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HomeMy WebLinkAboutResolution 7414 1 II LAND TYPE Abstract (A) DOC NUM 11238794 Certified, filed and/or recorded on Oct 18, 2023 8:01 AM Office of the County Recorder Hennepin County, Minnesota Amber Bougie, County Recorder Daniel Rogan, County Auditor and Treasurer Deputy 185 Pkg ID 2613315E Document Recording Fee $46.00 Document Total $46.00 This cover sheet is now a permanent part of the recorded document. STATE OF MINNESOTA ) ) ss COUNTY OF HENNEPIN ) The undersigned,being duly qualified and appointed City Clerk of the City of Orono,Minnesota, certifies that I compared the foregoing Resolution adopted at the meeting of the Orono City Council on October 9, 2023 with the original thereof on file in my office, and the same is a correct transcription thereof. WITNESS my hand officially as such City Clerk and the Corporate seal of the City this 10th day of October, 2023 Anna Carlson, City Clerk (seal) • • .r. ic7L °moo CITY OF ORONO RESOLUTION OF THE CITY COUNCIL ��l G~ NO. 7414 'IkEsH00' A RESOLUTION APPROVING VARIANCES FROM MUNICIPAL ZONING CODE SECTIONS 78-1279& 78-1680 FILE NO. LA23-000047 WHEREAS,Erica Hway o/b/o the property owner(hereinafter the"Applicant"),applied for variances from the City Code for the property addressed 2245 French Lake Road and legally described as: Lot 1,Block 1 Johnston's French Lake,Hennepin County,Minnesota(hereinafter the"Property"); WHEREAS,the Applicant has applied to the City of Orono for variances from City Code Section 78-1279 to allow the construction of a new home and accessory structures including a pool and retaining walls within a required lake setback; and WHEREAS,the Applicant has applied to the City of Orono for a hardcover variance from City Code Section 78-1680 in order to construct a new home and hardcover within a required lake setback; and WHEREAS,on September 18,2023,after published and mailed notice in accordance with Minnesota Statutes and the City Code,the Planning Commission 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 September 18,2023,the Planning Commission voted 6 to 0 in favor of a motion to recommend approval of the variances as applied; and WHEREAS,on October 9,2023 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 variances 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#LA23-000047. The analysis contained within staff memos and the exhibits attached to the aforesaid memos, all minutes from the above mentioned 1 p CITY OF ORONO RESOLUTION OF THE CITY COUNCIL ��`q �G: NO. 7414 kESHOI� meetings,and any and all other materials distributed at these meetings are hereby incorporated by reference. 2. The Property is located in the RR-1B One Family Rural Residential Zoning District. 3. The Property contains 110,178 square feet in area and has a defined lot width of 432 feet at the 75- foot lakeshore setback and a lot width of 416 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 variances: a. 150-foot lake setback b. Hardcover within the lake setback 6. In considering this application for variances, the Council has considered the advice and recommendation of the Planning Commission and the effect of the proposed variances 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 . . . ." Much of the existing home is located within the 150-foot lake setback. Therefore, the current property has hardcover within the required lake setback as well. The applicant is proposing to demolish the existing home and construct a new,smaller home in a similar location. The new home will maintain the existing setback of 125 feet from the OHWL. The proposed patio will also maintain a similar location to the existing patio, with a slightly reduced setback due to the new patio being a different shape. The new patio will require some retaining walls within the lake setback. The placement of the new home on the lot is limited by the existing topography, tree coverage, and existing improvements. The applicant is preserving the existing septic system and is proposing to keep certain elements of the site including a detached garage and tennis court.The construction of a new home is in harmony with the general intent of the Ordinance due to the practical difficulties of the property's existing conditions. This criterion is met. 2. "Variances shall only be permitted . . . when the variances are consistent with the comprehensive plan." The variances resulting in a new single-family home is consistent with the Comprehensive Plan. The applicant has identified necessary practical difficulties inherent to the land supporting their requests. The overall reduction in total hardcover and bringing much of the massing of the 2 p CITY OF ORONO RESOLUTION OF THE CITY COUNCIL G NO. 7414 'IkESHO0' home away from the lake are in line with the goals of the Comprehensive Plan. This criterion is met. 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 construction of a new single-family home is a reasonable use of the property. The proposed home is over 2,000 square feet smaller in footprint than the existing home and there is an overall reduction in hardcover.This criterion is met. b. The plight of the landowner is due to circumstances unique to his property not created by the landowner. The existing house was not built by the current owners. The existing conditions of the lot including the location of the existing structures and improvements were not created by the new landowner.Additionally,the topography and vegetation further limit the placement of a new home and that is not a circumstance created by the landowner;and c. The variance, if granted, will not alter the essential character of the locality." The proposed variances resulting in the construction of a new single-family home is supported by practical difficulties and will not alter the character of the area.The proposed home is smaller in size and the overall hardcover is reduced. The setbacks from the lake remain similar to that of the existing home and improvements. The average lakeshore setback is also conforming for this property. This criterion is met. 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 a permitted use in the RR-1B District. 