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HomeMy WebLinkAboutResolution 7324 0111 i lin II LAND TYPE Torrens (T) DOC NUM 5991505 Certified, filed and/or recorded on Dec 20, 2022 8:01 AM Office of the Registrar of Titles Hennepin County, Minnesota Amber Bougie, Registrar of Titles Daniel Rogan, County Auditor and Treasurer Deputy 180 Pkg ID 2523659E Document Recording Fee $46.00 Document Total $46.00 Existing Certs 1493402 This cover sheet is now a permanent part of the recorded document. -s-‘%.C}.t CITY OF ORONO 0 RESOLUTION OF THE CITY COUNCIL G NO. 7324 r9k�5H0¢ A RESOLUTION APPROVING A VARIANCE FROM MUNICIPAL ZONING CODE SECTION 78-1279 (6) FILE NO. LA22-000054 WHEREAS, on October 17, 2022, David Charlez Designs (hereinafter the "Applicant"), applied for a variance from the City Code for the property addressed 3275 Carman Road and legally described as: Lot 6, Block 1, CARMAN COVE, according to the recorded plat thereof, Hennepin County Minnesota(hereinafter the"Property"); WHEREAS, the Applicants have made application to the City of Orono for a variance to Orono Municipal Zoning Code Section 78-1279 (6) to allow the construction of a new single-family home within the Average Lakeshore Setback; and WHEREAS, on November 21, 2022, after published and mailed notice in accordance with Minnesota Statutes and the City Code, the City Council held a public hearing, at which time all persons desiring to be heard concerning this application were given the opportunity to speak thereon; and WHEREAS, on November 21, 2022, the Planning Commission recommended approval of the variance; and WHEREAS, on December 12, 2022 the City Council reviewed the application and the recommendations of the Planning Commission and City staff; and NOW,THEREFORE, BE IT RESOLVED that the City Council of Orono, Minnesota hereby approves the requested variance as described above based on one or more of the following findings of fact concerning the Property: FINDINGS OF FACT: 1. This application was reviewed as Zoning File #LA22-000054. The analysis contained within staff memos and the exhibits attached to the aforesaid memos, all minutes from the above mentioned meetings, and any and all other materials distributed at these meetings are hereby incorporated by reference. 2. The Property is located in the LR-1 B One Family Lakeshore Residential Zoning District. 1 tj(I1L O CITY �F 0RONO RESOLUTION OF THE CITY COUNCIL � G� NO. 73 2 4 ktsu0 3. The Property contains 1.02 acres in area and has a defined lot width of 122 feet at the 75- foot lakeshore setback and a lot width of 195 feet at the OHWL. 4. The Property is within Tier 1 and hardcover is limited to 25 % according to the Stormwater Quality Overlay District. 5. Applicant has applied for the following variance: a. Average Lakeshore Setback 6. In considering this application for variance, the Council has considered the advice and recommendation of the Planning Commission and the effect of the proposed variance upon the health, safety and welfare of the community, existing and anticipated traffic conditions, light and air, danger of fire, risk to the public safety, and the effect on values of property in the surrounding area. ANALYSIS: 1. "Variances shall only be permitted when they are in harmony with the general purposes and intent of the ordinance . . . ." The applicant is proposing to construct a new single- family home on a residential lot which is consistent with the intent of the ordinance. The location of the property on a peninsula creates a unique situation where there is no conforming building envelope due to the extreme Average Lakeshore Setback. The requested variance is reasonable in order to construct a new house in a similar location to the existing house on the property. 2. "Variances shall only be permitted . . . when the variances are consistent with the comprehensive plan." A new single-family residence in a residential zone which is consistent with the Comprehensive Plan. 3. "Variances may be granted when the applicant for the variance establishes that there are practical difficulties in complying with the zoning ordinance. `Practical difficulties,' as used in connection with the granting of a variance, means that: a. The property owner in question proposes to use the property in a reasonable manner, however, the proposed use is not permitted by the official controls. The applicant is proposing to use the property in a reasonable manner with the construction of a new single-family home. The location of the property on a peninsula creates an extreme Average Lakeshore Setback. A variance from this setback requirement is necessary in order to have a buildable area. The location 2 CITY OF ORONO 0 RESOLUTION OF THE CITY COUNCIL NO. 7324 s H fl�'ic of the proposed house is similar to the location of the existing house and is generally consistent with the setback of homes in the neighborhood. b. The plight of the landowner is due to circumstances unique to his property not created by the landowner. The location of the property on a peninsula is not the result of actions by the property owner. c. The variance, if granted, will not alter the essential character of the locality." The proposed location of the new house is consistent with the existing house on the property and the character of the neighborhood. 