The URL can be used to link to this page

Home My WebLink AboutLA218130 - 5364 177th St W Permit PackRESIDENTIAL BUILDING PERMIT APPLICATION CITY OF LAKEVILLE BUILDING INSPECTIONS DEPARTMENT 20195 HOLYOKE AVENUE LAKEVILLE, MN 55044 952-985-4440 Office Use Only __________________ Permit Number ___________________ Received By ___________________ Date Received ___________________ Fee Total SITE ADDRESS: MAILING ADDRESS: CITY: STATE: ZIP: JOB DESCRIPTION:__________________________________ MASTER PLAN: (Number or Address)____________________ LIST OTHER STRUCTURES ON PROPERTY:_______________________________________________________________ ESTIMATED VALUATION: PROPOSED START DATE: END DATE: (New Residential Only): LEGAL DESCRIPTION: LOT: _____ BLOCK: _____ SUBDIVISION: APPLICANT IS: RESIDENT OWNER CONTRACTOR EMAIL NEW MODEL HOME: YES NO (IF YES – ADMINISTRATIVE PERMIT REQUIRED) PLEASE FILL OUT THE FOLLOWING COMPLETELY (All Contractor information must be as listed on State License) RESIDENT OWNER NAME:_______________________________________________________________________________ HOME PHONE #:_____________________________ CELL PHONE:___________________________ GENERAL CONTRACTOR Homeowner Contractor CONTRACTOR:_______________________________________________________________________ LICENSE #:BC______________ LEAD CERTIFICATE#_______________ (PRE 1978 STRUCTURE) OFFICE PHONE #:_____________________________ CELL PHONE:___________________________ ADDRESS:____________________________ CITY:________________ ST:______ ZIP:____________ PLUMBING WORK Homeowner Contractor CONTRACTOR:__________________________________________LICENSE #: PM______________ OFFICE PHONE #:_____________________________ CELL PHONE:___________________________ ADDRESS:____________________________ CITY:________________ ST:______ ZIP:____________ MECHANICAL WORK Homeowner Contractor CONTRACTOR:________________________________________ _______________________________ _____________________________ CELL PHONE:___________________________ ADDRESS:____________________________ CITY:________________ ST:______ ZIP:____________ BOND #:_______________________________________ EXPIRATION DATE____________________ SEWER/WATER CONTRACTOR New Construction Only NAME:________________________________________________ ______________________________ _____________________________ CELL PHONE:______________________________ BOND #:_______________________________________ EXPIRATION DATE____________________ NAME OF APPLICANT (Please Print)DATE I HEREBY APPLY FOR PERMIT AND ACKNOWLEDGE THAT ALL INFORMATION ON THIS APPLICATION IS COMPLETE AND ACCURATE. THIS IS NOT A PERMIT AND WORK IS NOT TO COMMENCE UNTIL SUCH TIME A PERMIT