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HomeMy WebLinkAbout2785 Shadywood Road - Building Plans: Residential2 A3.0 3 A3.0 4 A3.0 1 A3.0 OPEN TRENCH SLAB ON GRADE UNEXCAVATED (TYP) UNEXCAVATED UNEXCAVATED FOOT GRILLE ABOVE -DRAIN TO DAYLIGHT 28'-0"44'-0"60'-0"86'-0"23'-4"15'-4"7'-9"10'-6"7'-9"16'-6"12'-0"15'-6" 40'-6 1/2"41'-1 1/2"3'-0"16'-0"2'-4"2'-11"16'-2" M.O.2'-11"9'-2" M.O.1'-5" 4'-0"22'-0"14'-0" 40'-0" 3'-5" 2'-0"2'-4" 2'-4"3'-0"14'-8"18'-0"36'-0"5'-4"3'-10" 11'-11 1/2"4'-0"5'-0"2'-0"1'-4"26'-0"23'-4"24'-5"3'-2" M.O.12'-0"29'-2"5'-0"1'-4"2'-0"1'-4"BUTTRESSBUTTRESS6'-0"SLAB ON GRADE UNEXCAVATED (TYP)FACE OF STONEVENEER (ABOVE)NON-BEARING INTERIOR WALLS (ABOVE) 11 1/2"4'-0"PROVIDE SLEEVING THROUGH FDN AS NECESSARY FOR IN-FLOOR HEAT (TYP) 11'-11 1/4"6 1/2"3'-5 1/2"2'-0"1 1/2"12'-3 1/2"7'-10 1/2"8'-2 3/4"3'-10 41/64"4'-8 7/64"14'-11"11'-10"RAISED STEM WALL-SEE STRUCT5'-0"3'-8"1'-0" STUD WALL DRAWING KEY: LSL-FRAMED WALL FOUNDATION WALL LOWER LEVEL PLAN NOTES: -SEE EXTERIOR ELEVATIONS AND BUILDING SECTIONS FOR SLAB AND FOOTING HEIGHTS. -VERIFY SLAB HEIGHT BASED ON WATER TABLE -ALL DIMENSIONS ARE ±. GENERAL CONTRACTOR TO FIELD VERIFY ALL EXISTING SITE CONDITIONS PRIOR TO COMMENCEMENT OF CONSTRUCTION -ALL DIMENSIONS TO FINISH FACE UNLESS OTHERWISE NOTED. LEVEL FINISHED UNFINISHED SPACE SPACE MAIN: 2,385 1,183 GARAGE & MECH. 311 4-SEASON 59 ENTRY PORCH 48 LAKE ENTRY UPPER: 2,158 311 LAKE TERRACE 901 SIMULATOR, BUNK ROOM, MEDIA, BAR 4,854 S.F.2,502 S.F. . GRAND TOTAL: ,35 AREA CALCULATIONS SUMMARY (5/2/24): A1.0 FOUNDATION PLAN Foundation Plan 1/4" = 1'-0"A1.0 1 ISSUE DATE 52.250.141 WINDMILLER DESI*N STUDIO .OS.IE RESIDEN&E2785 SHADYWOOD ROAD ORONO, MN 55331NOTE: WINDMILLER DESIGN STUDIO, LLC. ASSUMES NO RESPONSIBILITY FOR STRUCTURAL OR DIMENSIONAL ERRORS OR OMISSIONS. WINDMILLER DESIGN STUDIO, LLC. ASSUMES NO RESPONSIBILITY FOR THE WORKMANSHIP OF THE SUB-CONTRACTORS. THE CONTRACTOR AND/OR OWNER MUST VERIFY AND CHECK ALL NOTES, DETAILS, ELEVATIONS, SECTIONS AND FLOOR PLANS AND NOTIFY WINDMILLER DESIGN STUDIO, LLC. OF ANY ERRORS OR OMISSIONS FOR POSSIBLE CORRECTION PRIOR TO THE START OF CONSTRUCTION. © 2024 Windmiller Design Studio. Reproduction solely by Windmiller Design Studio. 5.2.24 N W E S Reviewed for Code Compliance Nicole Post RPS24-000036 5-8-24 Additional permits required: Plumbing Mechanical Electrical Sewer Stamped and approved plans must be on site for the duration of the project and all inspections. To schedule inspections call: 952-249-4613 Please have the permit number and street address ready at time of call. See Engineering Please plan accordingly. The City will not issue a Temporary Certificate of Occupancy (Temp CO) for new homes during the growing season from May 1st to November 1st. Issuance of a Certificate of Occupancy requires all permits associated with the project to be finaled and an as-built survey approved by the City. If vegetation is not fully established at the time of CO issuance, the erosion control escrow will continue to be held. 2 A3.0 3 A3.0 4 A3.0 1 A3.0 FURN. WATER HTR F.D. KITCHEN GREAT ROOM 3-SEASON PORCH ENTRY FOYER PWDR PRIMARY BATH PRIMARY BEDROOM DINING SCULLERY 3-CAR GARAGE CHANGING ROOM MUD PRIMARY W.I.C. SAUNABATH #1 COAT CL. LAKE ENTRY 3'-0"8'-10"3-6 CASED OPENING2'-0"4'-4"4'-8" 3'-8"4'-0 1/2"2'-0"6'-2" 36" REF. 30" FRZ 48" RANGE BAR TR/REC. D.W.4'-0 1/2"2'-0"CLG: 10'H 9'-0" X 8'-0" O.H. INSUL GARAGE DR 16'-0" X 8'-0" O.H. INSUL GARAGE DR 3-03-0 20 MIN. RATED 3-0 9'-0" CLG. HT. 14'-8 1/4" (176.25") X 8'-0" (96")O2X ONE-WAY STACKING MULTI-SLIDEOPTION: HYDRAULICIN FLOOR HEAT 4'-0" 16'-6"12'-0"14'-2"10'-0"14'-8"5'-4"3'-2 1/2"28'-0"8'-0"9'-4"2-6 5"3'-5 5/8"5" 9'-6"18'-0"14'-0" 9'-0 5/8"9'-0 5/8"11'-0"18'-1 1/4" 2-8 3'-6"3'-0"16'-0"3'-0"9'-0"1'-6"2'-0"7'-9"10'-6"7'-9"1'-0 1/4" 2'-0"(2) 3'-0" X 5'-0"BENCH W/ HOOKS DROP ZONE 9'-0" CLG. HT.10'-2 3/4"4'-6"6'-0 3/4"2 - 6 5'-9 3/4"9'-0" CLG. HT.2-43-0 X 8-0WD3-02-64'-8 3/4"5'-2"5'-0"ARCHED OPENING 3'-0"3-0 PKTSTEEL FOOT GRILLE OVER DRAIN BOX VAULT 2-6 6'-11"4'-7 1/2" 3-0 5'-0"2-62-8 PKTT.V.OUTDOORSHOWERBENCHW/ HOOKS2-6 BENCH W/ HOOKS 86'-0" 40'-6 1/2"41'-1 1/2"16'-0"3'-0"60'-0"26'-0"5'-8 1/4"36'-0"2'-0"2'-0" 4'-0"22'-0"14'-0" 40'-0" 3-0 PKT 2x6 WALL CHARGER 16"D STORAGE SHELVES +/- 4" CURB 2'-4"5'-3"28'-6 1/2"12'-0" 1'-4"5'-4 1/2"2'-0"2'-6 1/4"4'-3 1/4" 3'-0" X 5'-0"3'-0" X 5'-0"9'-4" HEAD HEIGHT6'-8 1/2"4'-6 1/4"5'-5 1/2"6'-8 1/2"17'-8 3/4" 2'-5 1/4"5'-4 3/4"12'-4"5'-9 1/2"5'-9 1/2"2'-5" X 3'-11"(3) 2'-11" X 6'-0"(3) 2'-11" X 1'-4" TRANSOMS2'-6 1/2"3'-0" X 5'-0"2'-2 1/2"2'-2 1/2"8"5'-0"DN (1) R 12'-0"4'-0"UP (19) 7 3/8" RISERS (18) 10" TREADS(3) 3'-0" x 5'-0"3-0 INSUL2'-0"2-1010"DRAIN TODAYLIGHTSOUND INSUL3-03'-0"3'-0"5 3/4"10"DROPPED BEAM-SEE STRUCT4'-3 5/8" 4'-3 5/8" TYPICAL: WHITE OAK BOX BEAMS, CHARACTER GRADE EQ.EQ.EQ.CLG: 10'H EZE BREEZE SCREENS ALTERNATE: PHANTOM SCREENS DN (2)R 10"13'-4"10"4'-5 1/2"3'-4"3'-4"8'-2"7'-7 1/4"3'-5 1/2"7'-9"5'-6 1/4"3'-10 1/4" 1'-4"(3) 2'-8" X 5'-0"(3) 2'-8" X 1'-4" TRANSOMS9'-4" HEAD HEIGHT2'-5" X 3'-11"3'-0" X 5'-0"2'-0" X 3'-6"2'-8" X 5'-0"2'-8" X 1'-4" TRANSOM2'-8" X 5'-0"2'-8" X 1'-4" TRANSOMTR. REC. NICHE SHELF 44'-0"5'-3"4'-0"4'-0"4'-5 1/2"6'-8" STONE VENEER 18" FLOOR TRUSSESSPACING BY SUPPLIER18" FLOOR TRUSSES SPACING BY SUPPLIER 2X12 ROOF JOISTS AT 16" O.C.LOW-DEFLECTION BEAM-SEE STRUCT2x6 WALL1'-6 1/4"1'-11"4'-0"1'-4"1'-4"2'-0"BUTTRESSBUTTRESSFACE OF STONE VENEER (BELOW) FACE OF STONE VENEER (BELOW) STONE VENEERSTONE VENEER3-0CLOSET A/C MECH. 2'-0 1/2"6'-0"8'-0"VOID 6'-0" FLOOR DRAIN 6'-0" FLOOR DRAIN 2-6 LAUNDRY 9'-0" CLG. HT. 3'-5 1/2"9'-2"3'-1 1/4" CONC LANDING LOW-PRESSURE EXHAUST FAN ABOVE 4'-1 1/2"4'-4 1/2"1'-5 1/4"4'-5"4'-11"2'-0 3/4"2'-0 3/4"DN DN 1'-4"24" FLOOR TRUSSESSPACING BY SUPPLIER2x6 WALL INSULATEDAS REQUIRED FOR SAUNADN FURR OUT 2x6 WALL 2"FOR LIGHT SWITCHES18" FLOOR TRUSSES SPACING BY SUPPLIER 18" FLOOR TRUSSESSPACING BY SUPPLIERRUN DUCTS THROUGH FLOOR TRUSSES. OPTION: MECH SOFFIT DN (1) R2x6 WALL2x6 WALL5 1/2"5'-0"5'-0"5 1/2"5'-0" 5'-4"4'-5"4'-5 1/2"5'-10" X 4'-11" CUSTOM LOWEN AWNING W/ PISTON LIFT (2) 2'-5" X 3'-11"18" FLOOR TRUSSESSPACING BY SUPPLIER24" FLOOR TRUSSESSPACING BY SUPPLIER24" FLOOR TRUSSESSPACING BY SUPPLIER2x8 JOISTSAT 16" O.C.BEAM -SEE STRUCTBEAM -SEE STRUCTBEAM -SEE STRUCT BEAM -SEE STRUCTBEAM -SEE STRUCTWALLS ABOVE3'-8"5'-5 1/4"5'-6 3/4"9'-1 1/4"3'-0"2'-6 3/4"5'-8 3/4"5'-4 1/2"6'-1 1/2"4'-6 1/4"3'-4 3/4"1'-1 1/2" 15'-8 3/4"9 1/4"4'-8 3/4"1'-6"1'-6"2'-2 1/2"2'-2 1/2"11'-0"8"8"16'-0"22'-0"6'-3 1/2"11"2'-0 3/8"5'-10 5/8"1'-3 3/4" SOUND INSUL 8 3/4"CLG: 10'H CLG: 10'H CLG: 10'H CLG: 10'H CLG: 8'H CLG: 10'H CLG: 10'H CLG: 10'H, 2 LAYERS OF GYP BD & ACOUSTIC BATT INSULATION WALLS: 2 LAYERS OF GYP BD & ACOUSTIC BATT INSULATION WHERE SHOWN CLG: 10'H 6'-2 7/8"5'-9 1/8"3'-8"8'-0"2'-0"4'-6 1/2"5 1/2"2'-8"5'-3 3/4"CLG: 9'-6"HCLG: 9'-0"H 5'-0"1'-0" CLG: 9'H PATIO 12'-0"23'-4"2'-0" EXTERIOR CABINET STUD WALL DRAWING KEY: -SEE EXTERIOR ELEVATIONS AND BUILDING SECTIONS FOR PLATE HEIGHT. -WINDOW MANUFACTURER: PELLA. SERIES: LIFESTYLE UNLESS NOTED OTHERWISE. -FINISHED HEIGHT OF WINDOWS, DOORS, AND OPENINGS SET AT 8'-0" THIS LEVEL UNLESS OTHERWISE NOTED. VERIFY ALL WINDOW, DOOR & CASED OPENING HEADER HTS. -ALL WINDOW DESIGNATIONS ARE GENERIC. -SUBMIT PRODUCT INFORMATION TO OWNER FOR REVIEW. -SUPPLIER TO CONFIRM EGRESS & TEMPERED LOCATIONS AND EXTENDED JAMB LOCATIONS. -ALL DIMENSIONS ARE ±. GENERAL CONTRACTOR TO FIELD VERIFY ALL EXISTING SITE CONDITIONS PRIOR TO COMMENCEMENT OF CONSTRUCTION -ALL DIMENSIONS TO FINISH FACE UNLESS OTHERWISE NOTED. MAIN LEVEL PLAN NOTES: LEVEL FINISHED UNFINISHED SPACE SPACE MAIN: 2,385 1,183 GARAGE & MECH. 311 4-SEASON 59 ENTRY PORCH 48 LAKE ENTRY UPPER: 2,158 311 LAKE TERRACE 901 SIMULATOR, BUNK ROOM, MEDIA, BAR 4,854 S.F.2,502 S.F. . GRAND TOTAL: 7,356 AREA CALCULATIONS SUMMARY (5/2/24): A1.1 MAIN LEVEL PLAN Main Level Plan 1/4" = 1'-0"A1.1 1 ISSUE DATE 52.250.141 WINDMILLER DESI*N STUDIO .OS.IE RESIDEN&E2785 SHADYWOOD ROAD ORONO, MN 55331NOTE: WINDMILLER DESIGN STUDIO, LLC. ASSUMES NO RESPONSIBILITY FOR STRUCTURAL OR DIMENSIONAL ERRORS OR OMISSIONS. WINDMILLER DESIGN STUDIO, LLC. ASSUMES NO RESPONSIBILITY FOR THE WORKMANSHIP OF THE SUB-CONTRACTORS. THE CONTRACTOR AND/OR OWNER MUST VERIFY AND CHECK ALL NOTES, DETAILS, ELEVATIONS, SECTIONS AND FLOOR PLANS AND NOTIFY WINDMILLER DESIGN STUDIO, LLC. OF ANY ERRORS OR OMISSIONS FOR POSSIBLE CORRECTION PRIOR TO THE START OF CONSTRUCTION. © 2024 Windmiller Design Studio. Reproduction solely by Windmiller Design Studio. 5.2.24 N W E S See Engineering Enclosed space under stairs shall have walls and under-stair surface enclosed with 1/2" gypsum board Per MNRC R302.7 Provide fire blocking vertically at ceilings and floors, and horizontally at intervals not exceeding 10'. Drain to daylight. Tempered window required Mechanical Ventilation Required in All Water Closets Screens cannot be replaced with windows at any time without engineering and an additional permit. Unprotected portions of floor shall not exceed 80 Sq Ft. Per MNF&G 505.4 Hoods exhausting in excess of 400cfm must provide heated makeup air at a rate approx equal to exhaust air rate Calcs say 600 cfm with 10" round interlocked 2 A3.0 3 A3.0 4 A3.0 1 A3.0 REC ROOM LAKE TERRACE BEDROOM #3 BEDROOM #4 W.I.C. #2 BEDROOM #2 EXERCISEBATH #2 CL #4A UPPER HALL SHARED BATH 2-8 13'-0"12'-0"16'-6" 3-0 CASED OPENING CLG: VAULTED DN 2'-6" 39'-8"4'-9"4'-9"2'-0"22'-0"22'-0"16'-0"3-01'-8"FLAT ROOF 9'-2"4'-0" X 6'-0"CLG: 8'H +BOX VAULT (2) 3'-0" X 5'-0" 8'-0" FIN. HEAD HEIGHT 2 - 6 2-62-83'-0" X 5'-0" 13'-9"16'-0"2-62-62-6 2-8 T.V.1'-0"CHASE FLUE 4'-4"7'-0"42'-0"2'-4" 12'-8"5'-10 1/2" 6'-8"6'-0"3'-3 1/2" 16'-0"10'-0" 8'-0" 16'-0" 40'-0" 17'-0"7'-0" 8'-0" 2'-1"14'-5"5'-0"19'-8"12'-8"6'-0"H KNEE WALL6'-0"H KNEE WALL6'-0"H KNEE WALL 3'-0" X 6'-0"2'-5" x 3'-11" (3) 3'-0" X 6'-0"2'-0"4'-2"5'-8 3/4" CL #4B W.I.C. #3 5'-0"FLAT ROOF16'-6"44'-4" 84'-0"28'-0"6'-0"H KNEE WALL GOLF SIMULATOR 5 3/4"26'-0"CLG: FLATCURB FLAT ROOF 1'-0"4 1/2" 2'-1 1/2" 2'-5" x 3'-11" 2'-0" x 3'-6"2'-0" x 3'-6"2'-0" x 3'-6"2'-0" x 3'-6"(2) 3'-0" X 6'-0" 2'-5" x 3'-11"2'-5" x 3'-11"(2) 3'-0" X 6'-0"4'-0" X 6'-0"4'-0" X 6'-0"(3) 3'-0" X 6'-0"8'-0" FIN. HEAD HEIGHT(3) 2'-8" X 6'-0"4'-0"SOUND INSUL CLG: 8' 3'-5 1/2"5'-10"6'-11 1/2"11'-8"10'-8 3/4"4'-1"3'-2 1/4"4'-4 1/2"6'-3"5'-4 1/2"5'-10"4'-0"5'-10"5'-3 3/8"7'-4 5/8" 2'-4 1/4"3'-7 3/4"1'-7 3/4"2'-4 1/4"1'-9 1/2"9'-2"3'-5 1/2" 1'-4" 3'-8" 2'-3 1/4"9'-2"1'-6 3/4" 2'-1 1/4" 2'-0 3/4"3'-9 1/4" 4'-0"8'-0"8'-0"14'-8"10'-1"8'-3"8'-3"4'-4 1/4"11'-0"11'-0"SCISSOR TRUSSES SPACING BY SUPPLIERSCISSOR TRUSSESSPACING BY SUPPLIERROOF TRUSSESSPACING BY SUPPLIERSCISSOR TRUSSESSPACING BY SUPPLIERLOW-DEFLECTION BEAM -SEE STRUCT3'-0"4'-4"4'-4"3'-0"4'-4"6'-0"8'-0"1'-6 1/2"2'-4"4'-4"DN 1/2"4'-0"4'-0"4'-5 1/2"6'-9"1'-0"STORAGE 3-0 STORAGE CABINET 4'-4 1/4"4'-2 1/4"3'-11"2'-7 1/2" 2-6 CASED OPENING MEDIA ROOM CLG: 10'15'-9"19'-0"2'-4"3'-7" BUNK ROOM CLG: 10' BAR