HomeMy WebLinkAboutResolution 7362 LAND TYPE Abstract(A)
DOC NUM 11201492
Certified, filed and/or recorded on
May 18, 2023 11:59 AM
Office of the County Recorder
Hennepin County, Minnesota
Amber Bougie, County Recorder
Daniel Rogan, County Auditor and Treasurer
Deputy 183 Pkg ID 2564962E
Document Recording Fee $46.00
Document Total $46.00
This cover sheet is now a permanent part of the recorded document.
-OAT CITY OF ORONO
RESOLUTION OF THE CITY COUNCIL
ikts NO. 7362
A RESOLUTION
APPROVING VARIANCES FROM
MUNICIPAL ZONING CODE
SECTIONS 78-330,78-350,78-1279,& 78-1680
FILE NO.LA23-000008
WHEREAS,on March 7,2023,David Zweber with David Charlez Designs(hereinafter the
"Applicant"),applied for variances from the City Code for the property addressed 1340 Vine Place and
legally described as:
Lot 1,together with Canal Street and Northerly '/2 of Canal vacated adoining said Lot 1, all of Lot
2, Southeasterly 1/2 of Lot 3,and that part of Lot 13,Block 17, Saga Hill Revised,Hennepin
County,Minnesota described as follows: Commencing on Northerly line of said Lot 13 at a point
25 feet Southeasterly from Southeast corner of Lot 4,Block 17, Saga Hill,Revised,Hennepin
County,Minnesota;thence Southerly and parallel with Westerly line of said Lot 13 a distance of
100 feet;thence Southeasterly and parallel with Northerly line of said Lot 13,to Easterly line
thereof;thence Northeasterly to Northeast corner thereof;thence Northwesterly to beginning,
together with Canal Street and Northerly V2 of Canal vacation adjoining above described premises,
EXCEPT that part thereof described as follows;The Southeasterly %2 of Lot 3 and those parts of Lots
2 and 13 vacated Canal Street described as follows: Commencing on the Northerly line of said Lot
13,a distance of 100 feet;thence Southerly and parallel with the Northesterly line of said Lot 13 to
the Southeasterly line thereof;thence Southeaster at right angles to the Southeasterly line of said Lot
13,a distance of 32.8 feet;thence Northerly deflecting to the left 132 degrees,35 minutes,a distance
of 192.35 feet;thence deflecting to the right 40 degrees,a distance of 115 feet more or less to the
Northeasterly line of said Lot 2;thence Northwesterly to the Northwesterly corner of said Lot 2;
thence Southwesterly along the line dividing said Lots 2 and 3 to the Southwesterly corner of said
Lot 2;thence Northwesterly along the line dividing said Lots 3 and 13 to the point of beginning.
(hereinafter the"Property");
WHEREAS,the Applicant has applied to the City of Orono for a lot area variance from City
Code Section 78-350 in order to construct a new single-family home; and
WHEREAS,the Applicant has applied to the City of Orono for variances from average lakeshore
setback and 75-foot lakeshore setback from City Code Section 78-1279 in order to construct a new single-
family home; and
WHEREAS,the Applicant has applied to the City of Orono for a variance from hardcover within
the 75-foot lakeshore setback from City Code Section 78-1680 in order to construct a new single-family
home; and
1
CITY OF ORONO
0
RESOLUTION OF THE CITY COUNCIL
� A.Ittl)F
NO. 7362
WHEREAS,the Applicant has applied to the City of Orono for a rear yard setback variance from
City Code Section 78-330 in order to construct a new single-family home; and
WHEREAS,on April 17,2023,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 April 17,2023,the Planning Commission voted 6 to 0 in favor of a motion to
recommend approval of the variances as applied; and
WHEREAS,on May 8,2023 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 variances as described above based on one or more of the following findings
of fact concerning the Property:
FINDINGS OF FACT:
1. This application was reviewed as Zoning File#LA23-000008. 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.
2. The Property is located in the LR-1B One Family Lakeshore Residential Zoning District.
3. The Property contains 28,679 square feet in area and has a defined lot width of 227 feet at the 75-
foot lakeshore setback and a lot width of 212 feet at the OHWL.
4. The Property is within Tier 1 and hardcover is limited to 25%according to the Stormwater Quality
Overlay District.
5. Applicant has applied for the following variances:
a. Lot Area
b. Average Lakeshore Setback
c. 75-foot Lakeshore Setback
d. Hardcover within the 75-foot Lakeshore Setback
e. Rear Yard Setback
2
-Wisv CITY OF ORONO
RESOLUTION OF THE CITY COUNCIL
�¢ �` NO. 7362
4x.EsH09-c"
6. In considering this application for variances, 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.
ANALYSIS:
1. "Variances shall only be permitted when they are in harmony with the general purposes and intent
of the ordinance . . . ." The variances for the construction of a new single-family home on an
existing,nonconforming foundation and substandard parcel are supported by practical difficulties.
Much of the existing home is located within the 75-foot lakeshore setback, in front of the average
lakeshore setback line and closer to the rear property line than the required rear yard setback. The
proposal is to build a new home on top of the existing foundation and keep the existing lakeside
decks. The lot currently contains a detached garage within the 75-foot lakeshore setback. The
applicant is requesting to demolish this structure and construct an attached garage in a similar
location. This slightly increases the hardcover within the 75-foot lakeshore setback by 155 square
feet. The expanded massing in front of the ALS is largely due to a steeper roof pitch to allow for a
better insulated roof that will be able to shed snow effectively. The existing home does not meet
the required rear yard setback of 30 feet. The proposal is to rebuild a new home on the existing
foundation and to expand the footprint for a front porch. The front porch expansion is in the same
plane as the existing wall, however due to the angle of the lot a reduced rear yard setback is
requested. The construction of a new home on top of an existing, nonconforming foundation is in
harmony with the general intent of the Ordinance due to the practical difficulties of the substandard
lot size,extreme setback requirements,and location of the existing structures.This criterion is met.
2. "Variances shall only be permitted . . . when the variances are consistent with the comprehensive
plan." The variances resulting in a new single-family home constructed on a nonconforming
foundation is consistent with the Comprehensive Plan. The applicant has identified necessary
practical difficulties inherent to the land supporting their requests. The overall reduction in total
hardcover bringing the lot into conformance is also consistent with the goals of the Comprehensive
Plan. This criterion is met.
3. "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 construction of a new single-family is a reasonable use of the property.The additional
hardcover within the lake yard setback and massing requested is supported by practical
3
-,O ff} CITY OF ORONO
101C' RESOLUTION OF THE CITY COUNCIL
A. NO. 7362
t4kEs H oo.
difficulties due to the extreme setback requirements creating a very small building
envelope that cannot support the construction of a new home. This criterion is met.
b. The plight of the landowner is due to circumstances unique to his property not created by the
landowner.
The existing house was not built by the current owners. The lot is substandard in area and
has extreme setback limitations due to the location within the inlet of a bay and orientation
to the lake.The applicant is proposing to utilize the existing foundation to construct a new
single-family home. The small lot size, extreme setback requirements, and placement of
the existing structures on the lot are not the result of the current property owner's actions.
c. The variance, if granted, will not alter the essential character of the locality."
The proposed variances resulting in the construction of a larger home on an existing
foundation are supported by practical difficulties and will not alter the character of the area.
The additional massing in front of the average lakeshore setback line will not impact any
site lines of the lake that are enjoyed by neighboring properties. The additional hardcover
within the 75-foot lakeshore setback is offset by the overall reduction in hardcover on the
site,bringing the lot into conformance. This criterion is met.
4. "Economic considerations alone do not constitute practical difficulties." Economic considerations
have not been a factor in the variance approval determination.
5. "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.
6. "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,as a residential home is a permitted use in the LR-1B District.
7. "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.
8. "The special conditions applying to the structure or land in question are peculiar to such property or
immediately adjoining property." The substandard lot size,unique lot shape,location on the inlet of a
bay creating extreme setback requirements and the location of the existing structures on the lot are
unique conditions to this specific property.This criterion is met.
4
CITY OF ORONO
RESOLUTION OF THE CITY COUNCIL
111E:s..
-ES 1-10
NO. 7362
A
9. "The conditions do not apply generally to other land or structures in the district in which the land is
located." While the surrounding properties are similar in size,the shape of the lot and location of the
existing structures on the property are unique to the subject property.This criterion is met.
10. "The granting of the application is necessary for the preservation and enjoyment of a substantial
property right of the applicant.".The existing home is in a nonconforming location.The proposal is to
use the existing foundation to construct a new single-family home. The modifications to the design
that increase massing are necessary due to the need for a steeper roof pitch.The overall hardcover will
also be reduced on the site.This criterion is met.
11. "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 the requested variances will
not adversely impact health,safety,comfort,or morals of the community.This criterion is met.
12. "The granting of such variance will not merely serve as a convenience to the applicant,but is
necessary to alleviate demonstrable difficulty." The variances allow for the construction of a new
home utilizing an existing foundation.The project will decrease the overall hardcover on the site
bringing it into conformance.This criterion is met.
CONCLUSIONS, ORDER AND CONDITIONS:
Based upon one or more of the above findings,the Orono City Council hereby grants variances to
Orono Municipal Zoning Code Sections 78-330, 78-350, 78-1279, and 78-1680 to allow the construction
of a new single family home with exceptions to lot area, average lakeshore setback, 75-foot setback,
hardcover within the 75-foot setback and rear yard 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 attached site plan and building plans submitted by the
Applicant and annotated by City staff(hereinafter the "Plans"), attached to this Resolution as
Exhibits A& B.
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 Applicants, but are
permissive only and must be exercised by obtaining a building permit for the new construction 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 (May 8,2024).
5
p,_
CITY OF ORONO
_f
RESOLUTION OF THE CITY COUNCIL
4�(�ioi,
G1 NO. 7362
xEsHo�
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 May,2023.
ATTEST: OF CITY OF ORONO:
Anna Carlson, City Clerk Dennis Walsh,Mayor
6
DRAWN BY
DESCRIPTION PROJECT #
PROJECT ISSUE
RE-ISSUE
BUILDER a18476 KENRICK AVE. SUITE #202
LAKEVILLE, MN 55044
TEL: 952.428.8200
EM: Dave@DavidCharlezDesigns.com
D A V I D C H A R L E Z D E S I G N SD A V I D C H A R L E Z D E S I G N S
Notes: Dimensions, details and conformation to all local codes are to be verified by owner and contractor prior to the start of construction. The designer of
the home is not a licensed structural engineer or architect and will assume no responsibility for items including, but not limited to : construction technique,
quality of material, workmanship, code adherence, safety, water proofing, insulation, radon, mold/mildew or other designs, specification or construction
issues. It is recommended that a licensed engineer review all plans for structural integrity and verify that the home meets code for extraordinary wind or
other natural stresses such as flooding, snowfall or substandard bearing soil. All structural members on the plans should be verified by the manufacturer
and their licensed engineering staff. Is is also recommended that a licensed contractor be commissioned to construct the home. All door and window size
are approximate rough openings. Specific manufacturer sizes vary and egress openings should be confirmed prior to construction. The home should be
flashed and enclosed to meet local code. Sizes of material and products reflect accepted industry standards and in no way indicate a specific
manufacturer. All building components to be installed and constructed to selected manufacturer specified installation techniques and in accordance with
local building codes. Optional items may be shown on the home, within the landscaping/site plan or in the rendering for illustrative purpose only. Consult
builder for standard or included features. c David Charlez Designs 2023. Do not replicate with out permission (952)-428-8200. David Charlez Design
retains rights to all plans and detail shown.