IS ISSUED. ALL WORK WILL COMPLY WITH LAKEVILLE CITY CODE, THE MINNESOTA STATE BUILDING CODE, AND THE APPROVED PLANS. INTEREST EARNINGS ON ESCROW ACCOUNTS, IF ANY, WILL BE RETAINED BY THE CITY TO OFFSET THE ADMINISTRATIVE COSTS ASSOCIATED WITH PROCESSING THE ESCROW APPLICATION AND REFUND. OFFICE PHONE #:_ OFFICE PHONE #:_ *Entering your name affirms your intent to comply with the statement above. * Submit Application To: permits@lakevillemn.gov paul@pinnaclefamilyhomes.com 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 12 10 12 8 12 10 12 7 Main Level Floor 2' - 2 1/4" Basement Level Clg 0' - 7 1/2"Garage Floor 0' - 0" Upper Level Floor 12' - 4" Upper Level Floor 12' - 4"Main Level Clg 11' - 3 3/8"APPROX. 9'-1 1/8"Upper Level Clg 20' - 5 1/8" Upper Level Clg 20' - 5 1/8"APPROX. 8'-1 1/8"APPROX. 10'-3 3/8"APPROX. 8'-1 1/8"7" / 12"7" / 12"16'-0"8'-0" 1'-4"1'-0" ASPHALT SHINGLES ASPHALT SHINGLES VINYL LAP SIDING VINYL VERTICAL SIDING VINYL LAP SIDING VINYL LAP SIDING VINYL VERTICAL SIDING 6" F R I E Z E B O A R D Garage Clg 10' - 3 3/8" 1'-4"6" FRIEZE BOARD6" F R I E Z E B O A R D 4'-0"6" FRIEZE BOARD 14" MIRATEC COLUMNPANEL DOOR ASPHALT SHINGLES METAL ROOFING VINYL LAP SIDING 8'-0"Main Level Floor 2' - 2 1/4" Basement Level Flr -7' - 2 1/2" Basement Level Clg 0' - 7 1/2"Garage Floor 0' - 0" Upper Level Floor 12' - 4"Main Level Clg 11' - 3 3/8" Upper Level Clg 20' - 5 1/8"APPROX. 8'-1 1/8"APPROX. 9'-1 1/8"APPROX. 7'-10"8" / 12"APPROX. 10'-3 3/8"1'-4" VINYL LAP SIDING VINYL LAP SIDING VINYL LAP SIDING VINYL LAP SIDING ASPHALT SHINGLES ASPHALT SHINGLES 1'-0" Garage Clg 10' - 3 3/8" 1'-0"4'-0"10" / 12"10" / 12"8'-0" WDW HEAD HT (TYP)1'-2"2'-6"2"6"4x4 CEDAR POST 6x6 TREATED POST - BOXED w/DBL. 2x4 TRT. NAILERS AT 20.5" O/C - L.P. PANEL BOARD OVER 2x4 NAILERS - 5/4x6 MIRATEC TRIM AT TOP OVER PLYWOOD - 5/4x10 MIRATEC TRIM AT BOTTOM OVER PLYWOOD - 5/4x3 MIRATEC TRIM BETWEEN & TOP TRIM 5/4x10 MIRATEC 4/4x2 & 4/4x3 MIRATEC CORNER 6x6 TREATED POST DBL. 2x4 TRT. NAILERS AT 20.5" O/C 5/4x6 MIRATEC FINISHED 15 1/4 " 14 1/4 1/4" = 1'-0"A1 1FRONT ELEVATION OFFICE: (952) 746-7702 | FAX: (952) 746-7703CELL: (952) 994-6682 | E-MAIL: mikeb@behr-design.comSHEET NO.DATE:DRAWN BY: c 2023 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 ElevationsPinnacle Family HomesCharleston Model5364 177th St.Lakeville, MNPeter K.9/19/202323-PFH 1/4" = 1'-0"A1 2RIGHT SIDE ELEVATION 1/2" = 1'-0"A1 4 BRACKET DETAIL 1/2" = 1'-0"A1 5 COLUMN DETAIL A1 3 FRONT 3D VIEW Concept Approval ONLY Subject to Field Inspection Inspector Date 2020 MN Bldg Code 09/19/2023dmathews 12 7 Main Level Floor 2' - 2 1/4" Basement Level Flr -7' - 2 1/2" Basement Level Clg 0' - 7 1/2"Garage Floor 0' - 0" Upper Level Floor 12' - 4"Main Level Clg 11' - 3 3/8" Upper Level Clg 20' - 5 1/8"APPROX. 