CLG: 10'4'-11 1/2"8'-7"2'-9"10'-0"4'-5"2'-0"HALL CLG: 8' CLG: 10' 6'-0"H KNEE WALL OFFICE 13'-9" 6'-5" 9'-8 1/2"GLASS WALL(3) 2'-8" X 6'-0"5 3/4"2'-5" X 6'-0"T.V.3-02-6 PKT4'-0" CASED OPENINGSH.PWDR 3'-0" VANITY 5'-8 3/4"SH. LIN. FURNACE ROOM CABLE RAILING OR APPROVED ALT. 6'-8"1'-0"6'-8"4'-0 3/4"6'-0 1/4"2'-6"5'-2"8"8'-5"8'-4"5'-3"2'-0"4'-4 1/2"1'-6 3/4"2-42'-0" 7'-7 3/4"4'-4 1/4" 3'-2 1/4" 2-6 SOUND INSUL FLAT ROOF SPACING BY SUPPLIER 2x6 WALL11'-8 1/4"5'-3 3/4"4'-5 1/2"6'-6 1/2"6'-6 1/2"4'-5 1/2"3'-3"5'-0"5'-0"2'-5" X 6'-0"3'-3"(3) 2'-11" X 6'-0"3'-0"3'-0"9'-4" HEAD HEIGHT3'-0"5 1/2"5'-0"5'-0"3'-0"5 1/2"SHEATHING EXTENDS INTO ADJACENT WALL -SEE STRUCT SHEATHING EXTENDS INTO ADJACENT WALL -SEE STRUCT5 1/2"5 1/2"1'-0 1/4"6 1/2"18'-9 5/64"2'-1"ROOF TRUSSES SPACING BY SUPPLIERGIRDER TRUSSGIRDER TRUSSROOF TRUSSESSPACING BY SUPPLIERROOF TRUSSESSPACING BY SUPPLIERROOF TRUSSESSPACING BY SUPPLIERROOF TRUSSES SPACING BY SUPPLIER GIRDER TRUSS GIRDER TRUSS 2x10AT 16" O.C.GIRDER TRUSSGIRDER TRUSS6'-0"H KNEE WALL2-8WD2-8 PKT7'-0 3/4"5'-3"6'-11 1/4"2x6 WALL 3'-1 1/4"1'-10 1/2" LAUNDRY CLG: 8'CLG: 8'CLG: 8' CLG: 8' CLG: 8'CLG: 8'2x6 WALLCLG: VAULTED, 2 LAYERS OF GYP BD WALLS: 2 LAYERS OF GYP BD & ACOUSTIC BATT INSULATION WHERE SHOWN CLG: VAULTED, 2 LAYERS OF GYP BD WALLS: 2 LAYERS OF GYP BD & ACOUSTIC BATT INSULATION WHERE SHOWNSCISSOR TRUSSESSPACING BY SUPPLIER2X6 WALL3-0ROOF TRUSSES SPACING BY SUPPLIER 14'-8 1/4" (176.25") X 8'-0" (96")O2X ONE-WAY STACKING MULTI-SLIDEOPTION: HYDRAULIC5'-11 1/4" X 6'-9 1/2" SLIDING DOOR STUD WALL DRAWING KEY: UPPER LEVEL PLAN NOTES: -SEE EXTERIOR ELEVATIONS AND BUILDING SECTIONS FOR PLATE HEIGHT. -WINDOW MANUFACTURER: PELLA. SERIES: LIFESTYLE UNLESS NOTED OTHERWISE. -FINISHED HEIGHT OF WINDOWS, DOORS, AND OPENINGS SET AT 6'-8" THIS LEVEL UNLESS OTHERWISE NOTED. VERIFY ALL WINDOW, DOOR & CASED OPENING HEADER HTS. -ALL WINDOW DESIGNATIONS ARE GENERIC. -SUBMIT PRODUCT INFORMATION TO OWNER FOR REVIEW. -SUPPLIER TO CONFIRM EGRESS & TEMPERED LOCATIONS AND EXTENDED JAMB LOCATIONS. -ALL DIMENSIONS ARE ±. GENERAL CONTRACTOR TO FIELD VERIFY ALL EXISTING SITE CONDITIONS PRIOR TO COMMENCEMENT OF CONSTRUCTION -ALL DIMENSIONS TO FINISH FACE UNLESS OTHERWISE NOTED. LEVEL FINISHED UNFINISHED SPACE SPACE MAIN: 2,385 1,183 GARAGE & MECH. 311 4-SEASON 59 ENTRY PORCH 48 LAKE ENTRY UPPER: 2,158 311 LAKE TERRACE 901 SIMULATOR, BUNK ROOM, MEDIA, BAR 4,854 S.F.2,502 S.F. . GRAND TOTAL: 7,356 AREA CALCULATIONS SUMMARY (5/2/24): A1.2 UPPER LEVEL PLAN Upper Level Plan 1/4" = 1'-0"A1.2 1 ISSUE DATE 52.250.141 WINDMILLER DESI*N STUDIO .OS.IE RESIDEN&E2785 SHADYWOOD ROAD ORONO, MN 55331NOTE: WINDMILLER DESIGN STUDIO, LLC. ASSUMES NO RESPONSIBILITY FOR STRUCTURAL OR DIMENSIONAL ERRORS OR OMISSIONS. WINDMILLER DESIGN STUDIO, LLC. ASSUMES NO RESPONSIBILITY FOR THE WORKMANSHIP OF THE SUB-CONTRACTORS. THE CONTRACTOR AND/OR OWNER MUST VERIFY AND CHECK ALL NOTES, DETAILS, ELEVATIONS, SECTIONS AND FLOOR PLANS AND NOTIFY WINDMILLER DESIGN STUDIO, LLC. OF ANY ERRORS OR OMISSIONS FOR POSSIBLE CORRECTION PRIOR TO THE START OF CONSTRUCTION. © 2024 Windmiller Design Studio. Reproduction solely by Windmiller Design Studio. 5.2.24 N W E S Window opening control devices on windows serving as a required emergency escape and rescue opening shall comply with ASTM F2090 Unprotected portions of floor shall not exceed 80 Sq Ft. Attic access is required. Shall be not less than 22" x 30" and be located in an accessible location. 2 A3.0 3 A3.0 4 A3.0 1 A3.01'-0" TYPICAL AT SHED END1 1/2" TYPICAL AT GABLE END 2'-0"16:1216:1216:1216:1216:1216:12 16:12 16:12 16:12 16:12 1/4 : 12 FLAT ROOF FLAT ROOF FLAT ROOF METAL ROOF1/4 : 12 STANDING SEAM METAL ROOF FLAT ROOF 6'-0"2'-0"STONE VENEER CHIMNEY16:1216:128:1216:128:1216:1216:12STANDING SEAM METAL ROOF8:12FLAT ROOF (BELOW)12:128:12FLAT ROOF4:1216:12 16:12 8:12 16:1216:124:1216:12 8:1216:12RIDGE VENT RIDGE VENT RIDGE VENT RIDGE VENTRIDGE VENT RIDGE VENTRIDGE VENTRIDGE VENTRIDGE VENTRIDGE VENTLAKE TERRACE (BELOW) DECK ON FLAT ROOF A1.3 ROOF PLAN Roof Plan 1/4" = 1'-0"A1.3 1 ISSUE DATE 52.250.141 WINDMILLER DESI*N STUDIO .OS.IE RESIDEN&E2785 SHADYWOOD ROAD ORONO, MN 55331NOTE: WINDMILLER DESIGN STUDIO, LLC. ASSUMES NO RESPONSIBILITY FOR STRUCTURAL OR DIMENSIONAL ERRORS OR OMISSIONS. WINDMILLER DESIGN STUDIO, LLC. ASSUMES NO RESPONSIBILITY FOR THE WORKMANSHIP OF THE SUB-CONTRACTORS. THE CONTRACTOR AND/OR OWNER MUST VERIFY AND CHECK ALL NOTES, DETAILS, ELEVATIONS, SECTIONS AND FLOOR PLANS AND NOTIFY WINDMILLER DESIGN STUDIO, LLC. OF ANY ERRORS OR OMISSIONS FOR POSSIBLE CORRECTION PRIOR TO THE START OF CONSTRUCTION. © 2024 Windmiller Design Studio. Reproduction solely by Windmiller Design Studio. 5.2.24 N W E S CHIMNEY SHROUD BY FIRESIDE 2'-0"4'-4"3'-6"16 12 4 12 16 12 8'-0"1'-0"4'-4"3'-6"16 12 TYPICAL EXTERIOR WALL: SIDING PER ELEVATION HOUSEWRAP 1/2" EXTERIOR PLYWOOD SHEATHING 2X6 WOOD STUDS @ 16" O.C. R-20 (MIN) BATT INSULATION 6 MIL POLY VAPOR BARRIER 1/2" INTERIOR GYPSUM BOARD, SMOOTH FINISH. ALL FENESTRATION: U-FACTOR 0.32 (MAX) TOP OF BONUS ROOM PLATE 10'-1 1/8"4 12 4 12 TOP OF MAIN LEVEL TOP PLATE TOP OF FDN & TOP OF SLAB AT HOUSE 10'-1 1/8"TOP OF GRADE 10" (6" MIN.)1'-6 3/4"TOP OF UPPER LEVEL SUBFLOOR (18" FLOOR TRUSSES) TOP OF UPPER LEVEL TOP PLATE 8'-1 1/8"TOP OF FOOTING 4'-0" MIN.-SEE STRUCTTOP OF SLAB AT GARAGE 4"TOP OF GARAGE TOP PLATE 9'-7 1/8"6"METAL BRACKET 8 12 1'-0" 1'-0" METAL BRACKET CORBEL CORBEL 8'-0"2'-0"4'-4"3'-6"27'-9 7/8" (30' MAX ALLOWABLE HT)STANDING SEAM METAL ROOF 16 12 16 12 TOP OF BONUS ROOM PLATE 10'-1 1/8"TOP OF MAIN LEVEL TOP PLATE TOP OF FDN & TOP OF SLAB AT HOUSE 10'-1 1/8"TOP OF GRADE 10" (6" MIN.)1'-6 3/4"TOP OF UPPER LEVEL SUBFLOOR (18" FLOOR TRUSSES) TOP OF UPPER LEVEL TOP PLATE 8'-1 1/8"TOP OF FOOTING 4'-0" MIN.-SEE STRUCTTOP OF SLAB AT GARAGE 4"TOP OF GARAGE TOP PLATE 9'-7 1/8"6"2'-11 1/2"4'-1 1/2"4'-2"4'-4"3'-6"1'-0" 1'-0" 1 1/2" METAL BRACKET CORBEL CORBEL A2.0 EXTERIOR ELEVATIONS Exterior Elevation - North 1/4" = 1'-0"A2.0 1 ISSUE DATE 52.250.141 WINDMILLER DESI*N STUDIO .OS.IE RESIDEN&E2785 SHADYWOOD ROAD ORONO, MN 55331NOTE: WINDMILLER DESIGN STUDIO, LLC. ASSUMES NO RESPONSIBILITY FOR STRUCTURAL OR DIMENSIONAL ERRORS OR OMISSIONS. WINDMILLER DESIGN STUDIO, LLC. ASSUMES NO RESPONSIBILITY FOR THE WORKMANSHIP OF THE SUB-CONTRACTORS. THE CONTRACTOR AND/OR OWNER MUST VERIFY AND CHECK ALL NOTES, DETAILS, ELEVATIONS, SECTIONS AND FLOOR PLANS AND NOTIFY WINDMILLER DESIGN STUDIO, LLC. OF ANY ERRORS OR OMISSIONS FOR POSSIBLE CORRECTION PRIOR TO THE START OF CONSTRUCTION. © 2024 Windmiller Design Studio. Reproduction solely by Windmiller Design Studio. 5.2.24 Exterior Elevation - West 1/4" = 1'-0"A2.0 2 4 12 3573 3573 3573 3573 3573 3573 2'-0"CHIMNEY SHROUD BY FIRESIDE 4'-4"3'-6"4'-4"3'-6"STANDING SEAM METAL ROOF EZE-BREEZE SCREENS OPTION: PHANTOM SCREENS 16 12 16 12 3'-0" 4 12 TYPICAL ROOF: ROOF VENTS AS REQ'D ARCHITECTURAL ASPHALT SHINGLES ASPHALT FELT PAPER 2 COURSES ICE & WATER SHIELD @ ALL EAVES AND VALLEYS AND 100% COVERAGE ON LOWER 6 FT 5/8" CDX ROOF SHEATHING ENGINEERED ROOF TRUSSES BY MFR R-49 (MIN) INSULATION: R-35 13" FIBERGLASS BLOWN-IN INSULATION ON R-14 2" CLOSED-CELL SPRAY FOAM INSULATION 6 MIL POLY VAPOR BARRIER TYPICAL EXTERIOR WALL: SIDING PER ELEVATION HOUSEWRAP 1/2" EXTERIOR PLYWOOD SHEATHING 2X6 WOOD STUDS @ 16" O.C. R-20 (MIN) BATT INSULATION 6 MIL POLY VAPOR BARRIER 1/2" INTERIOR GYPSUM BOARD, SMOOTH FINISH. ALL FENESTRATION: U-FACTOR 0.32 (MAX) 4 12 8 12 8 12 TOP OF MAIN LEVEL TOP PLATE TOP OF FDN & TOP OF SLAB AT HOUSE 10'-1 1/8"TOP OF GRADE 10" (6" MIN.)1'-6 3/4"TOP OF UPPER LEVEL SUBFLOOR (18" FLOOR TRUSSES) TOP OF UPPER LEVEL TOP PLATE 8'-1 1/8"TOP OF FOOTING 4'-0" MIN.-SEE STRUCTTOP OF SLAB AT GARAGE 4"TOP OF GARAGE TOP PLATE 9'-7 1/8"6"METAL BRACKET 1'-0" 1 1/2" 4'-0" 1'-0" 1'-0" 1'-0" CORBEL CORBEL 8'-7"4'-4"4'-6"16 12 16 12 12 12 13'-6" 16 12 TYPICAL ROOF: ROOF VENTS AS REQ'D ARCHITECTURAL ASPHALT SHINGLES ASPHALT FELT PAPER 2 COURSES ICE & WATER SHIELD @ ALL EAVES AND VALLEYS AND 100% COVERAGE ON LOWER 6 FT 5/8" CDX ROOF SHEATHING ENGINEERED ROOF TRUSSES BY MFR R-49 (MIN) INSULATION: R-35 13" FIBERGLASS BLOWN-IN INSULATION ON R-14 2" CLOSED-CELL SPRAY FOAM INSULATION 6 MIL POLY VAPOR BARRIER TYPICAL EXTERIOR WALL: SIDING PER ELEVATION HOUSEWRAP 1/2" EXTERIOR PLYWOOD SHEATHING 2X6 WOOD STUDS @ 16" O.C. R-20 (MIN) BATT INSULATION 6 MIL POLY VAPOR BARRIER 1/2" INTERIOR GYPSUM BOARD, SMOOTH FINISH. ALL FENESTRATION: U-FACTOR 0.32 (MAX) TOP OF BONUS ROOM PLATE 8 12 1'-0"1'-0" TOP OF MAIN LEVEL TOP PLATE TOP OF FDN & TOP OF SLAB AT HOUSE 10'-1 1/8"TOP OF GRADE 10" (6" MIN.)1'-6 3/4"TOP OF UPPER LEVEL SUBFLOOR (18" FLOOR TRUSSES) TOP OF UPPER LEVEL TOP PLATE 8'-1 1/8"TOP OF FOOTING 4'-0" MIN.-SEE STRUCTTOP OF SLAB AT GARAGE 4"TOP OF GARAGE TOP PLATE 9'-7 1/8"6"METAL BRACKET 1'-0"4'-4"4'-6"1 1/2" 1'-0" 1 1/2" 1 1/2" METAL BRACKET CORBEL CORBEL A2.1 EXTERIOR ELEVATIONS ISSUE DATE 52.250.141 WINDMILLER DESI*N STUDIO .OS.IE RESIDEN&E2785 SHADYWOOD ROAD ORONO, MN 55331NOTE: WINDMILLER DESIGN STUDIO, LLC. ASSUMES NO RESPONSIBILITY FOR STRUCTURAL OR DIMENSIONAL ERRORS OR OMISSIONS. WINDMILLER DESIGN STUDIO, LLC. ASSUMES NO RESPONSIBILITY FOR THE WORKMANSHIP OF THE SUB-CONTRACTORS. THE CONTRACTOR AND/OR OWNER MUST VERIFY AND CHECK ALL NOTES, DETAILS, ELEVATIONS, SECTIONS AND FLOOR PLANS AND NOTIFY WINDMILLER DESIGN STUDIO, LLC. OF ANY ERRORS OR OMISSIONS FOR POSSIBLE CORRECTION PRIOR TO THE START OF CONSTRUCTION. © 2024 Windmiller Design Studio. Reproduction solely by Windmiller Design Studio. 5.2.24 Exterior Elevation - South 1/4" = 1'-0"A2.1 1 Exterior Elevation - East 1/4" = 1'-0"A2.1 2 11'-7 7/8"8'-1 1/8"13'-2 3/4"REC ROOM GREAT ROOMFOYER 12 16 12 7 8'-1"9'-9 1/4"4" CONC. SLAB VAPOR BARRIER 2" RIGID INSULATION 4" MIN. GRANULAR FILL SOIL & FILL PER ENGINEER'S SPEC. 12 16 12 8 4"6"1/2"OPEN TO KITCHEN BEYOND TOP OF MAIN LEVEL TOP PLATE TOP OF FDN & TOP OF SLAB AT HOUSE10'-1 1/8"TOP OF GRADE 10" (6" MIN.)1'-6 3/4"TOP OF UPPER LEVEL SUBFLOOR (18" FLOOR TRUSSES) TOP OF UPPER LEVEL TOP PLATE 8'-1 1/8"TOP OF FOOTING4'-0" MIN.-SEE STRUCTTOP OF SLAB AT GARAGE4"TOP OF GARAGE TOP PLATE 9'-7 1/8"6"4" MIN. COMPACTED GRANULAR FILL 6 MIL. MIN. POLY VAPOR BARRIER W/ TAPED SEAMS 2" RIGID INSULATION GARAGE ATTIC ROOF TRUSSES -SPACING BY MFR INSULATED & SHEET ROCKED WITH 5/8" TYPE "X" GYP. BOARD ALL COMMON WALLS & CEILING TYPICAL ROOF: ROOF VENTS AS REQ'D ARCHITECTURAL ASPHALT SHINGLES ASPHALT FELT PAPER 2 COURSES ICE & WATER SHIELD @ ALL EAVES AND VALLEYS AND 100% COVERAGE ON LOWER 6 FT 5/8" CDX ROOF SHEATHING ENGINEERED ROOF TRUSSES BY MFR R-49 (MIN) INSULATION: R-35 13" FIBERGLASS BLOWN-IN INSULATION ON R-14 2" CLOSED-CELL SPRAY FOAM INSULATION 6 MIL POLY VAPOR BARRIER TYPICAL EXTERIOR WALL: SIDING PER ELEVATION HOUSEWRAP 1/2" EXTERIOR PLYWOOD SHEATHING 2X6 WOOD STUDS @ 16" O.C. R-20 (MIN) BATT INSULATION 6 MIL POLY VAPOR BARRIER 1/2" INTERIOR GYPSUM BOARD, SMOOTH FINISH. ALL FENESTRATION: U-FACTOR 0.32 (MAX)10'-1 1/8"16 12 MEDIA ROOM TOP OF BONUS ROOM PLATE 10'-1 1/8"TOP OF MAIN LEVEL TOP PLATE TOP OF FDN & TOP OF SLAB AT HOUSE 10'-1 1/8"TOP OF GRADE 10" (6" MIN.)1'-6 3/4"TOP OF UPPER LEVEL SUBFLOOR (18" FLOOR TRUSSES) TOP OF UPPER LEVEL TOP PLATE 8'-1 1/8"TOP OF FOOTING 4'-0" MIN.