4. "Economic considerations alone do not constitute practical difficulties." Economic considerations have not been a factor in the variance approval determination. 5. "Practical difficulties also include but are not limited to inadequate access to direct sunlight for solar energy systems. Variances shall be granted for earth-sheltered construction as defined in Minn. Stat. § 216C.06, subd. 2, when in harmony with Orono City Code Chapter 78."This condition is not applicable. 6. "The board or the council may not permit as a variance any use that is not permitted under Orono City Code Chapter 78 for property in the zone where the affected person's land is located." This condition is not applicable, as a residential home is an allowed use in the LR-1 B District. 7. "The board or council may permit as a variance the temporary use of a one-family dwelling as a two-family dwelling." This condition is not applicable. 8. "The special conditions applying to the structure or land in question are peculiar to such property or immediately adjoining property." The land constraints are unique to the property which supports the requested variance. 9. "The conditions do not apply generally to other land or structures in the district in which the land is located." The location of the lot on the peninsula does not generally apply to all other properties in the LR-1 B zoning district. 10. "The granting of the application is necessary for the preservation and enjoyment of a substantial property right of the applicant."A variance from the Average Lakeshore Setback 3 - .U./v- CITY OF ORONO RESOLUTION OF THE CITY COUNCIL RESOLUTION -/Qs H O preserves the owners' property right as it provides a reasonable buildable area where no building envelope exists. 11. "The granting of the proposed variance will not in any way impair health, safety, comfort or morals, or in any other respect be contrary to the intent of this chapter." Granting of the requested variance would not impair health, safety, comfort or morals and would be in keeping with the intent of the zoning code. 12. "The granting of such variance will not merely serve as a convenience to the applicant, but is necessary to alleviate demonstrable difficulty." The property does not have a building envelope due to the extreme ALS on the peninsula lot. Granting the requested variance is necessary for the construction of a new house where an existing house is currently. CONCLUSIONS, ORDER AND CONDITIONS: Based upon one or more of the above findings, the Orono City Council hereby grants a variance to Orono Municipal Zoning Code Section 78-1279(6) to allow the construction of a new single-family home within the Average Lakeshore Setback, subject to the following conditions: 1. Council approval is based on the entire record, above Findings. 2. The approved project shall conform to the attached site plan and building plans submitted by the Applicant and annotated by City staff (hereinafter the "Plans"), attached to this Resolution as Exhibits A & B. 3. Any amendments to the plans which are not in conformity with City codes may require further Planning Commission and City Council review. 4. Authorities granted by this resolution run with the Property not with the Applicants, but are permissive only and must be exercised by obtaining a building permit for the new construction and commencing construction of said project. A framing inspection must be completed within one year of the date of Council approval, or the variance will expire on that date (December 12, 2023). 5. Violation of or non-compliance with any of the terms and conditions of this resolution may result in the termination of any authority granted herein. ADOPTED by the Orono City Council on this 12th day of December, 2022. 4 a� CITY OF ORONO RESOLUTION OF THE CITY COUNCIL y G� NO. 7324 -CES H Qv`{c- ATTEST: CITY OF ORONO: ,0\...02-40 nna Carlson, City Clerk Dennis Walsh, Mayor 5 DR A W N B Y DE S C R I P T I O N PR O J E C T # PR O J E C T IS S U E RE - I S S U E BU I L D E R 18 4 7 6 K E N R I C K A V E S U I T E 2 0 2 LA K E V I L L E , M N 5 5 0 4 4 TE L : 9 5 2 . 4 2 8 . 8 2 0 0 EM : D a v e @ D a v i d C h a r l e z D e s i g n s . c o m D A V I D C H A R L E Z D E S I G N S D A V I D C H A R L E Z D E S I G N S a 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 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 Charlez Design retains rights to all plans and detail shown. 