3/4" ROOF SHEATHING18" FLOOR TRUSSES @ 24" O.C. (PER ENG)FLUSHED BEAM PER MFG. SPEC.BEAM/HDR FLUSHED PER MFG. SPEC.DRAWN BYDESCRIPTIONPROJECT #PROJECTISSUERE-ISSUEBUILDER18476 KENRICK AVE. SUITE #202LAKEVILLE, MN 55044TEL: 952.428.8200EM: Dave@DavidCharlezDesigns.comD A V I D C H A R L E Z D E S I G N SD A V I D C H A R L E Z D E S I G N SD A V I D C H A R L E Z D E S I G N SD A V I D C H A R L E Z D E S I G N SaNotes: Dimensions, details and conformation to all local codes are to be verified by owner and contractor prior to the start of construction. The designer of the home is not a licensed structural engineer or architect and will assume no responsibility 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 thata 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. Allbuilding 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.4/10/2020 4:22:27PM03Roof Plan & Plan DetailsDEN - SherelsResidence-CDREV1-SMSherels ResidenceDenali Custom Homes18352 Minnetonka BoulevardWayzata, MN, 5539110.1.2019GM10091 205th Street W.Lakeville, MN 550443/16" = 1'-0"1Roof Plan1/2" = 1'-0"2Detail - Typical Wall Section3/8" = 1'-0"3Detail - Front Porch1" = 1'-0"4Detail - Porch Column1" = 1'-0"5Detail - Eave @ Front Porch1/2" = 1'-0"6Section - Porch Column1" = 1'-0"7Detail - Typical Eave Construction1" = 1'-0"8Detail - Eave @ Garage Dr1" = 1'-0"9Detail - Eave @ Garage1" = 1'-0"10Detail - Eave @ Mud Rm NOTE: main foundation wall heights18'-0" x 14" FOUNDATION WALL68" x 12" FOOTING (PER ENG.) REBAR PER CODE1' - 8"11' - 10"22' - 4"11' - 8"4' - 0"12' - 3 1/2"22' - 6"15' - 10 1/2"15' - 8"11' - 0"4' - 8"2' - 0"10' - 3 1/2"9' - 10 1/2"12' - 7 1/2"14 1/2"25 1/2"22 1/2"9' - 3" - M.O.18' - 3" - M.O.9' - 3" - M.O.24 1/2"14 1/2"24 1/2"14 1/2"16 1/2"47' - 6"70' - 4"3' - 1 1/2"5' - 8 1/2"13' - 6"22' - 6"2' - 2"5' - 10"12' - 4"5' - 10"6' - 0"3 1/2"11' - 10"1' - 8"4"6' - 8"2' - 0"13' - 6"1' - 2"1' - 6"2' - 0"12' - 4 1/2"1' - 6"2' - 0"6' - 0"3' - 10 1/2"6' - 0"7' - 10"14' - 8"12' - 0"6' - 0"2' - 2"2' - 2"44' - 10"26' - 2"117' - 10"6' - 0"123' - 10"2' - 1 1/2"15' - 10 1/2"71' - 0"1' - 8"54' - 0"9' - 10"18' - 9 1/2"16' - 6 1/2"55' - 8"45' - 2"14' - 0"9' - 0"7' - 0"23' - 0"100' - 10"1' - 10"15' - 4"22' - 0"22' - 0"9' - 10"15' - 2"18' - 0"25' - 8 1/2"3 1/2"71' - 0"16' - 2 3/4"13' - 11 1/4"4' - 7 1/2"34' - 9 1/2"26' - 1"7' - 0"12"12' - 10 1/2"21' - 5 1/2"27' - 2 1/2"28' - 8 1/2"17' - 5 1/4"4' - 0 1/4"13' - 10 1/2"14' - 0"20' - 10 3/4"21' - 5 1/4"4' - 10"4"60' - 10 1/2"2' - 0"10' - 1 1/2"10 1/2"5' - 0"6' - 3" - M.O.12' - 1 1/2"14' - 4"11' - 10"8' - 2"9' - 10"3 1/2"123' - 10"12"12"10"10"10"10"10"10"10"10"13 1/2"10"10"10"10"8"14"14"12"12"12"14"10"8"8"8"8"10"10"10"8"8"10"10"10"8"14"14"14"8"8"12"12"12"8"8"8"F2-aF2-aF2F2F2F4F4F7-dF7-dF7-dF7-eF7-eF7-eF3F3F3F2-aF7-bF7F1-bF1F1F1F3-aF1-aF6-aF6F6-bF6-aF6-aF7-aF7-cF7-cF7-cF7-aF7-aF7-cF7-cF7-cF7-aF7-aF7-aF7-eF7-eF5F5F5F5F1-aF118'-0" x 14" FOUNDATION WALL w/ 2" EXTERIOR SLAB LEDGE30" x 12" FOOTING (PER ENG.) REBAR PER CODEF1-b18'-0" x 14" FOUNDATION WALL w/ 4" EXTERIOR SLAB/STONE LEDGE & 8" INTERIOR STAIR LEDGE30" x 12" FOOTING (PER ENG.) REBAR PER CODEF210'-0" x 10" FOUNDATION WALL PULLED IN 1-1/2" & 2" CERTISTUDS20" x 8" FOOTING (PER ENG.) REBAR PER CODEF2-a10'-0" x 10" FOUNDATION WALL w/ 4" SLAB/STONE LEDGE20" x 8" FOOTING (PER ENG.) REBAR PER CODEF38'-0" x 8" FOUNDATION WALL42" x 8" FOOTING (PER ENG.) REBAR PER CODEF3-a8'-0" x 8" FOUNDATION WALL w/ 2" EXTERIOR SLAB/STONE LEDGE. PROVIDE 3-1/2"x6" POUR ON TOP OF WALL FOR 2X6 STUD WALL FRAMING20" x 8" FOOTING (PER ENG.) REBAR PER CODEF47'-0" x 10" FOUNDATION WALL w/ 4" INTERIOR SLAB LEDGE PULLED IN 1-1/2" & 2" CERTISTUDS20" x 8" FOOTING (PER ENG.) REBAR PER CODEF53'-6" x 10" FOUNDATION WALL w/ 2" EXTERIOR SLAB/STONE LEDGE20" x 8" FOOTING (PER ENG.) REBAR PER CODEF5-a -N/A-4'-8" x 10" FOUNDATION WALL w/ 3-1/2" INTERIOR SLAB LEDGE PULLED IN 1-1/2" & 2" CERTISTUDS20" x 8" FOOTING (PER ENG.) REBAR PER CODEF64'-8" x 12" FOUNDATION WALL w/ 2" EXTERIOR SLAB/STONE LEDGE & 4" INTERIOR SLAB LEDGE20" x 8" FOOTING (PER ENG.) REBAR PER CODEF6-a3'-6" x 8" FOUNDATION WALL20" x 8" FOOTING (PER ENG.) REBAR PER CODEF73'-6" x 8" FOUNDATION WALL w/ 2" INTERIOR SLAB LEDGE20" x 8" FOOTING (PER ENG.) REBAR PER CODEF7-a3'-6" x 10" FOUNDATION WALL w/ 2" INTERIOR SLAB LEDGE & 2" EXTERIOR STONE LEDGE20" x 8" FOOTING (PER ENG.) REBAR PER CODEF7-c3'-6" x 10" FOUNDATION WALL w/ 4" INTERIOR SLAB LEDGE. PROVIDE 3-1/2"x6" POUR ON TOP OF WALL FOR 2X6 STUD WALL FRAMING20" x 8" FOOTING (PER ENG.) REBAR PER CODEF7-d3'-6" x 12" FOUNDATION WALL w/ 2" EXTERIOR SLAB/STONE LEDGE & 4" INTERIOR SLAB LEDGE. PROVIDE 3-1/2"x6" POUR ON TOP OF WALL FOR 2X6 STUD WALL FRAMING20" x 8" FOOTING (PER ENG.) REBAR PER CODEF7-eFOUNDATION WALL HEIGHTS ARE SUBJECT TO CHANGE DUE TO GRADE AND SITE CONDITIONS.ALL FOUNDATION WALL HEIGHTS MUST BE VERIFIED ON SITE PRIOR TO CONSTRUCTION BY THE CONTRACTOR AND OR SUBCONTRACTOR.FOUNDATION CONTRACTOR WILL STEP FOUNDATION WALLS AS NECESSARY TO MAINTAIN FROST PROTECTION IN ACCORDANCE TO CURRENT MINNESOTA CODE REGULATIONS AND ZONING.FOUNDATION WALLS DISCLOSURE:FOUNDATION NOTES:ALL WALLS SHOWN ARE POURED CONCRETE. ALL WALLS, FOOTINGS, AND PADS TO HAVE REBAR AS SPECIFIED BY CODE AND STRUCTURAL ENGINEERWALLS w/ GRAYED OUT BORDER INDICATE WALLS PULLED IN 1-1/2" w/ 2" CERTISTUDS FOR FLUSHED INSULATION & SIDING APPLICATIONREFER TO SILL PLATE DETAIL(S) LOCATED ON (PG. 04-06) AND STRUCTURAL DRAWINGS FOR ADDITIONAL DETAILS54"x54"x12"CONC. PAD(F3)4" SLAB LEDGE4" SLAB LEDGE4" SLAB LEDGE4" SLAB LEDGE2" SLAB/STONE LEDGE2" SLAB/STONE LEDGE2" SLAB/STONE LEDGE2" SLAB/STONE LEDGE2" SLAB LEDGE2" SLAB LEDGE4" SLAB LEDGE2" CERTISTUDS FOR FLUSH SIDING APPLICATION2" CERTISTUDS FOR FLUSH SIDING APPLICATION2" CERTISTUDS FOR FLUSH SIDING APPLICATION2" CERTISTUDS FOR FLUSH SIDING APPLICATION2" SLAB/STONE LEDGE58"x4" STAIR LEDGEINTERIOR BEARING WALLS:4X6 CONCRETE POUR16"X8" FOOTING (TYPICAL)4" STONE LEDGE4" SLAB LEDGE4" SLAB/STONE LEDGE2" STONE LEDGE4" SLAB LEDGE4" SLAB LEDGE3-1/2" SLAB LEDGE2" SLAB LEDGE2" SLAB LEDGE2" SLAB LEDGE2" SLAB LEDGE2" SLAB LEDGE2" SLAB LEDGE2" STONE LEDGE2" SLAB LEDGE2" STONE LEDGE12'-0" LINEAR TRENCH DRAIN(IN GARAGE SLAB)8'-0" LINEAR TRENCH DRAIN(IN GARAGE SLAB)8'-0" LINEAR TRENCH DRAIN(IN GARAGE SLAB)UNEXCAVATEDUNEXCAVATED1007' - 0"MAIN LEVELFLOOR ELEVATION1005' - 3 3/4"GARAGE SLABFLOOR ELEVATIONTYPICAL SLAB CONSTRUCTION:4" CONCRETE SLABPOLY/VAPOR BARRIER2" RIGID INSULATION (OPT.)SAND BED GRANULAR FILLTYPICAL SLAB CONSTRUCTION:4" CONCRETE SLABPOLY/VAPOR BARRIER2" RIGID INSULATION (OPT.)SAND BED GRANULAR FILLTYPICAL SLAB CONSTRUCTION:4" CONCRETE SLABPOLY/VAPOR BARRIER2" RIGID INSULATION (OPT.)SAND BED GRANULAR FILLTYPICAL SLAB CONSTRUCTION:4" CONCRETE SLABPOLY/VAPOR BARRIER2" RIGID INSULATION (OPT.)SAND BED GRANULAR FILLFLOORDRAINUNEXCAVATED208407409110308309209509507108408F74'-8" x 14" FOUNDATION WALL w/ 2" EXTERIOR SLAB/STONE LEDGE & 4" INTERIOR SLAB LEDGE20" x 8" FOOTING (PER ENG.) REBAR PER CODEF6-b4' - 8"12' - 9"STAIR FOOTING:12" SONO TUBE @ 42"BELOW GRADE3'-6" x 10" FOUNDATION WALL w/ 2" STONE LEDGE20" x 8" FOOTING (PER ENG.) REBAR PER CODEF7-b8"203TYPICAL SLAB CONSTRUCTION:4" CONCRETE SLAB PITCHED TOWARDS FLOOR DRAINSSAND BED GRANULAR FILLBASEMENT SLAB ELEVATION:996'-1 1/4" BASEMENT SLAB ELEVATION:996'-1 1/4" SPORT COURT SLAB ELEVATION:988'-1 1/4" PATIO SLABELEVATION:995'-6 1/4" POOL PATIOELEVATION:995'-6 1/4" F5PATIO SLABELEVATION:995'-6 1/4" POOL PATIOELEVATION:995'-6 1/4" POOL PATIOELEVATION:995'-6 1/4" 10"10"10"10"10"36"x36"x12"CONC. PAD(F1)42"x42"x12" CONC. PAD (F2)F7-b10' - 0"BUTRESS FND WALL PER ENGINEER SPEC.10' - 0"BUTRESS FND WALL PER ENGINEER SPEC.2X8 PLATE @ STAIR LANDINGNOTE: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.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:2X8 STAIR LANDINGLINE OF MAIN LEVELWOOD CAP3" FURRING WALL:1/2" GYP. BRD.2X4 STUDS1" RIGID INSULATION2" STONE4"6"4"14 1/4"6"5"2X8 SILL PLATE1/2" PLYWOOD2X6 STUDS @ 16" O.C.1/2" GYP. BRD.2" INSULATION2" RIGID INSULATION2X4 SILLPLATESANCHORBOLTCONC. WALL PER PLANFRONT PORCH2" CERTISTUDSLAP SIDING1/2" SHEATHING2X8 CANTILEVEREDSILL PLATE1/2" ANCHOR BOLTBUILDING PAPER1 1/2"FOUNDATION WALL PULLEDINTO HOUSE 1-1/2"2X8 CANTILEVERED SILL PLATENOTE:ALL APPLICABLE AREAS ON THIS PLAN TO BE BUILT ACCORDING TO THIS DETAIL. FOR AREAS THAT DO NOT APPLY TO THIS DETAIL, REFERENCE ANOTHER DETAIL PROVIDED ON PLANS OR CONSULT WITH GENERAL CONTRACTOR FOR PERFERRED CONSTRUCTION METHODS. ALL DETAILS TO BE VERIFED AND CONFIRMED WITH GENERAL CONTRACTOR.T.C.B. FLOOR TRUSSES PER PLANMETAL FLASHINGNOTE:FOUNDATION WALL SIZE MAY VARY PER PROJECT. SEE FOUNDATION PLAN2X6 SOLE PLATEINSULATION PER CODE2X6 STUDS @ 16" O.C.1/2" GYP. BRD.DRAWINGS HAVE NOT BEEN DRAWN OR APPROVED BY A STRUCURAL ENGINEER. SUBJECT TO CHANGE. ALL ITEMS SHOWN MUST BE VERIFIED WITH STRUCTURAL ENGINEER FOR SAFETY AND CODE COMPLIANCE BEFORE, DURING, AND AFTER CONSTRUCTION. DAVID CHARLEZ DESIGNS DOES NOT ACCEPT ANY RESPONSIBILITY FOR ANY STRUCTURAL MEMBERS NOT PROPERLY ENGINEERED AS REQUIRED FOR STRUCTURE.NOTE:14 1/4"10"2" RIGID INSULATIONLAP SIDING1/2" SHEATHING2X8 CANTILEVEREDSILL PLATE1/2" ANCHOR BOLTBUILDING PAPER1 1/2"FOUNDATION WALL PULLEDINTO HOUSE 1-1/2"2X6 SOLE PLATE2X8 SILL PLATE LOOKOUT WALLNOTE:ALL APPLICABLE AREAS ON THIS PLAN TO BE BUILT ACCORDING TO THIS DETAIL. FOR AREAS THAT DO NOT APPLY TO THIS DETAIL, REFERENCE ANOTHER DETAIL PROVIDED ON PLANS OR CONSULT WITH GENERAL CONTRACTOR FOR PERFERRED CONSTRUCTION METHODS. ALL DETAILS TO BE VERIFED AND CONFIRMED WITH GENERAL CONTRACTOR.NOTE:NOTE:FOUNDATION WALL SIZE MAY VARY PER PROJECT. SEE FOUNDATION PLANINSULATION PER CODE2X6 STUDS @ 16" O.C.1/2" GYP. BRD.DRAWINGS HAVE NOT BEEN DRAWN OR APPROVED BY A STRUCURAL ENGINEER. SUBJECT TO CHANGE. ALL ITEMS SHOWN MUST BE VERIFIED WITH STRUCTURAL ENGINEER FOR SAFETY AND CODE COMPLIANCE BEFORE, DURING, AND AFTER CONSTRUCTION. DAVID CHARLEZ DESIGNS DOES NOT ACCEPT ANY RESPONSIBILITY FOR ANY STRUCTURAL MEMBERS NOT PROPERLY ENGINEERED AS REQUIRED FOR STRUCTURE.NOTE:METAL FLASHING2" RIGID INSULATION2"STONE1/2" SHEATHING2X8 CANTILEVEREDSILL PLATE1/2" ANCHOR BOLTBUILDING PAPERFOUNDATION WALL PULLEDINTO HOUSE 1-1/2"2X8 CANT. SILL PLATE w/STONENOTE: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.T.C.B. FLOOR TRUSSES PER PLANNOTE:FOUNDATION WALL SIZE MAY VARY PER PROJECT. SEE FOUNDATION PLAN2X6 SOLE PLATEINSULATION PER CODE2X6 STUDS @ 16" O.C.1/2" GYP. BRD.DRAWINGS HAVE NOT BEEN DRAWN OR APPROVED BY A STRUCURAL ENGINEER. SUBJECT TO CHANGE. ALL ITEMS SHOWN MUST BE VERIFIED WITH STRUCTURAL ENGINEER FOR SAFETY AND CODE COMPLIANCE BEFORE, DURING, AND AFTER CONSTRUCTION. DAVID CHARLEZ DESIGNS DOES NOT ACCEPT ANY RESPONSIBILITY FOR ANY STRUCTURAL MEMBERS NOT PROPERLY ENGINEERED AS REQUIRED FOR STRUCTURE.NOTE:14 1/4"10"DRAWN BYDESCRIPTIONPROJECT #PROJECTISSUERE-ISSUEBUILDER18476 KENRICK AVE. SUITE #202LAKEVILLE, MN 55044TEL: 952.428.8200EM: Dave@DavidCharlezDesigns.comD A V I D C H A R L E Z D E S I G N SD A V I D C H A R L E Z D E S I G N SD A V I D C H A R L E Z D E S I G N SD A V I D C H A R L E Z D E S I G N SaNotes: Dimensions, details and conformation to all local codes are to be verified by owner and contractor prior to the start of construction. The designer of the home is not a licensed structural engineer or architect and will assume no responsibility 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 thata 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. Allbuilding 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.4/10/2020 4:22:27PM04Foundation PlanDEN - SherelsResidence-CDREV1-SMSherels ResidenceDenali Custom Homes18352 Minnetonka BoulevardWayzata, MN, 5539110.1.2019GM10091 205th Street W.Lakeville, MN 550441" = 1'-0"2Detail - 2x8 Plate @ Stair Landing1" = 1'-0"3Detail - 2x8 Sill Plate1" = 1'-0"5Detail - 2x8 Plate @ Lookout1" = 1'-0"4Detail - 2x8 Sill Plate w/StoneNOTE:MARVIN WINDOWS (ELEVATE SERIES. WOOD CLAD ULTIMATE IN SOME AREAS) ARE CALLED OUT BY WINDOW FRAME SIZE IN INCHES. EXTERIOR WINDOW COLOR TO BE BLACK PER ELEVATION. WINDOW MANUFACTURER TO SPECIFY CLOSEST MATCHING SIZES & VERIFY EGRESS COMPLIANCE AND PROVIDE WINDOW SCHEDULE WITH ROUGH OPENINGS. WINDOW & DOOR HEADERS TO BE 2)2x10 UNLESS NOTED (PER MFG. SPECS.)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:CONCRETE PAD FOOTING SCHEDULEMARKFOOTING SIZEREINFORCEMENT EACH WAYF13'-0" x 3'-0" x 1'-0"#5 BARS @ 12" O.C.F23'-6" x 3'-6" x 1'-0"#5 BARS @ 12" O.C.F34'-6" x 4'-6" x 1'-0"#5 BARS @ 12" O.C.LOCATE REINFORCEMENT 3" FROM THE BOTTOM OF FOOTING10" or 12" C.I.P. ButtressWall on 6'-6" wide 12" thickfooting, rebar and hooks tohouse foundation per detail10/S2See detail 1/S2 foranchor bolt spacingand clips needed attrusses. 1' - 8"11' - 10"22' - 4"11' - 8"4' - 0"12' - 3 1/2"9' - 10 1/2"12' - 6"16' - 0"15' - 6"6' - 0"4' - 0"20' - 0"4' - 0"12' - 9 3/8"2' - 8 5/8"2' - 9 1/2"9' - 8 1/2"14 1/2"25 1/2"22 1/2"9' - 3" - M.O.18' - 3" - M.O.9' - 3" - M.O.24 1/2"14 1/2"24 1/2"14 1/2"16 1/2"10' - 3 1/2"2' - 0"47' - 6"70' - 2"34' - 0"117' - 8"3' - 0"5' - 10"13' - 6"22' - 6"2' - 2"5' - 10"12' - 4"5' - 10"1 1/2"6' - 0"3 1/2"11' - 10"1' - 8"4"6' - 8"2' - 0"13' - 6"1' - 2"1' - 6"14' - 4 1/2"1' - 6"6' - 0"3' - 10 1/2"6' - 0"7' - 10"14' - 8"12' - 0"6' - 0"2' - 2"2' - 2"2' - 1 1/2"15' - 10 1/2"44' - 10"26' - 2"71' - 0"1' - 8"54' - 0"9' - 10"18' - 9 1/2"16' - 4 1/2"7' - 0"7' - 0"55' - 8"45' - 0"14' - 0"9' - 0"4' - 0"20' - 0"4' - 0"28' - 0"23' - 0"100' - 8"100' - 8"51' - 0"151' - 8"4' - 0"40' - 0"4' - 0"10' - 10 1/2"8' - 9 1/4"9' - 2 3/4"11' - 2 3/4"14' - 7 3/4"2' - 0"15' - 0"18' - 0"25' - 10 1/2"10' - 1 1/2"5' - 9 7/8"4' - 2 1/8"10' - 0"2' - 2"4' - 10"71' - 0"17' - 6"4' - 6"9' - 0"13' - 0"1 1/2"12"12"12"7' - 0"12"8' - 8"4' - 4"5' - 0"6' - 3" - M.O.2' - 0"14' - 4"11' - 10"8' - 2"9' - 10"5' - 11"6' - 7"3' - 8"4' - 8 3/4"10"4' - 1 3/4"9' - 6"6' - 9 1/2"1' - 6"6' - 2 1/2"17' - 11 1/2"12' - 6 3/4"12"11' - 10 1/2"28 1/2"20 1/2"10' - 11 3/4"3' - 5"13' - 2 1/4"14' - 4 1/2"4' - 6 1/2"23' - 7 3/4"4' - 0"4' - 5 1/2"UPDN36"x80" DOOR @SPORT COURT LEVEL2)2x10 HDR18' - 6"16' - 8"2X6 BRG. WALL2X6 BRG. WALL2X6 BRG. WALL2)11 7/8" LVL FLUSHW12x40 OR W14x34 FLUSHSIZE TO ALLOW FOR HVAC RUNS3' - 0"80" RADIUSPERFORMANCESTAGE72 1/8"96 1/8"2' - 0"1' - 0"3' - 0"2' - 6"6' - 3"6' - 3"2' - 6"36" HIGHSNACK BARTV WALL3' - 6 1/2"6 1/2"RAILING4' - 0"4' - 0"11"11"6' - 6 3/4"2' - 8 1/2"4' - 0 1/2"SUMP w/SEALEDCOVER30"x80" DOOR @SPORT COURT LEVEL32"x72" DOOR @SPORT COURT LEVEL2)2x10 HDR12'-0" LINEAR TRENCH DRAIN(IN GARAGE SLAB)8'-0" LINEAR TRENCH DRAIN(IN GARAGE SLAB)8'-0" LINEAR TRENCH DRAIN(IN GARAGE SLAB)10 1/2"12' - 1 1/2"44" TALL CABINET42" REFRIG24"SINKUPPER CABINETS/SHELVES7' - 6"7' - 3 1/4"EQEQEQEQBILLIARDSWOOD FLOOR16'-0" SHUFFLEBOARDPOKER TABLEFURN.FURN.W.H.F.D.54" VANITYFAN36"x60"TILE SHWR28"LINEN30"x96"DOOR30"x96"DOOR2X6 WALL36"x96"C.O.2) 36"x96"DBL. PKT DOORSEXERCISE ROOMCARPET FLOORGUEST BDRMCARPET FLOORBATHTILE FLRFAMILY RMWOOD FLOORGAME ROOMWOOD FLOORSTAIRSWOOD TREADS& RISERSMECH. ROOMCONCRETE FLOOR36"x96"DOOR2) 30"x96"DOORSR&SPATIOFLAGSTONE PAVERS2X62X6 WALL2X6 BRG.SPORT COURTWOOD SPORT FLOORUNEXCAVATEDUNEXCAVATEDTYPICAL SLAB CONSTRUCTION:4" CONCRETE SLABPOLY/VAPOR BARRIER2" RIGID INSULATION (OPT.)SAND BED GRANULAR FILLTYPICAL SLAB CONSTRUCTION:4" CONCRETE SLABPOLY/VAPOR BARRIER2" RIGID INSULATION (OPT.)SAND BED GRANULAR FILLINTERIOR 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.INTERIOR 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.3"3"W12x40 OR W14x34 FLUSHSIZE TO ALLOW FOR HVAC RUNSBRG. PT. TO REST ON BEAMBRG. PT. TO REST ON BEAMBRG. PT. TO REST ON BEAMDECK STAIRS12"12"13' - 0"FLOOR DRAINSLEEVEWATER &SEWERSLEEVEA.C. PADUNEXCAVATEDGAS & ELECTRICSERVICE LOCATIONNOTE:SOLID BLOCK ALL JOIST SPACESFIRE CAULK ALL PENETRATIONS IN SOLID BLOCKNOTE:PROPOSED RETAINING WALL, VERIFY LOCATION AND DESIGN WITH LANDSCAPE DESIGNER AND SURVEYING ENGINEER24" FLOOR TRUSSES @ 19.2" O.C.NOTE:MECHANICAL CONTRACTOR TO VERIFY ALL EQUIPMENT LOCATIONS24" FLOOR TRUSSES @ 19.2" O.C.24" FLOOR TRUSSES @ 19.2" O.C.NOTE:PROPOSED RETAINING WALL, VERIFY LOCATION AND DESIGN WITH LANDSCAPE DESIGNER AND SURVEYING ENGINEERLOOKOUTLOOKOUTWALKOUTWALKOUTW.O.W.O.W.O.W.O.W.O.W.O.WALKOUTWALKOUTOUTDOOR LIVING AREAFLAGSTONE PAVERS8' POOL TABLE40' x 20' POOLPOOL BY OTHERSDIMENSIONS ARE TO EDGE OF CONCRETE AND EDGE OF FRAMINGFLOOR TRUSSES ARE CALLED OUT AT 19.2" O.C.FLOOR SYSTEM DESIGNER VERIFY SPACING ANDADJUST AS ALLOWED BY SPANSCEILING HEIGHT @ 8'-10" UNLESS NOTEDSET WINDOW HDRS @ 96" FROM CONCRETE FLOOR UNLESS NOTEDALL WINDOW/DOOR HEADERS TO BE FLUSHED INTO FLOOR SYSTEM (PER MFG. SPEC). ALL BEAMS SHOWN SHOULD BE SIZED TO ALLOW FOR HVAC RUNS THROUGHOUT ENTIRETY OF HOME.NOTE:ALL ROOMS TO HAVE WIRSBO HYDRONIC IN-FLOOR HEAT EXCLUDING SPORT COURT, SPORT COURT STORAGE, AND MECHANICAL ROOM. PROVIDE 2"-4" INSULATION UNDERNEATH SLAB.NOTE:2x12 JOISTS@ 16" O.C.2)2x12 HDR FLUSH3)2x12 HDR FLUSH 5 1/4" x 12 3/8" GLULAMBEAMS FLUSHEDPER MFG. SPEC.2)2x12 HDR FLUSH2" STONE ON PATIO FACE2084074091095101103083092096102104105095071084082x12 JOISTS@ 16" O.C.18"SUMP w/SEALEDCOVERGIRDER TRUSS PER MFG. SPEC.FLOOR GIRDER PER MFG. SPEC.2)2x10 HDR DROPPED B.O. NO LOWER THAN 96"2)2x10 HDR FLUSHBRG. PT. TO REST ON BEAM3102038107103' - 6"5' - 5"307FIREPLACE CHASE ABOVE1) ICA33633)2x6 HDR1)9080 0L3R BI-FOLDING DR3)9 1/2" LVL FLUSH2) ICA33632)11 7/8" HDR CONT.3) ICAP37633)20" LVL FLUSH1) ISFD12080 OXXO3)11 7/8" LVL1) IIFD3080 XR3)2x6 HDRGRILLSD/CO SD/COTYPICAL SLAB CONSTRUCTION:4" CONCRETE SLAB PITCHED TOWARDS FLOOR DRAINSSAND BED GRANULAR FILL3"2)11 7/8" LVL FLUSH5 1/4" X 5 1/4" PSL POST5 1/4" X 7" PSL POSTW12x79 OR W14x61 FLUSHSIZE TO ALLOW FOR HVAC RUNS1) ICA33553)2x6 HDR5 1/4" x 12 3/8" GLULAM5 1/4" x 12 3/8" GLULAM3)2x12 FLUSH10' - 0"BUTRESS FND WALL PER ENGINEER SPEC.10' - 0"BUTRESS FND WALL PER ENGINEER SPEC.2"6"4"12"3 1/2"2" INSULATION2" INSULATION @ 45 DEGREE ANGLE4" SAND12" walkout wall W/ ledgeNOTE: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:2" STONEBUILDING PAPER1/2" PLYWOOD2X6 STUDS @ 16" O.C.INSULATION PER CODE1/2" GYP. BRD.1/2" ANCHOR BOLT2X6 SILL PLATEDRAWINGS HAVE NOT BEEN DRAWN OR APPROVED BY A STRUCURAL ENGINEER. SUBJECT TO CHANGE. ALL ITEMS SHOWN MUST BE VERIFIED WITH STRUCTURAL ENGINEER FOR SAFETY AND CODE COMPLIANCE BEFORE, DURING, AND AFTER CONSTRUCTION. DAVID CHARLEZ DESIGNS DOES NOT ACCEPT ANY RESPONSIBILITY FOR ANY STRUCTURAL MEMBERS NOT PROPERLY ENGINEERED AS REQUIRED FOR STRUCTURE.NOTE:4" PATIO SLAB7"2X8 PLATE @ SPORT COURTNOTE: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.