3 sLOATp CITY OF ORONO RESOLUTION OF THE CITY COUNCIL <t G� NO. 7414 "IkEsHov-ti 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 existing conditions of the property including the existing location of structures, septic system,topography and vegetation are unique conditions to this specific property.This criterion is met. 9. "The conditions do not apply generally to other land or structures in the district in which the land is located." While the surrounding properties are similar in size, the topography and location of the existing structures on the property are unique to the subject property.This criterion is met. 10. "The granting of the application is necessary for the preservation and enjoyment of a substantial property right of the applicant."The existing home is in a nonconforming location.The proposal is to construct a new single-family home in a similar location and maintain the current setbacks.However, the house size will be reduced and the overall hardcover will be reduced on the site. This criterion is met. 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 the requested variances will not adversely impact health,safety,comfort,or morals of the community.This criterion is met. 12. "The granting of such variance will not merely serve as a convenience to the applicant,but is necessary to alleviate demonstrable difficulty." The variances allow for the construction of a new home in a similar location to that of the existing home.This criterion is met. CONCLUSIONS, ORDER AND CONDITIONS: Based upon one or more of the above findings,the Orono City Council hereby grants variances to Orono Municipal Zoning Code Sections 78-1279 and 78-1680 to allow the construction of a new single family home with exceptions to build within the required 150-foot lake setback including new hardcover and retaining walls within the lake 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. 4 V.O.Ate_\ CITY OF ORONO RESOLUTION OF THE CITY COUNCIL NO. 7414 4x&SHORE 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(October 9, 2024). 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 9th day of October, 2023. ATTEST: CITY OF ORONO: 111 Anna Carlson, City Clerk Dennis Walsh, Mayor 5 28" 945.5 22" 945.4 14" 945.8 T tped E Elec. Box 947.5945.8 943.6 941.2 6" 940.010" 939.1 /hse 10" 938.78" 938.7 10" 938.110" 937.85" cluster 937.8 938.4 937.6 937.7 938.9 940.4 941.5 943.7 20" 943.4 28" 942.5 16" 941.5939.4 937.0 936.9 936.7 937.3 24" 937.724" 938.5 935.6 cmp inv=935.00 cmp inv=935.58 14" 938.86" 938.3 14" 936.8 6" 938.1 18" 938.0 14" 938.3 5" 937.8 943.8 944.0 945.6 945.6 14" 944.28" 943.8 6" 944.6 " 944.0 4" 942.614" 942.1 8" 942.8 24" 943.8 14" 945.3 7" 943.2 18" 940.1 18" 942.9 18" 944.1 12" 946.0 7" 947.5 12" 944.3 18" 945.7 937.0 941.1 937.1 936.8 12" 943.312" 942.0 6" 941.3 6" 941.48" 941.5 10" 941.8 18" 943.7 12" 943.910" 943.9 5" 940.714" 940.9 10" 944.3 10" 943.512" 943.7 12" 943.18" 942.5 5" 940.314" 940.010" 939.05" 939.3 8" 940.6 8" 944.610" 945.516" 945.48" 945.24" 944.912" 945.08" 944.518" 944.3 6" 944.4 940.1 12" 940.2 939.7 A/C GGas Meter 944.7 946.4 946.5 944.3 GGas Meter EElec. Meter 940.4 942.9 940.0 938.2 18" 940.112" 940.010" 940.7 938.6 943.0 944.4944.3 946.2 945.5 944.9 944.3 945.5 944.7 940.9 34" 940.9 934.0 Septic Inspection Pipe 941.3 940.7 945.1 940.4 939.8 939.4 937.6 941.1 943.6 945.2 944.6 940.2 6" 934.2 12" 934.3 8" 939.210" 937.718" 934.5 10" 933.6 931.9 26" 936.1 940.0 943.1 944.1 944.9 943.6 939.4 937.2935.4 931.1 938.9 939.3 945.6 940.2 935.9 934.5 933.0 936.3 937.9 938.6 939.7 939.4 939.5 34" 945.7 946.9 12" 946.3 26" 946.9 947.5 24.252.424.3 52.612.6 12.610.8S u r v e y - l i n e W O O D E DW O O D E DT R E E L I N E9" CMP F R E N C H L A K E R O A D 934 94 2 942 944 946 944 942 940 938 936 940 944 940946 94 0932 942 942 946944 9.8N 02°39'46" E 264.94 Meas. 265.00 PlatS 01°50'00" E 210.00S 76° 2 8 ' 4 8 " E 7 3 . 9 6 44±5 5573.9153.1 165.0 P a t i o P a t i o Conc. pad Conc. Walk 24'0"0'10"6'0"18'10"20'0"9'10 3/4"14'1 1/4"3'4"16' 1"4'10 3/4"1'11 1/2"14'0"32'0"14'0"12'0"5'0"6'0"34'0"8'0"6'0"12'0"22'0"12'0"2'0"24'0"Building Dimensions shown per Cadd File cantilever Pool 150.0102.7125.4109.9150.0945.5945.0 938.0 936.2 946.0945.5 930.5 930.2 930.2 930.6 930.4 930.3 932.0 930.1 945.3 930.8 931.6 931.2 932.0 931.7 931.2 931.3 931.5 931.4 931.1 931.3 931.9 931.2 930.5 931.1 930.8 931.4 W Well 945.8 945.7945.6 937.4 937.0 937.0 936.8 936.8 936.3944.5 944.4 944.4 944.3942.6 930.7 38.248.9' Not to Scale45.7AVERAGE LAKE SHORE S E T B A C K L I N E Garage tw938.4 bw937.1 tw938.9 bw937.0 Shed D e c k D e c kT i m b e r sG a r d e nC h a i n - L i n k F e n c eF e n c eP o s t / R a i lB i t u m i n o u s T i m b e r W a l l S 6 1 ° 0 0 ' 0 0 " E 4 5 . 0 0 S 74° 0 0 ' 0 0 " E 6 0 . 0 0 S 82°00'00" E 6 0 . 0 0 N 68°0 0' 0 0 " E 5 0. 0 0 N 86°40'00" E 84.22 N 73°30' 0 0 " E 114.69 M e a s . 1 1 5 . 0 0 P l a t F r e n c h L a k e OHW = 930.0 (Per MN DNR) As Measured 05/02/2023 = 930.26 N 88°06'58" E 169.53 Meas. 170.00 Plat N 66° 2 4' 0 6 " E 1 9 0 . 2 9 M e a s . 1 9 0 . 0 0 Pl a t Drainage & Utility Easement W e t l a n d W e t l a n d Wetland Delineation by Kjolhaug Environmental Servies Company dated 07/10/2023 T e n n i s C o u r t Proposed Residence tw945.0bw942.5tw941.9bw938.0Egress Well tw941.6bw938.0tw944.0bw942.0940 942 944 tw939.5 bw938.0942 938 9 4 0 9 4 2 944 O.H.W. Line Septic Septic B l d g D e c k Note: Deck location not to scale B l d g D e c k proposed top mound Septic 944.4 proposed top mound Septic 943.1 proposed top mound Septic 940.8 P o r c h F:\survey\johnstons french lake - hennepin\1-1 johnstons french lake - hennepin\01 Surveying - 90348\01 CAD\01 Source\01 Survey Base.dwg Basis for bearings is assumed Surveyors Certificate 000.0 x000.0 Proposed Hardcover Total Lot Lot Area 110,178 sq ft House 3,080 sq ft Existing Garage 1,273 sq ft Existing Shed 136 sq ft Concrete Walk 142 sq ft Concrete pad rear 16 sq ft Deck 582 sq ft Patio including Pool 2,532 sq ft Patio allowance -100 sq ft Tennis Court 7,776 sq ft Shed Deck 129 sq ft Pavers 508 sq ft Deck by Lake 133 sq ft Driveway 5,012 sq ft Total 21,219 sq ft Percentage 19.26% Denotes Wood Hub Set for excavation only Denotes Existing Elevation Denotes Proposed Elevation Denotes Surface Drainage Denotes Iron Monument Denotes Found Iron Monument Denotes Proposed Contours Denotes Existing Contours Drawn By Signed Gregory R. Prasch, Minn. Reg. No. 24992 Scale: 1" = 30' F.B.No. Project No.I certify that this survey, plan, or report was prepared by me or under my direct supervision and that I am a duly Licensed Land Surveyor under the laws of the State of Minnesota rev Address: 7601 73rd Avenue North Minneapolis, Minnesota 55428 (763) 560-3093 DemarcInc.com 90348A 1131-44 Site Plan Survey For: 2245 French Lake Road Orono, MN Surveyed this 10th day of August 2023. LANDSCHUTE GROUP Lot 1, Block 1 JOHNSTON'S FRENCH LAKE Hennepin County, Minnesota Property located in Section 32, Township 117, Range 21, Hennepin County, Minnesota Property Zoned RR-1B, One Family Rural Residential Building Setback Requirements Front = 50 feet Side Interior = 30 feet Side Street = 30 feet Rear = 50 feet OHWL = 150* Wetland = 25 or MCWD Buffer *OHWL setback is determined by the classification of the lake as defined in section 78-1217 and the applied minimum setback from the OHWL as outlined in section 78-1279. Legal Description French Lake Located in Flood Zone "A" per FEMA Map 27053C0304F dated 11/04/2016 05.05.23 wetland 05.22.23 tennis court 07.18.23 wetland delineation Proposed Garage Floor Proposed Basement Floor Type of Building Proposed First Floor Elevation NOTE: Proposed grades are subject to results of soil tests. Proposed building information must be checked with approved building plan and development or grading plan before excavation and construction. Proposed grades shown on this survey are interpolations of proposed contours from the drainage, grading and/or development plans. NOTE: The relationship between proposed floor elevations to be verified by builder. NOTE: The only easements shown are from plats of record or information provided by client. Full Basement Walkout 936.67 945.5 946.69 Setbacks to OHW 2285 French Lake Road = 45.7 feet to Deck 2245 French Lake Road = 109.9 feet to Deck 2195 French Lake Road = 38.2 feet to Deck Average Setback = 64.6 feet 2195 French Lake Road 2285 French Lake Road Cut & Fill Calculations Cut Fill Total Net 668 Cubic Yards 214 Cubic Yards 455 Cut Cubic Yards Disturbed Area = 15,810 Sq. Ft. 08.17.23 Average Lake Shore Setback Line’. Denotes Tree to be Removed 08.22.23 Trees to be removed Proposed Hardcover within 150' setback Area Below Setback 64,958 sq ft Patio/Steps 2,397 sq ft Patio allowance -100 sq ft House 901 sq ft Conc. pad 16 sq ft Driveway 595 sq ft Existing Tennis Court 6,261 sq ft Total 10,070 sq ft Percentage 15.50% 08.30.23 city comments REV DESCRIPTION ISSUE DATE ISSUED FOR 02 8/22/23 Variance Submission All ideas, designs, plans and specifications are the property of The Landschute Group, Inc.  This copyrighted plan is an instrument of service to be used only by Landschute as it constructs the project for its client. Any other use is unauthorized and strictly prohibited (without Landschute’s express written permission) and subject to copyright protection under Section 102 of the Copyright Act, 17 U.S.C., as amended December 1, 1990, known as the Architectural Works Copyright Protection Act of 1990. Protection includes but is not limited to overall form as well as the arrangement of spaces and details of the design.  Under such protection, unauthorized use of these plans, or works resulting from these plans,  can result in the termination and loss of such construction as well as fines up to $100,000 per offense. A0.01 Cover Sheet SHEET NAME SCALE AS INDICATED 202 Water St. #202 Excelsior, MN 55331 (952) 470-7416 Builder License: BC002303 © 2023 ARCHITECT & BUILDER COPYRIGHT NOTICE PROJECT CURRENT REVISIONS ISSUE HISTORY PRINTED DATE: 8/22/23 DRAWN BY: ELH HULL RESIDENCE PROJECT ADDRESS 2245 French Lake Road Orono, MN 55391 New Home CLIENT NAME Leigh and John Hull SHEET INDEX General Drawings Architectural Site Plans Plans - New Construction Elevations A0.01 A0.02 A0.03 AS1.01 AS1.02 A1.01 A1.02 A1.03 A1.04 A2.01 A2.02 Cover Sheet Symbols & General Notes Existing Photos Architectural Site Plan Enlarged Site Analysis Lower Level Plan Main Level Plan Upper Level Plan Roof Plan Exterior Elevations Exterior Elevations PROJECT INFORMATION OCCUPANCY: IRC-1, SINGLE-FAMILY DWELLING ZONING DISTRICT: RR-1B - One Family Rural Residential TOTAL BUILDING AREA FLOOR Lower Level, Finished Area Main Level, Finished Area Second Level, Finished Area AREA 1,144 2,002 1,003 4,149 ft² NOT TO SCALE 1 Exterior Perspective (From Driveway) NOT TO SCALE 2 Exterior Perspective (From Lake) SCALE: 1" = 50' 3 Location Map 0 20'50'100' N REV DESCRIPTION ISSUE DATE ISSUED FOR 02 8/22/23 Variance Submission All ideas, designs, plans and specifications are the property of The Landschute Group, Inc.  This copyrighted plan is an instrument of service to be used only by Landschute as it constructs the project for its client. Any other use is unauthorized and strictly prohibited (without Landschute’s express written permission) and subject to copyright protection under Section 102 of the Copyright Act, 17 U.S.C., as amended December 1, 1990, known as the Architectural Works Copyright Protection Act of 1990. Protection includes but is not limited to overall form as well as the arrangement of spaces and details of the design.  Under such protection, unauthorized use of these plans, or works resulting from these plans,  can result in the termination and loss of such construction as well as fines up to $100,000 per offense. A0.02 Symbols & General Notes SHEET NAME SCALE AS INDICATED 202 Water St. #202 Excelsior, MN 55331 (952) 470-7416 Builder License: BC002303 © 2023 ARCHITECT & BUILDER COPYRIGHT NOTICE PROJECT CURRENT REVISIONS ISSUE HISTORY PRINTED DATE: 8/22/23 DRAWN BY: ELH HULL RESIDENCE PROJECT ADDRESS 2245 French Lake Road Orono, MN 55391 New Home CLIENT NAME Leigh and John Hull CL ABBREVIATIONS SPECIAL SYMBOLS & And @ At x By Centerline ° Degrees ' Feet " Inches % Percent # Pounds/Number +/- Plus or Minus A.B. Anchor Bolt A/C Air Conditioning ADJ. Adjustable AFF Above Finished Floor AFG Above Finished Grade AHJ Authority Having Jurisdiction APPROX. Approximate ARCH. Architectural BD Board B.I. Built-In BIT. Bituminous BLDG Building BLKG Blocking BM Beam B.O.F. Bottom of Footing B.O.W. Bottom of Wall B.W.L. Braced Wall Line CAB Cabinet CANT Cantilevered C.C. Center to Center CL Centerline CIP Cast-In-Place CMU Concrete Masonry Unit CONC Concrete CONT Continuous DBL Double DIM Dimensions DR Door DN Down DW Dishwasher EA Each ELEC Electrical EQ Equal EW Each Way EXC Excavate EXT. Exterior FCO Floor Cleanout FD Floor Drain FDN. Foundation FFE Finished Floor Elevation FG Finished Grade FL Floor Level FRPF Fireproof FT Feet FTG Footing FURN Furnace GYP Gypsum H.B. Hose Bib HVAC Heating, Ventilating, and Air Conditioning JST Joist IBC International Building Code IN Inches INSUL Insulation INT Interior IRC International Residential Code LH Left Hand LSL Laminated Strand Lumber LVL Laminated Veneer Lumber Mech. Mechanical M.O. Masonry Opening MSBC Minnesota State Building Code MSRC Minnesota State Residential Code O.C. On Center PL Property Line PLF Per Lineal Foot P.S.I. Pounds per Square Inch P.T. Pressure Treated R Radius REBAR Reinforcing Bar REFR Refrigerator REINF Reinforced REQD Required RH Right Hand RM Room R.O. Rough Opening SB Steel Beam SC Steel Column SD Smoke Detector SF Square Feet Specs. Specifications SQ Square SL Spring Line SIM. Similar T&G Tongue & Groove T.O.B. Top of Beam T.O.C. Top of Curb T.O.F. Top of Footing T.O.H. Top of Heel T.O.J. Top of Joist T.O.M. Top of Masonry T.O.W. Top of Wall TRTD Treated TYP. Typical U.N.O. Unless Noted Otherwise W/ With W.C. Water Closet (Toilet) W.H. Water Heater W.I.C. Walk-In Closet W/O Without W.S. Water Softener YDS Yards X N X 1 A-101 1 A-101 1 A-101 1 A-101 XX X STORY 0'-0" X STORY 0'-0" SECTION MARKER Sheet Reference Number Drawing Reference Number Sheet Reference Number Drawing Reference Number ELEVATION MARKER DETAIL MARKER Sheet Reference Number Drawing Reference Number REVISION MARKER Revision Number (Refer to Revision Log) LEVEL MARKER Reference Level Elevation (Main Level = 0'-0") WINDOW LABEL Window ID DOOR LABEL NORTH ARROW Nominal Door Slab Width Nominal Door Slab Height JOIST LABEL Joist Type Joist Orientation BEAM LINE Beam Type BEARING POST Bearing Post (Type & Size Varies) CEILING HEIGHT Ceiling Height (Rough Framing) X X X'-X"X'-X"X'-X"X Door ID Direction of True North Joist Spacing ENLARGED PLAN MARKER Sheet Reference Number Drawing Reference Number ELEMENT ABOVE Element Above Floor Plan Cut Plane HIDDEN ELEMENT Hidden Element CUT FILL SYMBOLS COVER FILL SYMBOLS X X X X X X X X SYMBOL KEY MATERIAL LEGEND Concrete Masonry Unit Nonstructural Brick Masonry Nonstructural Stone Masonry Steel Structural Concrete Nonstructural Concrete Plywood Wood Siding or Paneling Wood Flooring Gypsum Board Carpeting Rigid Insulation Spray Foam Insulation Batt Insulation Earth Glulam Shingles (Material & Exposure May Vary) Wood Siding or Paneling (Spacing & Orientation May Vary) Flagstone Brick (Bond May Vary) Board & Batten Fieldstone Limestone - Stacked Limestone - Stacked Concrete Masonry Unit GENERAL NOTES 1. Current International Residential Code (IRC) and Minnesota State Building Code (MSBC) shall govern. All Subcontractors and Vendors herein accept their respective responsibility for compliance. 2. Plans are representational only and are subject to field verification. 3. The Work shall include labor and material, not specifically indicated, which are necessary to complete the job in a manner which is consistent with Landschute standard practices. It is understood that the plans and specifications do not necessarily indicate all Work required for the full performance and completion of the Work. Inconsistencies in the quality or quantity of Work indicated shall be interpreted in accordance with Landschute standard practices and must be addressed prior to execution of the Work. 4. Any request for extra charges shall only be valid if submitted and agreed to prior to the execution of Work. Commencement of Work constitutes acceptance of substrate. All work shall be performed in a neat, craftsman like manner with extra care and consideration given to protecting work already in place. Each party is responsible for repairing its own damage to the job and for removing its own debris to a designated area on the job site. All tradesmen on the job are responsible for knowing and adhering to the above-outlined policies. 5. If Subcontractor / Vendor fails to correct work or persistently fails to carry out work as required, Landschute may, by giving 48 hour notice, terminate the agreement, perform the work itself and deduct the costs from any balance owed to Subcontractor / Vendor. If, during the first year of occupancy, it is necessary for the Subcontractor / Vendor to repair its work as a result of deficiency in labor or material, it shall also repair any subsequent trade's work as to create a finished product. 6. No payment for any subcontract labor shall be made until appropriate Certificates of Insurance, including coverage for both General Liability and Workers' Compensation are provided to and acknowledged by Landschute. 7. Selections for finish materials, fixtures, equipment, and furnishings to be coordinated directly between Client and Landschute. N REV DESCRIPTION ISSUE DATE ISSUED FOR 02 8/22/23 Variance Submission All ideas, designs, plans and specifications are the property of The Landschute Group, Inc.  This copyrighted plan is an instrument of service to be used only by Landschute as it constructs the project for its client. Any other use is unauthorized and strictly prohibited (without Landschute’s express written permission) and subject to copyright protection under Section 102 of the Copyright Act, 17 U.S.C., as amended December 1, 1990, known as the Architectural Works Copyright Protection Act of 1990. Protection includes but is not limited to overall form as well as the arrangement of spaces and details of the design.  Under such protection, unauthorized use of these plans, or works resulting from these plans,  can result in the termination and loss of such construction as well as fines up to $100,000 per offense. A0.03 Existing Photos SHEET NAME SCALE AS INDICATED 202 Water St. #202 Excelsior, MN 55331 (952) 470-7416 Builder License: BC002303 © 2023 ARCHITECT & BUILDER COPYRIGHT NOTICE PROJECT PRINTED DATE: 8/22/23 DRAWN BY: ELH CURRENT REVISIONS ISSUE HISTORY HULL RESIDENCE PROJECT ADDRESS 2245 French Lake Road Orono, MN 55391 New Home CLIENT NAME Leigh and John Hull EXISTING HOUSE FROM STREET (NORTH)EXISTING GARAGE EXISTING WEST FAÇADE EXISTING SOUTH FAÇADE (LAKE SIDE)EXISTING SOUTH FAÇADE REV DESCRIPTION ISSUE DATE ISSUED FOR 02 8/22/23 Variance Submission All ideas, designs, plans and specifications are the property of The Landschute Group, Inc.  This copyrighted plan is an instrument of service to be used only by Landschute as it constructs the project for its client. Any other use is unauthorized and strictly prohibited (without Landschute’s express written permission) and subject to copyright protection under Section 102 of the Copyright Act, 17 U.S.C., as amended December 1, 1990, known as the Architectural Works Copyright Protection Act of 1990. Protection includes but is not limited to overall form as well as the arrangement of spaces and details of the design.  Under such protection, unauthorized use of these plans, or works resulting from these plans,  can result in the termination and loss of such construction as well as fines up to $100,000 per offense. AS1.01 Architectural Site Plan SHEET NAME SCALE AS INDICATED 202 Water St. #202 Excelsior, MN 55331 (952) 470-7416 Builder License: BC002303 © 2023 ARCHITECT & BUILDER COPYRIGHT NOTICE PROJECT CURRENT REVISIONS ISSUE HISTORY PRINTED DATE: 8/22/23 DRAWN BY: ELH HULL RESIDENCE PROJECT ADDRESS 2245 French Lake Road Orono, MN 55391 New Home CLIENT NAME Leigh and John Hull 20' MINIMUM 24.252.424.352.6GarageShed12.612.610.8D e c kS u r v e y - l i n eW O O D E DW O O D E DT R E E L I N E9" CMP934942942944946944942940938936940944940940936934932942946944T i m b e r sG a r d e nC h a i n - L i n k F e n c eF e n c eP o s t / R a i lT i m b e r W a l lN 02°39'46" E 264.94 Meas. 265.00 PlatS 01°50'00" E 210.00S 76°28'48" E 73.9615±44±S 61°00'00" E 45.00S 74°00'00" E 60.00S 82°00'00" E 60.00N 68°00'00" E 50.00N 86°40'00" E 84.22N 73°30'00" E114.69 Meas. 115.00 PlatF r e n c h L a k eOHW = 930.0 (Per MN DNR)As Measured 05/02/2023 = 930.26S h o r e l i n eN 88°06'58" E 169.53 Meas. 170.00 PlatN 66°24'06" E 190.29 Meas. 190.00 Plat555Drainage & Utility Easement28"945.522"945.414"945.8TtpedEElec.Box947.5945.8943.6941.26"940.010"939.1/hse10"938.78"938.710"938.110"937.85" cluster937.8938.4937.6937.7938.9940.4937.0936.9936.7937.324"937.724"938.5935.6cmpinv=935.00cmpinv=935.5814"938.86"938.314"936.86"938.118"938.014"938.35"937.8937.5938.8939.7943.8944.0945.6946.214"944.28"943.86"944.6"944.04"942.614"942.18"942.824"943.814"945.37"943.218"940.118"942.918"944.112"946.07"947.512"944.318"945.7937.0941.1937.1936.812"943.312"942.06"941.36"941.48"941.510"941.818"943.712"943.910"943.95"940.714"940.910"944.310"943.512"943.712"943.18"942.55"940.314"940.010"939.05"939.38"940.68"944.610"945.516"945.48"945.24"944.912"945.08"944.518"944.36"944.4940.112"940.2939.7944.7946.4946.5944.3941.1GGasMeterEElec.Meter940.41329942.9940.0938.218"940.112"940.010"940.7938.6943.0944.4944.3946.2945.5944.9944.3945.5944.7940.934"940.9934.0Septic Inspection Pipe1390941.3940.7945.1940.4939.8939.4937.6941.1943.6945.2944.6940.2931.4Water Elevation930.266"934.212"934.38"939.210"937.718"934.510"933.6931.1931.5931.9930.6931.0931.2930.9931.826"936.1940.0943.1944.1944.9943.6939.4937.2935.4931.1939.3945.6940.2935.9934.5933.0936.3937.9939.7939.4939.5GARAGE FFE = 945.5 NEW RESIDENCE ML FFE = 946.69 LL FFE = 936.67 PATIO COVERED PORCH DRIVEWAY EXIST. RESIDENCE FFE = 947.9 POOL DECK GRADE = 938.0 HOT TUBTOW = 945.0BOW = 942.55940938936GRADE = 945 944GRADE = 939.5LINE OF EXIST. NONCONFORMING STRUCTURE LINE OF EXISTING UPPER PATIO938 5 0 ' S .B .L .30' S.B.L.1 5 0 ' S .B .L .30' S.B.L.WALKOUT GRADE = 938.0 POOLGRADE = 945 TOW = 941.9BOW = 938.0TOW = 944.0BOW = 942.0TOW = 941.6BOW = 938.0EGRESSWELLBOW = 938.0 TOW = 939.5 TENNIS COURT 942940LINE OF EXIST. DRIVEWAY PAVER WALK LINE OF EXISTING LOWER PATIO PATIO CANT. BAY TOE OFSEPTICMOUNDS h o r e l i n eWetlandSITE NOTES 1. Erosion control shall be installed in accordance with requirements of AHJ. 2. Tree removal and replacement to be conducted in accordance with requirements of AJH. 3. Shoring shall be provided as necessary based on site conditions. 4. Grading contours indicated on site plan are to be verified by surveyor. Refer to proposed certificate of survey for proposed certificate of survey for proposed site grading and retaining wall locations. 5. Retaining wall material and detailing to be determined at time of installation. Retaining wall height is not to exceed 4 feet unless engineering is provided. 6. Site stabilization to be 6" sod. 7. Slope final grade from foundation at minimum 2% slope. 8. New plantings to be determined at time of installation. 9. Driveway and sidewalk materials to be determined at time of installation. ZONING DISTRICT: RR-1B - One Family Rural Residential LOT AREA: 105,217 Sq. Ft. LAKE: FRENCH LAKE LAKE CLASSIFICATION: NE - Natural Environment OHWL: 930.0 DEVELOPMENT STANDARDS STREET FRONT SETBACK: 50' LAKE FRONT SETBACK: 150' (unsewered properties) SIDE YARD SETBACK: 30' OHWL SETBACK: 150' WETLAND SETBACK: 25' or to Wetland Buffer IMPERVIOUS SURFACE: 25% (26,304 Sq. Ft.) BUILDING HEIGHT: 30' SITE & ZONING INFORMATION NSCALE: 1" = 20' 1 Architectural Site Plan 0 10'20'40' REV DESCRIPTION ISSUE DATE ISSUED FOR 02 8/22/23 Variance Submission All ideas, designs, plans and specifications are the property of The Landschute Group, Inc.  This copyrighted plan is an instrument of service to be used only by Landschute as it constructs the project for its client. Any other use is unauthorized and strictly prohibited (without Landschute’s express written permission) and subject to copyright protection under Section 102 of the Copyright Act, 17 U.S.C., as amended December 1, 1990, known as the Architectural Works Copyright Protection Act of 1990. Protection includes but is not limited to overall form as well as the arrangement of spaces and details of the design.  