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First Floor955.4 <br />Second Floor <br />967.1 <br />Roof975.1 <br />Top of Foundation <br />955.0 <br />First Floor Clg.965.5 <br />Basement Clg.953.3 <br />Grade / Garage Slab954.5 <br />Roof Peak978.9 <br />Basement944.4 <br />T.O. Footing <br />944.0 <br />Median Height of <br />Highest Mono Pitch <br />977.3 <br />10 <br />' <br /> <br />A <br />b <br />o <br />v <br />e <br /> <br />L <br />o <br />w <br />e <br />s <br />t <br /> <br />L <br />e <br />v <br />e <br />l <br /> <br />t <br />o <br /> <br />M <br />a <br />x <br /> <br />M <br />i <br />d <br />p <br />o <br />i <br />n <br />t <br />22 <br />' <br /> <br />- <br /> <br />1 <br />0 <br /> <br />1 <br />3 <br />/ <br />1 <br />6 <br />" <br />DR <br />A <br />W <br />N <br /> <br />B <br />Y <br />DE <br />S <br />C <br />R <br />I <br />P <br />T <br />I <br />O <br />N <br />PR <br />O <br />J <br />E <br />C <br />T <br /> <br /># <br />PR <br />O <br />J <br />E <br />C <br />T <br />IS <br />S <br />U <br />E <br />RE <br />- <br />I <br />S <br />S <br />U <br />E <br />BU <br />I <br />L <br />D <br />E <br />R <br />18 <br />4 <br />7 <br />6 <br /> <br />K <br />E <br />N <br />R <br />I <br />C <br />K <br /> <br />A <br />V <br />E <br /> <br />S <br />U <br />I <br />T <br />E <br /> <br />2 <br />0 <br />2 <br />LA <br />K <br />E <br />V <br />I <br />L <br />L <br />E <br />, <br /> <br />M <br />N <br /> <br />5 <br />5 <br />0 <br />4 <br />4 <br />TE <br />L <br />: <br /> <br />9 <br />5 <br />2 <br />. <br />4 <br />2 <br />8 <br />. <br />8 <br />2 <br />0 <br />0 <br />EM <br />: <br /> <br />D <br />a <br />v <br />e <br />@ <br />D <br />a <br />v <br />i <br />d <br />C <br />h <br />a <br />r <br />l <br />e <br />z <br />D <br />e <br />s <br />i <br />g <br />n <br />s <br />. <br />c <br />o <br />m <br />D <br />A <br /> <br />V <br /> <br />I <br /> <br />D <br /> <br /> <br /> <br />C <br /> <br />H <br /> <br />A <br /> <br />R <br /> <br />L <br /> <br />E <br /> <br />Z <br /> <br /> <br /> <br />D <br /> <br />E <br /> <br />S <br /> <br />I <br /> <br />G <br /> <br />N <br /> <br />S <br />D <br />A <br /> <br />V <br /> <br />I <br /> <br />D <br /> <br /> <br /> <br />C <br /> <br />H <br /> <br />A <br /> <br />R <br /> <br />L <br /> <br />E <br /> <br />Z <br /> <br /> <br /> <br />D <br /> <br />E <br /> <br />S <br /> <br />I <br /> <br />G <br /> <br />N <br /> <br />S <br />a <br />Notes: Dimensions, details and conformation to all local codes are to be verified by owner and contractor prior to the start of construction. The designer of the home is not a licensed structural engineer or architect and will assume no responsibility for items including, but not limited to : construction technique, quality of material, workmanship, code adherence, safety, water proofing, insulation, radon, mold/mildew or other designs, specification or construction issues. It is recommended that a licensed engineer review all plans for structural integrity and verify that the home meets code for extraordinary wind or other natural stresses such as flooding, snowfall or substandard bearing soil. All structural members on the plans should be verified by the manufacturer and their licensed engineering staff. Is is also recommended <br />that a licensed contractor be commissioned to construct the home. All door and window size are approximate rough openings. Specific manufacturer sizes vary and egress openings should be confirmed prior to construction. The home should be flashed and enclosed to meet local code. Sizes of material and