09-18-2023 Planning Commission Packet

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POOL POOLDECK TOTAL BUILDING AREA FLOOR AREA ILower Level, Finished Area I IMain Level, Finished Area 1,144 M1 ARCHITECT & BUILDER © 2023 EAND S VINE • Architects • Builder; • Designers • heal Estate Second Level, Finished Area I 202 Water St. #202 1,003 Excelsior, MN 55331 (952) 470-7416 Builder License: BC002303 4,149 ft2 COPYRIGHT NOTICE 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 $100,000 per offense. PROJECT HULL RESIDENCE New Home CLIENT NAME Leigh and John Hull CIV 1 CK IHII'm IVICIV 1 U U U1 PROJECT ADDRESS I Io 2245 French Lake Road -oz Orono, MN 55391 OPEN RAIL 1 q C9 GUEST 1 M r-4° z'-6° ROOM PRINTED DATE: 8/22/23 A3.01 ° 16 RISE 1 "64" a A3.01 �6-$ HALLWAY 6' 8" 0 VIII; O DRAWN BY: ELH UNEXCAVATED V GUEST BATH 00 /2 C9 C9 VI NQ � N� A2.01 ISSUE HISTORY 2 I I I I 2'-4" v I I I I N O O LOSE CLO O ISSUE DATE ISSUED FOR I II II = U Z ® 02 8/22/23 Variance Submission III III LU V UNFINISHED m G/M II II � LL Ili III I II II II II I III III Iii Illi I III III II II I II II III III I I I a —� ° a s as a s a a a a s P a FRAMING NOTES GENERAL FRAMING 1. All dimensions are to face of rougecessaril h framingunless U.N.O. g g Y 2. Ceiling heights indicated do not ncoincide with wall CURRENT REVISIONS I° _ heights. Refer to sections and structural roof layout for REV DESCRIPTION ------ —------------ --— wall framing heights. b DECK ABOVE 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 2 1 lumber flush to concrete floor slab (refer to foundation details). 3. All plates in contact with concrete slabs to be treated lumber. A3.01 A2.02 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. SCALE AS INDICATED FLOOR FRAMING 1. Sill plates at foundation walls to be continuous 2x6 pressure SHEET NAME treated lumber on sill gasket. 2. Deck framing to be treated SPF U.N.O. Lower Level Plan 3. Floor and roof framing layouts to be designed and provided by Lower Leve I Plan ll 4. All beams to be flush U.N.O. 1 5. Floor assemblies to comply with SMRC R.302.13. A1.01 6. All joist hangers mounted on steel beams to be face -mounted.