Under such protection, unauthorized use of these plans, or works resulting from these plans,  can result in the termination and loss of such construction as well as fines up to $100,000 per offense. AS1.02 Enlarged Site Analysis SHEET NAME SCALE AS INDICATED 202 Water St. #202 Excelsior, MN 55331 (952) 470-7416 Builder License: BC002303 © 2023 ARCHITECT & BUILDER COPYRIGHT NOTICE PROJECT CURRENT REVISIONS ISSUE HISTORY PRINTED DATE: 8/22/23 DRAWN BY: ELH HULL RESIDENCE PROJECT ADDRESS 2245 French Lake Road Orono, MN 55391 New Home CLIENT NAME Leigh and John Hull 20' MINIMUM 24.252.452.6GarageShed12.612.610.8T R E E L I N E94094494094028"945.5938.9940.4939.7944.0945.6946.214"944.28"943.86"944.6"944.04"942.614"942.18"942.812"943.312"942.06"941.36"941.48"941.510"941.818"943.712"943.910"943.95"940.714"940.910"944.310"943.512"943.712"943.18"942.55"940.314"940.010"939.05"939.38"940.68"944.610"945.516"945.48"945.24"944.912"945.08"944.518"944.36"944.4939.7944.7944.3941.1GGasMeter940.4940.934"940.9934.0Septic Inspection Pipe1390940.0943.1944.1944.9943.6939.4939.3945.6940.2935.9934.5939.7939.4939.5GARAGE FFE = 945.5 NEW RESIDENCE ML FFE = 946.69 LL FFE = 936.67 PATIO COVERED PORCH DRIVEWAY EXIST. RESIDENCE FFE = 947.9 POOL DECK GRADE = 938.0 HOT TUBTOW = 945.0BOW = 942.55940938936GRADE = 945 944GRADE = 939.5LINE OF EXIST. NONCONFORMING STRUCTURE LINE OF EXISTING UPPER PATIO938 5 0 ' S .B .L . 1 5 0 ' S .B .L .WALKOUT GRADE = 938.0 POOLGRADE = 945 TOW = 941.9BOW = 938.0TOW = 944.0BOW = 942.0TOW = 941.6BOW = 938.0EGRESSWELLBOW = 938.0 TOW = 939.5942940 LINE OF EXIST. DRIVEWAY PAVER WALK LINE OF EXISTING LOWER PATIO PATIO CANT. BAY TOE OFSEPTICMOUNDNSCALE: 1" = 10' 1 Enlarged Site Analysis 0 5'10'20' NEW STRUCTURE FOOTPRINT OUTSIDE OF EXISTING STRUCTURE FOOTPRINT & OUTSIDE OF ALLOWABLE BUILDING SETBACK NEW PATIO AREA BEYOND EXISTING PATIO & STRUCTURE FOOTPRINT FOOTPRINT OF EXISTING STRUCTURE SITE PLAN LEGEND TOTAL BUILDING AREA FLOOR Lower Level, Finished Area Main Level, Finished Area Second Level, Finished Area AREA 1,144 2,002 1,003 4,149 ft² REV DESCRIPTION ISSUE DATE ISSUED FOR 02 8/22/23 Variance Submission NAll ideas, designs, plans and specifications are the property of The Landschute Group, Inc.  This copyrighted plan is an instrument of service to be used only by Landschute as it constructs the project for its client. Any other use is unauthorized and strictly prohibited (without Landschute’s express written permission) and subject to copyright protection under Section 102 of the Copyright Act, 17 U.S.C., as amended December 1, 1990, known as the Architectural Works Copyright Protection Act of 1990. Protection includes but is not limited to overall form as well as the arrangement of spaces and details of the design.  Under such protection, unauthorized use of these plans, or works resulting from these plans,  can result in the termination and loss of such construction as well as fines up to $100,000 per offense. A1.01 Lower Level Plan SHEET NAME SCALE AS INDICATED CURRENT REVISIONS ISSUE HISTORY 202 Water St. #202 Excelsior, MN 55331 (952) 470-7416 Builder License: BC002303 © 2023 ARCHITECT & BUILDER COPYRIGHT NOTICE PROJECT PRINTED DATE: 8/22/23 DRAWN BY: ELH HULL RESIDENCE PROJECT ADDRESS 2245 French Lake Road Orono, MN 55391 New Home CLIENT NAME Leigh and John Hull123UP3 RISERS (6") W-02 W-03 W-03W-03 6'-8" 2'-6" 6'-8" 2'-4"W-01W-016'-8" 2'-8"6'-8"2'-4"6'-8"3'-0"6'-8" 2'-4"6'-8"2'-8"6'-8"2'-4"36" REFR W/DCANTILEVER ABOVE DECK ABOVE ENTERTAINMENT GUEST ROOM GUEST BATHUNEXCAVATED UNFINISHEDTV CLOSETCLOSET OVEN DW BENCHPOOL POOL DECK HALLWAY OPEN RAIL 3 A3.01 2 A2.012 A2.02 1 A2.02 1 A2.01 1234567UP16 RISERS (7 27/64")W-05W-04W-041 A3.01 1 A3.01 2 A3.01 2 A3.01 FRAMING NOTES GENERAL FRAMING 1. All dimensions are to face of rough framing unless U.N.O. 2. Ceiling heights indicated do not necessarily coincide with wall heights. Refer to sections and structural roof layout for wall framing heights. 3. Refer to steel shop drawings for steel connection details. 4. All steel beams and columns at exterior walls to be held back 2" from exterior of structure to allow for 2" insulation. 5. Refer to shop drawings provided by supplier for all framing, electrical, and mechanical requirements of all specialty equipment, including but not limited to fireplaces and elevators. WALL FRAMING 1. Interior bearing walls to be 2x6 SPF studs @ 16" O.C. w/ double top plate and single bottom plate U.N.O. 2. Lower level bearing walls to be bolted to 4x6 pressure treated lumber flush to concrete floor slab (refer to foundation details). 3. All plates in contact with concrete slabs to be treated lumber. 4. Interior partition walls to be 2x4 SPF studs @ 16" O.C. U.N.O. 5. All window and door headers to be dropped (2) 2x10 SPF U.N.O. 6. All bearing posts to be (2)2x6 U.N.O. 7. Refer to section and detail drawings for exterior sheathing, weatherproofing, and cladding details. 8. Refer to structural for wall bracing design. 9. Allow for 3 1/2" casing at all window and door openings. FLOOR FRAMING 1. Sill plates at foundation walls to be continuous 2x6 pressure treated lumber on sill gasket. 2. Deck framing to be treated SPF U.N.O. 3. Floor and roof framing layouts to be designed and provided by supplier. 4. All beams to be flush U.N.O. 5. Floor assemblies to comply with SMRC R.302.13. 6. All joist hangers mounted on steel beams to be face-mounted.SCALE: 1/4" = 1'-0" 1 Lower Level Plan 0 2'4'8' TOTAL BUILDING AREA FLOOR Lower Level, Finished Area Main Level, Finished Area Second Level, Finished Area AREA 1,144 2,002 1,003 4,149 ft² REV DESCRIPTION ISSUE DATE ISSUED FOR 02 8/22/23 Variance Submission NAll ideas, designs, plans and specifications are the property of The Landschute Group, Inc.  This copyrighted plan is an instrument of service to be used only by Landschute as it constructs the project for its client. Any other use is unauthorized and strictly prohibited (without Landschute’s express written permission) and subject to copyright protection under Section 102 of the Copyright Act, 17 U.S.C., as amended December 1, 1990, known as the Architectural Works Copyright Protection Act of 1990. Protection includes but is not limited to overall form as well as the arrangement of spaces and details of the design.  