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4423 North Shore Drive - Building Plans: Residential
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4423 North Shore Drive - Building Plans: Residential
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Last modified
11/6/2025 2:27:38 AM
Creation date
8/19/2025 4:07:53 PM
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Address
Street Name
North Shore Drive
House Number
4423
Address
4423 North Shore Drive
PIN
07-117-23-34-0001
Address Doc Type
Building Plans: Residential
Section
Permits/Inspections
Retention Effective Date
7/3/2025
Retention
1 Year After Project Complete Date
Protection
Non-Public
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7'-0"2'-8"8'-0" <br />3'-0" <br />8'-0" <br />3'-0" <br />8'-0" <br />3'-0"8'-0"2'-6"8'-0"2'-6"8'-0" <br />2'-8" <br />8'-0" <br />2'-8"8'-0"4'-0"8'-0"17'-0"7'-0"16'-0"002 <br />A15 <br />A16 <br />A16 <br />A17 <br />A17 <br />A16 <br />A17 <br />1'-6"30'-9" <br />13'-0" <br />1 1/2"7'-1 1/4"5'-10 3/4"6 1/2"METAL LOUVER <br />AWNING <br />FRAMELESS <br />GLASS WALL <br />w/DOORS <br />LOWER GARAGE <br />BEDROOM 5 <br />L.L. BATH <br />UP <br />18R <br />WALK-IN <br />9'-4¾" CLG <br />STOR. <br />HALL <br />STORAGE <br />MECHANICAL <br />GYM <br />STUDIO <br />CURBED TILE <br />SHOWER & BENCH <br />w/GLASS DOOR <br />TILE <br />WOOD <br />CARPET <br />CARPET <br />CONC <br />CONC <br />CONC <br />LANDING <br />F.D.F.D. <br />DN <br />12" <br />BACKFILL <br />DROP SLAB 1½" <br />BAR <br />WOOD <br />UTILITY <br />SINK <br />(38" FLYING PIG <br />OR SIMILAR) <br />F.D. <br />PKT DR <br />PKT DR <br />2x62x6 2x62x62x6 <br />2x6 <br />2x6 <br />2x6 <br />2x62x62x6 <br />2x6 <br />4' APRON, SLOPED <br />AWAY FROM HOUSE APRONSLOPE12' LONG MIN. TRENCH DRAIN BY LANDSCAPE <br />IN-FLOOR <br />HEAT TYPICAL <br />ZONING T.B.D. <br />LVL HEADER <br />LVL HEADERFLUSH LVL BEAMFLUSH LVL BEAMUPSET LVL HEADERSPACE FOR SPEAKERS WITH ACCOUSTIC PANEL AT BACKSIDE <br />OF CABINETRY <br />1 <br />A6 <br />1 <br />A5 <br />2 <br />A5 <br />2 <br />A6 <br />3 <br />A5 <br />3 <br />A6 <br />001 <br />12'14'16' <br />GRAPHIC SCALE <br />4'0'2'6'8'10'7'-0"3'-0"1'-1 1/2"9'-10"12'-9"4'-6"35'-10 1/2"1 1/2"17'-2"6'-6"7'-4"95'-2 1/2"3'-0"23'-0"1 1/2"1'-11 1/4"21'-0 3/4"20'-9"13'-0" <br />82'-10 1/2"7'-7"6'-7 1/2"9'-0"19'-10 1/2"7'-4"7'-0"50'-5"2'-6"25'-9"7'-6"3'-0"11'-10 1/2"19'-6"12'-9" <br />46'-7 1/2"1'-1 1/2"11'-1 1/2"35'-10 1/2"2'-6"4'-8 1/2"16'-4"9 1/2"4'-8 1/2" <br />1'-3"2'-6"10"25'-9"7'-5 1/2"7'-10"7'-9 1/4"4'-11 3/4"33'-2 1/2" <br />14'-4 1/2"6'-3 1/4"8'-11 1/2"12'-0 1/2"25'-1 1/4"7'-1 1/2"4'-4 1/4"4'-4"4'-3 1/2"19'-7 3/4"2'-1 1/2"4'-6"4'-2"4'-10"10'-0"2'-10"9'-10 1/2"4'-6"6'-4 1/2"9"4'-4 1/4"6'-1 1/2"6'-4"7'-0 1/2"3'-9 1/2"2'-10"TRTD SILL PLATE TO OVERHANG <br />1½" PAST CONCRETE FACE AT <br />EXTERIOR INSULATION TYP. <br />PSL BRG <br />PSL BRG <br />PSL BRG PSL BRG PSL BRG <br />PSL BRG <br />TYP CEILING HEIGHT = 8'-10" <br />APPROX. SF = 2,011 FINISHED + 1,289 UNFIN + 936 LOWER