Resolution 7414 Variance 2245 French Lake

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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'