HomeMy WebLinkAboutResolution 7618 Variance Addition 650 Brown Rd N i
LAND TYPE Torrens (T)
DOC NUM 6158528
Certified, filed and/or recorded on
Sep 16, 2025 8:05 AM
Office of the Registrar of Titles
Hennepin County, Minnesota
Amber Bougie, Registrar of Titles
Daniel Rogan, County Auditor and Treasurer
Deputy 122 Pkg ID 2827070E
Document Recording Fee $46.00
Document Total $46.00
Existing Certs
1072418
This cover sheet is now a permanent part of the recorded document.
STATE OF MINNESOTA )
COUNTY OF HENNEPIN ) ss
CITY OF ORONO )
I certify the foregoing are the original resolutions adopted by the City Council on September 8, 2025.
Officially signed as City Clerk of Orono, Minnesota and the seal of the city.
stine Lusi , City Clerk
cvk
y,.
� 7
AzL0A/- CITY NO. 7 OF618 ORONO
RESOLUTION OF THE CITY COUNCIL
LAKES H O‘'.-�
A RESOLUTION
APPROVING A VARIANCE FROM
MUNICIPAL ZONING CODE
SECTION 6.12.6240
FILE NO. LA25-000031
WHEREAS, on July 10, 2025, Warren Garrett (hereinafter the "Owner"), applied for
a variance from the City Code for the property addressed 650 Brown Road North, Orono and
legally described as:
That part of Government Lot 1, Section 34, Township 118 North, Range 23 West
of the 5th Principal Meridian lying South of a line drawn East at right angles to the West
line of said Government Lot 1 from a point thereon distant 1,170.7 feet South along said
West line from the Northwest corner of said Government Lot 1, Except that part lying
easterly of the Northeasterly extension of the Northwesterly line of Block 8, Town of Long
Lake, according to the United Stated Government Survey thereof, Hennepin County, State
of Minnesota (hereinafter the "Property");
WHEREAS, the Owner has made application to the City of Orono for a variance
from Orono Municipal Zoning Code Section 6.12.6240 for a 130-square-foot addition to the
primary residence 12.7 feet lakeward of the average lakeshore setback line; and
WHEREAS, on August 18, 2025, after published and mailed notice in accordance
with Minnesota Statutes and the City Code, the Planning Commission held a public hearing, at
which time all persons desiring to be heard concerning this application were given the opportunity
to speak thereon; and
WHEREAS, on August 18, 2025, the Planning Commission voted 6 to 0 in favor of
a motion to recommend approval of the variance as recommended by staff; and
WHEREAS, on September 8, 2025, the City Council reviewed the application and
the recommendations of the Planning Commission and City staff; and
NOW,THEREFORE, BE IT RESOLVED that the City Council of Orono, Minnesota
hereby approves the requested variance as described above based on one or more of the
following findings of fact concerning the Property:
,WAiO CITY OF ORONO
RESOLUTION OF THE CITY COUNCIL
�e NO. 7618
t�kESH0r�
FINDINGS OF FACT:
Al. This application was reviewed as Zoning File LA25-000031. The analysis contained within
staff memos and the exhibits attached to the aforesaid memos, all minutes from the above-
mentioned meetings, and any and all other materials distributed at these meetings are
hereby incorporated by reference.
A2. The Property is located in the LR-1A, One-Family Lakeshore Residential Zoning District.
A3. The Property is within Tier 1 and hardcover is limited to 25% according to the Stormwater
Quality Overlay District, and the Applicant is proposing 19.13% hardcover, where 25% is
allowed, with this project.
A4. The Applicant applied for average lakeshore setback variance for the proposed project.
A5. In considering this application for a variance, the Council has considered the advice and
recommendation of the Planning Commission and the effect of the proposed variances
upon the health, safety and welfare of the community, existing and anticipated traffic
conditions, light and air, danger of fire, risk to the public safety, and the effect on values
of property in the surrounding area.
VARIANCE ANALYSIS:
B1. Variances shall only be permitted when they are in harmony with the general purposes
and intent of the ordinance; the addition is proposed in a location where lake views will
not be impacted; and
B2. Variances shall only be permitted when consistent with the comprehensive plan; a
variance to add to an existing single-family residential home is consistent with the plan;
and
B3. Variances may be granted when the Applicant for the variance establishes that there are
practical difficulties in complying with the zoning ordinance. `Practical difficulties,' as used in
connection with the granting of a variance, means that:
a. The property owner in question proposes to use the property in a reasonable manner,
however, the proposed use is not permitted by the official controls; the Owner
proposes a reasonable addition that does not impact lake views; and
b. The plight of the landowner is due to circumstances unique to his property not created
by the landowner; the existing residence was built before the homes adjacent to it,
2
ic%.OA4O CITY OF ORONO
RESOLUTION OF THE CITY COUNCIL
1.
e NO. 7618
rA'ESH0��
creating a practical difficulty for the Owner as it is now within the average lakeshore
setback defined by the newer homes; and
c. The variance, if granted, will not alter the essential character of the locality; the
proposed home addition would not impact the neighbors' views of the lake
whatsoever, nor substantially encroach into the lakeshore setback, and will fit the
character of the area.