7'-10"APPROX. 9'-1 1/8"APPROX. 8'-1 1/8"7" / 12"7" / 12"1'-0" 1'-4" 1'-0" ASPHALT SHINGLES ASPHALT SHINGLES VINYL LAP SIDING VINYL LAP SIDING VINYL LAP SIDING Garage Clg 10' - 3 3/8"8'-0" WDW HEAD HT (TYP)6'-8" WDW HEAD HT (TYP)APPROX. 10'-3 3/8"Main Level Floor 2' - 2 1/4" Basement Level Flr -7' - 2 1/2" Basement Level Clg 0' - 7 1/2"Garage Floor 0' - 0" Upper Level Floor 12' - 4"Main Level Clg 11' - 3 3/8" Upper Level Clg 20' - 5 1/8"APPROX. 8'-1 1/8"APPROX. 9'-1 1/8"APPROX. 7'-10"10'-3 3/8"1'-0" 1'-4"8" / 12"ASPHALT SHINGLES VINYL LAP SIDING VINYL LAP SIDING VINYL LAP SIDING10" / 12"Garage Clg 10' - 3 3/8"8'-0" WDW HEAD HT (TYP)6'-8" WDW HEAD HT (TYP)OFFICE: (952) 746-7702 | FAX: (952) 746-7703CELL: (952) 994-6682 | E-MAIL: mikeb@behr-design.comSHEET NO.DATE:DRAWN BY: c 2023 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 ElevationsPinnacle Family HomesCharleston Model5364 177th St.Lakeville, MNPeter K.9/19/202323-PFH 1/4" = 1'-0"A2 1REAR ELEVATION 1/4" = 1'-0"A2 3LEFT SIDE ELEVATION A2 2 REAR 3D VIEW Secure door closed until deck is constructed with a separate permit. FD WH 16'-0"5'-10"28'-2"50'-0"20'-0"30'-0"21'-10"28'-2"50'-0"17'-0"11'-2"2 A6 UP 4'-6"12'-6"3'-9"6'-0"4'-2"4'-2"4'-0"8'-7" 50'-0" 11'-10"14'-0"14'-0"7'-10" 60" FIBERGLASS SHOWER REC ROOM BEDROOM MECH 5040 5'-0"x4'-0" 5040 5'-0"x4'-0" 8'-0"x6'-8" GLIDING DOOR UNEXCAVATED UNEXC.13'-0"4'-0"11'-2"4'-0"x1'-10" VANITY 2468266826682868266826681'-10 1/2"16'-3"1'-9"8'-3"1'-10 1/2" FURN. SUMP 47'-8"2'-2" 49'-10" FUTURE FUTURE 5 A6 BATHFUTURE DROPPED HEADER OFFICE: (952) 746-7702 | FAX: (952) 746-7703CELL: (952) 994-6682 | E-MAIL: mikeb@behr-design.comSHEET NO.DATE:DRAWN BY: c 2023 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 PlanPinnacle Family HomesCharleston Model5364 177th St.Lakeville, MNPeter K.9/19/202323-PFH 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. - 48'-0"2'-0"22'-0"28'-0"16'-0"6'-0"28'-0"50'-0"20'-0"30'-0" 50'-0" 50'-0"50'-0"5'-7"5'-5"17'-0"6'-11"8'-4"5'-6"7'-3"2'-0" 2 A6 16'-0"x8'-0" OVERHEAD DOOR 8'-0"x8'-0" OVERHEAD DOOR 2'-0"16'-0"2'-0"8'-0"2'-0" DNUP FOYER GREAT ROOM DININGKITCHEN MUD PANTRY POWDEROFFICE 11'-0"16'-0"13'-0"8'-0" DW 30" RANGEw/HOOD ABOVEREFG 5'-6"6'-6"6'-0"2'-0"3'-6"6'-6"3'-0"4'-6"11'-0"17'-0"3060-SH 3'-0"x6'-0" 6046 FIXED 6'-0"x4'-6" 6'-0"x8'-0" GLIDING DOOR 2640-CSMT 2'-6"x4'-0" 3'-0"x1'-10" VANITY 2480 30685080 OPG 6020 FIXED6'-0"x2''-0" 24802480 28685'-4"5'-8"GAS FIREPLACE COVERED PORCH GARAGE 2'-0"8'-2"7'-8"1'-10"9'-3"8'-4"5'-6"7'-3"11'-0"17'-0"268012"x12" SOFFITDROPPED HEADER 2'-8"5'-6"7'-8"11'-1" FLOOR LINE ABOVE 8'-0"8'-0"4'-0"BENCH