2/16/2023 3:36:48 PM 01TitleMISC - Beduhn - CD
Beduhn Remodel BUILDER BY HOMEOWNER1.12.2022GM
1340 Vine Place
Orono, MN
B E D U H N R E M O D E L
1340 VINE PLACE
ORONO, MN
REVISION SCHEDULE
Number Date Issued by
CDRev1 1.18.2023 GM
CDRev2 1.24.2023 JCB
CDRev3 2.2.2023 GM
DRAWN BY
DESCRIPTION PROJECT #
PROJECT ISSUE
RE-ISSUE
BUILDER a18476 KENRICK AVE. SUITE #202
LAKEVILLE, MN 55044
TEL: 952.428.8200
EM: Dave@DavidCharlezDesigns.com
D A V I D C H A R L E Z D E S I G N SD A V I D C H A R L E Z D E S I G N S
Notes: Dimensions, details and conformation to all local codes are to be verified by owner and contractor prior to the start of construction. The designer of
the home is not a licensed structural engineer or architect and will assume no responsibility for items including, but not limited to : construction technique,
quality of material, workmanship, code adherence, safety, water proofing, insulation, radon, mold/mildew or other designs, specification or construction
issues. It is recommended that a licensed engineer review all plans for structural integrity and verify that the home meets code for extraordinary wind or
other natural stresses such as flooding, snowfall or substandard bearing soil. All structural members on the plans should be verified by the manufacturer
and their licensed engineering staff. Is is also recommended that a licensed contractor be commissioned to construct the home. All door and window size
are approximate rough openings. Specific manufacturer sizes vary and egress openings should be confirmed prior to construction. The home should be
flashed and enclosed to meet local code. Sizes of material and products reflect accepted industry standards and in no way indicate a specific
manufacturer. All building components to be installed and constructed to selected manufacturer specified installation techniques and in accordance with
local building codes. Optional items may be shown on the home, within the landscaping/site plan or in the rendering for illustrative purpose only. Consult
builder for standard or included features. c David Charlez Designs 2023. Do not replicate with out permission (952)-428-8200. David Charlez Design
retains rights to all plans and detail shown.
2/16/2023 3:36:54 PM 02Title 2 MISC - Beduhn - CD
Beduhn Remodel BUILDER BY HOMEOWNER1.12.2022GM
1340 Vine Place
Orono, MN
B E D U H N R E M O D E L
1340 VINE PLACE
ORONO, MN
REVISION SCHEDULE
Number Date Issued by
CDRev1 1.18.2023 GM
CDRev2 1.24.2023 JCB
CDRev3 2.2.2023 GM
Existing First Floor0' - 0"
Existing Second Floor
10' - 6 1/2"
Roof18' - 7 5/8"
Exst. First Floor Clg.8' - 4 1/2"
Roof Peak
30' - 5 145/256"
A
B
A
B
A
B
B B
B
B
NEW ROOF
NEW ROOF
NEW ROOF
Exst. Raised First Floor1' - 6"
Exst. Raised First Floor Clg.9' - 10 1/2"8' - 1 1/8"8"8' - 4 1/2"1' - 6"8' - 4 1/2"5/4" x 8" TRIM
4/4" x 10" TRIM
5/4" x 8" TRIM
EXST. FOUNDATION 5/4" x 8" TRIM
AWNING ROOF w/ CABLES
5/4" x 10" TRIM
4/4" x 12" TRIM
SITE VERIFY GRADE SLOPES.
ACTUAL CONDITIONS MAY VARY
FROM GRADE SLOPES SHOWN
MATCH T.O. NEW GARAGE FOUNDATION w/ EXISTING T.O. FOUNDATION
/(SEE 5 A12)
New First Floor Clg.8' - 11 3/4"1' - 6 3/4"B
B
C
C
C
B
B
B
C
62616058
108 25
57 56 55 54
222324
21
53 51 50 49
48 47 46
C
C
C
5/4" x 8" TRIM
B
B
BB B
B
B
NEW ROOF
NEW ROOF
EXISTING BALCONY
5/4" x 8" TRIM
4/4" x 10" TRIM
5/4" x 8" TRIM
4/4" x 10" TRIM
SITE VERIFY GRADE SLOPES.
ACTUAL CONDITIONS MAY VARY
FROM GRADE SLOPES SHOWN
MATCH T.O. NEW GARAGE FOUNDATION w/ EXISTING T.O. FOUNDATION
5/4" x 8" TRIM
5/4" x 8" TRIM
B
5/4" x 8" TRIM
B A A
B 218
06 0507
10 09 08
101
31 303233
11
1214
13
37 36
383940
103
16 15
104
4241434445
5/4" x 8" TRIM
4/4" x 10" TRIM
C
36
EXISTING DECKEXISTING DECK
DRAWN BY
DESCRIPTION PROJECT #
PROJECT ISSUE
RE-ISSUE
BUILDER a18476 KENRICK AVE. SUITE #202
LAKEVILLE, MN 55044
TEL: 952.428.8200
EM: Dave@DavidCharlezDesigns.com
D A V I D C H A R L E Z D E S I G N SD A V I D C H A R L E Z D E S I G N S
Notes: Dimensions, details and conformation to all local codes are to be verified by owner and contractor prior to the start of construction. The designer of
the home is not a licensed structural engineer or architect and will assume no responsibility for items including, but not limited to : construction technique,
quality of material, workmanship, code adherence, safety, water proofing, insulation, radon, mold/mildew or other designs, specification or construction
issues. It is recommended that a licensed engineer review all plans for structural integrity and verify that the home meets code for extraordinary wind or
other natural stresses such as flooding, snowfall or substandard bearing soil. All structural members on the plans should be verified by the manufacturer
and their licensed engineering staff. Is is also recommended that a licensed contractor be commissioned to construct the home. All door and window size
are approximate rough openings. Specific manufacturer sizes vary and egress openings should be confirmed prior to construction. The home should be
flashed and enclosed to meet local code. Sizes of material and products reflect accepted industry standards and in no way indicate a specific
manufacturer. All building components to be installed and constructed to selected manufacturer specified installation techniques and in accordance with
local building codes. Optional items may be shown on the home, within the landscaping/site plan or in the rendering for illustrative purpose only. Consult
builder for standard or included features. c David Charlez Designs 2023. Do not replicate with out permission (952)-428-8200. David Charlez Design
retains rights to all plans and detail shown.
2/16/2023 3:37:01 PM 03Front & Rear Elevations MISC - Beduhn - CD
Beduhn Remodel BUILDER BY HOMEOWNER1.12.2022GM
1340 Vine Place
Orono, MN
FOUNDATION WALL HEIGHTS ARE SUBJECT TO
CHANGE DUE TO GRADE AND SITE CONDITIONS.
ALL FOUNDATION WALL HEIGHTS MUST BE
VERIFIED ON SITE BY THE CONTRACTOR AND
SITE SURVEYOR PRIOR TO CONSTRUCTION.
FOUNDATION CONTRACTOR WILL STEP
FOUNDATION WALLS AS NECESSARY TO
MAINTAIN PROPER FROST PROTECTION (42"
BELOW GRADE) IN ACCORDANCE TO CURRENT
MINNESOTA CODE, REGULATIONS, AND ZONING.
FOUNDATION WALLS DISCLOSURE:
TYPICAL EXTERIOR
MATERIALS
ASPHALT SHINGLES W/
NATURAL SHADOW
ARCHITECTURAL GRADE
COMPOSITE PANEL
SMOOTH w/ BATTEN STRIPS
@ 16" O.C. PER ELEVATION
4" EXPOSURE COMPOSITE
SIDING PER ELEVATION
COMPOSITE PANELING
SMOOTH PER ELEVATION
199 METAL SIDING
CORNERS PER ELEVATION
1X8 ON 1X18 COMPOSITE
FASCIA PER ELEVATION
COMPOSITE VENTED
SOFFITS PER ELEVATION
MARVIN ELEVATE
WINDOWS w/ BLACK
EXTERIORS PER
ELEVATION
HOUSE WRAP AND/OR TAR
PAPER IN PROPER FORM
ON ENTIRE EXTERIOR
B
C
A
SEE "TYPICAL EXTERIOR MATERIALS" FOR ALL CLADDING SHOWN
SEE FINAL PAGE FOR SQUARE FOOTAGE CALCULATIONS
METAL FASCIAS AND ROOFS HAVE THE TENDENCY TO OIL CAN UNDER
CERTAIN WEATHER CONDITIONS. CONSULT CONTRACTOR FOR METAL
GAUGE THICKNESS OPTIONS TO REDUCE WEATHER RELATED
CONCERNS (BUBBLING, WARPING, ETC.)
GENERAL CONTRACTOR TO ENSURE THAT ALL ROOF PENETRATIONS
(VENT PIPES, EXHAUST FANS, FURNACE/AC PIPES, ETC) ARE PLACED IN
OBSCURE LOCATIONS ON ROOF TO MINIMIZE THE SIGHT OF
PENETRATIONS FROM MAIN ARCHITECTURAL VIEWS OF HOME.
elevation notes:
1/4" = 1'-0"
1Front Elevation
1/4" = 1'-0"
2Rear Elevation
IMPORTANT REMODEL NOTE:
VERIFY ALL HEIGHTS AND SIZES OF EXISTING WINDOWS, DOORS, AND ROOF. VERIFY
FLOOR AND WALL HEIGHTS IN THE EFFECTED AREA PRIOR TO ORDERING MATERIALS OR
STARTING CONSTRUCTION
ALL DIMENSIONS LINES TO BE TO CENTERLINE OF STUDS TO FACE OF SHEATHING
ALL OVERALL DIMENSION LINES TO BE FACE OF STUD TO FACE OF SHEATHING
VERIFY ALL HEIGHTS AND SIZES OF EXISTING CONSTRUCTION MATERIALS: WALL STUDS,
FLOOR JOISTS, SUB FLOOR, AND ROOF TRUSSES PRIOR TO ORDERING MATERIALS OR
STARTING CONSTRUCTION
FIELD VERIFY OVERHANGS AND ROOF PITCH PRIOR TO ORDERING ROOF TRUSSES OR
STARTING CONSTRUCTION
ALL MODIFICATIONS AND NEW LOADS APPLIED TO THE EXISTING ROOF STRUCTURE WILL
BE VERIFIED BY AN ENGINEER WHO WILL PROVIDED DRAWING AND SPECIFICS
STRUCTURAL ENGINEERS SIGNATURE IS NEEDED BEFORE PLANS CAN BE SUBMITTED TO
CITY OF ORONO FOR APPROVAL. ENGINEER WILL VERIFY THAT ALL MODIFICATIONS TO
THE PROJECT MEET STATE AND LOCAL GOVERNMENT REQUIREMENTS
REVISION SCHEDULE
Number Date Issued by
CDRev1 1.18.2023 GM
CDRev2 1.24.2023 JCB
CDRev3 2.2.2023 GM
A
B
NEW ROOF
B
EXISTING FOUNDATION
5/4" x 8" TRIM
4/4" x 10" TRIM
5/4" x 8" TRIM
SITE VERIFY GRADE SLOPES.
ACTUAL CONDITIONS MAY VARY
FROM GRADE SLOPES SHOWN
EXST. BALCONYAWNING ROOF
/(SEE 5A12)
BC
03
0402
01
2829
27
633534
102
B
B
B
BB
A
NEW ROOF
NEW ROOFB
5/4" x 8" TRIM
8" / 12" SLOPED ROOF5/4" x 8" TRIM
4/4" x 10" TRIM
C
C
C
181719
20
52
59
26
C
C
C
C
5/4" x 8" TRIM 8" / 12"8" / 12"8" / 12"8" / 12"3 1/2" / 12"8" / 12"8" / 12"3 1/2" / 12"3 1/2" / 12"8" / 12"
8" / 12"
8" / 12"8" / 12"ROOF RIDGE VENT
ROOF RIDGE VENTROOF RIDGE VENT12"36"36"12"12"
24"24"24"36"
36"18"24"6"6"36"12"36"12"36"36"30"12"
FLAT ROOF @ 1/4" SLOPE
19' - 0"36"ROOF RIDGE VENT
ROOF RIDGE VENTNOTE:
ALL EXISTING ROOFS TO BE
REMOVED. ROOF PLAN INDICATES
ALL NEW ROOF TRUSSES
28' - 10"
8"/12"
SLOPE
/(SEE 5 A12)
TYPICAL AWNING
w/ CABLES
/(SEE 5 A12)
TYPICAL AWNING
w/ CABLES12"DRAWN BY
DESCRIPTION PROJECT #
PROJECT ISSUE
RE-ISSUE
BUILDER a18476 KENRICK AVE. SUITE #202
LAKEVILLE, MN 55044
TEL: 952.428.8200
EM: Dave@DavidCharlezDesigns.com
D A V I D C H A R L E Z D E S I G N SD A V I D C H A R L E Z D E S I G N S
Notes: Dimensions, details and conformation to all local codes are to be verified by owner and contractor prior to the start of construction. The designer of
the home is not a licensed structural engineer or architect and will assume no responsibility for items including, but not limited to : construction technique,
quality of material, workmanship, code adherence, safety, water proofing, insulation, radon, mold/mildew or other designs, specification or construction
issues. It is recommended that a licensed engineer review all plans for structural integrity and verify that the home meets code for extraordinary wind or
other natural stresses such as flooding, snowfall or substandard bearing soil. All structural members on the plans should be verified by the manufacturer
and their licensed engineering staff. Is is also recommended that a licensed contractor be commissioned to construct the home. All door and window size
are approximate rough openings. Specific manufacturer sizes vary and egress openings should be confirmed prior to construction. The home should be
flashed and enclosed to meet local code. Sizes of material and products reflect accepted industry standards and in no way indicate a specific
manufacturer. All building components to be installed and constructed to selected manufacturer specified installation techniques and in accordance with
local building codes. Optional items may be shown on the home, within the landscaping/site plan or in the rendering for illustrative purpose only. Consult
builder for standard or included features. c David Charlez Designs 2023. Do not replicate with out permission (952)-428-8200. David Charlez Design
retains rights to all plans and detail shown.
