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2 <br />A3.01 <br />A2.01 <br />34F-O" <br />TOTAL BUILDING AREA <br />FLOOR AREA <br />Lower Level, Finished Area <br />1,144 <br />Main Level, Finished Area <br />2,002 <br />ARCHITECT & BUILDER <br />C 2023 <br />EANDSUff4UTE <br />• Arch ilecrs • HLIdders • Designers • Real Eslare <br />Second Level, Finished Area 202 Water St. #202 <br />1,003 Excelsior, MN 55331 <br />4,149 ft2 1 (952) 470-7416 <br />Builder License: BCD02303 <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 />SEE ROOF PLAN HATCHED AREA INDICATES III <br />PR JE T ADDRESS <br />MECH. ROOM ABOVE <br />-�2245 French Lake Road <br />A..: <br />Cr.:'E� S a° Orono, MN 55391 <br />II ..� - -- <br />--- -_-A -- - - --- -_- -- - --- ^� - -t t' - 5 <br />1iI�t—_IN—t—N—I <br />PRINTED DATE: $122123 <br />+ � -� <br />I I ! JI 01 <br />_1 I A <br />- - - - . . - - - - - - - - - - - - <br />--� RD13ATII <br />�y des DRAWN BY: ELH <br />fY3 2i_4n I .N..I <br />OPEN RAIL 6, 8n cLo. #3 ISSUE HISTORY <br />2 A2.01 <br />2 <br />A2.02 PLAY ROOM/ - - - ISSUE DATE ISSUED FOR <br />s-a 518' S.L. SITTING ROOM -I - - - - <br />C �F�2 $122123 Variance Submission <br />Second Level Plan <br />SCALE:1/4" = V-0" <br />0 2' 4' 8' <br />W=M9 'W.wW <br />2 1 <br />A3.01 �O2 <br />FRAMING NOTES <br />GENERAL FRAMING <br />CURRENT REVISIONS <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 />REV <br />DESCRIPTION <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 />S. 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 />WALL FRAMING <br />1. Interior bearing walls to be 2x6 SPF studs @ 16" O.C. wl <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 />lumber flush to concrete floor slab (refer to foundation details). <br />3. All plates in contact with concrete slabs to be treated lumber. <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 />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 3 112" casing at all window and door openings. <br />FLOOR FRAMING <br />SCALE AS INDICATED <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 />Lipper Level Plan <br />3. Floor and roof framing layouts to be designed and provided <br />Al .03 <br />by supplier. <br />4. All beams to be flush U.N.O. <br />5. Floor assemblies to comply with SMRC R.302.13. <br />6. All joist hangers mounted on steel beams to be face -mounted. <br />