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2023 Larson Engineering, Inc. All rights reserved. <br />Sheet Title: <br />Checked by: <br />Drawn by: <br />Project No: <br />No:Date:Description: <br />Date: <br />Revisions: <br />Sheet No: <br />I HEREBY CERTIFY THAT THIS PLAN, <br />SPECIFICATION, OR REPORT WAS <br />PREPARED BY ME OR UNDER MY DIRECT <br />SUPERVISION AND THAT I AM A DULY <br />LICENSED PROFESSIONAL ENGINEER <br />UNDER THE LAWS OF THE STATE OF <br />MINNESOTA. <br />PRINT NAME: BRANDON CLARK <br />SIGNATURE: <br />DATE: 08/21/2023 LIC. NO: 60507 <br />08/21/2023 <br />BC <br />DJC <br />11230536 <br />S4 <br />MAIN LEVEL BRACED <br />WALL PLAN 2785 SHADYWOOD ROADORONO, MN 55331KOSKIE RESIDENCEFURN. <br />WATER <br />HTR <br />F.D. <br />KITCHEN <br />GREAT ROOM 3-SEASON PORCH <br />ENTRY <br />FOYER <br />PWDR <br />PRIMARY BATH <br />PRIMARY <br />BEDROOM <br />DINING <br />SCULLERY <br />3-CAR GARAGE <br />CHANGING <br />ROOM <br />MUD <br />PRIMARY W.I.C. <br />SAUNABATH #1 <br />COAT CL. <br />LAKE <br />ENTRY <br />3'-0"8'-10"3-6 CASED OPENING2'-0"4'-4"4'-8" <br />3'-8"4'-0 1/2"2'-0"6'-2" <br />36" REF. <br />30" FRZ <br />48" RANGE <br />BAR <br />TR/REC. <br />D.W.4'-0 1/2"2'-0"CLG: 10'H <br />9-0 O.H. INSUL GARAGE DR <br />16-0 O.H. INSUL GARAGE DR 3-03-0 <br />20 MIN. RATED <br />3-0 <br />9'-0" CLG. HT.17'-7" X 8'-0" LIFT AND SLIDEIN FLOOR HEAT <br />C.T. <br />4'-0" <br />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 <br />5"3'-5 5/8"5" <br />9'-6"18'-0"14'-0" <br />9'-0 5/8"9'-0 5/8"23'-4"18'-1 1/4" <br />2-8 <br />3'-6"3'-0"16'-0"3'-0"9'-0"1'-6"2'-0"7'-9"10'-6"7'-9"1'-0 1/4" <br />2'-0" <br />5'-0" X 6'-0"(2) 3'-0" X 5'-0"BENCH <br />W/ HOOKS <br />DROP ZONE <br />9'-0" CLG. HT.10'-2 3/4"4'-6"6'-0 3/4"2 <br />- <br />6 <br />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 <br />OVER DRAIN <br />BOX VAULT <br />15'-0" <br />2-6 <br />6'-11"4'-7 1/2" <br />3-0 <br />5'-0"2-62-8 PKTT.V.OUTDOORSHOWERBENCHW/ HOOKS2-6 <br />BENCH <br />W/ HOOKS <br />86'-0" <br />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" <br />4'-0"22'-0"14'-0" <br />40'-0" <br />3-0 PKT <br />2x6 WALL <br />CHARGER <br />16"D STORAGE SHELVES <br />+/- 4" CURB <br />2'-4"5'-3"28'-6 1/2"12'-0" <br />1'-4"5'-4 1/2"2'-0"2'-6 1/4"4'-3 1/4" <br />3'-0" X 5'-0"3'-0" X 5'-0"9'-4" HEAD HEIGHTACCORDION WINDOW <br />3 PANELS, 7'-6" X 5'-0" <br />6'-8 1/2"4'-6 1/4"5'-5 1/2"6'-8 1/2"17'-8 3/4" <br />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 <br />12'-0"4'-0"2'-0" <br />CHASE CHASE <br />UP <br />(18) 7 3/4" RISERS <br />(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" <br />TYPICAL: WHITE OAK BOX BEAMS, <br />CHARACTER GRADE <br />EQ.EQ.EQ.CLG: 10'H <br />EZE BREEZE SCREENS <br />ALTERNATE: PHANTOM SCREENS <br />DN <br />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" <br />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. <br />REC. <br />NICHE SHELF <br />44'-0"5'-3"4'-0"4'-0"4'-5 1/2"6'-8" <br />STONE VENEER <br />18" FLOOR TRUSSESSPACING BY SUPPLIER18" FLOOR TRUSSES <br />SPACING BY SUPPLIER 18" FLOOR TRUSSESSPACING BY SUPPLIER2X12 ROOF JOISTS <br />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 <br />(BELOW) <br />FACE OF STONE