2785 Shadywood Road - Building Plans: Residential (26)

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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