w/CUBBIES UNDER24" UPPER TO EXTEND DOWN TO COUNTERTOP 18" LINEN 1'-8"3'-9"2'-10"11'-1"3'-1"4080 OPG 5 A6 3060-SH 3'-0"x6'-0" 4060 4'-0"x6'-0" 3040-CSMT 3'-0"x4'-0"2040-SH2'-0"x4'-0"3050-FIXED3'-0"x5'-0"3050-FIXED3'-0"x5'-0"SHIPLAP FIRPLACE FULL FRONT AND SIDES OFFICE: (952) 746-7702 | FAX: (952) 746-7703CELL: (952) 994-6682 | E-MAIL: mikeb@behr-design.comSHEET NO.DATE:DRAWN BY: c 2023 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 PlanPinnacle Family HomesCharleston Model5364 177th St.Lakeville, MNPeter K.9/19/202323-PFH 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 = 0 sq ft MAIN LEVEL SQUARE FEET = 1344 sq ft UPPER LEVEL SQUARE FEET = 1372 sq ft TOTAL SQUARE FEET = 2716 sq ft GARAGE SQUARE FEET = 660 sq ft 2 A6 30'-0"DN 48'-0" 10'-8"5'-0"10'-10"7'-0"14'-6"13'-2"4'-10"12'-0"2'-0"28'-0"30'-0"11'-2"16'-10"48" FIBERGLASS SHOWER PANw/TILE WALLS14'-0"34'-0" 48'-0" 13'-0"8'-4"6'-0"6'-8" 5'-0"2'-0"3'-8" 6'-2"6'-10"7'-0"6'-6"14'-6"6'-2"5'-10"5'-0"x1'-10" VANITY 60"x30"TUB/SHOWER7'-0"x1'-10" VANITY 6040 6'-0"x4'-0" BEDROOM #2BEDROOM #3 PRIMARY SUITE BATH LAUNDRY BEDROOM #4 PRIMARY BATH60" SOAKING TUB TILE SURROUNDHALF WALL w/GLASS 7'-0"7'-0" 5'-6"5'-2"5'-5"5'-5"7'-1"7'-5"4026 FIXED4'-0"x2'-6" 246826682468 26682668 26682868246824682468 2668 OPG 24682868 8'-1"3'-1"24684'-0"9'-0" RAILING TYP. 2'-0" 12" BOX VAULT 2640-CSMT 2'-6"x4'-0" 5 A6 WASHER DRYER 5040 5'-0"x4'-0" 5040 5'-0"x4'-0" CHAIR RAIL IN HALL HALL BARN D00R PRIMARY CLOSET 8040 (XOX) 1:2:1 8'-0"x4'-0"OFFICE: (952) 746-7702 | FAX: (952) 746-7703CELL: (952) 994-6682 | E-MAIL: mikeb@behr-design.comSHEET NO.DATE:DRAWN BY: c 2023 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 PlanPinnacle Family HomesCharleston Model5364 177th St.Lakeville, MNPeter K.9/19/202323-PFH 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. 12 7 Main Level Floor 2' - 2 1/4" Basement Level Flr -7' - 2 1/2" Basement Level Clg 0' - 7 1/2"Garage Floor 0' - 0" Upper Level Floor 12' - 4"Main Level Clg 11' - 3 3/8" Upper Level Clg 20' - 5 1/8"APPROX. 7'-10"APPROX. 9'-1 1/8"APPROX. 8'-1 1/8"Garage Clg 10' - 3 3/8"APPROX. 10'-3 3/8"HEEL HT.1'-0"FRAME GARAGE WALLS 1'-0" LOWER THE MAIN WALLS1'-0"FROST FTG3'-6" MIN.ASPHALT SHINGLES 15# FELT 15/32" OSB ROOF SHEATHING PRE-ENGINEERED/PREMANUF. ROOF TRUSSES @ 24" O.C. (R49) BLOWN-IN INSULATION 31/2" POURED CONC OVER 6 MIL POLY VAPOR BARRIER w/ 12" LAP OVER 4" CLEAN GRANULAR FILL CLOSED CELL SPRAY FOAM (R21 MIN) 3/4" PLYWOOD SUBFLOOR 18"d FLOOR TRUSSES @ 19.2" O.C. EXTERIOR WATERPROOFING TO FINISH GRADE 1/2" GYPSUM BOARD 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) SEE PLAN FOR FTG SIZE 4" DRAIN TILE CONT RIDGE VENT 8" POURED CONC. FDN WALL w/ 2" (R10) RIGID INSULATION ON EXTERIOR ICE & WATER BARRIER TO 24" FROM INSIDE FACE OF EXT WALL AIR BAFFLES FULL WIDTH OF TRUSS SPACING 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) 1/2" GYPSUM BOARD CLOSED CELL SPRAY FOAM (R21 MIN) 1/2" GYPSUM BOARD FLUSH BEAM SEE PLAN FOR SIZE 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) 3/4" PLYWOOD SUBFLOOR 117/8" TJI JOISTS @ 16" O.C.APPROX. 