-SEE STRUCTTOP OF SLAB AT GARAGE 4"TOP OF GARAGE TOP PLATE 9'-7 1/8"6"4'-0"6'-0"2'-10 7/8"24" OPEN WEB FLOOR TRUSSES -SPACING BY SUPPLIER 9'-10 1/2"1'-0" 1'-0"8'-0"4" MIN. COMPACTED GRANULAR FILL 6 MIL. MIN. POLY VAPOR BARRIER W/ TAPED SEAMS 2" RIGID INSULATION GARAGE ATTIC ROOF TRUSSES -SPACING BY MFR INSULATED & SHEET ROCKED WITH 5/8" TYPE "X" GYP. BOARD ALL COMMON WALLS & CEILING GARAGE DOOR10'-1 1/8"16 12 BONUS AREA 6'-0"4 12 9" HEEL4 12 4"MECH INSULATED & SHEET ROCKED WITH 5/8" TYPE "X" GYP. BOARD ALL COMMON WALLS & CEILING 4"1'-2" HEEL2'-0"TYPICAL ROOF: ROOF VENTS AS REQ'D ARCHITECTURAL ASPHALT SHINGLES ASPHALT FELT PAPER 2 COURSES ICE & WATER SHIELD @ ALL EAVES AND VALLEYS AND 100% COVERAGE ON LOWER 6 FT 5/8" CDX ROOF SHEATHING ENGINEERED ROOF TRUSSES BY MFR R-49 (MIN) INSULATION: R-35 13" FIBERGLASS BLOWN-IN INSULATION ON R-14 2" CLOSED-CELL SPRAY FOAM INSULATION 6 MIL POLY VAPOR BARRIER TYPICAL EXTERIOR WALL: SIDING PER ELEVATION HOUSEWRAP 1/2" EXTERIOR PLYWOOD SHEATHING 2X6 WOOD STUDS @ 16" O.C. R-20 (MIN) BATT INSULATION 6 MIL POLY VAPOR BARRIER 1/2" INTERIOR GYPSUM BOARD, SMOOTH FINISH. ALL FENESTRATION: U-FACTOR 0.32 (MAX) TOP OF BONUS ROOM PLATE 10'-1 1/8"TOP OF MAIN LEVEL TOP PLATE TOP OF FDN & TOP OF SLAB AT HOUSE 10'-1 1/8"TOP OF GRADE 10" (6" MIN.)1'-6 3/4"TOP OF UPPER LEVEL SUBFLOOR (18" FLOOR TRUSSES) TOP OF UPPER LEVEL TOP PLATE 8'-1 1/8"TOP OF FOOTING 4'-0" MIN.-SEE STRUCTTOP OF SLAB AT GARAGE 4"TOP OF GARAGE TOP PLATE 9'-7 1/8"6"3573 A3.0 BUILDING SECTIONS ISSUE DATE 52.250.141 WINDMILLER DESIGN STUDIO .OS.IE RESIDENCE2785 SHADYWOOD ROAD ORONO, MN 55331NOTE: WINDMILLER DESIGN STUDIO, LLC. ASSUMES NO RESPONSIBILITY FOR STRUCTURAL OR DIMENSIONAL ERRORS OR OMISSIONS. WINDMILLER DESIGN STUDIO, LLC. ASSUMES NO RESPONSIBILITY FOR THE WORKMANSHIP OF THE SUB-CONTRACTORS. THE CONTRACTOR AND/OR OWNER MUST VERIFY AND CHECK ALL NOTES, DETAILS, ELEVATIONS, SECTIONS AND FLOOR PLANS AND NOTIFY WINDMILLER DESIGN STUDIO, LLC. OF ANY ERRORS OR OMISSIONS FOR POSSIBLE CORRECTION PRIOR TO THE START OF CONSTRUCTION. © 2024 Windmiller Design Studio. Reproduction solely by Windmiller Design Studio. 5.2.24 Building Section 1/4" = 1'-0"A3.0 2 Building Section 3/4" = 1'-0"A3.0 3 Building Section 1/4" = 1'-0"A3.0 1 NOTE: WINDMILLER DESIGN STUDIO, LLC. ASSUMES NO RESPONSIBILITY FOR STRUCTURAL OR DIMENSIONAL ERRORS OR OMISSIONS. WINDMILLER DESIGN STUDIO, LLC. ASSUMES NO RESPONSIBILITY FOR THE WORKMANSHIP OF THE SUB-CONTRACTORS. THE CONTRACTOR AND/OR OWNER MUST VERIFY AND CHECK ALL NOTES, DETAILS, ELEVATIONS, SECTIONS AND FLOOR PLANS AND NOTIFY WINDMILLER DESIGN STUDIO, LLC. OF ANY ERRORS OR OMISSIONS FOR POSSIBLE CORRECTION PRIOR TO THE START OF CONSTRUCTION. GENERAL NOTES: 1. IMPORTANT: ALL DIMENSIONS ARE ±. GENERAL CONTRACTOR TO FIELD VERIFY ALL EXISTING SITE CONDITIONS PRIOR TO COMMENCEMENT OF CONSTRUCTION. 2. ALL DIMENSIONS TO FRAMING & EXTERIOR SHEATHING UNLESS OTHERWISE NOTED. 3. ALL DIMENSIONS HAVE PRECEDENCE OVER SCALED DRAWINGS. 4. ALL STRUCTURAL COMPONENTS & CONNECTIONS TO BE ENGINEERED BY SUPPLIER. 5. ALL WINDOW HEADERS TO BE 2- 2X10'S UNLESS OTHERWISE NOTED. 6. ALL WOOD ABUTTING CONCRETE TO BE TREATED. 7. ALL ANGLES TO BE 45 DEGREES UNLESS OTHERWISE NOTED. 8. GENERAL CONTRACTOR TO INSTALL ALL PRODUCTS PER MANUFACTURERS' RECOMMENDATIONS. 9. GENERAL CONTRACTOR SHALL NOT COMMENCE WORK UNDER THIS CONTRACT PRIOR TO SUBMITTING PROOF OF INSURANCE AND APPROVAL OF THE OWNER. 10. GENERAL CONTRACTOR AND HIS SUBCONTRACTORS SHALL OBTAIN ALL REQUIRED PERMITS BEFORE STARTING THE WORK, AND OBTAIN SIGN-OFFS UPON COMPLETION OF THE WORK. 11. GENERAL CONTRACTOR SHALL PROVIDE ALL LABOR, MATERIALS AND SERVICES NECESSARY TO COMPLETE THE ENTIRE SCOPE OF WORK, AND SHALL COORDINATE ALL TRADES, MATERIAL DELIVERY SCHEDULES, ETC. TO PERFORM THE JOB IN THE MOST EXPEDITIOUS MANNER. 12. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE SECURITY OF ALL BUILDING MATERIALS AND FIXTURES DURING CONSTRUCTION AND PROVIDING ALL NECESSARY PROTECTION TO EXISTING OCCUPIED AREAS. 13. GENERAL CONTRACTOR SHALL PERFORM DAILY CLEAN-UP OF THE JOB SITE. 14. GENERAL CONTRACTOR SHALL PERFORM FINAL CLEAN-UP OF THE SITE UPON COMPLETION OF THE WORK. 15. GENERAL CONTRACTOR TO COMPLY WITH ALL LOCAL, STATE AND FEDERAL CODES. 16. THE PREVAILING BUILDING CODE IS THE RESIDENTIAL BUILDING CODE (RBC) . 17. CONSTRUCTION SHOULD BE PERFORMED TO CURRENT STATE OF MINNESOTA BUILDING & ENERGY CODES AND LOCAL INDUSTRY STANDARDS AND STANDARD INDUSTRY PRACTICES. 18. ALL WINDOWS & DOORS SHOULD BE INSTALLED PER MANUFACTURERS INSTALLATION REQUIREMENTS AND THE MINNESOTA LATH AND PLASTER BUREAU REQUIREMENTS. 19. ALL WEATHER RESISTIVE BARRIERS SHOULD BE INSTALLED PER IRC SEC. R703.2 AS AMENDED BY THE STATE OF MINNESOTA RULES SECTION 1309.0707 20. ENGINEERING- ALL HVAC, PLUMBING, ELECTRICAL, SOILS AND STRUCTURAL ENGINEERING AND DESIGN SHALL BE PROVIDED BY THE RESPECTIVE SUBCONTRACTOR/SUPPLIER OF THOSE SYSTEMS AND COORDINATED BY THE GENERAL CONTRACTOR. INFORMATION HEREIN SHOWN IN THESE REGARDS IS PROVIDED FOR CLARIFICATION OF THE OVERALL PROJECT'S DESIGN INTENT ONLY. 21. PRODUCT INFORMATION- PROVIDE SAMPLES AND SHOP DRAWINGS FOR ALL MATERIALS AND FABRICATED ITEMS TO THE EXTENT THE OWNER HAS FULL UNDERSTANDING OF THE PRODUCTS AND/OR DESIGN OF. 22. SPECIFICATIONS- CONTRACTOR SHALL DISCLOSE TO THE OWNER AND COORDINATE ALL SPECIFICATIONS OF ALL ASPECTS OF THE WORK THAT ARE NOT INDICATED IN THE DRAWINGS OR PRE-SELECTED BY THE OWNER. NOTE: VERIFY GIRDER OR POINT LOADS WITH TRUSS/JOIST SUPPLIER THAT ARE ASSOCIATED WITH STRUCTURE NOT INDICATED ON PLANS AND CANNOT BE SUPPORTED ON TYPICAL SPREAD FOOTING. NOTIFY FOOTING & FOUNDATION SUPPLIER PRIOR TO PROCEEDING WITH ANY WORK. PLAN NOTES: GENERAL FRAMING INFORMATION: ALL WOOD FRAMING TO COMPLY WITH APPLICABLE STATE AND LOCAL BUILDING CODES AND THE NATIONAL DESIGN SPECIFICATIONS FOR WOOD CONSTRUCTION PUBLISHED BY THE NATIONAL FOREST PRODUCTS ASSOCIATION (NFPA) IMPORTANT: ALL DIMENSIONS ARE ±. GENERAL CONTRACTOR TO FIELD VERIFY ALL EXISTING SITE CONDITIONS PRIOR TO COMMENCEMENT OF CONSTRUCTION. THESE PLANS INDICATED CONCEPTUAL TRUSS CONFIGURATIONS AND LOADING CONDITIONS. ALL FLOOR AND ROOF TRUSSES INDICATED ON THESE PLANS ARE TO BE DESIGNED AND ENGINEERED BY THE MANUFACTURER LICENSED TO PRACTICE WITHIN THE STATE OF THE PROJECT. PRIOR TO CONSTRUCTION VERIFY ALL POINT LOAD AND BEARING CONDITIONS AND COORDINATE POSTS AND BEARING REQUIREMENTS WITH THE BUILDER. NOTIFY ARCHITECT/ENGINEER OF ANY DISCREPANCIES FROM THESE PLANS. FOLLOW MANUFACTURERS RECOMMENDATIONS AND REQUIREMENTS FOR AND FURNISH ALL BLOCKING, STIFFENERS, BRACING, FASTENERS, HARDWARE, ETC. NECESSARY FOR INSTALLATION. ALL CONVENTIONAL LUMBER TO BE HEM-FIR #2 GRADE OR BETTER. MINIMUM LVL LUMBER PROPERTIES: Fb = 2,600 PSI Fv = 285 PSI E = 1,900,000 PSI UNLESS NOTED OTHERWISE: EXTERIOR WALLS (INCLUDING GARAGE WALLS) TYPICALLY TO BE 2X6 CONSTRUCTION, INTERIOR WALLS TYPICALLY TO BE 2X4, INTERIOR WALL WITH POCKET DOORS TO BE 2X6 CONSTRUCTION. POCKET DOORS TO BE CUSTOM FABRICATED WITH "TIMBERSTRAND ENGINEERED FRAMING". CABINET WALLS AND BALLOON FRAMED WALLS SHALL BE FRAMED WITH "TIMBERSTRAND". PLAN DIMENSIONS ARE TYPICALLY TAKEN TO OUTSIDE OF WALL SHEATHING AT EXTERIOR WALLS AND TO CENTER LINES OF FACE OF STUD AT INTERIOR WALLS. COLUMN SIZES SHALL NOT EXCEED CRUSHING STRENGTH OF THE PLATES THEY BEAR ON- SIZE AS REQUIRED. UTILIZE SQUASH BLOCKING OR BEAR DIRECTLY ON FOUNDATION. USE PRESERVATIVE TREATED COLUMNS, BEAMS, PLATES, MISC. FRAMING MEMBERS AS REQUIRED BY CODE AND AS CALLED OUT IN PLANS. WHERE WOOD FRAMING SIZES ARE INDICATED, MANUFACTURER TO VERIFY GRADE AND SPACING REQUIRED TO MAINTAIN MINIMUM L/480 DEFLECTION. ALL FLOOR BEAMS TO BE SET FLUSH WITH FLOOR FRAMING UNLESS INDICATED OTHERWISE. ALL ROOF BEAMS TO BE DROPPED UNLESS NOTED OTHERWISE DROPPED FLOOR BEAMS OR ROOF BEAMS SHALL BE 12" MAXIMUM DEPTH UNLESS NOTED OTHERWISE. SILL PLATES SHALL BE 2X6 MINIMUM. ANCHOR BOLTS SHALL BE 1/2" MIN. DIAMETER (U.N.O.) CAST IN PLACE WITH 7" EMBED. ANCHOR BOLTS SHALL HAVE 2" DIA. X 0.125" THICK WASHERS TIGHTENED AND COUNTERSUNK 1/4" INTO THE TOP OF THE SILL PLATE. SPACING SHALL BE 48" O.C. WITH A MIN. OF TWO BOLTS PER PIECE WITH BOLT LOCATED NO MORE THAN 12" OR LESS THAN 4" FROM EACH END OF EACH PIECE. AT TILED FLOOR AREAS USE MUDSET METHOD AND DEPRESS FLOOR SHEATHING SO IT IS FLUSH WITH TOP OF FLOOR FRAMING (SHEATHING IN BETWEEN FRAMING MEMBERS) WINDOW DESIGNATIONS ON PLANS INDICATE FRAME WIDTH X HEIGHT. VERIFY ROUGH OPENING SIZES WITH WINDOW MANUFACTURER. AS A MINIMUM, UNLESS SHOWN OTHERWISE ON PLANS, PROVIDE DOUBLE STUD AT ALL HEADER AND LINTEL SUPPORTS (ONE FULL HEIGHT KING STUD AND ONE JACK STUD) SHEATHING: ALL EXTERIOR WALLS TO HAVE CONTINUOUS PLYWOOD WALL SHEATHING. EACH PANEL OF SHEATHING SHALL BE IDENTIFIED WITH THE APPROPRIATE GRADE - TRADEMARK OF THE AMERICAN PLYWOOD ASSOCIATION. PROVIDE 1/8" SPACE AT EDGES AND ENDS OF EACH SHEET OR AS REQUIRED BY THE MANUFACTURER. GRADE AND TYPE SHALL BE AS FOLLOWS: ROOF SHEATHING: 40/20 APA RATED SHEATHING EXPOSURE 1 EXTERIOR WALL: 24/16 APA RATED SHEATHING EXPOSURE 1 FLOORS: 48/24 APA RATED SHEATHING EXPOSURE 1 (T&G) 5/8" MINIMUM ROOF SHEATHING TO BE ATTACHED WITH 0.113" DIAMETER NAILS AT 6" O.C.; EDGE, 12" O.C. FIELD. PROVIDE 6" O.C. NAILING TO ALL MEMBERS IN LINE WITH SHEAR WALLS. EDGE FASTENERS SHOULD BE PLACED 3/8" FROM PANEL EDGES AND ENDS OR AS REQUIRED BY THE MANUFACTURER. 3/4"MINIMUM FLOOR SHEATHING TO BE GLUED AND ATTACHED WITH 0.113" DIAMETER NAILS @ 6" O.C. EDGE, 12" O.C. FIELD. 