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0 <br />co <br />ROOF ABOVE — <br />STRUCTURAL <br />BRACKETS <br />0 <br />cv <br />2*011 <br />PAVER <br />STOOP <br />FLOOR DRAINS <br />3 CAR <br />GARAGE <br />9' CEILING <br />f on <br />Z-8„ <br />I <br />BACK <br />KITCHEN a�3a <br />8' CEILING <br />I <br />B R M 2'-6" <br />C LO. T-8" <br />- - OPENBACK <br />RAIL <br />HALL <br />I� <br />4 � 1 <br />MUD <br />ROOM( <br />r� LAUNDRY <br />w <br />U II � II I <br />0 <br />D W <br />la I <br />BENCH 1. II 1 <br />'W-081 <br />A2.01 <br />20'-0" <br />KITCHEN <br />3'ONVU St <br />W-18' <br />OPEN RAIL <br />A <br />7 <br />PAVER <br />PATIO <br />9' CEILING <br />&1 OPEN RAIL <br />I <br />T-a" <br />61-8" 1 FOYER <br />WOOD RAILING <br />J <br />LAKE PATIO <br />LIVING <br />W-16' <br />6'-8" <br />TOTAL BUILDING AREA <br />FLOOR AREA <br />Lower Levels Finished Area <br />1,144 <br />Main Level, Finished Area <br />2,002 <br />Second Level, Finished Area <br />1,003 <br />4,149 ft2 <br />5-011 /1'-6" 14'-0" <br />REAR FP <br />VENT <br />z'-8° I <br />T-8° <br />Z-0" . 22'-0" 39'-6" — T-6" 14'-0" <br />Main Level Plan <br />SCALE:1A" = 1'-0" <br />0 2' <br />a <br />0 <br />r <br />9 <br />N <br />0 <br />' <br />co <br />ARCHITECT & BUILDER <br />D 2023 <br />I,A_N]D8(C -TTE <br />• An-blerls • Rudder- • Dp_s,i ;ners • heal Etilate <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 8122/23 Variance Submission <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 />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 />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 wails 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.D. <br />Main Level Plan <br />3. Floor and roof framing layouts to be designed and provided <br />n <br />A1.02 <br />by supplier.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 />