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8'-0" <br />2'-4" <br />001 <br />002 <br />8'-0"3'-0"8'-0"2'-8"8'-0"2'-8"8'-0" <br />3'-0" <br />8'-0" <br />2'-8"8'-0"2'-8"8'-0" <br />2'-8"7'-0"11'-4"6'-9"5'-3"6'-9"9'-0 1/2"18'-7"82'-4 1/2"5'-0"5'-0"24'-5 1/2"13'-2"22'-0"2'-10 1/2" <br />24'-10 1/2" <br />15'-11"43'-10"2'-3"9'-5"1'-1 1/2"9'-5"2'-3"23'-6"35'-9"8'-3"15'-9" <br />2'-0"53'-6" <br />8'-6"11'-0"16'-3"17'-9"13'-10 1/2"27'-7 1/2"13'-9"12'-0"10'-1 1/2"5'-0"5 1/2" <br />15'-9 1/2"2'-4"4'-0"12'-6"18'-9"6'-4"12'-0"31'-3"2'-6"L.L. BEDROOM <br />FAMILY <br />ROOM <br />MECHANICAL <br />STORAGE <br />STAIRS <br />BACKFILL <br />BACKFILL <br />BACKFILL <br />F.D. <br />COVE MOLDING TRAY <br />CEILING DETAIL W/ <br />SHIPLAP & LIGHTING <br />CONCRETE H.B.CANTILEVER <br />CANTILEVERL.L. <br />SHARED <br />BATH PKT DR1 <br />A5 <br />2 <br />A6 <br />1 <br />A6 <br />2 <br />A5 <br />1 <br />A7 <br />1 <br />A7 <br />6 <br />A7 <br />6 <br />A7 <br />5 <br />A7 <br />5 <br />A74 <br />A7 <br />2 <br />A7 <br />2 <br />A7 <br />3 <br />A7 <br />1.1 <br />A5 <br />2.1 <br />A5 <br />7 <br />A7 <br />8 <br />A7 <br />DROP SLAB 1 1/2" <br />12'14'16' <br />GRAPHIC SCALE <br />4'0'2'6'8'10' <br />2x BRG <br />HANGER <br />TYP CEILING HEIGHT = 9'-0½" <br />APPROX. SF = 1,120 FINISHED + 1,087 STOR. + 400 MECH <br />LOWER LEVEL FLOOR PLAN <br />UP <br />18R24" MFR. FLR TRUSS19.2" O.C.TV 24" MFR. FLR TRUSS19.2" O.C.2x6 2x62x62x62x62x6 <br />L.L. <br />SHARED <br />SHOWER2x6 <br />30" REF <br />DW <br />BENCH24" MFR. FLR TRUSS19.2" O.C.24" MFR. FLR TRUSS19.2" O.C.24" MFR. FLR TRUSS19.2" O.C.24" MFR. FLR TRUSS19.2" O.C.24" MFR. FLR TRUSS19.2" O.C.24" MFR. FLR TRUSS19.2" O.C.24" MFR. FLR TRUSS19.2" O.C.24" MFR. FLR TRUSS <br />19.2" O.C. <br />24" MFR. FLR TRUSS <br />19.2" O.C. <br />24" MFR. FLR TRUSS <br />19.2" O.C. <br />DROPPED LVL BEAM 24" MFR. FLR TRUSS19.2" O.C.2x HEADER 2x HEADER <br />2x6 LVL HEADER24" MFR. FLR TRUSS19.2" O.C.UPSET LVL HEADERFLUSH 2x BEAMFLUSH 2x BEAM2x HEADER <br />LOWER LEVEL WINDOW & GLASS DOOR SCHEDULE <br />MARK <br />001 <br />002 <br />UNIT <br />CALL NUMBER <br />3w (2 CASEMENT, 1 IN-SASH FIXED) <br />3w (2 CASEMENT, 1 IN-SASH FIXED) <br />QTY <br />1 <br />1 <br />UNIT SIZE <br />8'-8"×4'-6" <br />8'-8"×4'-6" <br />JAMB HEADER <br />HEIGHT <br />8'-0" <br />8'-0" <br />REMARKS <br />*32" WIDE UNITS <br />*32" WIDE UNITS <br />WINDOW AND FULL VIEW DOOR: <br />(SEE SPEC FOR ADDT'L INFO.) <br />MFR: MARVIN <br />COLOR: WHITE <br />SIGNATURE NARROW FRAME WINDOWS: <br />CLAD/WOOD, 6-9/16" PINE JAMBS, BARE <br />WOOD INTERIOR, 1⅛" OGEE SDL <br />w/BLACK SPACER BAR, WHITE <br />HARDWARE, LOW-E 366, HIGH <br />TRANSPARANCY SCREENS <br />SIGNATURE DOORS: <br />METAL CLAD/WOOD, 6-9/16" PINE <br />JAMBS, BARE WOOD INTERIOR, 1⅛" <br />OGEE SDL w/BLACK SPACER BAR, MULTI- <br />POINT HARDWARE, ADJUSTABLE BRONZE <br />HINGES, LOW-E 366, BRONZE SILL & <br />BLACK WEATHERSTRIPPING, NO SCREENSFLOORING MATERIAL NOTE: PATTERNS ON FLOOR PLANS ARE REPRESENTATION <br />ONLY, EXACT LAYOUT AND PATTERN TO BE DETERMINED <br />TRUSS MFR. NOTE: <br />TYPICAL FLOOR TRUSSES: <br />LIVE LOAD 40 LBS/S.F. <br />DEAD LOAD 20 LBS/S.F. <br />DEFLECTION LIVE LOAD L/480 <br />DEFLECTION TOTAL LOAD L/360 <br />CONTRACTOR NOTE: <br />ALL TRADES ARE FULLY RESPONSIBLE FOR THE SPECIFIC DIMENSIONS, <br />ENGINEERING AND STORAGE OF THEIR MATERIAL. TRADES MUST COORDINATE <br />WITH GENERAL CONTRACTOR TO VERIFY THAT THEIR MATERIALS WILL COMPLY <br />WITH THIS LAYOUT. GENERAL CONTRACTOR AND OWNER'S REPRESENTATIVE <br />MUST APPROVE OF ALL VARIATIONS FROM THIS LAYOUT PRIOR TO <br />CONSTRUCTION. IF DURING CONSTRUCTION IT IS DISCOVERED THAT ANY PRIOR <br />TRADES HAVE DONE WORK THAT DOESN'T CONFORM TO THIS LAYOUT, WORK <br />MUST NOT CONTINUE UNTIL GENERAL CONTRACTOR OR OWNER'S <br />REPRESENTATIVE HAS APPROVED THE DISCREPANCY. <br />THESES DOCUMENTS HAVE BEEN CREATED IN GOOD FAITH AND ARE THOUGHT <br />TO BE ACCURATE AND RELIABLE. EVERY ATTEMPT HAS BEEN MADE TO PROVIDE <br />INFORMATION AND DOCUMENTATION THAT MEETS OR EXCEEDS INDUSTRY <br />STANDARDS AND BUILDING CODES AT THE TIME OF THEIR CREATION. HOWEVER, <br />ESKUCHE DESIGN MAKES NO WARRANTY OR GUARANTEE EXPRESSED OR IMPLIED <br />OF THEIR CURRENT CONFORMITY AND FURTHERMORE, ANY DEVIATION FROM <br />THESE DOCUMENTS RELEASES ESKUCHE DESIGN FROM ANY AND ALL LIABILITY <br />GENERAL NOTES: <br />EXTERIOR WALL W/ STUDS @ 16" O.C. W/ 1/2" SHEATHINGAT EXTERIOR & 1/2" GYP. BOARD AT INTERIOR <br />INTERIOR BEARING WALL W/ STUDS @ 16" O.C. W/ HORIZONTALBLOCKING BETWEEN STUDS & 1/2" GYP. BOARD BOTH SIDES <br />INTERIOR WALL W/ STUDS @ 16" O.C. & 1/2" GYP. BOARD BOTH SIDES <br />2X4 FUR WALL W/ STUDS @ 19.2" O.C. & 1/2" AIR SPACE BETWEEN FND. WALL & STUDS W/ 1/2" GYP. BOARD ONE SIDE <br />-BEAMS ARE BOTTOM FLUSH UNLESS INDICATED AS "DROPPED" <br />-DIMENSIONS AT INTERIOR ARE CENTER TO CENTER INCLUDING 1/2" GYP. BD. <br />EA. SIDE OF STUD (UNLESS NOTED F.F. FINISH TO FINISH) <br />-DIMENSIONS AT EXTERIOR ARE TO FACE OF FRAMING <br />-INTERIOR CEILING HEIGHTS INDICATED ON PLAN ARE APPROXIMATE <br />SEE SECTIONS FOR EXACT HEIGHTS <br />-REFER TO SHEETS PROVIDED BY STRUCTURAL ENGINEER FOR ADDITIONAL <br />NOTES & DETAILS <br />-INTERIOR DOORS TO BE FRAMED 4" FROM INSIDE CORNER UNLESS <br />DIMENSIONED OTHERWISE. <br />INSULATED WALLS IN ADDITION TO TYPICAL(EXTERIOR WALLS & PLUMBING WALLS) <br />FLOOR TRUSSES AT TILE AREAS: <br />LIVE LOAD 40 LBS/S.F. <br />DEAD LOAD 25 LBS/S.F. <br />DEFLECTION TOTAL LOAD L/600 <br />DROP TOP CHORD 1½" AT TILE AREAS <br />*NOTED UNITS ARE SEPERATED BY 2(2x4) MULLS* <br />SHEET <br />A1 <br />PERMIT SET <br />01 NOVEMBER 2024 <br />952-544-3844 <br />18318 Minnetonka Blvd <br />Deephaven, MN 55391 <br />Copyright 2024 <br />612-462-4000 <br />153 East Lake Street <br />Wayzata, MN 55391 <br />797 <br />FERNDALE <br />RESIDENCE <br />797 FERNDALE ROAD N. <br />ORONO, MN 55391 <br />Under Stair Protection <br />Enclosed space under stairs that <br />is accessed by a door or access <br />panel shall have walls, <br />under-stair surface and any <br />soffits protected on the enclosed <br />side with 1/2" gypsum board <br />Unprotected portions of floor shall not <br />exceed 80 Sq Ft. <br />Provide fire blocking vertically at ceilings and <br />floors, and horizontally at intervals not exceeding <br />10'. <br />See Engineering