VENEER <br />(BELOW) <br />STONE VENEERSTONE VENEER3-0CLOSET <br />A/C MECH. <br />2'-0 1/2"6'-0"8'-0"VOID 6'-0" FLOOR DRAIN 6'-0" FLOOR DRAIN <br />2-6 <br />LAUNDRY <br />9'-0" CLG. HT. <br />3'-5 1/2"9'-2"3'-10 1/2" <br />CONC LANDING <br />LOW-PRESSURE <br />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 <br />1'-4"18" FLOOR TRUSSESSPACING BY SUPPLIER2x6 WALL INSULATEDAS REQUIRED FOR SAUNADN <br />FURR OUT 2x6 WALL 2"FOR LIGHT SWITCHES18" FLOOR TRUSSES <br />SPACING BY SUPPLIER18" FLOOR TRUSSESSPACING BY SUPPLIERRUN DUCTS THROUGH FLOOR TRUSSES. <br />OPTION: MECH SOFFIT DN (1) R2x6 WALL2x6 WALL5 1/2"5'-0"5'-0"5 1/2"A <br />C <br />E <br />D <br />1 2 3 4 <br />GBWSPWSPWSPGBCS-PFCS-PFGBGBWSPWSP <br />8'-0" <br />WSP <br />4'-0" <br />WSP <br />4'-0" <br />WSP <br />4'-0" <br />WSP <br />4'-0" <br />PFH <br />WSP (INT) <br />PFH <br />WSP <br />4'-0" <br />GB 12'-0" <br />WSPGB <br />WSP <br />4'-0" <br />WSP <br />4'-0" <br />WSP <br />4'-0" <br />3'-10" <br />14'-2" <br />4'-0" <br />4'-0" <br />23'-4" <br />4'-0" <br />42'-0"4'-0"4'-0"4'-0"13'-0"26'-0"4'-0"4'-0"26'-0"GBWSPGB8'-0"PFH PFH <br />WSP <br />BRACED WALL LINE <br />GYPBOARD (GB) <br />6d COOLER NAILS @ 7" OC @ EDGES & FIELD. GYPBOARD NAILING REQUIRED BOTH SIDES OF WALL. <br />WOOD STRUCTURAL PANEL (WSP) <br />APA RATED SHEATHING, BLOCKED. 8d COMMON NAILS @ 6" OC @ EDGES, 12" OC IN FIELD. INSIDE FACE OF <br />WALLS TO BE SHEATHED WITH GYP BOARD. <br />WOOD STRUCTURAL PANEL (INTERIOR) (WSP (INT)) <br />APA RATED SHEATHING, BLOCKED. 6d COMMON NAILS @ 6" OC @ EDGES, 12" OC IN FIELD. OPPOSITE FACE <br />OF WALLS TO BE SHEATHED WITH GYP BOARD. <br />CONTINUOUSLY SHEATHED WOOD STRUCTURAL PANELS (CS-WSP) <br />APA RATED SHEATHING, BLOCKED. 8d COMMON NAILS @ 6" OC @ EDGES, 12" OC IN FIELD. SHEATH & NAIL <br />ENTIRE LENGTH OF WALL, INCLUDING ABOVE & BELOW OPENINGS. INSIDE FACE OF WALLS TO BE <br />SHEATHED WITH GYP BOARD. <br />CONTINUOUSLY SHEATHED PORTAL FRAME (CS-PF) <br />APA RATED SHEATHING, BLOCKED. NAILING AND ANCHORS PER FIGURE R602.10.6.4 (ATTACHED). <br />PORTAL FRAME WITH HOLD-DOWNS (PFH) <br />APA RATED SHEATHING, BLOCKED. NAILING AND ANCHORS PER FIGURE R602.10.6.2 (ATTACHED). <br />ENGINEERED SHEAR WALL (ESW) <br />7/16" APA RATED SHEATHING, BLOCKED. 8d COMMON NAILS @ 4" OC @ EDGES, 12" OC IN FIELD. SEE PLAN <br />AND HOLD-DOWN SCHEDULE FOR HOLD-DOWN LOCATIONS AND DESIGN INFORMATION. <br />NOTE: SEE BRACED WALL DETAILS ON SHEET S9. <br />BRACED WALL SCHEDULE:2'-10"WSP (INT) <br />PFH ESW3'-0"ESW3'-0"ESW3'-0"ESW3'-0"B <br />A <br />D30'-7"21'-5"E13'-0"WSP (INT)4'-0"HD2 <br />HD2 <br />HD2 <br />HD2 <br />HD2 <br />HD2 <br />HD2 <br />HD2 <br />HOLD-DOWN SCHEDULE <br />MARK DESCRIPTION COMMENTS <br />HD1 SIMPSON MSTC52 <br />FLOOR-TO-FLOOR STRAP TIE <br />PROVIDE (2) 2X STUDS OF THICKNESS PER STRAP TIE <br />HD2 SIMPSON HDU11-SDS2.5 <br />HOLD-DOWN <br />PROVIDE (4) 2X STUDS OF THICKNESS PER HOLD-DOWN, AND <br />1" DIA NUTTED ANCHOR BOLTS* W/ 24" EMBEDMENT. <br />* PROVIDE (1) #5 VERTICAL BAR IN CONCRETE WALL AT EACH HD2 ANCHOR BOLT LOCATION. <br />* ANCHOR BOLTS MUST BE CIP AND CANNOT BE EPOXIED. <br /> MAIN LEVEL BRACED WALL PLAN <br /> 1/4" = 1' - 0" <br />1 <br />S4 <br />N CS-PF3'-0"WSPCS-PF3'-0"WSP4'-0"