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Home My WebLink AboutLA226412-18726 Jarosite Ct-Permit PackJN 07/24/24 RESIDENTIAL BUILDING PERMIT APPLICATION PAGE 2 OFFICE USE ONLY BUILDING PERMIT TYPE REQUIRED INSPECTIONS SINGLE FAMILY DWELLING BUILDING DUPLEX AS BUILT TOWNHOUSE UNITS BUILDING FINAL DETACHED TOWN HOUSE UNIT CONDO REROOF RESIDE RES ADDN/REPAIR/RMDL DECK PORCH GARAGES LOWER LEVEL FINISH ADDITION FOUNDATION ONLY MISCELLANEOUS DEMO APPROVED BY: BUILDING INSPECTOR: Date: PLUMBING/MECHANICAL INSPECTOR: Date: COMMENTS: CITY BUILDING VALUATION: $ BUILDING PERMIT FEES $PERMIT FEE $PLAN CHECK $SURCHARGE $METRO SAC $CITY WATER HOOKUP UNIT $CITY SEWER HOOKUP UNIT $LANDSCAPE ESCROW $TREE ESCROW $MISC ESCROW $PLUMBING $MECHANICAL $SEWER WATER WATER METER PRESSURE REDUCING VALVE $OTHER $TOTAL METER SIZE PRESSURE REDUCING VALVE SEWER/WATER SEWER/WATER FINAL STREET DRAINTILE BUILDING INFORMATION TYPE OF CONSTRUCTION ZONING CODE EDITION FIRE SUPPRESSION SYSTEM OCCUPANCY GROUP MECHANICAL AIR TEST FINAL ROUGH-IN PLUMBING FINAL ROUGH-IN INSULATION LATH DECK FOOTING FIREPLACE FOOTING FOUNDATION FRAMING PORCH FRAMING PORCH FOOTING POURED WALL SITE LOWER LEVEL FINAL OTHER DECK FRAMING LOWER LEVEL FRAMING LANDSCAPING DECK FINAL $ $ ACCESSORY BUILDING EGRESS WINDOW UNDERGROUND APPROX. DRIVEWAY FUTURE PORCH PROPERTY LINE PROPERTY LINEPROPERTY L INEPROPERTY LINEPROPERTY LINESETBACKSETBACK SETBACK45'-4 3/4"10'-0" 10'- 0 "OFFICE: (952) 746-7702 | CELL: (952) 994-6682E-MAIL: mikeb@behr-design.comSHEET NO.DATE:DRAWN BY: c 2024 BEHR DESIGN, INC.THIS DRAWING AND DESIGN LAYOUT IS PROTECTED UNDER STATE AND FEDERAL COPYRIGHT LAWS. IT MAY NOT BE REPRODUCED OR USED FOR ANY PURPOSE WITHOUT PRIOR WRITTEN CONSENT FROM BEHR DESIGN, INC.PROJECT FILE: BEHR DESIGN, INC. NOR ITS EMPLOYEES ASSUME ANY RESPONSIBILITY FOR VARIOUS CONSTRUCTION TECHNIQUES AND/OR QUALITY OF MATERIALS AND WORKMANSHIP. RESIDENTIAL DESIGNERS OR DRAFTSPERSONS ARE NOT ENGINEERS. BEHR DESIGN, INC. RECOMMENDS THAT A QUALIFIED, LICENSED STRUCTURAL ENGINEER BE RETAINED TO INSURE THE STRUCTURAL INTEGRITY OF ALL BUILDINGS. BEAMS AND STRUCTURAL MEMBERS SPECIFIED ON THESE PLANS ARE FOR BID PURPOSE ONLY AND SHOULD BE SIZED BY THE MANUFACTURERS ENGINEERING STAFF AND/OR A LICENSED ENGINEER. SIZES OF MATERIALS AND PRODUCTS SPECIFIED ON THESE PLANS REFLECT ACCEPTED INDUSTRY STANDARDS AND IN NO WAY INDICATE A SPECIFIC MANUFACTURER, UNLESS REQUESTED BY THE CLIENT. IN THE CASE OF DOORS AND WINDOWS, GENERIC SIZES ARE SPECIFIED UNLESS NOTED OTHERWISE AND IT IS ASSUMED THAT THE SUPPLIER WILL BID AND USE THE CLOSEST SIZE AVAILABLE. THE GENERAL CONTRACTOR AND/OR HOMEOWNER SHALL ASSUME FULL RESPONSIBILITY FOR THE CHECKING AND VERIFICATION OF DIMENSIONS, DETAILS, AND NOTES, AS WELL AS CONSTRUCTION TECHNIQUES, SPECIFICATIONS, STRUCTURAL AND/OR SAFETY REQUIREMENTS AND CONFORMITY TO ALL FEDERAL, STATE AND LOCAL BUILDING CODES, LAWS AND ORDINANCES. HOMES WHICH ARE TO BE CONSTRUCTED IN AREAS THAT ARE SUBJECT TO EXTRAORDINARY SEISMIC, WIND, SNOWFALL, COLD OR FLOOD ISSUES SHOULD BE ENGINEERED AND INSPECTED BY A CONSTRUCTION PROFESSIONAL FAMILIAR WITH THE PARTICULAR CONDITIONS OF THAT REGION. THESE PLANS SHALL REMAIN THE PROPERTY OF BEHR DESIGN, INC., SHALL NOT BE COPIED OR REPRODUCED WITHOUT THE WRITTEN CONSENT OF BEHR DESIGN, INC. OR THE CLIENT FOR WHICH THEY WERE PREPARED FOR.C1 Site PlanJoyce ResidenceLOT 7Lakeville, MNB.K.07/31/202424-CL 1/16" = 1'-0"C1 1SITE PLAN Concept Approval ONLY Subject to Field Inspection Inspector Date 2015 MN Bldg Code 08/13/2024jnuetzman 12 16 12 16 12 16 12 16 12 8 12 7 Main Level Floor 2' - 4 1/4" Main Level Floor 2' - 4 1/4" Basement Level Clg 0' - 7 1/2"Garage Floor 0' - 0" Upper Level Floor 13' - 0 1/8" Upper Level Floor 13' - 0 1/8" Main Level Clg 11' - 5 3/8" Main Level Clg 11' - 5 3/8"APPROX. 9'-1 1/8"Upper Level Clg 22' - 1 1/4" Upper Level Clg 22' - 1 1/4"APPROX. 9'-1 1/8"ASPHALT SHINGLES ASPHALT SHINGLES ASPHALT SHINGLES LP SMARTSIDE 3" LAP SIDING BOARD & BATTEN SIDING ASPHALT SHINGLES LP SMARTSIDE 3" LAP SIDING LP SMARTSIDE 3" LAP SIDING LP SMARTSIDE 7" LAP SIDING LP SMARTSIDE 7" LAP SIDING LP SMARTSIDE 7" LAP SIDING8" / 12"8" / 12"5" / 12"STONE SIDING 1'-4" 2'-0"10" / 12"5" / 12"8'-0" HD HT8'-0" HD HT10" POSTs DECO. CORBEL 9'-0"9'-0" 8" FRI E Z E B O A R D8" FRIEZE BOARD8" FRIEZE BOARD8" FRIEZE BOARD8" FRIEZE BOARD8" FRI E Z E B O A R D 8" FRI E Z E B O A R D 8" FRI E Z E B O A R D 6" BOARD DROPPED BEAM 2x6 BOARD 1'-10 1/4"ASPHALT SHINGLES ASPHALT SHINGLES ASPHALT SHINGLES 10" BOARD1X BOARD 4'-0"18'-0" LP SMARTSIDE 7" LAP SIDING 1'-2"x6'-0" 12'-0"10'-0"5 1/2"4'-0"4'-0"5 1/2" 2x6 BOARD Main Level Floor 2' - 4 1/4" Main Level Floor 2' - 4 1/4" Basement Level Flr -8' - 5 5/8" Basement Level Flr -8' - 5 5/8" Basement Level Clg 0' - 7 1/2"Garage Floor 0' - 0" Upper Level Floor 13' - 0 1/8" Upper Level Floor 13' - 0 1/8" Main Level Clg 11' - 5 3/8" Main Level Clg 11' - 5 3/8" Upper Level Clg 22' - 1 1/4" Upper Level Clg 22' - 1 1/4"APPROX. 9'-1 1/8"APPROX. 9'-1 1/8"APPROX. 9'-1 1/8"16" / 12"16" / 12"16" / 12"ASPHALT SHINGLES ASPHALT SHINGLES ASPHALT SHINGLES ASPHALT SHINGLES METAL ROOF8" FRIEZE BOARDLP SMARTSIDE 7" LAP SIDINGBRICK SIDING 8" F R I E Z E B O A R D LP SMARTSIDE 7" LAP SIDING LP SMARTSIDE 3" LAP SIDING LP SMARTSIDE 3" LAP SIDING LP SMARTSIDE 3" LAP SIDING BOARD & BATTEN SIDING 16" / 12" 1/4" = 1'-0"A1 1 FRONT ELEVATION OFFICE: (952) 746-7702 | CELL: (952) 994-6682E-MAIL: mikeb@behr-design.comSHEET NO.DATE:DRAWN BY: c 2024 BEHR DESIGN, INC.THIS DRAWING AND DESIGN LAYOUT IS PROTECTED UNDER STATE AND FEDERAL COPYRIGHT LAWS. IT MAY NOT BE REPRODUCED OR USED FOR ANY PURPOSE WITHOUT PRIOR WRITTEN CONSENT FROM BEHR DESIGN, INC.PROJECT FILE: BEHR DESIGN, INC. NOR ITS EMPLOYEES ASSUME ANY RESPONSIBILITY FOR VARIOUS CONSTRUCTION TECHNIQUES AND/OR QUALITY OF MATERIALS AND WORKMANSHIP. RESIDENTIAL DESIGNERS OR DRAFTSPERSONS ARE NOT ENGINEERS. BEHR DESIGN, INC. RECOMMENDS THAT A QUALIFIED, LICENSED STRUCTURAL ENGINEER BE RETAINED TO INSURE THE STRUCTURAL INTEGRITY OF ALL BUILDINGS. BEAMS AND STRUCTURAL MEMBERS SPECIFIED ON THESE PLANS ARE FOR BID PURPOSE ONLY AND SHOULD BE SIZED BY THE MANUFACTURERS ENGINEERING STAFF AND/OR A LICENSED ENGINEER. SIZES OF MATERIALS AND PRODUCTS SPECIFIED ON THESE PLANS REFLECT ACCEPTED INDUSTRY STANDARDS AND IN NO WAY INDICATE A SPECIFIC MANUFACTURER, UNLESS REQUESTED BY THE CLIENT. IN THE CASE OF DOORS AND WINDOWS, GENERIC SIZES ARE SPECIFIED UNLESS NOTED OTHERWISE AND IT IS ASSUMED THAT THE SUPPLIER WILL BID AND USE THE CLOSEST SIZE AVAILABLE. THE GENERAL CONTRACTOR AND/OR HOMEOWNER SHALL ASSUME FULL RESPONSIBILITY FOR THE CHECKING AND VERIFICATION OF DIMENSIONS, DETAILS, AND NOTES, AS WELL AS CONSTRUCTION TECHNIQUES, SPECIFICATIONS, STRUCTURAL AND/OR SAFETY REQUIREMENTS AND CONFORMITY TO ALL FEDERAL, STATE AND LOCAL BUILDING CODES, LAWS AND ORDINANCES. HOMES WHICH ARE TO BE CONSTRUCTED IN AREAS THAT ARE SUBJECT TO EXTRAORDINARY SEISMIC, WIND, SNOWFALL, COLD OR FLOOD ISSUES SHOULD BE ENGINEERED AND INSPECTED BY A CONSTRUCTION PROFESSIONAL FAMILIAR WITH THE PARTICULAR CONDITIONS OF THAT REGION. THESE PLANS SHALL REMAIN THE PROPERTY OF BEHR DESIGN, INC., SHALL NOT BE COPIED OR REPRODUCED WITHOUT THE WRITTEN CONSENT OF BEHR DESIGN, INC. OR THE CLIENT FOR WHICH THEY WERE PREPARED FOR.A1 Ext ElevationsJoyce ResidenceLOT 7Lakeville, MNB.K.07/31/202424-CL 1/4" = 1'-0"A1 2RIGHT SIDE ELEVATION 12 16 12 8 12 8 Main Level Floor 2' - 4 1/4" Main Level Floor 2' - 4 1/4" Basement Level Flr -8' - 5 5/8" Basement Level Flr -8' - 5 5/8" Basement Level Clg 0' - 7 1/2"Garage Floor 0' - 0" Upper Level Floor 13' - 0 1/8" Upper Level Floor 13' - 0 1/8"Main Level Clg 11' - 5 3/8" Main Level Clg 11' - 5 3/8" Upper Level Clg 22' - 1 1/4" Upper Level Clg 22' - 1 1/4"APPROX. 9'-1 1/8"APPROX. 9'-1 1/8"APPROX. 9'-1 1/8"8" FRI E Z E B O A R D 8" FRIEZE BOARDBOARD & BATTEN SIDING LP SMARTSIDE 7" LAP SIDING LP SMARTSIDE 7" LAP SIDING ASPHALT SHINGLES ASPHALT SHINGLES LP SMARTSIDE 3" LAP SIDING8" / 12"7" / 12"1'-10 1/4"5" / 12"8" / 12"ASPHALT SHINGLES ASPHALT SHINGLES 1'-0" FUTURE PORCH LP SMARTSIDE 7" LAP SIDING ASPHALT SHINGLES Main Level Floor 2' - 4 1/4" Main Level Floor 2' - 4 1/4" Basement Level Flr -8' - 5 5/8" Basement Level Clg 0' - 7 1/2"Garage Floor 0' - 0" Upper Level Floor 13' - 0 1/8" Upper Level Floor 13' - 0 1/8" Main Level Clg 11' - 5 3/8" Main Level Clg 11' - 5 3/8" Upper Level Clg 22' - 1 1/4" Upper Level Clg 22' - 1 1/4"APPROX. 9'-1 1/8"APPROX. 9'-1 1/8"APPROX. 9'-1 1/8"8" FRIEZE BOARD8" F R I E Z E B O A R D ASPHALT SHINGLES ASPHALT SHINGLES ASPHALT SHINGLES LP SMARTSIDE 7" LAP SIDING LP SMARTSIDE 3" LAP SIDING STONE SIDING16" / 12"1'-10 1/4"LP SMARTSIDE 7" LAP SIDING16" / 12"OFFICE: (952) 746-7702 | CELL: (952) 994-6682E-MAIL: mikeb@behr-design.comSHEET NO.DATE:DRAWN BY: c 2024 BEHR DESIGN, INC.THIS DRAWING AND DESIGN LAYOUT IS PROTECTED UNDER STATE AND FEDERAL COPYRIGHT LAWS. IT MAY NOT BE REPRODUCED OR USED FOR ANY PURPOSE WITHOUT PRIOR WRITTEN CONSENT FROM BEHR DESIGN, INC.PROJECT FILE: BEHR DESIGN, INC. NOR ITS EMPLOYEES ASSUME ANY RESPONSIBILITY FOR VARIOUS CONSTRUCTION TECHNIQUES AND/OR QUALITY OF MATERIALS AND WORKMANSHIP. RESIDENTIAL DESIGNERS OR DRAFTSPERSONS ARE NOT ENGINEERS. BEHR DESIGN, INC. RECOMMENDS THAT A QUALIFIED, LICENSED STRUCTURAL ENGINEER BE RETAINED TO INSURE THE STRUCTURAL INTEGRITY OF ALL BUILDINGS. BEAMS AND STRUCTURAL MEMBERS SPECIFIED ON THESE PLANS ARE FOR BID PURPOSE ONLY AND SHOULD BE SIZED BY THE MANUFACTURERS ENGINEERING STAFF AND/OR A LICENSED ENGINEER. SIZES OF MATERIALS AND PRODUCTS SPECIFIED ON THESE PLANS REFLECT ACCEPTED INDUSTRY STANDARDS AND IN NO WAY INDICATE A SPECIFIC MANUFACTURER, UNLESS REQUESTED BY THE CLIENT. IN THE CASE OF DOORS AND WINDOWS, GENERIC SIZES ARE SPECIFIED UNLESS NOTED OTHERWISE AND IT IS ASSUMED THAT THE SUPPLIER WILL BID AND USE THE CLOSEST SIZE AVAILABLE. THE GENERAL CONTRACTOR AND/OR HOMEOWNER SHALL ASSUME FULL RESPONSIBILITY FOR THE CHECKING AND VERIFICATION OF DIMENSIONS, DETAILS, AND NOTES, AS WELL AS CONSTRUCTION TECHNIQUES, SPECIFICATIONS, STRUCTURAL AND/OR SAFETY REQUIREMENTS AND CONFORMITY TO ALL FEDERAL, STATE AND LOCAL BUILDING CODES, LAWS AND ORDINANCES. HOMES WHICH ARE TO BE CONSTRUCTED IN AREAS THAT ARE SUBJECT TO EXTRAORDINARY SEISMIC, WIND, SNOWFALL, COLD OR FLOOD ISSUES SHOULD BE ENGINEERED AND