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1 <br />A3.01 <br />2 <br />A2.01 <br />TOTAL BUILDING AREA <br />FLOOR <br />(Lower Level, Finished Area <br />(Main Level, Finished Area <br />ISecond Level, Finished Area <br />FRAMING NOTES <br />AREA <br />1,144 <br />M1 <br />1,003 <br />4,149 ft2 <br />GENERAL FRAMING <br />1. All dimensions are to face of rough framing unless U.N.O. <br />2. Ceiling heights indicated do not necessarily coincide with wall <br />heights. Refer to sections and structural roof layout for <br />wall framing heights. <br />3. Refer to steel shop drawings for steel connection details. <br />4. All steel beams and columns at exterior walls to be held back <br />2" from exterior of structure to allow for 2" insulation. <br />5. Refer to shop drawings provided by supplier for all framing, <br />electrical, and mechanical requirements of all specialty <br />equipment, including but not limited to fireplaces and elevators. <br />ARCHITECT & BUILDER <br />© 2023 <br />EAND S VINE <br />• Architects • Builders • Designers • heal Estate <br />202 Water St. #202 <br />Excelsior, MN 55331 <br />(952) 470-7416 <br />Builder License: BC002303 <br />COPYRIGHT NOTICE <br />All ideas, designs, plans and specifications are <br />the property of The Landschute Group, Inc. This <br />copyrighted plan is an instrument of service to <br />be used only by Landschute as it constructs the <br />project for its client. Any other use is <br />unauthorized and strictly prohibited (without <br />Landschute's express written permission) and <br />subject to copyright protection under Section <br />102 of the Copyright Act, 17 U.S.C., as <br />amended December 1, 1990, known as the <br />Architectural Works Copyright Protection Act of <br />1990. Protection includes but is not limited to <br />overall form as well as the arrangement of <br />spaces and details of the design. Under such <br />protection, unauthorized use of these plans, or <br />works resulting from these plans, can result in <br />the termination and loss of such construction as <br />well as fines up to $100,000 per offense. <br />PROJECT <br />HULL RESIDENCE <br />New Home <br />CLIENT NAME <br />Leigh and John Hull <br />PROJECT ADDRESS <br />2245 French Lake Road <br />Orono, MN 55391 <br />PRINTED DATE: 8/22/23 <br />DRAWN BY: ELH <br />ISSUE HISTORY <br />ISSUE DATE ISSUED FOR <br />02 8/22/23 Variance Submission <br />CURRENT REVISIONS <br />REV I DESCRIPTION <br />U UWALL <br />FRAMING <br />1. Interior bearing walls to be 2x6 SPF studs @ 16" O.C. w/ <br />w-11 <br />double top plate and single bottom plate U.N.O. <br />2. Lower level bearing walls to be bolted to 4x6 pressure treated <br />2 1 <br />lumber flush to concrete floor slab (refer to foundation details). <br />3. All plates in contact with concrete slabs to be treated lumber. <br />A3.01 A2.02 <br />4. Interior partition walls to be 2x4 SPF studs @ 16" O.C. U.N.O. <br />5. All window and door headers to be dropped (2) 2x10 SPF <br />U.N.O. <br />2'-0" <br />22'-0" <br />39'-6" 5'-6" <br />14'-0" 7 <br />L <br />6. All bearing posts to be (2)2x6 U.N.O. <br />7. Refer to section and detail drawings for exterior sheathing, <br />weatherproofing, and cladding details. <br />8. Refer to structural for wall bracing design. <br />9. Allow for 3 1/2" casing at all window and door openings. <br />SCALE AS INDICATED <br />FLOOR FRAMING <br />1. Sill plates at foundation walls to be continuous 2x6 pressure <br />SHEET NAME <br />treated lumber on sill gasket. <br />2. Deck framing to be treated SPF U.N.O. <br />Main Level Plan <br />3. Floor and roof framing layouts to be designed and provided <br />Main <br />Level <br />Plan <br />by <br />4. All beamlls to be flush U.N.O. <br />5. Floor to SMRC R.302.13. <br />A1.02 <br />assemblies comply with <br />SCALE: 1/4" = V-0° ° 2 4 $ <br />6. All joist hangers mounted on steel beams to be face -mounted. <br />