products reflect accepted industry standards and in no way indicate a specific manufacturer. All building components to be installed and constructed to selected manufacturer specified installation techniques and in accordance with local building codes. Optional items may be shown on the home, within the landscaping/site plan or in the rendering for illustrative purpose only. Consult builder for standard or included features. c David Charlez Designs 2022. Do not replicate with out permission (952)428-8200. David <br />Charlez Design retains rights to all plans and detail shown. <br />11 <br />/ <br />7 <br />/ <br />2 <br />0 <br />2 <br />2 <br /> <br />9 <br />: <br />2 <br />5 <br />: <br />1 <br />1 <br />AM <br />05 <br />Le <br />f <br />t <br /> <br />a <br />n <br />d <br /> <br />R <br />i <br />g <br />h <br />t <br /> <br />E <br />l <br />e <br />v <br />a <br />t <br />i <br />o <br />n <br />s <br />Ov <br />e <br />r <br />a <br />l <br />l <br />JK <br />S <br /> <br />- <br /> <br /> <br />A <br />h <br />n <br /> <br />R <br />e <br />s <br />i <br />d <br />e <br />n <br />c <br />e <br /> <br />- <br /> <br />C <br />D <br />Th <br />e <br /> <br />A <br />h <br />n <br /> <br />R <br />e <br />s <br />i <br />d <br />n <br />e <br />c <br />e <br />Jo <br />h <br />n <br /> <br />K <br />r <br />a <br />e <br />m <br />e <br />r <br /> <br />& <br /> <br />S <br />o <br />n <br />s <br />49 <br />0 <br />6 <br /> <br />L <br />i <br />n <br />c <br />o <br />l <br />n <br /> <br />D <br />r <br />i <br />v <br />e <br />Ed <br />i <br />n <br />a <br />, <br /> <br />M <br />N <br /> <br />5 <br />5 <br />4 <br />3 <br />6 <br />xx <br />. <br />x <br />x <br />. <br />x <br />x <br />x <br />x <br />LM <br />C <br />32 <br />7 <br />5 <br /> <br />C <br />a <br />r <br />m <br />a <br />n <br /> <br />R <br />o <br />a <br />d <br />Ca <br />r <br />m <br />a <br />n <br /> <br />B <br />a <br />y <br /> <br />o <br />f <br /> <br />L <br />a <br />k <br />e <br /> <br />M <br />i <br />n <br />n <br />e <br />t <br />o <br />n <br />k <br />a <br />Or <br />o <br />n <br />o <br />, <br /> <br />M <br />N <br />RE <br />V <br />I <br />S <br />I <br />O <br />N <br /> <br />S <br />C <br />H <br />E <br />D <br />U <br />L <br />E <br />Nu <br />m <br />b <br />e <br />r <br />Da <br />t <br />e <br />Is <br />s <br />u <br />e <br />d <br /> <br />b <br />y <br /> 3/16" = 1'-0" <br />1Left Elevation Overall <br /> 3/16" = 1'-0" <br />2Right Elevation Overall <br />SEE "TYPICAL EXTERIOR MATERIALS" FOR ALL CLADDING SHOWN <br />SEE FINAL PAGE FOR SQUARE FOOTAGE CALCULATIONS <br />METAL FASCIAS AND ROOFS HAVE THE TENDENCY TO OIL CAN UNDER <br />CERTAIN WEATHER CONDITIONS. CONSULT CONTRACTOR FOR METAL <br />GAUGE THICKNESS OPTIONS TO REDUCE WEATHER RELATED <br />CONCERNS (BUBBLING, WARPING, ETC.) <br />GENERAL CONTRACTOR TO ENSURE THAT ALL ROOF PENETRATIONS <br />(VENT PIPES, EXHAUST FANS, FURNACE/AC PIPES, ETC) ARE PLACED IN <br />INCONSPICUOUS LOCATIONS ON ROOF TO MINIMIZE THE SIGHT OF <br />PENETRATIONS FROM MAIN ARCHITECTURAL VIEWS OF HOME. <br />elevation notes: <br />TYPICAL EXTERIOR <br />MATERIALS <br />SELF- BITUMINOUS RUBBER <br />MEMBRANE ROOF PER <br />ELEVATION <br />OPT. MEXICAN PEBBLE <br />BALLAST ROOF @ FLAT <br />ROOF LOCATIONS VISIBLE <br />FROM THE UPPER LEVEL <br />3 LAYER STUCCO PER <br />ELEVATION <br />NICHIA VINTAGEWOOD <br />(SPRUCE) HORIZONTAL <br />SIDING PER ELEVATION <br />2” BUECHEL FOND DU LAC <br />COUNTRY SQUIRE STONE <br />VENEER PER ELEVATION <br />SEE AOX-X FOR PREFFERD <br />STONE ATTACHMENT <br />DETAILS <br />INSTALL KICK