2/16/2023 3:37:07 PM 04Left & Right Elevations MISC - Beduhn - CD
Beduhn Remodel BUILDER BY HOMEOWNER1.12.2022GM
1340 Vine Place
Orono, MN
TYPICAL EXTERIOR
MATERIALS
ASPHALT SHINGLES W/
NATURAL SHADOW
ARCHITECTURAL GRADE
COMPOSITE PANEL
SMOOTH w/ BATTEN STRIPS
@ 16" O.C. PER ELEVATION
4" EXPOSURE COMPOSITE
SIDING PER ELEVATION
COMPOSITE PANELING
SMOOTH PER ELEVATION
199 METAL SIDING
CORNERS PER ELEVATION
1X8 ON 1X18 COMPOSITE
FASCIA PER ELEVATION
COMPOSITE VENTED
SOFFITS PER ELEVATION
MARVIN ELEVATE
WINDOWS w/ BLACK
EXTERIORS PER
ELEVATION
HOUSE WRAP AND/OR TAR
PAPER IN PROPER FORM
ON ENTIRE EXTERIOR
B
C
A
FOUNDATION WALL HEIGHTS ARE SUBJECT TO
CHANGE DUE TO GRADE AND SITE CONDITIONS.
ALL FOUNDATION WALL HEIGHTS MUST BE
VERIFIED ON SITE BY THE CONTRACTOR AND
SITE SURVEYOR PRIOR TO CONSTRUCTION.
FOUNDATION CONTRACTOR WILL STEP
FOUNDATION WALLS AS NECESSARY TO
MAINTAIN PROPER FROST PROTECTION (42"
BELOW GRADE) IN ACCORDANCE TO CURRENT
MINNESOTA CODE, REGULATIONS, AND ZONING.
FOUNDATION WALLS DISCLOSURE:
SEE "TYPICAL EXTERIOR MATERIALS" FOR ALL CLADDING SHOWN
SEE FINAL PAGE FOR SQUARE FOOTAGE CALCULATIONS
METAL FASCIAS AND ROOFS HAVE THE TENDENCY TO OIL CAN UNDER
CERTAIN WEATHER CONDITIONS. CONSULT CONTRACTOR FOR METAL
GAUGE THICKNESS OPTIONS TO REDUCE WEATHER RELATED
CONCERNS (BUBBLING, WARPING, ETC.)
GENERAL CONTRACTOR TO ENSURE THAT ALL ROOF PENETRATIONS
(VENT PIPES, EXHAUST FANS, FURNACE/AC PIPES, ETC) ARE PLACED IN
OBSCURE LOCATIONS ON ROOF TO MINIMIZE THE SIGHT OF
PENETRATIONS FROM MAIN ARCHITECTURAL VIEWS OF HOME.
elevation notes:
1/4" = 1'-0"
1Left Elevation
1/4" = 1'-0"
2Right Elevation
1/8" = 1'-0"
3 Roof Plan
ENGINEERED ROOF TRUSSES PER MFG. SPEC. MANUFACTURE WILL
PROVIDE ALL ENGINEERING DRAWING AND SPECIFICS
OVERHANG DIMENSIONS ARE TO FACE OF FRAMING
ICE AND WATER ALL ADJOINING ROOFS
TRUSS MANUFACTURER TO VERIFY ALL ENERGY HEELS SHOWN TO
ENSURE FINAL EAVE FRAMING DOES NOT CONFLICT WITH FINISHED
EXTERIOR WINDOW TRIM AS SHOWN ON ELEVATIONS.
METAL FASCIAS AND ROOFS HAVE THE TENDENCY TO OIL CAN UNDER
CERTAIN WEATHER CONDITIONS. CONSULT CONTRACTOR FOR METAL
GAUGE THICKNESS OPTIONS TO REDUCE WEATHER RELATED
CONCERNS (BUBBLING, WARPING, ETC.)
GENERAL CONTRACTOR TO ENSURE THAT ALL ROOF PENETRATIONS
(VENT PIPES, EXHAUST FANS, FURNACE/AC PIPES, ETC) ARE PLACED IN
OBSCURE LOCATIONS ON ROOF TO MINIMIZE THE SIGHT OF
PENETRATIONS FROM MAIN ARCHITECTURAL VIEWS OF HOME.
roof plan notes:
IMPORTANT REMODEL NOTE:
VERIFY ALL HEIGHTS AND SIZES OF EXISTING WINDOWS, DOORS, AND ROOF. VERIFY
FLOOR AND WALL HEIGHTS IN THE EFFECTED AREA PRIOR TO ORDERING MATERIALS OR
STARTING CONSTRUCTION
ALL DIMENSIONS LINES TO BE TO CENTERLINE OF STUDS TO FACE OF SHEATHING
ALL OVERALL DIMENSION LINES TO BE FACE OF STUD TO FACE OF SHEATHING
VERIFY ALL HEIGHTS AND SIZES OF EXISTING CONSTRUCTION MATERIALS: WALL STUDS,
FLOOR JOISTS, SUB FLOOR, AND ROOF TRUSSES PRIOR TO ORDERING MATERIALS OR
STARTING CONSTRUCTION
FIELD VERIFY OVERHANGS AND ROOF PITCH PRIOR TO ORDERING ROOF TRUSSES OR
STARTING CONSTRUCTION
ALL MODIFICATIONS AND NEW LOADS APPLIED TO THE EXISTING ROOF STRUCTURE WILL
BE VERIFIED BY AN ENGINEER WHO WILL PROVIDED DRAWING AND SPECIFICS
STRUCTURAL ENGINEERS SIGNATURE IS NEEDED BEFORE PLANS CAN BE SUBMITTED TO
CITY OF ORONO FOR APPROVAL. ENGINEER WILL VERIFY THAT ALL MODIFICATIONS TO
THE PROJECT MEET STATE AND LOCAL GOVERNMENT REQUIREMENTS
REVISION SCHEDULE
Number Date Issued by
CDRev1 1.18.2023 GM
CDRev2 1.24.2023 JCB
CDRev3 2.2.2023 GM
2
13
3
15
1
15
2
15
3
13
1
14
3
14
2
14
1
13
36' - 0"38' - 6"34' - 0"1' - 6"8' - 0"10' - 0"8' - 0"7' - 0"7' - 0"2' - 6"33' - 6 1/2"3' - 0"7' - 5 1/2"8' - 0"12' - 6"10' - 0"34' - 0"1' - 6"2' - 6"29' - 0"11' - 0"110' - 0"
110' - 0"3' - 0"- UNEXCAVATED -
- NEW GARAGE FOUNDATION -
1' - 10 1/2"
MASONRY OP'NG
9' - 3"2' - 9"
MASONRY OP'NG
18' - 3"1' - 10 1/2"
10 1/2"
M.O.
3' - 3"14' - 3"
MASONRY OP'NG
9' - 3"6' - 4 1/2"
- EXISTING CRAWL SPACE -
- EXISTING CRAWL SPACE -
-new crawl space to
match existing -
UNEXCAVATED
MATCH T.O. NEW FOUNDATION
TO EXISTING T.O. FOUNDATION
MATCH T.O. NEW FOUNDATION TO EXISTING T.O. FOUNDATION
TYPICAL SLAB CONSTRUCTION:
4" CONCRETE SLAB PITCHED
TOWARDS OVERHEAD DOOR
OVER POLY/VAPOR BARRIER
OVER SAND BED GRANULAR FILL
GARAGE FND WALL:
3'-6"x8" POURED CONCRETE
FOUNDATION ON
20"x8" CONCRETE FOOTING
REBAR PER CODE
NEW PORCH FND WALL:
3'-6"x8" POURED CONCRETE
FOUNDATION ON
20"x8" CONCRETE FOOTING
REBAR PER CODE
NEW STAIRCASE FND WALL:
MATCH EXISTING WALL HEIGHTx8"
POURED CONCRETE FND. ON
20"x8" CONCRETE FOOTING
REBAR PER CODE
Exst.
Exst.
Exst.
Exst.
Exst.
New
New
New
Exst.New
Exst.
Exst.9' - 6"1' - 7 3/4"10' - 7"1 1/2"11' - 1 3/4"5' - 8 3/4"18' - 9 1/4"
1' - 8 3/4"10' - 2 1/4"12' - 7"
NEW PAD
36"x36"x12"
NEW PAD
36"x36"x12"
1
12
3
12
NOTE:
PROVIDE EXISTING CRAWL SPACE
& FOUNDATION AREA TO BE
SEALED WITH VAPOR BARRIER
NOTE:
PROVIDE EXISTING CRAWL SPACE
& FOUNDATION WITH SEALED
WITH VAPOR BARRIER
2" SLAB LEDGE
2" SLAB LEDGE
NEW STAIRCASE
LOCATION. VERIFY
EXISTING FLOOR
JOISTS & SPECIFY NEW
BEAMS/HEADERS IF
NECESSARY
BUILT-UP FLOOR AREA
ON T.O. NEW FLR
SYSTEMEXISTING DECK
JOISTS & FOOTINGS
EXISTING DECK
JOISTS & FOOTINGS
42' - 6"42' - 6"NOTE:
PROVIDE NEW CRAWL SPACE &
FOUNDATION WITH SEALED WITH
VAPOR BARRIER
NOTE:
VERIFY EXISTING SLAB LEDGE UPON
REMOVAL OF SLAB TO RECIEVE NEW
JOISTS. MFG TO SPEC NEW
HANGERS/ LEDGERBOARD WHERE
NECESSARY
NEW PAD
36"x36"x12"
NEW PAD
36"x36"x12"2x10 JOISTS
@ 16" O.C.
2x10 JOISTS
@ 16" O.C.
2x10 JOISTS
@ 16" O.C.
2x10 JOISTS
@ 16" O.C.BEAM DROPPED PER MFG. SPEC.NEW FND WALLS:
MATCH EXISTING HGT "x 8" POURED
CONCRETE FOUNDATION ON 20"x8"
CONCRETE FOOTING. PROVIDE 2"
JOIST LEDGE AS NECESSARY
REBAR PER CODE
1/4" = 1'-0"
1Lower Level
DRAWN BY
DESCRIPTION PROJECT #
PROJECT ISSUE
RE-ISSUE
BUILDER a18476 KENRICK AVE. SUITE #202
LAKEVILLE, MN 55044
TEL: 952.428.8200
EM: Dave@DavidCharlezDesigns.com
D A V I D C H A R L E Z D E S I G N SD A V I D C H A R L E Z D E S I G N S
Notes: Dimensions, details and conformation to all local codes are to be verified by owner and contractor prior to the start of construction. The designer of
the home is not a licensed structural engineer or architect and will assume no responsibility for items including, but not limited to : construction technique,
quality of material, workmanship, code adherence, safety, water proofing, insulation, radon, mold/mildew or other designs, specification or construction
issues. It is recommended that a licensed engineer review all plans for structural integrity and verify that the home meets code for extraordinary wind or
other natural stresses such as flooding, snowfall or substandard bearing soil. All structural members on the plans should be verified by the manufacturer
and their licensed engineering staff. Is is also recommended that a licensed contractor be commissioned to construct the home. All door and window size
are approximate rough openings. Specific manufacturer sizes vary and egress openings should be confirmed prior to construction. The home should be
flashed and enclosed to meet local code. Sizes of material and products reflect accepted industry standards and in no way indicate a specific
manufacturer. All building components to be installed and constructed to selected manufacturer specified installation techniques and in accordance with
local building codes. Optional items may be shown on the home, within the landscaping/site plan or in the rendering for illustrative purpose only. Consult
builder for standard or included features. c David Charlez Designs 2023. Do not replicate with out permission (952)-428-8200. David Charlez Design
retains rights to all plans and detail shown.
2/16/2023 3:37:11 PM 05Lower Level MISC - Beduhn - CD
Beduhn Remodel BUILDER BY HOMEOWNER1.12.2022GM
1340 Vine Place
Orono, MN
DIMENSIONS ARE FROM FACE OF CONCRETE & FACE OF SHEATHING TO
CENTER OF STUD.