11 / 7 / 2 0 2 2 9 : 2 4 : 3 6 AM 01 Fr o n t P e s p e c t i v e I JK S - A h n R e s i d e n c e - C D Th e A h n R e s i d n e c e Jo h n K r a e m e r & S o n s 49 0 6 L i n c o l n D r i v e Ed i n a , M N 5 5 4 3 6 xx . x x . x x x x LM C 32 7 5 C a r m a n R o a d Ca r m a n B a y o f L a k e M i n n e t o n k a Or o n o , M N A H N R E S I D E N C E 3275 CARMAN ROAD CARMAN BAY OF LAKE MINNETONKA ORONO, MN RE V I S I O N S C H E D U L E Nu m b e r Da t e Is s u e d b y Sheet List Sheet #Sheet Name 01 Front Pespective I 02 Rear Perspective I 03 Rear Perspective II 04 Front & Rear Elevations 05 Left and Right Elevations Overall 06 Left & Right Elevations 07 Garage & Misc. Elevations 08 Exterior Attachment Details 09 Roof Plan 10 Foundation Plan Overall 11 Foundation Plan Pt. 1 12 Foundation Plan Pt. 2 13 Lower Level Pt. 1 14 Lower Level Structural 15 Lower Level Recessed Can Layout 16 Main Level Overall 17 Main Level Pt. 1 18 Main Level Pt. 2 19 Main Level Structural 20 Main Level Recessed Can Layout 21 Upper Level Overall 22 Upper Level Pt. 1 23 Upper Level Pt. 2 24 Upper Level Structural 25 Upper Level Recessed Can Layout 26 Cross Sections 27 Cross Sections 28 Cross Sections 29 Cross Sections 30 Interior Elevations 31 Interior Elevations 32 Schedules 33 Site Plan 34 Square Footage Calculations DR A W N B Y DE S C R I P T I O N PR O J E C T # PR O J E C T IS S U E RE - I S S U E BU I L D E R 18 4 7 6 K E N R I C K A V E S U I T E 2 0 2 LA K E V I L L E , M N 5 5 0 4 4 TE L : 9 5 2 . 4 2 8 . 8 2 0 0 EM : D a v e @ D a v i d C h a r l e z D e s i g n s . c o m D A V I D C H A R L E Z D E S I G N S D A V I D C H A R L E Z D E S I G N S a 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 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 Charlez Design retains rights to all plans and detail shown. 11 / 7 / 2 0 2 2 9 : 2 4 : 4 4 AM 02 Re a r P e r s p e c t i v e I JK S - A h n R e s i d e n c e - C D Th e A h n R e s i d n e c e Jo h n K r a e m e r & S o n s 49 0 6 L i n c o l n D r i v e Ed i n a , M N 5 5 4 3 6 xx . x x . x x x x LM C 32 7 5 C a r m a n R o a d Ca r m a n B a y o f L a k e M i n n e t o n k a Or o n o , M N A H N R E S I D E N C E 3275 CARMAN ROAD CARMAN BAY OF LAKE MINNETONKA ORONO, MN RE V I S I O N S C H E D U L E Nu m b e r Da t e Is s u e d b y First Floor955.4 Second Floor967.1 Roof 975.1 Top of Foundation955.0 First Floor Clg. 965.5 Basement Clg.953.3 Grade / Garage Slab 954.5 Roof Peak978.9 Up p e r L e v e l C e i l i n g H e i g h t ( T y p . ) 8' - 1 1 / 8 " 1' - 6 3 / 4 " Ma i n L e v e l C e i l i n g H e i g h t ( T y p . ) 10 ' - 1 1 / 8 " 5 1 / 4 " Fo u n d a t i o n H e i g h t ( T y p i c a l ) 11 ' - 0 " Basement944.4 T.O. Footing944.0 Ma i n L e v e l T . O . W d w F r a m e ( T y p . ) 10 ' - 0 " Lo w e r L e v e l C e i l i n g H e i g h t ( T y p . ) 8' - 1 1 " 24 3 / 4 " 10 ' A b o v e L o w e s t L e v e l , t o M a x M i d p o i n t 22 ' - 1 0 1 3 / 1 6 " Lo w e r L e v e l T . O . F r a m e ( T y p . ) 8' - 0 " Up p e r L e v e l T . O . W d w F r a m e ( T y p . ) 7' - 6 " Median Height of Highest Mono Pitch 977.3 A A A A AA AA A A A A B B B BCCC C D D D M. L . t o T . O . S t o n e C a p 8' - 0 " Gr g S l a b t o T . O . S t o n e C a p 8' - 0 " EXTERIOR LANTERNS BY HOMEOWNER SELECTION B (OPT.) ADDRESS/ STONE IF ENTRY MOMUMENT NOT SELECTED 2-1/4" STONE CAP PITCHED First Floor 955.4 Second Floor967.1 Roof 975.1 Top of Foundation955.0 First Floor Clg. 965.5 Basement Clg.953.3 Grade / Garage Slab954.5 Roof Peak978.9 Basement944.4 T.O. Footing944.0 Median Height of Highest Mono Pitch 977.3 10 ' A b o v e L o w e s t L e v e l t o M a x M i d p o i n t 22 ' - 1 0 1 3 / 1 6 " 5/4" x 12" TRIM A A A B B B B B A AA A CC C C C D D DDD TIERED 4/4"x6" on 4/4"x14" MIRATEC SKIRT BRD TIERED 4/4"x6" on 4/4"x14" MIRATEC SKIRT BRD L. L . t o B . O . S t o n e C a p 10 ' - 6 1 / 2 " C 28" CHIMNEY NOTE: STONE MASON TO WRAP ALL FOUR SIDES OF CHIMNEY IN MATERIAL "C" 07 5 SPIRAL STAIRS BY METAL FABRICATIOR 2-1/4" STONE CAP PITCHED 2-1/4" STONE HEADER 2-1/4" STONE LINTEL (PITCHED) NOTE: PROPOSED TIERED RETANING LANDSCAPE PLANTERS AND STEPS. FINAL DESIGN SUPPLIED BY LANDSCAPE DESIGNER AND PER SITE SURVEY NOTE: PROPOSED TIERED RETANING LANDSCAPE PLANTERS AND STEPS. FINAL DESIGN SUPPLIED BY LANDSCAPE DESIGNER AND PER SITE SURVEY DR A W N B Y DE S C R I P T I O N PR O J E C T # PR O J E C T IS S U E RE - I S S U E BU I L D E R 18 4 7 6 K E N R I C K A V E S U I T E 2 0 2 LA K E V I L L E , M N 5 5 0 4 4 TE L : 9 5 2 . 4 2 8 . 8 2 0 0 EM : D a v e @ D a v i d C h a r l e z D e s i g n s . c o m D A V I D C H A R L E Z D E S I G N S D A V I D C H A R L E Z D E S I G N S a 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 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 Charlez Design retains rights to all plans and detail shown. 11 / 7 / 2 0 2 2 9 : 2 5 : 0 3 AM 04 Fr o n t & R e a r E l e v a t i o n s JK S - A h n R e s i d e n c e - C D Th e A h n R e s i d n e c e Jo h n K r a e m e r & S o n s 49 0 6 L i n c o l n D r i v e Ed i n a , M N 5 5 4 3 6 xx . x x . x x x x LM C 32 7 5 C a r m a n R o a d Ca r m a n B a y o f L a k e M i n n e t o n k a Or o n o , M N 1/4" = 1'-0" 1Front Elevation 1/4" = 1'-0" 2Rear Elevation SEE "TYPICAL EXTERIOR MATERIALS" FOR ALL CLADDING SHOWN SEE FINAL PAGE FOR SQUARE FOOTAGE CALCULATIONS METAL FASCIAS AND ROOFS HAVE THE TENDENCY TO OIL CAN UNDER CERTAIN WEATHER CONDITIONS. CONSULT CONTRACTOR FOR METAL GAUGE THICKNESS OPTIONS TO REDUCE WEATHER RELATED CONCERNS (BUBBLING, WARPING, ETC.) GENERAL CONTRACTOR TO ENSURE THAT ALL ROOF PENETRATIONS (VENT PIPES, EXHAUST FANS, FURNACE/AC PIPES, ETC) ARE PLACED IN INCONSPICUOUS LOCATIONS ON ROOF TO MINIMIZE THE SIGHT OF PENETRATIONS FROM MAIN ARCHITECTURAL VIEWS OF HOME. elevation notes: TYPICAL EXTERIOR MATERIALS SELF- BITUMINOUS RUBBER MEMBRANE ROOF PER ELEVATION OPT. MEXICAN PEBBLE BALLAST ROOF @ FLAT ROOF LOCATIONS VISIBLE FROM THE UPPER LEVEL 3 LAYER STUCCO PER ELEVATION