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 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)