5'-0 7/8"APPROX. 5'-0 7/8"APPROX. 5'-0 3/8"APPROX. 4'-4 3/8"ROOF TRUSS SIDING (SEE ELEV.) 7/16" OSB EXTERIOR WALL SHEATHING 2x6 STUD WALL 1/2" GYPSUM BOARD WALL SHEATHING 1/2" GYPSUM BOARD 15/32" OSB ROOF SHEATHING 2x6 SUB-FASCIA BOARD ASPHALT ROOF SYSTEM ALUM. VENTED SOFFIT R49 BLOWN-IN INSULATION ALUM. FASCIA SEE PLAN SEE PLAN ASPHALT ROOF SYSTEM 15/32" OSB ROOF SHEATHING 2x6 OUTRIGGERS GABLE END ROOF TRUSS ALUM. FASCIA ALUM. SOFFIT 7/16" OSB EXTERIOR WALL SHEATHING 2x6 SUB-FASCIA BOARD 8" FRIEZE BD SIDING (SEE ELEV.) DRIP EDGE RADON VENT PIPE MIN. 12" ABOVE ROOF SURFACE (AF103.6.1) PROVIDE SPACE FOR FUTURE FAN INSTALLATION -MIN. 24" DIA. CENTERED ON THE AXIS OF THE VENT STACK -MIN. VERTICAL DISTANCE OF 3 FEET (AF103.8) INSTALL OUTLET FOR FUTURE FAN IN ATTIC (AF103.12) 3" MIN. DIA. PVC PIPE (AF103.6.1)RADON PIPE SHALL BE IDENTIFIED w/ LABEL ON EACH FLOOR & ACCESSIBLE ATTICS. LABEL TO READ "RADON REDUCTION SYSTEM". (AF103.9) PROVIDE A 4" MIN. THICK LAYER OF CLEAN AGGREGATE UNDER ENTIRE BASEMENT SLAB THE AGGREGATE TO BE 1/4" TO 2" IN SIZE. (AF103.2.1) INSTALL A MINIMUM 6 MIL POLY UNDER SLAB. MINIMUM 12" LAP OF ALL SEAMS. (AF103.3) SEAL ALL JOINTS, CRACKS, OR OTHER OPENINGS w/ POLYURETHANE CAULK OR ELASTOMERIC SEALANT PER MANUFACTURER. (AF103.4 TO AF103.4.5) INSTALL VENT PIPE INTO SEALED SUMP BASKET DRAIN TILE LOOP. (AF103.6.1) Main Level Floor 2' - 2 1/4" Basement Level Flr -7' - 2 1/2" Basement Level Clg 0' - 7 1/2" Upper Level Floor 12' - 4"Main Level Clg 11' - 3 3/8" Upper Level Clg 20' - 5 1/8"APPROX. 7'-10"APPROX. 9'-1 1/8"APPROX. 8'-1 1/8"ASPHALT SHINGLES 15# FELT 15/32" OSB ROOF SHEATHING PRE-ENGINEERED/PREMANUF. ROOF TRUSSES @ 24" O.C. (R49) BLOWN-IN INSULATION 1/2" GYPSUM BOARD 31/2" POURED CONC OVER 6 MIL POLY VAPOR BARRIER w/ 12" LAP OVER 4" CLEAN GRANULAR FILL CLOSED CELL SPRAY FOAM (R21 MIN) 3/4" PLYWOOD SUBFLOOR 18"d FLOOR TRUSSES @ 19.2" O.C. EXTERIOR WATERPROOFING TO FINISH GRADE EXTERIOR SIDING, SEE ELEVHOUSE WRAP 7/16" OSB EXT WALL SHEATHING 2x6 STUDS @ 16" O.C. (R21) BATT INSULATION4 MIL POLY VAPOR BARRIER 1/2" GYPSUM BOARD (AIR BARRIER) SEE PLAN FOR FTG SIZE 4" DRAIN TILE CONT RIDGE VENT 8" POURED CONC. FDN WALL w/ 2" (R10) RIGID INSULATION ON EXTERIOR ICE & WATER BARRIER TO 24" FROM INSIDE FACE OF EXT WALL AIR BAFFLES FULL WIDTH OF TRUSS SPACING