Under such protection, unauthorized use of these plans, or works resulting from these plans,  can result in the termination and loss of such construction as well as fines up to $100,000 per offense. A1.02 Main Level Plan SHEET NAME SCALE AS INDICATED CURRENT REVISIONS ISSUE HISTORY 202 Water St. #202 Excelsior, MN 55331 (952) 470-7416 Builder License: BC002303 © 2023 ARCHITECT & BUILDER COPYRIGHT NOTICE PROJECT PRINTED DATE: 8/22/23 DRAWN BY: ELH HULL RESIDENCE PROJECT ADDRESS 2245 French Lake Road Orono, MN 55391 New Home CLIENT NAME Leigh and John Hull FRAMING NOTES GENERAL FRAMING 1. All dimensions are to face of rough framing unless U.N.O. 2. Ceiling heights indicated do not necessarily coincide with wall heights. Refer to sections and structural roof layout for wall framing heights. 3. Refer to steel shop drawings for steel connection details. 4. All steel beams and columns at exterior walls to be held back 2" from exterior of structure to allow for 2" insulation. 5. Refer to shop drawings provided by supplier for all framing, electrical, and mechanical requirements of all specialty equipment, including but not limited to fireplaces and elevators. WALL FRAMING 1. Interior bearing walls to be 2x6 SPF studs @ 16" O.C. w/ double top plate and single bottom plate U.N.O. 2. Lower level bearing walls to be bolted to 4x6 pressure treated lumber flush to concrete floor slab (refer to foundation details). 3. All plates in contact with concrete slabs to be treated lumber. 4. Interior partition walls to be 2x4 SPF studs @ 16" O.C. U.N.O. 5. All window and door headers to be dropped (2) 2x10 SPF U.N.O. 6. All bearing posts to be (2)2x6 U.N.O. 7. Refer to section and detail drawings for exterior sheathing, weatherproofing, and cladding details. 8. Refer to structural for wall bracing design. 9. Allow for 3 1/2" casing at all window and door openings. FLOOR FRAMING 1. Sill plates at foundation walls to be continuous 2x6 pressure treated lumber on sill gasket. 2. Deck framing to be treated SPF U.N.O. 3. Floor and roof framing layouts to be designed and provided by supplier. 4. All beams to be flush U.N.O. 5. Floor assemblies to comply with SMRC R.302.13. 6. All joist hangers mounted on steel beams to be face-mounted. DN DNDNW-21 7'-0" 9'-0" 7'-0" 9'-0" 7'-0" 9'-0" W-07 W-07 8'-0" 6'-0" W-18W-18W-18 W-18 W-18 W-20W-20W-20W-12W-13W-13W-11 W-16W-16 W-17 W-15W-156'-8"2'-4"6'-8" 2'-8"6'-8"5'-0"6'-8" 2'-8" 6'-8" 2'-4"6'-8"2'-4"W-10 W-10W-10W-09 6'-8"3'-0"6'-8" 3'-0" W-07 6'-8"2'-8"6'-8"2'-4"6'-8" 2'-8" 6'-8" 3'-0"6'-8"3'-0"W-08 W-19W-196'-8" 2'-6" W-14W-14 W-14 6'-8"2'-4"6'-8" 2'-8" D 48" RANGE42"REFRW 24'-0"6'-0"20'-0"14'-0"5'-0"14'-0"1'-6" 11'-0" 1'-6"12'-0"24'-0"18'-0"32'-0"2'-0"12'-0"10'-0"2'-0"22'-0"39'-6"5'-6"14'-0" 3 A3.01 2 A2.012 A2.02 1 A2.02 1 A2.01 ROOF ABOVE STRUCTURAL BRACKETS WOOD RAILING CEDAR DECKING PAVER STOOP PAVER PATIO REAR FP VENT KITCHEN DINING BACK KITCHEN 3 CAR GARAGE PRIMARY SUITE PRIMARY BATH PRIMARY CLOSET LIVING FOYER LAKE PATIO ENTRY PORCH PWDR LOCKERSBENCH B.I.B.I.LINENDRESSERTV/DISPLAYMUD ROOM/ LAUNDRY DESK OFFICE BACK HALL BOOKSHLEF42" DIRECTVENT FPBRM CLO. BENCHGRILL BENCH(VAULTED) GARAGE HEAT OPEN RAIL OPEN RAIL8' CEILING 9' CEILING 9' CEILING 8'-9" CEILING OPEN RAIL 9' CEILING FLOOR DRAINS 123456UP6'-8"2'-8"DN 14'-7" 1 A3.01 1 A3.01 2 A3.01 2 A3.01PANTRY SCALE: 1/4" = 1'-0" 1 Main Level Plan 0 2'4'8' TOTAL BUILDING AREA FLOOR Lower Level, Finished Area Main Level, Finished Area Second Level, Finished Area AREA 1,144 2,002 1,003 4,149 ft² REV DESCRIPTION ISSUE DATE ISSUED FOR 02 8/22/23 Variance Submission NAll ideas, designs, plans and specifications are the property of The Landschute Group, Inc.  This copyrighted plan is an instrument of service to be used only by Landschute as it constructs the project for its client. Any other use is unauthorized and strictly prohibited (without Landschute’s express written permission) and subject to copyright protection under Section 102 of the Copyright Act, 17 U.S.C., as amended December 1, 1990, known as the Architectural Works Copyright Protection Act of 1990. Protection includes but is not limited to overall form as well as the arrangement of spaces and details of the design.  Under such protection, unauthorized use of these plans, or works resulting from these plans,  can result in the termination and loss of such construction as well as fines up to $100,000 per offense. A1.03 Upper Level Plan SHEET NAME SCALE AS INDICATED CURRENT REVISIONS ISSUE HISTORY 202 Water St. #202 Excelsior, MN 55331 (952) 470-7416 Builder License: BC002303 © 2023 ARCHITECT & BUILDER COPYRIGHT NOTICE PROJECT PRINTED DATE: 8/22/23 DRAWN BY: ELH HULL RESIDENCE PROJECT ADDRESS 2245 French Lake Road Orono, MN 55391 New Home CLIENT NAME Leigh and John Hull FRAMING NOTES GENERAL FRAMING 1. All dimensions are to face of rough framing unless U.N.O. 2. Ceiling heights indicated do not necessarily coincide with wall heights. Refer to sections and structural roof layout for wall framing heights. 3. Refer to steel shop drawings for steel connection details. 4. All steel beams and columns at exterior walls to be held back 2" from exterior of structure to allow for 2" insulation. 5. Refer to shop drawings provided by supplier for all framing, electrical, and mechanical requirements of all specialty equipment, including but not limited to fireplaces and elevators. WALL FRAMING 1. Interior bearing walls to be 2x6 SPF studs @ 16" O.C. w/ double top plate and single bottom plate U.N.O. 2. Lower level bearing walls to be bolted to 4x6 pressure treated lumber flush to concrete floor slab (refer to foundation details). 3. All plates in contact with concrete slabs to be treated lumber. 4. Interior partition walls to be 2x4 SPF studs @ 16" O.C. U.N.O. 5. All window and door headers to be dropped (2) 2x10 SPF U.N.O. 6. All bearing posts to be (2)2x6 U.N.O. 7. Refer to section and detail drawings for exterior sheathing, weatherproofing, and cladding details. 8. Refer to structural for wall bracing design. 9. Allow for 3 1/2" casing at all window and door openings. FLOOR FRAMING 1. Sill plates at foundation walls to be continuous 2x6 pressure treated lumber on sill gasket. 2. Deck framing to be treated SPF U.N.O. 3. Floor and roof framing layouts to be designed and provided by supplier. 4. All beams to be flush U.N.O. 5. Floor assemblies to comply with SMRC R.302.13. 