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:2X8 STAIR LANDING3" FURRING WALL:1/2" GYP. BRD.2X4 STUDS1" RIGID INSULATIONLINE OF BASEMENT SLAB1 1/2"2X8 PLATE CANTILEVERED 1-1/2"2X4 STUD WALL2X6 STUD WALL3-1/2" CONC. SLAB8"2" RIGID INSULATIONM.L. FLOOR TRUSS TO SLABNOTE: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.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:12"2"14"3 1/2"24 3/4"3/4" SUBFLOOR24" FLOOR TRUSSES PER PLAN2X6 SILLPLATE4" CONC. SLABLINE OF MAIN LEVEL14 1/4"2x8 wall framing @ m.l. slabNOTE: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: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:6"3 1/2"6 1/2"3 1/2"10"LAP SIDINGBUILDING PAPER1/2" PLYWOOD2X8 STUDS @ 16" O.C.1/2" GYP. BRD.2X8 SILL PLATE2" RIGIDINSULATION2" CERTISTUDSMETAL FLASHINGINSULATION @ 45 DEGREE ANGLE1/2" ANCHOR BOLTDRAWN BYDESCRIPTIONPROJECT #PROJECTISSUERE-ISSUEBUILDER18476 KENRICK AVE. SUITE #202LAKEVILLE, MN 55044TEL: 952.428.8200EM: Dave@DavidCharlezDesigns.comD A V I D C H A R L E Z D E S I G N SD A V I D C H A R L E Z D E S I G N SD A V I D C H A R L E Z D E S I G N SD A V I D C H A R L E Z D E S I G N SaNotes: Dimensions, details and conformation to all local codes are to be verified by owner and contractor prior to the start of construction. The designer of the home is not a licensed structural engineer or architect and will assume no responsibility 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 thata 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. Allbuilding 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.4/10/2020 4:22:29PM05Lower LevelDEN - SherelsResidence-CDREV1-SMSherels ResidenceDenali Custom Homes18352 Minnetonka BoulevardWayzata, MN, 5539110.1.2019GM10091 205th Street W.Lakeville, MN 550441" = 1'-0"2Detail - 12" Walkout Wall w/ Ledge1" = 1'-0"3Detail - 2x8 Plate @ Sport Court1" = 1'-0"4Detail - Floor Truss to Slab1" = 1'-0"5Detail - 2x8 Wall @ SlabNOTE:MARVIN WINDOWS (ELEVATE SERIES. WOOD CLAD ULTIMATE IN SOME AREAS) ARE CALLED OUT BY WINDOW FRAME SIZE IN INCHES. EXTERIOR WINDOW COLOR TO BE BLACK PER ELEVATION. WINDOW MANUFACTURER TO SPECIFY CLOSEST MATCHING SIZES & VERIFY EGRESS COMPLIANCE AND PROVIDE WINDOW SCHEDULE WITH ROUGH OPENINGS. WINDOW & DOOR HEADERS TO BE 2)2x10 UNLESS NOTED (PER MFG. SPECS.)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:Interior Shearwall AboveInterior BWP AboveShearwall 1/S3Interior BWP AboveInterior BWP Above12 LOWERCABINETS2' - 0"15' - 0"18' - 0"12' - 0"14' - 0"10' - 0"7' - 3 3/8"2' - 8 5/8"10' - 0"7' - 6"7' - 6"8' - 9 1/4"9' - 2 3/4"4' - 0"2' - 6 1/2"5' - 5 1/2"7' - 0"7' - 0"1' - 6"4' - 6"4' - 0"1' - 6"54' - 0"28' - 6"16' - 6"3' - 6"6' - 0"4' - 6"3' - 0"10' - 6"3' - 0"5' - 9"9' - 9 1/4"8' - 10 1/4"4' - 1 1/2"14' - 0"17' - 0"17' - 0"6' - 0"71' - 0"4' - 3 3/8"2' - 8 5/8"7' - 0"2' - 0"8' - 0"4' - 0"15' - 6"16' - 0"22' - 6"12' - 0"4' - 0"12' - 0"22' - 0"12' - 0"1' - 6"3' - 0"6' - 0"13' - 0"23' - 0"2' - 0"6' - 0"12' - 0"6' - 0"2' - 5"3' - 7"3' - 7"2' - 5"5' - 2"6' - 6"6' - 6"10' - 8 1/2"7' - 6 1/4"4' - 9 1/4"10"114' - 6"14' - 10"6' - 10"8' - 0"8' - 0"2' - 3 1/8"10' - 6 1/4"2' - 8 5/8"10"1' - 6"4' - 6"4' - 6"1' - 6"2' - 0"9' - 0"9' - 0"2' - 0"1' - 6"4' - 6"4' - 6"1' - 6"117' - 6"12' - 2 3/4"6' - 6 1/2"1' - 11"8' - 1"5' - 11 1/2"11' - 1"4' - 5 1/2"4' - 10 3/4"5' - 8 1/2"5' - 1 1/2"22"6' - 9 1/4"15' - 11 1/2"4' - 1 1/2"7' - 3 1/2"4' - 1 1/2"15' - 8 3/4"3' - 1 3/4"2' - 10"2' - 4 1/2"6' - 5"5' - 11 1/2"4' - 6 1/2"4' - 11 3/4"6' - 6 1/2"5' - 2 1/2"11"6' - 4"6' - 4"11"6' - 8 3/4"5' - 8 1/4"2' - 10 3/4"5' - 7 3/4"3' - 1"2' - 2"5' - 3"2' - 0"2' - 0"3' - 7 1/2"6' - 3 1/2"6' - 3 1/2"1' - 9 1/2"18' - 0"8' - 0"4' - 0"11' - 0"4' - 0"6"4' - 0"3' - 6"1' - 6"4' - 0"3' - 6"1' - 6"6"7' - 5 1/4"3' - 2"4' - 0 1/2"4' - 1 1/2"8' - 11"4' - 6 1/2"10' - 0"7' - 0"6' - 9 1/4"EQEQEQEQ7' - 3 3/4"6' - 8 1/4"8 1/2"4' - 0 3/4"5' - 11 1/2"4' - 6 1/2"2' - 0"3' - 1"6' - 4 1/4"6' - 4"LOWERCABINETS11"26 1/2"4' - 3 1/4"5' - 11 1/2"4' - 6 1/2"2' - 0 1/2"5' - 3 1/2"3' - 0"5' - 3 1/2"4' - 5"3' - 6"4' - 11 1/2"2' - 9"13' - 3"4' - 6"11' - 0"4' - 11 1/2"2' - 9"4' - 0"4' - 0"11"22 1/2"16 1/2"5' - 8 1/4"5' - 1 1/2"5' - 8 1/4"2' - 4"12"12"12"12"3' - 0"10' - 6"6"2' - 6"2' - 6"11' - 0"8' - 6 1/2"4' - 6"6"4' - 4"9' - 8"5' - 11"45' - 0"26' - 0"71' - 0"14' - 0"45' - 0"55' - 6"70' - 0"47' - 6"GAS FIREPLACEPER MFG. SPEC.36"x96"DOOR30"x96"DOOR36"x66" TUBFREE STANDINGGLASS WALL w/ 24" DOOR18"BENCH48" VANITY48" VTY41" COS.DESKCUSTOM TILE ZERO ENTRY SHOWER. DROP TRUSSES 1-1/2" FOR ZERO ENTRY ENTRANCE36"x96"PKT DR2X6 WALL2X6 WALL2X622"CAB.24" DEEP SHELVING24" DEEP SHELVING36"x53" PENINSULA24" DEEP SHELVING36"x96"PKT DR36"REF.BASE CABINETS36"x96"PKT DR36"x96"DOOR42" VANITYBIDET36" VANITY36"x96"DOOR6' - 6"6' - 6"36"x96"DOOR36"x96"DOOR54"x108" C.O.HVAC CHASEOPT. BUILT-IN CABINETS2X6 WALL2X6 WALLFANSD/COSD/COSD/CO36"x96"DOOR2X6 PLMG. WALLR&SFANGAS FIREPLACEPER MFG. SPEC.2X6 BRG. WALL12" HEARTH2X6 PLMG. WALL2X6 WALL2X62X62X6 BRG.36"x108"C.O.10" WOOD BEAM10"10"10" WOOD BEAM2X6 BRG. WALL2X6 BRG.2X6 WALL12'-8" x 9'-0" C.O.11'-0" x 5'-0"ISLAND10"10"10"x6" W'D B'M10"x6" W'D B'MD.W. D.W.30" SINK48" WOLF RANGESEE PAGE 06 FOR CLG. DETAILSEE PAGE 06 FOR CLG. DETAILSEE PAGE 06 FOR CLG. DETAIL30" SINK60" REF/FRZ30"OVENSHOOD VENTKITCHENWOOD FLOOR6" BOX UP CLG. w/ WOOD INLAYDININGWOOD FLOOR6" BOX UP CLG.HEARTH ROOMWOOD FLOOR12" HEARTHGAS FIREPLACEPER MFG. SPEC.12" HEARTHGAS FIREPLACEPER MFG. SPEC.SCREEN PORCHCOMPOSITE DECKINGVAULTED CLG.PINE T&G CLG.CONT. HDR. PERMFG. SPEC.6X6 POSTS6X6 POSTS36" SCREENDOORGRILL DECKCOMPOSITE DECKINGDECK STAIRS2-STORYGREAT RMWOOD FLOORVAULTED CLG.PANTRYWOOD FLOORPOCKETOFFICEWOOD FLOORBUILT-IN DESKUPPER CABS.UPPERSUPPERSWSHR w/FLOORDRAINDRYER24" SINK36"x96"DOOR36"x96"DOORGIRDER TRUSSPER MFG. SPEC.36"x96"DOOR36"x96"DOOR2X6 WALLCLOSET SHELVINGMUD ROOMTILE FLOORLAUNDRYTILE FLOORW.I.C.TILEFLOOR84" DROP ZONE120" BENCH w/ LOCKERS3)16" LVL FLUSH2X6 PLMG.36"x108" C.O.30"x96"DOOR36"x96" FIRE DR20 MIN RATED2)2x10 HDRWOOD STEPS3)2x10 HDRFLUSH2)2x10 HDR DROPPEDB.O. NO LOWER THAN 108"BEAM FLUSH OR GIRDER TRUSS PER MFG. SPEC.2)16" LVL OR GIRDER TRUSS2)2x10 HDR FLUSH SIZE FOR HVAC RUNS3)20" LVL PARTICALLY FLUSH (12" DROPPED) OR W10x45 OR W12x30SIZE FOR HVAC RUNS3) 16" LVL FLUSH3)14" LVL FLUSHHOME OFFICEWOOD FLOORVAULTED CLG.OWNER'S SUITEWOOD FLOORVAULTED CLG.OWNER'S BATHTILE w/ IN-FLOOR HEATBARREL VAULT CLG.OWNER'S W.I.C.CARPET FLOORMEDICALROOMWOOD FLOORMED.BATHTILE FLR1/2BATHWOOD FLRFAN3)20" LVL PARTIALLY FLUSH (12" DROPPED)24" FLOOR TRUSSES @ 19.2" O.C.24" FLOOR TRUSSES @ 19.2" O.C.2-STORY FOYERWOOD FLOORFRONT PORCHFLAGSTONE TOPPING42"x108" ARCH TOP ENTRY DOORS w/2)17" ARCH TOP SIDELITE2)2x10 HDRSEE DETAIL 5/01STAIRSWOOD TREADS & RISERSRAILINGUPDNUPPER CABS.BASE CABS.UPPERS UPPERS9'-0" x 8'-0" OVERHEAD DOOR2)11 7/8" LVL9'-0" x 8'-0" OVERHEAD DOOR2)11 7/8" LVL18'-0" x 8'-0" OVERHEAD DOOR3)16" LVL12'-0" LINEAR TRENCH DRAIN8'-0" LINEAR TRENCH DRAIN8'-0" LINEAR TRENCH DRAINTYPICAL SLAB CONSTRUCTION:4" CONCRETE SLAB PITCHED TOWARDS FLOOR DRAINSSAND BED GRANULAR FILLOPTIONALGARAGEHEATERGARAGE WALLS & CEILING:INSULATE WALLS & CEILING w/ 5/8" TYPE X GP. BD. GAS & ELECTRICSERVICE LOCATIONA.C. PAD2) 36"x96" DOORS2)2x10 HDR4-CAR GARAGECONCRETE SLAB w/ EPOXY FINISHGIRDER TRUSS PER MFG. SPEC.ROOF TRUSSES @ 24" O.C.ROOF TRUSSES @ 24" O.C.GIRDER TRUSS PER MFG SPECFLOOR TRUSSES ARE CALLED OUT AT 19.2" O.C.FLOOR SYSTEM DESIGNER VERIFY SPACING ANDADJUST AS ALLOWED BY SPANSCEILING HEIGHT @ 10'-1 1/8" UNLESS NOTEDSET WINDOW HDRS @ 9'-0" FROM MAIN LEVEL UNLESS NOTEDWINDOW/DOOR HEADERS TO BE FLUSHED INTO FLOOR SYSTEM IN APPLICABLE AREAS. (PER MFG. SPEC). ALL BEAMS SHOWN SHOULD BE SIZED TO ALLOW FOR HVAC RUNS THROUGHOUT ENTIRETY OF HOME.NOTE:3"3"3"3"12' - 11"ROOF TRUSSES @ 24" O.C.ROOF TRUSSES @ 24" O.C.12" HEARTHROOF TRUSSES @ 24" O.C.ROOF TRUSSES @ 24" O.C.11' - 8"2' - 0"3' - 4"3' - 4"2' - 0"11"11"FAN208407409109510110110308309209610210410509507108408ROOF TRUSSES @ 24" O.C.12" BOX VAULT w/ BARREL ARCH CLG.FLAT CLG.BARREL CLG.TRUSS NOTE:DROP FLOOR TRUSSES IN OWNER'S BATH FOR IN-FLOOR HEAT SYSTEM11'- 1 1/8" STUD HGT. FRAMING IN BARREL VAULT AREA11'- 1 1/8" STUD HGT.11'- 1 1/8" STUD HGT.TALL WALL FRAMING(PER ENG.)TALL WALL FRAMING(PER ENG.)TALL WALL FRAMING(PER ENG.)TALL WALL FRAMING(PER ENG.)14'-0" STUD HGT.14'-0" WALL13'-6" STUD HGT.13'-6" STUD HGT.TALL WALL FRAMING(PER ENG.)TALL WALL FRAMING(PER ENG.)3102X8 WALL 2X8 WALL24"SINK10' - 0"10' - 0"10' - 0"20371024"12"42"BRACKET #1(SEE 6/01)B'M FLUSHPER MFG.B'MS FLUSHPER MFG.803307Soffit15"Dec. B'm15"6' - 0"6' - 0"1) ICAP33231) ICA33472)2x10 HDR1) ICAP33231) ICA33472)2x10 HDR1) ICAP33231) ICA33631) ICAP33231) ICA33631) ICAP57231) ICA57632)2x10 HDR CONT.1) ICAP33231) ICA33632)2x10 HDRSEE 3/01 FOR GREAT ROOM WINDOW ELEVATION1) ICAP33312)2x10 HDR1) ICAP33312)2x10 HDR1) ICAP57632)2x10 HDR1) ICAP57632)2x10 HDR1) ICAP41232)2x10 HDR1) ICAP33232)2x10 HDR1) ICAP33232)2x10 HDR1) ICAP33232)2x10 HDR3) ICAP25592)2x10 HDR2) 9 1/2" LVL FLUSH1) ICA33632)2x10 HDR1) ICA33632)2x10 HDR1) ICA33632)2x10 HDR1) ICAP37632)2x10 HDR1) ICAP37632)2x10 HDR1) ICA37632)9 1/2" LVL EXTENDED HDR1) ICA37632)2x10 HDR1) ICAP3723-ICAP3763-ICAP37233)9 1/2" LVL1) ICAP57712)2x10 HDR1) WUCAP40842)2x10 HDR1) WOOD ULTIMATE SLIDING PATIO DOOR 9090 (9'x9')3)14" LVL EXTENDED HDR1) WOOD ULTIMATE SLIDING PATIO DOOR 12090 (12'-3"x9')3)18" LVL FLUSHMARVIN W'D ULT.2) WUCAP40542) WUCAP4096@ 13'-6" HDR. HGT.2)2x10 HDR10" WOOD BEAM2X6 FRMG.7' - 8 1/2"2' - 3"RAILING2' - 1"3)2x10 HDR2)2x10 HDR3)2x10 HDR2x10 JOISTS @ 16" O.C.2)2x10 HDR 2)2x10 HDR 2)2x10 HDR3)11 1/4" LVL EXTENDED3)11 1/4" LVLGIRDER TRUSS PER MFG. SPEC.GIRDER TRUSS PER MFG SPEC5 1/4" x 5 1/4" PSL POST5 1/4" x 5 1/4" PSL POST6' - 0"2X6 SILL PLATE1/2" ANCHOR BOLT6"2"6"2" RIGID INSULATION5/8" TYPE XGYP. BRD.T.C.B. FLOOR TRUSSES PER PLAN2X6 SOLE PLATE3-1/2" POUREDCONCRETE SLABNOTE:FOUNDATION WALL SIZE MAY VARY PER PROJECT. SEE FOUNDATION PLANgarage common wallNOTE:ALL APPLICABLE AREAS ON THIS PLAN TO BE BUILT ACCORDING TO THIS DETAIL. FOR AREAS THAT DO NOT APPLY TO THIS DETAIL, REFERENCE ANOTHER DETAIL PROVIDED ON PLANS OR CONSULT WITH GENERAL CONTRACTOR FOR PERFERRED CONSTRUCTION METHODS. ALL DETAILS TO BE VERIFED AND CONFIRMED WITH GENERAL CONTRACTOR.NOTE:3 1/2"1/2" GYP. BRD.2X6 STUDS @ 16" O.C.INSULATION PER CODEDRAWINGS HAVE NOT BEEN DRAWN OR APPROVED BY A STRUCURAL ENGINEER. SUBJECT TO CHANGE. ALL ITEMS SHOWN MUST BE VERIFIED WITH STRUCTURAL ENGINEER FOR SAFETY AND CODE COMPLIANCE BEFORE, DURING, AND AFTER CONSTRUCTION. DAVID CHARLEZ DESIGNS DOES NOT ACCEPT ANY RESPONSIBILITY FOR ANY STRUCTURAL MEMBERS NOT PROPERLY ENGINEERED AS REQUIRED FOR STRUCTURE.NOTE:14 1/4"3 1/2"BUILDING PAPER1/2" PLYWOOD2X6 STUDS @ 16" O.C.INSULATION PER CODE(IF APPLICABLE)5/8" TYPE X.GYP. BRD.1/2" ANCHOR BOLT4" SAND BEDGARAGE SLAB CONSTRUCTIONNOTE:ALL APPLICABLE AREAS ON THIS PLAN TO BE BUILT ACCORDING TO THIS DETAIL. FOR AREAS THAT DO NOT APPLY TO THIS DETAIL, REFERENCE ANOTHER DETAIL PROVIDED ON PLANS OR CONSULT WITH GENERAL CONTRACTOR FOR PERFERRED CONSTRUCTION METHODS. ALL DETAILS TO BE VERIFED AND CONFIRMED WITH GENERAL CONTRACTOR.NOTE:NOTE:FOUNDATION WALL SIZE MAY VARY PER PROJECT. SEE FOUNDATION PLAN6"2"6"DRAWINGS HAVE NOT BEEN DRAWN OR APPROVED BY A STRUCURAL ENGINEER. SUBJECT TO CHANGE. ALL ITEMS SHOWN MUST BE VERIFIED WITH STRUCTURAL ENGINEER FOR SAFETY AND CODE COMPLIANCE BEFORE, DURING, AND AFTER CONSTRUCTION. DAVID CHARLEZ DESIGNS DOES NOT ACCEPT ANY RESPONSIBILITY FOR ANY STRUCTURAL MEMBERS NOT PROPERLY ENGINEERED AS REQUIRED FOR STRUCTURE.NOTE:8"METAL FLASHINGLAP SIDINGFLOORS @ FRONT PORCHNOTE: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.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:6"4"10"1 1/2"FRONT PORCH TOPPINGCONC. SLAB24 3/4"FLOOR TRUSSESPER PLAN2X8 SILLPLATE14 1/4"NOTE:FRONT PORCH FINISHED TOPPING TO BE EVEN WITH MAIN LEVEL FINISHED FLOOR3/4" FINISHED FLOOR3/4" SUBFLOOR5" FURRING WALL:1/2" GYP. BRD.2X4 STUDS1" RIGID INSULATIONANCHOR BOLT2" RIGID INSULATION2" RIGID INSULATIONPOURED CONC. WALL PER PLAN24" FLOOR TRUSSES @ 19.2" O.C.3' - 0"6' - 2"3' - 0"9' - 0 1/2"2' - 6"10' - 6 1/2"2' - 6"3' - 0"5' - 1 1/2"5' - 2"5' - 1 1/2"3' - 0"10"10"17' - 1"6" UPSET IN FLOOR TRUSSES w/ WOOD INLAY6" UPSET IN FLOOR TRUSSES w/ WOOD INLAY10"x6" W'D B'M10"x6" W'D B'MKITCHENDININGHEARTH ROOMWOOD FLOORWOOD FLOORWOOD FLOORDRAWN BYDESCRIPTIONPROJECT #PROJECTISSUERE-ISSUEBUILDER18476 KENRICK AVE. SUITE #202LAKEVILLE, MN 55044TEL: 952.428.8200EM: Dave@DavidCharlezDesigns.comD A V I D C H A R L E Z D E S I G N SD A V I D C H A R L E Z D E S I G N SD A V I D C H A R L E Z D E S I G N SD A V I D C H A R L E Z D E S I G N SaNotes: Dimensions, details and conformation to all local codes are to be verified by owner and contractor prior to the start of construction. The designer of the home is not a licensed structural engineer or architect and will assume no responsibility 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 thata 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. Allbuilding 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.4/10/2020 4:22:30PM06Main LevelDEN - SherelsResidence-CDREV1-SMSherels ResidenceDenali Custom Homes18352 Minnetonka BoulevardWayzata, MN, 5539110.1.2019GM10091 205th Street W.Lakeville, MN 550441" = 1'-0"2Detail - Garage Comon Wall1" = 1'-0"3Detail - Garage Slab1" = 1'-0"4Detail - Floors @ Front PorchNOTE:MARVIN WINDOWS (ELEVATE SERIES. WOOD CLAD ULTIMATE IN SOME AREAS) ARE CALLED OUT BY WINDOW FRAME SIZE IN INCHES. EXTERIOR WINDOW COLOR TO BE BLACK PER ELEVATION. WINDOW MANUFACTURER TO SPECIFY CLOSEST MATCHING SIZES & VERIFY EGRESS COMPLIANCE AND PROVIDE WINDOW SCHEDULE WITH ROUGH OPENINGS. WINDOW & DOOR HEADERS TO BE 2)2x10 UNLESS NOTED (PER MFG. SPECS.)