EXTERIOR SIDING, SEE ELEV HOUSE WRAP 7/16" OSB EXT WALL SHEATHING2x6 STUDS @ 16" O.C. (R21) BATT INSULATION 4 MIL POLY VAPOR BARRIER 1/2" GYPSUM BOARD (AIR BARRIER)FROST FTG3'-6" MIN.1/2" GYPSUM BOARD CLOSED CELL SPRAY FOAM (R38 MIN) CLOSED CELL SPRAY FOAM (R21 MIN) 1/2" GYPSUM BOARD DROPPED BEAM SEE PLAN FOR SIZE 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) 3/4" PLYWOOD SUBFLOOR 117/8" TJI JOISTS @ 16" O.C. 31/2" POURED CONC OVER 4" CLEAN GRANULAR FILL BEARING COLUMN BEYOND FROST FTG3'-6" MIN.DROPPED BEAM SEE PLAN FOR SIZE OFFICE: (952) 746-7702 | FAX: (952) 746-7703CELL: (952) 994-6682 | E-MAIL: mikeb@behr-design.comSHEET NO.DATE:DRAWN BY: c 2023 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 SectionsPinnacle Family HomesCharleston Model5364 177th St.Lakeville, MNPeter K.9/19/202323-PFH 1/4" = 1'-0"A6 2 Section @ Stairs 3/4" = 1'-0"A6 3ROOF EAVE SOFFIT & FASCIA DETAIL 3/4" = 1'-0"A6 4ROOF RAKE SOFFIT & FASCIA DETAIL 1/4" = 1'-0"A6 1Sub-Slab Depressurization 1/4" = 1'-0"A6 5 Section @ House 2 A6 16'-0"5'-10"11'-2"17'-0"50'-0"20'-0"30'-0"21'-10"28'-2"50'-0"47'-8"2'-2"17'-0"11'-2"5'-10"16'-0"4'-6"12'-6"9'-9"4'-2"4'-2"12'-7" 50'-0" 49'-10"17'-0"11'-2"1'-10 1/2"16'-3"1'-9"8'-3"1'-10 1/2" 8" POURED CONC FDN WALL w/ 2" RIGID INSULATION ON EXTERIOR 2" LEDGE FOR CONCRETE SLAB 20"x8"d FTG. 4"x6" CURB 20"x8"d FTG. 8" POURED CONC FDN WALL w/ 2" RIGID INSULATION ON EXTERIOR 20"x8"d FTG. 8" POURED CONC FDN WALL w/ 2" RIGID INSULATION ON EXTERIOR 20"x8"d FTG. @ WALKOUT WALLS 8" POURED CONC. FDN WALL 2" LEDGE FOR CONCRETE SLAB 20"x8"d FTG. 8" POURED CONC FDN WALL w/ 2" RIGID INSULATION ON EXTERIOR 20"x8"d FTG. 8" POURED CONC. FDN WALL 20"x8"d FTG. 4"x6" CURB 20"x8"d FTG. 4"x6" CURB 20"x8"d FTG. 8" POURED CONC. FDN WALL 2" LEDGE FOR CONCRETE SLAB 20"x8"d FTG. MIN (2) 3500 LB STRAP-TYPE HOLD-DOWNS (EMBEDDED INTO CONCRETE AND NAILED TO FRAMING) - TYP @ EA SIDE OF GARAGE DOOR OPN'G UNEXC 31/2" POURED CONCRETE SLAB ON GRADE 31/2" POURED CONCRETE SLAB ON GRADE 5 A617'-0"6'-1"5'-1"UNEXCAVATED 8" POURED CONC FDN WALL w/ 2" RIGID INSULATION ON EXTERIOR 2" LEDGE FOR CONCRETE SLAB 20"x8"d FTG. 3'-6"x3'-6"x12"d FTG OFFICE: (952) 746-7702 | FAX: (952) 746-7703CELL: (952) 994-6682 | E-MAIL: mikeb@behr-design.comSHEET NO.DATE:DRAWN BY: c 2023 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 PlanPinnacle Family HomesCharleston Model5364 177th St.Lakeville, MNPeter K.9/19/202323-PFH 1/4" = 1'-0"S1 1FOUNDATION PLAN UFER Ground -Provide 20' Rebar in footing and stub up near electrical service panel. 