GARAGE <br />LOWER LEVEL FLOOR PLAN <br />REC ROOM <br />24" MFR. FLR TRUSS19.2" O.C.8"x24" PRECAST <br />CONC PLANK24" MFR. FLR TRUSS19.2" O.C.12" MFR. FLR TRUSS <br />19.2" O.C. <br />TRTD 2x10 JOIST <br />16" O.C. <br />DW 30" REF <br />/FRZ <br />LVT <br />WOOD <br />LVT <br />LVT <br />24" MFR. FLR TRUSS19.2" O.C.TV WITH SPEAKERS <br />BINS30" <br />MICRO <br />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.MIRROR WALL <br />WOOD <br />FLUSH LVL BEAM <br />FLUSH LVL BEAM <br />STEEL HEADER 24" MFR. FLR TRUSS19.2" O.C.W14 FLUSH STEEL BEAM <br />GIRDER TRUSSUPSET LVL HEADERW14 FLUSH STEEL BEAMHEADER SIZE TBD24" MFR. FLR TRUSS19.2" O.C.2 <br />A7 <br />2 <br />A7 <br />4 <br />A7 <br />4 <br />A7 <br />3 <br />A7 <br />3 <br />A7 <br />1 <br />A8 <br />1 <br />A8 <br />2 <br />A8 <br />2 <br />A8 <br />3 <br />A8 <br />1 <br />A7 <br />1 <br />A7 <br />LOWER LEVEL WINDOW & GLASS DOOR SCHEDULE <br />MARK <br />001 <br />002 <br />UNIT <br />CALL NUMBER <br />2W CASEMENT <br />4 PANEL SLIDING DR <br />QTY <br />1 <br />1 <br />UNIT SIZE <br />6'-1"×4'-7" <br />11'-11"×7'-11 1/2" <br />JAMB HEADER <br />HEIGHT <br />8'-1" <br />8'-0 3/4" <br />REMARKS <br />OPTION <br />WINDOW AND FULL VIEW DOOR: <br />MFR: MARVIN <br />COLOR: BLACK <br />WINDOWS: SIGNATURE NARROW FRAME <br />CLAD/WOOD, 2-3/16" PINE JAMBS, BARE <br />WOOD INTERIOR, 1⅛" OGEE SDL w/ <br />BLACK SPACER BAR, WHITE HARDWARE, <br />LOW-E 366, HIGH TRANSPARANCY <br />SCREENS <br />DOORS: SIGNATURE <br />METAL CLAD/WOOD, 4-9/16" 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 SCREENS <br />WINDOW AND FULL VIEW DOOR: <br />MFR: QUAKER <br />COLOR: TEXTURED BLACK EXT. & INT. <br />WINDOWS: CITYLINE BEVEL <br />2-13/16" JAMBS, 7/8" RAISED COLT <br />MUNTIN w/BLACK SPACER BAR, BLACK <br />HARDWARE, LOW-E 366, HIGH <br />TRANSPARANCY FLEX SCREENS <br />DOORS: CITYLINE <br />4-9/16" JAMBS, 7/8" RAISED COLT <br />MUNTIN w/BLACK SPACER BAR, MULTI- <br />POINT MATTE BLACK DALLAS HARDWARE, <br />ADJUSTABLE BLACK HINGES, LOW-E 366, <br />BLACK SILL & BLACK WEATHERSTRIPPING, <br />NO SCREENS <br />FLOORING 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/700 <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 3" 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 />SHEET <br />A1 <br />952-544-3844 <br />18318 Minnetonka Blvd <br />Deephaven, MN 55391 <br />Copyright 2024 <br />SAGA HILL <br />RESIDENCE <br />4423 N. SHORE DR. <br />ORONO, MN 55364 <br />952-476-2679 <br />18352 Minnetonka Blvd <br />Deephaven, MN 55391 <br />PERMIT SET <br />08 APRIL 2024 <br />See Engineering <br />Enclosed space <br />under stairs <br />shall have walls <br />and under-stair <br />surface <br />enclosed with <br />1/2" gypsum <br />board Per <br />MNRC R302.7 <br />Provide fire blocking <br />vertically at ceilings and <br />floors, and horizontally <br />at intervals not <br />exceeding 10'. <br />Unprotected portions <br />of floor shall not <br />exceed 80 Sq Ft.
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