EXISTING FLOOR SYSTEM & CRAWL SPACES TO REMAIN AS EXISTING
LOWER LEVEL NOTES:
IMPORTANT REMODEL NOTE:
VERIFY ALL HEIGHTS AND SIZES OF EXISTING WINDOWS, DOORS, AND ROOF. VERIFY
FLOOR AND WALL HEIGHTS IN THE EFFECTED AREA PRIOR TO ORDERING MATERIALS OR
STARTING CONSTRUCTION
ALL DIMENSIONS LINES TO BE TO CENTERLINE OF STUDS TO FACE OF SHEATHING
ALL OVERALL DIMENSION LINES TO BE FACE OF STUD TO FACE OF SHEATHING
VERIFY ALL HEIGHTS AND SIZES OF EXISTING CONSTRUCTION MATERIALS: WALL STUDS,
FLOOR JOISTS, SUB FLOOR, AND ROOF TRUSSES PRIOR TO ORDERING MATERIALS OR
STARTING CONSTRUCTION
FIELD VERIFY OVERHANGS AND ROOF PITCH PRIOR TO ORDERING ROOF TRUSSES OR
STARTING CONSTRUCTION
ALL MODIFICATIONS AND NEW LOADS APPLIED TO THE EXISTING ROOF STRUCTURE WILL
BE VERIFIED BY AN ENGINEER WHO WILL PROVIDED DRAWING AND SPECIFICS
STRUCTURAL ENGINEERS SIGNATURE IS NEEDED BEFORE PLANS CAN BE SUBMITTED TO
CITY OF ORONO FOR APPROVAL. ENGINEER WILL VERIFY THAT ALL MODIFICATIONS TO
THE PROJECT MEET STATE AND LOCAL GOVERNMENT REQUIREMENTS
REVISION SCHEDULE
Number Date Issued by
CDRev1 1.18.2023 GM
CDRev2 1.24.2023 JCB
CDRev3 2.2.2023 GM
CDRev4 2.16.2023 LMC
DEMO
EXISTING
STAIRCASE
DEMO EXISTING KITCHEN
CABINETS, APPLIANCES, ETC.REMOVE ALL EXISTING WINDOWS & MODIFY EXISTING EXTERIOR WALLS FOR NEW WINDOW/DOOR PLACEMENTSREMOVE ALL EXISTING WINDOWS & MODIFY EXISTING
EXTERIOR WALLS FOR NEW WINDOW/DOOR PLACEMENTS
REMOVE ALL EXISTING WALLS & REPLACE WITH NEW AS SHOWNREMOVE EXISTING GARAGE
STRUCTURE & REPLACE WITH
ATTACHED GARAGE AS SHOWN
EXISTING
COLUMN
BEARING
EXISTING
DROPPED
BEAMS
EXISTING DROPPED BEAM
REMOVE ALL EXISTING WINDOWS & MODIFY EXISTING
EXTERIOR WALLS FOR NEW WINDOW/DOOR PLACEMENTS
REMOVE ALL EXISTING WINDOWS & MODIFY EXISTING
EXTERIOR WALLS FOR NEW WINDOW/DOOR PLACEMENTS
NEW MAIN LEVEL
NEW GARAGE
EXISTING
COLUMN
BEARINGEXISTING OP'NGEXISTING OP'NGDRAWN BY
DESCRIPTION PROJECT #
PROJECT ISSUE
RE-ISSUE
BUILDER a18476 KENRICK AVE. SUITE #202
LAKEVILLE, MN 55044
TEL: 952.428.8200
EM: Dave@DavidCharlezDesigns.com
D A V I D C H A R L E Z D E S I G N SD A V I D C H A R L E Z D E S I G N S
Notes: Dimensions, details and conformation to all local codes are to be verified by owner and contractor prior to the start of construction. The designer of
the home is not a licensed structural engineer or architect and will assume no responsibility for items including, but not limited to : construction technique,
quality of material, workmanship, code adherence, safety, water proofing, insulation, radon, mold/mildew or other designs, specification or construction
issues. It is recommended that a licensed engineer review all plans for structural integrity and verify that the home meets code for extraordinary wind or
other natural stresses such as flooding, snowfall or substandard bearing soil. All structural members on the plans should be verified by the manufacturer
and their licensed engineering staff. Is is also recommended that a licensed contractor be commissioned to construct the home. All door and window size
are approximate rough openings. Specific manufacturer sizes vary and egress openings should be confirmed prior to construction. The home should be
flashed and enclosed to meet local code. Sizes of material and products reflect accepted industry standards and in no way indicate a specific
manufacturer. All building components to be installed and constructed to selected manufacturer specified installation techniques and in accordance with
local building codes. Optional items may be shown on the home, within the landscaping/site plan or in the rendering for illustrative purpose only. Consult
builder for standard or included features. c David Charlez Designs 2023. Do not replicate with out permission (952)-428-8200. David Charlez Design
retains rights to all plans and detail shown.
2/16/2023 3:37:16 PM 06Main Level Demo Plan MISC - Beduhn - CD
Beduhn Remodel BUILDER BY HOMEOWNER1.12.2022GM
1340 Vine Place
Orono, MN
1/4" = 1'-0"
1 Main Level Demo Plan
REVISION SCHEDULE
Number Date Issued by
CDRev1 1.18.2023 GM
CDRev2 1.24.2023 JCB
CDRev3 2.2.2023 GM
36' - 0"38' - 6"34' - 0"1' - 6"11' - 0"29' - 0"2' - 6"33' - 6 1/2"3' - 0"7' - 5 1/2"8' - 0"22' - 6"34' - 0"1' - 6"3' - 2 1/2"15' - 7"5' - 8 1/2"4' - 6"5' - 6"5' - 6"3' - 8 3/4"3' - 8 3/4"4' - 0"4' - 0"6' - 6"6' - 0"7' - 9 1/2"2' - 2 1/2"2' - 0"4' - 6"4' - 6"3' - 0"9' - 0"9' - 0"2' - 0"4' - 0 1/2"2' - 11 1/2"3' - 0"8' - 5 1/2"3' - 0"7' - 0"7' - 0"8' - 0"10' - 0"8' - 0"5' - 0"5' - 0"7' - 6 5/8"17' - 11 3/8"10' - 6"3' - 0"14' - 0"9' - 0"4' - 2"4' - 0 1/2"4' - 3 1/2"2' - 6"16' - 0"4' - 6"4' - 6"6' - 6"
110' - 0"4' - 10 1/4"4' - 10"14' - 7 1/4"2' - 1 1/2"
2' - 2 1/2"
7' - 11"4' - 5 1/2"2' - 3 1/4"7' - 10 1/4"12' - 9 1/4"2' - 4 1/2"3' - 3 1/4"5' - 0 1/4"6' - 3"4' - 2 3/4"5' - 8 3/4"7' - 8"4' - 5 1/2"12' - 7 1/4"4' - 2"9' - 2 3/4"GUEST RM
LAKE
BATH
EXST.
MECH
CARPET FLOOR
W.I.C.
TILE FLR
MUD ROOM
TILE FLOOR
LAUNDRY
TILE FLOOR
FAMILY ROOM
WOOD FLOOR
FOYER
WOOD FLOOR
DINING
WOOD FLOOR
KITCHEN
WOOD FLOOR
GREAT ROOM
WOOD FLOOR
POCKET
OFFICE
WOOD FLOOR
GARAGE
CONCRETE FLOOR
ZERO ENTRYFIRE DOOR20 MIN. RATEDNEW
FURN.90" FULL HGT. CAB.WSHR w/FLOORDRAIND
SINK
UPPER CABINETS54" VANITYTILE FLR36"x60" TILESHOWERFAN
SD/CO
SD/CO
FAN
SHELVING BY OTHERS7'-6" BENCH w/ LOCKERS48" DROPZONE9'-0" x 8'-0" OVERHEAD DOOR 18'-0" x 8'-0" OVERHEAD DOOR
9' - 0"4' - 0"4' - 0"5' - 0"48" RANGE
HOOD VENTUPPER CABINETS60" FULL HGT. CABINET48"
REF.24"
D.W.30" SINKCOAT HOOKSEXST. STEPSEXST. STEPSEXST. OP'NGSTAIRS
WOOD TREADS
& RISERS
EXISTING DECK
WOOD STEPS
60" LINEAR GAS FIREPLACE
PER MFG. SPEC.
EXISTING DECK
6X6 POST 6X6 POST
GARAGE WALLS:
INSULATE WALLS & CEILINGS
5/8" TYPE-X GYP. BD. & FINISH
TAPE ON ALL INTERIOR
GARAGE WALLS & CEILINGS
NOTE:
SLOPE CONCRETE SLAB
TOWARDS OVERHEAD DOOR &
FOR ZERO ENTRY INTO HOUSE
FLOOR OVER GARAGE:
-HEAT DUCT & SEWER WRAPPED &
FOAMED
-HOLD HEAT DUCT & SEWER TIGHT
TO SUBFLOOR
-BLOWN INSULATION (R-49)
2
13
3
15
1
15
2
15
3
13
1
14
3
14
2
14
1
13
FRONT PORCH
STAMPED CONCRETE
OPT. PINE T&G CLG.STEP DOWN1
12
3
12LINE OF EXISTING FLOOR HEIGHT CHANGERAISED FLOOR CONSTRUCTION:
3/4" SUBFLOOR
2X6 TRD. JOISTS @ 16" O.C.
BUILT-IN DESK
EXISTING COLUMN
BEARING
EXISTING
DROPPED
BEAMS
EXISTING DROPPED BEAM
9' x 5'
SERVING
ISLAND
TYPICAL SLAB CONSTRUCTION:
4" CONCRETE SLAB PITCHED
TOWARDS OVERHEADR DOOR OVER
POLY/VAPOR BARRIER OVER SAND
BED GRANULAR FILL
INDICATES NEW WALLS
INDICATES EXISTING WALLS
(UNDISTURBED OR MODIFIED)
SHELVING
OPEN
UNDER
STAIRS
NOTE:
VERIFY COUNTERTOP
HGT. BEFORE
ORDERING WINDOWS
UPPER CABINETS
EXISTING COLUMN
BEARINGEXISTING OPENINGRAILINGS PER CODE9'-0" x 8'-0" OVERHEAD DOOR
EXST.
WELL
HEAD
NOTE:
VERIFY EXISTING WELL HEAD DIMENSIONS TO
DETERMINE HOUSING BOX SIZING DIMENSIONS
6' - 2 1/4"7' - 7 1/2"5' - 11"2' - 4 1/4"42' - 6"EQEQ
03
04
01
02
050806090710
1011021113 15 103 16 104
105
17
18
19
106107
20
21
22
23
24
25
108
2627
12 14
2' - 2 1/2"4' - 9 1/2"x32"80"109x32"80"
110
x60"80"
111 x36"80"112x36"80"114x36"80"113x36"80"115x36"80"
116
x36"80"
117
x36"80"
118
8'-11 3/4"
CLG. HGT.
110' - 0"40' - 0" 1/4" = 1'-0"
1Main Level
DRAWN BY
DESCRIPTION PROJECT #
PROJECT ISSUE
RE-ISSUE
BUILDER a18476 KENRICK AVE. SUITE #202
LAKEVILLE, MN 55044
TEL: 952.428.8200
EM: Dave@DavidCharlezDesigns.com
D A V I D C H A R L E Z D E S I G N SD A V I D C H A R L E Z D E S I G N S
Notes: Dimensions, details and conformation to all local codes are to be verified by owner and contractor prior to the start of construction. The designer of
the home is not a licensed structural engineer or architect and will assume no responsibility for items including, but not limited to : construction technique,
quality of material, workmanship, code adherence, safety, water proofing, insulation, radon, mold/mildew or other designs, specification or construction
issues. It is recommended that a licensed engineer review all plans for structural integrity and verify that the home meets code for extraordinary wind or
other natural stresses such as flooding, snowfall or substandard bearing soil. All structural members on the plans should be verified by the manufacturer
and their licensed engineering staff. Is is also recommended that a licensed contractor be commissioned to construct the home. All door and window size
are approximate rough openings. Specific manufacturer sizes vary and egress openings should be confirmed prior to construction. The home should be
flashed and enclosed to meet local code. Sizes of material and products reflect accepted industry standards and in no way indicate a specific
manufacturer. All building components to be installed and constructed to selected manufacturer specified installation techniques and in accordance with
local building codes. Optional items may be shown on the home, within the landscaping/site plan or in the rendering for illustrative purpose only. Consult
builder for standard or included features. c David Charlez Designs 2023. Do not replicate with out permission (952)-428-8200. David Charlez Design
retains rights to all plans and detail shown.