6. All joist hangers mounted on steel beams to be face-mounted.W-28W-23W-24W-246'-8" 2'-4" 6'-8" 2'-6" 6'-8" 2'-6"6'-8"2'-4"6'-8" 2'-6"6'-8"2'-4"6'-8" 2'-4"W-24W-24W-27W-22W-22W-22 W-22 W-22 3 A3.01 2 A2.012 A2.02 1 A2.02 1 A2.01 3'-0"28'-0"3'-0" 34'-0"32'-0"4'-0"26'-0"4'-0" SEE ELEVATIONS FOR GABLE END WINDOW LOCATIONS SEE ROOF PLAN BR #2 BR #3 PLAY ROOM/ SITTING ROOM DESKTV/BOOKCASEBATH #2 CLO. #2 CLO. #3 BATH #3LINENDAYBEDDAYBED BOOKCASEBOOKCASEBOOKCASEBOOKCASELINENLINEN 3'-4" S.L.3'-4" S.L. OPEN RAIL 8' CEILING DNW-26 W-25 W-25W-25W-25 6'-4 5/8" S.L. 5'-9 5/8" S.L. ATTIC ACCESS (PULL-DOWN) 1 A3.01 1 A3.01 2 A3.01 2 A3.01 HATCHED AREA INDICATES MECH. ROOM ABOVE SCALE: 1/4" = 1'-0" 1 Second Level Plan 0 2'4'8' REV DESCRIPTION ISSUE DATE ISSUED FOR 02 8/22/23 Variance Submission All ideas, designs, plans and specifications are the property of The Landschute Group, Inc.  This copyrighted plan is an instrument of service to be used only by Landschute as it constructs the project for its client. Any other use is unauthorized and strictly prohibited (without Landschute’s express written permission) and subject to copyright protection under Section 102 of the Copyright Act, 17 U.S.C., as amended December 1, 1990, known as the Architectural Works Copyright Protection Act of 1990. Protection includes but is not limited to overall form as well as the arrangement of spaces and details of the design.  Under such protection, unauthorized use of these plans, or works resulting from these plans,  can result in the termination and loss of such construction as well as fines up to $100,000 per offense. A1.04 Roof Plan SHEET NAME SCALE AS INDICATED 202 Water St. #202 Excelsior, MN 55331 (952) 470-7416 Builder License: BC002303 © 2023 ARCHITECT & BUILDER COPYRIGHT NOTICE PROJECT CURRENT REVISIONS ISSUE HISTORY PRINTED DATE: 8/22/23 DRAWN BY: ELH HULL RESIDENCE PROJECT ADDRESS 2245 French Lake Road Orono, MN 55391 New Home CLIENT NAME Leigh and John Hull ROOF PLAN NOTES 1. At nominally flat roof-to-wall conditions, adhere EPDM to wall sheathing and extend up wall 2'-0" beneath siding. 2. Penetrations to be flashed per manufacturer requirements. 3. Finish of flashing and drop edge to be determined at time of installation. 4. Roof shingle material and exposure to be determined at time of installation. 5. Gutter locations and selections to be determined at time of installation. ROOF AREA Top Surface Roof - Asphalt Roof - Rubber Area 4,804 243 3 A3.01 2 A2.012 A2.02 1 A2.02 1 A2.01 NOMINALLY FLAT EPDM ROOF PITCH TO PERIMETER AT 1/4":1' ASPHALT SHINGLES 4/12 PITCH 4/12 PITCH 4/12 PITCH 4/12 PITCH 4/12 PITCH 4/12 PITCH 4/12 PITCH 4/12 PITCH 10/12 PITCH 10/12 PITCH 10/12 PITCH10/12 PITCH 10/12 PITCH 10/12 PITCH 4/12 PITCH 1 A3.01 1 A3.01 2 A3.01 2 A3.01 SCALE: 1/4" = 1'-0" 1 Roof Plan 0 2'4'8' REV DESCRIPTION ISSUE DATE ISSUED FOR 02 8/22/23 Variance Submission All ideas, designs, plans and specifications are the property of The Landschute Group, Inc.  This copyrighted plan is an instrument of service to be used only by Landschute as it constructs the project for its client. Any other use is unauthorized and strictly prohibited (without Landschute’s express written permission) and subject to copyright protection under Section 102 of the Copyright Act, 17 U.S.C., as amended December 1, 1990, known as the Architectural Works Copyright Protection Act of 1990. Protection includes but is not limited to overall form as well as the arrangement of spaces and details of the design.  Under such protection, unauthorized use of these plans, or works resulting from these plans,  can result in the termination and loss of such construction as well as fines up to $100,000 per offense. A2.01 Exterior Elevations SHEET NAME SCALE AS INDICATED 202 Water St. #202 Excelsior, MN 55331 (952) 470-7416 Builder License: BC002303 © 2023 ARCHITECT & BUILDER COPYRIGHT NOTICE PROJECT PRINTED DATE: 8/22/23 DRAWN BY: ELH CURRENT REVISIONS ISSUE HISTORY HULL RESIDENCE PROJECT ADDRESS 2245 French Lake Road Orono, MN 55391 New Home CLIENT NAME Leigh and John Hull -9'-10 3/4" -1 Lower Level -9'-10 3/4" -1 Lower Level ±0" 1 Main Level ±0" 1 Main Level +10'-1 3/4" 2 Second Level +10'-1 3/4" 2 Second Level OPTION FOR CHIMNEY HEIGHT OF RIDGE OF EXISTING HOUSE PREMIUM ASPHALT SHINGLES WHITE CLAD WINDOWS MACHINE CUT CEDAR SHINGLE SIDING, STAINED WITH APPROVED FINISH -9'-10 3/4" -1 Lower Level -9'-10 3/4" -1 Lower Level ±0" 1 Main Level ±0" 1 Main Level +10'-1 3/4" 2 Second Level +10'-1 3/4" 2 Second Level FIREPLACE VENT POOL SCALE: 1/4" = 1'-0" 1 South Elevation SCALE: 1/4" = 1'-0" 2 West Elevation REV DESCRIPTION ISSUE DATE ISSUED FOR 02 8/22/23 Variance Submission All ideas, designs, plans and specifications are the property of The Landschute Group, Inc.  This copyrighted plan is an instrument of service to be used only by Landschute as it constructs the project for its client. Any other use is unauthorized and strictly prohibited (without Landschute’s express written permission) and subject to copyright protection under Section 102 of the Copyright Act, 17 U.S.C., as amended December 1, 1990, known as the Architectural Works Copyright Protection Act of 1990. Protection includes but is not limited to overall form as well as the arrangement of spaces and details of the design.  Under such protection, unauthorized use of these plans, or works resulting from these plans,  can result in the termination and loss of such construction as well as fines up to $100,000 per offense. A2.02 Exterior Elevations SHEET NAME SCALE AS INDICATED 202 Water St. #202 Excelsior, MN 55331 (952) 470-7416 Builder License: BC002303 © 2023 ARCHITECT & BUILDER COPYRIGHT NOTICE PROJECT PRINTED DATE: 8/22/23 DRAWN BY: ELH CURRENT REVISIONS ISSUE HISTORY HULL RESIDENCE PROJECT ADDRESS 2245 French Lake Road Orono, MN 55391 New Home CLIENT NAME Leigh and John Hull -9'-10 3/4" -1 Lower Level -9'-10 3/4" -1 Lower Level ±0" 1 Main Level ±0" 1 Main Level +10'-1 3/4" 2 Second Level +10'-1 3/4" 2 Second Level HEIGHT OF RIDGE OF EXISTING HOUSE ±0" 1 Main Level ±0" 1 Main Level +10'-1 3/4" 2 Second Level +10'-1 3/4" 2 Second Level SCALE: 1/4" = 1'-0" 1 North Elevation SCALE: 1/4" = 1'-0" 2 East Elevation