2 A6 16'-0"5'-10"28'-2"50'-0"20'-0"30'-0"21'-10"28'-2"50'-0"47'-8"2'-2"17'-0"11'-2"4'-6"12'-6"3'-9"6'-0"4'-2"4'-2"12'-7" 50'-0" 49'-10" 11'-10"14'-0"14'-0"7'-10"13'-0"4'-0"11'-2"2x6 BEARING WALL (2) 2x10's(HDR) (3) 13/4"x14"d LVL (DR) (2) 13/4"x 91/2"d LVL (HDR) TOP CHORD BEARING TRUSS AT FLUSH BEAM 2x6 BEARING WALL (2) 2x10's(HDR)(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 (FL) 31/2" POURED CONCRETE SLAB ON GRADE 31/2" POURED CONCRETE SLAB ON GRADE 5 A618"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.1'-10 1/2"16'-3"1'-9"8'-3"1'-10 1/2"OFFICE: (952) 746-7702 | FAX: (952) 746-7703CELL: (952) 994-6682 | E-MAIL: mikeb@behr-design.comSHEET NO.DATE:DRAWN BY: c 2023 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 PlanPinnacle Family HomesCharleston Model5364 177th St.Lakeville, MNPeter K.9/19/202323-PFH 1/4" = 1'-0"S2 1MAIN FLR FRAMIMG PLAN Smoke - 2 A6 48'-0"2'-0"22'-0"28'-0"16'-0"6'-0"28'-0"50'-0"20'-0"30'-0" 50'-0" 50'-0"50'-0"11'-0"17'-0"2'-0"16'-0"2'-0"8'-0"2'-0" 11'-0"16'-0"13'-0"8'-0" 5'-6"6'-6"6'-0"2'-0"28'-0"22'-4"5'-8"11'-0"17'-0"2x6 BEARING WALL (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) 2x6 BEARING WALL (2) 2x10's(HDR)(2) 2x10's(HDR)(2) 2x10's(HDR)(2) 2x10's(HDR)(2) 2x10's(HDR) (2) 2x10's(HDR)(2) 2x10's(HDR) (2) 13/4"x 91/2"d LVL (HDR)(2) 13/4"x117/8"d LVL (FL) (2) 13/4"x117/8"d LVL (DR) (2) 2x10's(HDR) TOP CHORD BEARING TRUSS AT FLUSH BEAM 3'-1"11'-1"2'-10"3'-9"7'-3"(2) 13/4"x 91/2"d LVL (FL)(2) 13/4"x 91/2"d LVL (FL) (2) 13/4"x117/8"d LVL (HDR) (2) 13/4"x117/8"d LVL (HDR) 5 A6 (2) 2x10's(HDR) FLOOR LINE ABOVE 6x6 TREATED POST MONO TRUSSES TO HANG OFF OF JOISTS CANT. 11 7/8" TJIJOISTS @ 16" O.C.11 7/8" TJIJOISTS @ 16" O.C.11 7/8" TJIJOISTS @ 16" O.C.11 7/8" TJIJOISTS @ 16" O.C.11 7/8" TJIJOISTS @ 16" O.C.MONO TRUSSES@ 24" O.C.ROOF TRUSSES@ 24" O.C. ROOF TRUSSES@ 24" O.C. 2'-9 3/4"4'-0" 11 1/2" 2'-6" 2'-8"7'-11 1/2"1'-10 1/2" 5'-0"2'-6 3/4"9'-6"8'-2"OFFICE: (952) 746-7702 | FAX: (952) 746-7703CELL: (952) 994-6682 | E-MAIL: mikeb@behr-design.comSHEET NO.DATE:DRAWN BY: c 2023 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 FramingPinnacle Family HomesCharleston Model5364 177th St.Lakeville, MNPeter K.9/19/202323-PFH 1/4" = 1'-0"S3 1UPPER FLR FRAMING PLAN BWPs Above 16 FAN Smoke CS-PFCS-PF CS-PF 8 2 A6 30'-0"48'-0" 10'-8"5'-0"10'-10"7'-0"14'-6"13'-2"4'-10"12'-0"2'-0"28'-0"30'-0"11'-2"16'-10"14'-0"34'-0" 48'-0" 6'-0"7'-0"8'-4"6'-0"6'-8" 7'-0"7'-0"4'-0"2'-0" 5'-6"5'-2"5'-5"5'-5"7'-1"7'-5"8'-1"3'-1"(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) (2) 13/4"x 91/2"d LVL (HDR) (2) 2x10's(HDR)GIRDER TRUSS 2'-0" 12" BOX VAULT 5 A6 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.OFFICE: (952) 746-7702 | FAX: (952) 746-7703CELL: (952) 994-6682 | E-MAIL: mikeb@behr-design.comSHEET NO.DATE:DRAWN BY: c 2023 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 