NICHIA VINTAGEWOOD (SPRUCE) HORIZONTAL SIDING PER ELEVATION 2” BUECHEL FOND DU LAC COUNTRY SQUIRE STONE VENEER PER ELEVATION SEE AOX-X FOR PREFFERD STONE ATTACHMENT DETAILS INSTALL KICK OUT FLASHING & TWO MEMBRANE TAR PAPER BACKING IN ALL STONE AREAS HARDIEPANEL SMOOTH (RICH ESPRESSO or SIM. ) w/ 1/2” FRY REGLET REVEALS SEE DETAIL AOX-X PER ELEVATION 4/4”x6” on 4/4”x16” TIERED MIRATEC COMPOSITE FASCIA PER COMPOSITE VENTED SOFFTIS NICHIA VINTAGEWOOD (SPRUCE) VENTED SOFFITS @ DESGINATED LOCATIONS PER PLAN EXTERIOR WINDOW COLOR TO BE BLACK PER ELEVATION MARVIN ULTIMATE WINDOWS PER MANUFACTURER HOUSE WRAP AND/OR TAR PAPER IN PROPER FORM ON ENTIRE EXTERIOR B C D A STONE/STUCCO ATTACHMENT 1. VERIFY COMPLIANCE WITH INSPECTOR WHEN PAPER IS COMPLETE IN ONE WINDOW AREA. 2. WEATHER RESISTIVE BARRIERS: INCLUDE 2 LAYERS OF GRADE D PAPER WITH WEATHER RESISITVE BARRIERS OVER WOOD BASED SHEATHING. 15 OR 15# IS NOT GRADE D PAPER. LAP VERTICAL JOINTS IN PAPER AT LEAST 2 INCHES. 3. EXTERIOR OPENINGS FLASHED: FLASH ALL EXTERIOR OPENINGS. THE NAILING FLANGE ON WINDOWS WILL NOT BE ACCEPTED FOR FLASHING UNLESS THE MANUFACTURERS INSULATION INSTRUCTIONS ARE PROVIDED ON SITE STATING THE FLANGE IS ACCEPTABLE AS FLASHING. 4. WINDOW FLANGES: INSTALL PAPER ON BOTTOM AND SIDES OF WINDOW BEFORE INSTALLING WINDOW. PAPER LOCATED ON TOP OF WINDOW SHALL GO OVER THE WINDOW FLASHING. INSTALL A SECOND LAYER OF PAPER OVER SIDE WINDOW FLANGES. 5. WINDOW OPENINGS: WATERPROOF WINDOW OPENINGS WITH CAULK, TAPE, OR LIKE MATERIAL. ALL OTHER OPENINGS MUST BE WATERPROOFED WITH CAULK, TAPE, OR LIKE MATERIAL. 6. PAPER ENTIRE WALL: BUILDING PAPER MUST BE INSTALLED ON ALL EXTERIOR WALLS INCLUDING WITHIN THE SOFFIT. INSTALL PAPER IN SHINGLE FASHION TO ENSURE PROPER WATER DRAINIAGE. 7. FLASHING: AT ALL WALL/ROOF INTERSECTIONS WHERE ROOF LINE DOES NOT EXTEND PAST WALL, KICKOUT FLASHING IS REQUIRED. ALL OTHER OPENINGS MUST BE FLASHED TO ENSURE PROPER WATERPROOFING. 8. WEEP SCREED: PROVIDE A CORROSION RESISTANT WEEP SCREED WITH A MINIMUM VERTICAL ATTACHMENT FLANGE OF 3-1/2" AT OR BELOW THE FOUNDATION PLATE. TO ENSURE TRAPPED WATER HAS PROPER DRAINAGE TO EXTERIOR, SCREED SHALL BE A TYPE THAT ALLOWS FOR DRAINAGE AND MUST BE PLACED A MINIMUM OF 4" ABOVE EARTH OR 2" ABOVE CONCRETE. PLACE WEEP SCREEDS JUST BELOW PLATE LINE. IF PAPER HAS BEEN INSTALLED ON FOUNDATION, EXTEND WEEP SCREED ONTO FOUNDATION. ALL STUCCO MUST NOT EXTEND BELOW, BUT MUST COVER, ALL LATH AND PAPER. DAVID CHARLEZ DESIGNS DOES NOT ACCEPT ANY RESPONSIBILITY FOR STUCCO INSTALLATION OR WATERPROOFING TECHNIQUES. REFER TO MANUFACTURER AND INSTALLERS FOR PREFERRED INSTALLATION METHODS WHICH WILL DIFFER FROM WHAT IS SHOWN. FOUNDATION WALL HEIGHTS ARE SUBJECT TO CHANGE DUE TO GRADE AND SITE CONDITIONS. ALL FOUNDATION WALL HEIGHTS MUST BE VERIFIED ON SITE BY THE CONTRACTOR AND SITE SURVEYOR PRIOR TO CONSTRUCTION. FOUNDATION CONTRACTOR WILL STEP FOUNDATION WALLS AS NECESSARY TO MAINTAIN PROPER FROST PROTECTION (42" BELOW GRADE) IN ACCORDANCE TO CURRENT MINNESOTA CODE, REGULATIONS, AND ZONING. FOUNDATION WALLS DISCLOSURE: RE V I S I O N S C H E D U L E Nu m b e r Da t e Is s u e d b y First Floor955.4 Second Floor 967.1 Roof975.1 Top of Foundation 955.0 First Floor Clg.965.5 Basement Clg.953.3 Grade / Garage Slab954.5 Roof Peak978.9 Basement944.4 T.O. Footing 944.0 Median Height of Highest Mono Pitch 977.3 10 ' A b o v e L o w e s t L e v e l t o M a x M i d p o i n t 22 ' - 1 0 1 3 / 1 6 " DR A W N B Y DE S C R I P T I O N PR O J E C T # PR O J E C T IS S U E RE - I S S U E BU I L D E R 18 4 7 6 K E N R I C K A V E S U I T E 2 0 2 LA K E V I L L E , M N 5 5 0 4 4 TE L : 9 5 2 . 4 2 8 . 8 2 0 0 EM : D a v e @ D a v i d C h a r l e z D e s i g n s . c o m D A V I D C H A R L E Z D E S I G N S D A V I D C H A R L E Z D E S I G N S a 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 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 Charlez Design retains rights to all plans and detail shown. 11 / 7 / 2 0 2 2 9 : 2 5 : 1 1 AM 05 Le f t a n d R i g h t E l e v a t i o n s Ov e r a l l JK S - A h n R e s i d e n c e - C D Th e A h n R e s i d n e c e Jo h n K r a e m e r & S o n s 49 0 6 L i n c o l n D r i v e Ed i n a , M N 5 5 4 3 6 xx . x x . x x x x LM C 32 7 5 C a r m a n R o a d Ca r m a n B a y o f L a k e M i n n e t o n k a Or o n o , M N RE V I S I O N S C H E D U L E Nu m b e r Da t e Is s u e d b y 3/16" = 1'-0" 1Left Elevation Overall 3/16" = 1'-0" 2Right Elevation Overall SEE "TYPICAL EXTERIOR MATERIALS" FOR ALL CLADDING SHOWN SEE FINAL PAGE FOR SQUARE FOOTAGE CALCULATIONS METAL FASCIAS AND ROOFS HAVE THE TENDENCY TO OIL CAN UNDER CERTAIN WEATHER CONDITIONS. CONSULT CONTRACTOR FOR METAL GAUGE THICKNESS OPTIONS TO REDUCE WEATHER RELATED CONCERNS (BUBBLING, WARPING, ETC.) GENERAL CONTRACTOR TO ENSURE THAT ALL ROOF PENETRATIONS (VENT PIPES, EXHAUST FANS, FURNACE/AC PIPES, ETC) ARE PLACED IN INCONSPICUOUS LOCATIONS ON ROOF TO MINIMIZE THE SIGHT OF PENETRATIONS FROM MAIN ARCHITECTURAL VIEWS OF HOME. elevation notes: TYPICAL EXTERIOR MATERIALS SELF- BITUMINOUS RUBBER MEMBRANE ROOF PER ELEVATION OPT. MEXICAN PEBBLE BALLAST ROOF @ FLAT ROOF LOCATIONS VISIBLE FROM THE UPPER LEVEL 3 LAYER STUCCO PER ELEVATION NICHIA VINTAGEWOOD (SPRUCE) HORIZONTAL SIDING PER ELEVATION 