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:Bearing wall aboveBearing Wall AboveTemperFAN10666Shearwall 5/S3Shearwall 1/S3Tall Wall See 2/S3GREAT ROOM EXTERIOR 14'-0"± TALL WOODWALL TO BE CONSTRUCTED AS FOLLOWS:·2x6 @ 16" O.C. TYPICAL FULL HEIGHT WALLFRAMING (BALLOON FRAMED)·PROVIDE 2x6 BLOCKING BETWEEN STUDSAT INTERVALS NOT TO EXCEED 10-FTALONG HEIGHT OF WALL·PROVIDE (1) 2x6 BEARING STUD & (1) 2x6FULL HEIGHT KING STUD AT SIDES OFWINDOW OPENINGShearwall 4/S3Shearwall 6/S3Construct per 15/S2TemperPFHPFH86Tall Wall 12/S2Shearwall 3/S3OFFICE EXTERIOR 13'-6"± TALL WOODWALLS TO BE CONSTRUCTED AS FOLLOWS:·2x6 @ 16" O.C. TYPICAL FULL HEIGHTWALL FRAMING (BALLOON FRAMED)·PROVIDE 2x6 BLOCKING BETWEEN STUDSAT INTERVALS NOT TO EXCEED 10-FTALONG HEIGHT OF WALL 2' - 0"22' - 6"16' - 0"5' - 6"8' - 0"8' - 0"21' - 8"10"17' - 0"18' - 0"26' - 0"2' - 2"14' - 10"8' - 9 1/4"9' - 2 3/4"6' - 6 1/2"7' - 7 1/2"9' - 8"2' - 2"22' - 6"16' - 6"7' - 0"8' - 3"8' - 3"2' - 3"8' - 6"8' - 6 1/2"3' - 2 1/2"3' - 0"13' - 6"5' - 6"23' - 0"14' - 0"4' - 0"10' - 5 5/8"8' - 6 3/8"12' - 8"10"10"13' - 2"59' - 0"46' - 0"61' - 0"46' - 0"12' - 9 1/4"5' - 5 1/2"5' - 4 1/2"14' - 10 3/4"5' - 2 1/2"6' - 6 1/2"4' - 11 3/4"3' - 8"3' - 6 1/2"3' - 8"3' - 8 1/2"4' - 4 1/2"6' - 3 3/4"6' - 4 1/2"2' - 9 3/4"7 1/2"3' - 10"10' - 8 1/2"6' - 3 1/2"4' - 4 1/4"5' - 5"5' - 10 3/4"22 1/2"6"7' - 11 1/4"6' - 3 1/2"4' - 6 1/2"8' - 8 1/4"4' - 6"10' - 4 1/4"11' - 5 1/2"8' - 7"5' - 2 3/4"2' - 0"5' - 9 1/2"7' - 10 3/4"6 1/2"32 3/4"3' - 3 3/4"7' - 7 1/2"5' - 10"25"2' - 4 1/2"4' - 6"11' - 0"5' - 0"2' - 9"4' - 0"4' - 6"11"SHELVING30"x96"DOOR30"x96"DOOR30"x96"DOOR30"x96"PKT DR38" VANITY 38" VANITY2X6 PLMG. 2X6 PLMG.2X6 PLMG.30"x96"DOOR18"LIN.FAN30"x60" TUB/SHWRw/ TILE SURROUND30"x96"DOOR30"x96"DOOR30"x96"DOORSHELVING2X6 WALL2X6 WALLRAILINGS PER CODERAILINGS PER CODE36"x96" OP'NGw/ BARN DRWSHR w/FLOORDRAINDRYER24"SINKBASE CABINETSUPPER CABINETSFANATTICACCESSSD/COATTICACCESSSHELVINGSD/COSD/COSD/COSD/COSD/COSD/COOPT. BOOKSHELVES36"x60" TILESHOWER36"x60" TILESHOWER49" VANITY52" VANITYFANFAN30"x96"DOOR30"x96"DOOR2) 30"x96"DOORS2) 30"x96"DOORSSHELVING30"x96"DOOR30"x96"DOOR26"LINEN3"3"3"3"3"3"3"3"3"BEDROOM #3CARPET FLOORBEDROOM #2CARPET FLOORBEDROOM #5CARPET FLOORBEDROOM #4CARPET FLOORBATH #4TILE FLOORBATH #5TILE FLOORLOFTCARPET FLOORVAULTED CLG.W.I.C.CARPETW.I.C.CARPETJACK & JILLTILE FLOOR2-STORYGREAT RMWOOD FLOORVAULTED CLG.2-STORYFOYERWOOD FLOORVAULTED CLG.VAULTED CLG.FLAT CLG.VAULT LINEVAULTED CLG.FLAT CLG.STAIRSWOOD TREADS & RISERSLAUNDRYTILE FLOORLINE OF MAIN LEVELLINE OF MAIN LEVELLINE OF MAIN LEVELLINE OF MAIN LEVELLINE OF MAIN LEVELLINE OF MAIN LEVELROOF TRUSSES @ 24" O.C.ROOF TRUSSES @ 24" O.C.ROOF TRUSSES @ 24" O.C.ROOF TRUSSES @ 24" O.C.ROOF TRUSSES @ 24" O.C.BARREL CLG.FLAT CLG.BARREL VAULTBARREL VAULTFLAT CLG.RAILINGS PER CODERAILINGS PER CODERAILINGS PER CODEROOF TRUSSES @ 24" O.C.ROOF TRUSSES ARE CALLED OUT AT 24" O.C.ROOF SYSTEM DESIGNER VERIFY SPACING ANDADJUST AS ALLOWED BY SPANSCEILING HEIGHT @ 9'-1 1/8" UNLESS NOTEDSET WINDOW HDRS @ 96" FROM UPPER LEVELNOTE:2084074091095101103083092096102104105095071084083102038107103072' - 0 1/2"CHIMNEY CHASESEE 3/01 FOR GREAT ROOM WINDOW ELEVATION1) ICA33552)9 1/2" LVL CONT.1) ICA33472)x10 HDR1) ICA33472)2x10 HDR2) ICA33712)2x10 HDR1) ICA33552)2x10 HDR1) ICA33552)2x10 HDR1) ICA33552)2x10 HDR2) ICA33712)2x10 HDR2) ICAP33712)9 1/2" LVL CONT.SEE 4/01 FOR STAIRCASE WINDOW DETAILS1) ICAP37712)2X10 HDR1) ICAP3735 1) ICA37711) ICAP37351) ICA37712) ICA33712)2x10 HDR1) ICA33552)2x10 HDR10" WOOD BEAM10" WOOD BEAM10" WOOD BEAM2X6/2X4 DBL. WALL2X6 PLMG. WALL2' - 0"1' - 10"2' - 2"4' - 0"2)2x10 HDR CONT.2)9 1/2" LVL HDR CONT.2)2x8 HDR2)2x8 HDR2)2x8 HDR2) 11 7/8" LVLGIRDER TRUSS PER MFG SPEC.GIRDER TRUSS PER MFG SPEC.GIRDER TRUSS PER MFG SPEC.GIRDER TRUSS PER MFG SPEC.GIRDER TRUSS PER MFG SPEC.GIRDER TRUSS PER MFG SPEC.5 1/4" x 11" CURVED GLULAM2x12 JOISTS @ 16" O.C. ( BARREL VAULT)GIRDER TRUSS PER MFG SPEC.GIRDER TRUSS PER MFG SPEC.ROOF TRUSSES @ 24" O.C.VAULTED HAND FRAMINGGIRDER TRUSS PER MFG SPEC.GIRDER TRUSS PER MFG SPEC.ROOF TRUSSES @ 24" O.C.ROOF TRUSSES @ 24" O.C.ROOF TRUSSES @ 24" O.C.First Floor1007' -0"Second Floor1019' -1 7/8"Roof1028' -3"Basement996' -1 1/4"T.O. Footing995' -9 3/4"Top of Foundation1005' -9 3/4"First Floor Clg.1017' -1 1/8"Sport Court Floor988' -1 1/4"Sport Court T.O. Footing987' -9 3/4"3' - 0"6' - 2"Main Level to B.O. Scissor Truss14' - 0"Main Level to B.O. Scissor Truss14' - 0"Main Level to Apex of Vault21' - 3 11/16"6' - 5 1/2"Stud Height Framing @ Owner's Bath Vault11' - 1 1/8"12"12"12" BOX VAULT w/ BARREL (FAST ARCH)Cased Op'ng Hgt.9' - 0"16" 12"10" 12"SCISSOR TRUSSESPER MFG. SPEC.9' - 1 1/8"2' - 0 3/4"10' - 1 1/8"2' - 0 3/4"16' - 10"6"6" TRUSS UPSET9' - 1 1/8"2' - 0 3/4"10' - 1 1/8"2' - 0 3/4"8' - 10"8' - 0"1' - 6"35' - 2 3/4"22' - 9 1/4"1' - 6"1' - 6"1' - 6"3/4" SUBFLOOR24" FLOOR TRUSSES @ 19.2" O.C.3/4" SUBFLOOR24" FLOOR TRUSSES @ 19.2" O.C.3/4" SUBFLOOR24" FLOOR TRUSSES @ 19.2" O.C.3' - 9 1/2"F7-dF3F118' - 0"ROOF TRUSSESPER MFG. SPEC.ROOF TRUSSESPER MFG. SPEC.OPT. INSULATION FOR SOUND DAMPENINGGRADE MUST BE MINIMUM OF 6" BELOW TOP OF FOUNDATION WALLB.O. FOOTING @ MIN.42" BELOW GRADETYPICAL SLAB CONSTRUCTION:4" CONCRETE SLABPOLY/VAPOR BARRIER2" RIGID INSULATION (OPT.)SAND BED GRANULAR FILLTYPICAL SLAB CONSTRUCTION:4" CONCRETE SLABPOLY/VAPOR BARRIER2" RIGID INSULATION (OPT.)SAND BED GRANULAR FILLBILLIARDSFAMILY RMSPORT COURTDININGHEARTH ROOM2-STORYGREAT RMOWNER'S BATHBEDROOM #3BEDROOM #4LAUNDRY043B'MS FLUSHPER MFG.First Floor1007' -0"Second Floor1019' -1 7/8"Roof1028' -3"Basement996' -1 1/4"First Floor Clg.1017' -1 1/8"BEAMS FLUSHED PER MFG. SPEC.SIZE BEAMS TO ALLOW FOR HVACFrom Main Level to B.O. Chimney Cap35' - 6 1/8"Framing Width2' - 6"Finished Width2' - 11"9' - 1 1/8"2' - 0 3/4"10' - 1 1/8"2X6 TIMBER FRAMED CHIMNEY CHASE. ENGINEER TO SPECIFY ADDITIONAL FRAMING DETAILS AS NEEDEDCUSTOM CLAY CHIMNEY POT SHROUDRoof Peak1041' -0"First Floor1007' -0"Second Floor1019' -1 7/8"Basement996' -1 1/4"T.O. Footing995' -9 3/4"Top of Foundation1005' -9 3/4"First Floor Clg.1017' -1 1/8"7' - 6"2' - 0"6' - 6"6' - 6"2' - 0"8' - 10"2' - 0 3/4"13' - 6"1' - 7 1/8"3/4" SUBFLOOR24" FLOOR TRUSSES @ 19.2" O.C.10' - 0"1' - 2 1/4"10' - 0"11 1/4"Main Level to Window Header13' - 6"9 1/4"9 1/4"2X10 TOP CHORDSROOF TRUSSESPER MFG. SPEC.16" 12"Main Level to B.O. of Porch Trusses10' - 1 1/8"1' - 6 3/4"3' - 6"3' - 6"21 3/4"3/4" PLYWOOD18" FLOOR TRUSSESFRONTPORCHHOMEOFFICEMECH. ROOMF2-aF2036GRADE MUST BE MINIMUM OF 6" BELOW TOP OF FOUNDATION WALLB.O. FOOTING @ MIN.42" BELOW GRADETYPICAL SLAB CONSTRUCTION:4" CONCRETE SLABPOLY/VAPOR BARRIER2" RIGID INSULATION (OPT.)SAND BED GRANULAR FILL16" 12"MID-CHORDBRG. TRUSSESHeel8 3/16"0640432x6 WALLTIMBERSTRAND STUDSOpening To Vary By Door SizeFinish6 1/2"Framing5 1/2"1 1/2"Dr. Opng.2 1/2"Door to Vary by PlanDRAWN BYDESCRIPTIONPROJECT #PROJECTISSUERE-ISSUEBUILDER18476 KENRICK AVE. SUITE #202LAKEVILLE, MN 55044TEL: 952.428.8200EM: Dave@DavidCharlezDesigns.comD A V I D C H A R L E Z D E S I G N SD A V I D C H A R L E Z D E S I G N SD A V I D C H A R L E Z D E S I G N SD A V I D C H A R L E Z D E S I G N SaNotes: Dimensions, details and conformation to all local codes are to be verified by owner and contractor prior to the start of construction. The designer of the home is not a licensed structural engineer or architect and will assume no responsibility 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 thata 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. Allbuilding 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.4/10/2020 4:22:31PM07Upper LevelDEN - SherelsResidence-CDREV1-SMSherels ResidenceDenali Custom Homes18352 Minnetonka BoulevardWayzata, MN, 5539110.1.2019GM10091 205th Street W.Lakeville, MN 550441/4" = 1'-0"5Section - Owner's Bath/Hearth Rm1/4" = 1'-0"3Section - Great Rm Fireplace1/4" = 1'-0"4Section - Front Porch/Home Office1" = 1'-0"2Detail- 2x6 Pocket Door FramingNOTE:MARVIN WINDOWS (ELEVATE SERIES. WOOD CLAD ULTIMATE IN SOME AREAS) ARE CALLED OUT BY WINDOW FRAME SIZE IN INCHES. EXTERIOR WINDOW COLOR TO BE BLACK PER ELEVATION. WINDOW MANUFACTURER TO SPECIFY CLOSEST MATCHING SIZES & VERIFY EGRESS COMPLIANCE AND PROVIDE WINDOW SCHEDULE WITH ROUGH OPENINGS. WINDOW & DOOR HEADERS TO BE 2)2x10 UNLESS NOTED (PER MFG. SPECS.)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:TemperMinimum 22"x30" with aminimum headroom of 30"at the attic access.Temper glasswithin 2' of a door.-Min. 15" clearance to anyobstruction from center ofW.C., 24" in front(typ).Tall Wall 2/S3(2) 2x6 STUDS (FASTEN EACHHEADER TO STUD w/SIMPSON LTP4 FRAMINGPLATE ON THE EXTERIOR &(2) SIMPSON A34 FRAMINGANGLES ON THE INTERIOR)Tall Wall 12/S2 First Floor1007' -0"Second Floor1019' -1 7/8"Roof1028' -3"Basement996' -1 1/4"T.O. Footing995' -9 3/4"Top of Foundation1005' -9 3/4"First Floor Clg.1017' -1 1/8"Sport Court Floor988' -1 1/4"Sport Court T.O. Footing987' -9 3/4"Pool Level995' -6 1/4"Upper Level to Apex of Vault12' - 10 1/8"Upper Level to Apex of Barrel Vault12' - 6"8' - 10"2' - 0 3/4"Main Level to B.O. Great Room Scissor Truss14' - 0"Heel25 11/16"Stair Ledge Height17' - 1"18' - 0"7 3/8"7' - 4 5/8"1' - 3 3/8"8' - 4"1' - 3 3/8"2' - 6 11/16"8' - 3 13/16"1' - 3 3/8"LINE OF BASEMENT LEVELLINE OF MAIN LEVEL11"7 11/16"11"7 3/8"11"7 11/16"F1-bF3F7-eF58' - 3 1/2"3' - 9 1/2"GIRDER TRUSSPER MFG. SPEC.2X12 JOISTS @ 16" O.C.SLOPEDBARREL CLG.9' - 0 1/2"16' - 0"2' - 0"5' - 0"2' - 0"10' - 5 7/8"24' - 6 1/8"1' - 6"ROOF TRUSSESPER MFG. SPEC.ROOF TRUSSESPER MFG. SPEC.Cased Op'ng Hgt.9' - 0"8' - 10"2' - 0 3/4"10' - 1 1/8"2' - 0 3/4"9' - 1 1/8"BEAMS FLUSHED OR GIRDER TRUSS PER MFG. SPEC.GRADE MUST BE MINIMUM OF 6" BELOW TOP OF FOUNDATION WALLB.O. FOOTING @ MIN.42" BELOW GRADETYPICAL SLAB CONSTRUCTION:4" CONCRETE SLABPOLY/VAPOR BARRIER2" RIGID INSULATION (OPT.)SAND BED GRANULAR FILLTYPICAL SLAB CONSTRUCTION:4" CONCRETE SLABPOLY/VAPOR BARRIER2" RIGID INSULATION (OPT.)SAND BED GRANULAR FILL32"x72" DOOR SPORT COURT STAIRSLOWER / MAIN STAIRCASEGREATROOM3/4" SUBFLOOR24" FLOOR TRUSSES @ 19.2" O.C.3/4" SUBFLOOR24" FLOOR TRUSSES @ 19.2" O.C.FAMILY ROOMMAIN / UPPER STAIRCASE12" 12"4 1/2" 12"PATIOLOFT5" 12"042053Roof Peak1041' -0"TYPICAL STAIRCASE CONSTRUCTION:6'-10" MINIMUM HEADROOM(4) 11- 7/8" STAIR STRINGER w/1-1/8" x 11-1/4" PARTICLE BOARD TREADSPROVIDE 34"-36" HGT HANDRAILS & GUARDS RAILS PER CODETYPICAL STAIRCASE LANDING CONSTRUCTION:2-2x8 HEADER3/4" PLYWOOD BACKING2x8 JOISTS @ 16" O.C.3/4" PLYWOODB'M FLUSHPER MFG.7' - 6"SLOPED CLG.36"7"6' - 0"6' - 0"First Floor1007' -0"Second Floor1019' -1 7/8"Roof1028' -3"Basement996' -1 1/4"T.O. Footing995' -9 3/4"Top of Foundation1005' -9 3/4"First Floor Clg.1017' -1 1/8"Pool Level995' -6 1/4"Cased Op'ng Hgt.8' - 0"Main Level to B.O. Great Room Scissor Truss14' - 0"7' - 3 11/16"2' - 0"17' - 5 7/8"24' - 6 1/8"2' - 0"Main Level to Apex of Great Room Vault21' - 3 11/16"9' - 0"16' - 0"5" 12"Upper Level to Apex of Vault12' - 10 1/8"ROOF TRUSSESPER MFG. SPEC.SCISSOR TRUSSESPER MFG. SPEC.12" 12"4 3/8" 12"9' - 1 1/8"2' - 0 3/4"10' - 1 1/8"2' - 0 3/4"8' - 10"9' - 1 1/8"Cased Op'ng Hgt.9' - 0"BEAMS FLUSHED OR GIRDER TRUSS PER MFG. SPEC.3/4" SUBFLOOR24" FLOOR TRUSSES @ 19.2" O.C.1' - 3 3/8"8' - 3 13/16"2' - 6 11/16"11"7 11/16"1' - 3 3/8"8' - 4"1' - 3 3/8"11"7 11/16"16' - 4"15' - 3 1/4"12 3/4"BEAM FLUSHEDPER MFG. SPEC.Main Level to B.O. Roof Trusses10' - 1 1/8"14' - 4 1/2"F7-eF2-aF7F73/4" SUBFLOOR24" FLOOR TRUSSES @ 19.2" O.C.3/4" PLYWOOD18" ROOF TRUSSESGRADE MUST BE MINIMUM OF 6" BELOW TOP OF FOUNDATION WALLB.O. FOOTING @ MIN.42" BELOW GRADETYPICAL SLAB CONSTRUCTION:4" CONCRETE SLABPOLY/VAPOR BARRIER2" RIGID INSULATION (OPT.)SAND BED GRANULAR FILLTYPICAL STAIRCASE CONSTRUCTION:6'-10" MINIMUM HEADROOM(4) 11-7/8" STAIR STRINGER w/1-1/8" x 11-1/4" PARTICLE BOARD TREADSPROVIDE 34"-36" HGT HANDRAILS & GUARDS RAILS PER CODETYPICAL STAIRCASE LANDING CONSTRUCTION:2-2x8 HEADER3/4" PLYWOOD BACKING2x8 JOISTS @ 16" O.C.3/4" PLYWOODFAMILY RMGAME ROOMPATIO2-STORYGREAT RM2-STORY FOYERFRONT PORCHLOFTGIRDER TRUSSPER MFG. SPEC.GIRDER TRUSSPER MFG. SPEC.Main Level to Upper Level Clg.21' - 3"064Roof Peak1041' -0"SLOPED CLG.TYPICAL STAIRCASE CONSTRUCTION:6'-10" MINIMUM HEADROOM(4) 11- 7/8" STAIR STRINGER w/1-1/8" x 11-1/4" PARTICLE BOARD TREADSPROVIDE 34"-36" HGT HANDRAILS & GUARDS RAILS PER CODETYPICAL STAIRCASE LANDING CONSTRUCTION:2-2x8 HEADER3/4" PLYWOOD BACKING2x8 JOISTS @ 16" O.C.3/4" PLYWOODG.T.B'M FLUSHPER MFG.F5First Floor1007' -0"Second Floor1019' -1 7/8"Roof1028' -3"Basement996' -1 1/4"T.O. Footing995' -9 3/4"Top of Foundation1005' -9 3/4"First Floor Clg.1017' -1 1/8"Sport Court Floor988' -1 1/4"Sport Court T.O. Footing987' -9 3/4"Upper Level to Apex of Barrel Vault12' - 6"Upper Level to Apex of Vault12' - 10 1/8"6' - 4"12' - 8 1/4"29' - 11 3/4"7' - 0"Heel10 7/16"Heel16 13/16"7' - 0"8' - 3 1/2"7' - 6 5/8"7' - 4 5/8"18' - 0"16' - 10"2' - 0 3/4"10' - 1 1/8"2' - 0 3/4"9' - 1 1/8"8' - 10"2' - 0 3/4"10' - 1 1/8"2' - 0 3/4"9' - 1 1/8"12' - 1 7/8"9' - 1 1/8"2' - 6 11/16"8' - 3 13/16"1' - 3 3/8"3/4" SUBFLOOR24" FLOOR TRUSSES @ 19.2" O.C.3/4" SUBFLOOR24" FLOOR TRUSSES @ 19.2" O.C.3/4" SUBFLOOR24" FLOOR TRUSSES @ 19.2" O.C.3/4" SUBFLOOR24" FLOOR TRUSSES @ 19.2" O.C.SLOPED CLG.SLOPED CLG.8' - 7 1/8"16" 12"16" 12"16" 12"10" 12"10" 12"ROOF TRUSSESPER MFG. SPEC.ROOF TRUSSESPER MFG. SPEC.ROOF TRUSSESPER MFG. SPEC.BEAM FLUSHEDPER MFG. SPEC.BEAM FLUSHEDPER MFG. SPEC.BEAM FLUSHEDPER MFG. SPEC.TOP-CHORDBRG. TRUSSES1' - 3 3/8"8' - 4"1' - 3 3/8"8' - 0"F1F3F4TYPICAL SLAB CONSTRUCTION:4" CONCRETE SLABPOLY/VAPOR BARRIER2" RIGID INSULATION (OPT.)SAND BED GRANULAR FILLGRADE MUST BE MINIMUM OF 6" BELOW TOP OF FOUNDATION WALLB.O. FOOTING @ MIN.42" BELOW GRADETYPICAL SLAB CONSTRUCTION:4" CONCRETE SLABPOLY/VAPOR BARRIER2" RIGID INSULATION (OPT.)SAND BED GRANULAR FILLBATH #4BATH #5LOFTJACK & JILLSTAIRS2-STORYFOYEROWNER'S W.I.C.1/2BATH6"18 3/4"6" TRUSS UPSET3' - 0"17' - 1"3' - 0"KITCHENSPORT COURTHVAC CHASEOPT. INSULATION FOR SOUND DAMPENINGBATHGAME ROOMMain Level to Upper Level Clg.21' - 3"043First Floor1007' -0"Second Floor1019' -1 7/8"Roof1028' -3"Basement996' -1 1/4"T.O. Footing995' -9 3/4"Top of Foundation1005' -9 3/4"First Floor Clg.1017' -1 1/8"Sport Court Floor988' -1 1/4"Sport Court T.O. Footing987' -9 3/4"Basement Floor to B.O. Drop Beam8' - 0"10"Main Level to B.O. Drop Beam9' - 0"13 1/8"5' - 8 5/8"5' - 8 5/8"Upper Level to Apex of Vault12' - 6"12"11' - 5 1/4"8' - 7 1/8"9' - 6 5/8"1' - 6"7' - 0"15' - 6 3/8"14' - 5 3/8"12' - 8 1/4"6' - 4"1' - 6"Heel16 13/16"Heel16 13/16"9' - 1 1/8"2' - 0 3/4"10' - 1 1/8"2' - 0 3/4"8' - 10"9' - 1 1/8"2' - 0 3/4"10' - 1 1/8"2' - 0 3/4"16' - 10"7' - 4 5/8"BEAM FLUSHEDPER MFG. SPEC.Basement Floor to B.O. Beam7' - 5"Cased Op'ng Hgt.9' - 0"1' - 2 1/4"10' - 0"1' - 2 1/4"18' - 0"ROOF TRUSSESPER MFG. SPEC.GIRDER TRUSSPER MFG. SPEC.GIRDER TRUSSESPER MFG. SPEC.GIRDER TRUSSESPER MFG. SPEC.ROOF TRUSSESPER MFG. SPEC.ROOF TRUSSESPER MFG. SPEC.16" 12"10" 12"16" 12"10" 12"16" 12"3/4" SUBFLOOR24" FLOOR TRUSSES @ 19.2" O.C.OPT. INSULATION FOR SOUND DAMPENING3/4" SUBFLOOR24" FLOOR TRUSSES @ 19.2" O.C.3/4" SUBFLOOR24" FLOOR TRUSSES @ 19.2" O.C.3/4" SUBFLOOR24" FLOOR TRUSSES @ 19.2" O.C.BARREL ROOF CONSTRUCTION:METAL SEAMED ROOF1/2" BENDABLE OSB SHEATHING w/ STEEL CLIPS#15 FELT & ICE & WATER SHIELD ENTIRE ROOF AREA & ADJACENT VALLEYS2X12 JOISTS @ 12" O.C.Main Level to Staircase Landing10' - 10 1/2"7 11/16"BEAM FLUSHEDPER MFG. SPEC.BEAM FLUSHEDPER MFG. SPEC.B'M DROP PER MFG.B.O. BEAM NO LOWER THAN 108"B'M DROP PER MFG.B.O. BEAM NO LOWER THAN 96"BEAM FLUSHEDPER MFG. SPEC.BEDROOM #2BEDROOM #5LOFTW.I.C.2-STORYFOYERPANTRYPOCKETOFFICEMEDICALROOMGUEST BDRMGAME ROOMSPORT COURTF2F3F1GRADE MUST BE MINIMUM OF 6" BELOW TOP OF FOUNDATION WALLB.O. FOOTING @ MIN.42" BELOW GRADETYPICAL SLAB CONSTRUCTION:4" CONCRETE SLABPOLY/VAPOR BARRIER2" RIGID INSULATION (OPT.)SAND BED GRANULAR FILLTYPICAL SLAB CONSTRUCTION:4" CONCRETE SLABPOLY/VAPOR BARRIER2" RIGID INSULATION (OPT.)SAND BED GRANULAR FILLRoof Peak1041' -0"04304311"7 11/16"DRAWN BYDESCRIPTIONPROJECT #PROJECTISSUERE-ISSUEBUILDER18476 KENRICK AVE. SUITE #202LAKEVILLE, MN 55044TEL: 952.428.8200EM: Dave@DavidCharlezDesigns.comD A V I D C H A R L E Z D E S I G N SD A V I D C H A R L E Z D E S I G N SD A V I D C H A R L E Z D E S I G N SD A V I D C H A R L E Z D E S I G N SaNotes: Dimensions, details and conformation to all local codes are to be verified by owner and contractor prior to the start of construction. The designer of the home is not a licensed structural engineer or architect and will assume no responsibility 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 thata 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. Allbuilding 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.4/10/2020 4:22:33PM08Cross SectionsDEN - SherelsResidence-CDREV1-SMSherels ResidenceDenali Custom Homes18352 Minnetonka BoulevardWayzata, MN, 5539110.1.2019GM10091 205th Street W.Lakeville, MN 550441/4" = 1'-0"1Section - Great Room/Staircase 11/4" = 1'-0"2Section - Great Room/Staircase 21/4" = 1'-0"3Section - Kitchen/Owner's WIC1/4" = 1'-0"4Section - Medical Rm/Pkt Office First Floor1007' -0"Second Floor1019' -1 7/8"Roof1028' -3"Basement996' -1 1/4"Top of Foundation1005' -9 3/4"First Floor Clg.1017' -1 1/8"9' - 1 1/8"2' - 0 3/4"10' - 1 1/8"2' - 0 3/4"8' - 10"2' - 0"8' - 0"8' - 0"2' - 0"Heel15 15/16"Heel15 15/16"12" 12"7" 12"ROOF TRUSSESPER MFG. SPEC.12"12"6' - 7"7' - 0"7' - 0"3' - 9 1/2"3/4" SUBFLOOR24" FLOOR TRUSSES @ 19.2" O.C.3/4" SUBFLOOR24" FLOOR TRUSSES @ 19.2" O.C.GRADE MUST BE MINIMUM OF 6" BELOW TOP OF FOUNDATION WALLB.O. FOOTING @ MIN.42" BELOW GRADETYPICAL SLAB CONSTRUCTION:4" CONCRETE SLABPOLY/VAPOR BARRIER2" RIGID INSULATION (OPT.)SAND BED GRANULAR FILLOWNER'S BATHBILLIARDS / WET BARBEDROOM #312" BOX VAULT w/ BARREL (FAST ARCH)045F4F7-dFirst Floor1007' -0"Second Floor1019' -1 7/8"Roof1028' -3"Basement996' -1 1/4"Top of Foundation1005' -9 3/4"First Floor Clg.1017' -1 1/8"2' - 0"7' - 6"7' - 6"2' - 0"Heel14 7/16"Heel14 7/16"9' - 0"14' - 6"Main Level to Apex of Vault16' - 11 9/16"16" 12"10" 12"SCISSOR TRUSSESPER MFG. SPEC.3 1/2"42"3 1/2"42"F7-eF7-eGRADE MUST BE MINIMUM OF 6" BELOW TOP OF FOUNDATION WALLB.O. FOOTING @ MIN.42" BELOW GRADETYPICAL SLAB CONSTRUCTION:4" CONCRETE SLABPOLY/VAPOR BARRIER2" RIGID INSULATION (OPT.)SAND BED GRANULAR FILL11' - 1 1/8"2' - 0 3/4"8' - 10"3/4" SUBFLOOR24" FLOOR TRUSSES @ 19.2" O.C.OWNER'SSUITEEXERCISE ROOMFirst Floor1007' -0"Second Floor1019' -1 7/8"Basement996' -1 1/4"T.O. Footing995' -9 3/4"Top of Foundation1005' -9 3/4"First Floor Clg.1017' -1 1/8"14' - 0"2' - 0 3/4"8' - 10"11' - 1 1/8"2' - 0 3/4"8' - 10"16' - 11 9/16"21' - 3 11/16"Heel26 3/16"Heel26 3/16"Heel14 7/16"2' - 0"7' - 0"7' - 0"2' - 0"6' - 6"3' - 6"9' - 2 3/4"9' - 2 3/4"7' - 0 1/2"7' - 6"2' - 0"14' - 0"2' - 0 3/4"8' - 10"Heel27 15/16"Heel27 15/16"Main Level to Apex of Vault13' - 4 3/8"Cant.1' - 6"2X12 