INSPECTED BY A CONSTRUCTION PROFESSIONAL FAMILIAR WITH THE PARTICULAR CONDITIONS OF THAT REGION. THESE PLANS SHALL REMAIN THE PROPERTY OF BEHR DESIGN, INC., SHALL NOT BE COPIED OR REPRODUCED WITHOUT THE WRITTEN CONSENT OF BEHR DESIGN, INC. OR THE CLIENT FOR WHICH THEY WERE PREPARED FOR.A2 Ext ElevationsJoyce ResidenceLOT 7Lakeville, MNB.K.07/31/202424-CL 1/4" = 1'-0"A2 1REAR ELEVATION 1/4" = 1'-0"A2 2LEFT SIDE ELEVATION Secure door closed until deck is constructed with a separate permit. SPORT COURT EXERCISE MECH./STORAGE FAMILY ROOM RECREATION UNEXCAVATED UNEXCAVATED BEDROOM #3 BATHROOM 13'-2"23'-10"22'-0"25'-11"5'-6"10'-0"9 3/4"4'-4 1/2"7'-8"2'-5 1/2"12'-10 1/4"36" REF.3068 2868 30682668 246826683080 OPG50683'-0"x5'-0" (2W) 3'-0"x5'-0"3'-0"x5'-0" 6'-0"x8'-0" SLIDING DR 4'-0"x1'-10" VANITY BUILT-IN BUILT-IN 5'-0"x4'-0" TILE SHOWER 1 A6 1 A7 T.V. 3'-7 7/8"3'-10 1/8"6'-7"3'-9 7/8"4'-1 1/8"5'-3 1/2"7'-4 1/4"4'-0 3/4"9'-2 1/2"49'-6"22'-4 1/2"5'-7 1/2"12'-10"23'-10 3/4"12'-6 3/4"10'-8 3/4"5'-8"6'-6 1/4"4'-3 1/4"5'-3"3'-2 1/4" 13'-0"24'-0"13'-1 1/2"5'-9"13'-0"12'-2"3'-10 1/2" 18'-0 1/2"11'-4"5'-5" 9'-10 3/4"8'-1 3/4"51'-10"2'-4"43'-8"2'-0"3'-10"2'-0"7'-9 1/4"6'-7"20'-6 3/4"3'-10 1/2"9'-4 3/4"10'-5 1/4"4 1/2"4'-4 1/2"4'-1 1/2"3'-6 1/2"2'-5 1/2"12'-10 1/4"8'-5 1/4"4'-5 1/2"4'-5"5"4'-8"13'-9 1/4"B.I. CAB2X6 TIMBERSTRAND WALLSGLASS WALL BRG WALL 2X6 BRG WALL9 1/2"9 1/2"2 A7 1'-6 1/2"2'-4"2'-0"5'-6"16'-10 1/2"10'-5 1/4"4'-5 1/2"4'-5"3'-4 3/4"1'-8 1/4"11"12'-10 1/4"5'-5"2'-0"28'-0"19'-6"84'-11" 84'-11"OFFICE: (952) 746-7702 | CELL: (952) 994-6682E-MAIL: mikeb@behr-design.comSHEET NO.DATE:DRAWN BY: c 2024 BEHR DESIGN, INC.THIS DRAWING AND DESIGN LAYOUT IS PROTECTED UNDER STATE AND FEDERAL COPYRIGHT LAWS. IT MAY NOT BE REPRODUCED OR USED FOR ANY PURPOSE WITHOUT PRIOR WRITTEN CONSENT FROM BEHR DESIGN, INC.PROJECT FILE: BEHR DESIGN, INC. NOR ITS EMPLOYEES ASSUME ANY RESPONSIBILITY FOR VARIOUS CONSTRUCTION TECHNIQUES AND/OR QUALITY OF MATERIALS AND WORKMANSHIP. RESIDENTIAL DESIGNERS OR DRAFTSPERSONS ARE NOT ENGINEERS. BEHR DESIGN, INC. RECOMMENDS THAT A QUALIFIED, LICENSED STRUCTURAL ENGINEER BE RETAINED TO INSURE THE STRUCTURAL INTEGRITY OF ALL BUILDINGS. BEAMS AND STRUCTURAL MEMBERS SPECIFIED ON THESE PLANS ARE FOR BID PURPOSE ONLY AND SHOULD BE SIZED BY THE MANUFACTURERS ENGINEERING STAFF AND/OR A LICENSED ENGINEER. SIZES OF MATERIALS AND PRODUCTS SPECIFIED ON THESE PLANS REFLECT ACCEPTED INDUSTRY STANDARDS AND IN NO WAY INDICATE A SPECIFIC MANUFACTURER, UNLESS REQUESTED BY THE CLIENT. IN THE CASE OF DOORS AND WINDOWS, GENERIC SIZES ARE SPECIFIED UNLESS NOTED OTHERWISE AND IT IS ASSUMED THAT THE SUPPLIER WILL BID AND USE THE CLOSEST SIZE AVAILABLE. THE GENERAL CONTRACTOR AND/OR HOMEOWNER SHALL ASSUME FULL RESPONSIBILITY FOR THE CHECKING AND VERIFICATION OF DIMENSIONS, DETAILS, AND NOTES, AS WELL AS CONSTRUCTION TECHNIQUES, SPECIFICATIONS, STRUCTURAL AND/OR SAFETY REQUIREMENTS AND CONFORMITY TO ALL FEDERAL, STATE AND LOCAL BUILDING CODES, LAWS AND ORDINANCES. HOMES WHICH ARE TO BE CONSTRUCTED IN AREAS THAT ARE SUBJECT TO EXTRAORDINARY SEISMIC, WIND, SNOWFALL, COLD OR FLOOD ISSUES SHOULD BE ENGINEERED AND INSPECTED BY A CONSTRUCTION PROFESSIONAL FAMILIAR WITH THE PARTICULAR CONDITIONS OF THAT REGION. THESE PLANS SHALL REMAIN THE PROPERTY OF BEHR DESIGN, INC., SHALL NOT BE COPIED OR REPRODUCED WITHOUT THE WRITTEN CONSENT OF BEHR DESIGN, INC. OR THE CLIENT FOR WHICH THEY WERE PREPARED FOR.A3 Basement PlanJoyce ResidenceLOT 7Lakeville, MNB.K.07/31/202424-CL 1/4" = 1'-0"A3 1BASEMENT PLAN NOTES: 1.) ALL BRG. HEADERS ARE TO BE (2)-2x10 UNLESS NOTED OTHERWISE (UNO). 2.) OWNER/CONTRACTOR TO VERIFY ALL WINDOW & DOOR SIZES. 3.) OWNER/CONTRACTOR TO SPEC. ALL FLOORING MATERIAL. 4.) OWNER/CONTRACTOR TO VERIFY ALL DIMENSIONS. 5.) ALL BRG WALL WINDOW & DOOR OPNG'S WIDER THAN 60" REQUIRE (2) TRIMMERS MIN. UNDER EA. SIDE OF HEADER. 6.) (FL) - FLUSH BEAM, (DR) DROPPED BEAM 7.) ALL HEADERS ARE DROPPED UNLESS NOTED (FL) 8.) USE ENERGY HEEL HEIGHT ON ROOF TRUSSES. FAN Smoke Smoke CO UFER Ground -Provide 20' Rebar in footing and stub up near electrical service panel. -Min. 15" clearance to any obstruction from center of W.C., 24" in front(typ). 22'-6 1/2"18'-4"11'-0"5'-9"3'-8"10'-0"9'-1 3/4"18'-10 1/4"2'-0"4'-0"12'-0"SPORT COURT GARAGE PWDR MUDRM OFFICE PANTRY LIVING ROOM DINING KITCHEN FOYER CANT ABOVE CANT ABOVE36" REF./FRZRBENCH W/STORAGE ABOVEBENCH W/STORAGE ABOVE4'-0"8'-0"4'-2"4'-7"36" GAS RANGE/OVEN9'-0"x12'-0" OVERHEAD DOOR 9'-0"x10'-0" OVERHEAD DOOR 18'-0"x10'-0" OVERHEAD DOOR 2868 2868 2468206830805068 24682X6 WALL 2X6 WALL8" WALL1'-9"85" T.V.GAS F.P.BUILT-INSBUILT-INS13'-0"24'-0"22'-0"26'-1" 2'-6"x4'-0" 3'-0"x6'-0" (2W)3'-0"x5'-0" (2W)2'-6"x4'-0" 2'-6"x4'-0" 2'-6"x4'-0" 2'-6"x4'-0" (2W) 3'-0"x6'-0" 3'-0"x6'-0" 6'-0"x6'-0" 4'-0"x4'-0" 4'-0"x4'-0" 4'-0"x4'-0" 2'-6"x4'-0" (2W) 30803'-0"x6'-0" (3W) 2'-0"x8'-0" SD LT 2'-0"x8'-0" SD LT 9'-0" X 8'-0" SLIDING DR UNIT MECH. CHASE DW 2X6 TIMBERSTRAND WALLS 2X6 TIMBERSTRAND WALLS 2X6 TIMBERSTRAND WALLS1 A6 1 A7 VLTVLTFLOOR ABOVEFLOOR ABOVE 4'-6"7'-6"7'-6"4'-6"6'-3"4'-9 1/2"4'-9 1/2"6'-2"6'-5 3/4"10'-2 3/4"9'-4 1/2"2'-0"47'-8"2'-0"9'-0"2'-0"3'-0"18'-0"3'-0"1'-9"9'-0"2'-3"3'-9 3/4"2'-2 1/2"3'-6 1/4"2'-10"2'-9 1/2"3'-2"5'-6"5'-6"2'-6"3'-3"5'-8"4'-3"14'-7 1/4"3'-4 3/4"5'-9"5'-0"5'-0"5'-5 1/2"22'-6 1/2"6'-2 3/4"8'-8"6'-2 1/4"1'-10 1/2"6'-8 1/4"2'-1 1/4"6'-3"5'-8"2'-6 3/4"4'-0"2'-11"6'-7 1/4"3'-1 3/4"7'-9 1/2"2'-10 1/4"1'-7"16'-0"1'-3 1/4"8'-9 1/2"2'-7 1/2"5'-8 3/4"2'-1 1/4"18'-10 1/4"8'-10 1/2"10'-3 1/4"2X6 TIMBERSTRAND WALLSDROPPED BEAMDROPPED BEAM DROPPED BEAM1'-0"4'-10"13'-0"12'-2 1/2" 2 A7 SHADED AREA IS 13'-3" CLG HT 3 A7 1'-0" FUTURE PORCH 2'-0"2'-0"2'-4"5'-8"2'-0"2'-4"2x6 BRG WALL 13'-0"9'-0 3/4"9'-9 1/2"7'-10 3/4"8'-7 1/4" UP DN19'-8"28'-0"13'-0"24'-0 1/2"24'-1"13'-0"24'-0"13'-0" 22'-11"14'-0"14'-0"2'-7 1/8"6'-1 3/8"4'-3 1/2" 85'-1"OFFICE: (952) 746-7702 | CELL: (952) 994-6682E-MAIL: mikeb@behr-design.comSHEET NO.DATE:DRAWN BY: c 2024 BEHR DESIGN, INC.THIS DRAWING AND DESIGN LAYOUT IS PROTECTED UNDER STATE AND FEDERAL COPYRIGHT LAWS. IT MAY NOT BE REPRODUCED OR USED FOR ANY PURPOSE WITHOUT PRIOR WRITTEN CONSENT FROM BEHR DESIGN, INC.PROJECT FILE: BEHR DESIGN, INC. NOR ITS EMPLOYEES ASSUME ANY RESPONSIBILITY FOR VARIOUS CONSTRUCTION TECHNIQUES AND/OR QUALITY OF MATERIALS AND WORKMANSHIP. RESIDENTIAL DESIGNERS OR DRAFTSPERSONS ARE NOT ENGINEERS. BEHR DESIGN, INC. RECOMMENDS THAT A QUALIFIED, LICENSED STRUCTURAL ENGINEER BE RETAINED TO INSURE THE STRUCTURAL INTEGRITY OF ALL BUILDINGS. BEAMS AND STRUCTURAL MEMBERS SPECIFIED ON THESE PLANS ARE FOR BID PURPOSE ONLY AND SHOULD BE SIZED BY THE MANUFACTURERS ENGINEERING STAFF AND/OR A LICENSED ENGINEER. SIZES OF MATERIALS AND PRODUCTS SPECIFIED ON THESE PLANS REFLECT ACCEPTED INDUSTRY STANDARDS AND IN NO WAY INDICATE A SPECIFIC MANUFACTURER, UNLESS REQUESTED BY THE CLIENT. IN THE CASE OF DOORS AND WINDOWS, GENERIC SIZES ARE SPECIFIED UNLESS NOTED OTHERWISE AND IT IS ASSUMED THAT THE SUPPLIER WILL BID AND USE THE CLOSEST SIZE AVAILABLE. THE GENERAL CONTRACTOR AND/OR HOMEOWNER SHALL ASSUME FULL RESPONSIBILITY FOR THE CHECKING AND VERIFICATION OF DIMENSIONS, DETAILS, AND NOTES, AS WELL AS CONSTRUCTION TECHNIQUES, SPECIFICATIONS, STRUCTURAL AND/OR SAFETY REQUIREMENTS AND CONFORMITY TO ALL FEDERAL, STATE AND LOCAL BUILDING CODES, LAWS AND ORDINANCES. HOMES WHICH ARE TO BE CONSTRUCTED IN AREAS THAT ARE SUBJECT TO EXTRAORDINARY SEISMIC, WIND, SNOWFALL, COLD OR FLOOD ISSUES SHOULD BE ENGINEERED AND INSPECTED BY A CONSTRUCTION PROFESSIONAL FAMILIAR WITH THE PARTICULAR CONDITIONS OF THAT REGION. THESE PLANS SHALL REMAIN THE PROPERTY OF BEHR DESIGN, INC., SHALL NOT BE COPIED OR REPRODUCED WITHOUT THE WRITTEN CONSENT OF BEHR DESIGN, INC. OR THE CLIENT FOR WHICH THEY WERE PREPARED FOR.A4 Main Floor PlanJoyce ResidenceLOT 7Lakeville, MNB.K.07/31/202424-CL 1/4" = 1'-0"A4 1 MAIN FLOOR PLAN NOTES: 1.) ALL BRG. HEADERS ARE TO BE (2)-2x10 UNLESS NOTED OTHERWISE (UNO). 2.) OWNER/CONTRACTOR TO VERIFY ALL WINDOW & DOOR SIZES. 3.) OWNER/CONTRACTOR TO SPEC. ALL FLOORING MATERIAL. 4.) OWNER/CONTRACTOR TO VERIFY ALL DIMENSIONS. 5.) ALL BRG WALL WINDOW & DOOR OPNG'S WIDER THAN 60" REQUIRE (2) TRIMMERS MIN. UNDER EA. SIDE OF HEADER. 6.) (FL) - FLUSH BEAM, (DR) DROPPED BEAM 7.) ALL HEADERS ARE DROPPED UNLESS NOTED (FL) 8.) USE ENERGY HEEL HEIGHT ON ROOF TRUSSES. BASEMENT LEVEL SQUARE FEET = 1549 sq ft MAIN LEVEL SQUARE FEET = 1534 sq ft UPPER LEVEL SQUARE FEET = 1742 sq ft TOTAL SQUARE FEET = 4825 sq ft SPORT COURT SQUARE FEET = 584 SQ FT GARAGE SQUARE FEET = 1249 sq ft FAN -Min. 15" clearance to any obstruction from center of W.C., 24" in front(typ). Smoke Temper O. BATH BEDROOM #2 BEDROOM #1 J&J BATH LAUNDRY LOFT 13'-0"7'-8 3/4"9'-4 3/4"14'-6"4'-0"12'-8 3/4"4'-8"5'-6 1/2"5'-0 3/4"12'-0"13'-5 1/4"16'-4 1/2"5'-4 1/2"13'-5 1/4"4'-0"3'-0"10'-4 3/4"22'-7 1/4"NICHEBUILT-INS5'-0"x5'-0"3'-0"x5'-0" (3W)3'-0"x5'-0" (2W)3'-0"x5'-0" 3'-0"x5'-0" 3'-0"x5'-0" (2W) 5'-0"x2'-0" 1'-8"x4'-0" (2W)266826682468 2468 26682468 2868 6068 2668 P.D. 24682668 P.D.5080 OPG 266826682468 2668 OPG9'-7"x1'-10" VANITY 4'-2"x1'-10" VANITY 4'-3"x1'-10" VANITY 8" WALL2X6 WALL 2X6 WALL2X6 WALL 2X6 WALL2X6 WALL72"x36" FREESTANDING TUB 6'-7"x5'-0" TILE SHOWER 60"x30"TUB/SHOWER W. D. 1 A6 1 A7 LINENBENCH2668 48'-7 1/2"40'-0"48'-7 1/2"40'-0"9'-8"3'-9 1/4"8'-2 3/4"8'-1 3/4"5'-4 1/2"6'-5 1/4"7'-0"8'-1 1/2"3'-10 1/2"5'-0 3/4"5'-6 1/2"4'-8"2'-8 1/4"10'-0 1/2"6'-6"6'-6"3'-11 3/4"2'-1 1/2"1'-7 1/2"9'-4 3/4"7'-3"7'-3"10'-3 3/4"3'-0 1/2"5'-4 1/2"3'-10 1/2"10'-4 3/4"7'-3 3/4"6'-2 1/4"7'-2 3/4"9'-2 1/4"10'-1 1/4"8'-7 1/4"14'-11 1/4"8'-0"4'-8 1/2"4'-0"4'-4 1/4"13'-4 1/4"7'-4 1/2"4'-8 1/2"5'-0 1/2"9'-6 1/2"4'-7 1/4"6'-8 3/4"6'-0"2'-2 1/2"2'-5 1/2"5'-6 1/2"5'-0 3/4"O. BEDROOM 2 A7 3 A7 DN1'-3 3/4"5'-0"1'-3 3/4"7'-3 3/4"6'-2 1/4"7'-2 3/4"9'-2 1/4"5'-10"4'-3 1/4"8'-7 1/4"OFFICE: (952) 746-7702 | CELL: (952) 994-6682E-MAIL: mikeb@behr-design.comSHEET NO.DATE:DRAWN BY: c 2024 BEHR DESIGN, INC.THIS DRAWING AND DESIGN LAYOUT IS PROTECTED UNDER STATE AND FEDERAL COPYRIGHT LAWS. IT MAY NOT BE REPRODUCED OR USED FOR ANY PURPOSE WITHOUT PRIOR WRITTEN CONSENT FROM BEHR DESIGN, INC.PROJECT FILE: BEHR DESIGN, INC. NOR ITS EMPLOYEES ASSUME ANY RESPONSIBILITY FOR VARIOUS CONSTRUCTION TECHNIQUES AND/OR QUALITY OF MATERIALS AND WORKMANSHIP. RESIDENTIAL DESIGNERS OR DRAFTSPERSONS ARE NOT ENGINEERS. BEHR