2” BUECHEL FOND DU LAC COUNTRY SQUIRE STONE VENEER PER ELEVATION SEE AOX-X FOR PREFFERD STONE ATTACHMENT DETAILS INSTALL KICK OUT FLASHING & TWO MEMBRANE TAR PAPER BACKING IN ALL STONE AREAS HARDIEPANEL SMOOTH (RICH ESPRESSO or SIM. ) w/ 1/2” FRY REGLET REVEALS SEE DETAIL AOX-X PER ELEVATION 4/4”x6” on 4/4”x16” TIERED MIRATEC COMPOSITE FASCIA PER COMPOSITE VENTED SOFFTIS NICHIA VINTAGEWOOD (SPRUCE) VENTED SOFFITS @ DESGINATED LOCATIONS PER PLAN EXTERIOR WINDOW COLOR TO BE BLACK PER ELEVATION MARVIN ULTIMATE WINDOWS PER MANUFACTURER HOUSE WRAP AND/OR TAR PAPER IN PROPER FORM ON ENTIRE EXTERIOR B C D A STONE/STUCCO ATTACHMENT 1. VERIFY COMPLIANCE WITH INSPECTOR WHEN PAPER IS COMPLETE IN ONE WINDOW AREA. 2. WEATHER RESISTIVE BARRIERS: INCLUDE 2 LAYERS OF GRADE D PAPER WITH WEATHER RESISITVE BARRIERS OVER WOOD BASED SHEATHING. 15 OR 15# IS NOT GRADE D PAPER. LAP VERTICAL JOINTS IN PAPER AT LEAST 2 INCHES. 3. EXTERIOR OPENINGS FLASHED: FLASH ALL EXTERIOR OPENINGS. THE NAILING FLANGE ON WINDOWS WILL NOT BE ACCEPTED FOR FLASHING UNLESS THE MANUFACTURERS INSULATION INSTRUCTIONS ARE PROVIDED ON SITE STATING THE FLANGE IS ACCEPTABLE AS FLASHING. 4. WINDOW FLANGES: INSTALL PAPER ON BOTTOM AND SIDES OF WINDOW BEFORE INSTALLING WINDOW. PAPER LOCATED ON TOP OF WINDOW SHALL GO OVER THE WINDOW FLASHING. INSTALL A SECOND LAYER OF PAPER OVER SIDE WINDOW FLANGES. 5. WINDOW OPENINGS: WATERPROOF WINDOW OPENINGS WITH CAULK, TAPE, OR LIKE MATERIAL. ALL OTHER OPENINGS MUST BE WATERPROOFED WITH CAULK, TAPE, OR LIKE MATERIAL. 6. PAPER ENTIRE WALL: BUILDING PAPER MUST BE INSTALLED ON ALL EXTERIOR WALLS INCLUDING WITHIN THE SOFFIT. INSTALL PAPER IN SHINGLE FASHION TO ENSURE PROPER WATER DRAINIAGE. 7. FLASHING: AT ALL WALL/ROOF INTERSECTIONS WHERE ROOF LINE DOES NOT EXTEND PAST WALL, KICKOUT FLASHING IS REQUIRED. ALL OTHER OPENINGS MUST BE FLASHED TO ENSURE PROPER WATERPROOFING. 8. WEEP SCREED: PROVIDE A CORROSION RESISTANT WEEP SCREED WITH A MINIMUM VERTICAL ATTACHMENT FLANGE OF 3-1/2" AT OR BELOW THE FOUNDATION PLATE. TO ENSURE TRAPPED WATER HAS PROPER DRAINAGE TO EXTERIOR, SCREED SHALL BE A TYPE THAT ALLOWS FOR DRAINAGE AND MUST BE PLACED A MINIMUM OF 4" ABOVE EARTH OR 2" ABOVE CONCRETE. PLACE WEEP SCREEDS JUST BELOW PLATE LINE. IF PAPER HAS BEEN INSTALLED ON FOUNDATION, EXTEND WEEP SCREED ONTO FOUNDATION. ALL STUCCO MUST NOT EXTEND BELOW, BUT MUST COVER, ALL LATH AND PAPER. DAVID CHARLEZ DESIGNS DOES NOT ACCEPT ANY RESPONSIBILITY FOR STUCCO INSTALLATION OR WATERPROOFING TECHNIQUES. REFER TO MANUFACTURER AND INSTALLERS FOR PREFERRED INSTALLATION METHODS WHICH WILL DIFFER FROM WHAT IS SHOWN. FOUNDATION WALL HEIGHTS ARE SUBJECT TO CHANGE DUE TO GRADE AND SITE CONDITIONS. ALL FOUNDATION WALL HEIGHTS MUST BE VERIFIED ON SITE BY THE CONTRACTOR AND SITE SURVEYOR PRIOR TO CONSTRUCTION. FOUNDATION CONTRACTOR WILL STEP FOUNDATION WALLS AS NECESSARY TO MAINTAIN PROPER FROST PROTECTION (42" BELOW GRADE) IN ACCORDANCE TO CURRENT MINNESOTA CODE, REGULATIONS, AND ZONING. FOUNDATION WALLS DISCLOSURE: NOTE: PROPOSED TIERED RETANING LANDSCAPE PLANTERS AND STEPS. FINAL DESIGN SUPPLIED BY LANDSCAPE DESIGNER AND PER SITE SURVEY 4/4"x6" on 4/4"x14" MIRATEC SKIRT BOARD CHIMNEY NOTE: STONE MASON TO WRAP ALL FOUR SIDES OF CHIMNEY IN MATERIAL "C" 4/4"x6" on 4/4"x14" MIRATEC SKIRT BOARD A A A A AA A A CCCCC C C 8' - 3" B BB B DOG RUN NOTE: POST AND CEDAR SLAT CONSTRUCTION & GATE PER LANDSCAPE DESIGNER 2-1/4" STONE CAP @ HALF WALL / (S E E 2 A0 7 ) AA A A A A B B B B C C CC C C C D D D D6' - 6" 10 ' - 6 1 / 2 " C 8' - 3" 4/4"x6" on 4/4"x14" MIRATEC SKIRT BOARD5/4" x 12" TRIM 2-1/4" STONE CAP (PITCHED) 4' - 11 3/4" 2-1/4" STONE CAP (PITCHED) CHIMNEY NOTE: STONE MASON TO WRAP ALL FOUR SIDES OF CHIMNEY IN MATERIAL "C" BONUS RM TRIM NOTE: TRIM & CORNER TRIM TO BE HARDIE PANEL TO MATCH MATERIAL "D" @ CORNERS & BETWEEN WDWS NOTE: PROPOSED TIERED BOULDER RETAINING WALL. FINAL DESIGN SUPPLIED BY LANDSCAPE DESIGNER AND PER SITE SURVEY NOTE: CONTRACTOR TO STEP FOUNDATION AS NECESSARY TO MAINTAIN 42" BELOW GRADE (MIN.) FROST FOOTING PER GRADE CONDITIONS. 07 6 / (S E E 1 A0 7 ) DR A W N B Y DE S C R I P T I O N PR O J E C T # PR O J E C T IS S U E RE - I S S U E BU I L D E R 18 4 7 6 K E N R I C K A V E S U I T E 2 0 2 LA K E V I L L E , M N 5 5 0 4 4 TE L : 9 5 2 . 4 2 8 . 8 2 0 0 EM : D a v e @ D a v i d C h a r l e z D e s i g n s . c o m D A V I D C H A R L E Z D E S I G N S D A V I D C H A R L E Z D E S I G N S a 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 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 Charlez Design retains rights to all plans and detail shown. 11 / 7 / 2 0 2 2 9 : 2 5 : 2 1 AM 06 Le f t & R i g h t E l e v a t i o n s JK S - A h n R e s i d e n c e - C D Th e A h n R e s i d n e c e Jo h n K r a e m e r & S o n s 49 0 6 L i n c o l n D r i v e Ed i n a , M N 5 5 4 3 6 xx . x x . x x x x LM C 32 7 5 C a r m a n R o a d Ca r m a n B a y o f L a k e M i n n e t o n k a Or o n o , M N 1/4" = 1'-0" 1 Left Elevation - Home 1/4" = 1'-0" 2Right Elevation - Home RE V I S I O N S C H E D U L E Nu m b e r Da t e Is s u e d b y SEE "TYPICAL EXTERIOR MATERIALS" FOR ALL CLADDING SHOWN SEE FINAL PAGE FOR SQUARE FOOTAGE CALCULATIONS METAL FASCIAS AND ROOFS HAVE THE TENDENCY TO OIL CAN UNDER CERTAIN WEATHER CONDITIONS. CONSULT CONTRACTOR FOR METAL GAUGE THICKNESS OPTIONS TO REDUCE WEATHER RELATED CONCERNS (BUBBLING, WARPING, ETC.) GENERAL CONTRACTOR TO ENSURE THAT ALL ROOF PENETRATIONS (VENT PIPES, EXHAUST FANS, FURNACE/AC PIPES, ETC) ARE PLACED IN INCONSPICUOUS LOCATIONS ON ROOF TO MINIMIZE THE SIGHT OF PENETRATIONS FROM MAIN ARCHITECTURAL VIEWS OF HOME. elevation notes: TYPICAL EXTERIOR MATERIALS SELF- BITUMINOUS RUBBER MEMBRANE ROOF PER ELEVATION OPT. MEXICAN PEBBLE BALLAST ROOF @ FLAT ROOF LOCATIONS VISIBLE FROM THE UPPER LEVEL 3 LAYER STUCCO PER ELEVATION NICHIA VINTAGEWOOD (SPRUCE) HORIZONTAL SIDING PER ELEVATION 2” BUECHEL FOND DU LAC COUNTRY SQUIRE STONE VENEER PER ELEVATION SEE AOX-X FOR PREFFERD STONE ATTACHMENT DETAILS INSTALL KICK OUT FLASHING & TWO MEMBRANE TAR PAPER BACKING IN ALL STONE AREAS HARDIEPANEL SMOOTH (RICH ESPRESSO or SIM. ) w/ 1/2” FRY REGLET REVEALS SEE DETAIL AOX-X PER ELEVATION 4/4”x6” on 4/4”x16” TIERED MIRATEC COMPOSITE FASCIA PER COMPOSITE VENTED SOFFTIS NICHIA VINTAGEWOOD (SPRUCE) VENTED SOFFITS @ DESGINATED LOCATIONS PER PLAN EXTERIOR WINDOW COLOR TO BE BLACK PER ELEVATION MARVIN ULTIMATE WINDOWS PER MANUFACTURER HOUSE WRAP AND/OR TAR PAPER IN PROPER FORM ON ENTIRE EXTERIOR B C D A STONE/STUCCO ATTACHMENT 1. VERIFY COMPLIANCE WITH INSPECTOR WHEN PAPER IS COMPLETE IN ONE WINDOW AREA. 2. WEATHER RESISTIVE BARRIERS: INCLUDE 2 LAYERS OF GRADE D PAPER WITH WEATHER RESISITVE BARRIERS OVER WOOD BASED SHEATHING. 15 OR 15# IS NOT GRADE D PAPER. LAP VERTICAL JOINTS IN PAPER AT LEAST 2 INCHES. 3. EXTERIOR OPENINGS FLASHED: FLASH ALL EXTERIOR OPENINGS. THE NAILING FLANGE ON WINDOWS WILL NOT BE ACCEPTED FOR FLASHING UNLESS THE MANUFACTURERS INSULATION INSTRUCTIONS ARE PROVIDED ON SITE STATING THE FLANGE IS ACCEPTABLE AS FLASHING. 4. WINDOW FLANGES: INSTALL PAPER ON BOTTOM AND SIDES OF WINDOW BEFORE INSTALLING WINDOW. PAPER LOCATED ON TOP OF WINDOW SHALL GO OVER THE WINDOW FLASHING. INSTALL A SECOND LAYER OF PAPER OVER SIDE WINDOW FLANGES. 5. WINDOW OPENINGS: WATERPROOF WINDOW OPENINGS WITH CAULK, TAPE, OR LIKE MATERIAL. ALL OTHER OPENINGS MUST BE WATERPROOFED WITH CAULK, TAPE, OR LIKE MATERIAL. 6. PAPER ENTIRE WALL: BUILDING PAPER MUST BE INSTALLED ON ALL EXTERIOR WALLS INCLUDING WITHIN THE SOFFIT. INSTALL PAPER IN SHINGLE FASHION TO ENSURE PROPER WATER DRAINIAGE. 7. FLASHING: AT ALL WALL/ROOF INTERSECTIONS WHERE ROOF LINE DOES NOT EXTEND PAST WALL, KICKOUT FLASHING IS REQUIRED. ALL OTHER OPENINGS MUST BE FLASHED TO ENSURE PROPER WATERPROOFING. 8. WEEP SCREED: PROVIDE A CORROSION RESISTANT WEEP SCREED WITH A MINIMUM VERTICAL ATTACHMENT FLANGE OF 3-1/2" AT OR BELOW THE FOUNDATION PLATE. TO ENSURE TRAPPED WATER HAS PROPER DRAINAGE TO EXTERIOR, SCREED SHALL BE A TYPE THAT ALLOWS FOR DRAINAGE AND MUST BE PLACED A MINIMUM OF 4" ABOVE EARTH OR 2" ABOVE CONCRETE. PLACE WEEP SCREEDS JUST BELOW PLATE LINE. IF PAPER HAS BEEN INSTALLED ON FOUNDATION, EXTEND WEEP SCREED ONTO FOUNDATION. ALL STUCCO MUST NOT EXTEND BELOW, BUT MUST COVER, ALL LATH AND PAPER. DAVID CHARLEZ DESIGNS DOES NOT ACCEPT ANY RESPONSIBILITY FOR STUCCO INSTALLATION OR WATERPROOFING TECHNIQUES. REFER TO MANUFACTURER AND INSTALLERS FOR PREFERRED INSTALLATION METHODS WHICH WILL DIFFER FROM WHAT IS SHOWN. FOUNDATION WALL HEIGHTS ARE SUBJECT TO CHANGE DUE TO GRADE AND SITE CONDITIONS. ALL FOUNDATION WALL HEIGHTS MUST BE VERIFIED ON SITE BY THE CONTRACTOR AND SITE SURVEYOR PRIOR TO CONSTRUCTION. FOUNDATION CONTRACTOR WILL STEP FOUNDATION WALLS AS NECESSARY TO MAINTAIN PROPER FROST PROTECTION (42" BELOW GRADE) IN ACCORDANCE TO CURRENT MINNESOTA CODE, REGULATIONS, AND ZONING. FOUNDATION WALLS DISCLOSURE: / (S E E 2 A0 6 ) 2-1/4" STONE CAP (PITCHED) A A A B CCCCCC D FLAT AWNING ROOF w/ METAL CANOPY HANGERS CANOPY HANGERS PER METAL FABRICATOR EXTERIOR LANTERS PER HOMEOWNER SELECTION 2-1/4" STONE CAP (PITCHED) NOTE: WRAP MATERIAL "D" AT BUMP OUT RETUN TO GARAGE WALL / (S E E 1 A0 6 ) A DOG RUN NOTE: POST AND CEDAR SLAT CONSTRUCTION & GATE PER LANDSCAPE DESIGNER A A D B B AA NOTE: PROPOSED TIERED RETANING LANDSCAPE PLANTERS AND STEPS. FINAL DESIGN SUPPLIED BY LANDSCAPE DESIGNER AND PER SITE SURVEY A D B D C C DOG RUN NOTE: POST AND CEDAR SLAT CONSTRUCTION & GATE PER LANDSCAPE DESIGNER C A SPIRAL STAIRS BY METAL FABRICATIOR A A C 2/4" STONE CAP @ HALF WALL 4/4"x6" on 4/4" x14" MIRATEC SKIRT BRD NOTE: PROPOSED TIERED RETANING LANDSCAPE PLANTERS AND STEPS. FINAL DESIGN SUPPLIED BY LANDSCAPE DESIGNER AND PER SITE SURVEY 18 " 28" 3"2"18"2"3"18 " 2 1 / 4 " CHIMNEY SHROUD: BLACK POWDERCOATED SHROUD BY METAL FABRCATOR. 3"x1/2" METAL FINS SUPPORTED BY 2"x2" POSTS & 1/2 PITCHED METAL CAP. PROVIDE FLASHING AS NECESSARY AT STONE CAP 2" STONE (MATERIAL "C") WRAPPED AT ALL SIDES 2-1/4" STONE CAP (PITCHED) ALLOW FOR VENTING 1/2" TRD. PLY SHEATHING 2x4 BOX FRAME 2x8" JOISTS @ 16" O.C. 3/4" TRD. PLY SHEATHING VE N T P A T H APPLY METAL MESH @ INTERIOR FACE - INTENTION IS TO HIDE/ OBSUCRE VENT CAPS FROM VIEW Finish 8' - 3" Sheathing 7' - 11" 18 " 2 1 / 4 " 3"93"3" CHIMNEY SHROUD: BLACK POWDERCOATED SHROUD BY METAL FABRCATOR. 3"x1/2" METAL FINS SUPPORTED BY 2"x2" POSTS & 1/2 PITCHED METAL CAP. PROVIDE FLASHING AS NECESSARY AT STONE CAP 2" STONE (MATERIAL "C") WRAPPED AT ALL SIDES 2-1/4" STONE CAP (PITCHED) ALLOW FOR VENTING 1/2" TRD. PLY SHEATHING 2x4 BOX FRAME 2x8" JOISTS @ 16" O.C. 3/4" TRD. PLY SHEATHING VE N T P A T H VE N T P A T H APPLY METAL MESH @ INTERIOR FACE - INTENTION IS TO HIDE/ OBSUCRE VENT CAPS FROM VIEW VE N T P A T H DR A W N B Y DE S C R I P T I O N PR O J E C T # PR O J E C T IS S U E RE - I S S U E BU I L D E R 18 4 7 6 K E N R I C K A V E S U I T E 2 0 2 LA K E V I L L E , M N 5 5 0 4 4 TE L : 9 5 2 . 4 2 8 . 8 2 0 0 EM : D a v e @ D a v i d C h a r l e z D e s i g n s . c o m D A V I D C H A R L E Z D E S I G N S D A V I D C H A R L E Z D E S I G N S a 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 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 Charlez Design retains rights to all plans and detail shown. 11 / 7 / 2 0 2 2 9 : 2 5 : 2 6 AM 07 Ga r a g e & M i s c . E l e v a t i o n s JK S - A h n R e s i d e n c e - C D Th e A h n R e s i d n e c e Jo h n K r a e m e r & S o n s 49 0 6 L i n c o l n D r i v e Ed i n a , M N 5 5 4 3 6 xx . x x . x x x x LM C 32 7 5 C a r m a n R o a d Ca r m a n B a y o f L a k e M i n n e t o n k a Or o n o , M N RE V I S I O N S C H E D U L E Nu m b e r Da t e Is s u e d b y 1/4" = 1'-0" 1Right Elevation - Garage 1/4" = 1'-0" 2Left Elevation - Garage 1/4" = 1'-0" 3 Rear Elevation - Garage 1/4" = 1'-0" 4 Front Elevation - Grill Deck SEE "TYPICAL EXTERIOR MATERIALS" FOR ALL CLADDING SHOWN SEE FINAL PAGE FOR SQUARE FOOTAGE CALCULATIONS METAL FASCIAS AND ROOFS HAVE THE TENDENCY TO OIL CAN UNDER CERTAIN WEATHER CONDITIONS. CONSULT CONTRACTOR FOR METAL GAUGE THICKNESS OPTIONS TO REDUCE WEATHER RELATED CONCERNS (BUBBLING, WARPING, ETC.) GENERAL CONTRACTOR TO ENSURE THAT ALL ROOF PENETRATIONS (VENT PIPES, EXHAUST FANS, FURNACE/AC PIPES, ETC) ARE PLACED IN INCONSPICUOUS LOCATIONS ON ROOF TO MINIMIZE THE SIGHT OF PENETRATIONS FROM MAIN ARCHITECTURAL VIEWS OF HOME. elevation notes: TYPICAL EXTERIOR MATERIALS SELF- BITUMINOUS RUBBER MEMBRANE ROOF PER ELEVATION OPT. MEXICAN PEBBLE BALLAST ROOF @ FLAT ROOF LOCATIONS VISIBLE FROM THE UPPER LEVEL 3 LAYER STUCCO PER ELEVATION NICHIA VINTAGEWOOD (SPRUCE) HORIZONTAL SIDING PER ELEVATION 2” BUECHEL FOND DU LAC COUNTRY SQUIRE STONE VENEER PER ELEVATION SEE AOX-X FOR PREFFERD STONE ATTACHMENT DETAILS INSTALL KICK OUT FLASHING & TWO MEMBRANE TAR PAPER BACKING IN ALL STONE AREAS HARDIEPANEL SMOOTH (RICH ESPRESSO or SIM. ) w/ 1/2” FRY REGLET REVEALS SEE DETAIL AOX-X PER ELEVATION 4/4”x6” on 4/4”x16” TIERED MIRATEC COMPOSITE FASCIA PER COMPOSITE VENTED SOFFTIS NICHIA VINTAGEWOOD (SPRUCE) VENTED SOFFITS @ DESGINATED LOCATIONS PER PLAN EXTERIOR WINDOW COLOR TO BE BLACK PER ELEVATION MARVIN ULTIMATE WINDOWS PER MANUFACTURER HOUSE WRAP AND/OR TAR PAPER IN PROPER FORM ON ENTIRE EXTERIOR B C D A STONE/STUCCO ATTACHMENT 1. VERIFY COMPLIANCE WITH INSPECTOR WHEN PAPER IS COMPLETE IN ONE WINDOW AREA. 2. WEATHER RESISTIVE BARRIERS: INCLUDE 2 LAYERS OF GRADE D PAPER WITH WEATHER RESISITVE BARRIERS OVER WOOD BASED SHEATHING. 15 OR 15# IS NOT GRADE D PAPER. LAP VERTICAL JOINTS IN PAPER AT LEAST 2 INCHES. 3. EXTERIOR OPENINGS FLASHED: FLASH ALL EXTERIOR OPENINGS. THE NAILING FLANGE ON WINDOWS WILL NOT BE ACCEPTED FOR FLASHING UNLESS THE MANUFACTURERS INSULATION INSTRUCTIONS ARE PROVIDED ON SITE STATING THE FLANGE IS ACCEPTABLE AS FLASHING. 4. WINDOW FLANGES: INSTALL PAPER ON BOTTOM AND SIDES OF WINDOW BEFORE INSTALLING WINDOW. PAPER LOCATED ON TOP OF WINDOW SHALL GO OVER THE WINDOW FLASHING. INSTALL A SECOND LAYER OF PAPER OVER SIDE WINDOW FLANGES. 5. WINDOW OPENINGS: WATERPROOF WINDOW OPENINGS WITH CAULK, TAPE, OR LIKE MATERIAL. ALL OTHER OPENINGS MUST BE WATERPROOFED WITH CAULK, TAPE, OR LIKE MATERIAL. 6. PAPER ENTIRE WALL: BUILDING PAPER MUST BE INSTALLED ON ALL EXTERIOR WALLS INCLUDING WITHIN THE SOFFIT. INSTALL PAPER IN SHINGLE FASHION TO ENSURE PROPER WATER DRAINIAGE. 7. FLASHING: AT ALL WALL/ROOF INTERSECTIONS WHERE ROOF LINE DOES NOT EXTEND PAST WALL, KICKOUT FLASHING IS REQUIRED. ALL OTHER OPENINGS MUST BE FLASHED TO ENSURE PROPER WATERPROOFING. 8. WEEP SCREED: PROVIDE A CORROSION RESISTANT WEEP SCREED WITH A MINIMUM VERTICAL ATTACHMENT FLANGE OF 3-1/2" AT OR BELOW THE FOUNDATION PLATE. TO ENSURE TRAPPED WATER HAS PROPER DRAINAGE TO EXTERIOR, SCREED SHALL BE A TYPE THAT ALLOWS FOR DRAINAGE AND MUST BE PLACED A MINIMUM OF 4" ABOVE EARTH OR 2" ABOVE CONCRETE. PLACE WEEP SCREEDS JUST BELOW PLATE LINE. IF PAPER HAS BEEN INSTALLED ON FOUNDATION, EXTEND WEEP SCREED ONTO FOUNDATION. ALL STUCCO MUST NOT EXTEND BELOW, BUT MUST COVER, ALL LATH AND PAPER. DAVID CHARLEZ DESIGNS DOES NOT ACCEPT ANY RESPONSIBILITY FOR STUCCO INSTALLATION OR WATERPROOFING TECHNIQUES. REFER TO MANUFACTURER AND INSTALLERS FOR PREFERRED INSTALLATION METHODS WHICH WILL DIFFER FROM WHAT IS SHOWN. FOUNDATION WALL HEIGHTS ARE SUBJECT TO CHANGE DUE TO GRADE AND SITE CONDITIONS. ALL FOUNDATION WALL HEIGHTS MUST BE VERIFIED ON SITE BY THE CONTRACTOR AND SITE SURVEYOR PRIOR TO CONSTRUCTION. FOUNDATION CONTRACTOR WILL STEP FOUNDATION WALLS AS NECESSARY TO MAINTAIN PROPER FROST PROTECTION (42" BELOW GRADE) IN ACCORDANCE TO CURRENT MINNESOTA CODE, REGULATIONS, AND ZONING. FOUNDATION WALLS DISCLOSURE: 3/4" = 1'-0" 5 Detail- G.R. Chimney Shroud (Side) 3/4" = 1'-0" 6Detail - G.R. Chimney Shroud (Front) PROPO S E D DRIVEW A Y GARAGE HOME