2/16/2023 3:37:21 PM 07Main Level MISC - Beduhn - CD
Beduhn Remodel BUILDER BY HOMEOWNER1.12.2022GM
1340 Vine Place
Orono, MN
DIMENSIONS ARE FROM FACE OF SHEATHING TO CENTER OF STUD
FLOOR TRUSSES ARE CALLED OUT AT 19.2" O.C.
FLOOR SYSTEM DESIGNER VERIFY SPACING AND
ADJUST AS ALLOWED BY SPANS
CEILING HEIGHT @ 8'-4 1/2" UNLESS NOTED (VERIFY EXISTING)
T.O. WINDOW FRAMES SET @ HEIGHT NOTED ON WINDOW SCHEDULE
MAIN LEVEL NOTES:
IMPORTANT REMODEL NOTE:
VERIFY ALL HEIGHTS AND SIZES OF EXISTING WINDOWS, DOORS, AND ROOF. VERIFY
FLOOR AND WALL HEIGHTS IN THE EFFECTED AREA PRIOR TO ORDERING MATERIALS OR
STARTING CONSTRUCTION
ALL DIMENSIONS LINES TO BE TO CENTERLINE OF STUDS TO FACE OF SHEATHING
ALL OVERALL DIMENSION LINES TO BE FACE OF STUD TO FACE OF SHEATHING
VERIFY ALL HEIGHTS AND SIZES OF EXISTING CONSTRUCTION MATERIALS: WALL STUDS,
FLOOR JOISTS, SUB FLOOR, AND ROOF TRUSSES PRIOR TO ORDERING MATERIALS OR
STARTING CONSTRUCTION
FIELD VERIFY OVERHANGS AND ROOF PITCH PRIOR TO ORDERING ROOF TRUSSES OR
STARTING CONSTRUCTION
ALL MODIFICATIONS AND NEW LOADS APPLIED TO THE EXISTING ROOF STRUCTURE WILL
BE VERIFIED BY AN ENGINEER WHO WILL PROVIDED DRAWING AND SPECIFICS
STRUCTURAL ENGINEERS SIGNATURE IS NEEDED BEFORE PLANS CAN BE SUBMITTED TO
CITY OF ORONO FOR APPROVAL. ENGINEER WILL VERIFY THAT ALL MODIFICATIONS TO
THE PROJECT MEET STATE AND LOCAL GOVERNMENT REQUIREMENTS
REVISION SCHEDULE
Number Date Issued by
CDRev1 1.18.2023 GM
CDRev2 1.24.2023 JCB
CDRev3 2.2.2023 GM
2
13
3
15
1
15
2
15
3
13
1
14
3
14
2
14
1
13
15' - 6"12' - 6"1' - 0"
6X6 STRUCTURAL POSTS
(ENG. TO VERIFY)BEAM FLUSHED PER MFG. SPEC.
GUEST RM
BATH
EXST.
MECH
W.I.C.
MUD
ROOM
LAUNDRYFAMILY ROOM
FOYER
KITCHEN
GREAT ROOM
POCKET
OFFICE
GARAGE
STAIRS
EXISTING DECK
EXISTING SIDE DECK
FRONT PORCH
EXISTING BEARING WALL STEP DOWNEXISTING DROPPED BEAM
EXISTING DROPPED BEAMEXST. DROPPED BEAMEXISTING DROPPED BEAMEXISTING
DROPPED BEAM
EXISTING
DROPPED BEAM
EXISTING DROPPED BEAM
EXISTING DROPPED BEAM
EXISTING DROPPED BEAM
NEW FLOOR JOISTS
(MATCH EXISTING)EXISTING DROPPED BEAMEXISTING DROPPED BEAMEXISTING DROPPED BEAMBEAM FLUSHED PER MFG. SPEC.
SIZE TO ALLOW FOR HVAC
BEAM FLUSHED PER MFG. SPEC.
SIZE TO ALLOW FOR HVAC
ROOF TRUSSES PER MFG. SPEC.24" FLOOR TRUSSES @ 19.2" O.C.24" FLOOR TRUSSES @ 19.2" O.C.BEAM FLUSHED PER MFG. SPEC.BEAM FLUSHED PER MFG. SPEC.BEAM FLUSHED PER MFG. SPEC.BEAM FLUSHED PER MFG. SPEC.SIZE TO ALLOW FOR HVACOPEN TO ABOVE
DINING
OPEN TO ABOVE
NEW BEAM PER MFG. SPEC.ROOF TRUSSES PER MFG.GARAGE DOOR HDR. PER MFG. SPEC.GARAGE DOOR HDR. PER MFG. SPEC.NEW WINDOW HDR. PER MFG. SPEC.NEW WINDOW HDR. PER MFG. SPEC.NEW DOOR HDR.
PER MFG. SPEC.
NEW WINDOW HDR.
PER MFG. SPEC.
NEW WINDOW HDR.
PER MFG. SPEC.
NEW WINDOW HDR.
PER MFG. SPEC.NEW WINDOW HDR. PER MFG. SPEC.NEW WINDOW HDR. PER MFG. SPEC.NEW DOOR HDR.
PER MFG. SPEC.
NEW DOOR HDR.
PER MFG. SPEC.
NEW WINDOW HDR.
PER MFG. SPEC.
NEW DOOR HDR.
PER MFG. SPEC.
NEW WINDOW HDR.
PER MFG. SPEC.
NEW WINDOW HDR.
PER MFG. SPEC.
NEW DOOR HDR.
PER MFG. SPEC.NEW DOOR HDR. PER MFG. SPEC.NEW WINDOW HDR. PER MFG. SPEC.
1
12
3
12EXISTING 2X8 JOISTSEXISTING 2X8 JOISTSEXISTING 2X8 JOISTSEXISTING 2X8 JOISTSBEAM FLUSHEDPER MFG. SPEC.LANDING BEAM PER MFG.
LANDING BEAM PER MFG.
19' - 0"11' - 0"BEAM w/ CANOPY HANDERS PER MFG. SPEC.BEAM w/ CANOPY HANDERS PER MFG. SPEC.BRG. PT.
FROM ABOVE18" FLOOR TRUSSES @ 19.2" O.C.18" FLOOR TRUSSES @ 19.2" O.C.18" FLOOR TRUSSES @ 19.2" O.C.18" FLOOR TRUSSES @ 19.2" O.C.NEW WINDOW HDR. PER MFG. SPEC.NEW WINDOW HDR.
PER MFG. SPEC.GIRDER TRUSS PER MFG. SPEC.ROOF TRUSSES @ 24" O.C.DRAWN BY
DESCRIPTION PROJECT #
PROJECT ISSUE
RE-ISSUE
BUILDER a18476 KENRICK AVE. SUITE #202
LAKEVILLE, MN 55044
TEL: 952.428.8200
EM: Dave@DavidCharlezDesigns.com
D A V I D C H A R L E Z D E S I G N SD A V I D C H A R L E Z D E S I G N S
Notes: Dimensions, details and conformation to all local codes are to be verified by owner and contractor prior to the start of construction. The designer of
the home is not a licensed structural engineer or architect and will assume no responsibility for items including, but not limited to : construction technique,
quality of material, workmanship, code adherence, safety, water proofing, insulation, radon, mold/mildew or other designs, specification or construction
issues. It is recommended that a licensed engineer review all plans for structural integrity and verify that the home meets code for extraordinary wind or
other natural stresses such as flooding, snowfall or substandard bearing soil. All structural members on the plans should be verified by the manufacturer
and their licensed engineering staff. Is is also recommended that a licensed contractor be commissioned to construct the home. All door and window size
are approximate rough openings. Specific manufacturer sizes vary and egress openings should be confirmed prior to construction. The home should be
flashed and enclosed to meet local code. Sizes of material and products reflect accepted industry standards and in no way indicate a specific
manufacturer. All building components to be installed and constructed to selected manufacturer specified installation techniques and in accordance with
local building codes. Optional items may be shown on the home, within the landscaping/site plan or in the rendering for illustrative purpose only. Consult
builder for standard or included features. c David Charlez Designs 2023. Do not replicate with out permission (952)-428-8200. David Charlez Design
retains rights to all plans and detail shown.
2/16/2023 3:37:26 PM 08Main Level Structural MISC - Beduhn - CD
Beduhn Remodel BUILDER BY HOMEOWNER1.12.2022GM
1340 Vine Place
Orono, MN
1/4" = 1'-0"
1Main Level Structural
NOT AN OFFICAL STRUCTURAL PLAN.
ALL BEAMS, HEADERS, AND GIRDER TRUSSES SHOWN MUST BE
SPECIFIED AND DETERMINED BY A LICENSED STRUCTURAL ENGINEER.
REFER TO STRUCTURAL DOCUMENTS PROVIDED BY ENGINEER FOR
FINAL LOCATIONS, SIZES, AND SPECS.
ROOF/FLOOR GIRDER TRUSSES SHOWN ARE APPROXIMATE LOCATIONS.
NOT ALL NECESSARY GIRDERS MAY BE SHOWN. TRUSS MANUFACTURER
TO DETERMINE FINAL LOCATIONS OF GIRDER TRUSSES.
SIZE BEAMS/HEADERS TO ALLOW FOR HVAC RUNS THROUGHOUT
ENTIRETY OF HOME.
GRAYED OUT FRAMED WALLS ARE 2X6 BEARING WALLS UNLESS NOTED
FLOOR TRUSSES ARE CALLED OUT AT 19.2” O.C.
FLOOR SYSTEM DESIGNER TO VERIFY SPACING AND ADJUST AS
ALLOWED BY SPANS
CEILING HEIGHT @ 8'-4 1/2" UNLESS NOTED
T.O. WINDOW FRAMES SET @ HEIGHT NOTED ON WINDOW SCHEDULE
structural notes:IMPORTANT REMODEL NOTE:
VERIFY ALL HEIGHTS AND SIZES OF EXISTING WINDOWS, DOORS, AND ROOF. VERIFY
FLOOR AND WALL HEIGHTS IN THE EFFECTED AREA PRIOR TO ORDERING MATERIALS OR
STARTING CONSTRUCTION
ALL DIMENSIONS LINES TO BE TO CENTERLINE OF STUDS TO FACE OF SHEATHING
ALL OVERALL DIMENSION LINES TO BE FACE OF STUD TO FACE OF SHEATHING
VERIFY ALL HEIGHTS AND SIZES OF EXISTING CONSTRUCTION MATERIALS: WALL STUDS,
FLOOR JOISTS, SUB FLOOR, AND ROOF TRUSSES PRIOR TO ORDERING MATERIALS OR
STARTING CONSTRUCTION
FIELD VERIFY OVERHANGS AND ROOF PITCH PRIOR TO ORDERING ROOF TRUSSES OR
STARTING CONSTRUCTION
ALL MODIFICATIONS AND NEW LOADS APPLIED TO THE EXISTING ROOF STRUCTURE WILL
BE VERIFIED BY AN ENGINEER WHO WILL PROVIDED DRAWING AND SPECIFICS
STRUCTURAL ENGINEERS SIGNATURE IS NEEDED BEFORE PLANS CAN BE SUBMITTED TO
CITY OF ORONO FOR APPROVAL. ENGINEER WILL VERIFY THAT ALL MODIFICATIONS TO
THE PROJECT MEET STATE AND LOCAL GOVERNMENT REQUIREMENTS
REVISION SCHEDULE
Number Date Issued by
CDRev1 1.18.2023 GM
CDRev2 1.24.2023 JCB
CDRev3 2.2.2023 GM
EXISTING
BALCONY AREA
DECREASE
WIDTH AS
SHOWN
REMOVE EXISTING ROOF TRUSSES
OVER MAIN LEVEL. REPLACE WITH
NEW UPPER LEVEL AS SHOWN
DRAWN BY
DESCRIPTION PROJECT #
PROJECT ISSUE
RE-ISSUE
BUILDER a18476 KENRICK AVE. SUITE #202
LAKEVILLE, MN 55044
TEL: 952.428.8200
EM: Dave@DavidCharlezDesigns.com
D A V I D C H A R L E Z D E S I G N SD A V I D C H A R L E Z D E S I G N S
Notes: Dimensions, details and conformation to all local codes are to be verified by owner and contractor prior to the start of construction. The designer of
the home is not a licensed structural engineer or architect and will assume no responsibility for items including, but not limited to : construction technique,
quality of material, workmanship, code adherence, safety, water proofing, insulation, radon, mold/mildew or other designs, specification or construction
issues. It is recommended that a licensed engineer review all plans for structural integrity and verify that the home meets code for extraordinary wind or
other natural stresses such as flooding, snowfall or substandard bearing soil. All structural members on the plans should be verified by the manufacturer
and their licensed engineering staff. Is is also recommended that a licensed contractor be commissioned to construct the home. All door and window size
are approximate rough openings. Specific manufacturer sizes vary and egress openings should be confirmed prior to construction. The home should be
flashed and enclosed to meet local code. Sizes of material and products reflect accepted industry standards and in no way indicate a specific
manufacturer. All building components to be installed and constructed to selected manufacturer specified installation techniques and in accordance with
local building codes. Optional items may be shown on the home, within the landscaping/site plan or in the rendering for illustrative purpose only. Consult
builder for standard or included features. c David Charlez Designs 2023. Do not replicate with out permission (952)-428-8200. David Charlez Design
retains rights to all plans and detail shown.
2/16/2023 3:37:30 PM 09Upper Level Demo Plan MISC - Beduhn - CD
Beduhn Remodel BUILDER BY HOMEOWNER1.12.2022GM
1340 Vine Place
Orono, MN
1/4" = 1'-0"
1 Upper Level Demo Plan
REVISION SCHEDULE
Number Date Issued by
CDRev1 1.18.2023 GM
CDRev2 1.24.2023 JCB
CDRev3 2.2.2023 GM
36' - 6 1/2"7' - 5 1/2"8' - 0"22' - 6"34' - 0"11' - 0"29' - 0"4' - 0 1/2"2' - 11 1/2"3' - 0"7' - 6 5/8"9' - 5 3/8"8' - 6"10' - 6"3' - 0"7' - 0"7' - 0"11' - 8 3/4"14' - 11 1/4"17' - 10"6' - 0"5' - 0"
17' - 0"19' - 0"72' - 6"
25' - 6"11' - 0 1/2"3' - 8 3/4"3' - 8 3/4"4' - 0"4' - 0"6' - 6"13' - 9 1/2"2' - 2 1/2"6' - 6"5' - 6"5' - 0"6' - 0"6' - 0"5' - 0"
108' - 6"5' - 6"6"5' - 0"4' - 6"5' - 8 1/2"15' - 7"3' - 2 1/2"9' - 3 1/2"2' - 2 1/2"4' - 6"4' - 6"17' - 0"4' - 6"7' - 0"3' - 0"4' - 0"7' - 6"12' - 0"9' - 6"8' - 1"5' - 10"5' - 6 1/2"8' - 6 1/2"9' - 11 1/2"
9' - 10 1/2"5' - 8"
41 1/2"41 1/2"1' - 0 1/2"4' - 0"7' - 4"12' - 4 1/4"2' - 4 1/2"4' - 4 1/2"2' - 4 1/2"2' - 4 3/4"4' - 4 1/2"2' - 4 1/2"12' - 4 1/4"7' - 0 1/4"6' - 10 1/2"SD/CO
SD/CO
SMOKE
DET.
SMOKE
DET.
SMOKE
DET.
SMOKE
DET.
OWNER'S SUITE
OPEN TO
KITCHEN
BELOW
OPEN TO
DINING
BELOW
EXST. LOFT
BDRM #2 BDRM #3
BDRM #4
BATH
BONUS ROOMEXST. BALCONY
CARPET FLOORING
COMPOSITE DECKING
CABLE RAILING
CABLE RAILING
CABLE RAILING
WOOD FLOORING
CARPET FLOORING
18"
LIN.54" VANITYFAN
36"x60" TILE
SHOWER
BI-PASS DOOR
R&S
4' - 1 3/4"
CARPET FLOORING
R&S
5' - 8 3/4"4' - 1 3/4"
CARPET FLOORING
STAIRS
WOOD TREADS
& RISERSCABLE RAILINGCABLE RAILINGFAN78" VANITY36"x60" TILETUB/SHWRBEV.
REF.
WET BAR
CARPET FLOORING
VAULTED CEILINGS2X6 WALL2X6 PLMG WALL2X6 WALL2X6 PLMG WALL2X6 WALLFLOOR OVER GARAGE:
-HEAT DUCT & SEWER WRAPPED & FOAMED
-HOLD HEAT DUCT & SEWER TIGHT TO SUBFLOOR
-BLOWN INSULATION (R-49)
10' - 6 1/2"
EXISTING UPPER LEVEL
FLOOR ELEVATION
2
13
3
15
1
15
2
15
3
13
1
14
3
14
2
14
EXISTING FLOOR SYSTEMNEW FLOOR SYSTEM1
13
NEW LOFT
WOOD FLOORING
1
12
3
1219 3/4"EXISTING
BALCONY AREA
DECREASE
WIDTH AS
SHOWN
EXISTING EXPOSED BEAM
@ MAIN LEVEL CLG.
STORAGE
SPACE
STORAGE
SPACE
STORAGE
SPACE
INDICATES NEW WALLS
INDICATES EXISTING WALLS
(UNDISTURBED OR MODIFIED)
TILE FLOOR
OPEN BELOW
SHELVING
LINEN SHELVING4' - 3"2' - 4 1/2"16'-0" DRY BAR LINE OF VAULTLINE OF VAULT
16"16"
NEW 8'-6" VANITY
NEW 36"x60" FREE
STANDING TUBNEW
LINEN
NEW
LINEN
NEW 84"x42"
TILE SHOWER
w/ CORNER
BENCH10' - 7 3/4"EXISTING
CLOSET
10' - 8"6' - 0 3/4"
WALL SHOULD STACK
w/ KITCHEN/MECH.
WALL BELOW
EQEQ
28
29
21830313233
34
35
3637 38 39 40 41 42 43 44 45
464748
495051
52
5354555658
59
606162
63 40' - 0"11' - 6"57x30"80"201x36"80"202x30"80"
203x30"80"204x60"80"
205
x30"80"
208
x48"80"
207x30"80"206x72"80"
210 x30"80"211x72"80"
209
x30"80"212x30"80"
213 x36"80"214x36"80"
215
x36"80"
216
x36"80"
217
BATH
TILE
40' - 0"108' - 6"
OWNER'S BATH
TILE FLOOR
3' - 6"36
1/4" = 1'-0"
1Upper Level
DRAWN BY
DESCRIPTION PROJECT #
PROJECT ISSUE
RE-ISSUE
BUILDER a18476 KENRICK AVE. SUITE #202
LAKEVILLE, MN 55044
TEL: 952.428.8200
EM: Dave@DavidCharlezDesigns.com
D A V I D C H A R L E Z D E S I G N SD A V I D C H A R L E Z D E S I G N S
Notes: Dimensions, details and conformation to all local codes are to be verified by owner and contractor prior to the start of construction. The designer of
the home is not a licensed structural engineer or architect and will assume no responsibility for items including, but not limited to : construction technique,
quality of material, workmanship, code adherence, safety, water proofing, insulation, radon, mold/mildew or other designs, specification or construction
issues. It is recommended that a licensed engineer review all plans for structural integrity and verify that the home meets code for extraordinary wind or
other natural stresses such as flooding, snowfall or substandard bearing soil. All structural members on the plans should be verified by the manufacturer
and their licensed engineering staff. Is is also recommended that a licensed contractor be commissioned to construct the home. All door and window size
are approximate rough openings. Specific manufacturer sizes vary and egress openings should be confirmed prior to construction. The home should be
flashed and enclosed to meet local code. Sizes of material and products reflect accepted industry standards and in no way indicate a specific
manufacturer. All building components to be installed and constructed to selected manufacturer specified installation techniques and in accordance with
local building codes. Optional items may be shown on the home, within the landscaping/site plan or in the rendering for illustrative purpose only. Consult
builder for standard or included features. c David Charlez Designs 2023. Do not replicate with out permission (952)-428-8200. David Charlez Design
retains rights to all plans and detail shown.
2/16/2023 3:37:36 PM 10Upper Level MISC - Beduhn - CD
Beduhn Remodel BUILDER BY HOMEOWNER1.12.2022GM
1340 Vine Place
Orono, MN
DIMENSIONS ARE FROM FACE OF SHEATHING TO CENTER OF STUD
ROOF TRUSSES ARE CALLED OUT @ 24” O.C.
ROOF SYSTEM DESIGNER TO VERIFY SPACING AND ADJUST AS ALLOWED
BY SPANS
TRUSS MANUFACTURER TO VERIFY ALL ENERGY HEELS SHOWN TO
ENSURE FINAL EAVE FRAMING DOES NOT CONFLICT WITH FINISHED
EXTERIOR WINDOW TRIM AS SHOWN ON ELEVATIONS.
CEILING HEIGHT @ 8'-1 1/8" UNLESS NOTED (VERIFY EXISTING)
T.O. WINDOW FRAMES SET @ HEIGHT NOTED ON WINDOW SCHEDULE
upper LEVEL NOTES:
IMPORTANT REMODEL NOTE:
VERIFY ALL HEIGHTS AND SIZES OF EXISTING WINDOWS, DOORS, AND ROOF. VERIFY
FLOOR AND WALL HEIGHTS IN THE EFFECTED AREA PRIOR TO ORDERING MATERIALS OR
STARTING CONSTRUCTION
ALL DIMENSIONS LINES TO BE TO CENTERLINE OF STUDS TO FACE OF SHEATHING
ALL OVERALL DIMENSION LINES TO BE FACE OF STUD TO FACE OF SHEATHING
VERIFY ALL HEIGHTS AND SIZES OF EXISTING CONSTRUCTION MATERIALS: WALL STUDS,
FLOOR JOISTS, SUB FLOOR, AND ROOF TRUSSES PRIOR TO ORDERING MATERIALS OR
STARTING CONSTRUCTION
FIELD VERIFY OVERHANGS AND ROOF PITCH PRIOR TO ORDERING ROOF TRUSSES OR
STARTING CONSTRUCTION
ALL MODIFICATIONS AND NEW LOADS APPLIED TO THE EXISTING ROOF STRUCTURE WILL
BE VERIFIED BY AN ENGINEER WHO WILL PROVIDED DRAWING AND SPECIFICS
STRUCTURAL ENGINEERS SIGNATURE IS NEEDED BEFORE PLANS CAN BE SUBMITTED TO
CITY OF ORONO FOR APPROVAL. ENGINEER WILL VERIFY THAT ALL MODIFICATIONS TO
THE PROJECT MEET STATE AND LOCAL GOVERNMENT REQUIREMENTS
REVISION SCHEDULE
Number Date Issued by
CDRev1 1.18.2023 GM
CDRev2 1.24.2023 JCB
CDRev3 2.2.2023 GM
OWNER'S SUITE
OPEN TO KITCHEN BELOW
OPEN TO DINING BELOW
EXST.
CLOSET
OWNER'S BATH
LOFT
BDRM #2
BDRM #3
BDRM #4
BATH
BONUS ROOM
BALCONY
ROOF TRUSSES @ 24" O.C.ROOF TRUSSES @
24" O.C.
ROOF TRUSSES @
24" O.C.ROOF TRUSSES @ 24" O.C.ROOF TRUSSES @ 24" O.C.ROOF TRUSSES @ 24" O.C.DOOR HDR. PER MFG. SPEC.
WINDOW HDR.
PER MFG. SPEC.WINDOW HDR. PER MFG. SPEC.WINDOW HDR.
PER MFG. SPEC.
WINDOW HDR.
PER MFG. SPEC.
WINDOW HDR.
PER MFG. SPEC.
WINDOW HDR.
PER MFG. SPEC.
WINDOW HDR.
PER MFG. SPEC.
WINDOW HDR.
PER MFG. SPEC.
WINDOW HDR.
PER MFG. SPEC.
WINDOW HDR.
PER MFG. SPEC.WINDOW HDR. PER MFG. SPEC.WINDOW HDR.
PER MFG. SPEC.
WINDOW HDR.
PER MFG. SPEC.
WINDOW HDR.
PER MFG. SPEC.
WINDOW HDR.
PER MFG. SPEC.WINDOW HDR. PER MFG. SPEC.WINDOW HDR. PER MFG. SPEC.2
13
3
15
1
15
2
15
3
13
1
14
3
14
2
14
1
13
1
12
3
12
ATTIC
ACCESS
ROOF TRUSSES @ 24" O.C.ROOF TRUSSES @ 24" O.C.PROPOSED GIRDER TRUSS PER MFG. SPEC.PROPOSED GIRDER TRUSS PER MFG. SPEC.PROPOSED GIRDER TRUSS PER MFG. SPEC.PROPOSED GIRDER TRUSS PER MFG. SPEC.
BATH
W.I.C.