DESIGN, INC. RECOMMENDS THAT A QUALIFIED, LICENSED STRUCTURAL ENGINEER BE RETAINED TO INSURE THE STRUCTURAL INTEGRITY OF ALL BUILDINGS. BEAMS AND STRUCTURAL MEMBERS SPECIFIED ON THESE PLANS ARE FOR BID PURPOSE ONLY AND SHOULD BE SIZED BY THE MANUFACTURERS ENGINEERING STAFF AND/OR A LICENSED ENGINEER. SIZES OF MATERIALS AND PRODUCTS SPECIFIED ON THESE PLANS REFLECT ACCEPTED INDUSTRY STANDARDS AND IN NO WAY INDICATE A SPECIFIC MANUFACTURER, UNLESS REQUESTED BY THE CLIENT. IN THE CASE OF DOORS AND WINDOWS, GENERIC SIZES ARE SPECIFIED UNLESS NOTED OTHERWISE AND IT IS ASSUMED THAT THE SUPPLIER WILL BID AND USE THE CLOSEST SIZE AVAILABLE. THE GENERAL CONTRACTOR AND/OR HOMEOWNER SHALL ASSUME FULL RESPONSIBILITY FOR THE CHECKING AND VERIFICATION OF DIMENSIONS, DETAILS, AND NOTES, AS WELL AS CONSTRUCTION TECHNIQUES, SPECIFICATIONS, STRUCTURAL AND/OR SAFETY REQUIREMENTS AND CONFORMITY TO ALL FEDERAL, STATE AND LOCAL BUILDING CODES, LAWS AND ORDINANCES. HOMES WHICH ARE TO BE CONSTRUCTED IN AREAS THAT ARE SUBJECT TO EXTRAORDINARY SEISMIC, WIND, SNOWFALL, COLD OR FLOOD ISSUES SHOULD BE ENGINEERED AND INSPECTED BY A CONSTRUCTION PROFESSIONAL FAMILIAR WITH THE PARTICULAR CONDITIONS OF THAT REGION. THESE PLANS SHALL REMAIN THE PROPERTY OF BEHR DESIGN, INC., SHALL NOT BE COPIED OR REPRODUCED WITHOUT THE WRITTEN CONSENT OF BEHR DESIGN, INC. OR THE CLIENT FOR WHICH THEY WERE PREPARED FOR.A5 Upper Floor PlanJoyce ResidenceLOT 7Lakeville, MNB.K.07/31/202424-CL 1/4" = 1'-0"A5 1UPPER FLOOR PLAN NOTES: 1.) ALL BRG. HEADERS ARE TO BE (2)-2x10 UNLESS NOTED OTHERWISE (UNO). 2.) OWNER/CONTRACTOR TO VERIFY ALL WINDOW & DOOR SIZES. 3.) OWNER/CONTRACTOR TO SPEC. ALL FLOORING MATERIAL. 4.) OWNER/CONTRACTOR TO VERIFY ALL DIMENSIONS. 5.) ALL BRG WALL WINDOW & DOOR OPNG'S WIDER THAN 60" REQUIRE (2) TRIMMERS MIN. UNDER EA. SIDE OF HEADER. 6.) (FL) - FLUSH BEAM, (DR) DROPPED BEAM 7.) ALL HEADERS ARE DROPPED UNLESS NOTED (FL) 8.) USE ENERGY HEEL HEIGHT ON ROOF TRUSSES. -Min. 15" clearance to any obstruction from center of W.C., 24" in front(typ).Temper if within 60" of tub floor FAN FAN Smoke Smoke Smoke Smoke CO FAN 12 16 Main Level Floor 2' - 4 1/4" Basement Level Flr -8' - 5 5/8" Basement Level Clg 0' - 7 1/2"Garage Floor 0' - 0" Upper Level Floor 13' - 0 1/8" Main Level Clg 11' - 5 3/8" Upper Level Clg 22' - 1 1/4" 10"7 1/2"10"7 5/8"6'-8"6'-8"3/4" PLYWOOD SUBFLOOR 20"d FLOOR TRUSSES @ 19.2" O.C. 3/4" PLYWOOD SUBFLOOR18"d FLOOR TRUSSES @ 19.2" O.C. CLOSED CELL SPRAY FOAM (R21 MIN) CLOSED CELL SPRAY FOAM (R21 MIN) ASPHALT SHINGLES 15# FELT 15/32" OSB ROOF SHEATHING 5/8" GYPSUM BOARD (R49) BLOWN-IN INSULATION 31/2" POURED CONC OVER 6 MIL POLY VAPOR BARRIER w/ 12" LAP OVER 4" CLEAN GRANULAR FILL PRE-ENGINEERED/PREMANUF. ROOF TRUSSES @ 24" O.C. EXTERIOR SIDING, SEE ELEV HOUSE WRAP 7/16" OSB EXT WALL SHEATHING 2x6 STUDS @ 16" O.C. (R21) BATT INSULATION 4 MIL POLY VAPOR BARRIER 1/2" GYPSUM BOARD (AIR BARRIER) ASPHALT SHINGLES 15# FELT 15/32" OSB ROOF SHEATHING 31/2" POURED CONC OVER 4" CLEAN GRANULAR FILL EXTERIOR SIDING, SEE ELEV HOUSE WRAP 7/16" OSB EXT WALL SHEATHING 2x6 STUDS @ 16" O.C. 4 MIL POLY VAPOR BARRIER 1/2" GYPSUM BOARD (AIR BARRIER) PRE-ENGINEERED/PREMANUF. ROOF TRUSSES @ 24" O.C. PRE-ENGINEERED/PREMANUF. ROOF TRUSSES @ 24" O.C. 10"7 1/2"7 5/8"10"13'-3"PRE-ENGINEERED/PREMANUF. ROOF TRUSSES @ 24" O.C.11'-4 3/4"CONT RIDGE VENT 16" / 12"16" / 12"5" / 12"12" / 12"8" / 12"8" / 12"8" / 12"8" / 12"16" / 12"16" / 12" 16" / 12"16" / 12"5" / 12"16" / 12"16" / 12"9" / 12"5" / 12"7" / 12"8" / 12"8" / 12"16" / 12"16" / 12"OFFICE: (952) 746-7702 | CELL: (952) 994-6682E-MAIL: mikeb@behr-design.comSHEET NO.DATE:DRAWN BY: c 2024 BEHR DESIGN, INC.THIS DRAWING AND DESIGN LAYOUT IS PROTECTED UNDER STATE AND FEDERAL COPYRIGHT LAWS. IT MAY NOT BE REPRODUCED OR USED FOR ANY PURPOSE WITHOUT PRIOR WRITTEN CONSENT FROM BEHR DESIGN, INC.PROJECT FILE: BEHR DESIGN, INC. NOR ITS EMPLOYEES ASSUME ANY RESPONSIBILITY FOR VARIOUS CONSTRUCTION TECHNIQUES AND/OR QUALITY OF MATERIALS AND WORKMANSHIP. RESIDENTIAL DESIGNERS OR DRAFTSPERSONS ARE NOT ENGINEERS. BEHR DESIGN, INC. RECOMMENDS THAT A QUALIFIED, LICENSED STRUCTURAL ENGINEER BE RETAINED TO INSURE THE STRUCTURAL INTEGRITY OF ALL BUILDINGS. BEAMS AND STRUCTURAL MEMBERS SPECIFIED ON THESE PLANS ARE FOR BID PURPOSE ONLY AND SHOULD BE SIZED BY THE MANUFACTURERS ENGINEERING STAFF AND/OR A LICENSED ENGINEER. SIZES OF MATERIALS AND PRODUCTS SPECIFIED ON THESE PLANS REFLECT ACCEPTED INDUSTRY STANDARDS AND IN NO WAY INDICATE A SPECIFIC MANUFACTURER, UNLESS REQUESTED BY THE CLIENT. IN THE CASE OF DOORS AND WINDOWS, GENERIC SIZES ARE SPECIFIED UNLESS NOTED OTHERWISE AND IT IS ASSUMED THAT THE SUPPLIER WILL BID AND USE THE CLOSEST SIZE AVAILABLE. THE GENERAL CONTRACTOR AND/OR HOMEOWNER SHALL ASSUME FULL RESPONSIBILITY FOR THE CHECKING AND VERIFICATION OF DIMENSIONS, DETAILS, AND NOTES, AS WELL AS CONSTRUCTION TECHNIQUES, SPECIFICATIONS, STRUCTURAL AND/OR SAFETY REQUIREMENTS AND CONFORMITY TO ALL FEDERAL, STATE AND LOCAL BUILDING CODES, LAWS AND ORDINANCES. HOMES WHICH ARE TO BE CONSTRUCTED IN AREAS THAT ARE SUBJECT TO EXTRAORDINARY SEISMIC, WIND, SNOWFALL, COLD OR FLOOD ISSUES SHOULD BE ENGINEERED AND INSPECTED BY A CONSTRUCTION PROFESSIONAL FAMILIAR WITH THE PARTICULAR CONDITIONS OF THAT REGION. THESE PLANS SHALL REMAIN THE PROPERTY OF BEHR DESIGN, INC., SHALL NOT BE COPIED OR REPRODUCED WITHOUT THE WRITTEN CONSENT OF BEHR DESIGN, INC. OR THE CLIENT FOR WHICH THEY WERE PREPARED FOR.A6 Building SectionsJoyce ResidenceLOT 7Lakeville, MNB.K.07/31/202424-CL 1/4" = 1'-0"A6 1Section @ STAIRS 1/8" = 1'-0"A6 2Roof Plan 12 16 12 8 12 10 Main Level Floor 2' - 4 1/4" Basement Level Flr -8' - 5 5/8" Basement Level Clg 0' - 7 1/2"Garage Floor 0' - 0" Upper Level Floor 13' - 0 1/8" Main Level Clg 11' - 5 3/8" Upper Level Clg 22' - 1 1/4" PRE-ENGINEERED/PREMANUF. ROOF TRUSSES @ 24" O.C. 3/4" PLYWOOD SUBFLOOR 20"d FLOOR TRUSSES @ 19.2" O.C. 3/4" PLYWOOD SUBFLOOR 18"d FLOOR TRUSSES @ 19.2" O.C. CLOSED CELL SPRAY FOAM (R21 MIN) CLOSED CELL SPRAY FOAM (R21 MIN)CLOSED CELL SPRAY FOAM (R21 MIN) EXTERIOR SIDING, SEE ELEV HOUSE WRAP 7/16" OSB EXT WALL SHEATHING 2x6 STUDS @ 16" O.C. 4 MIL POLY VAPOR BARRIER 1/2" GYPSUM BOARD (AIR BARRIER) EXTERIOR SIDING, SEE ELEV HOUSE WRAP 7/16" OSB EXT WALL SHEATHING 2x6 STUDS @ 16" O.C. (R21) BATT INSULATION 4 MIL POLY VAPOR BARRIER 1/2" GYPSUM BOARD (AIR BARRIER) ASPHALT SHINGLES 15# FELT 15/32" OSB ROOF SHEATHING 5/8" GYPSUM BOARD (R49) BLOWN-IN INSULATION PRE-ENGINEERED/PREMANUF.ROOF TRUSSES @ 24" O.C. 31/2" POURED CONC OVER 6 MIL POLY VAPOR BARRIER w/ 12" LAP OVER 4" CLEAN GRANULAR FILL ASPHALT SHINGLES 15# FELT 15/32" OSB ROOF SHEATHING 8" POURED CONC. FDN WALL w/ 2" (R10) RIGID INSULATION ON EXTERIOR 12" POURED CONC. FDN WALL w/ 2" (R10) RIGID INSULATION ON EXTERIOR 31/2" POURED CONC OVER 6 MIL POLY VAPOR BARRIER w/ 12" LAP OVER 4" CLEAN GRANULAR FILL CONT RIDGE VENT Garage Floor 0' - 0" Main Level Clg 11' - 5 3/8"13'-3"HEEL HT2'-0 1/2"31/2" POURED CONC OVER 4" CLEAN GRANULAR FILL PRE-ENGINEERED/PREMANUF. ROOF TRUSSES @ 24" O.C. ASPHALT SHINGLES 15# FELT 15/32" OSB ROOF SHEATHING EXTERIOR SIDING, SEE ELEVHOUSE WRAP 7/16" OSB EXT WALL SHEATHING 2x6 STUDS @ 16" O.C. (R21) BATT INSULATION 4 MIL POLY VAPOR BARRIER 1/2" GYPSUM BOARD (AIR BARRIER)12'-0"Upper Level Floor 13' - 0 1/8" Main Level Clg 11' - 5 3/8" EXTERIOR SIDING, SEE ELEV HOUSE WRAP 7/16" OSB EXT WALL SHEATHING 2x6 STUDS @ 16" O.C. (R21) BATT INSULATION 4 MIL POLY VAPOR BARRIER 1/2" GYPSUM BOARD (AIR BARRIER) DROPPED BEAM METAL ROOF STRUCTURAL BEAM CLIPPED AT END TO MATCH ROOF PITCH OFFICE: (952) 746-7702 | CELL: (952) 994-6682E-MAIL: mikeb@behr-design.comSHEET NO.DATE:DRAWN BY: c 2024 BEHR DESIGN, INC.THIS DRAWING AND DESIGN LAYOUT IS PROTECTED UNDER STATE AND FEDERAL COPYRIGHT LAWS. IT MAY NOT BE REPRODUCED OR USED FOR ANY PURPOSE WITHOUT PRIOR WRITTEN CONSENT FROM BEHR DESIGN, INC.PROJECT FILE: BEHR DESIGN, INC. NOR ITS EMPLOYEES ASSUME ANY RESPONSIBILITY FOR VARIOUS CONSTRUCTION TECHNIQUES AND/OR QUALITY OF MATERIALS AND WORKMANSHIP. RESIDENTIAL DESIGNERS OR DRAFTSPERSONS ARE NOT ENGINEERS. BEHR DESIGN, INC. RECOMMENDS THAT A QUALIFIED, LICENSED STRUCTURAL ENGINEER BE RETAINED TO INSURE THE STRUCTURAL INTEGRITY OF ALL BUILDINGS. BEAMS AND STRUCTURAL MEMBERS SPECIFIED ON THESE PLANS ARE FOR BID PURPOSE ONLY AND SHOULD BE SIZED BY THE MANUFACTURERS ENGINEERING STAFF AND/OR A LICENSED ENGINEER. SIZES OF MATERIALS AND PRODUCTS SPECIFIED ON THESE PLANS REFLECT ACCEPTED INDUSTRY STANDARDS AND IN NO WAY INDICATE A SPECIFIC MANUFACTURER, UNLESS REQUESTED BY THE CLIENT. IN THE CASE OF DOORS AND WINDOWS, GENERIC SIZES ARE SPECIFIED UNLESS NOTED OTHERWISE AND IT IS ASSUMED THAT THE SUPPLIER WILL BID AND USE THE CLOSEST SIZE AVAILABLE. THE GENERAL CONTRACTOR AND/OR HOMEOWNER SHALL ASSUME FULL RESPONSIBILITY FOR THE CHECKING AND VERIFICATION OF DIMENSIONS, DETAILS, AND NOTES, AS WELL AS CONSTRUCTION TECHNIQUES, SPECIFICATIONS, STRUCTURAL AND/OR SAFETY REQUIREMENTS AND CONFORMITY TO ALL FEDERAL, STATE AND LOCAL BUILDING CODES, LAWS AND ORDINANCES. HOMES WHICH ARE TO BE CONSTRUCTED IN AREAS THAT ARE SUBJECT TO EXTRAORDINARY SEISMIC, WIND, SNOWFALL, COLD OR FLOOD ISSUES SHOULD BE ENGINEERED AND INSPECTED BY A CONSTRUCTION PROFESSIONAL FAMILIAR WITH THE PARTICULAR CONDITIONS OF THAT REGION. THESE PLANS SHALL REMAIN THE PROPERTY OF BEHR DESIGN, INC., SHALL NOT BE COPIED OR REPRODUCED WITHOUT THE WRITTEN CONSENT OF BEHR DESIGN, INC. OR THE CLIENT FOR WHICH THEY WERE PREPARED FOR.A7 Building SectionsJoyce ResidenceLOT 7Lakeville, MNB.K.07/31/202424-CL 1/4" = 1'-0"A7 1Section @ SPORT COURT 3/8" = 1'-0"A7 2 Section @ GARAGE DOOR 3/4" = 1'-0"A7 3Section @ SECOND FLOOR BEAM OFFICE: (952) 746-7702 | CELL: (952) 994-6682E-MAIL: mikeb@behr-design.comSHEET NO.DATE:DRAWN BY: c 2024 BEHR DESIGN, INC.THIS DRAWING AND DESIGN LAYOUT IS PROTECTED UNDER STATE AND FEDERAL COPYRIGHT LAWS. IT MAY NOT BE REPRODUCED OR USED FOR ANY PURPOSE WITHOUT PRIOR WRITTEN CONSENT FROM BEHR DESIGN, INC.PROJECT FILE: BEHR DESIGN, INC. NOR ITS EMPLOYEES ASSUME ANY RESPONSIBILITY FOR VARIOUS CONSTRUCTION TECHNIQUES AND/OR QUALITY OF MATERIALS AND WORKMANSHIP. RESIDENTIAL DESIGNERS OR DRAFTSPERSONS ARE NOT ENGINEERS. BEHR DESIGN, INC. RECOMMENDS THAT A QUALIFIED, LICENSED STRUCTURAL ENGINEER BE RETAINED TO INSURE THE STRUCTURAL INTEGRITY OF ALL