1/2" MINIMUM PLYWOOD EXTERIOR WALL SHEATHING TO BE ATTACHED WITH 0.113" DIAMETER NAILS AT 6" OC.; EDGE, 12" O.C. FIELD UNLESS OTHERWISE NOTED ON PLANS. INTERIOR SHEAR WALLS TO HAVE 5/8" GYPSUM SHEATHING BOTH SIDES OF WALL ATTACHED WITH 6d COOLER NAILS OR WALLBOARD NAILS AT 7" O.C. EDGE, 12" O.C. FIELD UNLESS NOTED OTHERWISE ON PLANS. SPLICE ALL SHEATHING ON A COMMON MEMBER SO AS TO PROPERLY TRANSFER SHEAR FORCES. ALL SHEATHING NAILING TO BE COMMON WIRE OR GALVANIZED NAILS. CONCRETE WORK: DO NOT BEGIN CONCRETE WORK UNTIL ALL LOADING CONDITIONS HAVE BEEN VERIFIED BY GENERAL CONTRACTOR. ALL CONCRETE WORK SHALL COMPLY WITH STATE AND LOCAL BUILDING CODES AND ORDINANCES. CONCRETE CONTRACTOR SHALL VERIFY ALL REQUIREMENTS. TYPICAL FULL HEIGHT FOUNDATION WALLS SHALL BE 8" MINIMUM CONCRETE REINFORCED WITH #4'S AT 24" O.C. EACH WAY AT 3/4" CLEAR OF INSIDE FACE. WALLS 10" OR THICKER SHALL HAVE AN ADDITIONAL LAYER OF #4'S AT 12" O.C. EACH WAY AT 3" CLEAR FROM EXTERIOR FACE. PROVIDE DOWELS TO FOOTING TO MATCH MAIN VERTICAL WALL REINFORCEMENT, AND HOOK 12" INTO FOOTING AT 3" CLEAR OF BOTTOM. ROOF PLAN NOTES: - TYPICAL ROOFING SYSTEM SHALL BE AS FOLLOWS: ASPHALT ROOF SHINGLES, ROOFING FELT/SELF ADHERED ROOFING UNDERLAYMENT OVER ROOF SHEATHING. - STANDING SEAM METAL ROOF SYSTEM SHALL BE AS FOLLOWS: PREFORMED STANDING SEAM METAL PANELS, RED ROSIN PAPER, ROOFING FELT/SELF ADHERED ROOFING UNDERLAYMENT OVER ROOF SHEATHING. - METAL PANS WHERE INDICATED SHALL BE FLAT SOLDERED SEAMED COPPER OVER W.R GRACE “ULTRA” SELF ADHERED ROOFING UNDERLAYMENT. IF FIELD SEAMING IS PERFORMED PLACE 2 LAYERS ROOFING FELT UNDER SEAM LOCATIONS TO PROTECT UNDERLAYMENT. - ROOFING FELT SHALL BE UL RATED 30 LB ASPHALT SATURATED ORGANIC FELT. - TYPICAL SELF ADHERED ROOFING UNDERLAYMENT SHALL BE W.R. GRACE “ICE AND WATER SHIELD.” INSTALL AT FOLLOWING LOCATIONS; 1) ALONG EAVES EXTENDING A MINIMUM OF 36” HORIZONTALLY UP ROOF BEYOND THE INSULATED WALL LINE, 2) 36” SHEET WIDTH ALONG GABLE (RAKE) ENDS, 3) 36” SHEET WIDTH AT VALLEYS, 4) 36” SHEET WIDTH AT ROOF/WALL INTERSECTIONS, 5) ALL AROUND CHIMNES, SKYLIGHTS, AND OTHER ROOF PENETRATIONS, 6) COMPLETELY AT ALL ROOFS LESS THAN 4:12 PITCH, 7) 26: SHEET AT ROOF PITCH TRANSITIONS, 8) OTHER AREAS AS REQUIRED BY CODE. - INSTALL PREFINISHED METAL DRIP FLASHING ALONG ALL EAVES AND RAKE ENDS TO HAVE MINIMUM 6” FLANGE ONTO ROOF SURFACE. - INSTALL PREFINISHED METAL VALLEY FLASHING WITH 1” V-CRIMP, 12” MINIMUM UP EACH SIDE OF VALLEYS OR WEAVE SHINGLES AT VALLEYS. - INSTALL PREFINISHED METAL FLASHING AT ROOF PITCH TRANSITIONS. - INSTALL PREFINISHED METAL FLASHING ALONG ROOF/WALL INTERSECTIONS AND ALONG ROOF/CHIMNEY INTERSECTIONS. - CONFORM WITH “SMACNA” ARCHITECTURAL SHEET METAL MANUAL, LATEST EDITION FOR ALL METAL ROOFING, FLASHING, AND ROOF PENETRATION SYSTEMS. - RIDGE VENTS TO BE HIGH PROFILE, PLASTIC TYPE, SHINGLE OVER VENT SYSTEM (COR-A-VENT V-600 SERIES OR EQUAL). INSTALL CONTINUOUSLY ALONG RIDGES. - INSTALL ROOF TO WALL VENTS (COR-A-VENT ROOF-2-WALL VENT OR EQUAL) WHERE INDICATED ON DRAWINGS. - NOT ALL ROOF PENETRATIONS ARE INDICATED ON THESE DRAWINGS. COORDINATE FLUES, DRYER VENTS, PLUMBING STACKS, ETC. AND PROVIDE ACCESSORIES AND INSTALLATION AS REQUIRED. ALL PENETRATIONS SHOULD BE PLACED ON REAR SIDE OF ROOF IF POSSIBLE. REVIEW ALL PENETRATION LOCATIONS IN FIELD WITH OWNER. IMPORTANT NOTE FOR CONTRACTORS AND SUBCONTRACTORS: 1. THESE DRAWINGS ARE DESIGN DRAWINGS. THE GENERAL CONTRACTOR HAS THE RIGHT AND RESPONSIBILITY TO REVISE CONFIGURATIONS AND DETAILS DEPICTED IN THE ARCHITECT'S DESIGN DRAWINGS, AS REQUIRED, TO PROPERLY CONSTRUCT A TECHNICALLY SOUND PROJECT. 2. THE GENERAL CONTRACTOR IS TO NOTIFY THE ARCHITECT WHEN DEVIATING FROM THE DESIGN INTENT. 3. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL COVENANTS, ZONING, BUILDING, FIRE, HEATING, PLUMBING, AND ELECTRICAL CODE REQUIREMENTS. SEALED SUMP BASKET1'-0" MIN3" MIN. ABS OR PVC OR EQUIVALENT GASTIGHT PIPE (AF103.6.1) PROVIDE SPACE FOR FUTURE INSTALLATION OF A FAN (AF103.8) * MIN. 24" DIAMETER CENTERED ON THE AXIS OF THE VENT STACK * MIN. VERTICAL DISTANCE 36" INSTALL LIVE OUTLET IN ATTIC WHERE FUT. FAN MAY BE INSTALLED (AF103.12) INSTALL LABEL READING (RADON REDUCTION SYSTEM) ON THE VENT PIPE AT EACH FLOOR AND IN ACCESSIBLE ATTICS (AF103.4.5) MIN. 6 MIL OR 3 MIL CROSS LAMINATED POLY SHALL BE LAPPED 12" AND PLACED BELOW THE SLAB AND ON TOP OF 4" MIN. SAND GAS PERMEABLE LAYER SEAL ALL JOINTS BETWEEN SLAB AND FOUND. WALL SEAL ALL FLOOR OPENINGS ALL CONTROL JOINTS, ISOLATION JOINTS, CONSTRUCTION JOINTS, AND ANY OTHER JOINTS IN CONCRETE SLABS SHALL BE SEALED WITH CAULK OR SEALANT 8"X16" ROCK TRENCH (1"-1 1/2") 4" PERFORATED DRAIN TILE W/FILTER FABRIC ALL PIPE JOINTS AND FITTINGS TO BE GLUED OR TRANSITION COUPLINGS INSTALL LABEL READING (RADON REDUCTION SYSTEM) ON THE VENT PIPE AT EACH FLOOR AND IN ACCESSIBLE ATTICS (AF103.4.5) PLAN SUBMITTED UNDER 'ALTERNATIVE DESIGN' PER SECTION 1300.0110: SUBP 13 OF THE MN. STATE BLDG. CODE PER PLAN PER PLAN PER PLAN PER PLAN SELF SEALING ASPHALT MEMBRANE (ICE SHIELD) -FIRST (2)ROWS 9" SHINGLE STARTER 15 LB. ASPHALT ROOFING FELT ASPHALT SHINGLES AS SPECIFIED *PROVIDE SELF SEALING ASPHALT MEMBRANE (ICE SHIELD) AT ALL VALLEYS PREFINISHED METAL EDGE 2 6 TYPICAL EXTERIOR WALL SYSTEM (SEE ELEVATIONS FOR SIDING) GRADE GYP. BOARD POURED CONCRETE FOUNDATION WALL W/ LEDGE CONTINUOUS ROD & SEALANT ISOLATION JOINT PREFINISHED METAL FLASHING GRANULAR BASE VAPOR BARRIER 4" CONCRETE SLAB WATER PROOFING PREFINISHED METAL PROTECTION SHEETING REINFORCE CONCRETE FOOTING (SEE STRUCTURAL) BUILDING PAPER ANCHOR BOLT CONTINUOUS PLATE RIGID INSULATION (R-10 MIN.) RIGID INSULATION (R-10 MIN.) 5/4 DECKING FASTENED TO TAPERED FLOOR TRUSSES 60 MIL. EPDM MEMBRANE 3/4" T&G SHEATHING SLOPED TO END WALL PREFIN METAL FLASHING W/ CONT. HOOK STRIP EPDM FLASHING W/ FASTENING PLATE @ 12" O.C. WRAP 60 MIL EPDM MEMBRANE TO TOP OF TREATED PLYWOOD AND UP WALL 6" ABOVE DECK 2X6 EXTERIOR WALL CONSTRUCTION FRAMING PER STRUCTURAL PLANS METAL DRIP EDGE LOCKED SEAM EPDM MEMBRANE - TURN DOWN PAST BLOCKING EDGE SEALANT CONTINUOUS GUTTER CONTINUOUS OPENING FLASHING TO MATCH GUTTER WRAPPED OVER EDGE OF DECK SINGLE PLY CONTINUOUS MEMBRANE WRAPPED INTO GUTTER SIDING PER ELEVATION 3/4" PLYWOOD DOWN SPOUTT&G PANELED CEILING HORIZONTAL STAINLESS STEEL CABLE RAILING -TYPICAL SPACING AT 4" O.C. CONTINUOUS LEDGER BOARD SLEEPERS FLOOR JOISTS TOP OF SUBFLOOR TOP OF PLATE TOP OF DECKING CONTINUOUS METAL FLASHING ALONG ALL HORIZONTAL LEDGES -EXTEND 4" MIN. UP -TAPE TOP EDGE TO ZIP SHEATHING FLAT LP PANELS WALL SHEATHING 5/4 TRIM APPLIED OVER FLAT PANELS 5/4 TRIM APPLIED OVER FLAT PANELS CONTINUOUS METAL FLASHING ALONG ALL HORIZONTAL LEDGES -EXTEND 4" MIN. UP -TAPE TOP EDGE TO ZIP SHEATHING 1 1/2"VARIES -SEE EXTERIOR ELEVATIONS7" 1 1/2"3 1/2"1 x 41 x 41 x 4 WITH CAP FLASHING 1 x 4 A3.1 GENERAL NOTES AND DETAILS ISSUE DATE 52.250.141 WINDMILLER DESIGN STUDIO .OS.IE RESIDEN&E2785 SHADYWOOD ROAD ORONO, MN 55331NOTE: WINDMILLER DESIGN STUDIO, LLC. ASSUMES NO RESPONSIBILITY FOR STRUCTURAL OR DIMENSIONAL ERRORS OR OMISSIONS. WINDMILLER DESIGN STUDIO, LLC. ASSUMES NO RESPONSIBILITY FOR THE WORKMANSHIP OF THE SUB-CONTRACTORS. THE CONTRACTOR AND/OR OWNER MUST VERIFY AND CHECK ALL NOTES, DETAILS, ELEVATIONS, SECTIONS AND FLOOR PLANS AND NOTIFY WINDMILLER DESIGN STUDIO, LLC. OF ANY ERRORS OR OMISSIONS FOR POSSIBLE CORRECTION PRIOR TO THE START OF CONSTRUCTION. © 2024 Windmiller Design Studio. Reproduction solely by Windmiller Design Studio. 5.2.24 Roof Edge Detail (Typical) N.T.S.A3.1 2Passive Radon Detail 1/2" = 1'-0"A3.1 1 Detail at Foundation (Typical) 1" = 1'-0"A3.1 7 Detail at Foundation (Typical) 1" = 1'-0"A3.1 6 Detail at Exterior Panels 1 1/2" = 1'-0"A3.1 3 Detail at Exterior Window Trim (Typical) 1" = 1'-0"A3.1 4 Detail at Decorative Louver 1" = 1'-0"A3.1 5 CONCRETE LAP SPLICE LENGTH (IN INCHES) FOR CLASS B LAP SPLICES (BASED ON ACI 318-11 SECTION 12.2/ACI 318-14 SECTION 25.4) MODIFY THE LAP SPLICE LENGTHS AS REQUIRED BY NOTES BELOW BAR LOCATION TOP OTHER BAR SIZE CONCRETE STRENGTH 3000 PSI 4000 PSI #3 #4 #5 #7 #8 #11 #10 #9 #6 28 38 47 56 81 93 105 118 131 25 33 41 49 71 81 91 102 114 #3 #4 #5 #7 #8 #11 #10 #9 #6 22 29 36 43 63 72 81 91 101 19 25 31 37 54 62 70 79 87 LAP SPLICE LENGTH NOTES: 1. TOP INDICATES HORIZONTAL BARS WITH MORE THAN 12 INCHES OF CONCRETE CAST BELOW BARS. 2. MUTIPLY THE LENGTHS IN THE SCHEDULE BY THE APPROPRIATE MODIFIERS WHEN REQUIRED: 1.3 FOR LIGHTWEIGHT CONCRETE 1.5 FOR BAR COVERS LESS THAN THE BAR DIAMETER 1.5 FOR BAR SPACING LESS THAN TWO BAR DIAMETERS 2023 Larson Engineering, Inc. All rights reserved. Sheet Title: Checked by: Drawn by: Project No: No:Date:Description: Date: Revisions: Sheet 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 PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. PRINT NAME: BRANDON CLARK SIGNATURE: DATE: 08/21/2023 LIC. NO: 60507 08/21/2023 BC DJC 11230536 S0 GENERAL STRUCTURAL NOTES 2785 SHADYWOOD ROADORONO, MN 55331KOSKIE RESIDENCETABLE 602.3(1) FASTENING SCHEDULE—continued For SI: 1 inch = 25.4 mm, 1 foot = 304.8 mm, 1 mile per hour = 0.447 m/s; 1 ksi = 6.895 MPa. (continued) ITEM DESCRIPTION OF BUILDING ELEMENTS NUMBER AND TYPE OF FASTENERa, b, c SPACING AND LOCATION Floor 24 2" subfloor to joist or girder 3-16d box (31/2" × 0.135"); or 2-16d common (31/2" × 0.162")Blind and face nail 25 2" planks (plank & beam—floor & roof)3-16d box (31/2" × 0.135"); or 2-16d common (31/2" × 0.162")At each bearing, face nail 26 Band or rim joist to joist 3-16d common (31/2" × 0.162") 4-10 box (3" × 0.128"), or 4-3" × 0.131" nails; or 4-3" × 14 ga. staples, 7/16" crown End nail 27 Built-up girders and beams, 2-inch lumber layers 20d common (4" × 0.192"); or Nail each layer as follows: 32" o.c. at top and bottom and staggered. 10d box (3" × 0.128"); or 3" × 0.131" nails 24" o.c. face nail at top and bottom staggered on opposite sides And: 2-20d common (4" × 0.192"); or 3-10d box (3" × 0.128"); or 3-3" × 0.131" nails Face nail at ends and at each splice 28 Ledger strip supporting joists or rafters 4-16d box (31/2" × 0.135"); or 3-16d common (31/2" × 0.162"); or 4-10d box (3" × 0.128"); or 4-3" × 0.131" nails At each joist or rafter, face nail 29 Bridging or blocking to joist 2-10d box (3" × 0.128"), or 2-8d common (21/2" × 0.131"; or 2-3" × 0.131") nails Each end, toe nail ITEM DESCRIPTION OF BUILDING ELEMENTS NUMBER AND TYPE OF FASTENERa, b, c SPACING OF FASTENERS Edges (inches)h Intermediate supportsc, e (inches) Wood structural panels, subfloor, roof and interior wall sheathing to framing and particleboard wall sheathing to framing [see Table R602.3(3) for wood structural panel exterior wall sheathing to wall framing] 30 3/8" – 1/2" 6d common (2" × 0.113") nail (subfloor, wall)i 8d common (21/2" × 0.131") nail (roof); or RSRS-01 (23/8" × 0.113") nail (roof)j 612f 31 19/32" – 1"8d common nail (21/2" × 0.131"); or RSRS-01; (23/8" × 0.113") nail (roof)j 612f 32 1 1/8" – 11/4"10d common (3" × 0.148") nail; or 8d (21/2" × 0.131") deformed nail 612 Other wall sheathingg 33 1/2" structural cellulosic fiberboard sheathing 11/2" galvanized roofing nail, 7/16" head diameter, or 11/4" long 16 ga. staple with 7/16" or 1" crown 36 34 25/32" structural cellulosic fiberboard sheathing 13/4" galvanized roofing nail, 7/16" head diameter, or 11/2" long 16 ga. staple with 7/16" or 1" crown 36 35 1/2" gypsum sheathingd 11/2" galvanized roofing nail; staple galvanized, 11/2" long; 11/4" screws, Type W or S 77 36 5/8" gypsum sheathingd 13/4" galvanized roofing nail; staple galvanized, 15/8" long; 15/8" screws, Type W or S 77 Wood structural panels, combination subfloor underlayment to framing 37 3/4" and less 6d deformed (2" × 0.120") nail; or 8d common (21/2" × 0.131") nail 612 38 7/8" – 1"8d common (21/2" × 0.131") nail; or 8d deformed (21/2" × 0.120") nail 612 39 1 1/8" – 11/4"10d common (3" × 0.148" ) nail; or 8d deformed (21/2" × 0.120") nail 612TABLE R602.3(1)—continued FASTENING SCHEDULE (continued) ITEM DESCRIPTION OF BUILDING ELEMENTS NUMBER AND TYPE OF