JOISTS @ 16" O.C.3/4" SUBFLOOR24" FLOOR TRUSSES @ 19.2" O.C.3 1/2"42"10 1/2"35"11' - 5 3/4"16" 12"16" 12"10" 12"6" 12"10" 12"10" 12"SCISSOR TRUSSESPER MFG. SPEC.SCISSOR TRUSSESPER MFG. SPEC.SCISSOR TRUSSESPER MFG. SPEC.B'M FLUSHPER MFG.7"UNDER DECK WATER DRAINAGE SYSTEMB'M FLUSHPER MFG.B'M DROPPER MFG.B'M DROPPER MFG.EXERCISE ROOMFAMILY ROOMGREAT ROOMOWNER'S SUITEOUTDOOR LIVING AREASCREENPORCHGRADE MUST BE MINIMUM OF 6" BELOW TOP OF FOUNDATION WALLB.O. FOOTING @ MIN.42" BELOW GRADETYPICAL SLAB CONSTRUCTION:4" CONCRETE SLABPOLY/VAPOR BARRIER2" RIGID INSULATION (OPT.)SAND BED GRANULAR FILLF7-dF7-eF5Main Level to T.O. Beam10' - 1 1/8"GRILLDECKB'M FLUSHPER MFG.Main Level to B.O. Soffit9' - 0"SOFFIT13 1/8"B'M FLUSHPER MFG. B'M FLUSHPER MFG. First Floor1007' -0"Second Floor1019' -1 7/8"Roof1028' -3"Top of Foundation1005' -9 3/4"First Floor Clg.1017' -1 1/8"Sport Court Floor988' -1 1/4"Sport Court T.O. Footing987' -9 3/4"Pool Level995' -6 1/4"2X12 JOISTS @ 16" O.C.SLOPEDBARREL CLG.Heel34 7/16"3' - 0"9' - 0 1/2"2' - 6"10' - 6 1/2"2' - 6"Stair to B.O. Bracket7' - 6 1/16"2X12 JOISTS4' - 4"1' - 6"24' - 6"10' - 6"3' - 0"5" 12"4 1/2" 12"12" 12"16" 12"10" 12"6" TRUSS UPSET 6" TRUSS UPSET6"6"18' - 0"7' - 8 1/2"F3-aF1-bF59' - 1 1/8"2' - 0 3/4"10' - 1 1/8"2' - 0 3/4"16' - 10"3/4" SUBFLOOR24" FLOOR TRUSSES @ 19.2" O.C.3/4" SUBFLOOR24" FLOOR TRUSSES @ 19.2" O.C.ROOF TRUSSESPER MFG. SPEC.Upper Level to Apex of Vault12' - 10 1/8"Cased Op'ng Hgt.8' - 0"OPT. INSULATION FOR SOUND DAMPENING17 RISERS11' - 5 3/4"11"7 5/8"STAIR FOOTING:12" SONO TUBE @ 42" BELOW GRADE2' - 0"1' - 6 3/4"1' - 6 3/4"LOFTLAUNDRYKITCHENDININGPANTRYSPORT COURTTYPICAL SLAB CONSTRUCTION:4" CONCRETE SLABPOLY/VAPOR BARRIER2" RIGID INSULATION (OPT.)SAND BED GRANULAR FILLGRADE MUST BE MINIMUM OF 6" BELOW TOP OF FOUNDATION WALLB.O. FOOTING @ MIN.42" BELOW GRADETYPICAL STAIRCASE CONSTRUCTION:6'-10" MINIMUM HEADROOM(4) 11-7/8" STAIR STRINGER w/1-1/8" x 11-1/4" PARTICLE BOARD TREADSPROVIDE 34"-36" HGT HANDRAILS & GUARDS RAILS PER CODETYPICAL STAIRCASE LANDING CONSTRUCTION:2-2x8 HEADER3/4" PLYWOOD BACKING2x8 JOISTS @ 16" O.C.3/4" PLYWOODRoof Peak1041' -0"B'M PERMFG. SPEC.044GIRDER TRUSS OR BEAM PER MFG.G.T.B'M FLUSHPER MFG.First Floor1007' -0"Second Floor1019' -1 7/8"Roof1028' -3"Basement996' -1 1/4"T.O. Footing995' -9 3/4"Top of Foundation1005' -9 3/4"First Floor Clg.1017' -1 1/8"Pool Level995' -6 1/4"1' - 6"26' - 6"12' - 0"15' - 6"1' - 6"2' - 0"Heel17 3/16"Heel15 15/16"8' - 10"2' - 0 3/4"11' - 1 1/8"8' - 10"2' - 0 3/4"10' - 1 1/8"2' - 0 3/4"9' - 1 1/8"Main Level to Apex of Vault16' - 11 9/16"F2F7-eROOF TRUSSESPER MFG. SPEC.ROOF TRUSSESPER MFG. SPEC.ROOF TRUSSESPER MFG. SPEC.3/4" SUBFLOOR24" FLOOR TRUSSES @ 19.2" O.C.3/4" SUBFLOOR24" FLOOR TRUSSES @ 19.2" O.C.12" 12"16" 12"10" 12"7" 12"OWNER'S SUITEOWNER'S BATHOWNER'S W.I.C.MEDICALROOMBILLIARDSEXERCISE ROOMGUEST BDRM BATH1' - 2 1/4"10' - 0"GRADE MUST BE MINIMUM OF 6" BELOW TOP OF FOUNDATION WALLB.O. FOOTING @ MIN.42" BELOW GRADETYPICAL SLAB CONSTRUCTION:4" CONCRETE SLABPOLY/VAPOR BARRIER2" RIGID INSULATION (OPT.)SAND BED GRANULAR FILL7"3' - 9 1/2"BEDROOM #3BEDROOM #2W.I.C.JACK & JILL7' - 0"6' - 7"12" BOX VAULT w/ BARREL (FAST ARCH)12"12"TOP-CHORDBRG. TRUSSESRoof Peak1041' -0"G.T.DRAWN BYDESCRIPTIONPROJECT #PROJECTISSUERE-ISSUEBUILDER18476 KENRICK AVE. SUITE #202LAKEVILLE, MN 55044TEL: 952.428.8200EM: Dave@DavidCharlezDesigns.comD A V I D C H A R L E Z D E S I G N SD A V I D C H A R L E Z D E S I G N SD A V I D C H A R L E Z D E S I G N SD A V I D C H A R L E Z D E S I G N SaNotes: Dimensions, details and conformation to all local codes are to be verified by owner and contractor prior to the start of construction. The designer of the home is not a licensed structural engineer or architect and will assume no responsibility 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 thata 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. Allbuilding 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.4/10/2020 4:22:34PM09Cross SectionsDEN - SherelsResidence-CDREV1-SMSherels ResidenceDenali Custom Homes18352 Minnetonka BoulevardWayzata, MN, 5539110.1.2019GM10091 205th Street W.Lakeville, MN 550441/4" = 1'-0"3Section - Owner's Bath1/4" = 1'-0"2Section - Owner's Suite1/4" = 1'-0"4Section - Owner's Suite/Screen Porch1/4" = 1'-0"1Section - Pantry/Dining1/4" = 1'-0"5Section - Medical Room/Owner's Suite First Floor1007' -0"First Floor Clg.1017' -1 1/8"3/4" PLYWOOD18" ROOF TRUSSES1' - 6"14' - 0"4' - 8"4' - 8"1' - 6 3/4"1' - 6 3/4"MUD ROOM LAUNDRY10' - 1 1/8"F6F6-aTYPICAL SLAB CONSTRUCTION:4" CONCRETE SLABPOLY/VAPOR BARRIER2" RIGID INSULATION (OPT.)SAND BED GRANULAR FILLGRADE MUST BE MINIMUM OF 6" BELOW TOP OF FOUNDATION WALLB.O. FOOTING @ MIN.42" BELOW GRADE0550310First Floor1007' -0"Second Floor1019' -1 7/8"Roof1028' -3"Basement996' -1 1/4"Top of Foundation1005' -9 3/4"First Floor Clg.1017' -1 1/8"Garage Floor1005' -3 3/4"Sport Court Floor988' -1 1/4"Sport Court T.O. Footing987' -9 3/4"Garage Clg.1015' -7 3/4"Pool Level995' -6 1/4"4' - 8"1' - 2 1/4"7' - 6"7' - 6"7' - 6"3' - 6"1' - 6"12' - 0"2' - 0"8' - 3"30' - 9"1' - 6"12' - 6"23' - 0"24' - 6"2' - 0"Heel25 11/16"Heel16 13/16"9' - 1 1/8"2' - 0 3/4"10' - 1 1/8"2' - 0 3/4"16' - 10"Main Level to Apex of Vault13' - 4 3/8"2X12 JOISTS @ 16" O.C.UNDER DECK DRAINAGE SYSTEM7"15"Basement Floor to Main Level11' - 5 3/4"F5F3-aF1-aF6-aF7-c8' - 3 1/2"1' - 6 3/4"10' - 1 1/8"3/4" PLYWOOD18" ROOF TRUSSES3/4" SUBFLOOR24" FLOOR TRUSSES @ 19.2" O.C.3/4" SUBFLOOR24" FLOOR TRUSSES @ 19.2" O.C.12" 12"16" 12"10" 12"12" 12"12" 12"ROOF TRUSSESPER MFG. SPEC.ROOF TRUSSESPER MFG. SPEC.ROOF TRUSSESPER MFG. SPEC.SCISSOR TRUSSESPER MFG. SPEC.18' - 0"3' - 6"Top of Foundation to Garage Clg.9' - 10"1' - 5 3/8"GRADE MUST BE MINIMUM OF 6" BELOW TOP OF FOUNDATION WALLB.O. FOOTING @ MIN.42" BELOW GRADETYPICAL SLAB CONSTRUCTION:4" CONCRETE SLABPOLY/VAPOR BARRIER2" RIGID INSULATION (OPT.)SAND BED GRANULAR FILLGRADE MUST BE MINIMUM OF 6" BELOW TOP OF FOUNDATION WALLB.O. FOOTING @ MIN.42" BELOW GRADETYPICAL SLAB CONSTRUCTION:4" CONCRETE SLABPOLY/VAPOR BARRIER2" RIGID INSULATION (OPT.)SAND BED GRANULAR FILLWOOD TRUSS TO CONCRETE SLAB FLOOR TRANSITIONKITCHENHEARTH ROOMSCREEN PORCHMUD ROOM4-CAR GARAGETYPICAL SLAB CONSTRUCTION:4" CONCRETE SLAB PITCHED TOWARDS FLOOR DRAINSSAND BED GRANULAR FILLGARAGE WALLS & CEILING:INSULATE WALLS & CEILING w/ 5/8" TYPE X GP. BD. BEDROOM #5BEDROOM #4BATH #4SPORT COURTOUTDOOR LIVING AREAGRADE MUST BE MINIMUM OF 6" BELOW TOP OF FOUNDATION WALLB.O. FOOTING @ MIN.42" BELOW GRADECased Op'ng Hgt.9' - 0"7' - 6"OPT. INSULATION FOR SOUND DAMPENING9' - 0 1/2"3' - 0"6"6" TRUSS UPSETBEAM FLUSHEDPER MFG. SPEC.054Heel7 13/16"12" 12"8" 12"12" 12"Main Level to T.O. Header10' - 1 1/8"Main Level to B.O. Soffit9' - 0"BEAM FLUSHPER MFG. SPEC.BEAM FLUSHPER MFG. SPEC.SLOPED CLG.13 1/8"SOFFITDROP ZONEG.T.Top of Foundation1005' -9 3/4"Garage Floor1005' -3 3/4"Garage Clg.1015' -7 3/4"2' - 0"12' - 0"12' - 0"2' - 0"3' - 6"3' - 6"Top of Foundation to Wdw. Hdr.7' - 6"ROOF TRUSSESPER MFG. SPEC.TYPICAL SLAB CONSTRUCTION:4" CONCRETE SLAB PITCHED TOWARDS FLOOR DRAINSSAND BED GRANULAR FILLGRADE MUST BE MINIMUM OF 6" BELOW TOP OF FOUNDATION WALLB.O. FOOTING @ MIN.42" BELOW GRADEGARAGE WALLS & CEILING:INSULATE WALLS & CEILING w/ 5/8" TYPE X GP. BD. GARAGEF7-aF7-aHeel7 13/16"Heel7 13/16"12" 12"8" 12"Top of Foundation to Clg.9' - 10"Top of Foundation1005' -9 3/4"Garage Floor1005' -3 3/4"Garage Clg.1015' -7 3/4"3' - 6"3' - 6"Top of Foundation to Wdw. Hdr.7' - 6"ROOF TRUSSESPER MFG. SPEC.TYPICAL SLAB CONSTRUCTION:4" CONCRETE SLAB PITCHED TOWARDS FLOOR DRAINSSAND BED GRANULAR FILLGRADE MUST BE MINIMUM OF 6" BELOW TOP OF FOUNDATION WALLB.O. FOOTING @ MIN.42" BELOW GRADEGARAGE WALLS & CEILING:INSULATE WALLS & CEILING w/ 5/8" TYPE X GP. BD. GARAGE2' - 0"12' - 0"12' - 0"2' - 0"F7-aF7-aTop of Foundation to Garage Clg.9' - 10"Heel7 13/16"Heel7 13/16"12" 12"8" 12"11' - 0"11' - 0"F7-cF7-cTop of Foundation to Clg.9' - 10"Top of Foundation to Gable Window Hgt.15' - 8"Heel17 13/16"Heel17 13/16"12" 12"ROOF TRUSSESPER MFG. SPEC.GARAGE WALLS & CEILING:INSULATE WALLS & CEILING w/ 5/8" TYPE X GP. BD. GARAGE3' - 6"3' - 6"1) ICA2947B'M PERMFG. SPEC. First Floor1007' -0"Top of Foundation1005' -9 3/4"First Floor Clg.1017' -1 1/8"Garage Floor1005' -3 3/4"Garage Clg.1015' -7 3/4"17 3/8"18 3/4"3' - 0 1/8"1' - 6"14' - 0"12' - 0"2' - 0"Approx. Stone Hgt.4' - 10 3/4"Top of Foundation to Clg.9' - 10"1 1/8" 12"1 1/8" 12"1 1/8" 12"3/4" PLYWOOD18" ROOF TRUSSES1' - 2 1/4"T.O.F. TO MAIN LEVEL10' - 1 1/8"MUD ROOM W.I.C.4' - 8"4' - 8"F7-aF6-bROOF TRUSSESPER MFG. SPEC.TYPICAL SLAB CONSTRUCTION:4" CONCRETE SLABPOLY/VAPOR BARRIER2" RIGID INSULATION (OPT.)SAND BED GRANULAR FILLTYPICAL SLAB CONSTRUCTION:4" CONCRETE SLAB PITCHED TOWARDS FLOOR DRAINSSAND BED GRANULAR FILL3' - 6"garageHeel7 13/16"8" 12"12" 12"12" 12"0393" MIN. ABS OR PVC OR EQUIVALENTGAS TIGHT PIPESEAL ALL JOINTSBETWEEN SLABAND FOUNDATION WALL4" PERFORATED DRAINTILE W/FILTER FABRIC8"X16" ROCK TRENCHSEALED SUMP BASKETMIN 6 MIL OR 3 MIL CROSSLAMINATED POLY SHALL BELAPPED 12" AND PLACED BELOWTHE SLAB AND ON TOP OF 4" MIN. SAND GASPERMEABLE LAYERINSTALL LABEL READING (RADON REDUCTION SYSTEM) ON THE VENT PIPE AT EACH FLOORAND IN ACCESSIBLE ATTICSALL CONTROL JOINTS, ISOLATION JOINTSCONSTRUCTION JOINTS AND ANY OTHERJOINTS IN CONCRETE SLABS SHALL BESEALED WITH CAULK OR SEALANTSEAL ALL FLOOR OPENINGSALL PIPE JOINTS AND FITTINGSTO BE GLUED OR TRANSITIONCOUPLINGSPROVIDE SPACE FOR FUTUREINSTALLATION OF A FAN*MIN. 24' DIAMETER CENTERED ON THE AXIS OR THE VENT STACK*MIN. VERTICAL DISTANCE 36"INSTALL LIVE OUTLET IN ATTIC WHEREFUTURE FAN MAY BE INSTALLEDR-4 MIN. INSULATION AROUND PIPE IN UNCONDITIONED SPACES3" MIN. ABS OR PVC OR EQUIVALENTGAS TIGHT PIPESEAL ALL JOINTSBETWEEN SLABAND FOUNDATION WALL4" PERFORATED DRAINTILE W/FILTER FABRIC8"X16" ROCK TRENCHSEALED SUMP BASKETMIN 6 MIL OR 3 MIL CROSSLAMINATED POLY SHALL BELAPPED 12" AND PLACED BELOWTHE SLAB AND ON TOP OF 4" MIN. SAND GASPERMEABLE LAYERINSTALL LABEL READING (RADON REDUCTION SYSTEM) ON THE VENT PIPE AT EACH FLOORAND IN ACCESSIBLE ATTICSALL CONTROL JOINTS, ISOLATION JOINTSCONSTRUCTION JOINTS AND ANY OTHERJOINTS IN CONCRETE SLABS SHALL BESEALED WITH CAULK OR SEALANTSEAL ALL FLOOR OPENINGSALL PIPE JOINTS AND FITTINGSTO BE GLUED OR TRANSITIONCOUPLINGSPROVIDE SPACE FOR FUTUREINSTALLATION OF A FAN*MIN. 24' DIAMETER CENTERED ON THE AXIS OR THE VENT STACK*MIN. VERTICAL DISTANCE 36"INSTALL LIVE OUTLET IN ATTIC WHEREFUTURE FAN MAY BE INSTALLEDR-4 MIN. INSULATION AROUND PIPE IN UNCONDITIONED SPACESDRAWN BYDESCRIPTIONPROJECT #PROJECTISSUERE-ISSUEBUILDER18476 KENRICK AVE. SUITE #202LAKEVILLE, MN 55044TEL: 952.428.8200EM: Dave@DavidCharlezDesigns.comD A V I D C H A R L E Z D E S I G N SD A V I D C H A R L E Z D E S I G N SD A V I D C H A R L E Z D E S I G N SD A V I D C H A R L E Z D E S I G N SaNotes: Dimensions, details and conformation to all local codes are to be verified by owner and contractor prior to the start of construction. The designer of the home is not a licensed structural engineer or architect and will assume no responsibility 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 thata 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. Allbuilding 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.4/10/2020 4:22:35PM10Cross SectionsDEN - SherelsResidence-CDREV1-SMSherels ResidenceDenali Custom Homes18352 Minnetonka BoulevardWayzata, MN, 5539110.1.2019GM10091 205th Street W.Lakeville, MN 550441/4" = 1'-0"4Section - Mud Room/Laundry1/4" = 1'-0"1Section - Screen Porch/Garage1/4" = 1'-0"6Section - Garage 11/4" = 1'-0"5Section - Garage 21/4" = 1'-0"2Section - Garage 31/4" = 1'-0"3Section - Garage/WIC1/4" = 1'-0"7Detail - Passive Radon (Main House)1/4" = 1'-0"8Detail - Passive Radon (Sport Court) UPUPDNUPDNDNDN628 SFLOWER PATIO324 SFOUTDOOR LIVING800 SF40' x 20' POOL451 SFUPPER PATIO1505 SFLOWER LEVEL135 SFMECH. ROOM818 SFSPORT COURT121 SFFRONTPORCH2879 SFMAIN LEVEL1267 SFGARAGE195 SFSCREEN PORCH129 SFGRILLDECK2486 SFDRIVEWAY296 SFOPEN TOGREAT ROOM1715 SFUPPER LEVEL272 SFOPEN TO FOYER& STAIRCASEDRAWN BYDESCRIPTIONPROJECT #PROJECTISSUERE-ISSUEBUILDER18476 KENRICK AVE. SUITE #202LAKEVILLE, MN 55044TEL: 952.428.8200EM: Dave@DavidCharlezDesigns.comD A V I D C H A R L E Z D E S I G N SD A V I D C H A R L E Z D E S I G N SD A V I D C H A R L E Z D E S I G N SD A V I D C H A R L E Z D E S I G N SaNotes: Dimensions, details and conformation to all local codes are to be verified by owner and contractor prior to the start of construction. The designer of the home is not a licensed structural engineer or architect and will assume no responsibility 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 thata 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. Allbuilding 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.4/10/2020 4:22:36PM11Square Footage CalculationsDEN - SherelsResidence-CDREV1-SMSherels ResidenceDenali Custom Homes18352 Minnetonka BoulevardWayzata, MN, 5539110.1.2019GM10091 205th Street W.Lakeville, MN 550441/8" = 1'-0"1Basement1/8" = 1'-0"2First Floor1/8" = 1'-0"3Second FloorL O W E R L E V E L:S Q. F T G. C A L C U L A T I O N S1505 SQ. FT. LOWER LEVEL818 SQ. FT. SPORT COURT800 SQ. FT. POOL (40' x 20')628 SQ. FT. LOWER PATIO451 SQ. FT. UPPER PATIO324 SQ. FT. OUTDOOR LIVINGGENERAL NOTES1. ALL EXTERIOR WALLS TO BE CONSTRUCTED OF 2x6 STUDS @ 16" O.C.2. ALL INTERIOR WALLS TO BE CONSTRUCTED OF 2x4 STUDS @ 16" O.C. (UNLESS OTHERWISE NOTED)3. WALLS ADJACENT TO GARAGE SPACE SHALL BE 2x6 WITH A 1 HR. FIRE RATING4. STRUCTURAL WALLS TO HAVE A FIRE RATING OF 1 HR.5. ALL DIMENSIONS LINES TO BE TO CENTERLINE OF STUDS TO FACE OF STUD6. PROVIDE ROOF VENTILATION 1 SQ.FT. PER 300 SQ.FT. OF ROOF AREA. 50% AT RIDGE AND 50% AT SOFFIT-MIN7.ALL INTERIOR DOOR HEAD HEIGHT TO BE VERIFIED BY BUILDER UNLESS OTHERWISE NOTED. UNDERCUT MIN 1"8. ALL STRUCTURAL MEMBERS TO BE VERIFIED BY MANF. AND A STRUCTURAL ENGINEER.9. ALL WINDOW UNITS ABOVE TUB DECK AND/OR WITHIN 18" OF THE FLOOR AND/OR 24" OF A DOORWAY SHALL BE TEMPERED GLASS10. PROVIDE AN APPROVED ICE AND WATER ROOFING STARTER EDGE PER CODE OR EQUIVALENT11. WRAP ALL CANTILEVERS WITH AN APPROVED POLY AND SPRAY FOAM FLOOR12. SLOPE FINISHED GRADE AWAY FROM THE HOUSE ON ALL SIDES13. 1/2" AIR SPACE ON EACH SIDE OF MICRO-LAM BEAM & MIN 3" BEARING ON CONCRETE14. EXTERIOR RAILING TO BE MIN OF 36" HIGH AND BUILT AS TO NOT ALLOW A 4" SPHERE TO PASS THROUGH15. ALL COMPONENTS TO BE INSTALLED TO MANF. SPEC OR LOCAL CODE16. ALL WOOD IN DIRECT CONTACT WITH CONCRETE OR MASONRY IS TO BE PRESSURE TREATED OR WOOD SPECIES THAT HAS A NATURAL RESISTANCE TO DECAY17. PROVIDE A WATER RESISTIVE GYP BOARD AROUND ALL SHOWERS AND TUBS18. LIGHT OR FAN HOUSING SYSTEM RECESSED THROUGH AN EXTERIOR VAPOR BARRIER SHALL BE OF THE AIR SEALED TYPE OR BE BOXED AND SEALED PER CODE19. PROVIDE DRAFT STOPS PER UBC 708.320. FIRE BLOCK ALL CHASES AT EACH FLOOR-CEILING ASSEMBLY OR AT 10' MAX INTERVALS21. ALL SMOKE DETECTORS TO BE HARD WIRED WITH BATTERY BACKUP PER CODE22. MAINTAIN A 6" SEPARATION BETWEEN GRADE AND WOOD23. CAULK AND FLASH AROUND ALL EXTERIOR OPENINGS24. PLUMBING PENETRATIONS IN WALL ASSEMBLY SHALL BE FIRE CAULKED WITH LISTED MATERIALS25. BLOCK PATIO DOORS WITHOUT A DECK26. SMOKE DETECTORS SHALL BE MIN 16" AWAY FROM WALL AND INSTALL TO MANF. SPEC27. NO OPENING IN ROOF WITHIN 5' OF PROPERTY LINES28. 10% OF THE FLOOR AREA IS REQUIRED FOR LIGHT AND VENTILATION IN ALL HABITABLE ROOMS29. ON EXTERIOR, GRIPPABLE HANDRAILS 34" TO 36" IN HEIGHT FROM THE NOSE OF THE STAIRS30. COMBUSTION AIR DUCTS 12" OFF THE FLOOR OR RETURN AIR PLENUM WHEN REQUIRED (IMC703)31. PROVIDE PLUMBING ACCESS AT ALL TUBS EXCEPT WHEN TRAPS & OVERFLOW GLUED32. PROVIDE 50 cfm OR 20 cfm CONTINUOUS VENTILATION OR OPERABLE WINDOW (ASHRAE 62-2001 6.1)33. DRYER VENT TO THE EXTERIOR- INSULATE LAST 3 FEET MIN 36" CLEARANCE TO OTHER OPENINGS: (IMC504.4, 401.52 AND 604.1)34. CERAMIC TILE TO BE APPLIED OVER GREEN BOARD, CEMENT BOARD, WONDER BOARD OR OTHER APPROVED MATERIAL TO A HEIGHT OF 70" ABOVE DRAIN INLET IN SHOWERS. CEMENT BOARD MUST BE USED ON EXTERIOR WALLS UNDERNEATH TILE AND OVER THE VAPOR BARRIER (R307)35. TRUSS PLANS STAMPED AND APPROVED BY MANF. SHALL BE ON THE JOB SITE. ALTERATIONS TO TRUSSES REQUIRE AN ENGINEER'S APPROVAL36. RAFTERS SHALL BE FRAMED TO MIN 1" THICK RIDGE BOARD NOT LESS THAN THE DEPTH OF THE CUT END OF THE RAFTERS OR NAILED TO EACH OTHER WITH A GUSSET PLATE A TIE. THE RIDGE BOARD MUST BE SUPPORTED ON END WALL OR MIN 2x4 COLLAR TIES ARE REQUIRED AT MIN 4" O.C.37. 