BUILDINGS. BEAMS AND STRUCTURAL MEMBERS SPECIFIED ON THESE PLANS ARE FOR BID PURPOSE ONLY AND SHOULD BE SIZED BY THE MANUFACTURERS ENGINEERING STAFF AND/OR A LICENSED ENGINEER. SIZES OF MATERIALS AND PRODUCTS SPECIFIED ON THESE PLANS REFLECT ACCEPTED INDUSTRY STANDARDS AND IN NO WAY INDICATE A SPECIFIC MANUFACTURER, UNLESS REQUESTED BY THE CLIENT. IN THE CASE OF DOORS AND WINDOWS, GENERIC SIZES ARE SPECIFIED UNLESS NOTED OTHERWISE AND IT IS ASSUMED THAT THE SUPPLIER WILL BID AND USE THE CLOSEST SIZE AVAILABLE. THE GENERAL CONTRACTOR AND/OR HOMEOWNER SHALL ASSUME FULL RESPONSIBILITY FOR THE CHECKING AND VERIFICATION OF DIMENSIONS, DETAILS, AND NOTES, AS WELL AS CONSTRUCTION TECHNIQUES, SPECIFICATIONS, STRUCTURAL AND/OR SAFETY REQUIREMENTS AND CONFORMITY TO ALL FEDERAL, STATE AND LOCAL BUILDING CODES, LAWS AND ORDINANCES. HOMES WHICH ARE TO BE CONSTRUCTED IN AREAS THAT ARE SUBJECT TO EXTRAORDINARY SEISMIC, WIND, SNOWFALL, COLD OR FLOOD ISSUES SHOULD BE ENGINEERED AND INSPECTED BY A CONSTRUCTION PROFESSIONAL FAMILIAR WITH THE PARTICULAR CONDITIONS OF THAT REGION. THESE PLANS SHALL REMAIN THE PROPERTY OF BEHR DESIGN, INC., SHALL NOT BE COPIED OR REPRODUCED WITHOUT THE WRITTEN CONSENT OF BEHR DESIGN, INC. OR THE CLIENT FOR WHICH THEY WERE PREPARED FOR.A8 3D ViewsJoyce ResidenceLOT 7Lakeville, MNB.K.07/31/202424-CLA8 1FRONT 3D VIEW A8 2REAR 3D VIEW UNEXCAVATED UNEXCAVATED 4"x6" CURB 1'-8"x8"d FTG. w/(2)#4's CONT. 4"x6" CURB 1'-8"x8"d FTG. w/(2)#4's CONT. 8" POURED CONC FDN WALL w/ 2" RIGID INSULATION ON EXTERIOR 6'-0"x8"d FTG. w/(2)#4's CONT. 8" POURED CONC FDN WALL w/ 2" RIGID INSULATION ON EXTERIOR6'-0"x8"d FTG. w/(2)#4's CONT. 8" POURED CONC FDN WALL w/ 2" RIGID INSULATION ON EXTERIOR 2" LEDGE FOR CONCRETE SLAB 1'-8"x8"d FTG. w/(2)#4's CONT. 8" POURED CONC FDN WALL w/ 2" RIGID INSULATION ON EXTERIOR 2" LEDGE FOR CONCRETE SLAB 1'-8"x8"d FTG. w/(2)#4's CONT. 8" POURED CONC FDN WALL w/ 2" RIGID INSULATION ON EXTERIOR 1'-8"x8"d FTG. w/(2)#4's CONT. 8" POURED CONC FDN WALL w/ 2" RIGID INSULATION ON EXTERIOR 2" LEDGE FOR CONCRETE SLAB 1'-8"x8"d FTG. w/(2)#4's CONT. 8" POURED CONC FDN WALL w/ 2" RIGID INSULATION ON EXTERIOR2" LEDGE FOR CONCRETE SLAB 1'-8"x8"d FTG. w/(2)#4's CONT. 8" POURED CONC FDN WALL w/ 2" RIGID INSULATION ON EXTERIOR2" LEDGE FOR CONCRETE SLAB 1'-8"x8"d FTG. w/(2)#4's CONT. 8" POURED CONC FDN WALL w/ 2" RIGID INSULATION ON EXTERIOR 2" LEDGE FOR CONCRETE SLAB 6'-0"x8"d FTG. w/(2)#4's CONT. 8" POURED CONC FDN WALL 2" LEDGE FOR CONCRETE SLAB 1'-8"x8"d FTG. w/(2)#4's CONT. 8" POURED CONC FDN WALL 2" LEDGE FOR CONCRETE SLAB 1'-8"x8"d FTG. w/(2)#4's CONT. 8" POURED CONC FDN WALL 2" LEDGE FOR CONCRETE SLAB 1'-8"x8"d FTG. w/(2)#4's CONT.8" POURED CONC FDN WALL 1'-8"x8"d FTG. w/(2)#4's CONT. 8" POURED CONC FDN WALL 1'-8"x8"d FTG. w/(2)#4's CONT. 8" POURED CONC FDN WALL 1'-8"x8"d FTG. w/(2)#4's CONT. 13'-2"23'-8"22'-0"26'-1" 2'-4 3/4"6'-1 1/2"17'-6 3/4"2'-4"5'-6"10'-0"28'-0"2'-0"4'-0"51'-10"18'-0 1/2"11'-4"2'-0"6'-2"9'-4"17'-3 3/4"20'-8 1/4"47'-6"13'-0"24'-0"13'-1 1/2"5'-9"13'-0"12'-2"3'-10 1/2" 1 A6 1 A7 12'-6 3/4"5'-6"16'-10 1/2"21'-1 1/2"31/2" POURED CONCRETE SLAB ON GRADE 31/2" POURED CONCRETE SLAB ON GRADE 31/2" POURED CONCRETE SLAB ON GRADE 31/2" POURED CONCRETE SLAB ON GRADE 31/2" POURED CONCRETE SLAB ON GRADE 12" POURED CONC FDN WALL w/ 2" RIGID INSULATION ON EXTERIOR 2" LEDGE FOR CONCRETE SLAB 6'-0"x8"d FTG. w/(2)#4's CONT. 10'-6 3/8"6'-0 5/8"10'-7 1/4"8'-5 1/4"2'-1"3'-3"15'-9 1/2"2'-6"x2'-6"x12"d FTG w/ REINF. 2'-0"x2'-0"x12"d FTG w/ REINF. 1'-6 1/2" 1'-10 1/2"9'-3"4'-9"18'-3"2'-10 1/2"1'-7 1/2"9'-3"2'-3"2'-4"2'-0"3'-0"x3'-0"x12"d FTG w/ REINF.3'-0"x3'-0"x12"d FTG w/ REINF. 4"x6" CURB 1'-8"x8"d FTG. w/(2)#4's CONT.10'-5 1/4"8'-10 1/2"18'-8 1/4"8" POURED CONC FDN WALL 2" LEDGE FOR CONCRETE SLAB 1'-8"x8"d FTG. w/(2)#4's CONT. 81'-0 1/2"2'-0"28'-0"19'-6"7'-1"3'-3"2'-10" 84'-11"OFFICE: (952) 746-7702 | CELL: (952) 994-6682E-MAIL: mikeb@behr-design.comSHEET NO.DATE:DRAWN BY: c 2024 BEHR DESIGN, INC.THIS DRAWING AND DESIGN LAYOUT IS PROTECTED UNDER STATE AND FEDERAL COPYRIGHT LAWS. IT MAY NOT BE REPRODUCED OR USED FOR ANY PURPOSE WITHOUT PRIOR WRITTEN CONSENT FROM BEHR DESIGN, INC.PROJECT FILE: BEHR DESIGN, INC. NOR ITS EMPLOYEES ASSUME ANY RESPONSIBILITY FOR VARIOUS CONSTRUCTION TECHNIQUES AND/OR QUALITY OF MATERIALS AND WORKMANSHIP. RESIDENTIAL DESIGNERS OR DRAFTSPERSONS ARE NOT ENGINEERS. BEHR DESIGN, INC. RECOMMENDS THAT A QUALIFIED, LICENSED STRUCTURAL ENGINEER BE RETAINED TO INSURE THE STRUCTURAL INTEGRITY OF ALL BUILDINGS. BEAMS AND STRUCTURAL MEMBERS SPECIFIED ON THESE PLANS ARE FOR BID PURPOSE ONLY AND SHOULD BE SIZED BY THE MANUFACTURERS ENGINEERING STAFF AND/OR A LICENSED ENGINEER. SIZES OF MATERIALS AND PRODUCTS SPECIFIED ON THESE PLANS REFLECT ACCEPTED INDUSTRY STANDARDS AND IN NO WAY INDICATE A SPECIFIC MANUFACTURER, UNLESS REQUESTED BY THE CLIENT. IN THE CASE OF DOORS AND WINDOWS, GENERIC SIZES ARE SPECIFIED UNLESS NOTED OTHERWISE AND IT IS ASSUMED THAT THE SUPPLIER WILL BID AND USE THE CLOSEST SIZE AVAILABLE. THE GENERAL CONTRACTOR AND/OR HOMEOWNER SHALL ASSUME FULL RESPONSIBILITY FOR THE CHECKING AND VERIFICATION OF DIMENSIONS, DETAILS, AND NOTES, AS WELL AS CONSTRUCTION TECHNIQUES, SPECIFICATIONS, STRUCTURAL AND/OR SAFETY REQUIREMENTS AND CONFORMITY TO ALL FEDERAL, STATE AND LOCAL BUILDING CODES, LAWS AND ORDINANCES. HOMES WHICH ARE TO BE CONSTRUCTED IN AREAS THAT ARE SUBJECT TO EXTRAORDINARY SEISMIC, WIND, SNOWFALL, COLD OR FLOOD ISSUES SHOULD BE ENGINEERED AND INSPECTED BY A CONSTRUCTION PROFESSIONAL FAMILIAR WITH THE PARTICULAR CONDITIONS OF THAT REGION. THESE PLANS SHALL REMAIN THE PROPERTY OF BEHR DESIGN, INC., SHALL NOT BE COPIED OR REPRODUCED WITHOUT THE WRITTEN CONSENT OF BEHR DESIGN, INC. OR THE CLIENT FOR WHICH THEY WERE PREPARED FOR.S1 Foundation PlanJoyce ResidenceLOT 7Lakeville, MNB.K.07/31/202424-CL 1/4" = 1'-0"S1 1FOUNDATION PLAN UFER Ground -Provide 20' Rebar in footing and stub up near electrical service panel. OFFICE: (952) 746-7702 | CELL: (952) 994-6682E-MAIL: mikeb@behr-design.comSHEET NO.DATE:DRAWN BY: c 2024 BEHR DESIGN, INC.THIS DRAWING AND DESIGN LAYOUT IS PROTECTED UNDER STATE AND FEDERAL COPYRIGHT LAWS. IT MAY NOT BE REPRODUCED OR USED FOR ANY PURPOSE WITHOUT PRIOR WRITTEN CONSENT FROM BEHR DESIGN, INC.PROJECT FILE: BEHR DESIGN, INC. NOR ITS EMPLOYEES ASSUME ANY RESPONSIBILITY FOR VARIOUS CONSTRUCTION TECHNIQUES AND/OR QUALITY OF MATERIALS AND WORKMANSHIP. RESIDENTIAL DESIGNERS OR DRAFTSPERSONS ARE NOT ENGINEERS. BEHR DESIGN, INC. RECOMMENDS THAT A QUALIFIED, LICENSED STRUCTURAL ENGINEER BE RETAINED TO INSURE THE STRUCTURAL INTEGRITY OF ALL BUILDINGS. BEAMS AND STRUCTURAL MEMBERS SPECIFIED ON THESE PLANS ARE FOR BID PURPOSE ONLY AND SHOULD BE SIZED BY THE MANUFACTURERS ENGINEERING STAFF AND/OR A LICENSED ENGINEER. SIZES OF MATERIALS AND PRODUCTS SPECIFIED ON THESE PLANS REFLECT ACCEPTED INDUSTRY STANDARDS AND IN NO WAY INDICATE A SPECIFIC MANUFACTURER, UNLESS REQUESTED BY THE CLIENT. IN THE CASE OF DOORS AND WINDOWS, GENERIC SIZES ARE SPECIFIED UNLESS NOTED OTHERWISE AND IT IS ASSUMED THAT THE SUPPLIER WILL BID AND USE THE CLOSEST SIZE AVAILABLE. THE GENERAL CONTRACTOR AND/OR HOMEOWNER SHALL ASSUME FULL RESPONSIBILITY FOR THE CHECKING AND VERIFICATION OF DIMENSIONS, DETAILS, AND NOTES, AS WELL AS CONSTRUCTION TECHNIQUES, SPECIFICATIONS, STRUCTURAL AND/OR SAFETY REQUIREMENTS AND CONFORMITY TO ALL FEDERAL, STATE AND LOCAL BUILDING CODES, LAWS AND ORDINANCES. HOMES WHICH ARE TO BE CONSTRUCTED IN AREAS THAT ARE SUBJECT TO EXTRAORDINARY SEISMIC, WIND, SNOWFALL, COLD OR FLOOD ISSUES SHOULD BE ENGINEERED AND INSPECTED BY A CONSTRUCTION PROFESSIONAL FAMILIAR WITH THE PARTICULAR CONDITIONS OF THAT REGION. THESE PLANS SHALL REMAIN THE PROPERTY OF BEHR DESIGN, INC., SHALL NOT BE COPIED OR REPRODUCED WITHOUT THE WRITTEN CONSENT OF BEHR DESIGN, INC. OR THE CLIENT FOR WHICH THEY WERE PREPARED FOR.S2 First Floor Framing PlanJoyce ResidenceLOT 7Lakeville, MNB.K.07/31/202424-CLSHEAR WALL PLAN NOTES: 1. RED HIGHLIGHTED WALLS REPRESENT LOCATION OF BRACED WALL: ENG1 = ENGINEERED SHEAR WALL. PROVIDE 1/2" APA RATED SHEATHING FASTENED w/ 8d NAILS AT 6" OC AT PANEL EDGES & 12" OC IN THE FIELD. ENG2 = ENGINEERED SHEAR WALL. PROVIDE 1/2" APA RATED SHEATHING FASTENED w/ 8d NAILS AT 4" OC AT PANEL EDGES & 12" OC IN THE FIELD. CS-WSP = CONTINUOUSLY SHEATHED SHEAR WALL w/ 1/2" APA RATED SHEATHING FASTENED w/ 8d NAILS AT 6" OC AT PANEL EDGES & 12" OC IN THE FIELD. CS-PF = CONTINUOUSLY SHEATHED PORTAL FRAME (SEE ATTACHED DETAIL. PROVIDE 1/2" APA RATED SHEATHING FASTENED w/ 8d NAILS AT 4" OC AT PANEL EDGES & 12" OC IN THE FIELD. GB = GYPSUM BOARD SHEATHING. PROVIDE 1/2" GYPSUM SHEATHING FASTENED w/ 6d COOLER NAILS AT 7" OC AT EDGES & IN THE FIELD. 2. WHERE WALLS HAVE BRACED PANELS THAT ARE CONTINUOUSLY SHEATHED, THE ENTIRE LENGTH OF WALL IS TO BE SHEATHED & NAILED PER BRACED WALL SCHEDULE FROM CORNER TO CORNER, INCLUDING ABOVE AND BELOW OPENINGS. 