FASTENERa, b, c SPACING AND LOCATION 14 Bottom plate to joist, rim joist, band joist or blocking (not at braced wall panels) 16d common (31/2" × 0.162")16" o.c. face nail 16d box (31/2" × 0.135"); or 3" × 0.131" nails 12" o.c. face nail 15 Bottom plate to joist, rim joist, band joist or blocking (at braced wall panel) 3-16d box (31/2" × 0.135"); or 2-16d common (31/2" × 0.162"); or 4-3" × 0.131" nails 3 each 16" o.c. face nail 2 each 16" o.c. face nail 4 each 16" o.c. face nail 16 Top or bottom plate to stud 4-8d box (21/2" × 0.113"); or 3-16d box (31/2" × 0.135"); or 4-8d common (21/2" × 0.131"); or 4-10d box (3" × 0.128"); or 4-3" × 0.131" nails Toe nail 3-16d box (31/2" × 0.135"); or 2-16d common (31/2" × 0.162"); or 3-10d box (3" × 0.128"); or 3-3" × 0.131" nails End nail 17 Top plates, laps at corners and intersections 3-10d box (3" × 0.128"); or 2-16d common (31/2" × 0.162"); or 3-3" × 0.131" nails Face nail 18 1" brace to each stud and plate 3-8d box (21/2" × 0.113"); or 2-8d common (21/2" × 0.131"); or 2-10d box (3" × 0.128"); or 2 staples 13/4" Face nail 19 1" × 6" sheathing to each bearing 3-8d box (21/2" × 0.113"); or 2-8d common (21/2" × 0.131"); or 2-10d box (3" × 0.128"); or 2 staples, 1" crown, 16 ga., 13/4" long Face nail 20 1" × 8" and wider sheathing to each bearing 3-8d box (21/2" × 0.113"); or 3-8d common (21/2" × 0.131"); or 3-10d box (3" × 0.128"); or 3 staples, 1" crown, 16 ga., 13/4" long Face nailWider than 1" × 8" 4-8d box (21/2" × 0.113"); or 3-8d common (21/2" × 0.131"); or 3-10d box (3" × 0.128"); or 4 staples, 1" crown, 16 ga., 13/4" long Floor 21 Joist to sill, top plate or girder 4-8d box (21/2" × 0.113"); or 3-8d common (21/2" × 0.131"); or 3-10d box (3" × 0.128"); or 3-3" × 0.131" nails Toe nail 22 Rim joist, band joist or blocking to sill or top plate (roof applications also) 8d box (21/2" × 0.113")4" o.c. toe nail 8d common (21/2" × 0.131"); or 10d box (3" × 0.128"); or 3" × 0.131" nails 6" o.c. toe nail 23 1" × 6" subfloor or less to each joist 3-8d box (21/2" × 0.113"); or 2-8d common (21/2" × 0.131"); or 3-10d box (3" × 0.128"); or 2 staples, 1" crown, 16 ga., 13/4" long Face nail TABLE R602.3(1)—continued FASTENING SCHEDULE a. Nails are smooth-common, box or deformed shanks except where otherwise stated. Nails used for framing and sheathing connections shall have minimum average bending yield strengths as shown: 80 ksi for shank diameter of 0.192 inch (20d common nail), 90 ksi for shank diameters larger than 0.142 inch but not larger than 0.177 inch, and 100 ksi for shank diameters of 0.142 inch or less. b. Staples are 16 gage wire and have a minimum 7/16-inch on diameter crown width. c. Nails shall be spaced at not more than 6 inches on center at all supports where spans are 48 inches or greater. d. Four-foot by 8-foot or 4-foot by 9-foot panels shall be applied vertically. e. Spacing of fasteners not included in this table shall be based on Table R602.3(2). f. For wood structural panel roof sheathing attached to gable end roof framing and to intermediate supports within 48 inches of roof edges and ridges, nails shall be spaced at 6 inches on center where the ultimate design wind speed is less than 130 mph and shall be spaced 4 inches on center where the ultimate design wind speed is 130 mph or greater but less than 140 mph. g. Gypsum sheathing shall conform to ASTM C1396 and shall be installed in accordance with GA 253. Fiberboard sheathing shall conform to ASTM C208. h. Spacing of fasteners on floor sheathing panel edges applies to panel edges supported by framing members and required blocking and at floor perimeters only. Spacing of fasteners on roof sheathing panel edges applies to panel edges supported by framing members and required blocking. Blocking of roof or floor sheathing panel edges perpendicular to the framing members need not be provided except as required by other provisions of this code. Floor perimeter shall be supported by framing members or solid blocking. i. Where a rafter is fastened to an adjacent parallel ceiling joist in accordance with this schedule, provide two toe nails on one side of the rafter and toe nails from the ceiling joist to top plate in accordance with this schedule. The toe nail on the opposite side of the rafter shall not be required. j. RSRS-01 is a Roof Sheathing Ring Shank nail meeting the specifications in ASTM F1667. TABLE R602.3(1) FASTENING SCHEDULE (continued) ITEM DESCRIPTION OF BUILDING ELEMENTS NUMBER AND TYPE OF FASTENERa, b, c SPACING AND LOCATION Roof 1 Blocking between ceiling joists or rafters to top plate 4-8d box (21/2" × 0.113") or 3-8d common (21/2" × 0.131"); or 3-10d box (3" × 0.128"); or 3-3" × 0.131" nails Toe nail 2 Ceiling joists to top plate 4-8d box (21/2" × 0.113"); or 3-8d common (21/2" × 0.131"); or 3-10d box (3" × 0.128"); or 3-3" × 0.131" nails Per joist, toe nail 3 Ceiling joist not attached to parallel rafter, laps over partitions (see Section R802.5.2 and Table R802.5.2) 4-10d box (3" × 0.128"); or 3-16d common (31/2" × 0.162"); or 4-3" × 0.131" nails Face nail 4 Ceiling joist attached to parallel rafter (heel joint) (see Section R802.5.2 and Table R802.5.2)Table R802.5.2 Face nail 5 Collar tie to rafter, face nail or 11/4" × 20 ga. ridge strap to rafter 4-10d box (3" × 0.128"); or 3-10d common (3" × 0.148"); or 4-3" × 0.131" nails Face nail each rafter 6 Rafter or roof truss to plate 3-16d box nails (31/2" × 0.135"); or 3-10d common nails (3" × 0.148"); or 4-10d box (3" × 0.128"); or 4-3" × 0.131" nails 2 toe nails on one side and 1 toe nail on opposite side of each rafter or trussi 7 Roof rafters to ridge, valley or hip rafters or roof rafter to minimum 2" ridge beam 4-16d (31/2" × 0.135"); or 3-10d common (3" × 0.148"); or 4-10d box (3" × 0.128"); or 4-3" × 0.131" nails Toe nail 3-16d box 31/2" × 0.135"); or 2-16d common (31/2" × 0.162"); or 3-10d box (3" × 0.128"); or 3-3" × 0.131" nails End nail Wall 8 Stud to stud (not at braced wall panels) 16d common (31/2" × 0.162")24" o.c. face nail 10d box (3" × 0.128"); or 3" × 0.131" nails 16" o.c. face nail 9 Stud to stud and abutting studs at intersecting wall corners (at braced wall panels) 16d box (31/2" × 0.135"); or 3" × 0.131" nails 12" o.c. face nail 16d common (31/2" × 0.162")16" o.c. face nail 10 Built-up header (2" to 2" header with 1/2" spacer)16d common (31/2" × 0.162")16" o.c. each edge face nail 16d box (31/2" × 0.135")12" o.c. each edge face nail 11 Continuous header to stud 5-8d box (21/2" × 0.113"); or 4-8d common (21/2" × 0.131"); or 4-10d box (3" × 0.128") Toe nail 12 Top plate to top plate 16d common (31/2" × 0.162")16" o.c. face nail 10d box (3" × 0.128"); or 3" × 0.131" nails 12" o.c. face nail 13 Double top plate splice 8-16d common (31/2" × 0.162"); or 12-16d box (31/2" × 0.135"); or 12-10d box (3" × 0.128"); or 12-3" × 0.131" nails Face nail on each side of end joint (minimum 24" lap splice length each side of end joint) Building Code Used For Design: Minnesota Residential Code, 2020 Edition. (IRC 2018) General Notes: 1. The intent of these drawings is primarily to provide structural information that may be outside the scope of conventional residential construction. Additional structural information may be found in architectural drawings and should be followed. If any discrepancies are noted, they should be brought to the architect’s and engineer’s attention prior to construction. In addition to these drawings, all structural provisions of the Minnesota Residential Code shall be followed. 2. The drawings represent the finished structure. All means and methods not explicitly addressed are the responsibility of the contractor. 3. Refer to architectural drawings for dimensions. 4. The contractor shall verify/field check, all sizes, dimensions, elevations, locations, etc. of elements which are relative to new construction. 5. The contractor shall properly brace the structure during construction. Load Criteria 1. Wind Load: Basic Wind Speed, Vult = 115 mph (3 second gust) Building Exposure “C” 2. Snow Load: Ground Snow Load, pg = 50 psf Roof Snow Load, pf = 0.7 x pg = 35 psf 3. Floor Live Load = 40 psf Footings: 1. All footings shall bear on natural undisturbed soil or on compacted granular fill. All footings have been designed for a maximum soil bearing pressure of 2,000 PSF (see geotech report # B2306477 by Braun Intertec). 2. Exterior footings shall have a minimum soil cover of 3’-6”. Unheated exterior footings are recommended to have a minimum soil cover of 5’-0”. Soil cover is measured from the bottom of the footing to top of grade. Footing steps shall be located and installed in accordance with the plans. Concrete: 1. Concrete work shall conform to all requirements of ACI 301. All concrete shall be normal weight. The minimum compressive strength of concrete shall be as follows: a. Footings - f’c = 5,000 psi. b. Basement walls, foundation walls, garage slabs, exterior walls, garage floor slabs, and exterior slabs – f’c = 4,000 psi (air-entrained, with total air content 5% - 7% by volume) 2. The maximum spacing for contraction joints for a slab-on-grades shall be 36T, where “T” equals the slab thickness. No contraction joint shall exceed 15’-0” for any slab thickness. 3. Steel reinforcement shall meet the requirements of ASTM A615, (Fy = 60 ksi). Reinforcement lap splices shall be 60 bar diameters, unless noted otherwise. Structural Wood: 1. Dimensional lumber shall be Northern SPF No. 2 or better, UNO. See IRC Table R602.3(1) for fastening schedule. 2. All wood in direct contact with concrete, earth, or weathering shall be treated. 3. All steel in contact with treated wood (connectors, joist hangers, nails, bolts, etc.) shall be stainless steel or galvanized. 4. Engineered lumber shall have the following minimum properties: A. Laminated Veneer Lumber (LVL): Allowable bending stress, Fb = 2,600 PSI (beams) Allowable shear stress, Fv = 285 PSI (beams) Modulus of elasticity, E = 1,900,000 PSI (beams) B. Parallel Strand Lumber (PSL): Allowable bending stress, Fb = 2,400 PSI (columns) Modulus of elasticity, E = 1,800,000 PSI (columns) Compression parallel to grain, Fc|| = 2,500 PSI (columns) C. Laminated Strand Lumber (LSL): Allowable bending stress, Fb = 1,700 PSI Allowable shear stress, Fv = 400 PSI Modulus of elasticity, E = 1,300,000 PSI Compression parallel to grain, Fc|| = 1,400 PSI D. Multi-ply members shall be fastened together according to manufacturer’s recommendations, unless noted otherwise on plans. 5. Simpson products called out herein may be replaced with USP or similar of equal or greater capacity. 