B4. Economic considerations alone do not constitute practical difficulties; economic
considerations have not been a factor in the variance approval determination; and
B5. Practical difficulties also include but are not limited to inadequate access to direct sunlight for
solar energy systems. Variances shall be granted for earth-sheltered construction as defined
in Minn. Stat. § 216C.06, subd. 2, when in harmony with Orono City Code Chapter 78; this
condition is not applicable; and
B6. The board or the council may not permit as a variance any use that is not permitted under
Orono City Code Chapter 78 for property in the zone where the affected person's land is
located; this condition is not applicable; and
B7. The board or council may permit as a variance the temporary use of a one-family dwelling
as a two-family dwelling; this condition is not applicable; and
B8. The special conditions applying to the structure or land in question are peculiar to such
property or immediately adjoining property; the addition is proposed in a portion of the house
where the townhomes to the south will not see it, and where existing portions of the house
will screen the addition from the northern property, not impacting their views of the lake; and
B9. The conditions do not apply generally to other land or structures in the district in which the
land is located; based on the timing of development in the area, the adjacent residence to
the north was constructed to meet the average lakeshore setback, but created a new average
lakeshore setback line bisecting the Owner's home; and
B10. The granting of the application is necessary for the preservation and enjoyment of a
substantial property right of the Applicant; granting the variance is necessary to preserve
the Owner's right to improve their home, especially as the lake views from neighboring will
not be impacted by the home addition that is approximately 290 feet from the lakeshore;
and
B11. The granting of the proposed variance will not in any way impair health, safety, comfort or
morals, or in any other respect be contrary to the intent of this chapter; granting a variance
3
�O�O CITY OF ORONO
RESOLUTION OF THE CITY COUNCIL
�� �� NO. 7618
``IKESHOQ`cc'
would not be contrary to the intent of the average lakeshore setback to protect the lakeviews
of adjacent owners; and
B12. The granting of such variance will not merely serve as a convenience to the Applicant, but is
necessary to alleviate demonstrable difficulty; the home addition is in a reasonable location
that happens to be lakeward of the average lakeshore setback. Given the distance from
the home to the lake, the lake views that the setback is designed to protect are not
impacted by the proposal.
CONCLUSIONS, ORDER AND CONDITIONS:
Based upon one or more of the above findings, the Orono City Council hereby grants a
variance from Orono Municipal Zoning Code Section 6.12.6240 for a 130-square-foot addition to
the primary residence 12.7 feet lakeward of the average lakeshore setback, subject to the
following conditions:
1. Council approval is based on the entire record, above Findings.
2. The approved project shall conform to the construction plans and survey submitted by the
Applicant, attached to this Resolution as Exhibit A.
3. Any amendments to the plans which are not in conformity with City codes may require
further Planning Commission and City Council review.
4. Authorities granted by this resolution run with the Property not with the Owners, but are
permissive only and must be exercised by obtaining a permit for the building addition and
commencing construction of said project. A framing inspection must be completed within
one year of the date of Council approval, or the variance will expire on that date
(September 8, 2026).
5. Violation of or non-compliance with any of the terms and conditions of this resolution may
result in the termination of any authority granted herein.
ADOPTED by the Orono City Council on this 8th day of September, 2025.
ATTES : CITY OF ORONO:
Chris ' an, Cit k Bob Tunheim, Mayor
4
01
Project Number:
Drawn By:
Date of Issue:
Project Architect:the GARRETTaddition + remodel2410
Dan Wallace
Dan Wallace
wallace
ARCHITECTURE, PLLC
311 Third Street
Excelsior, MN 55331
952.913.9641
These documents are instruments of
service, and, as such, remain the
property of wallace ARCHITECTURE,
pllc. Use or publication of these
documents requires written approval
from wallace ARCHITECTURE, pllc.
SD.1 - 12 Dec 2024650 N. Brown RoadLong Lake, MN 55356DD.1 - 18 Dec 2024
21 Jan 2025
BID.1 - 25 Jan 2025
BEDROOM
MECHANICAL
SUMP
PITELECT.PANELEXISTING CLOSET WALLS AND
HARDWARE TO BE REMOVED
EXISTING DOOR
TO BE REMOVED
AND JAMB CUT TO
APPROPRIATE DEPTH
FOR REINSTALLATION
GENERAL NOTES:
01. FIELD VERIFY EXISTING DIMENSIONS RELEVANT TO REMODEL PRIOR TO CONSTRUCTION. CONTACT ARCHITECT WITH ANY
DISCREPANCIES AND/OR QUESTIONS PRIOR TO CONSTRUCTION.
02. FIELD VERIFY ALL EXISTING ELECTRICAL, MECHANICAL, AND/OR PLUMBING CONDITIONS RELEVANT TO REMODEL PRIOR TO
CONSTRUCTION.
03. DO NOT SCALE DIMENSIONS OFF OF DRAWINGS FOR CONSTRUCTION. CONTACT ARCHITECT WITH ANY QUESTIONS ON DIMENSIONS
PRIOR TO CONSTRUCTION.
04. FIELD VERIFY ALL EXISTING LOAD BEARING CONDITIONS PRIOR TO DEMOLITION. BRACE AND SUPPORT ALL EXISTING CONDITIONS TO
REMAIN AS REQUIRED DURING DEMOLITION AND THROUGHOUT CONSTRUCTION.
WALL KEY
EXISTING WALL TO REMAIN =
EXISTING WALL TO BE REMOVED =
EXISTING SLAB TO BE REMOVED
AS REQ. FOR NEW PLUMBING
EXISTING RIM AND CORNER WALLS
TO BE REMOVED AS REQ.
FOR NEW BEAM POCKETS AND POSTS,
FIELD VERIFY
SCALE: 1/4" = 1'-0"
1 PLAN - lower level existing + demolition
01
02
Project Number:
Drawn By:
Date of Issue:
Project Architect:the GARRETTaddition + remodel2410
Dan Wallace
Dan Wallace
wallace
ARCHITECTURE, PLLC
311 Third Street
Excelsior, MN 55331
952.913.9641
These documents are instruments of
service, and, as such, remain the
property of wallace ARCHITECTURE,
pllc. Use or publication of these
documents requires written approval
from wallace ARCHITECTURE, pllc.