FramingPinnacle Family HomesCharleston Model5364 177th St.Lakeville, MNPeter K.9/19/202323-PFH 1/4" = 1'-0"S4 1ROOF FRAMING PLAN -Min. 15" clearance to any obstruction from center of W.C., 24" in front(typ). Temper if within 60" of tub floor. Smoke COSmoke Smoke Smoke Smoke FAN FAN FAN - END CONDITION 1 BWL-1 BWL-228'-0"CS-WSP 4'-0"13'-10" CS-WSP 4'-0"8'-4" CS-WSP 4'-0"9'-10" CS-WSP 4'-0" 48'-0" END CONDITION 1BWL-BBWL-AEND CONDITION 1&4 BWL-1 BWL-2 BWL-3 48'-0" CS-WSP 4'-0"15'-10" CS-WSP 4'-0"20'-2" CS-WSP 4'-0"22'-0"28'-0"CS-WSP4'-0"11'-4"CS-WSP8'-0"4'-8"CS-WSP 3'-10"9'-10" CS-WSP 2'-10"4'-0" DS-GB 16'-0"7'-8" DS-GB 3'-4"2'-6"CS-WSP4'-0"14'-6 1/2"CS-WSP4'-0"7'-5 1/2"CS-WSP4'-0"12'-0"CS-WSP4'-0"20'-0"28'-0"CS-WSP4'-0"14'-0"CS-WSP4'-0"END CONDITION 1 END CONDITION 1 END CONDITION 1END CONDITION 1 CS-PF 1'-10"16'-4" CS-PF 1'-8"8'-4" CS-PF 1'-10"BWL-CBWL-ABWL-BBWL-ABWL-COFFICE: (952) 746-7702 | FAX: (952) 746-7703CELL: (952) 994-6682 | E-MAIL: mikeb@behr-design.comSHEET NO.DATE:DRAWN BY: c 2023 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.S5 Braced Wall DetailsPinnacle Family HomesCharleston Model5364 177th St.Lakeville, MNPeter K.9/19/202323-PFH 3/16" = 1'-0"S5 1Braced Wall -Basement 3/16" = 1'-0"S5 2 Braced Wall -Main Floor END CONDITION 1 BWL-1 BWL-228'-0"CS-WSP 2'-8"11'-6" CS-WSP 4'-0"14'-1" CS-WSP 4'-0"8'-2" CS-WSP 3'-4" 48'-0"2'-0"CS-WSP4'-0"20'-0"CS-WSP4'-0"CS-WSP4'-0"20'-0"CS-WSP4'-0"CS-WSP 3'-10"16'-2" CS-WSP 4'-0"20'-0" CS-WSP 4'-0" END CONDITION 1& 4 END CONDITION 1 END CONDITION 1 BWL-BBWL-AOFFICE: (952) 746-7702 | FAX: (952) 746-7703CELL: (952) 994-6682 | E-MAIL: mikeb@behr-design.comSHEET NO.DATE:DRAWN BY: c 2023 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.S6 Braced Wall PlansPinnacle Family HomesCharleston Model5364 177th St.Lakeville, MNPeter K.9/19/202323-PFH 3/16" = 1'-0"S6 1 Braced Wall -Upper Floor -SA/C HOOK UPSSS3 S R F P S3S S3S R R OUTLET FOR GARAGE OPENER OUTLETS PER CODE S3S SSS S S FIREPLACE S3S3S3R RR DW GARBAGE DISPOSAL SS R R R P P SSS S3R SPANEL OUTLETS PER CODE F FAN W/LIGHT FAN W/LIGHTS3S3SSSS S S S S S SSSSS S W. D. PUCK LIGHTS3 S3 S3S OFFICE: (952) 746-7702 | FAX: (952) 746-7703CELL: (952) 994-6682 | E-MAIL: mikeb@behr-design.comSHEET NO.DATE:DRAWN BY: c 2023 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.E1 Electrical PlansPinnacle Family HomesCharleston Model5364 177th St.Lakeville, MNPeter K.9/19/202323-PFH 3/16" = 1'-0"E1 1Electrical -Basement Plan 3/16" = 1'-0"E1 2 Electrical -Main Floor 3/16" = 1'-0"E1 3 Electrical -Upper Floor Plan 40,000 X X 40,000 40,000 3000 3000 3000 40,000 40,000 13.33 13.33 88,000 1144 1144 .38 .38 .62 .62 8.26 3.2 240 375 375 3916 587 587 -212 NR 170 85