6. Trusses shall be designed to meet all loading and spans as indicated on the plans. All floor trusses shall be designed for a live load deflection of L/480. Truss supplier shall adjust truss spacing as required to meet this requirement. Scissor trusses shall be designed such that horizontal live load deflections do not exceed ¾”. Fasteners, Welds & Anchors 1. Fasteners and connectors used with treated wood shall be galvanized or coated and qualified to be used with treated wood. 2. Bolts used in wood member construction shall have a minimum bolt bending yield strength of Fyb = 45 ksi 3. All post-installed anchors shall be as noted on drawings and shall be installed in accordance with the manufacturer’s printed installation instructions and ICC evaluation reports corresponding to that anchor. 2023 Larson Engineering, Inc. All rights reserved. Sheet Title: Checked by: Drawn by: Project No: No:Date:Description: Date: Revisions: Sheet 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 PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. PRINT NAME: BRANDON CLARK SIGNATURE: DATE: 08/21/2023 LIC. NO: 60507 08/21/2023 BC DJC 11230536 S1 FOUNDATION PLAN2785 SHADYWOOD ROADORONO, MN 55331KOSKIE RESIDENCEOPEN TRENCH SLAB ON GRADE UNEXCAVATED (TYP) UNEXCAVATED UNEXCAVATED FOOT GRILLE ABOVE -DRAIN TO DAYLIGHT SUMP28'-0"44'-0"60'-0"86'-0"23'-4"15'-4"7'-9"10'-6"7'-9"16'-6"12'-0"15'-6" 40'-6 1/2"41'-1 1/2"3'-0"16'-0"2'-4"2'-11"16'-2" M.O.2'-11"9'-2" M.O.1'-5" 4'-0"22'-0"14'-0" 40'-0" 3'-5" 2'-0"2'-4" 2'-4"3'-0"14'-8"18'-0"36'-0"5'-4"3'-10" 11'-11 1/2"4'-0"8" EXTERIOR FDN WALL (TYP) 6" STEM WALL (TYP) 1'-8" FTG (TYP) 2" LEDGE (TYP)5'-0"2'-0"1'-4"26'-0"23'-4"24'-11"2'-8" M.O.12'-0"29'-2"5'-0"1'-4"2'-0"1'-4"BUTTRESSBUTTRESS6'-0"SLAB ON GRADE UNEXCAVATED (TYP)FACE OF STONEVENEER (ABOVE)11 1/2"4'-0"PROVIDE SLEEVING THROUGH FDN AS NECESSARY FOR IN-FLOOR HEAT (TYP) 11'-11 1/4"6 1/2"3'-5 1/2"10" FDN WALL 6" STEM WALL 1'-8" FTG 2" LEDGE 2" LEDGE 8" FDN WALL 10" FOUNDATION WALL6" STEM WALL1'-8" FTG2" LEDGE2" LEDGE2'-0"8" EXTERIORFDN WALL (TYP) 6" STEM WALL (TYP) 1'-8" FTG (TYP) 2" LEDGE (TYP) 1 1/2" 6" FDN WALL 6" FDN WALL 6" FDN WALL6" FDN WALL6" FDN WALL6" FDN WALL12'-3 1/2"7'-10 1/2"6'-8 1/4"1'-6 1/2"4'-0"4'-6 3/4"14'-11"11'-10" 8" CONC WALL w/ (3) #4 HORIZ & #4 AT 48" OC VERT (TYP.) 10" CONC WALL w/ (3) #4 HORIZ & #4 AT 48" OC VERT (3-SIDES OF PORCH) 1'-8" x 8" DP FTG w/ (2) #4 CONT (TYP.) 1'-8" x 8" DP FTG w/ (2) #4 CONT (TYP.) 2'-3"x2'-3"x12" DP FTG w/ (3) #4 EA WAY, BOTT 2'-3"x2'-3"x12" DP FTG w/ (3) #4 EA WAY, BOTT 1 S6 1 S6 1 S6 1 S6 A S6 1 S6 1 S6 1 S6 1 S6 1 S6 1 S6 FOUNDATION PLAN 1/4" = 1' - 0" 1 S1 SEE SHEETS S4 AND S5 FOR HOLD-DOWN LOCATIONS AND BRACED WALL DESIGN FOUNDATION PLAN NOTES: CONTRACTOR SHALL VERIFY ALL DIMENSION, ELEVATION, AND MEMBER SIZE INFORMATION. ALL REINFORCEMENT SHALL BE CONTINUOUS AROUND CORNERS AND INTERSECTIONS. SEE DETAIL 2/S6. STEPPED FOOTINGS SHALL CONFORM TO DETAIL 3/S6. 1. 2. 3.24" OC ANCHORBOLT SPACING24" OC ANCHORBOLT SPACING4" CONC SLAB W/ 6" COMPACTED GRANULAR FILL BELOW (TYP) 4" CONC SLAB W/ 6" COMPACTED GRANULAR FILL BELOW (TYP) 3 S8 2 S8 1 S8 N All footings 20x8 with 2 #4 bars 2023 Larson Engineering, Inc. All rights reserved. Sheet Title: Checked by: Drawn by: Project No: No:Date:Description: Date: Revisions: Sheet 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 PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. PRINT NAME: BRANDON CLARK SIGNATURE: DATE: 08/21/2023 LIC. NO: 60507 08/21/2023 BC DJC 11230536 S2 MAIN LEVEL PLAN/ UPPER LEVEL FRAMING PLAN 2785 SHADYWOOD ROADORONO, MN 55331KOSKIE RESIDENCEFURN. WATER HTR F.D. KITCHEN GREAT ROOM 3-SEASON PORCH ENTRY FOYER PWDR PRIMARY BATH PRIMARY BEDROOM DINING SCULLERY 3-CAR GARAGE CHANGING ROOM MUD PRIMARY W.I.C. SAUNABATH #1 COAT CL. LAKE ENTRY 3'-0"8'-10"3-6 CASED OPENING2'-0"4'-4"4'-8" 3'-8"4'-0 1/2"2'-0"6'-2" 36" REF. 30" FRZ 48" RANGE BAR TR/REC. D.W.4'-0 1/2"2'-0"CLG: 10'H 9-0 O.H. INSUL GARAGE DR 16-0 O.H. INSUL GARAGE DR 3-03-0 20 MIN. RATED 3-0 9'-0" CLG. HT.17'-7" X 8'-0" LIFT AND SLIDEIN FLOOR HEAT C.T. 4'-0" 16'-6"12'-0"14'-2"10'-0"14'-8"5'-4"3'-5 3/4"9'-11 1/2"28'-0"8'-0"9'-4"2-6 5"3'-5 5/8"5" 9'-6"18'-0"14'-0" 9'-0 5/8"9'-0 5/8"23'-4"18'-1 1/4" 2-8 3'-6"3'-0"16'-0"3'-0"9'-0"1'-6"2'-0"7'-9"10'-6"7'-9"1'-0 1/4" 2'-0" 5'-0" X 6'-0"(2) 3'-0" X 5'-0"BENCH W/ HOOKS DROP ZONE 9'-0" CLG. HT.10'-2 3/4"4'-6"6'-0 3/4"2 - 6 5'-9 3/4"9'-0" CLG. HT.2-43-0 X 8-0WD2-82-64'-5 1/2"5'-6 1/2"4'-4"5'-0"ARCHED OPENING5'-10"3'-0"3-0 PKTSTEEL FOOT GRILLE OVER DRAIN BOX VAULT 15'-0" 2-6 6'-11"4'-7 1/2" 3-0 5'-0"2-62-8 PKTT.V.OUTDOORSHOWERBENCHW/ HOOKS2-6 BENCH W/ HOOKS 86'-0" 40'-6 1/2"41'-1 1/2"16'-0"3'-0"60'-0"26'-0"5'-5"4'-6 1/2"36'-0"2'-0"2'-0" 4'-0"22'-0"14'-0" 40'-0" 3-0 PKT 2x6 WALL CHARGER 16"D STORAGE SHELVES +/- 4" CURB 2'-4"5'-3"28'-6 1/2"12'-0" 1'-4"5'-4 1/2"2'-0"2'-6 1/4"4'-3 1/4" 3'-0" X 5'-0"3'-0" X 5'-0"9'-4" HEAD HEIGHTACCORDION WINDOW 3 PANELS, 7'-6" X 5'-0" 6'-8 1/2"4'-6 1/4"5'-5 1/2"6'-8 1/2"17'-8 3/4" 2'-5 1/4"5'-4 3/4"12'-4"5'-9 1/2"5'-9 1/2"2'-4" X 5'-0"(3) 2'-11" X 6'-0"(3) 2'-11" X 1'-4" TRANSOMS2'-6 1/2"3'-0" X 5'-0"2'-2 1/2"2'-2 1/2"8"5'-0"DN (1) R 12'-0"4'-0"2'-0" CHASE CHASE UP (18) 7 3/4" RISERS (17) 10" TREADS(3) 3'-0" x 5'-0"3-0 INSUL2'-0"2-1010"DRAIN TODAYLIGHTSOUND INSUL3-03'-0"2'-5 1/2"5 3/4"5"10"DROPPED BEAM-SEE STRUCT4'-3 5/8"4'-3 5/8" TYPICAL: WHITE OAK BOX BEAMS, CHARACTER GRADE EQ.EQ.EQ.CLG: 10'H EZE BREEZE SCREENS ALTERNATE: PHANTOM SCREENS DN 10"13'-4"10"4'-0"3'-4"5"4'-0"4'-0 1/2"3'-4"8'-2"7'-7 1/4"3'-5 1/2"7'-9"5'-6 1/4"3'-10 1/4" 1'-4"(3) 2'-8" X 5'-0"(3) 2'-8" X 1'-4" TRANSOMS9'-4" HEAD HEIGHT2'-4" X 5'-0"3'-0" X 5'-0"2'-0" X 3'-6"2'-8" X 5'-0"2'-8" X 1'-4" TRANSOM2'-8" X 5'-0"2'-8" X 1'-4" TRANSOMTR. REC. NICHE SHELF 44'-0"5'-3"4'-0"4'-0"4'-5 1/2"6'-8" STONE VENEER LOW-DEFLECTION BEAM-SEE STRUCT2x6 WALL1'-6 1/4"1'-11"4'-0"1'-4"1'-4"2'-0"BUTTRESSBUTTRESSFACE OF STONE VENEER (BELOW) FACE OF STONE VENEER (BELOW) STONE VENEERSTONE VENEER3-0CLOSET A/C MECH. 2'-0 1/2"6'-0"8'-0"VOID 6'-0" FLOOR DRAIN 6'-0" FLOOR DRAIN 2-6 LAUNDRY 9'-0" CLG. HT. 3'-5 1/2"9'-2"3'-10 1/2" CONC LANDING LOW-PRESSURE EXHAUST FAN ABOVE 4'-1 1/2"4'-4 1/2"1'-5 1/4"4'-5"4'-11"2'-0 3/4"2'-0 3/4"DN DN 1'-4"2x6 WALL INSULATEDAS REQUIRED FOR SAUNADN FURR OUT 2x6 WALL 2"FOR LIGHT SWITCHESTR SRUN DUCTS THROUGH FLOOR TRUSSES. OPTION: MECH SOFFIT DN (1) R2x6 WALL2x6 WALL5 1/2"5'-0"5'-0"5 1/2"24" DEEP FLOOR TRUSSES(2) 2x12(DROPPED)(3) 1-3/4"x11-7/8" LVL (DROPPED)(2) 1-3/4" x 16" LVL2X8 JOISTSAT 16" OC24" DEEP FLOOR TRUSSES(3) 1-3/4"x24" LVL(3) 1-3/4"x24" LVL18" FLOOR TRUSSES24" DEEP FLOOR TRUSSES18" DEEP FLOOR TRUSSES18" DEEP FLOOR TRUSSES 18" DEEP FLOOR TRUSSES(3) 1-3/4"x16" LVL (DROPPED) MID CHORD BEARING FLOOR TRUSSES AT BEAM 18" DEEP FLOOR TRUSSESFLOOR TRUSSES TO CARRY ROOF AND WALL LOAD (2) 1-3/4" x 7-1/4" LVL (CONT)(2) 2x10(2) 2x8 6x6 PSL POST FULL HEIGHT 2x12 JOISTS AT 16" OC (2) 1-3/4" x 11-1/4" LVL(2) 2x12(2) 2x12(2) 2x12 L1 L2 L1 L1 L2A L3 L1L1L1 L1 L1 L1L1 L1 L2A L4 L5 L1 L2A L1 L1 L2 L1 L1 9 S6 8 S6 6 S6 LINTEL SCHEDULE: L1: (2) 2x8 w/ (1) 2x6 BRG STUD & (1) 2x6 FULL HEIGHT STUD L1A: (2) 2x8 w/ (1) 2x6 BRG STUD & (2) 2x6 FULL HEIGHT STUD L2: (2) 2x10 w/ (1) 2x6 BRG STUD & (1) 2x6 FULL HEIGHT STUD L2A: (2) 2x10 w/ (1) 2x6 BRG STUD & (2) 2x6 FULL HEIGHT STUD L3: (2) 1-3/4"x9-1/4" LVL w/ (2) 2x6 BRG STUD & (2) 2x6 FULL HEIGHT STUDS L4: (2) 1-3/4"x11-1/4" LVL w/ (2) 2x6 BRG STUD & (2) 2x6 FULL HEIGHT STUDS L5: (2) 1-3/4"x16" LVL w/ (3) 2x6 BRG STUD & (4) 2x6 FULL HEIGHT STUDS MAIN LEVEL PLAN/ UPPER LEVEL FRAMING PLAN 1/4" = 1' - 0" 1 S2 SEE SHEETS S4 AND S5 FOR HOLD-DOWN LOCATIONS AND BRACED WALL DESIGN MAIN LEVEL PLAN/ UPPER LEVEL FRAMING PLAN NOTES: CONTRACTOR SHALL VERIFY ALL DIMENSION, ELEVATION, AND MEMBER SIZE INFORMATION. ALL BEARING STUDS SHALL BE CONTINUOUS DOWN TO FOUNDATION. FLOOR SHEATHING SHALL BE 3/4" APA RATED SHEATHING WITH 8d RING SHANK NAILS AT 6" OC AT EDGES AND 12" OC IN FIELD. ALL TRUSS HANGERS SHALL BE PROVIDED BY TRUSS SUPPLIER. ALL BEAMS AND GIRDER TRUSSES SHALL HAVE A MINIMUM OF (2) BEARING STUDS AT EACH END. STAIRS AND HANDRAILS ARE BY OTHERS. 1. 2. 3. 4. 5. 6. 7 S6 10 S6 11 S6 4 S6 4 S6 4 S6 4 S6 4 S6 5 S6 5 S62X6 AT 16" OC STUD WALL (TYP) 2X6 AT 16" OC STUD WALL (TYP) 2X6 AT 16" OC STUD WALL (TYP) 2X6 AT 16" OC STUD WALL (TYP) 2X8 LEDGER W/ (2) 1/4"X4 1/2" LG SDS AT EACH STUD PROVIDE (3) 2X12 FULL HT STUDS PROVIDE (3) 2X12 FULL HT STUDS 3 S8 2 S8 1 S8(3) 2X12 (DROPPED)PROVIDE SIMPSON HUC212-3 HANGER PROVIDE (3) 2X6 BRG STUDS PROVIDE (3) 2X6 BRG STUDS PROVIDE (3) 2X6 BRG STUDS PROVIDE (3) 2X6 BRG STUDS PROVIDE (3) 2X6 BRG STUDS AND (4) 2X6 FULL HT STUDS PROVIDE (3) 2X6 BRG STUDS AND (4) 2X6 FULL HT STUDS N 2X10 JOISTS AT 16" OC W/ SIMPSON LUS28 HANGER AT DROPPED BM END 6 S7 PROVIDE (2) 2X6 BRG STUDS PROVIDE (2) 2X6 BRG STUDS PROVIDE (1) 2X6 BRG STUD PROVIDE (2) 2X6 BRG STUDS (BELOW) PROVIDE (2) 2X6 BRG STUDS (BELOW) 7 S7 7 S7 2X6 LSL STUD WALL AT 16" OC (TYP AT STAIR) (1) 2X6 BRG STUD AND (1) 2X6 FULL HT STUD AT EACH END 6X6 WOOD POST W/ SIMPSON ABA66Z BASE W/ 5/8" DIA X 5" LG EXP ANCHOR, AND LPC6Z POST CAP (4 THUS) 2023 Larson Engineering, Inc. All rights reserved. Sheet Title: Checked by: Drawn by: Project No: No:Date:Description: Date: Revisions: Sheet 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 PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. PRINT NAME: BRANDON CLARK SIGNATURE: DATE: 08/21/2023 LIC. NO: 60507 08/21/2023 BC DJC 11230536 S3 UPPER LEVEL PLAN/ ROOF FRAMING PLAN2785 SHADYWOOD ROADORONO, MN 55331KOSKIE RESIDENCEREC ROOM LAKE TERRACE BEDROOM #3 BEDROOM #4 W.I.C. #2 BEDROOM #2 EXERCISEBATH #2 CL #4A UPPER HALL SHARED BATH 2-8 13'-0"12'-0"16'-6" 3-0 CASED OPENING CLG: VAULTED 17'-7" X 8'-0" LIFT AND SLIDEDN CLG: VAULTED 2'-6" 39'-8"4'-9"4'-9"2'-0"22'-0"22'-0"16'-0"3-01'-8"FLAT ROOF 9'-2"4'-0" X 6'-0"CLG: 8'H +BOX VAULT (2) 3'-0" X 5'-0" 6'-0" X 6'-10" SLIDING DOOR 12'-7 1/2" 8'-0" FIN. HEAD HEIGHT 2 - 6 2-62-83'-0" X 5'-0" 13'-9"16'-0"2-62-62-6 2-8 W T.V.1'-0"CHASE FLUE 4'-4"7'-0"42'-0"2'-4" 12'-8"5'-10 1/2" 6'-8"6'-0"3'-3 1/2" 16'-0"10'-0" 8'-0" 16'-0" 40'-0" 17'-0"7'-0" 8'-0" 2'-1"14'-5"5'-0"19'-8"12'-8"6'-0"H KNEE WALL6'-0"H KNEE WALL6'-0"H KNEE WALL 3'-0" X 6'-0"2'-4" x 5'-0" (3) 3'-0" X 6'-0"2'-0"4'-2"5'-8 3/4" CL #4B W.I.C. #3 5'-0"FLAT ROOF16'-6"44'-4" 84'-0"28'-0"6'-0"H KNEE WALL GOLF SIMULATOR CLG: VAULTED 5 3/4"26'-0"CLG: FLATCURB FLAT ROOF 1'-0"4 1/2" 2'-1 1/2" 2'-4" x 5'-0" 2'-0" x 3'-6"2'-0" 3'-6"2'-0" x 3'-6"2'-0" x 3'-6"(2) 3'-0" X 6'-0" 2'-4" x 5'-0"2'-4" x 5'-0"(2) 3'-0" X 6'-0"4'-0" X 6'-0"4'-0" X 6'-0"(3) 3'-0" X 6'-0"8'-0" FIN. HEAD HEIGHT(3) 2'-8" X 6'-0"4'-0"SOUND INSUL CLG: 8' 3'-5 1/2"5'-10"6'-11 1/2"11'-8"10'-8 3/4"4'-1"3'-2 1/4"4'-4 1/2"6'-3"5'-4 1/2"5'-10"4'-0"5'-10"5'-3 3/8"7'-4 5/8" 2'-4 1/4"3'-7 3/4"1'-7 3/4"2'-4 1/4"1'-9 1/2"9'-2"3'-5 1/2" 1'-4" 3'-8" 2'-3 1/4"9'-2"1'-6 3/4" 2'-1 1/4" 2'-0 3/4"3'-9 1/4" 4'-0"8'-0"8'-0"14'-8"10'-1"8'-3"8'-3"4'-4 1/4"11'-0"11'-0"ROO ACINLOW-DEFLECTION BEAM -SEE STRUCT3'-0"4'-4"4'-4"3'-0"4'-4"6'-0"8'-0"1'-6 1/2"2'-4"4'-4"3'-6"DN 1/2"4'-0"4'-0"5 1/2"4'-0"6'-9"1'-0"STONE VENEER2-8STORAGE 3-0 STORAGE CABINET 4'-4 1/4"4'-2 1/4"3'-11"2'-7 1/2" 2-6 CASED OPENING MEDIA ROOM CLG: 10'15'-9"19'-0"2'-4"3'-7" BUNK ROOM CLG: 10' BAR CLG: 10'3'-8"8'-7"2'-9"10'-0"4'-5"2'-0"HALL CLG: 