OUT <br />FLASHING & TWO <br />MEMBRANE TAR PAPER <br />BACKING IN ALL STONE <br />AREAS <br />HARDIEPANEL SMOOTH <br />(RICH ESPRESSO or SIM. ) w/ <br />1/2” FRY REGLET REVEALS <br />SEE DETAIL AOX-X PER <br />ELEVATION <br />4/4”x6” on 4/4”x16” TIERED <br />MIRATEC COMPOSITE <br />FASCIA PER <br />COMPOSITE VENTED <br />SOFFTIS <br />NICHIA VINTAGEWOOD <br />(SPRUCE) VENTED SOFFITS <br />@ DESGINATED LOCATIONS <br />PER PLAN <br />EXTERIOR WINDOW COLOR <br />TO BE BLACK PER <br />ELEVATION <br />MARVIN ULTIMATE <br />WINDOWS PER <br />MANUFACTURER <br />HOUSE WRAP AND/OR TAR <br />PAPER IN PROPER FORM <br />ON ENTIRE EXTERIOR <br />B <br />C <br />D <br />A <br />STONE/STUCCO <br />ATTACHMENT <br />1. VERIFY COMPLIANCE WITH <br />INSPECTOR WHEN PAPER IS <br />COMPLETE IN ONE WINDOW AREA. <br />2. WEATHER RESISTIVE BARRIERS: <br />INCLUDE 2 LAYERS OF GRADE D <br />PAPER WITH WEATHER RESISITVE <br />BARRIERS OVER WOOD BASED <br />SHEATHING. 15 OR 15# IS NOT <br />GRADE D PAPER. LAP VERTICAL <br />JOINTS IN PAPER AT LEAST 2 <br />INCHES. <br />3. EXTERIOR OPENINGS FLASHED: <br />FLASH ALL EXTERIOR OPENINGS. <br />THE NAILING FLANGE ON WINDOWS <br />WILL NOT BE ACCEPTED FOR <br />FLASHING UNLESS THE <br />MANUFACTURERS INSULATION <br />INSTRUCTIONS ARE PROVIDED ON <br />SITE STATING THE FLANGE IS <br />ACCEPTABLE AS FLASHING. <br />4. WINDOW FLANGES: <br />INSTALL PAPER ON BOTTOM AND <br />SIDES OF WINDOW BEFORE <br />INSTALLING WINDOW. PAPER <br />LOCATED ON TOP OF WINDOW <br />SHALL GO OVER THE WINDOW <br />FLASHING. INSTALL A SECOND <br />LAYER OF PAPER OVER SIDE <br />WINDOW FLANGES. <br />5. WINDOW OPENINGS: <br />WATERPROOF WINDOW OPENINGS <br />WITH CAULK, TAPE, OR LIKE <br />MATERIAL. ALL OTHER OPENINGS <br />MUST BE WATERPROOFED WITH <br />CAULK, TAPE, OR LIKE MATERIAL. <br />6. PAPER ENTIRE WALL: <br />BUILDING PAPER MUST BE <br />INSTALLED ON ALL EXTERIOR <br />WALLS INCLUDING WITHIN THE <br />SOFFIT. INSTALL PAPER IN SHINGLE <br />FASHION TO ENSURE PROPER <br />WATER DRAINIAGE. <br />7. FLASHING: <br />AT ALL WALL/ROOF INTERSECTIONS <br />WHERE ROOF LINE DOES NOT <br />EXTEND PAST WALL, KICKOUT <br />FLASHING IS REQUIRED. ALL OTHER <br />OPENINGS MUST BE FLASHED TO <br />ENSURE PROPER <br />WATERPROOFING. <br />8. WEEP SCREED: <br />PROVIDE A CORROSION RESISTANT <br />WEEP SCREED WITH A MINIMUM <br />VERTICAL ATTACHMENT FLANGE OF <br />3-1/2" AT OR BELOW THE <br />FOUNDATION PLATE. TO ENSURE <br />TRAPPED WATER HAS PROPER <br />DRAINAGE TO EXTERIOR, SCREED <br />SHALL BE A TYPE THAT ALLOWS <br />FOR DRAINAGE AND MUST BE <br />PLACED A MINIMUM OF 4" ABOVE <br />EARTH OR 2" ABOVE CONCRETE. <br />PLACE WEEP SCREEDS JUST <br />BELOW PLATE LINE. IF PAPER HAS <br />BEEN INSTALLED ON FOUNDATION, <br />EXTEND WEEP SCREED ONTO <br />FOUNDATION. ALL STUCCO MUST <br />NOT EXTEND BELOW, BUT MUST <br />COVER, ALL LATH AND PAPER. <br />DAVID CHARLEZ DESIGNS DOES NOT <br />ACCEPT ANY RESPONSIBILITY FOR <br />STUCCO INSTALLATION OR <br />WATERPROOFING TECHNIQUES. <br />REFER TO MANUFACTURER AND <br />INSTALLERS FOR PREFERRED <br />INSTALLATION METHODS WHICH <br />WILL DIFFER FROM WHAT IS SHOWN. <br />FOUNDATION WALL HEIGHTS ARE <br />SUBJECT TO CHANGE DUE TO GRADE <br />AND SITE CONDITIONS. <br />ALL FOUNDATION WALL HEIGHTS <br />MUST BE VERIFIED ON SITE BY THE <br />CONTRACTOR AND SITE SURVEYOR <br />PRIOR TO CONSTRUCTION. <br />FOUNDATION CONTRACTOR WILL <br />STEP FOUNDATION WALLS AS <br />NECESSARY TO MAINTAIN PROPER <br />FROST PROTECTION (42" BELOW <br />GRADE) IN ACCORDANCE TO <br />CURRENT MINNESOTA CODE, <br />REGULATIONS, AND ZONING. <br />FOUNDATION WALLS <br />DISCLOSURE: