4215 Forest Lake Drive - Building Plans: Residential

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WALL SECTION 2S2 RETAINING WALL TYPEFOUNDATION WALL AT HOUSE STAIRS1'-8"3'-6"3"6"MIN.#4 HORIZ. BARS @ 24" O.C.8" MIN. C.I.P. CONCRETE WALLVERTICAL BAR OPTIONS:#5 BARS @ 24" O.C.OR #6 BARS @ 36" O.C.#4 BARS @ END, MIDDLE,& BEND OF HOOK6'-0" HOOK OPTIONS:#5 HOOKS @ 12" O.C. OR#6 HOOKS @ 18" O.C.8" THICK C.I.P.CONCRETE FOOTING2'-0"4'-0"SLAB-ON-GRADE12"Ø x 10" LONG ANCHORBOLTS (7" MIN. EMBED)@ 48" O.C. MAX.2" TO VERT.BARS & HOOKSSLOPE GRADE AWAYFROM FOUNDATIONLINE OFGRANULARBACKFILLREQUIREMENTS1100% GRANULAROR GRAVELBACKFILL2x8 MIN. TREATED SILL PLATEw/ 112" MAX. OVERHANG10'-0" MAX.2NOT TO EXCEED 10'-0"4'-0" MIN. NOT TO EXCEED 6'-0" NOT TO EXCEED 3'-0"2"VERT. BAR OPTIONS:#5 BARS @ 18" O.C. OR#6 BARS @ 24" O.C.10" MIN. C.I.P.CONCRETE WALLCONTRACTOR IS TOPROVIDE TEMPORARY TOPOF WALL BRACING UNTILSLAB-ON-GRADE IS IN PLACE(HOOKS INTO SLAB PROVIDEREQUIRED TOP OF WALLLATERAL SUPPORT)MAINTAIN MIN. 6" WIDESTEMWALL ABOVE LEDGE2'-0"2'-0"#4 HORIZ. BARS @ 24" O.C.SLAB-ON-GRADESEE 1/S1 FORREINFORCEMENTPROVIDE GRANULARMATERIAL FOR FILLBELOW SLAB#4 x 4'-0" HOOKS@ 24" O.C.#4 x 2'-0" DOWELS @ 24" O.C.(5" MIN. EMBED)24" WIDE x 8" DEEP MIN.CONCRETE STRIP FOOTINGCENTERED UNDER WALLRELATIVELY LEVEL GRADE(COMPACT FILL ALONG WALL)TREATED 2x6 SILL PLATEw/ 112" MAX. OVERHANG12"Ø x 10" LONG ANCHORBOLTS (7" MIN. EMBED)@ 48" O.C. MAX. OR EQUIV. WALL SECTION 5S2 GARAGE FOUNDATION WALLWITH LOW GRADE4'-0" MIN.2"VERT. BAR OPTIONS:#5 BARS @ 24" O.C. OR#6 BARS @ 36" O.C.8" MIN. C.I.P.CONCRETE WALLCONTRACTOR IS TOPROVIDE TEMPORARY TOPOF WALL BRACING UNTILSLAB-ON-GRADE IS IN PLACE(HOOKS INTO SLAB PROVIDEREQUIRED TOP OF WALLLATERAL SUPPORT)MAINTAIN MIN. 6" WIDESTEMWALL ABOVE LEDGE2'-0"2'-0"#4 HORIZ. BARS @ 24" O.C.SLAB-ON-GRADESEE 1/S1 FORREINFORCEMENTPROVIDE GRANULARMATERIAL FOR FILLBELOW SLAB#4 x 4'-0" HOOKS@ 24" O.C.RELATIVELY LEVEL GRADE(COMPACT FILL ALONG WALL)TREATED 2x6 SILL PLATE12"Ø x 10" LONG ANCHORBOLTS (7" MIN. EMBED)@ 48" O.C. MAX. OR EQUIV.#4 x 2'-0" DOWELS @ 36" O.C.(5" MIN. EMBED)20" WIDE x 8" DEEP MIN.CONCRETE STRIP FOOTINGCENTERED UNDER WALL WALL SECTION 4S2 GARAGE FOUNDATION WALLWITH LOW GRADE WALL SECTION 3S2 GARAGE FOUNDATION WALLWITH LOW GRADEMAINTAIN MIN. 6" WIDESTEMWALL ABOVE LEDGE2'-0"2'-0"SLAB-ON-GRADESEE 1/S1 FORREINFORCEMENTPROVIDE GRANULARMATERIAL FOR FILLBELOW SLAB#4 x 4'-0" HOOKS@ 24" O.C.TREATED 2x6 SILL PLATE12"Ø x 10" LONG ANCHORBOLTS (7" MIN. EMBED)@ 48" O.C. MAX. OR EQUIV.#4 HORIZ. BARS @ 24" O.C.