8' CLG: 10' 2-8 PKT 6'-0"H KNEE WALL OFFICE 13'-9" 6'-5" 9'-8 1/2"GLASS WALL(3) 2'-8" X 6'-0"5 3/4"2'-5" X 6'-0"T.V.3-02-6 PKT2'-8 1/4"2'-8 1/4" 4'-0" CASED OPENINGSH.PWDR 3'-0" VANITY 5'-8 3/4"D SH. LIN. LAUNDRY CABLE RAILING OR APPROVED ALT. 6'-8"12'-4 3/4"6'-10 1/4"1'-0"6'-8"4'-0 3/4"6'-0 1/4"2'-6"5'-2"8"8'-5"8'-4"5'-3"2'-0"4'-4 1/2"1'-6 3/4"2-42'-0" 7'-7 3/4"4'-4 1/4" 3'-2 1/4" 2-6 SOUND INSUL FLAT ROOF SPACING BY SUPPLIER 2x6 WALL11'-8 1/4"5'-3 3/4"4'-5 1/2"6'-6 1/2"6'-6 1/2"4'-5 1/2"3'-3"5'-0"5'-0"2'-5" X 6'-0"3'-3"(3) 2'-11" X 6'-0"3'-0"3'-0"9'-4" HEAD HEIGHT3'-0"5 1/2"5'-0"5'-0"3'-0"5 1/2"SHEATHING EXTENDS INTO ADJACENT WALL -SEE STRUCT SHEATHING EXTENDS INTO ADJACENT WALL -SEE STRUCT5 1/2"5 1/2"1'-0 1/4" 18'-9 5/64"2'-1"(2) 1-3/4" x 16" LVLROOF TRUSSES GIRDER TRUSS ROOF TRUSSES GIRDER TRUSSGIRDER TRUSS GIRDER TRUSSGIRDER TRUSS (3) 1-3/4" x 16" LVLGIRDER TRUSSGIRDER TRUSSSCISSOR TRUSSESSCISSOR TRUSSESSCISSOR TRUSSES ROOF TRUSSESROOF TRUSSESROOF TRUSSESSCISSOR TRUSSESROOF TRUSSES ROOF TRUSSES ROOF TRUSSES(3) 1-3/4" x 9-1/4" LVL L1 (2) 1-3/4" x 7-1/4" LVL (CONT)(2) 2x6 BRG STUDS BELOW (2) 1-3/4" x 9-1/4" LVL(2) 2x8L2 6x6 PSL POST FULL HEIGHT. FASTEN TO TOP PLATE w/ A35 FRAMING ANGLE EACH SIDE SIMPSON HUCQ410-SDS HANGER SIMPSON HUC28-2 HANGER LINTEL SCHEDULE: L1: (2) 2x8 w/ (1) 2x6 BRG STUD & (1) 2x6 FULL HEIGHT STUD L1A: (2) 2x8 w/ (1) 2x6 BRG STUD & (2) 2x6 FULL HEIGHT STUD L2: (2) 2x10 w/ (1) 2x6 BRG STUD & (1) 2x6 FULL HEIGHT STUD L2A: (2) 2x10 w/ (1) 2x6 BRG STUD & (2) 2x6 FULL HEIGHT STUD L3: (2) 1-3/4"x9-1/4" LVL w/ (2) 2x6 BRG STUD & (2) 2x6 FULL HEIGHT STUDS L4: (2) 1-3/4"x11-1/4" LVL w/ (2) 2x6 BRG STUD & (2) 2x6 FULL HEIGHT STUDS L5: (2) 1-3/4"x16" LVL w/ (3) 2x6 BRG STUD & (4) 2x6 FULL HEIGHT STUDS L1 L1 L1 L1 L1 L1 L1 L2A L2 L1 L2A L1 L1L2 L2A L2A L1 L2 UPPER LEVEL PLAN/ ROOF FRAMING PLAN 1/4" = 1' - 0" 1 S3 SEE SHEETS S4 AND S5 FOR HOLD-DOWN LOCATIONS AND BRACED WALL DESIGN UPPER LEVEL PLAN/ ROOF FRAMING PLAN NOTES: CONTRACTOR SHALL VERIFY ALL DIMENSION, ELEVATION, AND MEMBER SIZE INFORMATION. ALL BEARING STUDS SHALL BE CONTINUOUS DOWN TO FOUNDATION. ROOF SHEATHING: 1/2" APA RATED SHEATHING WITH 8d NAILS AT 6" OC AT EDGES AND 12" OC IN FIELD. END JOINTS OF SHEATHING TO BE STAGGERED. PLYWOOD CLIPS SHOULD BE USED WHEN SUPPORTING MEMBERS ARE SPACED GREATER THAN 16" OC. ROOF SHEATHING TO BE CONTINUOUS UNDER ALL VALLEY SETS. ROOF TRUSS SUPPLIER SHALL VERIFY ROOF TRUSS LAYOUT WITH CONTRACTOR. CONTACT EOR IF ROOF TRUSS LAYOUT DOES NOT MATCH PLAN. ALL ROOF MEMBERS SHALL HAVE A MECHANICAL HOLD-DOWN. ALL BEAMS AND GIRDER TRUSSES SHALL HAVE A MINIMUM OF (2) BEARING STUDS AT EACH END. STAIRS AND HANDRAILS ARE BY OTHERS. 1. 2. 3. 4. 5. 6. 7. 8. SIMPSON HUCQ610-SDS HANGER 4 S7 1 S7 1 S7 3 S7 3 S7 2 S7 2 S7 2X6 AT 16" OC STUD WALL (TYP) 2X6 AT 16" OC STUD WALL (TYP) 2X6 AT 16" OC STUD WALL (TYP) 2X6 AT 16" OC STUD WALL (TYP) PROVIDE (3) 2X12 FULL HT STUDS PROVIDE (3) 2X12 FULL HT STUDS 3 S8 2 S8 1 S8 1 S7 3 S7 1 S7 ROOF TRUSSES 2X10 JSTSAT 16" OC5 S7 PROVIDE (2) 2X6 BRG STUDS PROVIDE (2) 2X6 BRG STUDS PROVIDE (2) 2X6 BRG STUDS PROVIDE (2) 2X6 BRG STUDS PROVIDE (2) 2X6 BRG STUDS L1 PROVIDE (2) 2X6 BRG STUDS 6X6 PSL POST PROVIDE (2) 2X6 BRG STUDS PROVIDE (2) 2X6 BRG STUDS PROVIDE (2) 2X6 BRG STUDS PROVIDE (2) 2X6 BRG STUDS PROVIDE (2) 2X6 BRG STUDS PROVIDE (2) 2X6 BRG STUDS PROVIDE (2) 2X6 BRG STUDS N PROVIDE GABLE END BRACING PER INDUSTRY STANDARD (TYP) 3 S7 3 S7 PROVIDE (1) 2X6 BRG STUD AND (3) 2X6 FULL HT STUDS PROVIDE (1) 2X6 BRG STUD AND (3) 2X6 FULL HT STUDS PROVIDE (2) 2X6 BRG STUDS AND (4) 2X6 FULL HT STUDS PROVIDE (2) 2X6 BRG STUDS AND (4) 2X6 FULL HT STUDS Tempered window required 2x12 sill plate overhang 2023 Larson Engineering, Inc. All rights reserved. Sheet Title: Checked by: Drawn by: Project No: No:Date:Description: Date: Revisions: Sheet 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 PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. PRINT NAME: BRANDON CLARK SIGNATURE: DATE: 08/21/2023 LIC. NO: 60507 08/21/2023 BC DJC 11230536 S4 MAIN LEVEL BRACED WALL PLAN 2785 SHADYWOOD ROADORONO, MN 55331KOSKIE RESIDENCEFURN. WATER HTR F.D. KITCHEN GREAT ROOM 3-SEASON PORCH ENTRY FOYER PWDR PRIMARY BATH PRIMARY BEDROOM DINING SCULLERY 3-CAR GARAGE CHANGING ROOM MUD PRIMARY W.I.C. SAUNABATH #1 COAT CL. LAKE ENTRY 3'-0"8'-10"3-6 CASED OPENING2'-0"4'-4"4'-8" 3'-8"4'-0 1/2"2'-0"6'-2" 36" REF. 30" FRZ 48" RANGE BAR TR/REC. D.W.4'-0 1/2"2'-0"CLG: 10'H 9-0 O.H. INSUL GARAGE DR 16-0 O.H. INSUL GARAGE DR 3-03-0 20 MIN. RATED 3-0 9'-0" CLG. HT.17'-7" X 8'-0" LIFT AND SLIDEIN FLOOR HEAT C.T. 4'-0" 16'-6"12'-0"14'-2"10'-0"14'-8"5'-4"3'-5 3/4"9'-11 1/2"28'-0"8'-0"9'-4"2-6 5"3'-5 5/8"5" 9'-6"18'-0"14'-0" 9'-0 5/8"9'-0 5/8"23'-4"18'-1 1/4" 2-8 3'-6"3'-0"16'-0"3'-0"9'-0"1'-6"2'-0"7'-9"10'-6"7'-9"1'-0 1/4" 2'-0" 5'-0" X 6'-0"(2) 3'-0" X 5'-0"BENCH W/ HOOKS DROP ZONE 9'-0" CLG. HT.10'-2 3/4"4'-6"6'-0 3/4"2 - 6 5'-9 3/4"9'-0" CLG. HT.2-43-0 X 8-0WD2-82-64'-5 1/2"5'-6 1/2"4'-4"5'-0"ARCHED OPENING5'-10"3'-0"3-0 PKTSTEEL FOOT GRILLE OVER DRAIN BOX VAULT 15'-0" 2-6 6'-11"4'-7 1/2" 3-0 5'-0"2-62-8 PKTT.V.OUTDOORSHOWERBENCHW/ HOOKS2-6 BENCH W/ HOOKS 86'-0" 40'-6 1/2"41'-1 1/2"16'-0"3'-0"60'-0"26'-0"5'-5"4'-6 1/2"36'-0"2'-0"2'-0" 4'-0"22'-0"14'-0" 40'-0" 3-0 PKT 2x6 WALL CHARGER 16"D STORAGE SHELVES +/- 4" CURB 2'-4"5'-3"28'-6 1/2"12'-0" 1'-4"5'-4 1/2"2'-0"2'-6 1/4"4'-3 1/4" 3'-0" X 5'-0"3'-0" X 5'-0"9'-4" HEAD HEIGHTACCORDION WINDOW 3 PANELS, 7'-6" X 5'-0" 6'-8 1/2"4'-6 1/4"5'-5 1/2"6'-8 1/2"17'-8 3/4" 2'-5 1/4"5'-4 3/4"12'-4"5'-9 1/2"5'-9 1/2"2'-4" X 5'-0"(3) 2'-11" X 6'-0"(3) 2'-11" X 1'-4" TRANSOMS2'-6 1/2"3'-0" X 5'-0"2'-2 1/2"2'-2 1/2"8"5'-0"DN (1) R 12'-0"4'-0"2'-0" CHASE CHASE UP (18) 7 3/4" RISERS (17) 10" TREADS(3) 3'-0" x 5'-0"3-0 INSUL2'-0"2-1010"DRAIN TODAYLIGHTSOUND INSUL3-03'-0"2'-5 1/2"5 3/4"5"10"DROPPED BEAM-SEE STRUCT4'-3 5/8"4'-3 5/8" TYPICAL: WHITE OAK BOX BEAMS, CHARACTER GRADE EQ.EQ.EQ.CLG: 10'H EZE BREEZE SCREENS ALTERNATE: PHANTOM SCREENS DN 10"13'-4"10"4'-0"3'-4"5"4'-0"4'-0 1/2"3'-4"8'-2"7'-7 1/4"3'-5 1/2"7'-9"5'-6 1/4"3'-10 1/4" 1'-4"(3) 2'-8" X 5'-0"(3) 2'-8" X 1'-4" TRANSOMS9'-4" HEAD HEIGHT2'-4" X 5'-0"3'-0" X 5'-0"2'-0" X 3'-6"2'-8" X 5'-0"2'-8" X 1'-4" TRANSOM2'-8" X 5'-0"2'-8" X 1'-4" TRANSOMTR. REC. NICHE SHELF 44'-0"5'-3"4'-0"4'-0"4'-5 1/2"6'-8" STONE VENEER 18" FLOOR TRUSSESSPACING BY SUPPLIER18" FLOOR TRUSSES SPACING BY SUPPLIER 18" FLOOR TRUSSESSPACING BY SUPPLIER2X12 ROOF JOISTS SPACING BY SUPPLIERLOW-DEFLECTION BEAM-SEE STRUCT2x6 WALL1'-6 1/4"1'-11"4'-0"1'-4"1'-4"2'-0"BUTTRESSBUTTRESSFACE OF STONE VENEER (BELOW) FACE OF STONE VENEER (BELOW) STONE VENEERSTONE VENEER3-0CLOSET A/C MECH. 2'-0 1/2"6'-0"8'-0"VOID 6'-0" FLOOR DRAIN 6'-0" FLOOR DRAIN 2-6 LAUNDRY 9'-0" CLG. HT. 3'-5 1/2"9'-2"3'-10 1/2" CONC LANDING LOW-PRESSURE EXHAUST FAN ABOVE 4'-1 1/2"4'-4 1/2"1'-5 1/4"4'-5"4'-11"2'-0 3/4"2'-0 3/4"DN DN 1'-4"18" FLOOR TRUSSESSPACING BY SUPPLIER2x6 WALL INSULATEDAS REQUIRED FOR SAUNADN FURR OUT 2x6 WALL 2"FOR LIGHT SWITCHES18" FLOOR TRUSSES SPACING BY SUPPLIER18" FLOOR TRUSSESSPACING BY SUPPLIERRUN DUCTS THROUGH FLOOR TRUSSES. OPTION: MECH SOFFIT DN (1) R2x6 WALL2x6 WALL5 1/2"5'-0"5'-0"5 1/2"A C E D 1 2 3 4 GBWSPWSPWSPGBCS-PFCS-PFGBGBWSPWSP 8'-0" WSP 4'-0" WSP 4'-0" WSP 4'-0" WSP 4'-0" PFH WSP (INT) PFH WSP 4'-0" GB 12'-0" WSPGB WSP 4'-0" WSP 4'-0" WSP 4'-0" 3'-10" 14'-2" 4'-0" 4'-0" 23'-4" 4'-0" 42'-0"4'-0"4'-0"4'-0"13'-0"26'-0"4'-0"4'-0"26'-0"GBWSPGB8'-0"PFH PFH WSP BRACED WALL LINE GYPBOARD (GB) 6d COOLER NAILS @ 7" OC @ EDGES & FIELD. GYPBOARD NAILING REQUIRED BOTH SIDES OF WALL. WOOD STRUCTURAL PANEL (WSP) APA RATED SHEATHING, BLOCKED. 8d COMMON NAILS @ 6" OC @ EDGES, 12" OC IN FIELD. INSIDE FACE OF WALLS TO BE SHEATHED WITH GYP BOARD. WOOD STRUCTURAL PANEL (INTERIOR) (WSP (INT)) APA RATED SHEATHING, BLOCKED. 6d COMMON NAILS @ 6" OC @ EDGES, 12" OC IN FIELD. OPPOSITE FACE OF WALLS TO BE SHEATHED WITH GYP BOARD. CONTINUOUSLY SHEATHED WOOD STRUCTURAL PANELS (CS-WSP) APA RATED SHEATHING, BLOCKED. 8d COMMON NAILS @ 6" OC @ EDGES, 12" OC IN FIELD. SHEATH & NAIL ENTIRE LENGTH OF WALL, INCLUDING ABOVE & BELOW OPENINGS. INSIDE FACE OF WALLS TO BE SHEATHED WITH GYP BOARD. CONTINUOUSLY SHEATHED PORTAL FRAME (CS-PF) APA RATED SHEATHING, BLOCKED. NAILING AND ANCHORS PER FIGURE R602.10.6.4 (ATTACHED). PORTAL FRAME WITH HOLD-DOWNS (PFH) APA RATED SHEATHING, BLOCKED. NAILING AND ANCHORS PER FIGURE R602.10.6.2 (ATTACHED). ENGINEERED SHEAR WALL (ESW) 7/16" APA RATED SHEATHING, BLOCKED. 8d COMMON NAILS @ 4" OC @ EDGES, 12" OC IN FIELD. SEE PLAN AND HOLD-DOWN SCHEDULE FOR HOLD-DOWN LOCATIONS AND DESIGN INFORMATION. NOTE: SEE BRACED WALL DETAILS ON SHEET S9. BRACED WALL SCHEDULE:2'-10"WSP (INT) PFH ESW3'-0"ESW3'-0"ESW3'-0"ESW3'-0"B A D30'-7"21'-5"E13'-0"WSP (INT)4'-0"HD2 HD2 HD2 HD2 HD2 HD2 HD2 HD2 HOLD-DOWN SCHEDULE MARK DESCRIPTION COMMENTS HD1 SIMPSON MSTC52 FLOOR-TO-FLOOR STRAP TIE PROVIDE (2) 2X STUDS OF THICKNESS PER STRAP TIE HD2 SIMPSON HDU11-SDS2.5 HOLD-DOWN PROVIDE (4) 2X STUDS OF THICKNESS PER HOLD-DOWN, AND 1" DIA NUTTED ANCHOR BOLTS* W/ 24" EMBEDMENT. * PROVIDE (1) #5 VERTICAL BAR IN CONCRETE WALL AT EACH HD2 ANCHOR BOLT LOCATION. * ANCHOR BOLTS MUST BE CIP AND CANNOT BE EPOXIED. MAIN LEVEL BRACED WALL PLAN 1/4" = 1' - 0" 1 S4 N CS-PF3'-0"WSPCS-PF3'-0"WSP4'-0" 2023 Larson Engineering, Inc. All rights reserved. Sheet Title: Checked by: Drawn by: Project No: No:Date:Description: Date: Revisions: Sheet 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 PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. PRINT NAME: BRANDON CLARK SIGNATURE: DATE: 08/21/2023 LIC. NO: 60507 08/21/2023 BC DJC 11230536 S5 UPPER LEVEL BRACED WALL PLAN 2785 SHADYWOOD ROADORONO, MN 55331KOSKIE RESIDENCEREC ROOM LAKE TERRACE BEDROOM #3 BEDROOM #4 W.I.C. #2 BEDROOM #2 EXERCISEBATH #2 CL #4A UPPER HALL SHARED BATH 2-8 13'-0"12'-0"16'-6" 3-0 CASED OPENING CLG: VAULTED 17'-7" X 8'-0" LIFT AND SLIDEDN CLG: VAULTED 2'-6" 39'-8"4'-9"4'-9"2'-0"22'-0"22'-0"16'-0"3-01'-8"FLAT ROOF 9'-2"4'-0" X 6'-0"CLG: 8'H +BOX VAULT (2) 3'-0" X 5'-0" 6'-0" X 6'-10" SLIDING DOOR 12'-7 1/2" 8'-0" FIN. HEAD HEIGHT 2 - 6 2-62-83'-0" X 5'-0" 13'-9"16'-0"2-62-62-6 2-8 W T.V.1'-0"CHASE FLUE 4'-4"7'-0"42'-0"2'-4" 12'-8"5'-10 1/2" 6'-8"6'-0"3'-3 1/2" 16'-0"10'-0" 8'-0" 16'-0" 40'-0" 17'-0"7'-0" 8'-0" 2'-1"14'-5"5'-0"19'-8"12'-8"6'-0"H KNEE WALL6'-0"H KNEE WALL6'-0"H KNEE WALL 3'-0" X 6'-0"2'-4" x 5'-0" (3) 3'-0" X 6'-0"2'-0"4'-2"5'-8 3/4" CL #4B W.I.C. #3 5'-0"FLAT ROOF16'-6"44'-4" 84'-0"28'-0"6'-0"H KNEE WALL GOLF SIMULATOR CLG: VAULTED 5 3/4"26'-0"CLG: FLATCURB FLAT ROOF 1'-0"4 1/2" 2'-1 1/2" 2'-4" x 5'-0" 2'-0" x 3'-6"2'-0" 3'-6"2'-0" x 3'-6"2'-0" x 3'-6"(2) 3'-0" X 6'-0" 2'-4" x 5'-0"2'-4" x 5'-0"(2) 3'-0" X 6'-0"4'-0" X 6'-0"4'-0" X 6'-0"(3) 3'-0" X 6'-0"8'-0" FIN. HEAD HEIGHT(3) 2'-8" X 6'-0"4'-0"SOUND INSUL CLG: 8' 3'-5 1/2"5'-10"6'-11 1/2"11'-8"10'-8 3/4"4'-1"3'-2 1/4"4'-4 1/2"6'-3"5'-4 1/2"5'-10"4'-0"5'-10"5'-3 3/8"7'-4 5/8" 2'-4 1/4"3'-7 3/4"1'-7 3/4"2'-4 