VAULT LINE
VAULT LINEWINDOW HDR. PER MFG. SPEC.WINDOW HDR.
PER MFG. SPEC.
DRAWN BY
DESCRIPTION PROJECT #
PROJECT ISSUE
RE-ISSUE
BUILDER a18476 KENRICK AVE. SUITE #202
LAKEVILLE, MN 55044
TEL: 952.428.8200
EM: Dave@DavidCharlezDesigns.com
D A V I D C H A R L E Z D E S I G N SD A V I D C H A R L E Z D E S I G N S
Notes: Dimensions, details and conformation to all local codes are to be verified by owner and contractor prior to the start of construction. The designer of
the home is not a licensed structural engineer or architect and will assume no responsibility for items including, but not limited to : construction technique,
quality of material, workmanship, code adherence, safety, water proofing, insulation, radon, mold/mildew or other designs, specification or construction
issues. It is recommended that a licensed engineer review all plans for structural integrity and verify that the home meets code for extraordinary wind or
other natural stresses such as flooding, snowfall or substandard bearing soil. All structural members on the plans should be verified by the manufacturer
and their licensed engineering staff. Is is also recommended that a licensed contractor be commissioned to construct the home. All door and window size
are approximate rough openings. Specific manufacturer sizes vary and egress openings should be confirmed prior to construction. The home should be
flashed and enclosed to meet local code. Sizes of material and products reflect accepted industry standards and in no way indicate a specific
manufacturer. All building components to be installed and constructed to selected manufacturer specified installation techniques and in accordance with
local building codes. Optional items may be shown on the home, within the landscaping/site plan or in the rendering for illustrative purpose only. Consult
builder for standard or included features. c David Charlez Designs 2023. Do not replicate with out permission (952)-428-8200. David Charlez Design
retains rights to all plans and detail shown.
2/16/2023 3:37:40 PM 11Upper Level Structural MISC - Beduhn - CD
Beduhn Remodel BUILDER BY HOMEOWNER1.12.2022GM
1340 Vine Place
Orono, MN
1/4" = 1'-0"
1Upper Level Structural
NOT AN OFFICAL STRUCTURAL PLAN.
ALL BEAMS, HEADERS, AND GIRDER TRUSSES SHOWN MUST BE
SPECIFIED AND DETERMINED BY A LICENSED STRUCTURAL ENGINEER.
REFER TO STRUCTURAL DOCUMENTS PROVIDED BY ENGINEER FOR
FINAL LOCATIONS, SIZES, AND SPECS.
ROOF/FLOOR GIRDER TRUSSES SHOWN ARE APPROXIMATE LOCATIONS.
NOT ALL NECESSARY GIRDERS MAY BE SHOWN. TRUSS MANUFACTURER
TO DETERMINE FINAL LOCATIONS OF GIRDER TRUSSES.
SIZE BEAMS/HEADERS TO ALLOW FOR HVAC RUNS THROUGHOUT
ENTIRETY OF HOME.
GRAYED OUT FRAMED WALLS ARE 2X6 BEARING WALLS UNLESS NOTED
ROOF TRUSSES ARE CALLED OUT @ 24” O.C.
ROOF SYSTEM DESIGNER TO VERIFY SPACING AND ADJUST AS ALLOWED
BY SPANS
TRUSS MANUFACTURER TO VERIFY ALL ENERGY HEELS SHOWN TO
ENSURE FINAL EAVE FRAMING DOES NOT CONFLICT WITH FINISHED
EXTERIOR WINDOW TRIM AS SHOWN ON ELEVATIONS.
CEILING HEIGHT @ 8'-1 1/8" UNLESS NOTED (VERIFY EXISTING)
T.O. WINDOW FRAMES SET @ HEIGHT NOTED ON WINDOW SCHEDULE
structural notes:
IMPORTANT REMODEL NOTE:
VERIFY ALL HEIGHTS AND SIZES OF EXISTING WINDOWS, DOORS, AND ROOF. VERIFY
FLOOR AND WALL HEIGHTS IN THE EFFECTED AREA PRIOR TO ORDERING MATERIALS OR
STARTING CONSTRUCTION
ALL DIMENSIONS LINES TO BE TO CENTERLINE OF STUDS TO FACE OF SHEATHING
ALL OVERALL DIMENSION LINES TO BE FACE OF STUD TO FACE OF SHEATHING
VERIFY ALL HEIGHTS AND SIZES OF EXISTING CONSTRUCTION MATERIALS: WALL STUDS,
FLOOR JOISTS, SUB FLOOR, AND ROOF TRUSSES PRIOR TO ORDERING MATERIALS OR
STARTING CONSTRUCTION
FIELD VERIFY OVERHANGS AND ROOF PITCH PRIOR TO ORDERING ROOF TRUSSES OR
STARTING CONSTRUCTION
ALL MODIFICATIONS AND NEW LOADS APPLIED TO THE EXISTING ROOF STRUCTURE WILL
BE VERIFIED BY AN ENGINEER WHO WILL PROVIDED DRAWING AND SPECIFICS
STRUCTURAL ENGINEERS SIGNATURE IS NEEDED BEFORE PLANS CAN BE SUBMITTED TO
CITY OF ORONO FOR APPROVAL. ENGINEER WILL VERIFY THAT ALL MODIFICATIONS TO
THE PROJECT MEET STATE AND LOCAL GOVERNMENT REQUIREMENTS
REVISION SCHEDULE
Number Date Issued by
CDRev1 1.18.2023 GM
CDRev2 1.24.2023 JCB
CDRev3 2.2.2023 GM
Existing Upper Level Clg. Hgt.8' - 1 1/8"8"Existing Main Level Clg. Hgt.8' - 4 1/2"8"EXST. 2X8 FLOOR SYSTEM
EXST. 2X8 FLOOR SYSTEMEXST. BALCONYNew Energy Heel26 1/4"8"
12"
3' - 0"
NEW ROOF
TRUSSES PER
MFG. SPEC.
EXISTING DECK
EXISTING
CRAWL SPACE
Exst.
12
2
New Overhang
3' - 0"
8"
12"New Energy Heel26 1/4"2X
6
T
R
U
S
S
T
A
I
L
S
2X
4
L
O
O
K
O
U
T
S
Sub Fascia17 1/2"EXST. WALLMETAL DRIP EDGE
4/4" x 8" TRIM
3/4" BACKING
4/4" x 12" FASICA
17-1/2" x 1-1/4" SUB FASICA
CO
M
P
O
S
I
T
E
V
E
N
T
E
D
S
O
F
F
I
T
S
TYPICAL EAVE CONSTRUCTION:
ARCHITECTURAL GRADE ASPHALT SHINGLES
#15FELT & ICE & WATER SHIELD (6'-0")
1/2" OSB SHEATHING w/STEEL CLIPS
TRUSSES @ 24" O.C. (PER MFG. SPEC.)
BAFFLES w/1" AIR SPACE
2X4 LOOKOUTS
17-1/2" x 1-1/4" RIM BOARD SUB FASCIA
4/4" x 8" FASCIA ON
4/4" x 12" COMPOSITE FASCIA
COMPOSITE VENTED SOFFITS
NEW CRAWL SPACE TO
MATCH EXISITNGNew Energy Heel30 1/4"3' - 0"
8"
12"
ROOF, CEILING & EAVE
CONSTRUCTION:
WALL
CONSTRUCTION:
FOUNDATION WALL &
BASEMENT SLAB
CONSTRUCTION:
MAIN LEVEL
CONSTRUCTION:
UPPER LEVEL
CONSTRUCTION:
ARCHITECTURAL GRADE ASPHALT
SHINGLES
#15FELT & ICE & WATER SHIELD (6'-0")
1/2" OSB SHEATHING w/STEEL CLIPS
TRUSSES @ 24" O.C. (PER MFG. SPEC.)
BAFFLES w/1" AIR SPACE
2X4 LOOKOUTS
17-1/2" x 1-1/4" RIM BOARD SUB FASCIA
4/4" x 8" FASCIA ON
4/4" x 12" COMPOSITE FASCIA
COMPOSITE VENTED SOFFITS
R-50 BLOWN INSULATION
POLY VAPOR BARRIER
5/8" GYP. BRD. CEILING
3/4" T&G PLYWOOD SUBFLOOR
GLUED & SCREWED
18" FLOOR TRUSSES @ 19.2" O.C.
(FLOOR SYSTEM DESIGNER TO
VERIFY SIZE & SPACING BASED ON
SPANS)
5/8" GYP. BRD. ON CEILING
SPRAY INSULATE RIMS (R-21)
SIDING PER ELEVATION
HOUSE WRAP (WRAP
WINDOWS PER MFG. SPEC.)
1/2" OSB SHEATHING
2X6 STUDS @16" O.C.
DBL. TOP PLATE
R-21 WALL INSULATION
4 MIL POLY VAPOR BARRIER
1/2" GYP. BRD.
2X6 SOLE PLATE
ALL DETAILS TO CONFORM W/
ENERGY CODE
AS EXISTING
AS EXISTING8' - 1 1/8"1' - 6 3/4"8' - 11 3/4"NEW 2x10 JOISTS TO
MATCH EXISTING
New
3' - 0"
2' - 9 1/4"2 3/4"
METAL DRIP EDGE
5/4" x 8" COMP. FASCIA
3/4" BACKING
15-1/8" x 1-1/4" RIM
BOARD SUB FASCIA
15 1/8"4/4" x 10" COMP. FASCIA
2X4 BLOCKING
CANOPY HANGERS PER ENG. SPEC.BEAM PERMFG. SPEC.2X4 LOOKOUTS
2X4 LOOKOUTS
EPDM RUBBER MEMBRANE
3/4" PLYWOOD (PITCHED @ 1/4" SLOPE MIN.)
WEDGE BLOCK
COMPOSITE VENTED SOFFIT
TYPICAL FLAT EAVE w/ CABLES:
EPDM RUBBER MEMBRANE (EXTEND MEMBRANE
12"-18" UP/DN ABUDDING WALLS/ROOFS)
3/4" PLYWOOD SHEATHING w/ WEDGE BLOCK
2X4 LOOKOUTS @ 24" O.C.
BEAM FLUSHED PER MFG. SPEC.
5/4" x 8" COMPOSITE FASICA w/ METAL DRIP EDGE
3/4" BACKING
4/4" x 10" COMPOSITE FASCIA
15-1/8" x 1-1/4" RIM BOARD SUB FASCIA
2X4 BLOCKING
COMPOSITE VENTED SOFFITS
FLOOR TRUSSES
PER PLAN
1' - 6 3/4"12"
2X4 LOOKOUTS
2X4
LOOKOUTS 16 7/8"METAL DRIP EDGE
5/4" x 8" COMP. FASCIA
3/4" BACKING
4/4" x 12" COMP. FASCIA
16-7/8" x 1-1/4" RIM
BOARD SUB FASCIA
EPDM RUBBER MEMBRANE3/4" PLYWOOD SHEATHING @ 1/4" SLOPE MIN.Energy Heel11 3/8"COMPOSITE
VENTED
SOFFITS
FLAT EAVE @ BONUS ROOM:
EPDM RUBBER MEMBRANE (EXTEND MEMBRANE
12"-18" UP/DN ABUDDING WALLS/ROOFS)
3/4" PLYWOOD SHEATHING w/ WEDGE BLOCK
2X4 LOOKOUTS @ 24" O.C.
5/4" x 8" COMPOSITE FASICA w/ METAL DRIP EDGE
3/4" BACKING
4/4" x 12" COMPOSITE FASCIA
16-7/8" x 1-1/4" RIM BOARD SUB FASCIA
COMPOSITE VENTED SOFFITS
DRAWN BY
DESCRIPTION PROJECT #
PROJECT ISSUE
RE-ISSUE
BUILDER a18476 KENRICK AVE. SUITE #202
LAKEVILLE, MN 55044
TEL: 952.428.8200
EM: Dave@DavidCharlezDesigns.com
D A V I D C H A R L E Z D E S I G N SD A V I D C H A R L E Z D E S I G N S
Notes: Dimensions, details and conformation to all local codes are to be verified by owner and contractor prior to the start of construction. The designer of
the home is not a licensed structural engineer or architect and will assume no responsibility for items including, but not limited to : construction technique,
quality of material, workmanship, code adherence, safety, water proofing, insulation, radon, mold/mildew or other designs, specification or construction
issues. It is recommended that a licensed engineer review all plans for structural integrity and verify that the home meets code for extraordinary wind or
other natural stresses such as flooding, snowfall or substandard bearing soil. All structural members on the plans should be verified by the manufacturer
and their licensed engineering staff. Is is also recommended that a licensed contractor be commissioned to construct the home. All door and window size
are approximate rough openings. Specific manufacturer sizes vary and egress openings should be confirmed prior to construction. The home should be
flashed and enclosed to meet local code. Sizes of material and products reflect accepted industry standards and in no way indicate a specific
manufacturer. All building components to be installed and constructed to selected manufacturer specified installation techniques and in accordance with
local building codes. Optional items may be shown on the home, within the landscaping/site plan or in the rendering for illustrative purpose only. Consult
builder for standard or included features. c David Charlez Designs 2023. Do not replicate with out permission (952)-428-8200. David Charlez Design
retains rights to all plans and detail shown.
