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797 Ferndale Road North - Building Plans: Residential (27)
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797 Ferndale Road North - Building Plans: Residential (27)
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Last modified
2/18/2026 11:35:19 AM
Creation date
12/29/2025 1:11:35 PM
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Address
Street Name
Ferndale Road North
House Number
797
Address
797 Ferndale Road North
PIN
36-118-23-12-0017
Address Doc Type
Building Plans: Residential
Section
Permits/Inspections
Retention Effective Date
1/22/2025
Retention
1 Year After Project Complete Date
Protection
Non-Public
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4'-3"3'-2"MFR. ROOF TRUSS24" O.C.MFR. ROOF TRUSS <br />24" O.C.R.T.24" O.C.MFR. ROOF TRUSS <br />24" O.C. <br />MFR. ROOF TRUSS <br />24" O.C. <br />MFR. ROOF TRUSS <br />24" O.C. <br />MFR. ROOF TRUSS <br />24" O.C. <br />MFR. ROOF <br />TRUSS <br />24" O.C.MFR. ROOF TRUSS24" O.C.MFR. ROOF TRUSS24" O.C.MFR. ROOF TRUSS <br />24" O.C.MFR. ROOF TRUSS24" O.C.MFR. ROOF TRUSS24" O.C.MFR. ROOF TRUSS24" O.C.211 <br />203 <br />204 <br />201 <br />205 <br />1 <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 />A10 <br />1.1 <br />A5 <br />2.1 <br />A5 <br />7 <br />A7 <br />8 <br />A7 <br />16'-0"15'-3 7/8"28'-7 5/8"2'-4"21'-5 3/8"15'-3 7/8"16'-0" <br />21'-5 3/8" <br />5'-2 3/8"5'-1 5/8" <br />21'-9"2'-0"15'-8 3/4"17'-9 1/4"O. BEDROOM <br />BELOWGREAT ROOM / KITCHEN <br />BELOW <br />12'14'16' <br />GRAPHIC SCALE <br />4'0'2'6'8'10' <br />202 <br />UPPER DORMERPLANMFR. ROOF TRUSS24" O.C.MFR. ROOF TRUSS <br />24" O.C.MFR. ROOF TRUSS24" O.C.UPPER LEVEL WINDOW & GLASS DOOR SCHEDULE <br />MARK <br />201 <br />202 <br />203 <br />204 <br />204 <br />205 <br />211 <br />UNIT <br />CALL NUMBER <br />3w IN-SASH FIXED <br />4w IN-SASH FIXED <br />4w IN-SASH FIXED <br />IN-SASH FIXED <br />QTY <br />1 <br />1 <br />1 <br />1 <br />3 <br />1 <br />1 <br />UNIT SIZE <br />1'-0"×1'-0" <br />8'-8"×2'-0" <br />2'-0"×2'-0" <br />1'-6"×1'-6" <br />2'-0"×2'-0" <br />2'-0"×2'-0" <br />2'-0"×2'-0" <br />JAMB HEADER <br />HEIGHT <br />11'-4 1/2" <br />4'-8 5/8" <br />13'-7 3/4" <br />12'-4 3/4" <br />4'-2" <br />13'-7 3/4" <br />18'-5 1/2" <br />REMARKS <br />*32" WIDE UNITS <br />*36" WIDE UNITS <br />*36" 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 />A3 <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 />Attic access is required. Shall <br />be not less than 22" x 30" <br />and be located in an <br />accessible location.
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