4-MIL VAPOR BARRIER ON WARM IN WINTER SIDE OF EXTERIOR WALLS AND CEILING. FIRE RETARDANT VAPOR BARRIER MAY BE LEFT UNCOVERED38. WIND-WASH AT AL EAVES, CORNERS, OVERHANGS, AND BY WINDOWS. SHEATHING INSULATION DAM @ CEILING CHANGES39. WEATHER-RESISTIVE BARRIER-i.e. BUILDING WRAP TABLE R703.440. HOT WATER PIPING LOCATED OUTSIDE OF CONDITIONED SPACE WILL BE INSULATED TO AT LEAST R-341. ATTIC ACCESS DOORS FROM CONDITIONED TO UNCONDITIONED SPACES SHALL BE WEATHERED-STRIPPED AND INSULATED.42. NEW WOOD-BURNING FIREPLACES WILL HAVE TIGHT-FITTING FLUE DAMPERS AND OUTDOOR COMBUSTION AIR.43. FOR WINDOWS WHERE THE LOWEST PART OF THE WINDOW OPENING IS MORE THAN 6' ABOVE THE GROUND, THE LOWEST PART OF OPENING SHALL BE MIN. OF 36" ABOVE THE FINISHED FLOOR. EXCEPTIONS INCLUDE WINDOWS THAT DO NOT OPEN MORE THAN 4", WINDOWS WITH FALL PROTECTION, AND WINDOWS THAT HAVE OPENING CONTROL DEVICES.44. DWELLINGS WITH ATTACHED GARAGES OR FUEL FIRED EQUIPMENT MUST BE EQUIPPED WITH CARBON MONOXIDE ALARMS OUTSIDE OF, BUT NO FURTHER THAN 10' FROM , EACH SLEEPING AREA OR BEDROOM.45. FOOTINGS SHALL HAVE A MIN. COMPRESSIVE STRENGTH OF 5,000 psi.46. A MIN. 1/2" GYPSUM BOARD MEMBRANE, OR 5/8" WOOD STRUCTURAL PANEL MEMBRANE, SHALL BE PROVIDED ON THE UNDERSIDE OF FLOOR ASSEMBLIES. EXCEPTIONS A.DWELLINGS EQUIPPED WITH SPRINKLER SYSTEM. B.CRAWLSPACES C.PORTIONS OF FLOOR ASSEMBLIES WITH PROPORTIONALLY SMALL AREA. D. FLOOR ASSEMBLIES CONSTRUCTED OF SOLID SAWN LUMBER OR STRUCTURAL COMPOSITE LUMBER WITH MIN. NOMINAL DIMENSIONS OF 2"x10".47. DECKS SUPPORTED BY ATTACHMENT TO AN EXTERIOR WALL SHALL BE POSITIVELY ANCHORED TO THE PRIMARY STRUCTURE AND DESIGNED FOR BOTH VERTICAL AND LATERAL LOADS.48. FLASHING WITH A MIN. 3 1/2" VERTICAL ATTACHMENT FLANGE IS REQUIRED AT THE INTERSECTION OF THE FOUNDATION AND RIM JOIST FRAMING WHEN THE EXTERIOR WALL COVERING DOES NOT LAP THE FOUNDATION INSULATION. THE FLASHING MUST EXTEND A MIN. OF 1" BELOW THE FOUNDATION PLATE LINE, AND THE REQUIRED WATER-RESISTIVE BARRIER MUST LAP OVER THE ATTACHMENT FLANGE.49. BUILDING FRAMING CAVITIES SHALL NOT BE USED AS DUCTS OR PLENUMSadditional notes:M A I N L E V E L:2879 SQ. FT. MAIN LEVEL1267 SQ. FT. GARAGE195 SQ. FT. SCREEN PORCH129 SQ. FT. GRILL DECK121 SQ. FT. FRONT PORCHU P P E R L E V E L:1715 SQ. FT. UPPER LEVELF I N I S H E D T O T A L:6917 SQ. FT. FINISHED TOTAL(INCLUDES SPORT COURT) DNDNDNNLOT AREA = 37,374 SQ. FT.2879 SQ. FT. HOUSE2486 SQ. FT. DRIVEWAY1267 SQ. FT. GARAGE800 SQ. FT. POOL793 SQ. FT. POOL PATIO324 SQ. FT. SCREEN PORCH, DECK, OUTDOOR LIVING286 SQ. FT. UPPER PATIO121 SQ. FT. FRONT PORCHTOTAL SURFACE COVERAGE = 8956 SQ. FT. OR 24%628 SQ. FT.POOL PATIO800 SQ. FTPOOL (40' x 20')451 SQ. FTUPPER PATIO324 SQ. FT.DECK, SCREEN PORCH, & OUTDOOR LIVING2879 SQ. FT.HOUSE121 SQ. FT.FRONTPORCH1267 SQ. FT.GARAGE2486 SQ. FT.DRIVEWAY10091 205th st. w site conditionsNOTE:PROPOSED RETAINING WALL, VERIFY LOCATION AND DESIGN WITH LANDSCAPE DESIGNER AND SURVEYING ENGINEERFirst Floor1007' -0"Basement996' -1 1/4"Top of Foundation1005' -9 3/4"Garage Floor1005' -3 3/4"Sport Court Floor988' -1 1/4"Street Elevation1001' -0"From Average Grade to Midpoint of Highest Roof34' - 1 5/16"MIDPOINT OF HIGHEST ROOFAverage Grade1000' -7 3/4"4' - 3 3/4"Roof Peak1041' -0"First Floor1007' -0"Basement996' -1 1/4"Garage Floor1005' -3 3/4"Roof Peak V11042' -6 1/8"Sport Court Floor988' -1 1/4"Street Elevation1001' -0"Pool Level995' -6 1/4"7"89"4' - 3 3/4"5.2" DRIVEWAY SLOPELake Water Elevation983' -0"8' - 0"5' - 1 1/4"Roof Peak1041' -0"Garage Floor to Highest Point of Roof35' - 8 1/4"NOTE:PROPOSED RETAINING WALL, VERIFY LOCATION AND DESIGN WITH LANDSCAPE DESIGNER AND SURVEYING ENGINEERDRAWN BYDESCRIPTIONPROJECT #PROJECTISSUERE-ISSUEBUILDER18476 KENRICK AVE. SUITE #202LAKEVILLE, MN 55044TEL: 952.428.8200EM: Dave@DavidCharlezDesigns.comD A V I D C H A R L E Z D E S I G N SD A V I D C H A R L E Z D E S I G N SD A V I D C H A R L E Z D E S I G N SD A V I D C H A R L E Z D E S I G N SaNotes: Dimensions, details and conformation to all local codes are to be verified by owner and contractor prior to the start of construction. The designer of the home is not a licensed structural engineer or architect and will assume no responsibility 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 thata 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. Allbuilding 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.4/10/2020 4:22:53PM12Site ConditionsDEN - SherelsResidence-CDREV1-SMSherels ResidenceDenali Custom Homes18352 Minnetonka BoulevardWayzata, MN, 5539110.1.2019GM10091 205th Street W.Lakeville, MN 550441/8" = 1'-0"2Front Elevation - Site Study1/8" = 1'-0"3Right Elevation - Site Study BLACK METAL PANELS100" TELEVISION10" WOOD BEAMELEVATED STAGE9' - 2"8' - 10"5' - 10"3' - 0"5' - 4"3' - 6"4' - 6"MIRROR2-BINTRASHOPEN SHELVING8' - 10"8' - 10"14' - 3"FULL HEIGHT CABINET42" REFRIG44"83"44"5' - 2"4' - 7"6' - 4"4' - 7"14"GAS FIREPLACEPER MFG. SPEC.6" SHIPLAP w/ 1/2" REVEAL8"8" WOOD MANTEL2' - 0"4' - 0"11' - 0"4' - 0"2' - 0"3' - 0"3' - 0"5' - 1 1/2"0' - 10"5' - 2"0' - 10"5' - 1 1/2"3' - 0"6"6" TRUSS UPSET w/ WOOD INLAYHOOD VENT48" RANGE10' - 1 1/8"2' - 9"5' - 0"3' - 9"3' - 0"1' - 6"5' - 7 1/8"10' - 1 1/8"11' - 6"60" REFRIG/FRZ.11' - 0"3' - 0"KITCHEN ISLAND2-BINTRASH10' - 1 1/8"5' - 7 1/8"1' - 6"3' - 0"6' - 5 1/2"11' - 0"3' - 0"KITCHEN ISLAND6" SHIPLAP w/ 1/2" REVEAL11' - 6"5' - 7 1/8"1' - 6"3' - 0"2' - 6"6' - 6"2' - 6"10' - 1 1/8"5' - 1"1' - 0"2' - 0"3' - 0"1' - 6"5' - 7 1/8"3' - 0"6' - 7 1/8"3' - 6"6"10' - 1 1/8"MIRRORBIDET3' - 1 1/8"4' - 10"2' - 2"10' - 0"10' - 1 1/8"10' - 1 1/8"11' - 5 1/2"3' - 0"7' - 1 1/8"6" TRIMSHELVESCOSMETIC DESKMIRRORMIRRORMIRROR4' - 0"1' - 9"3' - 6"1' - 9"4' - 0"3' - 0"7' - 1 1/8"3' - 0"10' - 1 1/8"LINENSHELVESLINENSHELVES6' - 7 1/8"4' - 6"11' - 1 1/8"VAULTED CLG.9' - 0"GAS FIREPLACEPER MFG. SPEC.6" SHIPLAP w/ 1/2" REVEAL8"x8" WOOD MANTELBLACK METAL CORNERSBLACK METAL CORNERS5' - 0"GAS FIREPLACEPER MFG. SPEC.10"x10" WOOD MANTEL6" SHIPLAP w/ 1/2" REVEAL1' - 1 1/8"9' - 0"SOFFIT/BEAM12' - 9"GRILL BY OTHERSSTAINLESS STEEL CABINETRYDRAWN BYDESCRIPTIONPROJECT #PROJECTISSUERE-ISSUEBUILDER18476 KENRICK AVE. SUITE #202LAKEVILLE, MN 55044TEL: 952.428.8200EM: Dave@DavidCharlezDesigns.comD A V I D C H A R L E Z D E S I G N SD A V I D C H A R L E Z D E S I G N SD A V I D C H A R L E Z D E S I G N SD A V I D C H A R L E Z D E S I G N SaNotes: Dimensions, details and conformation to all local codes are to be verified by owner and contractor prior to the start of construction. The designer of the home is not a licensed structural engineer or architect and will assume no responsibility 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 thata 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. Allbuilding 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.4/10/2020 4:23:02PM13Interior ElevationsDEN - SherelsResidence-CDREV1-SMSherels ResidenceDenali Custom Homes18352 Minnetonka BoulevardWayzata, MN, 5539110.1.2019GM10091 205th Street W.Lakeville, MN 55044DESIGN DISCLAIMER:ELEVATIONS ARE SHOWN FOR ILLUSTRATIVE PURPOSES ONLY. REFER TO FINAL CABINET DRAWINGS AND SELECTIONS PER INTERIOR DESIGNER AND OR HOMEOWNER.1/2" = 1'-0"1L.L. Family Rm Stage1/2" = 1'-0"2L.L. Bath1/2" = 1'-0"3L.L. Wet Bar1/2" = 1'-0"7M.L. Hearth Room Fireplace1/2" = 1'-0"8M.L. Kitchen Cooktop Wall1/2" = 1'-0"9M.L. Kitchen Fridge Wall1/2" = 1'-0"10M.L. Kitchen Island Cabinets1/2" = 1'-0"11M.L. L'dry Sink Wall1/2" = 1'-0"12M.L. Kitchen Island Overhang1/2" = 1'-0"13M.L. Kitchen Sink Wall1/2" = 1'-0"14M.L. L'dry Window Wall1/2" = 1'-0"15M.L. Medical Bath1/2" = 1'-0"16M.L. Mud Rm Bench & Lkrs1/2" = 1'-0"17M.L. Office Built-In1/2" = 1'-0"18M.L. Owner's Bath1/2" = 1'-0"19M.L. Owner's Suite Fireplace1/2" = 1'-0"20M.L. Screen Porch Fireplace1/2" = 1'-0"4L.L. Outdoor Kitchen 4' - 3 1/4"7' - 5"4' - 3 1/4"26"7' - 0"3' - 0"10" WOOD BEAM10" WOOD BEAMGAS FIREPLACE PER MFG. SPEC.12"x12" WOOD MANTEL2" STONE WRAP5' - 7 1/8"1' - 6"3' - 0"4' - 11 1/2"1' - 0"10' - 1 1/8"3' - 11 1/2"2' - 0"3' - 0"1' - 6"5' - 7 1/8"2' - 0"3' - 11 1/2"10' - 1 1/8"1' - 0"4' - 11 1/2"3' - 0"1' - 6"5' - 7 1/8"2' - 0"5' - 5 1/2"2' - 0"10' - 1 1/8"1' - 0"1' - 9"3' - 11 1/2"1' - 9"1' - 0"22 1/8"3"18"3"18"3"24"30"3' - 5"6' - 6 1/2"7' - 7 1/8"2' - 6"3' - 11 1/2"6' - 0"WOOD SHELVESBLACK METAL PANELS30"24"3"18"3"18"3"22 1/8"1' - 9"2' - 8 1/2"2' - 0"10' - 4"9' - 1 1/8"5" 12"OPEN SHELVINGOPEN SHELVING6' - 1 1/8"3' - 0"4' - 0"6' - 1 1/8"3' - 0"4' - 0"9' - 1 1/8"9' - 1 1/8"3' - 2"4' - 0 1/2"3' - 2"6' - 1 1/8"3' - 0"MIRRORMIRROR1' - 9 1/8"4' - 4"3' - 0"9' - 1 1/8"2' - 1 1/2"7' - 0"9' - 1 1/2"HANGING RODLAUNDRY BINS3' - 6"5' - 7 1/8"36"18"3"12"3"12"3"22 1/8"9' - 1 1/2"9' - 1 1/8"1' - 9 1/8"4' - 4"3' - 0"9' - 1 1/8"3' - 0"7' - 1 1/8"3' - 0"10' - 1 1/8"MIRROR7' - 1 1/8"3' - 0"6' - 11 1/2"10' - 1 1/8"DRAWN BYDESCRIPTIONPROJECT #PROJECTISSUERE-ISSUEBUILDER18476 KENRICK AVE. SUITE #202LAKEVILLE, MN 55044TEL: 952.428.8200EM: Dave@DavidCharlezDesigns.comD A V I D C H A R L E Z D E S I G N SD A V I D C H A R L E Z D E S I G N SD A V I D C H A R L E Z D E S I G N SD A V I D C H A R L E Z D E S I G N SaNotes: Dimensions, details and conformation to all local codes are to be verified by owner and contractor prior to the start of construction. The designer of the home is not a licensed structural engineer or architect and will assume no responsibility 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 thata 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. Allbuilding 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.4/10/2020 4:23:04PM14Interior ElevationsDEN - SherelsResidence-CDREV1-SMSherels ResidenceDenali Custom Homes18352 Minnetonka BoulevardWayzata, MN, 5539110.1.2019GM10091 205th Street W.Lakeville, MN 55044DESIGN DISCLAIMER:ELEVATIONS ARE SHOWN FOR ILLUSTRATIVE PURPOSES ONLY. REFER TO FINAL CABINET DRAWINGS AND SELECTIONS PER INTERIOR DESIGNER AND OR HOMEOWNER.1/2" = 1'-0"1M.L. Great Room Fireplace1/2" = 1'-0"2M.L. Pantry Left Wall1/2" = 1'-0"3M.L. Pantry Right Wall1/2" = 1'-0"4M.L. Pantry Sink Wall1/2" = 1'-0"5M.L. Pkt. Off Back Wall1/2" = 1'-0"6M.L. Pkt. Off. Left Wall1/2" = 1'-0"7U.L Loft Cabinets1/2" = 1'-0"8U.L. Bath #41/2" = 1'-0"9U.L. Bath #51/2" = 1'-0"10U.L. Jack & Jill Bath1/2" = 1'-0"11U.L. L'dry Hang Rod1/2" = 1'-0"12U.L. L'dry Shelf Wall1/2" = 1'-0"13U.L. L'dry Window Wall1/2" = 1'-0"14M.L. 1/2 Bath1/2" = 1'-0"15M.L. Drop Zone16U.L. Loft Ceiling 2x12 @16" O.C.BARRELVAULTDASHED-DOT LINEINDICATES MAJORGIRDER TRUSS TYP.INDICATES SPANDIRECTION OF TRUSSESBY SUPPLIER TYP. U.N.O.(2) 1178" LVL(2) 912" LVL (2) 912" LVL INDICATES CONTINUOUSHEADER OVER MIN. (2) 2x6BEARING STUDS TYP. U.N.O.(2) 912" LVLDASHED-DOT LINEINDICATES MAJORGIRDER TRUSS TYP.INDICATES SPANDIRECTION OF TRUSSESBY SUPPLIER TYP. U.N.O.(3) 1114" LVL(2) 912" LVL(2) 1178" LVL(2) 1178" LVL(3) 16" LVL(3) 2x10(2) 2x10(2) 2x10(3) 2x106x6 POST w/ STANDARDPOST BASE & CAP TYP.(3) 912" LVLWINDOW MULLS TORESIST OUT-OF-PLANEWIND LOADING ONLYBY SUPPLIER(2) 2x10(3) 20" LVL(3) 18" LVL(18" DEFLECTION)(3) 14" LVLEXTENDED HEADER(18" DEFLECTION) (3) 16" LVL (2) 16" LVL OR GIRDER TRUSS (3) 20" LVL ORW10x45 OR W12x30(3) 16" LVL (3) 14" LVL 514" x 514"PSL POST514" x 514"PSL POST(2) 1178" LVL(2) 2x10(2) 2x10(2) 2x102x12 @ 16" O.C.2x12 LEDGERFASTENED w/(2) LEDGERLOKS@ 16" O.C. TYP.(3) 2x12 (2) 2x12 (2) 2x12514" x 1238" GLULAM6x6 POST w/ STANDARDPOST BASE & CAP TYP.(3) 1178" LVL (18" DEFLECTION)W12x40 OR W14x34W12x79 OR W14x61W12x40 OR W14x34(2) 1178" LVLR=15k(SEE 5/S1)R=20k(SEE 5/S1)514" x 514"PSL POST514" x 7"PSL POST514" x 7"PSL POSTDavid Charlez Designs18476 Kenrick AvenueSuite #202Lakeville, MN 55044COPYRIGHT HANSON GROUP, LLC 2020©February 6, 2020Project Number:Date:9.600S11Sheets: of3PLANS SHOWN LIGHT IN BACKGROUND ARE FORLOCATION REFERENCE ONLY. PLAN NOTES ANDELEMENTS SHOWN LIGHT MAY NOT NECESSARILYSUPPORT THE HANSON GROUP'S DESIGN.DescriptionDateRevisionPrint Name:Signed: License Number:Ryan Mack2-26-2046673Date:Sherels Residence10091 205th Street WLakeville, MNI hereby certify that this plan, specification or reportwas prepared by me or under my direct supervisionand that I am a duly Licensed Professional Engineerunder the laws of the State of Minnesota.3407 Kilmer Lane NorthSuite 4Plymouth, MN 55441Tel 612-708-3572www.hansongroupmn.comPROJECT SCOPEDESIGN OF CAST-IN-PLACE CONCRETE, STEEL, AND WOOD FRAMING FOR A PROPOSED RESIDENCE. CONSTRUCTION IS TOBE DONE IN ACCORDANCE WITH THESE DRAWINGS, STANDARD INDUSTRY PRACTICE, AND THE REQUIREMENTS OF THECODE.GENERAL NOTES1.THESE DOCUMENTS APPLY TO STRUCTURAL ONLY. REFER TO HOUSE PLANS PREPARED BY DAVID CHARLEZ DESIGNSLAST DATED 2-20-20 FOR MORE INFORMATION.2.IT IS THE RESPONSIBILITY OF THE BUILDER TO PROVIDE ALL FUTURE PLAN OR FIELD CHANGES TO THE HANSONGROUP FOR REVIEW. PROVIDE FINAL TRUSS LAYOUTS TO THE HANSON GROUP PRIOR TO CONSTRUCTION ANDMATERIAL ACQUISITION.3.ADEQUATE SHORING DURING CONSTRUCTION IS THE RESPONSIBILITY OF THE CONTRACTOR.4.CONTRACTOR AND BUILDER ARE TO VERIFY ALL DIMENSIONS AND CONDITIONS BEFORE PROCEEDING WITH WORK.NOTIFY THE HANSON GROUP IF DISCREPANCIES ARISE.5.MEANS AND METHODS OF CONSTRUCTION ARE THE RESPONSIBILITY OF THE CONTRACTOR.FOUNDATION NOTES1.DRAIN TILE, DAMPPROOFING AND/OR WATERPROOFING, & INSULATION, AS WELL AS THEIR INSTALLATION, ARE TO BEIN ACCORDANCE WITH THE CODE.2.INSTALL A MINIMUM OF (2) ANCHORS PER PORTION OF SILL PLATE AS WELL AS AN ANCHOR WITHIN 12" OF EACH ENDAS APPLICABLE.3.BAR SPLICES ARE TO BE LAPPED A MINIMUM OF 48 BAR DIAMETERS. PROVIDE 48" MATCHING HOOK BARS FOR ALLHORIZONTAL BARS AT WALL CORNERS AND INTERSECTIONS.4.CARE IS TO BE TAKEN DURING BACKFILLING TO MAINTAIN A PLUMB WALL ALIGNMENT.5.BACKFILL BELOW EXTERIOR STOOP SLABS WITH COMPACTED GRANULAR MATERIAL TO FROST DEPTH (4'-0" MINIMUM).6.PRIOR TO BACKFILLING, HOUSE FOUNDATION WALLS ARE TO BE LATERALLY SUPPORTED BY FLOOR SYSTEM AT TOPAND SLAB AT BOTTOM OR BY ADEQUATE TEMPORARY BRACING.7.RETAINING WALL TYPE FOUNDATIONS RELY ON THE SLAB-ON-GRADE FLOOR FOR LATERAL SUPPORT. SLAB IS TO BEIN PLACE PRIOR TO BACKFILLING, OR ADEQUATE TEMPORARY LATERAL BRACING IS TO BE INSTALLED. BULKHEADSTEP FOOTINGS, DO NOT JUMP FOOTINGS AT THESE LOCATIONS.FRAMING NOTES1.ALL HEADERS ARE TO BE MINIMUM (2) 2x10 LUMBER UNLESS NOTED OTHERWISE. (2) 2x10 MEMBERS SHOWN MAY BESUBSTITUTED WITH (2) 1¾" x 7¼" LVL OR (3) 1¾" x 5½" LVL AS REQUIRED.2.ALL DIMENSION LUMBER HEADERS AND BEAMS ARE TO HAVE A MINIMUM OF ONE BEARING STUD AT EACH END ANDTWO AT INTERMEDIATE SUPPORTS. ALL 2-PLY LVL AND GIRDER TRUSS BEAMS AND HEADERS ARE TO HAVE A MINIMUMOF TWO BEARING STUDS AT EACH END AND AT INTERMEDIATE SUPPORTS. 3-PLY LVL MEMBERS ARE TO HAVE AMINIMUM OF THREE BEARING STUDS AT EACH END AND AT INTERMEDIATE SUPPORTS. ADDITIONAL BEARING STUDSARE NOT REQUIRED FOR LVL SUBSTITUTED FOR STANDARD SAWN LUMBER. ALL BEARING ABOVE IS UNLESS NOTEDOTHERWISE ON PLANS. TRUSS SUPPLIER IS TO VERIFY GIRDER TRUSS BEARING LENGTH AND SUPPORTREQUIREMENTS.3.ALL HEADERS AND BEAMS ARE TO HAVE A MINIMUM OF ONE FULL HEIGHT KING STUD AT EACH END. EXTERIOROPENINGS GREATER THAN EIGHT FEET IN WIDTH ARE TO HAVE A MINIMUM OF TWO FULL HEIGHT KING STUDS AT EACHEND, EXCEPT AT TALL WALLS AS NOTED. EXTERIOR OPENINGS GREATER THAN FOURTEEN FEET IN WIDTH ARE TOHAVE A MINIMUM OF THREE FULL HEIGHT KING STUDS AT EACH END, EXCEPT AT TALL WALLS AS NOTED. FORCONTINUOUS BEAM CONDITIONS, SPAN IN DETERMINING NUMBER OF KING STUDS IS THE FULL LENGTH OF THEHEADER.4.ALL CONNECTIONS ARE TO BE MADE WITH ADEQUATE SIMPSON, USP OR EQUAL JOIST HANGERS, CLIPS, POST CAPS,AND POST BASES.5.CONNECT MULTIPLE MEMBER LVL'S TOGETHER IN ACCORDANCE WITH MANUFACTURER REQUIREMENTS.6.ALL EXTERIOR WALLS ARE TO BE CONSTRUCTED IN ACCORDANCE WITH THE FOLLOWING CRITERIA, U.N.O., WHICHMEETS OR EXCEEDS THE REQUIREMENTS OF CODE SECTION R602.10.4 WSP AND CS-WSP.A.2x6 STUDS SPACED @ 16" O.C.B.WALL SHEATHING: 716" MIN. STRUCTURAL PANEL SHEATHING w/ 8d NAILS @ 6" O.C AT PANEL EDGES AND 12" O.C.AT INTERMEDIATE SUPPORTS OR 134" 16 GAUGE STAPLES @ 3" / 6" SPACING.7. ALL INTERIOR WALLS ARE TO BE CONSTRUCTED IN ACCORDANCE WITH THE FOLLOWING CRITERIA, U.N.O.A.2x4 OR 2x6 STUDS SPACED @ 16" O.C.B.WALL SHEATHING: 12" MIN. GYPSUM SHEATHING FASTENED TO FRAMING w/ 5d COOLER NAILS @ 8" O.C. MAX. ORTYPE S/W WALLBOARD SCREWS @ 16" O.C. MAX. (58" MINIMUM STUD PENETRATION)8. ALL FLOORS ARE TO BE CONSTRUCTED IN ACCORDANCE WITH THE FOLLOWING CRITERIA.A.FLOOR FRAMING SPACED AT A MAXIMUM OF 24" O.C.B.FLOOR SHEATHING: 34" STRUCTURAL PANEL SHEATHING w/ 8d NAILS @ 6" O.C AT PANEL EDGES AND 12" O.C. ATINTERMEDIATE SUPPORTS.9. ALL ROOFS ARE TO BE CONSTRUCTED IN ACCORDANCE WITH THE FOLLOWING CRITERIA.A.ROOF FRAMING SPACED AT A MAXIMUM OF 24" O.C.B.FASTEN ALL ROOF FRAMING TO TOP PLATES WITH USP RT7 OR SIMPSON H2.5 CLIPS OR EQUIVALENT AND (3) 8dTOENAILS.C.ROOF SHEATHING: 12" MIN. STRUCTURAL PANEL SHEATHING w/ 8d NAILS @ 6" O.C AT PANEL EDGES AND 12" O.C.AT INTERMEDIATE SUPPORTS OR 134" 16 GAUGE STAPLES @ 3" / 6" SPACING.D.PROVIDE FULL DEPTH BLOCKING BETWEEN TRUSSES AT ENERGY HEELS FOR PERIMETER ROOF SHEATHINGNAILING OR TOP AND BOTTOM BLOCKING SHEATHED PER FRAMING NOTE 6.10. ALL BEARING POINT OR POST LOADS ARE TO BE BLOCKED SOLID TO THE FOUNDATION.11. STEEL COLUMN TOP AND BOTTOM PLATES (R = 20 KIPS) ARE BY THE MANUFACTURER. STEEL SHEAR CLIPCONNECTIONS (R = 20 KIPS UNLESS NOTED OTHERWISE) ARE BY THE MANUFACTURER.12. STEEL BEAMS ARE TO HAVE SOLID 2 x MINIMUM TOP PLATE FASTENED WITH ½" DIAMETER BOLTS STAGGERED EACHSIDE OF WEB AT 48" ON CENTER MAX. WIDTH TO MATCH BEAM. INCREASE PLATE THICKNESS AS REQUIRED FOR TOPFLANGE HANGERS. BEAM TOP FLANGE / PLATE TO BE BRACED LATERALLY BY FLOOR SYSTEM AT 48" O.C. MAX AND ATENDS TYP. FOR FLUSH FLOOR FRAMING CONNECTIONS, BLOCK WEB SPACE SOLID w/ LUMBER TIGHT BETWEENFLANGES AND BOLT THROUGH WEB w/ 12"Ø BOLTS AT 24" O.C. STAGGERED.13.CUT PSL POSTS TO FIT. DO NOT BLOCK WITH WOOD PLATE MATERIAL OR CRUSHING MAY OCCUR. FASTEN STEELBEAMS TO PSL POSTS w/ (4) 516" x 6" STRUCTURAL WOOD SCREWS. AT BOTTOM, PSL TO BEAR DIRECTLY ONCONCRETE. IF UNTREATED, WRAP BOTTOM w/ MEMBRANE.14.VERIFY DROPPED VERSUS FLUSH BEAM CONDITIONS WITH HOUSE PLANS.15. ALL OTHER FASTENERS TO BE IN ACCORDANCE CODE TABLE R602.3(1).16.ALL STUD PLIES IN BUILT UP COLUMNS AND AT INTERMEDIATE STUD FRAMING TO BE FASTENED TO SHEATHING / GYPBOARD AS NOTED ABOVE (12" O.C. MAX. AT EXTERIOR AND 16" O.C. MAX. AT INTERIOR).17.A BRACED WALL REVIEW HAS BEEN PERFORMED. DUE TO FULL ENGINEERING PROVIDED, EXTERIOR BRACED WALLSARE NOT SHOWN FOR CLARITY, BUT ARE COVERED BY CONTINUOUS SHEATHING AND CONNECTIONS NOTED ABOVE.INTERIOR BRACED WALL ELEMENTS AND CONNECTIONS ARE SHOWN IN THESE DRAWINGS, AS WELL AS ENGINEEREDWIND RESISTING ELEMENTS THAT DO NOT MEET PRESCRIPTIVE CODE REQUIREMENTS.18.THE ENTRY PORCH AND DECK ARE CONSIDERED TO BE PRIMARILY OPEN, NON-ESSENTIAL STRUCTURES AND AREEXCLUDED FROM THE OVERALL MAIN WINDFORCE RESISTING SYSTEM OF THE HOME. PROVIDE CODE REQUIREDUPLIFT CONNECTIONS AT POSTS AND TENSION CONNECTIONS AT LEDGERS.19.TRUSS SUPPLIERS DESIGNING ELEMENTS TO SUPPORT VENEER ARE TO USE 1.5 X DEAD LOAD PLUS LIVE LOAD ANDL/600 DEFLECTION CRITERIA TO RESIST LONG TERM CREEP AND FINISHED MATERIAL DISTRESS. SIMILAR DESIGNREQUIREMENTS PERTAIN TO TRUSSES SUPPORTING HEARTH / MANTLE STONE OR CONCRETE MATERIALS.20.TALL WALL FRAMING IS DESIGNED TO AN H/180 (H/240 w/ STONE) DEFLECTION CRITERIA AT A MINIMUM.MATERIALSCONCRETE FOOTINGS: F'c = 5,000 PSI @ 28 DAYS (OR 3,500 PSI WITH AN APPROVED ADMIXTURE THAT PROVIDES A WATER AND VAPOR RESISTANCEAT LEAST EQUIVALENT TO 5,000 PSI CONCRETE)CONCRETE WALLS: F'c = 3,500 PSI @ 28 DAYSREINFORCING STEEL: ASTM A615 GRADE 60AGGREGATE: FOOTINGS - 112" MAX WALLS/SLABS- 34" MAXON-SITE SOIL:SAND-CLAY (GROUP II) ASSUMED- IF PREDOMINATELY CLAY SOILS ARE FOUND, BACKFILL w/ SAND FULL HEIGHT:geq = 45 PSF/FT (ACTIVE)BACKFILL SOIL:SAND (GROUP I) TO BE USED WHERE NOTED:geq = 30 PSF/FT (ACTIVE)ALLOWABLE SOILBEARING PRESSURE: 2,000 PSF (ASSUMED)WALL STUDS (10' OR LESS):SPF STUD GRADE OR BETTERWALL STUDS (OVER 10'):SPF NO.2 GRADE OR BETTERDIMENSIONAL LUMBER:SPF NO.2 GRADE OR BETTERTREATED LUMBER:SYP NO.2 GRADE OR BETTER2x6 LSL STUDS:112" WIDTH - 1.3E OR BETTER2x8 LSL STUDS:112" WIDTH - 1.5E OR BETTERLSL BEAMS:134" WIDTH - 1.55E OR BETTERLVL:134" WIDTH - 1.9E OR BETTERPSL:1.8E OR BETTERGLULAM:SYP 26FV4 OR COMB. #50 OR BETTERSTRUCTURAL STEEL:CHANNELS/MISC - ASTM A36 (Fy = 36KSI)TUBES - ASTM A500 Gr. B (Fy = 46 KSI)W SECTIONS - ASTM A992 (Fy = 50 KSI)LOADSROOF LIVE LOAD: 35 PSF (SNOW)ROOF DEAD LOAD:15 PSFFLOOR LIVE LOAD:40 PSFWOOD FLOOR DEAD LOAD:15 PSFWIND LOAD:90 MPH EXP. BCODES2015 MINNESOTA RESIDENTIAL CODEABBREVIATIONSTYP.=TYPICALSIM.=SIMILARU.N.O.= UNLESS NOTED OTHERWISEMIN.=MINIMUMMAX.=MAXIMUMO.C.= ON CENTERBUILDER IS REQUIRED TO SEND FINAL TRUSSLAYOUT DRAWINGS TO THE HANSON GROUPPRIOR TO CONSTRUCTION FOR VERIFICATION OFLOAD PATHS AND FRAMING SIZES LISTEDLOWER LEVEL PLAN SHOWN FORLOCATION REFERENCE ONLY1S1REFERENCE PLANPLAN NOTES:·ALL REMAINING BEAMS AND HEADERS NOT SPECIFIED ARE TO BE MIN.(2) 2x8 OR AN ALLOWABLE SUBSTITUTE LISTED IN THE FRAMING NOTES.·PROVIDE (2) 2x6 BEARING STUDS AT ENDS OF ALL GIRDER TRUSSES U.N.O.·SEE FRAMING NOTES FOR BEAM AND HEADER SUPPORT REQUIREMENTS.MAIN LEVEL PLAN SHOWN FORLOCATION REFERENCE ONLY2S1REFERENCE PLANPLAN NOTES:·ALL REMAINING BEAMS AND HEADERS NOT SPECIFIED ARE TO BE MIN.(2) 2x10 OR AN ALLOWABLE SUBSTITUTE LISTED IN THE FRAMING NOTES.·PROVIDE (2) 2x6 BEARING STUDS AT ENDS OF ALL GIRDER TRUSSES U.N.O.·SEE FRAMING NOTES FOR BEAM AND HEADER SUPPORT REQUIREMENTS.UPPER LEVEL PLAN SHOWN FORLOCATION REFERENCE ONLY3S1REFERENCE PLANPLAN NOTES:·ALL REMAINING BEAMS AND HEADERS NOT SPECIFIED ARE TO BE MIN.(2) 2x10 OR AN ALLOWABLE SUBSTITUTE LISTED IN THE FRAMING NOTES.·PROVIDE (2) 2x6 BEARING STUDS AT ENDS OF ALL GIRDER TRUSSES U.N.O.·SEE FRAMING NOTES FOR BEAM AND HEADER SUPPORT REQUIREMENTS.S22TYP. FLOOR TRUSSNON-BEARINGS2 1 TYP. FLOOR TRUSS BEARING S2 3 S2 4 SIM.S24TYP.WALKOUTS2 6 TYP. GARAGE S2 8 S2 8 S210S29SIM.HOOK #5 OR #6 HORIZ.BARS PER 9/S2 24" MIN.AROUND CORNERS210S2 11 S2 11 S211SIM.S29(3) 20" LVL (4) 2x6BEARINGSTUDS514" x 11" CURVED GLULAMVAULTEDHAND-FRAMINGBY CONTRACTOR(3) 1114" LVLEXTENDED HEADER (8-FT)(10-FT)(6-FT)(6-FT)(6-FT)(6-FT)(3) 2x102x10 LEDGERFASTENED w/(2) LEDGERLOKS@ 16" O.C. TYP.2x10 @ 16" O.C.SEE 12/S2 FOR TWO-STORYFOYER/STAIR WALL FRAMINGSEE 12/S2 FOR TWO-STORYFOYER/STAIR WALL FRAMINGCONSTRUCTPORTAL FRAME ASSHOWN IN 13/S2CONSTRUCTSTRUCTURALBRACE AS SHOWNIN 14/S2 TYP.CONSTRUCTPORCH END WALLAS SHOWN IN 15/S2CONSTRUCTPORCH END WALLAS SHOWN IN 15/S2CONSTRUCTSHEARWALL ASSHOWN IN 1/S3SEE 2/S3 FOR GREAT ROOMTALL WALL FRAMINGSEE 2/S3 FOR GREAT ROOMTALL WALL FRAMINGLOW ROOF FRAMING IS TOBE INTEGRATED INTO ROOFTRUSSES BY SUPPLIERCONSTRUCTSHEARWALL ASSHOWN IN 3/S3CONSTRUCT RIGIDSHEAR PANEL ASSHOWN IN 4/S3CONSTRUCTSHEARWALL ASSHOWN IN 5/S3CONSTRUCT RIGIDSHEAR PANEL ASSHOWN IN 6/S3(2) 912" LVLEXTENDED HEADER (2) 2x8 (2) 2x8 (2) 2x8 (12-FT)COPE BEAM AS REQ'DS1FRAMING DETAILSTEEL BEAM CONNECTIONSHEAR CLIP5END OF BEAM REACTIONLISTED ON PLAN ORFRAMING NOTES(WORKING LOAD)SHEAR CLIP CONNECTION BYSTEEL SUPPLIER ADEQUATEFOR REACTION LISTEDBLOCK SOLID w/ LSL/LVL MATERIALTIGHT BETWEEN TOP AND BOTTOMFLANGES EXTENDED 12" BEYONDLSL/LVL BEAM EACH WAY FASTENEDTO STEEL BEAM WEB w/ (2) 12"Ø BOLTSEACH SIDE OF LSL/LVL FOR STABILITYHANGER BY SUPPLIERS1FRAMING DETAILLSL/LVL TO STEEL BEAM CONNECTION4SEE 4/S1 FOR LSL/LVLBEAM TO STEELBEAM CONNECTIONAS REQ'D TYP.(2) 2x10(2) 2x10(3) 2x6(3) 2x6(3) 2x6(3) 2x6SEE 4/S1 FOR LSL/LVLBEAM TO STEEL BEAMCONNECTION TYP.CONCRETE PAD FOOTING SCHEDULEMARKFOOTING SIZEREINFORCEMENT EACH WAYF13'-0" x 3'-0" x 1'-0"#5 BARS @ 12" O.C.F23'-6" x 3'-6" x 1'-0"#5 BARS @ 12" O.C.F34'-6" x 4'-6" x 1'-0"#5 BARS @ 12" O.C.LOCATE REINFORCEMENT 3" FROM THE BOTTOM OF FOOTINGF1F3F2514" x 1238" GLULAM(3) 2x12(2) 2x10S2 16 S2 16 BRACED WALL PERPENDICULAR TO FRAMINGNAIL BOTTOM PLATETO BLOCKING w/ (3)16d NAILS EVERY 16"PROVIDE FULL DEPTHBLOCKING BETWEENFLOOR TRUSSESNAIL BOTTOM PLATETO BLOCKING w/ (3)16d NAILS EVERY 16"PROVIDE FLOOR TRUSSDIRECTLY IN LINE w/BRACED WALL PANELBRACED WALL PARALLEL WITH FRAMINGROOFTRUSSESBRACEDWALL PANELFLAT 2x6 @ 24" O.C.(MIN. (3) PER BRACEDWALL PANEL)SIMPSONA35FRAMINGANGLEEACH END(4) 0.131"Øx 3" NAILSBRACEDWALL PANEL(4) 0.131"Øx 3" NAILSFLOORTRUSSESFLAT 2x6 @ 24" O.C.(MIN. (3) PER BRACEDWALL PANEL)BRACEDWALL PANEL(4) 0.131"Øx 3" NAILSSIMPSON LTP4FRAMING PLATEEACH ENDFLOORTRUSSESFLAT 2x6 @ 24" O.C.(MIN. (3) PER BRACEDWALL PANEL)BRACED WALL CONNECTIONBRACED WALL CONNECTION(ROOF TRUSSES)(FLOOR TRUSSES)DETAILS SHOWN HERE ARE ALTERNATIVECONNECTIONS TO BE USED WHEN BRACEDWALL PANEL DOES NOT ALIGN WITH FRAMING.6S1FRAMING DETAILSINTERIOR BRACED WALL FASTENINGSEE PLANS FOR LOCATIONSNAIL EACH TRUSS TOTOP PLATE w/ (3) 8dTOENAILSPROVIDE FLOORTRUSS DIRECTLY INLINE w/ BRACED WALLPANEL FASTENED TOPLATES w/ 8dTOENAILS @ 6" O.C.PROVIDE FULL DEPTHBLOCKING BETWEEN FLOORTRUSSES NAILED TO TOPPLATES w/ (3) 8d NAILS EACH2x4 BLOCKINGBETWEEN ROOFTRUSSES NAILEDTO TOP PLATES w/(3) 8d NAILS EACHPROVIDE TRUSSDIRECTLY IN LINEw/ BRACED WALLPANEL FASTENEDTO PLATES w/ 8dTOENAILS @ 6" O.C.ROOF TRUSSABOVE PANELFLOOR TRUSSABOVE PANELFLOOR TRUSSBELOW PANELROOF TRUSSABOVE PANELFLOOR TRUSSABOVE PANELFLOOR TRUSSBELOW PANELSECTIONS SHOWN DEPICT CONNECTIONS OF BRACED WALL PANELS TO ROOF TRUSSESABOVE, TO FLOOR TRUSSES ABOVE AND BELOW, AND TO CONCRETE BELOW. THESE PANELSARE NOT NECESSARILY REQUIRED TO ALIGN, BUT MAY DEPENDING ON PLAN LAYOUT.NAIL BOTTOM PLATE w/(3) 16d NAILS EVERY 16"(OR AS SHOWN TOTHE RIGHT IF REQ'D)FASTEN PLATE w/ 14"CONCRETE SCREWS ORPOWDER ACTUATED 0.145"WASHERED PINS @ 16" O.C.w/ 1" EMBEDMENT INCONCRETESIMPSON LTP4FRAMING PLATEEACH END(MIN. LENGTH)INDICATES INTERIOR BRACED WALL PANEL w/ GYPSUM SHEATHING BOTH FACES w/ 5d COOLER NAILS OR TYPE S/W WALLBOARDSCREWS (58" MINIMUM STUD PENETRATION) @ 4" O.C. PROVIDE INCREASED FASTENING REQUIREMENTS AS SHOWN BELOW.HATCHED WALLS INDICATEINTERIOR BRACED WALLLOCATIONS TYP. (PROVIDEINCREASED FASTENING &CONNECTIONS TOP &BOTTOM AS SHOWN IN 6/S1)HATCHED WALLS INDICATEINTERIOR BRACED WALLLOCATIONS TYP. (PROVIDEINCREASED FASTENING &CONNECTIONS TOP &BOTTOM AS SHOWN IN 6/S1)OFFICE EXTERIOR 13'-6"± TALL WOODWALLS TO BE CONSTRUCTED AS FOLLOWS:·2x6 @ 16" O.C. TYPICAL FULL HEIGHTWALL FRAMING (BALLOON FRAMED)·PROVIDE 2x6 BLOCKING BETWEEN STUDSAT INTERVALS NOT TO EXCEED 10-FTALONG HEIGHT OF WALLGREAT ROOM EXTERIOR 14'-0"± TALL WOODWALL TO BE CONSTRUCTED AS FOLLOWS:·2x6 @ 16" O.C. TYPICAL FULL HEIGHT WALLFRAMING (BALLOON FRAMED)·PROVIDE 2x6 BLOCKING BETWEEN STUDSAT INTERVALS NOT TO EXCEED 10-FTALONG HEIGHT OF WALL·PROVIDE (1) 2x6 BEARING STUD & (1) 2x6FULL HEIGHT KING STUD AT SIDES OFWINDOW OPENINGINDICATES SPANDIRECTION OFTRUSSES BYSUPPLIER TYP.U.N.O.DASHED-DOT LINEINDICATES MAJORGIRDER TRUSS TYP.(3) 2x6BEARINGSTUDS(2) 2x10(2) 2x6 STUDS (FASTEN EACHHEADER TO STUD w/SIMPSON LTP4 FRAMINGPLATE ON THE EXTERIOR &(2) SIMPSON A34 FRAMINGANGLES ON THE INTERIOR)(3) 912" LVLEXTENDED HEADER (18" DEFLECTION)CONSTRUCT RIGIDSHEAR PANEL ASSHOWN IN 1/S3Plan Changes2-26-201INDICATES CONTINUOUSHEADER OVER MIN. (2) 2x6BEARING STUDS TYP. U.N.O. MID-CHORD BEARING TRUSSES BYSUPPLIER @ 19.2" O.C. MAX.(DESIGNED TO TRANSFER 1100#LATERAL SOIL PRESSURE LOAD ATBEARING INTO TOP CHORD OF TRUSS)SIMPSON A35 FRAMINGANGLE BOTH SIDES OFTRUSSES w/ (6) 8d x 112" NAILSEACH LEG OF EACH ANGLESLAB-ON-GRADEVERT. BAR OPTIONS:#5 BARS @ 18" O.C. OR#6 BARS @ 24" O.C.14" MIN. C.I.P.CONCRETE WALL2"18'-0"±5'-8"3"2"2x8 MIN. SILL PLATE w/112" MAX. OVERHANG12"Ø ANCHOR BOLT (7" MIN EMBED)w/ NUT & 18" THICK x 2" Ø ORSQUARE WASHER @ 24" O.C.(PLACE SUCH THAT 234" EDGE DISTANCEIS MAINTAINED TO BOTH OUTSIDE OFCONCRETE & INSIDE OF SILL PLATE)#4 HORIZ. BARS @ 24" O.C.121'-6" MIN.SLOPE GRADE AWAYFROM FOUNDATION100% GRANULAROR GRAVELBACKFILLw/ 6" CLAYCAPLINE OFGRANULARBACKFILLREQUIREMENTS2"10'-0" HOOK OPTIONS:#5 HOOKS @ 9" O.C. OR#6 HOOKS @ 12" O.C.12" THICK C.I.P.CONCRETE FOOTINGCENTERED UNDER WALL(4) #4 LONGITUDINAL BARSAT TOP OF FOOTING#4 BARS @ END &BEND OF HOOKTRANSVERSE BARS OPTIONS:#5 BARS @ 18" O.C. OR#6 BARS @ 24" O.C.3'-0"7'-0"WALL SECTIONSPORT COURT SIDEFOUNDATION WALLS8S26"MIN.SLAB-ON-GRADE18'-0"±2" TO HORIZ. BARS12100% GRANULAROR GRAVELBACKFILLw/ 6" CLAYCAPLINE OFGRANULARBACKFILLREQUIREMENTS(2) #5 OR (2) #6 HORIZ.BARS @ 24" O.C.#4 x 2'-0" DOWELS @ 36" O.C.(5" MIN. EMBED)2x8 MIN. SILL PLATE w/112" MAX. OVERHANG12"Ø ANCHOR BOLT (7" MIN EMBED)w/ NUT & 18" THICK x 2" Ø ORSQUARE WASHER @ 24" O.C.(PLACE SUCH THAT 234" EDGE DISTANCEIS MAINTAINED TO BOTH OUTSIDE OFCONCRETE & INSIDE OF SILL PLATE)WALL SECTIONSPORT COURT FRONTFOUNDATION WALLS9S2#4 VERT. BARS @ 36" O.C.1'-6"10'-0"1'-2"2'-0"12100% GRANULAROR GRAVELBACKFILLw/ 6" CLAYCAPLINE OFGRANULARBACKFILLREQUIREMENTSSEE 10/S2 FOR ADDITIONALHOOKS & BARS IN BUTTRESSFOOTING BEYONDWALL SECTIONSPORT COURT BUTTRESSWALL & FOOTING10S2David Charlez Designs18476 Kenrick AvenueSuite #202Lakeville, MN 55044COPYRIGHT HANSON GROUP, LLC 2020©February 6, 2020Project Number:Date:9.600S22Sheets: of3DescriptionDateRevisionPrint Name:Signed: License Number:Ryan Mack46673Date:Sherels Residence10091 205th Street WLakeville, MNI hereby certify that this plan, specification or reportwas prepared by me or under my direct supervisionand that I am a duly Licensed Professional Engineerunder the laws of the State of Minnesota.3407 Kilmer Lane NorthSuite 4Plymouth, MN 55441Tel 612-708-3572www.hansongroupmn.comWALL SECTIONFULL HEIGHT FOUNDATION WALL1S2SLAB-ON-GRADE10'-0" MAX.#4 x 2'-0" DOWELS @ 72" O.C.(5" MIN. EMBED)20" WIDE x 8" DEEP MIN.CONCRETE STRIP FOOTINGVERT. BAR OPTIONS:#5 BARS @ 24" O.C. OR#6 BARS @ 36" O.C.10" MIN. C.I.P.CONCRETE WALL6"MIN.SLOPE GRADE AWAYFROM FOUNDATION#4 HORIZ. BARS @ 24" O.C.2"SEE 2/S2 FOR TOP OF WALLCONNECTIONS AT FLOORNON-BEARING WALLMAINTAIN 6"MIN. WIDTHSTEMWALLw/ LEDGE INCREASE AS REQ'DSEE BELOW FORWALL w/ LEDGEMID-CHORD BEARING TRUSSES BYSUPPLIER @ 19.2" O.C. MAX.(DESIGNED TO TRANSFER 950#LATERAL SOIL PRESSURE LOAD ATBEARING INTO TOP CHORD OF TRUSS) WALL SECTION TOP OF WALL PARALLEL TO FRAMINGAT FULL HEIGHT FOUNDATION WALLS2S2TRUSSES BYSUPPLIER2x6 @ 16" O.C. RIM TRUSS(OR 2x4 TRUSS w/ LEDGERTOP & BOTTOM BY SUPPLIER)(2) 2x OR LVL (RIPPED TO FIT ASNESCESSARY) BLOCKING IN FIRSTTRUSS SPACE @ 24" O.C. - TOENAILEACH END FOR STABILITY2 x 4 BLOCKING LAID FLATIN SECOND TRUSS SPACE@ 24" O.C. - TOENAILEACH END FOR STABILITYFOUNDATION WALL SEE1/S2 FOR WALL INFO(6) 0.131 Ø x 3" LONG TOP NAILSTHROUGH BOTTOM CHORD TOSILL EACH SIDE OF BLOCKINGSIMPSON A35 FRAMINGANGLE BOTH SIDES OFTRUSSES w/ (6) 8d x 112" NAILSEACH LEG OF EACH ANGLE2x8 MIN. SILL PLATE w/112" MAX. OVERHANG12"Ø ANCHOR BOLT (7" MIN EMBED)w/ NUT & 18" THICK x 2" Ø ORSQUARE WASHER @ 24" O.C.(PLACE SUCH THAT 234" EDGE DISTANCEIS MAINTAINED TO BOTH OUTSIDE OFCONCRETE & INSIDE OF SILL PLATE)(12) 0.131"Ø x 3" NAILS THRUSHEATHING TO BLOCKING2x8 MIN. SILL PLATE w/112" MAX. OVERHANG12"Ø ANCHOR BOLT (7" MIN EMBED)w/ NUT & 18" THICK x 2" Ø ORSQUARE WASHER @ 24" O.C.(PLACE SUCH THAT 234" EDGE DISTANCEIS MAINTAINED TO BOTH OUTSIDE OFCONCRETE & INSIDE OF SILL PLATE) WALL SECTION 6S2 FROST DEPTHFOUNDATION WALL#4 x 2'-0" DOWELS@ 72" O.C.(5" MIN. EMBED)20" WIDE x 8" DEEPMIN. CONCRETE STRIPFOOTING CENTEREDUNDER WALLSLAB-ON-GRADE6"MIN.#4 HORIZ. BAR ATTOP OF WALL8" MIN. C.I.P.CONCRETE WALLSLOPE GRADE AWAYFROM FOUNDATIONTHICKEN WALL AS REQ'D FOR LEDGEON OPPOSITE SIDE OF WALLMAINTAIN 6" MIN. STEM WALL(NOT TO EXCEED 24" HEIGHT)2" WIDE LEDGE12"Ø x 10" LONG ANCHORBOLTS (7" MIN. EMBED)@ 72" O.C. MAX. OREQUIVALENT METALSTRAP ANCHORSFRAME WALL ABOVE3'-6" MAX.6"MIN.SLOPE GRADE AWAYFROM FOUNDATION20" MIN. WIDE x 8" MIN.THICK CONCRETE FOOTINGCENTERED UNDER WALLSLAB-ON-GRADE#4 HORIZ. BAR@ TOP OF WALL8" MIN. C.I.P.CONCRETE WALL#4 x 2'-0" DOWELS (5" MIN.EMBED) CENTERED IN WALL@ 24" O.C. DOWELS MUSTBE WET SET OR DRILLEDAND EPOXY GROUTED12"Ø x 10" LONG ANCHORBOLTS (7" MIN. EMBED)@ 72" O.C. MAX. WALL SECTION 3S2LOOKOUT FOUNDATION WALL2x8 MIN. TREATED SILLPLATE w/ 112" MAX.OVERHANG5S2SLAB-ON-GRADEFRAME WALL ABOVE#4 x 2'-0" DOWELS@ 72" O.C.(5" MIN. EMBED)20" WIDE x 8" DEEP MIN.CONCRETE STRIP FOOTINGCENTERED UNDER WALL12" MIN. C.I.P.CONCRETE WALLBELOW LEDGES WALL SECTION WALKOUT FOUNDATIONWALL w/ LOW GRADE4" WIDE LEDGE(SEE HOUSE PLANSFOR INSULATION)#4 HORIZ. BAR ATTOP OF WALL12"Ø x 10" LONG ANCHORBOLTS (7" MIN. EMBED)@ 72" O.C. MAX. OREQUIVALENT METALSTRAP ANCHORSMAINTAIN 6" MIN.STEM WALL2" WIDE LEDGE4S2SLAB-ON-GRADEFRAME WALL ABOVE#4 x 2'-0" DOWELS@ 72" O.C.(5" MIN. EMBED)20" WIDE x 8" DEEP MIN.CONCRETE STRIP FOOTINGCENTERED UNDER WALL12" MIN. C.I.P.CONCRETE WALL(10" AT SIM.) WALL SECTION WALKOUTFOUNDATION WALL4" WIDE LEDGE(SEE HOUSE PLANSFOR INSULATION)#4 HORIZ. BAR ATTOP OF WALL12"Ø x 10" LONG ANCHORBOLTS (7" MIN. EMBED)@ 72" O.C. MAX. OREQUIVALENT METALSTRAP ANCHORSMAINTAIN 6" MIN.STEM WALL2" WIDE LEDGE(NO LEDGE AT SIM.)2'-6" MAX.#4 VERT. BARS @ 36" O.C.7S2#4 x 2'-0" DOWELS@ 72" O.C.(5" MIN. EMBED)20" WIDE x 8" DEEP MIN.CONCRETE STRIP FOOTINGCENTERED UNDER WALL10" MIN. C.I.P.CONCRETE WALLBELOW LEDGE WALL SECTION PATIO FOUNDATIONWALL w/ LOW GRADE#4 HORIZ. BARS@ 24" O.C.ABOVE GRADE2" WIDE LEDGE2'-6" MAX.#4 VERT. BARS @ 36" O.C.2"-4" WIDE LEDGESEE 2/S2 FOR TOP OF WALLCONNECTIONS AT FLOORNON-BEARING WALL18'-0"± 15'-0" MIN.14" MIN. C.I.P.CONCRETE WALL10" OR 12" C.I.P.CONCRETEBUTTRESS WALL#5 OR #6 BARS@ 24" O.C.EACH WAYWALL ABOVE BUTTRESS MAY BEUNREINFORCED CONCRETE w/SLAB/STONE LEDGES AS REQ'D6'-6" WIDE x 12" THICKCONCRETE FOOTING3"2"(2) #5 OR (2) #6 x 5'-0"HOOKS @ 24" O.C.(ONE HOOK EACHDIRECTION)2'-0"3'-0"#4 LONGITUDINALBARS @ 24" O.C.TRANSVERSE BAR OPTIONS:#5 BARS @ 12" O.C. OR#6 BARS @ 18" O.C.PROVIDE ADDITIONALSET OF (2) HOOKS # (1)VERT. BAR AT END OFBUTTRESS WALL(2) #5 OR (2) #6 x 5'-0"HOOKS @ 24" O.C.2'-0"3'-0"14" MIN. C.I.P. CONCRETE WALL(SEE 9/S2 FOR REINF. & TOPOF WALL CONNCECTIONS)(3) #4 LONGITUDINAL BARSAT TOP OF FOOTING#4 HORIZ. BARS@ 24" O.C.8" C.I.P. CONCRETE WALL#4 BARS @ END &BEND OF HOOKTRANSVERSE BARSOPTIONS:#5 @ 24" O.C. OR#6 @ 36" O.C.10" THICK C.I.P.CONCRETE FOOTING1'-6"3'-6" WALL SECTION 11S22" TO BARS & HOOKS RETAINING WALL TYPE SPORTCOURT FOUNDATION WALL1'-5"3'-6"2" 3" 8'-4" MAX.SLAB-ON-GRADEVERTICAL BAR OPTIONS:#5 BARS @ 24" O.C.OR #6 BARS @ 36" O.C.5'-0" HOOK OPTIONS:#5 HOOKS @ 12" O.C. OR#6 HOOKS @ 18" O.C.SLAB-ON-GRADE2'-6"3'-6"6'-0" HOOK OPTIONS:#5 HOOKS @ 12" O.C. OR#6 HOOKS @ 18" O.C.2"UPPER LEVEL TOPOF SUBFLOORMAIN LEVELCEILING2'-03 4"WIDTH OF FOYER/STAIR AREASEE PLAN FORBEAM SIZESEE PLAN FORBEAM SIZEPROVIDE (2) 2x6 LSLCONTINUOUS PLATES(NO SPLICES)PROVIDE (2) 2x6 LSLCONTINUOUS PLATES(NO SPLICES)FASTEN LSLPLATE TO BEAMw/ SIMPSON A35FRAMING ANGLEAT EACH ENDFASTEN LSL PLATE TOBLOCKING IN FLOOR w/SIMPSON A35 FRAMINGANGLE AT EACH ENDFASTEN FLOOR SHEATHINGTO LSL PLATES w/ (4) 16dNAILS AT EACH ENDSTANDARD UPPER LEVEL WALLFRAMING ABOVE NOT SHOWNSTANDARD MAIN LEVEL WALLFRAMING BELOW NOT SHOWNS2FRAMING DETAIL PORCH END WALL15NOTEINFO APPLIES SYMMETRICALLY ACROSSDETAIL UNLESS NOTED/SHOWN OTHERWISE.SIMPSON ABU66 POST BASE w/58"Ø x 8" SIMPSON TITEN HDSCREW-IN ANCHOR6x6 POSTCROSS HATCH AREAS INDICATES 716" ORTHICKER PLYWOOD OR OSB SHEATHINGAPPLIED TO EXTERIOR SIDES OF POSTS & 34"OR THICKER PLYWOOD OR OSB SHEATHINGAPPLIED TO INTERIOR SIDES OF POSTS(NAIL SHEATHING AROUND PERIMETER w/(2) ROWS 8d NAILS @ 3" O.C. STAGGERED)1'-0"±LENGTH OF CONTINUOUS HEADER1'-0"±FASTEN TOP PLATE TOHEADER w/ (2) ROWS 16dSINKER NAILS @ 3" O.C.(1) 2x6 BEARING STUD &(1) 2x6 FULL HEIGHT STUDEACH END OF HEADER(2) 2x6 BEARING STUDS MIN.FASTEN KING STUD TOHEADER w/ (2) ROWS 16dSINKER NAILS @ 3" O.C.LARGER HATCHED AREA INDICATES 716" ORTHICKER PLYWOOD OR OSB SHEATHINGAPPLIED TO EXTERIOR SIDE OF STUDSw/ STANDARD 6"/12" NAILING PATTERNNAIL SHEATHING TO HEADER w/ 8dNAILS @ 3" O.C. EA. WAY TYP.SMALL HATCH AREA INDICATES 716" ORTHICKER PLYWOOD OR OSB SHEATHINGAPPLIED TO EXTERIOR SIDE OF STUDS(NAIL SHEATHING AROUND PERIMETER w/(2) ROWS 8d NAILS @ 3" O.C. STAGGERED& TO PLATES / BLOCKING @ 3" O.C.)SIMPSON LSTA24 STRAP ON INSIDE FACEOF WALL (PROVIDE SPACER TO FLUSHOUT HEADER TO WALL STUD THICKNESS)LOCATE PANEL JOINT WITHIN 2'-0"FROM CENTER OF WALL HEIGHT ASREQ'D (2x SOLID BLOCKINGREQUIRED AT SHEATHING JOINT)SEE PLAN FORCONTINUOUS HEADER1'-0"±1'-0"±8'-0" SINGLE SHEET TYP.CONTINUOUSFLUSH BEAMSEE PLANFASTEN BOTTOM PLATE TOBEAM w/ (3) 5" LONG SIMPSONSDWS TIMBER SCREWS716" OR THICKER PLYWOOD OROSB SHEATHING APPLIED TOEXTERIOR SIDES OF POSTSFLUSH BEAMPROVIDE LAYER/S OFPLYWOOD/OSB TO FLUSHOUT BEAM w/ POST34" OR THICKER PLYWOOD OROSB SHEATHING APPLIED TOINTERIOR SIDES OF POSTS(INSTALL PRIOR TOJOISTS/BEAMS)FASTEN STUDS TO BEAM w/SIMPSON MSTC28 STRAPBEAR NEIGHBORING BEAM 3"NAIL SHEATHING TO BEAM w/ 8dNAILS @ 3" O.C. EA. WAY TYP.S2FRAMING DETAILGARAGE FRONT PORTAL FRAME13NOTEINFO APPLIES SYMMETRICALLY ACROSS DETAIL.18'-3"±9'-10"±FASTEN TOP PLATE TO HEADER w/ (2)ROWS 16d SINKER NAILS @ 3" O.C.(1) 2x6 BEARING STUD & (1) 2x6 FULLHEIGHT STUD EACH END OF HEADERLOCATE PANEL JOINT WITHIN 2'-0" FROMCENTER OF WALL HEIGHT AS REQ'D (2x SOLIDBLOCKING REQUIRED AT SHEATHING JOINT)6x6 POST (SEE 14/S2 FORSTRUCTURAL BRACE ATTACHMENT)PROVIDE 2x6 INFILL WALLABOVE HEADER AS REQ'DSIMPSON STHD14 EMBEDDED HOLDOWNANCHOR AT LOCATIONS SHOWN(REFER TO 7/S3 FOR ALTERNATIVE OPTION)FOUNDATION WALL BELOWLENGTH OF CONTINUOUS HEADER58" Ø ANCHOR BOLT (7" MIN. EMBED)w/ 2" x 2" x 316" PLATE WASHERNAIL SHEATHING TO HEADER w/ 8dNAILS @ 3" O.C. EA. WAY TYP.SMALL HATCH AREA INDICATES 716" ORTHICKER PLYWOOD OR OSB SHEATHINGAPPLIED TO EXTERIOR SIDE OF STUDS(NAIL SHEATHING AROUND PERIMETER w/ (2)ROWS 8d NAILS @ 3" O.C. STAGGERED & TOPLATES / BLOCKING @ 3" O.C.)SIMPSON MSTC40 STRAP ON INSIDE FACEOF WALL (PROVIDE SPACER TO FLUSHOUT HEADER TO WALL STUD THICKNESS)FASTEN KING STUD TO HEADER w/(2) ROWS 16d SINKER NAILS @ 3" O.C.LARGE HATCH AREA INDICATES 716" OR THICKERPLYWOOD OR OSB SHEATHING APPLIED TO EXTERIORSIDE OF STUDS w/ STANDARD 6"/12" NAILING1'-1012"±SEE PLAN FOR CONTINUOUS HEADER1'-1012"±FASTEN FRAMING ABOVE w/ (3) 8dTOENAILS & SIMPSON H2.5 CLIPSTRUCTURAL BRACE BYSUPPLIER APPROX.SIZED AS SHOWN(3) 2x10 END BEAMDOUBLE 2x10 JOISTSATOP BRACEFASTEN EACH JOIST ATOP BRACETO END BEAM w/ SIMPSON ML26ZANGLE (USE 14" x 412" SIMPSON SDSSCREWS TO FASTEN TO END BEAM)6x6 POSTGIRDERTRUSS BYSUPPLIER6x6 BETWEEN TRUSSESFASTEN POST TOWARDS BOTTOMOF BRACE w/ (3) 10" LONGSIMPSON SDWS TIMBER SCREWSFASTEN HEADER TOWARDS TOPOF BRACE w/ (3) 10" LONGSIMPSON SDWS TIMBER SCREWSSIMPSON DTT1Z TENSION TIE FASTED TODOUBLE JOISTS w/ 10" LONG SIMPSON SDWSTIMBER SCREW INSTALLED INTO 6x6FASTEN 6x6 TO GIRDER TRUSS w/SIMPSON ML23Z ANGLE EACH SIDES2FRAMING DETAILSTRUCTURAL BRACE &COLUMN IN WALL14SIMPSON A35 FRAMING ANGLEFASTENED TO TOP & BOTTOM OF POSTS2FRAMING DETAILFOYER/STAIR WALL FRAMING12FIREPLACE BUMP OUT16S2FRAMING DETAILSIMPSON MSTC28STRAP AT CORNERS(SHOWN ABOVE)TWO LAYERS OF 34" PLYWOODAT UNSUPPORTED SIDE OFBUMP OUT AS HATCHED -OFFSET PLYWOOD SPLICE BYMIN. 2' - BLOCK AT EDGES2x12 JOISTS @ 16" O.C.w/ (4) 0.148" x 3"TOENAILS EACH END(2) 2x12 RIM2x12 JOISTSGLULAM BEAM - SEE PLAN(8) 516"Ø x 4" LONG GRK RSSSCREWS THROUGH PLYWOODINTO END GRAIN OF BEAM2x12 LEDGER w/ (2) 516"Ø x 4" LONGGRK RSS SCREWS @ 16" O.C. OREQUIVALENT (NOT SHOWN)DECKING BYSUPPLIER34" TREATEDPLYWOOD ATFIREPLACEASIMPSON A35 FRAMINGANGLE TOP ANDBOTTOM OF OUTER 2x6TWO LAYERS OF 34" PLYWOOD AT EACHSIDE OF BUMP OUT AS HATCHED -OFFSET PLYWOOD SPLICE BY TWOFEET - FASTEN AROUND PERIMETER w/(2) STAGGERED ROWS OF NAILS, EACHAT 6" O.C. AND SUBFLOOR ADHESIVE2x6 STUD EACH SIDEOF INSET PLYWOODSIMPSON MSTC28STRAP AT CORNERSA - WALL PLANBEARING STUD AND KINGSTUD FOR HEADER OVERFIREPLACE OPENINGSIMPSON A35 FRAMINGANGLE TOP ANDBOTTOM OF OUTER 2x6CONSTRUCT THIS SIDESAME AS NOTED ATOPPOSITE SIDEFASTEN NEAREST TRUSS BYSUPPLIER TO TOP PLATES w/SIMPSON A35 FRAMING ANGLE1'-6" (3) 2x12 UNDER HEARTHFASTEN FRAMING ABOVEw/ 8d TOENAILS @ 6" O.C.2x6 @ 16" O.C. INFILLFRAMING BETWEEN PLATESNOTUSEDNOTUSED2-26-20Plan Changes2-26-201 BLOCK THROUGH FLOORSYSTEM BELOW STUDS AS REQ'D12"Ø THREADED ROD w/ NUT &WASHER AT HOLDOWN ENDSIMPSON HTT5 HOLDOWN ANCHORNAILED TO DOUBLE STUDS12"Ø SIMPSON TITEN HD RODCOUPLER w/ 8" EMBED INTOCONCRETE (MAY OMIT &EPOXY THREADED ROD 8"DIRECTLY INTO CONCRETE)PERFORATED SHEARWALL3S3FRAMING DETAILNOTEINFO APPLIES SYMMETRICALLY ACROSS DETAIL.PROVIDE DOUBLE STUDS ATEACH END OF SHEARWALL(MAY USE BEARING/KINGSTUDS AS REQ'D)HATCHED AREA INDICATES 716" ORTHICKER PLYWOOD/OSB EXTERIORSHEATHING FASTENED TO STUDS w/8d NAILS @ 4" O.C. AT PANEL EDGES& @ 12" O.C. AT INTERIOR SUPPORTSTYPICAL 2x6 STUDS @ 16" O.C.FASTEN FRAMING ABOVEw/ 8d TOENAILS @ 6" O.C.(1) 2x6 BEARING STUD & (3) 2x6FULL HEIGHT KING STUDSFASTEN BOTTOM PLATEw/ (3) 16d NAILS EVERY 16"PROVIDE 2x6 BLOCKING ATINTERVALS NOT GREATERTHAN 10-FT APART ALONGHEIGHT OF WALL TYP.PROVIDE TOP OF WALL LATERALBRACE AS SHOWN IN 8/S3 OR 9/S3AS APPLICABLE ABOVE KING STUDSFASTEN BOTTOM PLATE TO BLOCKINGIN FLOOR w/ (3) GROUPS OF (2) 5" LONGSIMPSON SDWS TIMBER SCREWSNAIL SHEATHING TO FLUSH BEAMw/ 8d NAILS @ 3" O.C. EA. WAY TYP.SMALL HATCH AREA INDICATES 716" ORTHICKER PLYWOOD OR OSB SHEATHINGAPPLIED TO EXTERIOR SIDE OF STUDS(NAIL SHEATHING AROUND PERIMETER w/(2) ROWS 8d NAILS @ 3" O.C. STAGGERED& TO PLATES / BLOCKING @ 3" O.C.)LOCATE PANEL JOINT WITHIN 2'-0"FROM CENTER OF WALL HEIGHT ASREQ'D (2x SOLID BLOCKINGREQUIRED AT SHEATHING JOINT)SEE PLAN FORFLUSH BEAMFASTEN TOP PLATES TO FLUSH BEAMw/ (3) GROUPS OF (2) 5" LONGSIMPSON SDWS TIMBER SCREWS5S3FRAMING DETAILINTERIOR SHEARWALL4S3FRAMING DETAILRIGID SHEAR PANELNOTEINFO APPLIES SYMMETRICALLY ACROSSDETAIL UNLESS NOTED/SHOWN OTHERWISE.FASTEN TOP PLATE TOHEADER w/ (2) ROWS 16dSINKER NAILS @ 3" O.C.(1) 2x6 BEARING STUD &(1) 2x6 FULL HEIGHT STUDAT END OF HEADER(3) 2x6 BEARING STUDSFASTEN KING STUD TOHEADER w/ (2) ROWS 16dSINKER NAILS @ 3" O.C.LARGER HATCHED AREA INDICATES 716" ORTHICKER PLYWOOD OR OSB SHEATHINGAPPLIED TO EXTERIOR SIDE OF STUDSw/ STANDARD 6"/12" NAILING PATTERNLENGTH OF CONTINUOUS HEADERFASTEN FRAMING ABOVEw/ 8d TOENAILS @ 6" O.C.NAIL SHEATHING TO HEADER w/ 8dNAILS @ 3" O.C. EA. WAY TYP.SMALL HATCH AREA INDICATES 716" ORTHICKER PLYWOOD OR OSB SHEATHINGAPPLIED TO EXTERIOR SIDE OF STUDS(NAIL SHEATHING AROUND PERIMETER w/(2) ROWS 8d NAILS @ 3" O.C. STAGGERED& TO PLATES / BLOCKING @ 3" O.C.)SIMPSON LSTA30 STRAP ON INSIDE FACEOF WALL (PROVIDE SPACER TO FLUSHOUT HEADER TO WALL STUD THICKNESS)LOCATE PANEL JOINT WITHIN 2'-0"FROM CENTER OF WALL HEIGHT ASREQ'D (2x SOLID BLOCKINGREQUIRED AT SHEATHING JOINT)SEE PLAN FORCONTINUOUS HEADERFASTEN BOTTOM PLATE TO BLOCKINGIN FLOOR w/ (3) GROUPS OF (2) 5" LONGSIMPSON SDWS TIMBER SCREWSFASTEN END STUDS TONEIGHBORING PSL COLUMNw/ (6) 5" LONG SIMPSONSDWS TIMBER SCREWS(3) 2x6 BEARING STUDS(1) 2x6 BEARING STUD &(2) 2x6 FULL HEIGHTSTUDS AT END OF HEADER(3) 2x6 BEARINGSTUDS FORNEIGHBORINGHEADERSIMPSON MSTC52STRAP FASTENED TOCONTINUOUS HEADERBELOW (PROVIDE 2xBLOCKING IN FLOORSPACE AS REQ'D)NAIL SHEATHING TO HEADER w/ 8dNAILS @ 3" O.C. EA. WAY TYP.SMALL HATCH AREA INDICATES 716" ORTHICKER PLYWOOD OR OSB SHEATHINGAPPLIED TO EXTERIOR SIDE OF STUDS(NAIL SHEATHING AROUND PERIMETER w/(2) ROWS 8d NAILS @ 3" O.C. STAGGERED& TO PLATES / BLOCKING @ 3" O.C.)SIMPSON LSTA24 STRAP ON INSIDE FACEOF WALL (PROVIDE SPACER TO FLUSHOUT HEADER TO WALL STUD THICKNESS)FASTEN TOP PLATE TOHEADER w/ (2) ROWS 16dSINKER NAILS @ 3" O.C.(1) 2x6 BEARING STUD &(1) 2x6 FULL HEIGHT STUDEACH END OF HEADERLOCATE PANEL JOINT WITHIN 2'-0"FROM CENTER OF WALL HEIGHT ASREQ'D (2x SOLID BLOCKINGREQUIRED AT SHEATHING JOINT)(2) 2x6 BEARING STUDS MIN.LENGTH OF CONTINUOUS HEADERFASTEN KING STUD TOHEADER w/ (2) ROWS 16dSINKER NAILS @ 3" O.C.LARGER HATCHED AREA INDICATES 716" ORTHICKER PLYWOOD OR OSB SHEATHINGAPPLIED TO EXTERIOR SIDE OF STUDSw/ STANDARD 6"/12" NAILING PATTERNFASTEN BOTTOM PLATEw/ (3) 16d NAILS EVERY 16"6S3FRAMING DETAILRIGID SHEAR PANEL10"±2'-1"±NOTEINFO APPLIES SYMMETRICALLY ACROSSDETAIL UNLESS NOTED/SHOWN OTHERWISE.4'-0"±1'-10"±2'-012"±SEE PLAN FORCONTINUOUS HEADERFASTEN FRAMING ABOVEw/ 8d TOENAILS @ 6" O.C.BLOCK THROUGH FLOORSYSTEM BELOW STUDS AS REQ'D12"Ø THREADED ROD w/ NUT &WASHER AT HOLDOWN ENDSIMPSON HTT5 HOLDOWN ANCHORNAILED TO DOUBLE STUDS12"Ø SIMPSON TITEN HD RODCOUPLER w/ 8" EMBED INTOCONCRETE (MAY OMIT &EPOXY THREADED ROD 8"DIRECTLY INTO CONCRETE)CONTINUOUS 514" x 512"GLULAM HEADER(OR 514" x 514" PSL HEADER)GREAT ROOM TALL WALLS2S3FRAMING DETAILNOTEINFO APPLIES SYMMETRICALLY ACROSS DETAIL.FASTEN HEADER TO STUDS w/SIMPSON A35 FRAMING ANGLE(2) 2x6 BEARING STUDS(2) 2x6 STUDS(1) 2x6 BEARING STUD & (4) 2x6LSL FULL HEIGHT KING STUDSFASTEN STUDS TOGETHER w/ (2)8" LONG SIMPSON SDWS TIMBERSCREWS BELOW FRAMING ANGLEFASTEN STUDS TOGETHER w/ (2)8" LONG SIMPSON SDWS TIMBERSCREWS ABOVE FRAMING ANGLEPROVIDE 2x6 BLOCKING ATINTERVALS NOT GREATERTHAN 10-FT APART ALONGHEIGHT OF WALLALL WALL FRAMING OTHERTHAN SPECIFIED LSLs MAY BESPF 2x6 STUDS @ 16" O.C. TYP.2x6 LSL @ 16" O.C.TALL WALL FRAMINGFASTEN HEADERSTO STUDS w/SIMPSON LTP4FRAMING PLATESPROVIDE TOP OF WALL LATERALBRACE AS SHOWN IN 8/S3 OR 9/S3 ASAPPLICABLE ABOVE STUD GROUPSDavid Charlez Designs18476 Kenrick AvenueSuite #202Lakeville, MN 55044COPYRIGHT HANSON GROUP, LLC 2020©February 6, 2020Project Number:Date:9.600S33Sheets: of3DescriptionDateRevisionPrint Name:Signed: License Number:Ryan Mack46673Date:Sherels Residence10091 205th Street WLakeville, MNI hereby certify that this plan, specification or reportwas prepared by me or under my direct supervisionand that I am a duly Licensed Professional Engineerunder the laws of the State of Minnesota.3407 Kilmer Lane NorthSuite 4Plymouth, MN 55441Tel 612-708-3572www.hansongroupmn.comCONCRETEFOUNDATIONBELOWSIMPSON HTT5HOLDOWN ANCHOR ATLOCATIONS SHOWN w/12"Ø x 12" LONGSIMPSON TITEN HDSCREW-IN ANCHORPOST-INSTALLED HOLDOWN OPTION7S3FRAMING DETAILS3FRAMING DETAILLATERAL BRACING KICKERSAT GABLE ENDSUSE w/ TRUSS DEPTHGREATER THAN 24"9SIMPSON A35 FRAMING ANGLEONE SIDE OF BLOCKINGROOF TRUSSES BYSUPPLIER @ 24" O.C. MAX.NAIL SHEATHING TO BLOCKING/TRUSSESw/ (6) ADDITIONAL 0.131 Ø x 3" LONG NAILSPROVIDE 2x4 MIN BLOCKINGTOP & BOTTOM OF TRUSSESINSTALL w/ TOE NAILS EACHEND FOR STABILITY3/4" PLYWOOD/OSB ONE SIDE OFBLOCKING w/ (6) 0.131 Ø x 3" LONG NAILSTOP & BOTTOM OR 1/2" PLYWOOD/OSBEACH SIDE OF BLOCKING EACH w/ (6)0.131 Ø x 3" LONG NAILS TOP & BOTTOMS3FRAMING DETAILLATERAL BRACING BLOCKINGAT GABLE ENDSUSE w/ TRUSS DEPTH UP TO 24"8(2) 2x6 BRACING FASTENED TOGETHER w/(2) ROWS OF NAILS @ 6" O.C. STAGGEREDFROM BOTH SIDES - ADD THIRD PLY ANDUSE LSL/LVL MATERIAL WHERE KICKERSEXCEED 16 FT(2) 2x4 BLOCKING IN (1) TRUSS SPACE -TOENAIL EACH END - ADD THIRD PLYWHERE KICKERS EXCEED 16 FTROOF SHEATHING(12) 0.131"NAILSSIMPSON TS18 TWIST STRAPEACH SIDE OF BRACINGSIMPSON A35 CLIP EACHSIDE OF GABLE BRACING20° - 40°ROOF TRUSSES BYMANUFACTURER @ 24"O.C. MAX.(2) 2 x 6 TOP PLATES2x6 STRONGBACK WHEREKICKERS EXCEED12'-0"LENGTH OF CONTINUOUS HEADER3'-0"±(3) 912" LVLCONTINUOUSHEADERPERFORATED SHEARWALLABOVE RIGID SHEAR PANEL1S3FRAMING DETAILNOTEINFO APPLIES SYMMETRICALLY ACROSS DETAIL.3'-0"±NAIL SHEATHING TO HEADER w/ 8dNAILS @ 3" O.C. EA. WAY TYP.SMALL HATCH AREA INDICATES 716" ORTHICKER PLYWOOD OR OSB SHEATHINGAPPLIED TO EXTERIOR SIDE OF STUDS(NAIL SHEATHING AROUND PERIMETER w/(2) ROWS 8d NAILS @ 3" O.C. STAGGERED& TO PLATES / BLOCKING @ 3" O.C.)SIMPSON LSTA24 STRAP ON INSIDE FACEOF WALL (PROVIDE SPACER TO FLUSH OUTHEADER TO WALL STUD THICKNESS)FASTEN TOP PLATE TOHEADER w/ (2) ROWS 16dSINKER NAILS @ 3" O.C.(1) 2x6 BEARING STUD &(1) 2x6 FULL HEIGHT STUDEACH END OF HEADERLOCATE PANEL JOINT WITHIN 2'-0"FROM CENTER OF WALL HEIGHT ASREQ'D (2x SOLID BLOCKINGREQUIRED AT SHEATHING JOINT)(2) 2x6 BEARING STUDSFASTEN KING STUD TOHEADER w/ (2) ROWS 16dSINKER NAILS @ 3" O.C.LARGER HATCHED AREA INDICATES 716"OR THICKER PLYWOOD OR OSBSHEATHING APPLIED TO EXTERIOR SIDEw/ STANDARD 6"/12" NAILING PATTERNSIMPSON MSTC52 STRAPSCENTERED ON FLOOR SYSTEMAT LOCATIONS SHOWN(PROVIDE 2x BLOCKING INFLOOR SPACE AS REQ'D)PROVIDE DOUBLE STUDS ATEACH END OF SHEARWALL(MAY USE BEARING/KINGSTUDS AS REQ'D)CROSS-HATCHED AREA INDICATES716" OR THICKER PLYWOOD/OSBEXTERIOR SHEATHING FASTENED TOSTUDS w/ 8d NAILS @ 4" O.C. ATPANEL EDGES & @ 12" O.C. ATINTERIOR SUPPORTSTYPICAL 2x6 STUDS @ 16" O.C.FASTEN FRAMING ABOVEw/ 8d TOENAILS @ 6" O.C.(1) 2x6 BEARING STUD & (2) 2x6FULL HEIGHT KING STUDSFASTEN BOTTOM PLATEw/ (3) 16d NAILS EVERY 16"PROVIDE 2x6 BLOCKING ATINTERVALS NOT GREATERTHAN 10-FT APART ALONGHEIGHT OF WALL TYP.PROVIDE TOP OF WALL LATERALBRACE AS SHOWN IN 8/S3 OR 9/S3AS APPLICABLE ABOVE KINGSTUDS & NEAR PEAK(2) 2x6 BEARING STUDSPROVIDE STRUCTURALLYSPANNING END TRUSSABOVE BY SUPPLIERSIMPSON STHD14 EMBEDDED HOLDOWNANCHOR AT LOCATIONS SHOWN(REFER TO 7/S3 FOR ALTERNATIVE OPTION)12" Ø ANCHOR BOLT (7" MIN. EMBED)w/ 2" x 2" x 316" PLATE WASHERFASTEN FRAMING ABOVEw/ 8d TOENAILS @ 6" O.C.2-26-20Plan Changes2-26-201 H.F.2X12 JOISTSFIREPLACEledgerledgerLEDGER BOTTOMAT 11-4-7BOTTOM AT 15-9-4BARREL VAULTTRUSSES DROPPED 0-5-8TO ALLOW 2X6 TO BE ATTACHEDTO NEXT TRUSS TO SUPPORT OVERHANGHEIGHT ARE TAKEN FROM MAIN FLOOR SUB-FLOORMAIN FLOOR WALL HEIGHT 10-1-2CURVED GLULAM2X4 SILL PLATE ON TOP OF L1 GIRDERCFLAT TOP TRUSSESDROPPED 0-1-8 FOR 2X4 PRULINSHELD BACK FOR RC1HANGER KEYDo not use 1.5" long hanger nails unless specified.Use the proper nails identified with the hangerspecifications in the truss information packet.THA29 qty = 23HUS26 qty = 3HHUS46 qty = 4LUS26Z qty = 8111111111Hatch Legend21-3-011-1-214-0-01-5-6 DOWN FROM FIRST FLOOR13-6-0PG01PG02PG02PG01PG03PG03B2DB3FE2FB2DHGJCC1B1BC1A2BC1D1DC1A11A10A9A8DJ1DJ2AC2AJ2AJ2EE1E2KK5F1FL1P1PE1MPC1R8R3P4P3P2PC2R1R2RC1R5R4RC1S2PJ1PJ2PJ1PJ2SC1SJ1SJ2SJ1SJ2SE1TT1SS3S4R10S5K2PJ4PJ5V1V2V4V3K3A3A4A5AC1AC1A1AJ1(2)CV1CV2CV3CV4SVGSV1SV2SV3SV4SV5SV6SV7SV8SV9SVG1SV10KV2KV1E3(6)F2(2)G1(6)SJ3(5)K4(2)KV2(4)KV1(3)H1(5)H2(2)J1(6)AJ1(2)A6(12)A7(4)BJ1(5)D2(3)AJ3(4)K1(2)K6(2)M1(3)R6(2)R7(2)PJ3(9)S1(2)S6(2)R9(4)13-7-02-1-81-10-01-11-43-11-43-11-42-0-0 2-1-41-10-121-11-45-11-45-11-416-0-1213-0-015-0-018-5-814-0-016-6-035-0-09-6-011-0-01-11-49-6-02-7-1511-5-41-11-42-0-0 2-0-0 2-0-0 2-0-0 2-0-0 2-0-0 2-0-0 2-0-0 2-0-0 2-0-0 2-0-0 2-0-01-11-42-0-02-0-02-0-02-1-82-0-02-0-01-5-121-7-81-7-121-5-01-6-41-10-82-0-02-0-02-0-02-0-02-0-09-4-82-0-016-0-07-11-47-9-2NOTE:PLAN DIMENSIONS ARE MEASURED FROM FRAMINGTO FRAMINGDIMENSIONS ON THIS LAYOUT ARE FROM OUTSIDE OR CENTEROF 2x FRAMING (TYPICAL)SCALE 1/4" = 1'11920 53rd St. NEAlbertville, MN763-497-3324All dimensions are in feet - inches - sixteenthsformat. Example : 7-11-4 is 7' -11"- 4/16ths.Truss orientation to be verified by the contractorprior to the installation. Any deviations from the trusslayout are the contractors responsibility.All handframing to be supplied by the contractor.See the "TRUSS INFORMATION PACKET"for additional design requirements not shown on the layout.MODELED ROOF AREA = 7265.74SFARROW ON END OF TRUSS INDICATES LEFT ENDON SPEC SHEET (TYPICAL)HEADER LEGENDA= 2x8'SB= 2x10'SC= 2x12'SD= 1 3/4" x 9 1/2" LVLE= 1 3/4" x 11 7/8" LVLF= 1 3/4" x 14" LVLG= 1 3/4" x 16" LVLH= 1 3/4" x 18" LVLI = 1 3/4" x 7 1/4" LVLJ = 1 3/4 X 20" LVLK = 1 3/4" X 22" LVLEXAMPLESA2= (2) 2X8'sA2D= (2) 2x8'sDROPPEDA2F= (2) 2X8'sFLUSHORDER# 1446095SHERELS RF10091 205TH ST WLAKEVILLE, MNORDER# 1446095DATE:SALES: Kurt Petersen LAYOUT DESIGN: OPEN TO BELOWSTAIRSOPEN TO BELOW6" STEP6" STEP6" PLATE TO PLATE12" BOX VAULTWITH BARRELEXTRA TRUSS ADDED TO AVOIDPLUMBING, DO NOT EXCEED 19.2" O.C. SPACINGODD SPACE6" PLATE TO PLATE18" FLOOR TRUSSES24" - TRUSSES@ 19.2" O.C. SPACINGHANGER KEYDo not use 1.5" long hanger nails unless specified.Use the proper nails identified with the hangerspecifications in the truss information packet.THA426 qty = 3HHUS46 qty = 3G3FF3FG3FJ3F PARTIALLY DROP 12"J3F PARTIALLY DROP 12"B2FB2FD2FF3FH3FDD1HH1KK3DDBBGG2CC2FF1AA2(4)AA1(2)JJ3(3)JJ2(4)JJ1(2)BB1(3)CC1(13)MM1(2)KK1(7)KK2(2)LL1(3)GG1(3)11-87-6-019-0-024-0-017-0-01-11-726-5-81-4-31-0-01-2-31-3-31-7-31-7-31-1-111-7-31-7-3NOTE:PLAN DIMENSIONS ARE MEASURED FROM FRAMINGTO FRAMINGDIMENSIONS ON THIS LAYOUT ARE FROM OUTSIDE OR CENTEROF 2x FRAMING (TYPICAL)SCALE 1/4" = 1'A SLIGHT SHIFT OF FLOOR TRUSS MAYBE REQUIRED IN ORDER TO AVOIDPLUMBING. EXTRA TRUSSES MAY BEPROVIDED. LOCATE PLUMBING WALLSAND DRAINS AND RECESSED LIGHTSBEFORE INSTALLING TRUSSES.!!! AVOID TRUSS REPAIRS !!!11920 53rd St. NEAlbertville, MN763-497-3324All dimensions are in feet - inches - sixteenthsformat. Example : 7-11-4 is 7' -11"- 4/16ths.Truss orientation to be verified by the contractorprior to the installation. Any deviations from the trusslayout are the contractors responsibility.All handframing to be supplied by the contractor.See the "TRUSS INFORMATION PACKET"for additional design requirements not shown on the layout.MODELED FLOOR AREA = 1978.35SFARROW ON END OF TRUSS INDICATES LEFT ENDON SPEC SHEET (TYPICAL)HEADER LEGENDA= 2x8'SB= 2x10'SC= 2x12'SD= 1 3/4" x 9 1/2" LVLE= 1 3/4" x 11 7/8" LVLF= 1 3/4" x 14" LVLG= 1 3/4" x 16" LVLH= 1 3/4" x 18" LVLI = 1 3/4" x 7 1/4" LVLJ = 1 3/4 X 20" LVLK = 1 3/4" X 22" LVLEXAMPLESA2= (2) 2X8'sA2D= (2) 2x8'sDROPPEDA2F= (2) 2X8'sFLUSHORDER# 1446090SHERELS FL210091 205TH ST WLAKEVILLE, MNORDER# 1446090DATE:SALES: Kurt Petersen LAYOUT DESIGN: FIREPLACEFIREPLACESTAIRSTRUSSES DROPPED0-1-8 FOR IN-FLOOR HEATEXTRA TRUSS ADDEDTO AVOID PLUMBING.DO NOT EXCEED19.2" O.C. SPACINGFIREPLACE1-0-024"FLOOR TRUSSFLOOR TRUSS HELD BACK FOR 2X_ RIMFDN WALLSILL PLATE2" FOAM24" - TRUSSES@ 19.2" O.C. SPACING2X8 SILL12X8 SILL12X8 SILL12x8 SILL11W STEEL BEAM FLUSHW STEEL BEAM FLUSHW STEEL BEAM FLUSHE2FJ2FE2FE2FB2FD2FB2F D2FAJHH1D1D2D4D5F1L2BP1P2PA1(6)A2(3)B1(10)C1(5)D3(2)E1(3)G1(7)L1(9)M1(12)J1(4)J2(9)K1(2)K2(3)2-0-015-0-025-9-416-9-427-11-011-89-2-41-7-413-0-03-0-02-0-02-0-8NOTE:PLAN DIMENSIONS ARE MEASURED FROM FRAMINGTO FRAMINGDIMENSIONS ON THIS LAYOUT ARE FROM OUTSIDE OR CENTEROF 2x FRAMING (TYPICAL)SCALE 1/4" = 1'A SLIGHT SHIFT OF FLOOR TRUSS MAYBE REQUIRED IN ORDER TO AVOIDPLUMBING. EXTRA TRUSSES MAY BEPROVIDED. LOCATE PLUMBING WALLSAND DRAINS AND RECESSED LIGHTSBEFORE INSTALLING TRUSSES.!!! AVOID TRUSS REPAIRS !!!11920 53rd St. NEAlbertville, MN763-497-3324All dimensions are in feet - inches - sixteenthsformat. Example : 7-11-4 is 7' -11"- 4/16ths.Truss orientation to be verified by the contractorprior to the installation. Any deviations from the trusslayout are the contractors responsibility.All handframing to be supplied by the contractor.See the "TRUSS INFORMATION PACKET"for additional design requirements not shown on the layout.MODELED FLOOR AREA = 2614.5SFARROW ON END OF TRUSS INDICATES LEFT ENDON SPEC SHEET (TYPICAL)ORDER# 1446085SHERELS FL110091 205TH ST WLAKEVILLE, MNORDER# 1446085DATE:SALES: Kurt Petersen LAYOUT DESIGN: Passive (No Fan) Active (With fan and monitoring device ) Location (or future location) of Fan: Other Please Describe Here Not applicable, all ducts located in conditioned space Not required per mech. code Passive Powered Interlocked with exhaust device. Describe: Input in BTUS: Capacity in Gallons: Other, describe: AFUE or HSPF% Cfm's " round duct OR " metal duct Not required per mech. code Passive Low: Other, describe: Low: Location of fan(s), describe: Cfm's " round duct OR " metal duct Per 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 City Mailing Address of the Dwelling or Dwelling Unit Rigid, Extruded PolystyreneHeat Recover Ventilator (HRV) Capacity in cfms: Energy Recover Ventilator (ERV) Capacity in cfms: Combustion Air Select a Type Location of duct or system: Rim Joist (2nd Floor+) Building envelope air tightness: Below Entire Slab Fuel Type Solar Heat Gain Coefficient (SHGC): Windows & Doors Ceiling, vaulted Bay Windows or cantilevered areas Floors over unconditioned area THERMAL ENVELOPE Foam Open Cell Wall Rigid, Isocynurate Perimeter of Slab on Grade RADON CONTROL SYSTEM Total R-Value of all Types of InsulationType: Check All That Apply Mineral FiberboardInsulation Location Foam, Closed Cell Describe other insulated areas Ceiling, flat Non or Not ApplicableFiberglass, BlownFiberglass, Batts Foundation Wall Output in Tons: Appliances Cooling System Location of duct or system: Heating or Cooling Ducts Outside Conditioned Spaces Make-up Air Select a Type Domestic Water Heater Model Heating System Rim Joist (1st Floor) Average U-Factor (excludes skylights and one door ) U: Duct system air tightness: Rating or Size Efficiency Heating Gain Cooling Load 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 Capacity continuous ventilation rate in cfms: Heating Loss Manufacturer Total ventilation (intermittent + continuous) rate in cfms: Balanced Ventilation capacity in cfms: High: High: MECHANICAL VENTILATION SYSTEM Date Cert. Posted R-value MECHANICAL SYSTEMS Builders Associaton of Minnesota version 101014 TOTAL INPUT OF APPLIANCES1, THOUSANDS OF Btu/hr (kW) REQUIRED FREE AREA OF AIR-SUPPLY OPENING OR DUCT, SQUARE INCHES (sq mm) ACCEPTABLE APPROXIMATE ROUND DUCT EQUIVALENT DIAMETER2, INCH (mm) 25 (8)7 (4,500)3 (75) 50 (15)7 (4,500)3 (75) 75(23)11 (7,000)4 (100) 100 (30)14 (9,000)4 (100) 125 (37)18 (12,000)5 (125) 150 (45)22 (14,000)5 (125) 175 (53)25 (16,000)6 (150) 200 (60)29 (19,000)6 (150) 225 (68)32 (21,000)6 (150) 250 (75)36 (23,000)7 (175) 275 (83)40 (26,000)7 (175) 300 (90)43 (28,000)7 (175) 325 (98)47 (30,000)8 (200) 350 (105)50 (32,000)8 (200) 375 (113)54 (35,000)8 (200) 400 (120)58 (37,000)9 (225) 1. For total inputs falling between listed capacities, use next largest listed input. 2. If flexible duct is used, increase the duct diameter by one inch. * *Flexible duct shall be stretched with minimal sags. TABLE 304.1 COMBUSTION AIR REQUIREMENTS FOR GAS-FIRED APPLIANCES WHEN THE COMBINED INPUT IS UP TO AND INCLUDING 400,000 Btu/hr BTU Amount for Non-direct vent appliances_____________________ 1 2 3 4 5 6 2 Conditioned space1 (in sq. ft.) Total/ Continuous Total/ Continuous Total/ Continuous Total/ Continuous Total/ Continuous Total/ Continuous 1000-1500 60/40 75/40 90/45 105/53 120/60 135/68 1501-2000 70/40 85/43 100/50 115/58 130/65 145/73 2001-2500 80/40 95/48 110/55 125/63 140/70 155/78 2501-3000 90/45 105/53 120/60 135/68 150/75 165/83 3001-3500 100/50 115/58 130/65 145/73 160/80 175/88 3501-4000 110/55 125/63 140/70 155/78 170/85 185/93 4001-4500 120/60 135/68 150/75 165/83 180/90 195/98 4501-5000 130-65 145/73 160/80 175/88 190/95 205/103 5001-5500 140/70 155/78 170/85 185/93 200/100 215/108 5501-6000 2 150/75 165/83 180/90 195/98 210/105 225/113 1. Conditioned space includes the basement and conditioned crawl spaces. 2. If conditioned space exceeds 6000 sq. ft. or there are more than 6 bedrooms, use Equation R403.5.2 R403.5.2 Total Ventilation rate. The mechanical ventilation system shall rovide sufficient outdoor air to equal the total ventilation rate average for each 1- hour period in accordance with Table R403.5.2, or Equation 403.5.2, based on the number of bedrooms and square footage of conditioned space, including the basement and conditioned crawl spaces. For the purposes of Table R403.5.2 and Section R403.5.3, the following applies: a. Equation R403.5.2 Total ventilation rate: Total ventilation rate (cfm) = (0.02 x square feet of conditioned space) + (15 x (number of bedrooms +1)) b. Equation R403.5.2.1 Continuous ventilation rate: Continuous ventilation rate (cfm) = Total ventiation rate/2 Amount Total _________________________ Amount Continuous____________________ TABLE R403.5.2 NUMBER OF BEDROOMS VENTILATION REQUIREMENTS ONE OR MULTIPLE POWER VENT OR DIRECT VENT APPLIANCES OR NO COMBUSTION APPLIANCESA ONE OR MULTIPLE FAN- ASSISTED APPLIANCES AND POWER VENT OR DIRECT VENT APPLIANCESB ONE ATMOSPHERICALLY VENTED GAS OR OIL APPLIANE OR ONE SOLID FUEL APPLIANCEC MULTIPLE APPLIANCES THAT ARE ATMOSPHERICALLY VENTED GAS OR OIL APPLIANCES OR SOLID FUEL APPLIANCESD 1. Use the Appropriate Column to Estimate House Infiltration a) pressure factor (cfm/sf) b) conditioned floor area (sf) (including unfinished basements) Estimated House Infiltration (cfm): [1a x 1b] 2. Exhaust Capacity a) clothes dryer b) 80% of largest exhaust rating (cfm): (not applicable if recirculating system or if powered makeup air is electrically interlocked and matched to exhaust) c) 80% of next largest exhaust rating (cfm):not applicable (not applicable if recirculating system or if powered makeup air is electrically interlocked and matched to exhaust) Total Exhaust Capacity (cfm): [2a+2b+2c] 3. Makeup Air Requirement a) Total Exhaust Capacity (from above) b) Estimated House Infiltration (from above) Makeup Air Quality (cfm): [3a - 3b] (if value is negative, no makeup air is needed 4. For Makeup Air Opening Sizing, refer to Table 501.4.2. A. Use this column if there are other than fan-assisted or atmospherically vented gas or oil appliances or if there are no combustion appliances. B. Use this column if there is one fan-assisted appliance per venting system. Other than atmospherically vented appliances may also be included. C. Use this column if there is one atmospherically vented (other than fan-assisted) gas or oil appliance per venting system or one solid fuel appliance. D. Use this column if there are multiple atmospherically vented gas or oil appliances using a common vent or if there are atmospherically vented gas or oil appliances and solid fuel appliances. Table 501.4.1 Procedure to Determine Makeup Air Quantity for Exhaust Appliances in Dwelling Units Choose Which Applies TYPE OF OPENING ONE OR MULTIPLE POWER VENT OR DIRECT VENT APPLIANCES OR NO COMBUSTION APPLIANCESA ONE OR MULTIPLE FAN- ASSISTED APPLIANCES AND POWER VENT OR DIRECT VENT APPLIANCESB ONE ATMOSPHERICALLY VENTED GAS OR OIL APPLIANCE OR ONE SOLID FUEL APPLIANCEC MULTIPLE APPLIANCES THAT ARE ATMOSPHERICALLY VENTED GAS OR OIL APPLIANCES OR SOLID FUEL APPLIANCESD PASSIVE MAKEUP AIR OPENING DUCT DIAMETERE,F,G OR SYSTEM (cfm)(cfm)(cfm)(cfm)(inches) Passive opening 1-36 1-22 1-15 1-9 3 Passive opening 37-66 23-41 16-28 10-17 4 Passive opening 67-109 42-66 29-46 18-28 5 Passive opening 110-163 67-100 47-69 29-42 6 Passive opening 164-232 101-143 70-99 43-61 7 Passive opening 233-317 144-195 100-135 62-83 8 Passive opening with motorized damper 318-419 196-258 136-179 84-110 9 Passive opening with motorized damper 420-539 259-332 180-230 111-142 10 Passive opening with motorized damper 540-679 333-419 231-290 143-179 11 Powered makeup airH >679 >419 >290 >179 Not applicable A. Use this column if there are other than fan-assisted or atmospherically vented gas or oil appliances or if there are no combustion appliances. B. Use this column if there is one fan-assisted appliance per venting system. Other than atmospherically vented appliances may also be included. C. Use this column if there is one atmospherically vented (ther than fan-assisted) gas or oil appliance per venting system or one solid fuel appliance. D. Use this column if there are multiple atmospherically vented gas or oil appliances using a common vent or if there are atmospherically vented gas or oil appliances and solid fuel appliances. E. An equivalent length of 100 feet of round smooth metal duct is assumed. Subtract 40 feet for the exterior hood and ten feet for each 90-degree elbow to determine the remaining length of straight duct allowable. F. If flexible duct is used, increase the duct diameter by one inch. Flexible duct shall be stretched with minimal sags. G. Barometric dampers are prohibited in passive makeup air openings when any atmospherically vented appliance is installed. H. Powered makeup air shall be electrically interlocked with the largest exhaust system. Table 501.4.2 Makeup Air Opening Sizing Table for New and Existing Dwelling Units IFGC Appendix E, Worksheet E-1 Residential Combustion Air Calculation Method (for Furnace, Boiler, and/or Water Heater in the Same Space) Step 1: Complete vented combution appliace information: Furnace/Boiler: Draft Hood Fan Assisted Direct Vent Input: Btu/hr (Not fan Assisted) & Power Vent Water Heater: Draft Hood Fan Assisted Direct Vent Input: Btu/hr ( Not fan Assisted) & Power Vent Step 2: Calculate the volume of the Combustion Appliance Space (CAS) containing combustion appliances. The CAS includes all spaces connected to one another by code compliant openings. CAS volume: ft3 Step 3: Determine air Changes per Hour (ACH)1 Default ACH values have been incorporated into Table E-1 for use with Method 4b (KAIR Method). If the year of construction or ACH is not known, use method 4a (Standard Method). Step 4: Determine Required Volume for Combustion Air. 4a. Standard Method Total Btu/hr input of all combustion appliances (DO NOT COUNT DIRECT VENT APPLIANCES) Input: Btu/hr Use Standard Method column in Table E-1 to find Total Required Volume (TRV) TRV: ft3 If CAS Volume (from Step 2) is greater than TRV then no outdoor openings are needed. If CAS Volume (from Step 2) is less than TRV then go to STEP 5. 4b. Known Air Infiltration Rate (KAIR) Method Total Btu/hr input of all fan-assisted and power vent appliances (DO NOT COUNT DIRECT VENT APPLIANCES) Input: Btu/hr Use Fan-Assisted Appliances column in Table E-1 to find Required Volume Fan Assisted (RVFA) RVFA: ft3 Total Btu/hr input of all non-fan-assisted appliances Input: Btu/hr Use Non-Fan-Assisted Appliances column in Table E-1 to find Required Volume Non-Fan-Assisted (RVNFA) RVNFA: ft3 Total Required Volume (TRV) = RVFA + RVNFA TRV = + = ft3 If CAS Volume (from Step 2) is greater than TRV then no outdoor openings are needed. If CAS Volume (from Step 2) is less than TRV then go to STEP 5. Step 5: Calculate the ratio of available interior volume to the total required volume. Ratio = CAS Volume (from Step 2) divided by TRV (from Step 4a or Step 4b) Ratio = Step 6: Calculate Reduction Factor (RF). RF = 1 minus Ratio RF = - = Step 7: Calculate single outdoor opening as if all combustion air is from outside. Total Btu/hr input of all Combustion Appliances in the same CAS (EXCEPT DIRECT VENT) Input: Btu/hr Combustion Air Opening Area (CAOA): Total Btu/hr divided by 3000 Btu/hr per in2 / Btu/hr per in 2 = in2 Step 8: Calculate Minimum CAOA. Minimum CAOA = CAOA multiplied by RF Minimum CAOA = x = in2 Step 9: Calculate Combustion Air Opening Diameter (CAOD) CAOD = 1.13 multiplied by the square root of Minimum CAOA CAOD = 1.13 x Minimum CAOA = in 1If desired, ACH can be determined using ASHRAE calculation or blower door test. Follow procedures in Section 304. CAOA = IFGC Appendix E, Table E-1 Residential Combustion Air Required Volume (Required Interior Volume Based on Input Rating of Appliances) Known Air Infiltration Rate (KAIR) Method (ft3) Input Rating Standard Method Fan Assisted Non-Fan-Assisted (Btu/hr) (ft3) 19941 to Present Pre 19942 19941 to Present Pre 19942 5,000 250 375 188 525 263 10,000 500 750 375 1,050 525 15,000 750 1,125 563 1,575 788 20,000 1,000 1,500 750 2,100 1,050 25,000 1,250 1,875 938 2,625 1,313 30,000 1,500 2,250 1,125 3,150 1,575 35,000 1,750 2,625 1,313 3,675 1,838 40,000 2,000 3,000 1,500 4,200 2,100 45,000 2,250 3,375 1,688 4,725 2,363 50,000 2,500 3,750 1,875 5,250 2,625 55,000 2,750 4,125 2,063 5,775 2,888 60,000 3,000 4,500 2,250 6,300 3,150 65,000 3,250 4,875 2,438 6,825 3,413 70,000 3,500 5,250 2,625 7,350 3,675 75,000 3,750 5,625 2,813 7,875 3,938 80,000 4,000 6,000 3,000 8,400 4,200 85,000 4,250 6,375 3,188 8,925 4,463 90,000 4,500 6,750 3,375 9,450 4,725 95,000 4,750 7,125 3,563 9,975 4,988 100,000 5,000 7,500 3,750 10,500 5,250 105,000 5,250 7,875 3,938 11,025 5,513 110,000 5,500 8,250 4,125 11,550 5,775 115,000 5,750 8,625 4,313 12,075 6,038 120,000 6,000 9,000 4,500 12,600 6,300 125,000 6,250 9,375 4,688 13,125 6,563 130,000 6,500 9,750 4,875 13,650 6,825 135,000 6,750 10,125 5,063 14,175 7,088 140,000 7,000 10,500 5,250 14,700 7,350 145,000 7,250 10,875 5,438 15,225 7,613 150,000 7,500 11,250 5,625 15,750 7,875 155,000 7,750 11,625 5,813 16,275 8,138 160,000 8,000 12,000 6,000 16,800 8,400 165,000 8,250 12,375 6,188 17,325 8,663 170,000 8,500 12,750 6,375 17,850 8,925 175,000 8,750 13,125 6,563 18,375 9,188 180,000 9,000 13,500 6,750 18,900 9,450 185,000 9,250 13,875 6,938 19,425 9,713 190,000 9,500 14,250 7,125 19,950 9,975 195,000 9,750 14,625 7,313 20,475 10,238 200,000 10,000 15,000 7,500 21,000 10,500 205,000 10,250 15,375 7,688 21,525 10,763 210,000 10,500 15,750 7,875 22,050 11,025 215,000 10,750 16,125 8,063 22,575 11,288 220,000 11,000 16,500 8,250 23,100 11,550 225,000 11,250 16,857 8,438 23,625 11,813 230,000 11,500 17,250 8,625 24,150 12,075 1The 1994 date refers to dwellings constructed under the 1994 Minnesota Energy Code. The default KAIR used in this section of the table is 0.20 ACH. 2This section of the table is to be used for dwellings constructed prior to 1994. The default KAIR used in this section of the table is 0.40 ACH.