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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 />S5 <br />UPPER LEVEL BRACED <br />WALL PLAN 2785 SHADYWOOD ROADORONO, MN 55331KOSKIE RESIDENCEREC ROOM <br />LAKE TERRACE <br />BEDROOM #3 BEDROOM #4 <br />W.I.C. #2 <br />BEDROOM #2 EXERCISEBATH #2 <br />CL #4A <br />UPPER HALL <br />SHARED <br />BATH <br />2-8 <br />13'-0"12'-0"16'-6" <br />3-0 CASED OPENING <br />CLG: VAULTED 17'-7" X 8'-0" LIFT AND SLIDEDN <br />CLG: VAULTED <br />2'-6" <br />39'-8"4'-9"4'-9"2'-0"22'-0"22'-0"16'-0"3-01'-8"FLAT ROOF <br />9'-2"4'-0" X 6'-0"CLG: 8'H +BOX VAULT <br />(2) 3'-0" X 5'-0" <br />6'-0" X 6'-10" SLIDING DOOR <br />12'-7 1/2" <br />8'-0" FIN. HEAD HEIGHT <br />2 <br />- <br />6 <br />2-62-83'-0" X 5'-0" <br />13'-9"16'-0"2-62-62-6 <br />2-8 <br />W <br />T.V.1'-0"CHASE FLUE <br />4'-4"7'-0"42'-0"2'-4" <br />12'-8"5'-10 1/2" <br />6'-8"6'-0"3'-3 1/2" <br />16'-0"10'-0" <br />8'-0" <br />16'-0" <br />40'-0" <br />17'-0"7'-0" <br />8'-0" <br />2'-1"14'-5"5'-0"19'-8"12'-8"6'-0"H KNEE WALL6'-0"H KNEE WALL6'-0"H KNEE WALL <br />3'-0" X 6'-0"2'-4" x 5'-0" <br />(3) 3'-0" X 6'-0"2'-0"4'-2"5'-8 3/4" <br />CL #4B <br />W.I.C. #3 <br />5'-0"FLAT ROOF16'-6"44'-4" <br />84'-0"28'-0"6'-0"H KNEE WALL <br />GOLF SIMULATOR <br />CLG: VAULTED <br />5 3/4"26'-0"CLG: FLATCURB <br />FLAT ROOF <br />1'-0"4 1/2" <br />2'-1 1/2" <br />2'-4" x 5'-0" <br />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" <br />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 <br />INSUL <br />CLG: 8' <br />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" <br />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" <br />1'-4" <br />3'-8" <br />2'-3 1/4"9'-2"1'-6 3/4" <br />2'-1 1/4" <br />2'-0 3/4"3'-9 1/4" <br />4'-0"8'-0"8'-0"14'-8"10'-1"8'-3"8'-3"4'-4 1/4"11'-0"11'-0"ROOF TRUSSES <br />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 <br />3-0 <br />STORAGE <br />CABINET <br />4'-4 1/4"4'-2 1/4"3'-11"2'-7 1/2" <br />2-6 CASED <br />OPENING <br />MEDIA ROOM <br />CLG: 10'15'-9"19'-0"2'-4"3'-7" <br />BUNK ROOM <br />CLG: 10' <br />BAR <br />CLG: 10'3'-8"8'-7"2'-9"10'-0"4'-5"2'-0"HALL <br />CLG: 8' <br />CLG: 10' <br />2-8 PKT <br />6'-0"H KNEE WALL <br />OFFICE <br />13'-9" <br />6'-5" <br />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" <br />4'-0" CASED <br />OPENINGSH.PWDR <br />3'-0" VANITY <br />5'-8 3/4"D <br />SH. <br />LIN. <br />LAUNDRY <br />CABLE RAILING OR APPROVED ALT. <br />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" <br />7'-7 3/4"4'-4 1/4" <br />3'-2 1/4" <br />2-6 <br />SOUND INSUL <br />FLAT ROOF <br />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 <br />EXTENDS INTO <br />ADJACENT WALL <br />-SEE STRUCT <br />SHEATHING <br />EXTENDS INTO <br />ADJACENT WALL <br />-SEE STRUCT5 1/2"5 1/2"1'-0 1/4" <br />18'-9 5/64"2'-1"ESW 3'-0"1 2 3 4 <br />A <br />B <br />C <br />D GBWSP6'-0"CS-WSPCS-WSPGB8'-0"CS-PFCS-PFGB8'-0"WSP <br />4'-0" <br />WSP 4'-0" <br />WSP <br />GB <br />WSP <br />4'-0" <br />4'-0" <br />4'-0" <br />4'-0" <br />12'-8"23'-10"39'-6"4'-0"4'-0"4'-0"21'-0"19'-8"18'-4"WSPWSP4'-0"CS-WSPCS-WSPWSP <br />8'-0" <br />WSP <br />4'-0" <br />WSP <br />8'-0" <br />WSP 4'-0" <br />WSP <br />WSP 4'-0"4'-0"GB 4'-0"GB 4'-0" <br />GBGB 4'-0" <br />GB ESW3'-0"ESW3'-0"ESW3'-0"HD1 <br />HD1 <br />HD1 <br />HD1 <br />HD1 <br />HD1 <br />HD1 <br />HD1 <br /> UPPER LEVEL BRACED WALL PLAN <br /> 1/4" = 1' - 0" <br />1 <br />S5 <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: <br />HOLD-DOWN SCHEDULE <br />MARK DESCRIPTION <br />HD1 SIMPSON MSTC52 <br />FLOOR-TO-FLOOR STRAP TIE <br />HD2 SIMPSON HDU11-SDS2.5 <br />HOLD-DOWN <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 />COMMENTS <br />PROVIDE (2) 2X STUDS OF THICKNESS PER STRAP TIE <br />PROVIDE (4) 2X STUDS OF THICKNESS PER HOLD-DOWN, AND <br />1" DIA NUTTED ANCHOR BOLTS* W/ 24" EMBEDMENT. <br />N