SD.1 - 12 Dec 2024650 N. Brown RoadLong Lake, MN 55356DD.1 - 18 Dec 2024
21 Jan 2025
BID.1 - 25 Jan 2025
BEDROOM
GENERAL NOTES:
01. FIELD VERIFY EXISTING DIMENSIONS RELEVANT TO REMODEL PRIOR TO CONSTRUCTION. CONTACT ARCHITECT WITH ANY
DISCREPANCIES AND/OR QUESTIONS PRIOR TO CONSTRUCTION.
02. FIELD VERIFY ALL EXISTING ELECTRICAL, MECHANICAL, AND/OR PLUMBING CONDITIONS RELEVANT TO REMODEL PRIOR TO
CONSTRUCTION.
03. DO NOT SCALE DIMENSIONS OFF OF DRAWINGS FOR CONSTRUCTION. CONTACT ARCHITECT WITH ANY QUESTIONS ON DIMENSIONS
PRIOR TO CONSTRUCTION.
04. FIELD VERIFY ALL EXISTING LOAD BEARING CONDITIONS PRIOR TO DEMOLITION. BRACE AND SUPPORT ALL EXISTING CONDITIONS TO
REMAIN AS REQUIRED DURING DEMOLITION AND THROUGHOUT CONSTRUCTION.
WALL KEY
EXISTING WALL TO REMAIN =
EXISTING WALL TO BE REMOVED =
EXISTING WALL TO BE
REMOVED FOR ADDITION
EXISTING WINDOWS
TO BE REMOVED/RECYCLED
EXISTINGWDW. TO BEREMOVEDDOORS + CLOSETHARDWARETO BE REMOVEDALL PLUMBING AND
BATHROOM FINISHES
TO BE REMOVED
DOORS TO BE
REMOVED
CABINETTO BEREMOVEDEXISTING WALL TO BEREMOVED AS REQ.,FIELD VERIFY LOAD-BEARING,VERIFY w/ ARCHITECT @ DEMO.RAILING TO BE REMOVED
AS REQ. FOR NEW WALLS
DOORS AND CABINET HARDWARE
TO BE REMOVED
SCALE: 1/4" = 1'-0"
1 PLAN - main level existing + demolition
02
03
Project Number:
Drawn By:
Date of Issue:
Project Architect:the GARRETTaddition + remodel2410
Dan Wallace
Dan Wallace
wallace
ARCHITECTURE, PLLC
311 Third Street
Excelsior, MN 55331
952.913.9641
These documents are instruments of
service, and, as such, remain the
property of wallace ARCHITECTURE,
pllc. Use or publication of these
documents requires written approval
from wallace ARCHITECTURE, pllc.
SD.1 - 12 Dec 2024650 N. Brown RoadLong Lake, MN 55356DD.1 - 18 Dec 2024
21 Jan 2025
BID.1 - 25 Jan 20253 1/2"2'-0 1/2"3 1/2"
EQ.EQ.
3'-2 1/2"
1'-4", VERIFY 4"BEDROOM
BATH
3' x 3'
SHOWER
UNIT
FIELD VERIFY
MECHANICAL/SOFFIT
REQUIREMENTS
2 - 1'-6"
4'-0"SLIDINGDOORGENERAL NOTES:
01. FIELD VERIFY EXISTING DIMENSIONS RELEVANT TO REMODEL PRIOR TO CONSTRUCTION. CONTACT ARCHITECT WITH ANY DISCREPANCIES
AND/OR QUESTIONS PRIOR TO CONSTRUCTION.
02. FIELD VERIFY ALL EXISTING ELECTRICAL, MECHANICAL, AND/OR PLUMBING CONDITIONS RELEVANT TO REMODEL PRIOR TO CONSTRUCTION.
03. DO NOT SCALE DIMENSIONS OFF OF DRAWINGS FOR CONSTRUCTION. CONTACT ARCHITECT WITH ANY QUESTIONS ON DIMENSIONS PRIOR
TO CONSTRUCTION.
04. FIELD VERIFY ALL EXISTING LOAD BEARING CONDITIONS PRIOR TO DEMOLITION. BRACE AND SUPPORT ALL EXISTING CONDITIONS TO
REMAIN AS REQUIRED DURING DEMOLITION AND THROUGHOUT CONSTRUCTION.
05. ALL CABINETRY, COUNTERTOPS, PLUMBING FIXTURES, AND FINISHES TO BE DETERMINED. PROVIDE ALLOWANCES AS REQUIRED FOR BID.
06. NEW SLIDING DOOR HARDWARE TO BE DETERMINED.
07. NEW INTERIOR DOORS, DOOR HARDWARE, AND CASING/TRIM TO MATCH EXISTING.
WALL KEY
EXISTING WALL TO REMAIN =
NEW WOOD STUD WALL =FIELD VERIFY MECHANICAL/SOFFITREQUIREMENTS FOR ADDITION ABOVEADDITION ABOVE
EXIST.
WALL
FIN.
VERIFY w/
SHOWER UNIT
SELECTED
R.O.
VERIFY CLOSET
STORAGE w/ OWNER
24"36"16"
MOVABLE LINEN CABINET FOR MECHANICAL ROOM ACCESS,
VERIFY OPTIONS w/ OWNER
REINSTALLED
EXISTING DOOR
SUMP
PITELECT.PANEL1
08
SCALE: 1/4" = 1'-0"
1 PLAN - lower level addition + remodel
03
04
Project Number:
Drawn By:
Date of Issue:
Project Architect:the GARRETTaddition + remodel2410
Dan Wallace
Dan Wallace
wallace
ARCHITECTURE, PLLC
311 Third Street
Excelsior, MN 55331
952.913.9641
These documents are instruments of
service, and, as such, remain the
property of wallace ARCHITECTURE,
pllc. Use or publication of these
documents requires written approval
from wallace ARCHITECTURE, pllc.
SD.1 - 12 Dec 2024650 N. Brown RoadLong Lake, MN 55356DD.1 - 18 Dec 2024
21 Jan 2025
BID.1 - 25 Jan 2025
2 x 10 FLOOR JOISTS @ 16" o.c.
w/ LUS210 HANGERS E.E.3 - 1 3/4" x 9 1/4"LVL BEAM, FLUSH6 x 6 TREATED POST,
LCE4Z CAP EACH FACE,
MSTA18Z VERT. STRAP, ABU66Z BASE
w/ 5/8" x 6" SIMPSON TITEN,
12"⍉ x 60" CONC. PIER w/ 1 - #4 VERT.
REBAR, 24"⍉ BOT. BELL w/ COMPACTED
GRANULAR BACKFILL AND COMPACTED
BASE OF EXCAVATION
GENERAL NOTES:
01. FIELD VERIFY EXISTING DIMENSIONS RELEVANT TO REMODEL PRIOR TO CONSTRUCTION. CONTACT ARCHITECT WITH ANY DISCREPANCIES
AND/OR QUESTIONS PRIOR TO CONSTRUCTION.
02. FIELD VERIFY ALL EXISTING ELECTRICAL, MECHANICAL, AND/OR PLUMBING CONDITIONS RELEVANT TO REMODEL PRIOR TO CONSTRUCTION.
03. DO NOT SCALE DIMENSIONS OFF OF DRAWINGS FOR CONSTRUCTION. CONTACT ARCHITECT WITH ANY QUESTIONS ON DIMENSIONS PRIOR
TO CONSTRUCTION.
04. FIELD VERIFY ALL EXISTING LOAD BEARING CONDITIONS PRIOR TO DEMOLITION. BRACE AND SUPPORT ALL EXISTING CONDITIONS TO
REMAIN AS REQUIRED DURING DEMOLITION AND THROUGHOUT CONSTRUCTION.BLOCK SOLID BELOWPOST ABOVE,IF NEEDEDEXISTING FLOOR JOISTS ASSUMED,
FIELD VERIFY AS REQ.
2 x 10 LEDGER w/ 3 - ROWS 1/4" x 3 1/2" SDS SCREWS @ 16" o.c. TO EXISTING 2 x 10 RIM,
REMOVE BUILT-RITE SHEATHING IF EXISTS AND REPLACE w/ 3/4" PLY. GLUED + NAILED TO FRAMING
POCKET BEAMS INTO WALL, BEAR 3" ONTO WALL PLATE
ONTO 2 - 2 x 6 STUDS, ATTACH TO PLATE w/ 4 - 1/4" x 3 1/2" SDS TOE-SCREWS,
ATTACH TO RIM w/ LSTA12 HORIZ. STRAP AND LSTA18 VERT. STRAP TO POST
2 x 10 LEDGER w/ 2 - ROWS 1/4" x 3 1/2"
SDS SCREWS @ 16" o.c. TO EXISTING 2 x 10 RIM
3 - 1 3/4" x 9 1/4" LVL BEAM, FLUSH,
HUC610 HANGER MAX w/ #10 x 2 1/2"
SD SCREWS @ INT. F.O. BEAM
1
08
SCALE: 1/4" = 1'-0"
1 PLAN - main level framing addition + remodel
04
05
Project Number:
Drawn By:
Date of Issue:
Project Architect:the GARRETTaddition + remodel2410
Dan Wallace
Dan Wallace
wallace
ARCHITECTURE, PLLC
311 Third Street
Excelsior, MN 55331
952.913.9641
These documents are instruments of
service, and, as such, remain the
property of wallace ARCHITECTURE,
pllc. Use or publication of these
documents requires written approval
from wallace ARCHITECTURE, pllc.
SD.1 - 12 Dec 2024650 N. Brown RoadLong Lake, MN 55356DD.1 - 18 Dec 2024
21 Jan 2025
BID.1 - 25 Jan 2025
EQUAL EQUAL
7'-5"5 1/2"5 1/2"1'-0"2'-5"3 1/2"6 1/2"2'-5"13'-2 1/2"3 1/2"4'-4"
15"
3 1/2"6'-4"
3 1/2"3 1/2"3'-8"EQ.EQ.3'-8"3 1/2"
EQ.EQ.
EQ.EQ.5 1/4"2'-10 1/2"EQ.EQ.BEDROOM
SHOWER
VACUUM
LINEN
CABINETSHELVESLAUNDRY
CLOSET
DOWN2'-8"BATH
2'-8"BUILT-IN2'-8"
POCKET
2'-6"POCKET2'-6"POCKETUCAP
4056
UCA2848EGRESSUAWN2820IN EXIST.OPENING,FRAME R.O.UP AS REQ.WASHERDRYERUAWN2820
UPPER CABINETDRESSERFOLDINGCOUNTER 2'-0"BENCHLINEN,
CNTR.2'-6"UCA
2456
UCA
2456
UCA2848EGRESSGENERAL NOTES:
01. FIELD VERIFY EXISTING DIMENSIONS RELEVANT TO REMODEL PRIOR TO CONSTRUCTION. CONTACT ARCHITECT WITH ANY
DISCREPANCIES AND/OR QUESTIONS PRIOR TO CONSTRUCTION.
02. FIELD VERIFY ALL EXISTING ELECTRICAL, MECHANICAL, AND/OR PLUMBING CONDITIONS RELEVANT TO REMODEL PRIOR TO
CONSTRUCTION.
03. DO NOT SCALE DIMENSIONS OFF OF DRAWINGS FOR CONSTRUCTION. CONTACT ARCHITECT WITH ANY QUESTIONS ON DIMENSIONS
PRIOR TO CONSTRUCTION.
04. FIELD VERIFY ALL EXISTING LOAD BEARING CONDITIONS PRIOR TO DEMOLITION. BRACE AND SUPPORT ALL EXISTING CONDITIONS
TO REMAIN AS REQUIRED DURING DEMOLITION AND THROUGHOUT CONSTRUCTION.
05. ALL NEW WINDOWS SPECIFIED FROM MARVIN ULTIMATE. TEMPERED GLASS AND FALL PROTECTION PER CODE REQUIREMENTS.
DETAILS TO MATCH EXISTING WINDOWS. CONTACT ARCHITECT WITH QUESTIONS.
06. ALL CABINETRY, COUNTERTOPS, PLUMBING FIXTURES, AND FINISHES TO BE DETERMINED. PROVIDE ALLOWANCES AS REQUIRED
FOR BID.
07. NEW INTERIOR DOORS, DOOR HARDWARE, AND CASING/TRIM TO MATCH EXISTING.
WALL KEY
EXISTING WALL TO REMAIN =
NEW WOOD STUD WALL =INT. F.O.WALL FIN.INT. F.O.WALL FIN.CNTR.R.O.
ALIGN EXT. F.O.
NEW SHEATHING
w/ EXT. F.O.
EXISTING SHEATHING
1
08
ALIGN EXT. F.O.NEW SHEATHINGw/ EXT. F.O. EXIST.SHEATHINGR.O.16"R.O.CLOTHESHANGINGCLOTHES HANGING2'-8"
VELUX RIGID SUN TUNNEL SKYLIGHT,
OR APPROVED EQ., CENTER ON DOORWAYS AND WALL
FILL WALL AS REQ. TO REMOVE CORNER
VELUX RIGID SUN TUNNEL SKYLIGHT,
OR APPROVED EQ., CENTER IN ROOM
SLOPED CEILING UNDER BENCH FOR HEAD HEIGHT CLEARANCE @ STAIRWAY
AS REQ., CONTACT ARCHITECT FOR DETAIL AS REQ.
VELUX RIGID SUN TUNNEL SKYLIGHT,
OR APPROVED EQ., CENTER ON VANITY AND DOORWAY
NEW 2 x WALL AS REQ.
TO ALIGN FIN. EACH SIDE
VELUX RIGID SUN TUNNEL SKYLIGHT,
OR APPROVED EQ., CENTER IN ROOM
STUD TO STUD
FIN.
ALIGN
ALIGN
ALIGN30" FIN.24"18"16"12"
STUD TO STUD
FIN.20"CENTER SINK
AND WINDOW
CENTER
DOOR
24"CENTER DOORSTUD TOSTUDR.O.12'-0"16"
SCALE: 1/4" = 1'-0"
1 PLAN - main level addition + remodel
05
06
Project Number:
Drawn By:
Date of Issue:
Project Architect:the GARRETTaddition + remodel2410
Dan Wallace
Dan Wallace
wallace
ARCHITECTURE, PLLC
311 Third Street
Excelsior, MN 55331
952.913.9641
These documents are instruments of
service, and, as such, remain the
property of wallace ARCHITECTURE,
pllc. Use or publication of these
documents requires written approval
from wallace ARCHITECTURE, pllc.
SD.1 - 12 Dec 2024650 N. Brown RoadLong Lake, MN 55356DD.1 - 18 Dec 2024
21 Jan 2025
BID.1 - 25 Jan 2025ADDITIONNEW MONO-ROOF TRUSSES @ 24" o.c.;
ROOF PITCH, HEEL HGT.,
OVERHANG TO MATCH EXISTING,
LAP w/ EXISTING TRUSS OVERHANG
AND ATTACH TRUSS TO TRUSS w/
2 - 1/4" X 3 1/2" SDS SCREWS
@ TOP CHORD, ATTACH TRUSS TO
NEW WALL PLATE w/ H2.5A TIE,
HANG @ LEDGER w/ LUS210
2 - 2 x 6HEADEREXISTINGHEADER2 - 2 x 6HEADER2 - 2 x 6HEADEREXISTING ROOF STRUCTURE AND EXTERIOR LOAD-BEARING WALLASSUMED AND TO REMAINNEW WALL PLATE HEIGHTTO MATCH EXISTING2 - 2 x 8 HEADER
PROVIDE ROOF TRUSS RAKE WALL BRACES,
SEE DETAIL 1/09
GENERAL NOTES:
01. FIELD VERIFY EXISTING DIMENSIONS RELEVANT TO REMODEL PRIOR TO CONSTRUCTION. CONTACT ARCHITECT WITH ANY
DISCREPANCIES AND/OR QUESTIONS PRIOR TO CONSTRUCTION.
02. FIELD VERIFY ALL EXISTING ELECTRICAL, MECHANICAL, AND/OR PLUMBING CONDITIONS RELEVANT TO REMODEL PRIOR TO
CONSTRUCTION.
03. DO NOT SCALE DIMENSIONS OFF OF DRAWINGS FOR CONSTRUCTION. CONTACT ARCHITECT WITH ANY QUESTIONS ON DIMENSIONS
PRIOR TO CONSTRUCTION.
04. FIELD VERIFY ALL EXISTING LOAD BEARING CONDITIONS PRIOR TO DEMOLITION. BRACE AND SUPPORT ALL EXISTING CONDITIONS TO
REMAIN AS REQUIRED DURING DEMOLITION AND THROUGHOUT CONSTRUCTION.
05. SEE ATTACHED STRUCTURAL LETTER FOR MORE INFORMATION.
06. ATTACH ALL TRUSS/RAFTER ENDS WITH SIMPSON 1/4" x 6" SDS SCREWS AT ALL TOP WALL PLATES UP INTO FRAMING.
07. USE 1/2" PLYWOOD SHEATHING. NAIL WITH 8d AT 4" ON CENTER.
08. PROVIDE MINIMUM 1 - 2 x TRIMMER STUD AND 1 - 2 x KING STUD UNLESS NOTED OTHERWISE.
09. BLOCK SOLID BELOW ALL POSTS TO FOUNDATION.
10. BEAR FULL WIDTH OF ALL BEAMS/HEADERS/GIRDERS.
11. MEND ALL FASCIA BOARD BUTT SPLICES WITH SIMPSON LSTA24 HORIZONTAL STRAP.
12. EXTEND PLYWOOD WALL SHEATHING UP FACE OF FRAMING HEEL AND NAIL. STOP SHORT FOR VENTING AS REQUIRED.
13. EXTERIOR STUDS TO BE 2 x 6 AT 16" ON CENTER.
14. BUTT EXISTING WALL PLATES AND NAIL TO NEW WALL PLATES AT ALL INTERSECTING WALLS WITH TP39 NAIL PLATE.
15. ATTACH FIRST STUD TO EXISTING STUD/LADDER BLOCKS WITH 1/4" x 4 1/2" SDS SCREWS AT 16" ON CENTER.
16. NEW FINISH CRACKS ARE LIKELY AND CAN BE COMMON IN REMODEL CONSTRUCTION.
2 - 2 x 6 HEADER
2
-
2
x
4
POST EXISTING BEARING WALLFOR ROOF TRUSSESASSUMED, FIELD VERIFY2 x 10 LEDGER @ BOT. CHORD w/ 3 - ROWS
1/4" x 4 1/2" SDS SCREWS @ 24" o.c.
TO EXIST. TRUSS HEELS, REMOVE EXIST.
BUILT-RITE SHEATHING BEHIND LEDGER AND
REPLACE w/ 3/4" PLY. GLUED + NAILED
TO EXIST. TRUSS HEELS
SEE GENERAL NOTES FORWALL ATTACHMENT, TYP.2 - 2 x 6HEADER2 - 2 x 6HEADER3 - 2 x 4 POST,IF NEEDEDIF EXISTING LOAD-BEARING WALL AND BEAM NEEDED TO REPLACE,
3 - 1 3/4" x 5 1/2" LVL BEAM, CONT., DROPPED,
TOE-SCREW UP INTO EXISTING ROOF TRUSS BOT. CHORDS,
FIELD VERIFY FLUSH BEAM OPTION AND COST w/ OWNER,
IF LOAD-BEARING, POSSIBLE TRUSS REPAIRS REQ., CONTACT ARCHITECT
1
08
SCALE: 1/4" = 1'-0"
1 PLAN - roof framing addition + remodel
06
07
Project Number:
Drawn By:
Date of Issue:
Project Architect:the GARRETTaddition + remodel2410
Dan Wallace
Dan Wallace
wallace
ARCHITECTURE, PLLC
311 Third Street
Excelsior, MN 55331
952.913.9641
These documents are instruments of
service, and, as such, remain the
property of wallace ARCHITECTURE,
pllc. Use or publication of these
documents requires written approval
from wallace ARCHITECTURE, pllc.
SD.1 - 12 Dec 2024650 N. Brown RoadLong Lake, MN 55356DD.1 - 18 Dec 2024
21 Jan 2025
BID.1 - 25 Jan 2025
EXISTING WINDOWS TO BE
REMOVED/RECYCLED
EXISTING TRIM BOARD
TO BE REMOVED AS
REQ. FOR ADDITION
EXISTING FASCIA
TO BE REMOVED AS
REQ. FOR ADDITION
EXISTING OVERHANG
TO BE REMOVED AS
REQ. FOR ADDITION
EXISTING SIDING AND TRIM TO BEREMOVED/REUSED AS REQ. FOR NEW ADDITION6'-10 1/2"NEW GABLE SHINGLES AND HORIZ.
TRIM BOARD TO MATCH EXISTING
AND BE EXTENDED OVER ADDITION
NEW SIDING TO MATCH EXISTING,
LACE INTO ORIGINAL SIDING
NEW FASCIA TO MATCH AND
EXTEND FROM EXISTING
NEW SOFFIT DETAIL TO MATCH
AND EXTEND FROM EXISTING
NEW WINDOW TRIM
TO MATCH EXISTING
T.O. SUB-FLOOR @ ADDITION
TO ALIGN w/ T.O.
EXISTING SUB-FLOOR WDW. R.O. HEAD HGT.,TYP.T.O. WALL PLATE @ ADDITION
TO ALIGN w/ EXISTING
ROOF PITCH TO MATCH EXISTING
NEW MECHANICAL TRUNK LINE UNDER
NEW JOISTS AS REQ., FRAME AROUND
w/ 2 x 4 AS REQ., CLOSED CELL
SPRAY FOAM CAVITY, WRAP w/
1" THERMAX + 3/8" PLYWOOD
TRIM AROUND TREATED POST
TO MATCH EXISTING, TYP.,
RECESSED 1/2" FROM TRIM ABOVE
FIELD VERIFY WATER TABLE DEPTH,
CONTACT ARCHITECT IF
HELICAL PIER FOUNDATION REQUIRED
SCALE: 1/4" = 1'-0"
1 EXT. EL. - lakeside existing + demolition
07SCALE: 1/4" = 1'-0"
2 EXT. EL. - lakeside addition + remodel
07
08
Project Number:
Drawn By:
Date of Issue:
Project Architect:the GARRETTaddition + remodel2410
Dan Wallace
Dan Wallace
wallace
ARCHITECTURE, PLLC
311 Third Street
Excelsior, MN 55331
952.913.9641
These documents are instruments of
service, and, as such, remain the
property of wallace ARCHITECTURE,
pllc. Use or publication of these
documents requires written approval
from wallace ARCHITECTURE, pllc.
SD.1 - 12 Dec 2024650 N. Brown RoadLong Lake, MN 55356DD.1 - 18 Dec 2024
21 Jan 2025
BID.1 - 25 Jan 2025
BEDROOM
T.O. SUB-FLOOR @ ADDITION
TO ALIGN w/ T.O. EXISTING SUB-FLOOR
T.O. WALL PLATE @ ADDITION
TO MATCH/ALIGN w/ EXISTING
ROOF PITCH TO
MATCH EXISTING
NEW SOFFIT DETAIL TO MATCH
AND EXTEND FROM EXISTING
NEW WALL STRUCTURE, TYP.
SIDING TO MATCH/ALIGN w/ EXISTING
1/2" PLYWOOD WALL SHEATHING,
EXT. F.O. TO ALIGN w/ EXISTING
2 x 6 STUD WALL @ 16" o.c.
R-21 BATT. INSULATION
6 MIL. POLY. V.B.
1/2" DRYWALL, PAINTED
2 x 10 LEDGER @ BOT. CHORD w/ 3 - ROWS 1/4" x 4 1/2"
SDS SCREWS @ 24" o.c. TO EXISTING TRUSS HEELS,
REMOVE EXISTING BUILT-RITE SHEATHING BEHIND LEDGER AND
REPLACE w/ 3/4" PLY. GLUED + NAILED TO EXIST. TRUSS HEELS,
LUS210 HANGERS TO LEDGER, LAP EXISTING TRUSS OVERHANG
AND ATTACH TRUSS TO TRUSS w/ 2 - 1/4" x 3 1/2" SDS SCREWS
@ TOP CHORD, ATTACH TRUSS TO NEW WALL PLATE w/ H2.5A TIE
NEW ROOF STRUCTURE, TYP.
ROOF FINISH TO MATCH EXISTING
ROOF SHEATHING TO MATCH/ALIGN w/ EXISTING
NEW MONO-ROOF TRUSSES @ 24" o.c.,
ROOF PITCH, HEEL HGT., OVERHANG TO MATCH EXISTING
R-49 BATT INSULATION
6 MIL. POLY. V.B.
5/8" DRYWALL CEILING
NEW FLOOR STRUCTURE, TYP.
VERIFY FINISH FLOOR SELECTION w/ OWNER
3/4" T&G SUB-FLOOR, GLUED AND NAILED
w/ PL400 AND 8d NAILS @ 4" o.c.
2 x 10 FLOOR JOISTS @ 16" o.c. w/ LUS210 HANGERS
R-30 CLOSED CELL SPRAY FOAM
1 1/2" CONT. THERMAX RIGID INSUL. @ UNDERSIDE OF JOISTS
3/8" PLYWOOD
3 - 1 3/4" x 9 1/4" LVL BEAM, FLUSH
POST BEHIND, SEE MAIN LEVEL FRAMING PLAN
2 x 10 LEDGER w/ 3 - ROWS 1/4" x 3 1/2" SDS SCREWS @ 16" o.c.
TO EXISTING 2 x 10 RIM, REMOVE BUILT-RITE SHEATHING IF EXISTS
AND REPLACE w/ 3/4" PLY. GLUED + NAILED TO FRAMING
NEW MECHANICAL TRUNK LINE UNDER NEW JOISTS AS REQ.,
FRAME AROUND w/ 2 x 4 AS REQ., CLOSED CELL SPRAY FOAM CAVITY,
WRAP w/ 1" THERMAX AND 3/8" PLYWOOD
EXISTING STRUCTURE
NEW DRYWALL OVER EXISTING SHEATHING
SCALE: 3/8" = 1'-0"
1 SECTION - addition + remodel
08
09
Project Number:
Drawn By:
Date of Issue:
Project Architect:the GARRETTaddition + remodel2410
Dan Wallace
Dan Wallace
wallace
ARCHITECTURE, PLLC
311 Third Street
Excelsior, MN 55331
952.913.9641
These documents are instruments of
service, and, as such, remain the
property of wallace ARCHITECTURE,
pllc. Use or publication of these
documents requires written approval
from wallace ARCHITECTURE, pllc.
SD.1 - 12 Dec 2024650 N. Brown RoadLong Lake, MN 55356DD.1 - 18 Dec 2024
21 Jan 2025
BID.1 - 25 Jan 2025
NOT TO SCALE
1 SECTION DETAIL - roof truss rake wall brace
09
10
Project Number:
Drawn By:
Date of Issue:
Project Architect:the GARRETTaddition + remodel2410
Dan Wallace
Dan Wallace
wallace
ARCHITECTURE, PLLC
311 Third Street
Excelsior, MN 55331
952.913.9641
These documents are instruments of
service, and, as such, remain the
property of wallace ARCHITECTURE,
pllc. Use or publication of these
documents requires written approval
from wallace ARCHITECTURE, pllc.
SD.1 - 12 Dec 2024650 N. Brown RoadLong Lake, MN 55356DD.1 - 18 Dec 2024
21 Jan 2025
BID.1 - 25 Jan 2025SUMP
PITELECT.PANELELECTRICAL KEY
DUPLEX RECEPTACLE
SINGLE POLE SWITCH
WALL FIXTURE
LED STRIP LIGHT
4" RECESSED CAN LIGHT
VENTILATION FAN
R
GENERAL NOTES:
01. PROVIDE ALL LABOR, MATERIAL, AND EQUIPMENT NECESSARY FOR THE COMPLETE INSTALLATION OF THE
ELECTRICAL SYSTEM, INCLUDING POWER, WIRING, AND LIGHTING AS SHOWN ON THE DRAWINGS AND AS
REQUIRED ON SITE.
02. REVIEW LAYOUT OF ALL LIGHTING, SWITCHES, RECEPTACLES, AND ANY OTHER ROUGH-IN BOXES WITH THE
OWNER PRIOR TO THE START OF WORK. DO NOT SCALE DRAWINGS FOR THE LOCATIONS OF ELECTRICAL
DEVICES.