1/4"1'-9 1/2"9'-2"3'-5 1/2" 1'-4" 3'-8" 2'-3 1/4"9'-2"1'-6 3/4" 2'-1 1/4" 2'-0 3/4"3'-9 1/4" 4'-0"8'-0"8'-0"14'-8"10'-1"8'-3"8'-3"4'-4 1/4"11'-0"11'-0"ROOF TRUSSES SPACING BY SUPPLIERROOF TRUSSESSPACING BY SUPPLIERROOF TRUSSESSPACING BY SUPPLIERROOF TRUSSESSPACING BY SUPPLIERROOF TRUSSESSPACING BY SUPPLIERLOW-DEFLECTION BEAM -SEE STRUCT3'-0"4'-4"4'-4"3'-0"4'-4"6'-0"8'-0"1'-6 1/2"2'-4"4'-4"3'-6"DN 1/2"4'-0"4'-0"5 1/2"4'-0"6'-9"1'-0"STONE VENEER2-8STORAGE 3-0 STORAGE CABINET 4'-4 1/4"4'-2 1/4"3'-11"2'-7 1/2" 2-6 CASED OPENING MEDIA ROOM CLG: 10'15'-9"19'-0"2'-4"3'-7" BUNK ROOM CLG: 10' BAR CLG: 10'3'-8"8'-7"2'-9"10'-0"4'-5"2'-0"HALL CLG: 8' CLG: 10' 2-8 PKT 6'-0"H KNEE WALL OFFICE 13'-9" 6'-5" 9'-8 1/2"GLASS WALL(3) 2'-8" X 6'-0"5 3/4"2'-5" X 6'-0"T.V.3-02-6 PKT2'-8 1/4"2'-8 1/4" 4'-0" CASED OPENINGSH.PWDR 3'-0" VANITY 5'-8 3/4"D SH. LIN. LAUNDRY CABLE RAILING OR APPROVED ALT. 6'-8"12'-4 3/4"6'-10 1/4"1'-0"6'-8"4'-0 3/4"6'-0 1/4"2'-6"5'-2"8"8'-5"8'-4"5'-3"2'-0"4'-4 1/2"1'-6 3/4"2-42'-0" 7'-7 3/4"4'-4 1/4" 3'-2 1/4" 2-6 SOUND INSUL FLAT ROOF SPACING BY SUPPLIER 2x6 WALL11'-8 1/4"5'-3 3/4"4'-5 1/2"6'-6 1/2"6'-6 1/2"4'-5 1/2"3'-3"5'-0"5'-0"2'-5" X 6'-0"3'-3"(3) 2'-11" X 6'-0"3'-0"3'-0"9'-4" HEAD HEIGHT3'-0"5 1/2"5'-0"5'-0"3'-0"5 1/2"SHEATHING EXTENDS INTO ADJACENT WALL -SEE STRUCT SHEATHING EXTENDS INTO ADJACENT WALL -SEE STRUCT5 1/2"5 1/2"1'-0 1/4" 18'-9 5/64"2'-1"ESW 3'-0"1 2 3 4 A B C D GBWSP6'-0"CS-WSPCS-WSPGB8'-0"CS-PFCS-PFGB8'-0"WSP 4'-0" WSP 4'-0" WSP GB WSP 4'-0" 4'-0" 4'-0" 4'-0" 12'-8"23'-10"39'-6"4'-0"4'-0"4'-0"21'-0"19'-8"18'-4"WSPWSP4'-0"CS-WSPCS-WSPWSP 8'-0" WSP 4'-0" WSP 8'-0" WSP 4'-0" WSP WSP 4'-0"4'-0"GB 4'-0"GB 4'-0" GBGB 4'-0" GB ESW3'-0"ESW3'-0"ESW3'-0"HD1 HD1 HD1 HD1 HD1 HD1 HD1 HD1 UPPER LEVEL BRACED WALL PLAN 1/4" = 1' - 0" 1 S5 BRACED WALL LINE GYPBOARD (GB) 6d COOLER NAILS @ 7" OC @ EDGES & FIELD. GYPBOARD NAILING REQUIRED BOTH SIDES OF WALL. WOOD STRUCTURAL PANEL (WSP) APA RATED SHEATHING, BLOCKED. 8d COMMON NAILS @ 6" OC @ EDGES, 12" OC IN FIELD. INSIDE FACE OF WALLS TO BE SHEATHED WITH GYP BOARD. WOOD STRUCTURAL PANEL (INTERIOR) (WSP (INT)) APA RATED SHEATHING, BLOCKED. 6d COMMON NAILS @ 6" OC @ EDGES, 12" OC IN FIELD. OPPOSITE FACE OF WALLS TO BE SHEATHED WITH GYP BOARD. CONTINUOUSLY SHEATHED WOOD STRUCTURAL PANELS (CS-WSP) APA RATED SHEATHING, BLOCKED. 8d COMMON NAILS @ 6" OC @ EDGES, 12" OC IN FIELD. SHEATH & NAIL ENTIRE LENGTH OF WALL, INCLUDING ABOVE & BELOW OPENINGS. INSIDE FACE OF WALLS TO BE SHEATHED WITH GYP BOARD. CONTINUOUSLY SHEATHED PORTAL FRAME (CS-PF) APA RATED SHEATHING, BLOCKED. NAILING AND ANCHORS PER FIGURE R602.10.6.4 (ATTACHED). PORTAL FRAME WITH HOLD-DOWNS (PFH) APA RATED SHEATHING, BLOCKED. NAILING AND ANCHORS PER FIGURE R602.10.6.2 (ATTACHED). ENGINEERED SHEAR WALL (ESW) 7/16" APA RATED SHEATHING, BLOCKED. 8d COMMON NAILS @ 4" OC @ EDGES, 12" OC IN FIELD. SEE PLAN AND HOLD-DOWN SCHEDULE FOR HOLD-DOWN LOCATIONS AND DESIGN INFORMATION. NOTE: SEE BRACED WALL DETAILS ON SHEET S9. BRACED WALL SCHEDULE: HOLD-DOWN SCHEDULE MARK DESCRIPTION HD1 SIMPSON MSTC52 FLOOR-TO-FLOOR STRAP TIE HD2 SIMPSON HDU11-SDS2.5 HOLD-DOWN * PROVIDE (1) #5 VERTICAL BAR IN CONCRETE WALL AT EACH HD2 ANCHOR BOLT LOCATION. * ANCHOR BOLTS MUST BE CIP AND CANNOT BE EPOXIED. COMMENTS PROVIDE (2) 2X STUDS OF THICKNESS PER STRAP TIE PROVIDE (4) 2X STUDS OF THICKNESS PER HOLD-DOWN, AND 1" DIA NUTTED ANCHOR BOLTS* W/ 24" EMBEDMENT. N 3"FOOTING (SEE PLAN) CONC SLAB (SEE PLAN) CONC WALL (SEE PLAN) TRT'D 2x6 SILL PLATE w/ 1/2" DIA x 5" LG TITEN HD SCREW ANCHORS AT 48" OC (UNO) STUD WALL (SEE PLAN) WALL SHEATHING (SEE PLAN) 1/2" EXP MATERIAL (SEE PLAN)D(TYP)3" CLR(TYPICAL) 43 BAR DIA ON PLAN 2S UNO SON PLAN 2S UNO (SEE PLAN) D(TYP) 3" CLR BENT BAR (MATCH FTG REINF) (TYPICAL) TFE VARIES (SEE PLAN) FOOTING REINF WHERE REQ'D (SEE PLAN) NOTES 1.S=8" OR 16" FOR MASONRY WALLS OR 2'-0" MAX FOR POURED CONC WALLS OR PRECAST 2.STEPPED FOOTINGS SHALL BE CAST AS A UNIT CORNER INTERSECTION SINGLE CURTAIN OF REINFORCING0" 38 BAR DIA38 BAR DIA 38 BAR DIA 38 BAR DIAREVERSE HOOK AT CONSECUTIVE BARS PLACE VERT REINF IN CENTER OF WALL UNLESS NOTED OTHERWISE STUD WALL (SEE PLAN) WALL SHEATHING (SEE PLAN) STUD WALL (SEE PLAN) FLOOR SHEATHING WOOD FLOOR TRUSS (SEE PLAN) DOUBLE TOP PLATE STUD WALL (SEE PLAN) SIMPSON H1 (TYP AT EA END) ROOF SHEATHING (SEE PLAN) LEDGER (SEE PLAN) JOIST (SEE PLAN) SIMPSON LRU28Z HANGER (TYP) WOOD FLOOR TRUSS (SEE PLAN) DROPPED BEAM (SEE PLAN) BLOCK SOLID AT TRUSS BRG FLOOR SHEATHING 6" MINWALL SHEATHING (SEE PLAN) STUD WALL (SEE PLAN) FLOOR SHEATHING 2X10 LEDGER W/ (2) 1/4" DIA X 4 1/2" LG SDS SCREWS AT EACH FLR TRUSS DROPPED BEAM (SEE PLAN) LINTEL (SEE PLAN) ROOF SHEATHING (SEE PLAN) DROPPED BEAM (SEE PLAN) ROOF TRUSS (SEE PLAN) WOOD FLOOR TRUSS (SEE PLAN) SIMPSON LUS26-2 HANGER (TYP) SIMPSON A34 ANGLE (TYP) SLOPE WALL SHEATHING (SEE PLAN) STUD WALL (SEE PLAN) FLOOR SHEATHING 2X12 LEDGER W/ (3) 1/4" DIA X 4 1/2" LG SDS SCREWS AT EACH FLR TRUSS SIMPSON H1 (TYP)LINTEL (SEE PLAN) FLOOR SHEATHING (SEE PLAN) LINTEL (SEE PLAN) JOIST (SEE PLAN) WOOD FLOOR TRUSS (SEE PLAN) SIMPSON LUS210 HANGER (TYP) WATERPROOFING (BY OTHERS) DECKING (SEE ARCH) FLOOR TRUSS RIBBON: CONT 2X6 WALL SHEATHING (SEE PLAN) FLOOR SHEATHING WOOD FLOOR TRUSS (SEE PLAN) DOUBLE TOP PLATE STUD WALL (SEE PLAN) BRG WALL (SEE PLAN) WALL SHEATHING (SEE PLAN) SLEEPERS (SEE ARCH) SHEATHING WOOD FLOOR TRUSS (SEE PLAN) DOUBLE TOP PLATE STUD WALL (SEE PLAN) FLOOR SHEATHING STUD WALL (SEE PLAN) BLOCKING AT 48" OC SLEEPERS (SEE ARCH) FLOOR TRUSS (SEE PLAN) FLOOR SHEATHING (SEE PLAN) STUD WALL (SEE PLAN) WALL SHEATHING (SEE PLAN) FLOOR TRUSS (SEE PLAN) FLOOR SHEATHING (SEE PLAN) STUD WALL (SEE PLAN) WALL SHEATHING (SEE PLAN) BLOCKING AT 48" OC 2023 Larson Engineering, Inc. All rights reserved. Sheet Title: Checked by: Drawn by: Project No: No:Date:Description: Date: Revisions: Sheet 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 PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. PRINT NAME: BRANDON CLARK SIGNATURE: DATE: 08/21/2023 LIC. NO: 60507 08/21/2023 BC DJC 11230536 S6 DETAILS 2785 SHADYWOOD ROADORONO, MN 55331KOSKIE RESIDENCESECTION 3/4" = 1'-0"S6 1 SECTION 3/4" = 1'-0"S6 3SECTION 1/2" = 1'-0"S6 2 SECTION 3/4" = 1'-0"S6 6 SECTION 3/4" = 1'-0"S6 7 SECTION 3/4" = 1'-0"S6 8 SECTION 3/4" = 1'-0"S6 9 SECTION 3/4" = 1'-0"S6 10 SECTION 3/4" = 1'-0"S6 11 SECTION 3/4" = 1'-0"S6 4 SECTION 3/4" = 1'-0"S6 5 ROOF SHEATHING SCISSOR TRUSS (SEE PLAN) DOUBLE TOP PLATE STUD WALL (SEE PLAN) SHEATHING BLOCKING AT 48" OC WALL SHEATHING (SEE PLAN) STUD WALL (SEE PLAN) H1 AT EACH TRUSS SCISSOR TRUSS (SEE PLAN) ROOF SHEATHING (SEE PLAN) SIMPSON H1 (TYP) LINTEL (SEE PLAN) ROOF SHEATHING (SEE PLAN) ROOF TRUSS (SEE PLAN) WALL SHEATHING (SEE PLAN) SCISSOR TRUSS (SEE PLAN) ROOF SHEATHING (SEE PLAN) BEAM (SEE PLAN) SIMPSON LUS28 HANGER (TYP) SIMPSON MUS28 HANGER (TYP) SIMPSON H1 (TYP) LINTEL (SEE PLAN) ROOF SHEATHING (SEE PLAN) JOIST (SEE PLAN) WALL SHEATHING (SEE PLAN) SIMPSON LUS28 HANGER (TYP) GIRDER TRUSS SLOPE WALL SHEATHING (SEE PLAN) STUD WALL (SEE PLAN) H1 AT EACH TRUSS ROOF TRUSS (SEE PLAN) ROOF SHEATHING (SEE PLAN) SIMPSON H1 (TYP) LINTEL (SEE PLAN) ROOF SHEATHING (SEE PLAN) JOIST (SEE PLAN) WALL SHEATHING (SEE PLAN) SIMPSON LUS28 HANGER (TYP) STUD WALL (SEE PLAN) DROPPED BEAM (SEE PLAN) FLOOR TRUSS (SEE PLAN) FLOOR SHEATHING (SEE PLAN) SLOPE CONTINUOUSLY SHEATHED PORTAL FRAME (SEE PLAN) FLOOR TRUSS (SEE PLAN) FLOOR SHEATHING (SEE PLAN) STUD WALL (SEE PLAN)WALL SHEATHING (SEE PLAN) 2X12 LEDGER W/ (2) 1/4" DIA X 4 1/2" LG SDS SCREWS AT EACH FLR TRUSS DECKING (SEE ARCH) JOIST (SEE PLAN) FLOOR SHEATHING (SEE PLAN) WATERPROOFING (BY OTHERS) 2023 Larson Engineering, Inc. All rights reserved. Sheet Title: Checked by: Drawn by: Project No: No:Date:Description: Date: Revisions: Sheet 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 PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. PRINT NAME: BRANDON CLARK SIGNATURE: DATE: 08/21/2023 LIC. NO: 60507 08/21/2023 BC DJC 11230536 S7 DETAILS 2785 SHADYWOOD ROADORONO, MN 55331KOSKIE RESIDENCESECTION 3/4" = 1'-0"S7 2 SECTION 3/4" = 1'-0"S7 3 SECTION 3/4" = 1'-0"S7 4 SECTION 3/4" = 1'-0"S7 5 SECTION 3/4" = 1'-0"S7 1 SECTION 3/4" = 1'-0"S7 6 SECTION 3/4" = 1'-0"S7 7 FOOTING (SEE PLAN) CONC WALL (SEE PLAN)3"6" CONC STEM WALL 2x6 STUD WALL FLOOR TRUSS (SEE PLAN) FLOOR SHEATHING (SEE PLAN) SCISSOR TRUSS (SEE PLAN) ROOF SHEATHING (SEE PLAN) 2x6 STUD WALL 2x6 TRT'D SILL PLATE w/ 1/2" DIA x 5" LG TITEN HD SCREW ANCHORS AT 48" OC BLOCKING AT 48" OC BLOCKING AT 48" OC CONC SLAB (SEE PLAN) FOOTING (SEE PLAN) CONC WALL (SEE PLAN)3"1' - 0"(2) 2x10 w/ SIMPSON HUC210-2 HANGER AT EACH END HUNG FROM 2x12 STUDS 6" CONC STEM WALL 2x6 STUD WALL BEYOND WINDOW (SEE ARCH) 2x12 STUDS (SEE PLAN) BLOCKING AT 2x12 STUDS 1/4" x 4" LG SIMPSON SDWS SCREW FLOOR TRUSS (SEE PLAN) FLOOR SHEATHING (SEE PLAN) SCISSOR TRUSS (SEE PLAN) ROOF SHEATHING (SEE PLAN) 2x6 STUD WALL BEYOND WINDOW (SEE ARCH) 2x12 STUDS (SEE PLAN) BLOCKING AT 2x12 STUDS 1/4" x 4" LG SIMPSON SDWS SCREW (2) 2x10 w/ SIMPSON HUC210-2 HANGER AT EACH END HUNG FROM 2x12 STUDS (2) 2x8 w/ SIMPSON HUC28-2 HANGER AT EACH END HUNG FROM 2x12 STUDS 2x12 TRT'D SILL PLATE w/ 1/2" DIA x 5" LG TITEN HD SCREW ANCHORS AT 48" OC 2x12 SILL PLATE FASTENED TO EACH HEADER w/ 16d NAILS AT 16" OC (2) 2x8 HEADER CONC SLAB (SEE PLAN) DBL TOP PL, 1" NAILER, AND A DBL SILL PL FOOTING (SEE PLAN) CONC WALL (SEE PLAN)3"(2) 2x10 w/ SIMPSON HUC210-2 HANGER AT EACH END HUNG FROM 2x12 STUDS 6" CONC STEM WALL WINDOW (SEE ARCH) FLOOR TRUSS (SEE PLAN) FLOOR SHEATHING (SEE PLAN) SCISSOR TRUSS (SEE PLAN) ROOF SHEATHING (SEE PLAN) WINDOW (SEE ARCH) BLOCKING AT 2x12 STUDS 1/4" x 4" LG SIMPSON SDWS SCREW (2) 2x10 w/ SIMPSON HUC210-2 HANGER AT EACH END HUNG FROM 2x12 STUDS (2) 2x8 w/ SIMPSON HUC28-2 HANGER AT EACH END HUNG FROM 2x12 STUDS 2x12 TRT'D SILL PLATE w/ 1/2" DIA x 5" LG TITEN HD SCREW ANCHORS AT 48" OC 2x12 SILL PLATE FASTENED TO EACH HEADER w/ 16d NAILS AT 16" OC (2) 2x8 HEADER CONC SLAB (SEE PLAN) DBL TOP PL, 1" NAILER, AND A DBL SILL PL 2023 Larson Engineering, Inc. All rights reserved. Sheet Title: Checked by: Drawn by: Project No: No:Date:Description: Date: Revisions: Sheet 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 PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. PRINT NAME: BRANDON CLARK SIGNATURE: DATE: 08/21/2023 LIC. NO: 60507 08/21/2023 BC DJC 11230536 S8 DETAILS 2785 SHADYWOOD ROADORONO, MN 55331KOSKIE RESIDENCESECTION 3/4" = 1'-0"S8 1 SECTION 3/4" = 1'-0"S8 2 SECTION 3/4" = 1'-0"S8 3 2023 Larson Engineering, Inc. All rights reserved. Sheet Title: Checked by: Drawn by: Project No: No:Date:Description: Date: Revisions: Sheet 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 PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. PRINT NAME: BRANDON CLARK SIGNATURE: DATE: 08/21/2023 LIC. NO: 60507 08/21/2023 BC DJC 11230536 S9 BRACED WALL DETAILS2785 SHADYWOOD ROADORONO, MN 55331KOSKIE RESIDENCE