3. SEE SHEET S5 FOR SHEAR WALL DETAILS. HOLD-DOWN SCHEDULE: HD1 = SIMPSON MSTC40 FLOOR TO FLOOR STRAP w/ (20) 0.148x3 1/4" NAILS HD2 = SIMPSON HDU2-SDS2.5 w/ (2) BACKER STUDS & 5/8" DIA THREADED ROD DRILLED & EPOXIED 12" INTO CONCRETE FOUNDATION WALL w/ SIMPSON SET-3G EPOXY HD5 = SIMPSON HDU5-SDS2.5 w/ (2) BACKER STUDS & 5/8" DIA THREADED ROD DRILLED & EPOXIED 16" INTO CONCRETE FOUNDATION WALL w/ SIMPSON SET-3G EPOXY. PROVIDE #5 VERTICAL BAR IN CONCRETE WALL BELOW 8" EA SIDE OF HOLD-DOWN ANCHOR.3"FOOTING (SEE PLAN) CONC SLAB (SEE PLAN) CONC WALL (SEE PLAN) TRT'D 2x6 SILL PLATE w/ 1/2" DIA ANCHOR BOLTS AT 48" OC 2x8 LSL STUD WALL AT 16" OCWALL SHEATHING (SEE PLAN) 1/2" EXP MATERIAL SECTION 3/4" = 1'-0"A 2"3" CLR6"4' - 0"2' - 0"1' - 2"6'-0" x 14" CONT FTG w/ (9) #5 CONT2" CLR#5 TRANSVERSE AT 12" OC, BOTT #5 TRANSVERSE AT 16" OC, TOP #4 AT 16" OC EA WAY #5 AT 12" OC VERT & #4 AT 16" OC HORIZ #5 AT 16" OC 10" CONC WALL CONC SLAB (SEE PLAN) 2x6 STUD WALL AT 16" OC 2x6 TRT'D SILL PLATE w/ 1/2" DIA ANCHOR BOLTS AT 48" OC 16"16" 16" SECTION 3/4" = 1'-0"B 3"FOOTING (SEE PLAN) CONC SLAB (SEE PLAN) CONC WALL (SEE PLAN) TRT'D 2x6 SILL PLATE w/ 1/2" DIA ANCHOR BOLTS AT 48" OC 2x8 LSL STUD WALL AT 16" OC WALL SHEATHING (SEE PLAN) 1/2" EXP MATERIAL 3'-0"2'-0" MINSECTION 3/4" = 1'-0"C 48" CS-WSP48" CS-WSP 48" CS-WSP 48" CS-WSP 19'-2" ENG2SPORT COURTFAMILY ROOM 13'-2"23'-10"22'-0" 3068 3'-0"x5'-0" BUILT-IN T.V. 3'-7 7/8"3'-10 1/8"6'-7"5'-7 1/2"12'-10"23'-10 3/4"12'-6 3/4" 7'-9 1/4"6'-7"2X6 TIMBERSTRAND WALLS9 1/2"84'-11"19'-2" ENG248" CS-WSP48" CS-W HD5 HD5 10" CONCRETE WALL w/ #5 AT 12" OC VERT & #4 16" OC HORIZ (GARAGE SIDE) & #4 AT 16" OC EA WAY (SPORT COURT SIDE) 6'-0"x14" DEEP CONT FTG. (SEE DTL FOR REINFORCEMENT) 6'-0"x14" DEEP CONT FTG. (SEE DTL FOR REINFORCEMENT) 8" CONC WALL w/ #4 VERT AT 48" OC & (3) #4 HORIZ 8" CONC WALL w/ #4 VERT AT 48" OC & (2) #4 HORIZ 1'-8"x8" DP FTG w/ (2) #4 CONT 1'-8"x8" DP FTG w/ (2) #4 CONT 2x8 LSL STUD WALL AT 16" OC ABOVE (TYP. AT EXTERIOR SPORT COURT WALL) A B B B C 2'-0"x8" DP FTG w/ (2) #4 CONT AT LOOKOUT WALL UNEXCAVATED UNEXCAVATED (2) 2x10's(HDR)(2) 2x10's(HDR)20"d FLOOR TRUSSES@ 19.2" O.C.20"d FLOOR TRUSSES@ 19.2" O.C.20"d FLOOR TRUSSES@ 19.2" O.C.20"d FLOOR TRUSSES@ 19.2" O.C.1 A6 1 A7 BEARING WALL 2x6 BEARING WALL(2) 2x10's(HDR)(2) 13/4"x 91/2"d LVL (HDR)(2) 13/4"x117/8"d LVL (HDR) (2) 13/4"x 91/2"d LVL (HDR)(2) 13/4"x 91/2"d LVL (HDR) 2 A7 2x6 BEARING WALL OPEN TO MAIN LEVEL CLG GIRDER TRUSS 1/4" = 1'-0"S2 1MAIN FLR FRAMIMG PLAN CONCRETE WALL TO BE FULL HEIGHT UP TO FLOOR FRAMING ALONG FRONT OF HOUSE TO CORNER OF BATHROOM. LOOKOUT WALL BY OTHERS (2) 2x10's(HDR) (2) 2x10's(HDR)(2) 2x10's(HDR)(2) 2x10's(HDR)2X6 BRG WALL 2X6 BRG WALL ROOF TRUSSES@ 24" O.C. ROOF TRUSSES@ 24" O.C.ROOF TRUSSES@ 24" O.C.ROOF TRUSSES@ 24" O.C.18"d FLOOR TRUSSES@ 19.2" O.C.18"d FLOOR TRUSSES@ 19.2" O.C.18"d FLOOR TRUSSES@ 19.2" O.C.18"d FLOOR TRUSSES@ 19.2" O.C.18"d FLOOR TRUSSES@ 19.2" O.C.SCISSOR TRUSSES@ 24" O.C.ROOF TRUSSES@ 24" O.C.@ 24" O.C.CANT ABOVE CANT ABOVE CANT ABOVE(2) 2x10's(HDR)GIRDER TRUSSGIRDER TRUSSFLOOR ABOVEFLOOR ABOVE 2X6 TIMBERSTRAND WALLS 2X6 TIMBERSTRAND WALLS 1 A6 1 A7 31/2" POURED CONCRETE SLAB ON GRADE SCISSOR TRUSSES@ 24" O.C. VLTVLT(2) 13/4"x117/8"d LVL (HDR) (2) 13/4"x117/8"d LVL (HDR) (2) 13/4"x14"d LVL (HDR) (2) 13/4"x 91/2"d LVL (HDR) (2) 13/4"x 91/2"d LVL (HDR)(2) 13/4"x117/8"d LVL (HDR) (2) 2x12's(HDR)(2) 2x12's(HDR)(2) 2x12's(HDR) (2) 13/4"x117/8"d LVL (FL) MONO TRUSSES@ 24" O.C.(2) 2x10's(HDR)(2) 2x10's(HDR)(2) 2x10's(HDR)(2) 13/4"x 91/2"d LVL (HDR) 31/2" POURED CONCRETE SLAB ON GRADE 2 A7 SHADED AREA IS 13'-3" CLG HT 3 A7 2X6 TIMBERSTRAND WALLS (2) 13/4"x 18"d LVL (FL)(2) 2x10's(HDR)GIRDER TRUSS(2) 13/4"x117/8"d LVL (FL) (3) 13/4"x117/8"d LVL (FL) 2X6 BRG WALL 2X6 BRG WALLGIRDER TRUSS(2) 2x10's(FL) MONO TRUSSES HUNG OFF WALL @ 24" O.C. (2) 13/4"x 91/2"d LVL (HDR)(2) 13/4"x 91/2"d LVL (HDR)TRUSS MANUFACTURER TO DESIGN CANT. FLOOR TRUSSES TO HOLD PORCH & ROOF(2) 13/4"x 91/2"d LVL (FL)(2) 13/4"x 91/2"d LVL (FL)GIRDER TRUSS (2) 2x10's(HDR)(2) 2x10's(HDR)OFFICE: (952) 746-7702 | CELL: (952) 994-6682E-MAIL: mikeb@behr-design.comSHEET NO.DATE:DRAWN BY: c 2024 BEHR DESIGN, INC.THIS DRAWING AND DESIGN LAYOUT IS PROTECTED UNDER STATE AND FEDERAL COPYRIGHT LAWS. IT MAY NOT BE REPRODUCED OR USED FOR ANY PURPOSE WITHOUT PRIOR WRITTEN CONSENT FROM BEHR DESIGN, INC.PROJECT FILE: BEHR DESIGN, INC. NOR ITS EMPLOYEES ASSUME ANY RESPONSIBILITY FOR VARIOUS CONSTRUCTION TECHNIQUES AND/OR QUALITY OF MATERIALS AND WORKMANSHIP. RESIDENTIAL DESIGNERS OR DRAFTSPERSONS ARE NOT ENGINEERS. BEHR DESIGN, INC. RECOMMENDS THAT A QUALIFIED, LICENSED STRUCTURAL ENGINEER BE RETAINED TO INSURE THE STRUCTURAL INTEGRITY OF ALL BUILDINGS. BEAMS AND STRUCTURAL MEMBERS SPECIFIED ON THESE PLANS ARE FOR BID PURPOSE ONLY AND SHOULD BE SIZED BY THE MANUFACTURERS ENGINEERING STAFF AND/OR A LICENSED ENGINEER. SIZES OF MATERIALS AND PRODUCTS SPECIFIED ON THESE PLANS REFLECT ACCEPTED INDUSTRY STANDARDS AND IN NO WAY INDICATE A SPECIFIC MANUFACTURER, UNLESS REQUESTED BY THE CLIENT. IN THE CASE OF DOORS AND WINDOWS, GENERIC SIZES ARE SPECIFIED UNLESS NOTED OTHERWISE AND IT IS ASSUMED THAT THE SUPPLIER WILL BID AND USE THE CLOSEST SIZE AVAILABLE. THE GENERAL CONTRACTOR AND/OR HOMEOWNER SHALL ASSUME FULL RESPONSIBILITY FOR THE CHECKING AND VERIFICATION OF DIMENSIONS, DETAILS, AND NOTES, AS WELL AS CONSTRUCTION TECHNIQUES, SPECIFICATIONS, STRUCTURAL AND/OR SAFETY REQUIREMENTS AND CONFORMITY TO ALL FEDERAL, STATE AND LOCAL BUILDING CODES, LAWS AND ORDINANCES. HOMES WHICH ARE TO BE CONSTRUCTED IN AREAS THAT ARE SUBJECT TO EXTRAORDINARY SEISMIC, WIND, SNOWFALL, COLD OR FLOOD ISSUES SHOULD BE ENGINEERED AND INSPECTED BY A CONSTRUCTION PROFESSIONAL FAMILIAR WITH THE PARTICULAR CONDITIONS OF THAT REGION. THESE PLANS SHALL REMAIN THE PROPERTY OF BEHR DESIGN, INC., SHALL NOT BE COPIED OR REPRODUCED WITHOUT THE WRITTEN CONSENT OF BEHR DESIGN, INC. OR THE CLIENT FOR WHICH THEY WERE PREPARED FOR.S3 Second Floor FramingJoyce ResidenceLOT 7Lakeville, MNB.K.07/31/202424-CL 1/4" = 1'-0"S3 1UPPER FLR FRAMING PLAN BWPs Above BWPs Above BWPs Above SHEAR WALL PLAN NOTES: 1. RED HIGHLIGHTED WALLS REPRESENT LOCATION OF BRACED WALL: ENG1 = ENGINEERED SHEAR WALL. PROVIDE 1/2" APA RATED SHEATHING FASTENED w/ 8d NAILS AT 6" OC AT PANEL EDGES & 12" OC IN THE FIELD. ENG2 = ENGINEERED SHEAR WALL. PROVIDE 1/2" APA RATED SHEATHING FASTENED w/ 8d NAILS AT 4" OC AT PANEL EDGES & 12" OC IN THE FIELD. CS-WSP = CONTINUOUSLY SHEATHED SHEAR WALL w/ 1/2" APA RATED SHEATHING FASTENED w/ 8d NAILS AT 6" OC AT PANEL EDGES & 12" OC IN THE FIELD. CS-PF = CONTINUOUSLY SHEATHED PORTAL FRAME (SEE ATTACHED DETAIL. PROVIDE 1/2" APA RATED SHEATHING FASTENED w/ 8d NAILS AT 4" OC AT PANEL EDGES & 12" OC IN THE FIELD. GB = GYPSUM BOARD SHEATHING. PROVIDE 1/2" GYPSUM SHEATHING FASTENED w/ 6d COOLER NAILS AT 7" OC AT EDGES & IN THE FIELD. 2. WHERE WALLS HAVE BRACED PANELS THAT ARE CONTINUOUSLY SHEATHED, THE ENTIRE LENGTH OF WALL IS TO BE SHEATHED & NAILED PER BRACED WALL SCHEDULE FROM CORNER TO CORNER, INCLUDING ABOVE AND BELOW OPENINGS. 3. SEE SHEET S5 FOR SHEAR WALL DETAILS. HOLD-DOWN SCHEDULE: HD1 = SIMPSON MSTC40 FLOOR TO FLOOR STRAP w/ (20) 0.148x3 1/4" NAILS HD2 = SIMPSON HDU2-SDS2.5 w/ (2) BACKER STUDS & 5/8" DIA THREADED ROD DRILLED & EPOXIED 12" INTO CONCRETE FOUNDATION WALL w/ SIMPSON SET-3G EPOXY HD5 = SIMPSON HDU5-SDS2.5 w/ (2) BACKER STUDS & 5/8" DIA THREADED ROD DRILLED & EPOXIED 16" INTO CONCRETE FOUNDATION WALL w/ SIMPSON SET-3G EPOXY. PROVIDE #5 VERTICAL BAR IN CONCRETE WALL BELOW 8" EA SIDE OF HOLD-DOWN ANCHOR. CS-PFCS-PF CS-PF CS-PF Contractor to pour minimum of 12" high curb at overhead door jamb so top of portal frame header is not more than 10'-0" above bottom of stud wall sill plate. HD5 HD5 18'-10" ENG230" CS-WSP 40" CS-WSP 28" CS-WSP 28" CS-WSP 24" CS-PF (2)12" LVL MIN. FORPORTAL FRAME48" CS-WSP15'-6" CS-WSP36" CS-WSP48" CS-WSP 48" CS-WSP48" CS-WSP 19'-2" ENG2HD1 HD1 28" ENG42" ENG28" ENG42" ENG FASTEN CORNER STUDS TO BACKER STUDS OF HOLD-DOWN w/ 16d NAILS AT 16" O.C. PROVIDE SIMPSON MSTC40 STRAP w/ (52) 0.148x3-1/4" NAILS ABOVE AND BELOW WINDOW OPENINGS AT EA. SIDE. 12 STRAPS TOTAL ALONG THIS WALL. FASTEN CORNER STUDS TO BACKER STUDS OF HOLD-DOWN w/ 16d NAILS AT 16" O.C. MAXIMUM SHEAR WALL HIEGHT ASSUMED TO BE 17'-0"19'-8" ENG1HD2 HD2 32'-0" GB 48" GB 48" GB 110" ENG1110" ENG1WINDOWWINDOWWINDOW HEADERHEADERHEADER DBL SILL PLATEDBL SILL PLATEDBL SILL PLATE DBL BTM PLATEDBL BTM PLATEDBL BTM PLATE BLOCK SOLID FULL LENGTH OF WALL AT STRAP LOCATIONS SIMPSON MSTC40 STRAP (TYP.) ELEVATION 3/4" = 1'-0"D Verify loads with girder truss specs, may require removal of top plates at bearing due to crushing. ROOF TRUSSES@ 24" O.C. ROOF TRUSSES@ 24" O.C.ROOF TRUSSES@ 24" O.C.ROOF TRUSSES@ 24" O.C.ROOF TRUSSES@ 24" O.C.(2) 2x10's(HDR)(2) 2x10's(HDR)(2) 2x10's(HDR) 1 A6 1 A7 (2) 2x10's(HDR) (2) 13/4"x 91/2"d LVL (HDR) (2) 13/4"x 91/2"d LVL (HDR)(2) 13/4"x 91/2"d LVL (HDR)GIRDER TRUSS(2) 13/4"x117/8"d LVL (HDR) 3 A7GIRDER TRUSSGIRDER TRUSS GIRDER TRUSS OFFICE: (952) 746-7702 | CELL: (952) 994-6682E-MAIL: mikeb@behr-design.comSHEET NO.DATE:DRAWN BY: c 2024 BEHR DESIGN, INC.THIS DRAWING AND DESIGN LAYOUT IS PROTECTED UNDER STATE AND FEDERAL COPYRIGHT LAWS. IT MAY NOT BE REPRODUCED OR USED FOR ANY PURPOSE WITHOUT PRIOR WRITTEN CONSENT FROM BEHR DESIGN, INC.PROJECT FILE: BEHR DESIGN, INC. NOR ITS EMPLOYEES ASSUME ANY RESPONSIBILITY FOR VARIOUS CONSTRUCTION TECHNIQUES AND/OR QUALITY OF MATERIALS AND WORKMANSHIP. RESIDENTIAL DESIGNERS OR DRAFTSPERSONS ARE NOT ENGINEERS. BEHR DESIGN, INC. RECOMMENDS THAT A QUALIFIED, LICENSED STRUCTURAL ENGINEER BE RETAINED TO INSURE THE STRUCTURAL INTEGRITY OF ALL BUILDINGS. BEAMS AND STRUCTURAL MEMBERS SPECIFIED ON THESE PLANS ARE FOR BID PURPOSE ONLY AND SHOULD BE SIZED BY THE MANUFACTURERS ENGINEERING STAFF AND/OR A LICENSED ENGINEER. SIZES OF MATERIALS AND PRODUCTS SPECIFIED ON THESE PLANS REFLECT ACCEPTED INDUSTRY STANDARDS AND IN NO WAY INDICATE A SPECIFIC MANUFACTURER, UNLESS REQUESTED BY THE CLIENT. IN THE CASE OF DOORS AND WINDOWS, GENERIC SIZES ARE SPECIFIED UNLESS NOTED OTHERWISE AND IT IS ASSUMED THAT THE SUPPLIER WILL BID AND USE THE CLOSEST SIZE AVAILABLE. THE GENERAL CONTRACTOR AND/OR HOMEOWNER SHALL ASSUME FULL RESPONSIBILITY FOR THE CHECKING AND VERIFICATION OF DIMENSIONS, DETAILS, AND NOTES, AS WELL AS CONSTRUCTION TECHNIQUES, SPECIFICATIONS, STRUCTURAL AND/OR SAFETY REQUIREMENTS AND CONFORMITY TO ALL FEDERAL, STATE AND LOCAL BUILDING CODES, LAWS AND ORDINANCES. HOMES WHICH ARE TO BE CONSTRUCTED IN AREAS THAT ARE SUBJECT TO EXTRAORDINARY SEISMIC, WIND, SNOWFALL, COLD OR FLOOD ISSUES SHOULD BE ENGINEERED AND INSPECTED BY A CONSTRUCTION PROFESSIONAL FAMILIAR WITH THE PARTICULAR CONDITIONS OF THAT REGION. THESE PLANS SHALL REMAIN THE PROPERTY OF BEHR DESIGN, INC., SHALL NOT BE COPIED OR REPRODUCED WITHOUT THE WRITTEN CONSENT OF BEHR DESIGN, INC. OR THE CLIENT FOR WHICH THEY WERE PREPARED FOR.S4 Roof FramingJoyce ResidenceLOT 7Lakeville, MNB.K.07/31/202424-CL 1/4" = 1'-0"S4 1ROOF FRAMING PLAN SHEAR WALL PLAN NOTES: 1. RED HIGHLIGHTED WALLS REPRESENT LOCATION OF BRACED WALL: ENG1 = ENGINEERED SHEAR WALL. PROVIDE 1/2" APA RATED SHEATHING FASTENED w/ 8d NAILS AT 6" OC AT PANEL EDGES & 12" OC IN THE FIELD. ENG2 = ENGINEERED SHEAR WALL. PROVIDE 1/2" APA RATED SHEATHING FASTENED w/ 8d NAILS AT 4" OC AT PANEL EDGES & 12" OC IN THE FIELD. CS-WSP = CONTINUOUSLY SHEATHED SHEAR WALL w/ 1/2" APA RATED SHEATHING FASTENED w/ 8d NAILS AT 6" OC AT PANEL EDGES & 12" OC IN THE FIELD. CS-PF = CONTINUOUSLY SHEATHED PORTAL FRAME (SEE ATTACHED DETAIL. PROVIDE 1/2" APA RATED SHEATHING FASTENED w/ 8d NAILS AT 4" OC AT PANEL EDGES & 12" OC IN THE FIELD. GB = GYPSUM BOARD SHEATHING. PROVIDE 1/2" GYPSUM SHEATHING FASTENED w/ 6d COOLER NAILS AT 7" OC AT EDGES & IN THE FIELD. 