#4 x 2'-0" DOWELS @ 48" O.C.(5" MIN. EMBED)20" WIDE x 8" DEEP MIN.CONCRETE STRIP FOOTINGCENTERED UNDER WALL(PROVIDE ADEQUATEFROST PROTECTION)8" MIN. C.I.P.CONCRETE WALLRELATIVELY LEVEL GRADE(COMPACT FILL ALONG WALL)DESIGN SHOWN FOR 3/S2 - 5/S2 RELIES ON CURED CONCRETE SLABFOR TOP OF WALL LATERAL SUPPORT. MEANS AND METHODS OFBRACING DURING CONSTRUCTION IS THE RESPONSIBILITY OF THECONTRACTOR. THE HANSON GROUP RECOMMENDS EITHER STEELBRACING ALONG THE EXTERIOR PERIMETER OR POURED CONCRETEWING WALLS ALONG THE INTERIOR PERIMETER BY OTHERS.COPYRIGHT HANSON GROUP, LLC 2024©August 20, 2024Project Number:Date:4.362S22Sheets: of3PLANS SHOWN LIGHT IN BACKGROUND ARE FORLOCATION REFERENCE ONLY. PLAN NOTES ANDELEMENTS SHOWN LIGHT MAY NOT NECESSARILYSUPPORT THE HANSON GROUP'S DESIGN.DescriptionDateRevisionPrint Name:Signed: License Number:Ryan Mack8-20-2446673Date:I hereby certify that this plan, specification or reportwas prepared by me or under my direct supervisionand that I am a duly Licensed Professional Engineerunder the laws of the State of Minnesota.Norton Homes18215 45th Avenue N, Suite D Plymouth, MN 554465851 Cedar Lake RoadSuite 202St. Louis Park, MN 55416Tel 612-708-3572www.hansongroupmn.com(4.5-FT)(4.5-FT)(4.5-FT)(5-FT)(5-FT)(5-FT)(5-FT)(5-FT)(7-FT)(8-FT) (4-FT)(8-FT)(8-FT) (4-FT)(4-FT)(4-FT) BRACEDWALL LINEBRACEDWALL LINE BRACED WALL LINE BRACED WALL LINEBRACEDWALL LINE BRACEDWALL LINE(3-FT)(2.5-FT)(3.5-FT)(3.5-FT)MAIN LEVEL PLAN SHOWN FORLOCATION REFERENCE ONLY1S2REFERENCE PLANPROVIDE TOP OF WALLCONNECTIONS SHOWN FORBRACED WALL PANELS ALONGINDICATED PORTION OF WALLCONSTRUCTPORTAL FRAMEAS SHOWN IN 1/S3CONSTRUCTPORTAL FRAME ASSHOWN IN 1/S3 SIM.CONSTRUCT EXTENDEDHEADER RIGID SHEARPANEL AS SHOWN IN 2/S3CONSTRUCTSHEARWALL ASSHOWN IN 3/S3CONSTRUCTSHEARWALL ASSHOWN IN 3/S3 SIM.SCREEN PORCH EXTERIOR 12'-838"± MAX. TALL WOOD WALLS TO BE CONSTRUCTED AS FOLLOWS:·2x6 @ 16" O.C. OR (2) 2x4 @ 16" O.C.TYPICAL FULL HEIGHT WALL FRAMING (BALLOON FRAMED)·PROVIDE FULL DEPTH BLOCKING BETWEEN STUDS AT INTERVALS NOT TO EXCEED 10-FT ALONG HEIGHT OF WALL·PROVIDE BEARING & KING STUDS NOTED ON PLAN·TOP OF WALL BRACING IS TO BE PROVIDED BY TRUSS SUPPLIER AT GABLE END·PROVIDE TOP OF WALL CONNECTIONS SHOWN FOR BRACED WALL PANELS ALONG FULL LENGTH OF WALLSGengler Residence4215 Forest Lake DriveOrono, MNBRACEDWALL LINEBUILT-UP (3) 2x6 POSTSFASTENED TOGETHER w/(2) 0.221"Ø x 438" SIMPSON SDWTRUSS-PLY SCREWS @ 9" O.C.(1) 2x6 BEARING STUD &(1) 2x6 FULL HEIGHT KING STUD(1) 2x6 BEARING STUD &(3) 2x6 FULL HEIGHT KING STUDSGarage Foundation Wall