DECK w/ P A T I O BELOW DECK PATIO BELOW GARDEN ST'RG DOG RUN IMPREVIOUS SURFACE CALCULATIONS & SITE INFOMRATION SITE ADDRESS : PARCEL AREA: SET BACKS OF PRINCIPAL STRUCTURE: MAX ALLOWABLE IMPREVIOUS SURACE: IMPERVIOUS SURFACE BREAKDOWN: 3275 Carman Road, Orono, MN 55331 (Lot 6, Block 1 of Carman Cove) 44,437 +/- SQ. FT. STREET:30 FT. FROM CARMAN RD SIDE (INTERIOR):10 FT. SIDE (STREET):20 FT. REAR (STREET):30 FT. LAKE:75 FT. FROM OHWM MAX BUILDING HEIGHT:30 FEET AS DEFINED BY CITY OF ORONO (10' From lowest level to Midpoint of tallest roof) 20 % OF LOT ALLOWABLE PRINCIPAL STRUCTURE INCLUDING PATIOS : 4785 SQ. FT PROPOSED DRIVEWAY: 1918 SQ. FT. TOTAL : 6,703 SQ. FT. (44,437 SQ. FT. LOT) PROPOSED IMPREVIOUS SURACE OF NEW STRUCTURE:15 % LOT COVERAGE (20 % ALLOWABLE) DR A W N B Y DE S C R I P T I O N PR O J E C T # PR O J E C T IS S U E RE - I S S U E BU I L D E R 18 4 7 6 K E N R I C K A V E S U I T E 2 0 2 LA K E V I L L E , M N 5 5 0 4 4 TE L : 9 5 2 . 4 2 8 . 8 2 0 0 EM : D a v e @ D a v i d C h a r l e z D e s i g n s . c o m D A V I D C H A R L E Z D E S I G N S D A V I D C H A R L E Z D E S I G N S a 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 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 Charlez Design retains rights to all plans and detail shown. 11 / 7 / 2 0 2 2 9 : 2 5 : 3 3 AM 33 Si t e P l a n JK S - A h n R e s i d e n c e - C D Th e A h n R e s i d n e c e Jo h n K r a e m e r & S o n s 49 0 6 L i n c o l n D r i v e Ed i n a , M N 5 5 4 3 6 xx . x x . x x x x LM C 32 7 5 C a r m a n R o a d Ca r m a n B a y o f L a k e M i n n e t o n k a Or o n o , M N RE V I S I O N S C H E D U L E Nu m b e r Da t e Is s u e d b y 1" = 20'-0" 1Site Plan - Preliminary 1/4" = 1'-0" Imprevious Surface & Lot Information AHN RESIDENCEAugust 23, 2022 3275 CARMAN RD, ORONO, MN © D C D 2 0 2 2 04A Concept plans only, subject to change without notice. Optional items may be shown for illustrative purposes only. Refer to builders specs for included features. Dimensions are rounded to the nearest six inches. Building materials, site conditions, landscaping, ETC may differ from what is shown. © David Charlez Designs 2022 AHN RESIDENCE ON CARMAN BAYTHE SHORES OF LAKE MINNETONKA AHN RESIDENCEAugust 23, 2022 3275 CARMAN RD, ORONO, MN © D C D 2 0 2 2 01A Concept plans only, subject to change without notice. Optional items may be shown for illustrative purposes only. Refer to builders specs for included features. Dimensions are rounded to the nearest six inches. Building materials, site conditions, landscaping, ETC may differ from what is shown. © David Charlez Designs 2022 AHN RESIDENCE ON CARMAN BAYTHE SHORES OF LAKE MINNETONKA FOYER18' X 7' COAT CLOSET STACKED W / D OFFICE10'-6" X 12' OPT. BUILT-IN DESK DBL. PKT. DRS. REAR FOYER9'-6" X 8' BENCH / DROP ZONE DOG EXIT GARDENING PREP AREA10' X 19'-6" 9'-0"16'-0"9'-0" 26 ' - 0 " 59'-0" FOUR CAR + GARAGE W.I.C. PWDR. RM. UP PREP / PANTRY9'-6" X 8' 36" FERMENTING 18" WINE 30" REF. 30" FRZ. 30" UPRIGHT FRZR. 60" RANGE DW DN 24" U.C. REF. DW KITCHEN16' X 18' 10' X 5' ISLAND DINING11' X 15' DBL. SD GAS F/P DBL. SD GAS F/P 60" PKT. DR. 36" PKT. DR. SOLARIUM13' X 13' OUTDOOR KITCHEN10' X 10' BLACKSTONEEGG BU I L T - I N GR I L L 12 ' S L I D I N G G L A S S D R . 12 ' S L I D I N G G L A S S D R . DECK 16 ' - 6 " 18 ' - 6 " 22'-6" GREAT ROOM20' X 20' OWNER'S SUITE15' X 15' OWNER'S BATH15'-6" X 10'-6" LINEN 72" X 48" STEAM SHWR. HER W.I.C.8'-6" X 6'-6" HIS W.I.C.8'-6" X 6'-6" PORTICO GAS F/P AHN RESIDENCEAugust 23, 2022 3275 CARMAN RD, ORONO, MN © D C D 2 0 2 2 02A Concept plans only, subject to change without notice. Optional items may be shown for illustrative purposes only. Refer to builders specs for included features. Dimensions are rounded to the nearest six inches. Building materials, site conditions, landscaping, ETC may differ from what is shown. © David Charlez Designs 2022 AHN RESIDENCE ON CARMAN BAYTHE SHORES OF LAKE MINNETONKA BONUS LOFT24'-6" X 28' OPT. BUILT-IN STORAGE OPT. BUILT-IN STORAGE 3/4 BATH DOWN AHN RESIDENCEAugust 23, 2022 3275 CARMAN RD, ORONO, MN © D C D 2 0 2 2 03A Concept plans only, subject to change without notice. Optional items may be shown for illustrative purposes only. Refer to builders specs for included features. Dimensions are rounded to the nearest six inches. Building materials, site conditions, landscaping, ETC may differ from what is shown. © David Charlez Designs 2022 AHN RESIDENCE ON CARMAN BAYTHE SHORES OF LAKE MINNETONKA FAMILY / GAME RM.25' X 25' BDRM THREE14' X 12'-6" BDRM TWO12' X 14'-6" W.I.C.9'-6" X 5'-6" EN' SUITE LAUNDRY11' X 6'-6" EXERCISE RM.19' X 14' MECH. & STORAGE14'-6" X 30' DOG RM.9' X 8' DOG SHWR. LAKE BATH14' X 6'SAUNA6' X 9' HOT TUB COVERED / SCREENED PATIO EN' SUITE W.I.C. UP STORAGE BELOW LI N E N C A B I N E T GAS F/P AHN RESIDENCEAugust 23, 2022 3275 CARMAN RD, ORONO, MN © D C D 2 0 2 2 05A Concept plans only, subject to change without notice. Optional items may be shown for illustrative purposes only. Refer to builders specs for included features. Dimensions are rounded to the nearest six inches. Building materials, site conditions, landscaping, ETC may differ from what is shown. © David Charlez Designs 2022 AHN RESIDENCE ON CARMAN BAYTHE SHORES OF LAKE MINNETONKA