2. WHERE WALLS HAVE BRACED PANELS THAT ARE CONTINUOUSLY SHEATHED, THE ENTIRE LENGTH OF WALL IS TO BE SHEATHED & NAILED PER BRACED WALL SCHEDULE FROM CORNER TO CORNER, INCLUDING ABOVE AND BELOW OPENINGS. 3. SEE SHEET S5 FOR SHEAR WALL DETAILS. HOLD-DOWN SCHEDULE: HD1 = SIMPSON MSTC40 FLOOR TO FLOOR STRAP w/ (20) 0.148x3 1/4" NAILS HD2 = SIMPSON HDU2-SDS2.5 w/ (2) BACKER STUDS & 5/8" DIA THREADED ROD DRILLED & EPOXIED 12" INTO CONCRETE FOUNDATION WALL w/ SIMPSON SET-3G EPOXY HD5 = SIMPSON HDU5-SDS2.5 w/ (2) BACKER STUDS & 5/8" DIA THREADED ROD DRILLED & EPOXIED 16" INTO CONCRETE FOUNDATION WALL w/ SIMPSON SET-3G EPOXY. PROVIDE #5 VERTICAL BAR IN CONCRETE WALL BELOW 8" EA SIDE OF HOLD-DOWN ANCHOR. 48" CS-WSP 48" CS-WSP 48" CS-WSP 48" CS-WSP 48" CS-WSP 48" CS-WSP 48" CS-WSP 48" CS-WSP 48" CS-WSP48" CS-WSP48" CS-WSP48" CS-WSP48" CS-WSP48" CS-WSP SPORT COURT EXERCISE MECH./STORAGE FAMILY ROOM RECREATION UNEXCAVATED UNEXCAVATED BEDROOM #3 BATHROOM 13'-2"23'-10"22'-0"25'-11"5'-6"10'-0"9 3/4"4'-4 1/2"7'-8"2'-5 1/2"12'-10 1/4"36" REF.3068 2868 30682668 246826683080 OPG50683'-0"x5'-0" (2W) 3'-0"x5'-0"3'-0"x5'-0" 6'-0"x8'-0" SLIDING DR 4'-0"x1'-10" VANITY BUILT-IN BUILT-IN 5'-0"x4'-0" TILE SHOWER 1 A6 1 A7 T.V. 3'-7 7/8"3'-10 1/8"6'-7"3'-9 7/8"4'-1 1/8"5'-3 1/2"7'-4 1/4"4'-0 3/4"9'-2 1/2"49'-6"22'-4 1/2"5'-7 1/2"12'-10"23'-10 3/4"12'-6 3/4"10'-8 3/4"5'-8"6'-6 1/4"4'-3 1/4"5'-3"3'-2 1/4" 13'-0"24'-0"13'-1 1/2"5'-9"13'-0"12'-2"3'-10 1/2" 18'-0 1/2"11'-4"5'-5" 9'-10 3/4"8'-1 3/4"51'-10"2'-4"43'-8"2'-0"3'-10"2'-0"7'-9 1/4"6'-7"20'-6 3/4"3'-10 1/2"9'-4 3/4"10'-5 1/4"4 1/2"4'-4 1/2"4'-1 1/2"3'-6 1/2"2'-5 1/2"12'-10 1/4"8'-5 1/4"4'-5 1/2"4'-5"5"4'-8"13'-9 1/4"B.I. CAB2X6 TIMBERSTRAND WALLSGLASS WALL BRG WALL 2X6 BRG WALL9 1/2"9 1/2"2 A7 1'-6 1/2"2'-4"2'-0"5'-6"16'-10 1/2"10'-5 1/4"4'-5 1/2"4'-5"3'-4 3/4"1'-8 1/4"11"12'-10 1/4"5'-5"2'-0"28'-0"19'-6"84'-11" 84'-11"OFFICE: (952) 746-7702 | CELL: (952) 994-6682E-MAIL: mikeb@behr-design.comSHEET NO.DATE:DRAWN BY: c 2024 BEHR DESIGN, INC.THIS DRAWING AND DESIGN LAYOUT IS PROTECTED UNDER STATE AND FEDERAL COPYRIGHT LAWS. IT MAY NOT BE REPRODUCED OR USED FOR ANY PURPOSE WITHOUT PRIOR WRITTEN CONSENT FROM BEHR DESIGN, INC.PROJECT FILE: BEHR DESIGN, INC. NOR ITS EMPLOYEES ASSUME ANY RESPONSIBILITY FOR VARIOUS CONSTRUCTION TECHNIQUES AND/OR QUALITY OF MATERIALS AND WORKMANSHIP. RESIDENTIAL DESIGNERS OR DRAFTSPERSONS ARE NOT ENGINEERS. BEHR DESIGN, INC. RECOMMENDS THAT A QUALIFIED, LICENSED STRUCTURAL ENGINEER BE RETAINED TO INSURE THE STRUCTURAL INTEGRITY OF ALL BUILDINGS. BEAMS AND STRUCTURAL MEMBERS SPECIFIED ON THESE PLANS ARE FOR BID PURPOSE ONLY AND SHOULD BE SIZED BY THE MANUFACTURERS ENGINEERING STAFF AND/OR A LICENSED ENGINEER. SIZES OF MATERIALS AND PRODUCTS SPECIFIED ON THESE PLANS REFLECT ACCEPTED INDUSTRY STANDARDS AND IN NO WAY INDICATE A SPECIFIC MANUFACTURER, UNLESS REQUESTED BY THE CLIENT. IN THE CASE OF DOORS AND WINDOWS, GENERIC SIZES ARE SPECIFIED UNLESS NOTED OTHERWISE AND IT IS ASSUMED THAT THE SUPPLIER WILL BID AND USE THE CLOSEST SIZE AVAILABLE. THE GENERAL CONTRACTOR AND/OR HOMEOWNER SHALL ASSUME FULL RESPONSIBILITY FOR THE CHECKING AND VERIFICATION OF DIMENSIONS, DETAILS, AND NOTES, AS WELL AS CONSTRUCTION TECHNIQUES, SPECIFICATIONS, STRUCTURAL AND/OR SAFETY REQUIREMENTS AND CONFORMITY TO ALL FEDERAL, STATE AND LOCAL BUILDING CODES, LAWS AND ORDINANCES. HOMES WHICH ARE TO BE CONSTRUCTED IN AREAS THAT ARE SUBJECT TO EXTRAORDINARY SEISMIC, WIND, SNOWFALL, COLD OR FLOOD ISSUES SHOULD BE ENGINEERED AND INSPECTED BY A CONSTRUCTION PROFESSIONAL FAMILIAR WITH THE PARTICULAR CONDITIONS OF THAT REGION. THESE PLANS SHALL REMAIN THE PROPERTY OF BEHR DESIGN, INC., SHALL NOT BE COPIED OR REPRODUCED WITHOUT THE WRITTEN CONSENT OF BEHR DESIGN, INC. OR THE CLIENT FOR WHICH THEY WERE PREPARED FOR.Joyce ResidenceLOT 7Lakeville, MNB.K.07/31/202424-CL19'-2" ENG2CONCRETE WALL TO BE FULL HEIGHT UP TO FLOOR FRAMING ALONG FRONT OF HOUSE TO CORNER OF BATHROOM 48" CS-WSP 48" CS-WSP 48" CS-WSP 48" CS-WSP HD5 HD5 SHEAR WALL PLAN NOTES: 1. RED HIGHLIGHTED WALLS REPRESENT LOCATION OF BRACED WALL: ENG1 = ENGINEERED SHEAR WALL. PROVIDE 1/2" APA RATED SHEATHING FASTENED w/ 8d NAILS AT 6" OC AT PANEL EDGES & 12" OC IN THE FIELD. ENG2 = ENGINEERED SHEAR WALL. PROVIDE 1/2" APA RATED SHEATHING FASTENED w/ 8d NAILS AT 4" OC AT PANEL EDGES & 12" OC IN THE FIELD. CS-WSP = CONTINUOUSLY SHEATHED SHEAR WALL w/ 1/2" APA RATED SHEATHING FASTENED w/ 8d NAILS AT 6" OC AT PANEL EDGES & 12" OC IN THE FIELD. CS-PF = CONTINUOUSLY SHEATHED PORTAL FRAME (SEE ATTACHED DETAIL. PROVIDE 1/2" APA RATED SHEATHING FASTENED w/ 8d NAILS AT 4" OC AT PANEL EDGES & 12" OC IN THE FIELD. GB = GYPSUM BOARD SHEATHING. PROVIDE 1/2" GYPSUM SHEATHING FASTENED w/ 6d COOLER NAILS AT 7" OC AT EDGES & IN THE FIELD. 2. WHERE WALLS HAVE BRACED PANELS THAT ARE CONTINUOUSLY SHEATHED, THE ENTIRE LENGTH OF WALL IS TO BE SHEATHED & NAILED PER BRACED WALL SCHEDULE FROM CORNER TO CORNER, INCLUDING ABOVE AND BELOW OPENINGS. 3. SEE SHEET S5 FOR SHEAR WALL DETAILS. HOLD-DOWN SCHEDULE: HD1 = SIMPSON MSTC40 FLOOR TO FLOOR STRAP w/ (20) 0.148x3 1/4" NAILS HD2 = SIMPSON HDU2-SDS2.5 w/ (2) BACKER STUDS & 5/8" DIA THREADED ROD DRILLED & EPOXIED 12" INTO CONCRETE FOUNDATION WALL w/ SIMPSON SET-3G EPOXY HD5 = SIMPSON HDU5-SDS2.5 w/ (2) BACKER STUDS & 5/8" DIA THREADED ROD DRILLED & EPOXIED 16" INTO CONCRETE FOUNDATION WALL w/ SIMPSON SET-3G EPOXY. PROVIDE #5 VERTICAL BAR IN CONCRETE WALL BELOW 8" EA SIDE OF HOLD-DOWN ANCHOR. 10" CONCRETE WALL w/ #5 AT 12" OC VERT & #4 16" OC HORIZ (GARAGE SIDE) & #4 AT 16" OC EA WAY (SPORT COURT SIDE) 6'-0"x14" DEEP CONT FTG. (SEE DTL FOR REINFORCEMENT) 6'-0"x14" DEEP CONT FTG. (SEE DTL FOR REINFORCEMENT) 8" CONC WALL w/ #4 VERT AT 48" OC & (3) #4 HORIZ 8" CONC WALL w/ #4 VERT AT 48" OC & (2) #4 HORIZ 1'-8"x8" DP FTG w/ (2) #4 CONT 1'-8"x8" DP FTG w/ (2) #4 CONT 2x8 LSL STUD WALL AT 16" OC ABOVE (TYP. AT EXTERIOR SPORT COURT WALL) A B B P1 BASEMENT BRACED WALL PLAN/ SPORT COURT FOUNDATION PLAN 1/4"=1'-0" S1 B C 2'-0"x8" DP FTG w/ (2) #4 CONT AT LOOKOUT WALL LOOKOUT WALL BY OTHERS I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED ARCHITECT UNDER THE LAWS OF THE STATE OF DATE:LIC. NO.: I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED ARCHITECT UNDER THE LAWS OF THE STATE OF DATE:LIC. NO.: PRINT NAME: SIGNATURE: PRINT NAME: SIGNATURE: I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED ARCHITECT UNDER THE LAWS OF THE STATE OF DATE:LIC. NO.:60507 BRANDON CLARKPRINT NAME: SIGNATURE: I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED ARCHITECT UNDER THE LAWS OF THE STATE OF DATE:LIC. NO.: PRINT NAME: SIGNATURE: I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED ARCHITECT UNDER THE LAWS OF THE STATE OF DATE:LIC. NO.: PRINT NAME: SIGNATURE: I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. DATE:LIC. NO.: PRINT NAME: SIGNATURE: 08/12/24 BRACED WALLS & SPORT COURT WALL DESIGN ONLY. FOUNDATION DESIGN AND WOOD FRAMING IS BY OTHERS. 22'-6 1/2"18'-4"11'-0"5'-9"3'-8"10'-0"9'-1 3/4"18'-10 1/4"2'-0"4'-0"12'-0"SPORT COURT GARAGE PWDR MUDRM OFFICE PANTRY LIVING ROOM DINING KITCHEN FOYER CANT ABOVE CANT ABOVE36" REF./FRZRBENCH W/STORAGE ABOVEBENCH W/STORAGE ABOVE4'-0"8'-0"4'-2"4'-7"36" GAS RANGE/OVEN9'-0"x12'-0" OVERHEAD DOOR 9'-0"x10'-0" OVERHEAD DOOR 18'-0"x10'-0" OVERHEAD DOOR 2868 2868 2468206830805068 24682X6 WALL 2X6 WALL8" WALL1'-9"85" T.V.GAS F.P.BUILT-INSBUILT-INS13'-0"24'-0"22'-0"26'-1" 2'-6"x4'-0" 3'-0"x6'-0" (2W)3'-0"x5'-0" (2W)2'-6"x4'-0" 2'-6"x4'-0" 2'-6"x4'-0" 2'-6"x4'-0" (2W) 3'-0"x6'-0" 3'-0"x6'-0" 6'-0"x6'-0" 4'-0"x4'-0" 4'-0"x4'-0" 4'-0"x4'-0" 2'-6"x4'-0" (2W) 30803'-0"x6'-0" (3W) 2'-0"x8'-0" SD LT 2'-0"x8'-0" SD LT 9'-0" X 8'-0" SLIDING DR UNIT MECH. CHASE DW 2X6 TIMBERSTRAND WALLS 2X6 TIMBERSTRAND WALLS 2X6 TIMBERSTRAND WALLS1 A6 1 A7 VLTVLTFLOOR ABOVEFLOOR ABOVE 4'-6"7'-6"7'-6"4'-6"6'-3"4'-9 1/2"4'-9 1/2"6'-2"6'-5 3/4"10'-2 3/4"9'-4 1/2"2'-0"47'-8"2'-0"9'-0"2'-0"3'-0"18'-0"3'-0"1'-9"9'-0"2'-3"3'-9 3/4"2'-2 1/2"3'-6 1/4"2'-10"2'-9 1/2"3'-2"5'-6"5'-6"2'-6"3'-3"5'-8"4'-3"14'-7 1/4"3'-4 3/4"5'-9"5'-0"5'-0"5'-5 1/2"22'-6 1/2"6'-2 3/4"8'-8"6'-2 1/4"1'-10 1/2"6'-8 1/4"2'-1 1/4"6'-3"5'-8"2'-6 3/4"4'-0"2'-11"6'-7 1/4"3'-1 3/4"7'-9 1/2"2'-10 1/4"1'-7"16'-0"1'-3 1/4"8'-9 1/2"2'-7 1/2"5'-8 3/4"2'-1 1/4"18'-10 1/4"8'-10 1/2"10'-3 1/4"2X6 TIMBERSTRAND WALLSDROPPED BEAMDROPPED BEAM DROPPED BEAM1'-0"4'-10"13'-0"12'-2 1/2" 2 A7 SHADED AREA IS 13'-3" CLG HT 3 A7 1'-0" FUTURE PORCH 2'-0"2'-0"2'-4"5'-8"2'-0"2'-4"2x6 BRG WALL 13'-0"9'-0 3/4"9'-9 1/2"7'-10 3/4"8'-7 1/4" UP DN19'-8"28'-0"13'-0"24'-0 1/2"24'-1"13'-0"24'-0"13'-0" 22'-11"14'-0"14'-0"2'-7 1/8"6'-1 3/8"4'-3 1/2" 85'-1"OFFICE: (952) 746-7702 | CELL: (952) 994-6682E-MAIL: mikeb@behr-design.comSHEET NO.DATE:DRAWN BY: c 2024 BEHR DESIGN, INC.THIS DRAWING AND DESIGN LAYOUT IS PROTECTED UNDER STATE AND FEDERAL COPYRIGHT LAWS. IT MAY NOT BE REPRODUCED OR USED FOR ANY PURPOSE WITHOUT PRIOR WRITTEN CONSENT FROM BEHR DESIGN, INC.PROJECT FILE: BEHR DESIGN, INC. NOR ITS EMPLOYEES ASSUME ANY RESPONSIBILITY FOR VARIOUS CONSTRUCTION TECHNIQUES AND/OR QUALITY OF MATERIALS AND WORKMANSHIP. RESIDENTIAL DESIGNERS OR DRAFTSPERSONS ARE NOT ENGINEERS. BEHR DESIGN, INC. RECOMMENDS THAT A QUALIFIED, LICENSED STRUCTURAL ENGINEER BE RETAINED TO INSURE THE STRUCTURAL INTEGRITY OF ALL BUILDINGS. BEAMS AND STRUCTURAL MEMBERS SPECIFIED ON THESE PLANS ARE FOR BID PURPOSE ONLY AND SHOULD BE SIZED BY THE MANUFACTURERS ENGINEERING STAFF AND/OR A LICENSED ENGINEER. SIZES OF MATERIALS AND PRODUCTS SPECIFIED ON THESE PLANS REFLECT ACCEPTED INDUSTRY STANDARDS AND IN NO WAY INDICATE A SPECIFIC MANUFACTURER, UNLESS REQUESTED BY THE CLIENT. IN THE CASE OF DOORS AND WINDOWS, GENERIC SIZES ARE SPECIFIED UNLESS NOTED OTHERWISE AND IT IS ASSUMED THAT THE SUPPLIER WILL BID AND USE THE CLOSEST SIZE AVAILABLE. THE GENERAL CONTRACTOR AND/OR HOMEOWNER SHALL ASSUME FULL RESPONSIBILITY FOR THE CHECKING AND VERIFICATION OF DIMENSIONS, DETAILS, AND NOTES, AS WELL AS CONSTRUCTION TECHNIQUES, SPECIFICATIONS, STRUCTURAL AND/OR SAFETY REQUIREMENTS AND CONFORMITY TO ALL FEDERAL, STATE AND LOCAL BUILDING CODES, LAWS AND ORDINANCES. HOMES WHICH ARE TO BE CONSTRUCTED IN AREAS THAT ARE SUBJECT TO EXTRAORDINARY SEISMIC, WIND, SNOWFALL, COLD OR FLOOD ISSUES SHOULD BE ENGINEERED AND INSPECTED BY A CONSTRUCTION PROFESSIONAL FAMILIAR WITH THE PARTICULAR CONDITIONS OF THAT REGION. THESE PLANS SHALL REMAIN THE PROPERTY OF BEHR DESIGN, INC., SHALL NOT BE COPIED OR REPRODUCED WITHOUT THE WRITTEN CONSENT OF BEHR DESIGN, INC. OR THE CLIENT FOR WHICH THEY WERE PREPARED FOR.Joyce ResidenceLOT 7Lakeville, MNB.K.07/31/202424-CL110" ENG1110" ENG119'-8" ENG119'-2" ENG218'-10" ENG236" CS-WSP15'-6" CS-WSP48" CS-WSP24" CS-PF(2) 2x12 HDR MIN FOR PORTAL FRAME 28" ENG 48" CS-WSP 48" CS-WSP 48" CS-WSP 32'-0" GB 48" GB48" GB 36" CS-PF36" CS-PF CONTRACTOR TO POUR MINIMUM OF 12" HIGH CURB AT OVERHEAD DOOR JAMB SO TOP OF PORTAL FRAME HEADER IS NOT MORE THAN 10'-0" ABOVE BOTTOM OF STUD WALL SILL PLATE 20" CS-PF 20" CS-PF 30" CS-WSP 40" CS-WSP 28" CS-WSP 28" CS-WSP (2) 2x12 HDR MIN FOR PORTAL FRAME (2) 2x12 HDR MIN FOR PORTAL FRAME 28" ENG42" ENG42" ENG HD2 HD2 HD1 HD1 HD5 HD5 SHEAR WALL PLAN NOTES: 1. RED HIGHLIGHTED WALLS REPRESENT LOCATION OF BRACED WALL: ENG1 = ENGINEERED SHEAR WALL. PROVIDE 1/2" APA RATED SHEATHING FASTENED w/ 8d NAILS AT 6" OC AT PANEL EDGES & 12" OC IN THE FIELD. ENG2 = ENGINEERED SHEAR WALL. PROVIDE 1/2" APA RATED SHEATHING FASTENED w/ 8d NAILS AT 4" OC AT PANEL EDGES & 12" OC IN THE FIELD. CS-WSP = CONTINUOUSLY SHEATHED SHEAR WALL w/ 1/2" APA RATED SHEATHING FASTENED w/ 8d NAILS AT 6" OC AT PANEL EDGES & 12" OC IN THE FIELD. CS-PF = CONTINUOUSLY SHEATHED PORTAL FRAME (SEE ATTACHED DETAIL. PROVIDE 1/2" APA RATED SHEATHING FASTENED w/ 8d NAILS AT 4" OC AT PANEL EDGES & 12" OC IN THE FIELD. GB = GYPSUM BOARD SHEATHING. PROVIDE 1/2" GYPSUM SHEATHING FASTENED w/ 6d COOLER NAILS AT 7" OC AT EDGES & IN THE FIELD. 2. WHERE WALLS HAVE BRACED PANELS THAT ARE CONTINUOUSLY SHEATHED, THE ENTIRE LENGTH OF WALL IS TO BE SHEATHED & NAILED PER BRACED WALL SCHEDULE FROM CORNER TO CORNER, INCLUDING ABOVE AND BELOW OPENINGS. 3. SEE SHEET S5 FOR SHEAR WALL DETAILS. HOLD-DOWN SCHEDULE: HD1 = SIMPSON MSTC40 FLOOR TO FLOOR STRAP w/ (20) 0.148x3 1/4" NAILS HD2 = SIMPSON HDU2-SDS2.5 w/ (2) BACKER STUDS & 5/8" DIA THREADED ROD DRILLED & EPOXIED 12" INTO CONCRETE FOUNDATION WALL w/ SIMPSON SET-3G EPOXY HD5 = SIMPSON HDU5-SDS2.5 w/ (2) BACKER STUDS & 5/8" DIA THREADED ROD DRILLED & EPOXIED 16" INTO CONCRETE FOUNDATION WALL w/ SIMPSON SET-3G EPOXY. PROVIDE #5 VERTICAL BAR IN CONCRETE WALL BELOW 8" EA SIDE OF HOLD-DOWN ANCHOR. MAXIMUM SHEAR WALL HEIGHT ASSUMED TO BE 17'-0". FASTEN CORNER STUDS TO BACKER STUDS OF HOLD-DOWN w/ 16d NAILS AT 16" OC FASTEN CORNER STUDS TO BACKER STUDS OF HOLD-DOWN w/ 16d NAILS AT 16" OC PROVIDE SIMPSON MSTC40 STRAP w/ (52) 0.148x3 1/4" NAILS ABOVE & BELOW WINDOWS OPNGS AT EA SIDE. 12 STRAPS TOTAL ALONG THIS WALL D P2 MAIN FLOOR BRACED WALL PLAN 1/4"=1'-0" S2 I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED ARCHITECT UNDER THE LAWS OF THE STATE OF DATE:LIC. NO.: I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED ARCHITECT UNDER THE LAWS OF THE STATE OF DATE:LIC. NO.: PRINT NAME: SIGNATURE: PRINT NAME: SIGNATURE: I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED ARCHITECT UNDER THE LAWS OF THE STATE OF DATE:LIC. NO.:60507 BRANDON CLARKPRINT NAME: SIGNATURE: I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED ARCHITECT UNDER THE LAWS OF THE STATE OF DATE:LIC. NO.: PRINT NAME: SIGNATURE: I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED ARCHITECT UNDER THE LAWS OF THE STATE OF DATE:LIC. NO.: PRINT NAME: SIGNATURE: I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. DATE:LIC. NO.: PRINT NAME: SIGNATURE: 08/12/24 BRACED WALLS & SPORT COURT WALL DESIGN ONLY. FOUNDATION DESIGN AND WOOD FRAMING IS BY OTHERS. O. BATH BEDROOM #2 BEDROOM #1 J&J BATH LAUNDRY LOFT 13'-0"7'-8 3/4"9'-4 3/4"14'-6"4'-0"12'-8 3/4"4'-8"5'-6 1/2"5'-0 3/4"12'-0"13'-5 1/4"16'-4 1/2"5'-4 1/2"13'-5 1/4"4'-0"3'-0"10'-4 3/4"22'-7 1/4"NICHEBUILT-INS5'-0"x5'-0"3'-0"x5'-0" (3W)3'-0"x5'-0" (2W)3'-0"x5'-0" 3'-0"x5'-0" 3'-0"x5'-0" (2W) 5'-0"x2'-0" 1'-8"x4'-0" (2W)266826682468 2468 26682468 2868 6068 2668 P.D. 24682668 P.D.5080 OPG 266826682468 2668 OPG9'-7"x1'-10" VANITY 4'-2"x1'-10" VANITY 4'-3"x1'-10" VANITY 8" WALL2X6 WALL 2X6 WALL2X6 WALL 2X6 WALL2X6 WALL72"x36" FREESTANDING TUB 6'-7"x5'-0" TILE SHOWER 60"x30"TUB/SHOWER W. D. 1 A6 1 A7 LINENBENCH2668 48'-7 1/2"40'-0"48'-7 1/2"40'-0"9'-8"3'-9 1/4"8'-2 3/4"8'-1 3/4"5'-4 1/2"6'-5 1/4"7'-0"8'-1 1/2"3'-10 1/2"5'-0 3/4"5'-6 1/2"4'-8"2'-8 1/4"10'-0 1/2"6'-6"6'-6"3'-11 3/4"2'-1 1/2"1'-7 1/2"9'-4 3/4"7'-3"7'-3"10'-3 3/4"3'-0 1/2"5'-4 1/2"3'-10 1/2"10'-4 3/4"7'-3 3/4"6'-2 1/4"7'-2 3/4"9'-2 1/4"10'-1 1/4"8'-7 1/4"14'-11 1/4"8'-0"4'-8 1/2"4'-0"4'-4 1/4"13'-4 1/4"7'-4 1/2"4'-8 1/2"5'-0 1/2"9'-6 1/2"4'-7 1/4"6'-8 3/4"6'-0"2'-2 1/2"2'-5 1/2"5'-6 1/2"5'-0 3/4"O. BEDROOM 2 A7 3 A7 DN1'-3 3/4"5'-0"1'-3 3/4"7'-3 3/4"6'-2 1/4"7'-2 3/4"9'-2 1/4"5'-10"4'-3 1/4"8'-7 1/4"OFFICE: (952) 746-7702 | CELL: (952) 994-6682E-MAIL: mikeb@behr-design.comSHEET NO.DATE:DRAWN BY: c 2024 BEHR DESIGN, INC.THIS DRAWING AND DESIGN LAYOUT IS PROTECTED UNDER STATE AND FEDERAL COPYRIGHT LAWS. IT MAY NOT BE REPRODUCED OR USED FOR ANY PURPOSE WITHOUT PRIOR WRITTEN CONSENT FROM BEHR DESIGN, INC.PROJECT FILE: BEHR DESIGN, INC. NOR ITS EMPLOYEES ASSUME ANY RESPONSIBILITY FOR VARIOUS CONSTRUCTION TECHNIQUES AND/OR QUALITY OF MATERIALS AND WORKMANSHIP. RESIDENTIAL DESIGNERS OR DRAFTSPERSONS ARE NOT ENGINEERS. BEHR DESIGN, INC. RECOMMENDS THAT A QUALIFIED, LICENSED STRUCTURAL ENGINEER BE RETAINED TO INSURE THE STRUCTURAL INTEGRITY OF ALL BUILDINGS. BEAMS AND STRUCTURAL MEMBERS SPECIFIED ON THESE PLANS ARE FOR BID PURPOSE ONLY AND SHOULD BE SIZED BY THE MANUFACTURERS ENGINEERING STAFF AND/OR A LICENSED ENGINEER. SIZES OF MATERIALS AND PRODUCTS SPECIFIED ON THESE PLANS REFLECT ACCEPTED INDUSTRY STANDARDS AND IN NO WAY INDICATE A SPECIFIC MANUFACTURER, UNLESS REQUESTED BY THE CLIENT. IN THE CASE OF DOORS AND WINDOWS, GENERIC SIZES ARE SPECIFIED UNLESS NOTED OTHERWISE AND IT IS ASSUMED THAT THE SUPPLIER WILL BID AND USE THE CLOSEST SIZE AVAILABLE. THE GENERAL CONTRACTOR AND/OR HOMEOWNER SHALL ASSUME FULL RESPONSIBILITY FOR THE CHECKING AND VERIFICATION OF DIMENSIONS, DETAILS, AND NOTES, AS WELL AS CONSTRUCTION TECHNIQUES, SPECIFICATIONS, STRUCTURAL AND/OR SAFETY REQUIREMENTS AND CONFORMITY TO ALL FEDERAL, STATE AND LOCAL BUILDING CODES, LAWS AND ORDINANCES. HOMES WHICH ARE TO BE CONSTRUCTED IN AREAS THAT ARE SUBJECT TO EXTRAORDINARY SEISMIC, WIND, SNOWFALL, COLD OR FLOOD ISSUES SHOULD BE ENGINEERED AND INSPECTED BY A CONSTRUCTION PROFESSIONAL FAMILIAR WITH THE PARTICULAR CONDITIONS OF THAT REGION. THESE PLANS SHALL REMAIN THE PROPERTY OF BEHR DESIGN, INC., SHALL NOT BE COPIED OR REPRODUCED WITHOUT THE WRITTEN CONSENT OF BEHR DESIGN, INC. OR THE CLIENT FOR WHICH THEY WERE PREPARED FOR.Joyce ResidenceLOT 7Lakeville, MNB.K.07/31/202424-CL48" CS-WSP 48" CS-WSP 48" CS-WSP 48" CS-WSP 48" CS-WSP48" CS-WSP 48" CS-WSP 48" CS-WSP 48" CS-WSP48" CS-WSP48" CS-WSP48" CS-WSP48" CS-WSP48" CS-WSPSHEAR WALL PLAN NOTES: 1. RED HIGHLIGHTED WALLS REPRESENT LOCATION OF BRACED WALL: ENG1 = ENGINEERED SHEAR WALL. PROVIDE 1/2" APA RATED SHEATHING FASTENED w/ 8d NAILS AT 6" OC AT PANEL EDGES & 12" OC IN THE FIELD. ENG2 = ENGINEERED SHEAR WALL. PROVIDE 1/2" APA RATED SHEATHING FASTENED w/ 8d NAILS AT 4" OC AT PANEL EDGES & 12" OC IN THE FIELD. CS-WSP = CONTINUOUSLY SHEATHED SHEAR WALL w/ 1/2" APA RATED SHEATHING FASTENED w/ 8d NAILS AT 6" OC AT PANEL EDGES & 12" OC IN THE FIELD. CS-PF = CONTINUOUSLY SHEATHED PORTAL FRAME (SEE ATTACHED DETAIL. PROVIDE 1/2" APA RATED SHEATHING FASTENED w/ 8d NAILS AT 4" OC AT PANEL EDGES & 12" OC IN THE FIELD. GB = GYPSUM BOARD SHEATHING. PROVIDE 1/2" GYPSUM SHEATHING FASTENED w/ 6d COOLER NAILS AT 7" OC AT EDGES & IN THE FIELD. 2. WHERE WALLS HAVE BRACED PANELS THAT ARE CONTINUOUSLY SHEATHED, THE ENTIRE LENGTH OF WALL IS TO BE SHEATHED & NAILED PER BRACED WALL SCHEDULE FROM CORNER TO CORNER, INCLUDING ABOVE AND BELOW OPENINGS. 3. SEE SHEET S5 FOR SHEAR WALL DETAILS. HOLD-DOWN SCHEDULE: HD1 = SIMPSON MSTC40 FLOOR TO FLOOR STRAP w/ (20) 0.148x3 1/4" NAILS HD2 = SIMPSON HDU2-SDS2.5 w/ (2) BACKER STUDS & 5/8" DIA THREADED ROD DRILLED & EPOXIED 12" INTO CONCRETE FOUNDATION WALL w/ SIMPSON SET-3G EPOXY HD5 = SIMPSON HDU5-SDS2.5 w/ (2) BACKER STUDS & 5/8" DIA THREADED ROD DRILLED & EPOXIED 16" INTO CONCRETE FOUNDATION WALL w/ SIMPSON SET-3G EPOXY. PROVIDE #5 VERTICAL BAR IN CONCRETE WALL BELOW 8" EA SIDE OF HOLD-DOWN ANCHOR. P3UPPER FLOOR BRACED WALL PLAN 1/4"=1'-0" S3 I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED ARCHITECT UNDER THE LAWS OF THE STATE OF DATE:LIC. NO.: I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED ARCHITECT UNDER THE LAWS OF THE STATE OF DATE:LIC. NO.: PRINT NAME: SIGNATURE: PRINT NAME: SIGNATURE: I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED ARCHITECT UNDER THE LAWS OF THE STATE OF DATE:LIC. NO.:60507 BRANDON CLARKPRINT NAME: SIGNATURE: I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED ARCHITECT UNDER THE LAWS OF THE STATE OF DATE:LIC. NO.: PRINT NAME: SIGNATURE: I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED ARCHITECT UNDER THE LAWS OF THE STATE OF DATE:LIC. NO.: PRINT NAME: SIGNATURE: I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. DATE:LIC. NO.: PRINT NAME: SIGNATURE: 08/12/24 BRACED WALLS & SPORT COURT WALL DESIGN ONLY. FOUNDATION DESIGN AND WOOD FRAMING IS BY OTHERS. OFFICE: (952) 746-7702 | CELL: (952) 994-6682E-MAIL: mikeb@behr-design.comSHEET NO.DATE:DRAWN BY: c 2024 BEHR DESIGN, INC.THIS DRAWING AND DESIGN LAYOUT IS PROTECTED UNDER STATE AND FEDERAL COPYRIGHT LAWS. IT MAY NOT BE REPRODUCED OR USED FOR ANY PURPOSE WITHOUT PRIOR WRITTEN CONSENT FROM BEHR DESIGN, INC.PROJECT FILE: BEHR DESIGN, INC. NOR ITS EMPLOYEES ASSUME ANY RESPONSIBILITY FOR VARIOUS CONSTRUCTION TECHNIQUES AND/OR QUALITY OF MATERIALS AND WORKMANSHIP. RESIDENTIAL DESIGNERS OR DRAFTSPERSONS ARE NOT ENGINEERS. BEHR DESIGN, INC. RECOMMENDS THAT A QUALIFIED, LICENSED STRUCTURAL ENGINEER BE RETAINED TO INSURE THE STRUCTURAL INTEGRITY OF ALL BUILDINGS. BEAMS AND STRUCTURAL MEMBERS SPECIFIED ON THESE PLANS ARE FOR BID PURPOSE ONLY AND SHOULD BE SIZED BY THE MANUFACTURERS ENGINEERING STAFF AND/OR A LICENSED ENGINEER. SIZES OF MATERIALS AND PRODUCTS SPECIFIED ON THESE PLANS REFLECT ACCEPTED INDUSTRY STANDARDS AND IN NO WAY INDICATE A SPECIFIC MANUFACTURER, UNLESS REQUESTED BY THE CLIENT. IN THE CASE OF DOORS AND