03. COORDINATE WIRING AND FIXTURE PLACEMENT WITH FRAMING, STRUCTURAL FRAMING, PLUMBING SYSTEM,
MECHANICAL SYSTEM, AND EXISTING ELECTRICAL SYSTEM PRIOR TO ROUGH-IN. DO NOT CUT OR ALTER ANY
STRUCTURAL ELEMENTS WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT.
04. COORDINATE ROUGH-IN BOX LOCATION WITH SPECIFIC LIGHT SELECTED FOR THAT LOCATION PRIOR TO
INSTALLATION.
05. THERE IS TO BE AT LEAST ONE (1) INCH CLEARANCE BETWEEN THE FINISHED ELECTRICAL COVER PLATE AND
ANY ADJACENT SURFACE OR TRIM UNLESS OTHERWISE NOTED.
06. PROVIDE SMOKE DETECTORS AND CARBON MONOXIDE DETECTORS PER CODE. REVIEW LOCATIONS WITH THE
ARCHITECT PRIOR TO INSTALLATION.
07. PROVIDE ELECTRICAL HOOK-UPS AS REQUIRED ON THE LOWER LEVEL FOR ANY OTHER MISCELLANEOUS
EQUIPMENT SPECIFIED BY OWNER.
08. REVIEW TELEVISION, INTERNET, AND ANY OTHER MISCELLANEOUS WIRING REQUIREMENTS WITH OWNER PRIOR TO
CONSTRUCTION. REVIEW LOCATIONS WITH THE ARCHITECT PRIOR TO INSTALLATION.
09. ALL DECORATIVE LIGHT FIXTURES TO BE PROVIDED BY OWNER.
10. PROVIDE GFCI PROTECTED OUTLETS AS REQUIRED.
11. FIELD VERIFY WITH OWNER ANY ADDITIONAL EXTERIOR LIGHTING REQUIREMENTS.
R
FIELD VERIFY SWITCH
REQ. + PLACEMENT
FIELD VERIFYIF SWITCHRELOCATION REQ.FOR SLIDING DOORSCALE: 1/4" = 1'-0"
1 PLAN - lower level electrical
10
11
Project Number:
Drawn By:
Date of Issue:
Project Architect:the GARRETTaddition + remodel2410
Dan Wallace
Dan Wallace
wallace
ARCHITECTURE, PLLC
311 Third Street
Excelsior, MN 55331
952.913.9641
These documents are instruments of
service, and, as such, remain the
property of wallace ARCHITECTURE,
pllc. Use or publication of these
documents requires written approval
from wallace ARCHITECTURE, pllc.
SD.1 - 12 Dec 2024650 N. Brown RoadLong Lake, MN 55356DD.1 - 18 Dec 2024
21 Jan 2025
BID.1 - 25 Jan 2025
ELECTRICAL KEY
DUPLEX RECEPTACLE
SINGLE POLE SWITCH
3-WAY SWITCH
CEILING FIXTURE
WALL FIXTURE
4" RECESSED LIGHT
VENTILATION FAN
R
GENERAL NOTES:
01. PROVIDE ALL LABOR, MATERIAL, AND EQUIPMENT NECESSARY FOR THE COMPLETE INSTALLATION OF THE
ELECTRICAL SYSTEM, INCLUDING POWER, WIRING, AND LIGHTING AS SHOWN ON THE DRAWINGS AND AS
REQUIRED ON SITE.
02. REVIEW LAYOUT OF ALL LIGHTING, SWITCHES, RECEPTACLES, AND ANY OTHER ROUGH-IN BOXES WITH THE
OWNER PRIOR TO THE START OF WORK. DO NOT SCALE DRAWINGS FOR THE LOCATIONS OF ELECTRICAL
DEVICES.
03. COORDINATE WIRING AND FIXTURE PLACEMENT WITH FRAMING, STRUCTURAL FRAMING, PLUMBING SYSTEM,
MECHANICAL SYSTEM, AND EXISTING ELECTRICAL SYSTEM PRIOR TO ROUGH-IN. DO NOT CUT OR ALTER ANY
STRUCTURAL ELEMENTS WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT.
04. COORDINATE ROUGH-IN BOX LOCATION WITH SPECIFIC LIGHT SELECTED FOR THAT LOCATION PRIOR TO
INSTALLATION.
05. THERE IS TO BE AT LEAST ONE (1) INCH CLEARANCE BETWEEN THE FINISHED ELECTRICAL COVER PLATE AND
ANY ADJACENT SURFACE OR TRIM UNLESS OTHERWISE NOTED.
06. PROVIDE SMOKE DETECTORS AND CARBON MONOXIDE DETECTORS PER CODE. REVIEW LOCATIONS WITH THE
ARCHITECT PRIOR TO INSTALLATION.
07. PROVIDE ELECTRICAL HOOK-UPS AS REQUIRED ON THE MAIN LEVEL FOR: WASHER, DRYER, AND ANY OTHER
MISCELLANEOUS EQUIPMENT SPECIFIED BY OWNER.
08. REVIEW TELEVISION, INTERNET, AND ANY OTHER MISCELLANEOUS WIRING REQUIREMENTS WITH OWNER PRIOR TO
CONSTRUCTION. REVIEW LOCATIONS WITH THE ARCHITECT PRIOR TO INSTALLATION.
09. ALL DECORATIVE LIGHT FIXTURES TO BE PROVIDED BY OWNER.
10. PROVIDE GFCI PROTECTED OUTLETS AS REQUIRED.
11. FIELD VERIFY WITH OWNER ANY ADDITIONAL EXTERIOR LIGHTING REQUIREMENTS.KINGDOWN2'-8"
2'-8"
POCKET
WASHERDRYER
R
R
R
R
R
SCALE: 1/4" = 1'-0"
1 PLAN - main level electrical
11