WINDOWS, GENERIC SIZES ARE SPECIFIED UNLESS NOTED OTHERWISE AND IT IS ASSUMED THAT THE SUPPLIER WILL BID AND USE THE CLOSEST SIZE AVAILABLE. THE GENERAL CONTRACTOR AND/OR HOMEOWNER SHALL ASSUME FULL RESPONSIBILITY FOR THE CHECKING AND VERIFICATION OF DIMENSIONS, DETAILS, AND NOTES, AS WELL AS CONSTRUCTION TECHNIQUES, SPECIFICATIONS, STRUCTURAL AND/OR SAFETY REQUIREMENTS AND CONFORMITY TO ALL FEDERAL, STATE AND LOCAL BUILDING CODES, LAWS AND ORDINANCES. HOMES WHICH ARE TO BE CONSTRUCTED IN AREAS THAT ARE SUBJECT TO EXTRAORDINARY SEISMIC, WIND, SNOWFALL, COLD OR FLOOD ISSUES SHOULD BE ENGINEERED AND INSPECTED BY A CONSTRUCTION PROFESSIONAL FAMILIAR WITH THE PARTICULAR CONDITIONS OF THAT REGION. THESE PLANS SHALL REMAIN THE PROPERTY OF BEHR DESIGN, INC., SHALL NOT BE COPIED OR REPRODUCED WITHOUT THE WRITTEN CONSENT OF BEHR DESIGN, INC. OR THE CLIENT FOR WHICH THEY WERE PREPARED FOR.Joyce ResidenceLOT 7Lakeville, MNB.K.07/31/202424-CLS43"FOOTING (SEE PLAN) CONC SLAB (SEE PLAN) CONC WALL (SEE PLAN) TRT'D 2x6 SILL PLATE w/ 1/2" DIA ANCHOR BOLTS AT 48" OC 2x8 LSL STUD WALL AT 16" OCWALL SHEATHING (SEE PLAN) 1/2" EXP MATERIAL SECTION 3/4" = 1'-0"A 2"3" CLR6"4' - 0"2' - 0"1' - 2"6'-0" x 14" CONT FTG w/ (9) #5 CONT2" CLR#5 TRANSVERSE AT 12" OC, BOTT #5 TRANSVERSE AT 16" OC, TOP #4 AT 16" OC EA WAY #5 AT 12" OC VERT & #4 AT 16" OC HORIZ #5 AT 16" OC 10" CONC WALL CONC SLAB (SEE PLAN) 2x6 STUD WALL AT 16" OC 2x6 TRT'D SILL PLATE w/ 1/2" DIA ANCHOR BOLTS AT 48" OC 16" 16" 16" SECTION 3/4" = 1'-0"B 3"FOOTING (SEE PLAN) CONC SLAB (SEE PLAN) CONC WALL (SEE PLAN) TRT'D 2x6 SILL PLATE w/ 1/2" DIA ANCHOR BOLTS AT 48" OC 2x8 LSL STUD WALL AT 16" OC WALL SHEATHING (SEE PLAN) 1/2" EXP MATERIAL 3'-0"2'-0" MINWINDOWWINDOWWINDOW HEADERHEADERHEADER DBL SILL PLATEDBL SILL PLATEDBL SILL PLATE DBL BTM PLATEDBL BTM PLATEDBL BTM PLATE BLOCK SOLID FULL LENGTH OF WALL AT STRAP LOCATIONS SIMPSON MSTC40 STRAP (TYP.) SECTION 3/4" = 1'-0"C ELEVATION 3/4" = 1'-0"D I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED ARCHITECT UNDER THE LAWS OF THE STATE OF DATE:LIC. NO.: I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED ARCHITECT UNDER THE LAWS OF THE STATE OF DATE:LIC. NO.: PRINT NAME: SIGNATURE: PRINT NAME: SIGNATURE: I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED ARCHITECT UNDER THE LAWS OF THE STATE OF DATE:LIC. NO.:60507 BRANDON CLARKPRINT NAME: SIGNATURE: I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED ARCHITECT UNDER THE LAWS OF THE STATE OF DATE:LIC. NO.: PRINT NAME: SIGNATURE: I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED ARCHITECT UNDER THE LAWS OF THE STATE OF DATE:LIC. NO.: PRINT NAME: SIGNATURE: I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. DATE:LIC. NO.: PRINT NAME: SIGNATURE: 08/12/24 BRACED WALLS & SPORT COURT WALL DESIGN ONLY. FOUNDATION DESIGN AND WOOD FRAMING IS BY OTHERS. OFFICE: (952) 746-7702 | CELL: (952) 994-6682E-MAIL: mikeb@behr-design.comSHEET NO.DATE:DRAWN BY: c 2024 BEHR DESIGN, INC.THIS DRAWING AND DESIGN LAYOUT IS PROTECTED UNDER STATE AND FEDERAL COPYRIGHT LAWS. IT MAY NOT BE REPRODUCED OR USED FOR ANY PURPOSE WITHOUT PRIOR WRITTEN CONSENT FROM BEHR DESIGN, INC.PROJECT FILE: BEHR DESIGN, INC. NOR ITS EMPLOYEES ASSUME ANY RESPONSIBILITY FOR VARIOUS CONSTRUCTION TECHNIQUES AND/OR QUALITY OF MATERIALS AND WORKMANSHIP. RESIDENTIAL DESIGNERS OR DRAFTSPERSONS ARE NOT ENGINEERS. BEHR DESIGN, INC. RECOMMENDS THAT A QUALIFIED, LICENSED STRUCTURAL ENGINEER BE RETAINED TO INSURE THE STRUCTURAL INTEGRITY OF ALL BUILDINGS. BEAMS AND STRUCTURAL MEMBERS SPECIFIED ON THESE PLANS ARE FOR BID PURPOSE ONLY AND SHOULD BE SIZED BY THE MANUFACTURERS ENGINEERING STAFF AND/OR A LICENSED ENGINEER. SIZES OF MATERIALS AND PRODUCTS SPECIFIED ON THESE PLANS REFLECT ACCEPTED INDUSTRY STANDARDS AND IN NO WAY INDICATE A SPECIFIC MANUFACTURER, UNLESS REQUESTED BY THE CLIENT. IN THE CASE OF DOORS AND WINDOWS, GENERIC SIZES ARE SPECIFIED UNLESS NOTED OTHERWISE AND IT IS ASSUMED THAT THE SUPPLIER WILL BID AND USE THE CLOSEST SIZE AVAILABLE. THE GENERAL CONTRACTOR AND/OR HOMEOWNER SHALL ASSUME FULL RESPONSIBILITY FOR THE CHECKING AND VERIFICATION OF DIMENSIONS, DETAILS, AND NOTES, AS WELL AS CONSTRUCTION TECHNIQUES, SPECIFICATIONS, STRUCTURAL AND/OR SAFETY REQUIREMENTS AND CONFORMITY TO ALL FEDERAL, STATE AND LOCAL BUILDING CODES, LAWS AND ORDINANCES. HOMES WHICH ARE TO BE CONSTRUCTED IN AREAS THAT ARE SUBJECT TO EXTRAORDINARY SEISMIC, WIND, SNOWFALL, COLD OR FLOOD ISSUES SHOULD BE ENGINEERED AND INSPECTED BY A CONSTRUCTION PROFESSIONAL FAMILIAR WITH THE PARTICULAR CONDITIONS OF THAT REGION. THESE PLANS SHALL REMAIN THE PROPERTY OF BEHR DESIGN, INC., SHALL NOT BE COPIED OR REPRODUCED WITHOUT THE WRITTEN CONSENT OF BEHR DESIGN, INC. OR THE CLIENT FOR WHICH THEY WERE PREPARED FOR.Joyce ResidenceLOT 7Lakeville, MNB.K.07/31/202424-CLS5 EXTENT OF HEADER WITH DOUBLE PORTAL FRAMES (TWO BRACED WALL PANELS) FASTEN SHEATHING TO HEADER WITH 8D COMMON OR GALVANIZED BOX NAILS IN 3″ GRID PATTERN AS SHOWN HEADER TO JACK-STUD STRAP PER TABLE R602.10.6.4 ON BOTH SIDES OF OPENING OPPOSITE SIDE OF SHEATHING MIN. DOUBLE 2″x4″ FRAMING COVERED WITH MIN. 3/8″ THICK WOOD STRUCTURAL PANEL SHEATHING WITH 8D COMMON OR GALVANIZED BOX NAILS AT 3″ O.C. IN ALL FRAMING (STUDS, BLOCKING, AND SILLS) TYP. MIN. LENGTH OF PANEL PER TABLE R602.10.5 MIN. (2) ½″ DIAMETER ANCHOR BOLTS INSTALLED PER SECTION R403.1.6 WITH 2″x2″x3/16″ PLATE WASHER PONY WALL HEIGHT 12′ MAX. TOTAL WALL HEIGHT10′ MAX. HEIGHTOVER CONCRETE OR MASONRY BLOCK FOUNDATION OVER RAISED WOOD FLOOR - FRAMING ANCHOR OPTION (WHERE PORTAL SHEATHING DOES NOT LAP OVER BAND OR RIM JOIST) OVER RAISED WOOD FLOOR - OVERLAP OPTION (WHERE PORTAL SHEATHING LAPS OVER BAND OR RIM BOARD) SECTIONFRONT ELEVATION IF NEEDED, PANEL SPLICE EDGES SHALL OCCUR OVER AND BE NAILED TO COMMON BLOCKING WITHIN THE MIDDLE 24″ OF THE PORTAL- LEG HEIGHT. ONE ROW OF 3″ O.C. NAILING IS REQUIRED IN EACH PANEL EDGE. TENSION STRAP PER TABLE 602.10.6.4 (ON OPPOSITE SIDE OF SHEATHING) CONTINUOUSLY SHEATHED BRACED WALL PANEL MEETING MINIUM LENGTH REQUIREMENTS OF TABLE R602.10.5 BRACED WALL LINE CONTINUOUSLY SHEATHED WITH WOOD STRUCTURAL PANELS FASTEN TOP PLATE TO HEADER WITH TWO ROWS OF 16D SINKER NAILS AT 3″ O.C. TYP. MIN. 3/8″ WOOD STRUCTURAL PANEL SHEATHING TYPICAL PORTAL FRAME CONSTRUCTION MIN. DOUBLE 2x4 POST (KING AND JACK STUD) NUMBER OF JACK STUDS PER TABLES R602.7(1) & (2) ANCHOR BOLTS PER SECTION R403.1.6 NAIL SOLE PLATE TO JOIST PER TABLE R602.3(1) APPROVED BAND OR RIM JOIST (2) FRAMING ANCHORS APPLIED ACROSS SHEATHING JOINT WITH A CAPACITY OF 670 LBS IN THE HORIZONTAL AND VERTICAL DIRECTIONS WOOD STRUCTURAL PANEL SHEATHING OVER APPROVED BAND OR RIM JOIST EXTENT OF HEADER WITH SINGLE PORTAL FRAME (ONE BRACED WALL PANEL) 2′-18′ FINISHED WIDTH OF OPENING FOR SINGLE OR DOUBLE PORTAL MIN. 3″x11¼″ NET HEADER STEEL HEADER PROHIBITED IF ½″ SPACER IS USED, PLACE ON BACK-SIDE OF HEADER WOOD STRUCTURAL PANEL SHEATHING TO TOP OF BAND OR RIM JOIST NAIL SOLE PLATE TO JOIST PER TABLE R602.3(1) NAIL SOLE PLATE TO JOIST PER TABLE R602.3(1) APPROVED BAND OR RIM JOIST ATTACH SHEATHING TO BAND OR RIM JOIST WITH 8D COMMON NAILS AT 3″ O.C. TOP AND BOTTOM WOOD STRUCTURAL PANEL SHEATHING OVER APPROVED BAND OR RIM JOIST WOOD STRUCTURAL PANEL SHEATHING TO TOP OF BAND OR RIM JOISTMIN.OVERLAP9¼″NAIL SOLE PLATE TO JOIST PER TABLE R602.3(1) FASTEN KING STUD TO HEADER WITH 6 16D SINKERS FIGURE R602.10.6.4 METHOD CS-PF - CONTINUOUSLY SHEATHED PORTAL FRAME PANEL CONTRUCTION FULL-HEIGHT BLOCKING CONTINUOUS ALONG LENGTH OF BRACED WALL PANEL CONTINUOUS RIM OR BAND JOIST CONTINUOUS RIM OR BAND JOIST BRACED WALL PANEL 3-16d @ 16″ O.C. ALONG BRACED WALL PANEL 3-16d @ 16″ O.C. ALONG BRACED WALL PANEL BRACED WALL PANEL 8d @ 6″ O.C. ALONG BRACED WALL PANEL8d @ 6″ O.C. ALONG BRACED WALL PANEL FULL-HEIGHT BLOCKING CONTINUOUS ALONG LENGTH OF BRACED WALL PANEL PERPENDICULAR FRAMING PERPENDICULAR FRAMING FIGURE R602.10.8(1) BRACED WALL PANEL CONNECTION WHEN PERPENDICULAR TO FLOOR/CEILING FRAMING CONTINUOUS RIM OR END JOIST CONTINUOUS RIM OR END JOIST ADDITIONAL FRAMING MEMBER DIRECTLY ABOVE BRACED WALL PANEL FULL-HEIGHT BLOCKING @ 16″ O.C. ALONG BRACED WALL PANEL TOE NAIL 3-8d NAILS AT EACH BLOCKING MEMBER FULL-HEIGHT BLOCKING @ 16″ O.C. ALONG BRACED WALL PANEL BRACED WALL PANEL BRACED WALL PANEL BRACED WALL PANEL 3-16d @ 16″ O.C. ALONG BRACED WALL PANEL 3-16d @ 16″ O.C. ALONG BRACED WALL PANEL 3-16d AT EACH BLOCKING MEMBER 2-16d NAILS EACH SIDE ADDITIONAL FRAMING MEMBER DIRECTLY BELOW BRACED WALL PANEL 8d @ 6″ O.C. ALONG BRACED WALL PANEL 8d @ 6″ O.C. ALONG BRACED WALL PANEL FIGURE R602.10.8(2) BRACED WALL PANEL CONNECTION WHEN PARALLEL TO FLOOR/CEILING FRAMING SOLID BLOCKING BETWEEN RAFTERS ATTACHED TO TOP PLATES WITH 8d @ 6″ O.C. ALONG LENGTH OF BRACED WALL PANEL2″ MAXOPEN15.25″ MAXFIGURE R602.10.8.2(1) BRACED WALL PANEL CONNECTION TO PERPENDICULAR RAFTERS ROOF SHEATHING BLOCKING BRACINGa BRACED WALL PANEL PROVIDE VENTING PER SECTION R806 (NOT SHOWN) 2x BLOCKING ROOF TRUSSES PER R802.10 NAILING PER TABLE R602.3(1) EDGE NAILING PER TABLE R602.3(1) (TYP.)4′-0″ MAX6′-0″ MAX For SI: 1 inch = 25.4 mm, 1 foot = 304.8 mm. a. Methods of bracing shall be as described in Section R602.10.4. FIGURE R602.10.8.2(2) BRACED WALL PANEL CONNECTION OPTION TO PERPENDICULAR RAFTERS OR ROOF TRUSSES I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED ARCHITECT UNDER THE LAWS OF THE STATE OF DATE:LIC. NO.: I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED ARCHITECT UNDER THE LAWS OF THE STATE OF DATE:LIC. NO.: PRINT NAME: SIGNATURE: PRINT NAME: SIGNATURE: I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED ARCHITECT UNDER THE LAWS OF THE STATE OF DATE:LIC. NO.:60507 BRANDON CLARKPRINT NAME: SIGNATURE: I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED ARCHITECT UNDER THE LAWS OF THE STATE OF DATE:LIC. NO.: PRINT NAME: SIGNATURE: I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED ARCHITECT UNDER THE LAWS OF THE STATE OF DATE:LIC. NO.: PRINT NAME: SIGNATURE: I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. DATE:LIC. NO.: PRINT NAME: SIGNATURE: 08/12/24 BRACED WALLS & SPORT COURT WALL DESIGN ONLY. FOUNDATION DESIGN AND WOOD FRAMING IS BY OTHERS. 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 = 16.75 1.13 x 4.09 = 4.62 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. 8/14/24 X PM