2/16/2023 3:37:45 PM 12Cross Sections MISC - Beduhn - CD
Beduhn Remodel BUILDER BY HOMEOWNER1.12.2022GM
1340 Vine Place
Orono, MN
1/2" = 1'-0"
1Typical Wall Section 1
1" = 1'-0"
2Detail - Typical Eave
1/2" = 1'-0"
3Typical Wall Section 2
1 1/2" = 1'-0"
5 Detail - Typical Eave w/ Hangers
1 1/2" = 1'-0"
6 Detail - Flat Eave @ Bonus Rm
IMPORTANT REMODEL NOTE:
VERIFY ALL HEIGHTS AND SIZES OF EXISTING WINDOWS, DOORS, AND ROOF. VERIFY
FLOOR AND WALL HEIGHTS IN THE EFFECTED AREA PRIOR TO ORDERING MATERIALS OR
STARTING CONSTRUCTION
ALL DIMENSIONS LINES TO BE TO CENTERLINE OF STUDS TO FACE OF SHEATHING
ALL OVERALL DIMENSION LINES TO BE FACE OF STUD TO FACE OF SHEATHING
VERIFY ALL HEIGHTS AND SIZES OF EXISTING CONSTRUCTION MATERIALS: WALL STUDS,
FLOOR JOISTS, SUB FLOOR, AND ROOF TRUSSES PRIOR TO ORDERING MATERIALS OR
STARTING CONSTRUCTION
FIELD VERIFY OVERHANGS AND ROOF PITCH PRIOR TO ORDERING ROOF TRUSSES OR
STARTING CONSTRUCTION
ALL MODIFICATIONS AND NEW LOADS APPLIED TO THE EXISTING ROOF STRUCTURE WILL
BE VERIFIED BY AN ENGINEER WHO WILL PROVIDED DRAWING AND SPECIFICS
STRUCTURAL ENGINEERS SIGNATURE IS NEEDED BEFORE PLANS CAN BE SUBMITTED TO
CITY OF ORONO FOR APPROVAL. ENGINEER WILL VERIFY THAT ALL MODIFICATIONS TO
THE PROJECT MEET STATE AND LOCAL GOVERNMENT REQUIREMENTS
REVISION SCHEDULE
Number Date Issued by
CDRev1 1.18.2023 GM
CDRev2 1.24.2023 JCB
CDRev3 2.2.2023 GM
CDRev4 2.16.2023 LMC
Existing First Floor0' - 0"
Existing Second Floor
10' - 6 1/2"
Roof
18' - 7 5/8"8' - 1 1/8"1' - 6 3/4"8' - 11 3/4"8' - 1 1/8"1' - 6 3/4"8' - 11 3/4"10"3' - 6"12
5Heel18 1/4"3/4" SUBFLOOR
18" FLOOR TRUSSES @ 19.2" O.C.3/4" SUBFLOOR
24" FLOOR TRUSSES @ 19.2" O.C.
EXISTING 2X10 FLOOR SYSTEM
EXISTING CRAWL SPACE
Exst.NewNew
New
3/4" SUBFLOOR
2X6 TRD. JOISTS @ 16" O.C.
NEW ROOF TRUSSES
PER MFG. SPEC.2' - 0"
8"
12"
8"
12"4' - 0 1/2"Ceiling Height Varies w/ Vault2' - 0 3/4"T.O. Foundation to B.O. Trusses8' - 11 1/4"ZERO ENTRY GARAGE
SLAB INTO HOUSE
T.O. GARAGE FOUNDATION TO
MATCH EXISTING GARAGE Heel18 5/16"NEW ROOF TRUSSES PER MFG. SPEC.
BATHLAUNDRYFAMILY
ROOM
GARAGE
NEW 2x10 JOIST FLOOR SYSTEM TO MATCH EXISTING
BDRM #2
BDRM #3
BONUS ROOM
NOTE:
NEW EXISTING CRAWL SPACE &
FOUNDATION AREA TO BE SEALED
WITH VAPOR BARRIER. MATCH
EXISTING HEIGHT
GRADE MUST BE
MINIMUM OF 6"
BELOW TOP OF
FOUNDATION WALL
B.O. FOOTING @ MIN.
42" BELOW GRADE
TYPICAL SLAB CONSTRUCTION:
4" CONCRETE SLAB PITCHED
TOWARDS OVERHEAD DOOR OVER
POLY/VAPOR BARRIER OVER SAND
BED GRANULAR FILL
GARAGE WALLS:
INSULATE WALLS & CEILINGS
5/8" TYPE-X GYP. BD. & FINISH
TAPE ON ALL INTERIOR
GARAGE WALLS & CEILINGS
FLOOR OVER GARAGE:
-HEAT DUCT & SEWER WRAPPED &
FOAMED
-HOLD HEAT DUCT & SEWER TIGHT
TO SUBFLOOR
-BLOWN INSULATION (R-49)
NEW ROOF TRUSSES PER MFG. SPEC.
GIRDER TRUSS
PER MFG. SPEC.
18" PARALLEL
CHORD TRUSSES
PER MFG. SPEC.
10' - 11 1/2"51' - 6"9' - 11 1/2"Upper Level to Apex of Vault11' - 0 13/16"New First Floor Clg.8' - 11 3/4"
3' - 0"6"NEW CRAWL SPACE6 1/4"BEAM DROPPED PER MFG. SPEC.
Existing First Floor
0' - 0"
Existing Second Floor10' - 6 1/2"
Roof
18' - 7 5/8"
Exst. Raised First Floor1' - 6"
Exst. Raised First Floor Clg.9' - 10 1/2"8' - 1 1/8"1' - 6 3/4"8' - 11 3/4"10"6 1/4"1' - 6"8' - 1 1/8"8"8' - 4 1/2"8"7' - 5 3/4"3/4" SUBFLOOR
18" FLOOR TRUSSES @ 19.2" O.C.
EXISTING 2X8 FLOOR SYSTEM
EXISTING 2X8 FLOOR SYSTEM
EXISTING 2X10 FLOOR SYSTEM
3/4" SUBFLOOR
24" FLOOR TRUSSES @ 19.2" O.C.
EXISTING
BEAMS
Exst.Exst.
New New 4' - 0 1/2"NEW CRAWL SPACE TO MATCH EXISTING
BEAM OR GIRDER
TRUSS PER MFG. SPEC.8' - 1 1/8"8"8' - 4 1/2"ZERO ENTRY GARAGE
SLAB INTO HOUSE
T.O. GARAGE FOUNDATION TO
MATCH EXISTING GARAGE
BEAM FLUSHED
PER MFG. SPEC.3' - 6"New Heel13 5/8"MUD
ROOM
FAMILY ROOM
DININGGREAT ROOM GARAGE
3/4" SUBFLOOR
2X6 TRD. JOISTS @ 16" O.C.
NEW ROOF TRUSSES PER MFG. SPEC.NEW ROOF TRUSSES PER MFG. SPEC.
8"
12"
8"
12"Heel18 5/16"NEW ROOF TRUSSES
PER MFG. SPEC.
OWNER'S SUITEBDRM #2 BDRM #3
BONUS ROOM
EXISTING CRAWL SPACEEXISTING CRAWL SPACE
NEW GIRDER TRUSS
PER MFG. SPEC.
1
8
"18"18" PARALLEL CHORD
TRUSSES PER MFG. SPEC.
36"
24"
12"
12"
FLOOR OVER GARAGE:
-HEAT DUCT & SEWER WRAPPED &
FOAMED
-HOLD HEAT DUCT & SEWER TIGHT
TO SUBFLOOR
-BLOWN INSULATION (R-49)
NOTE:
PROVIDE EXISTING CRAWL SPACE
& FOUNDATION AREA TO BE
SEALED WITH VAPOR BARRIER GRADE MUST BE
MINIMUM OF 6"
BELOW TOP OF
FOUNDATION WALL
B.O. FOOTING @ MIN.
42" BELOW GRADE
TYPICAL SLAB CONSTRUCTION:
4" CONCRETE SLAB PITCHED
TOWARDS OVERHEAD DOOR OVER
POLY/VAPOR BARRIER OVER SAND
BED GRANULAR FILL
GARAGE WALLS:
INSULATE WALLS & CEILINGS
5/8" TYPE-X GYP. BD. & FINISH
TAPE ON ALL INTERIOR
GARAGE WALLS & CEILINGS
10' - 11 1/2"23' - 0 1/2"28' - 5 1/2"45' - 11 1/2"
BDRM #3
CLOSET
New First Floor Clg.
8' - 11 3/4"Ceiling Height Varies w/ Vault2' - 0 3/4"T.O. Foundation to B.O. Trusses8' - 11 1/4"Upper Level to Apex of Vault8"
12"6"NEW 2x10 JOISTS TO MATCH EXISTING
NOTE:
PROVIDE NEW CRAWL SPACE &
FOUNDATION AREA W/ SEALED
WITH VAPOR BARRIER
BEAM DROPPED PER MFG. SPEC.
Existing Second Floor
10' - 6 1/2"
Roof
18' - 7 5/8"
Lowered First Floor-0' - 6 1/4"8' - 1 1/8"11' - 0 3/4"12
6
Heel11 3/8"Heel11 3/8"Heel40 3/4"NEW SCISSOR TRUSSES
PER MFG. SPEC.
2' - 0"
3 1/2"
12"
BEAM FLUSHED
PER MFG. SPEC.
3/4" SUBFLOOR
24" FLOOR TRUSSES @ 19.2" O.C.
ZERO ENTRY GARAGE
SLAB INTO HOUSE
T.O. GARAGE
FOUNDATION TO MATCH
EXISTING GARAGE
3' - 6"3' - 6"BONUS ROOM
GARAGE
8"
12"
3' - 0"
GRADE MUST BE
MINIMUM OF 6"
BELOW TOP OF
FOUNDATION WALL
B.O. FOOTING @ MIN.
42" BELOW GRADE
TYPICAL SLAB CONSTRUCTION:
4" CONCRETE SLAB PITCHED
TOWARDS OVERHEADR DOOR OVER
POLY/VAPOR BARRIER OVER SAND
BED GRANULAR FILL
GARAGE WALLS:
INSULATE WALLS & CEILINGS
5/8" TYPE-X GYP. BD. & FINISH
TAPE ON ALL INTERIOR
GARAGE WALLS & CEILINGS
FLOOR OVER GARAGE:
-HEAT DUCT & SEWER WRAPPED &
FOAMED
-HOLD HEAT DUCT & SEWER TIGHT
TO SUBFLOOR
-BLOWN INSULATION (R-49)
10' - 8 1/2"10' - 8 1/2"
2"
12"Upper Level to Apex of Vault9' - 9 9/16"DRAWN BY
DESCRIPTION PROJECT #
PROJECT ISSUE
RE-ISSUE
BUILDER a18476 KENRICK AVE. SUITE #202
LAKEVILLE, MN 55044
TEL: 952.428.8200
EM: Dave@DavidCharlezDesigns.com
D A V I D C H A R L E Z D E S I G N SD A V I D C H A R L E Z D E S I G N S
Notes: Dimensions, details and conformation to all local codes are to be verified by owner and contractor prior to the start of construction. The designer of
the home is not a licensed structural engineer or architect and will assume no responsibility for items including, but not limited to : construction technique,
quality of material, workmanship, code adherence, safety, water proofing, insulation, radon, mold/mildew or other designs, specification or construction
issues. It is recommended that a licensed engineer review all plans for structural integrity and verify that the home meets code for extraordinary wind or
other natural stresses such as flooding, snowfall or substandard bearing soil. All structural members on the plans should be verified by the manufacturer
and their licensed engineering staff. Is is also recommended that a licensed contractor be commissioned to construct the home. All door and window size
are approximate rough openings. Specific manufacturer sizes vary and egress openings should be confirmed prior to construction. The home should be
flashed and enclosed to meet local code. Sizes of material and products reflect accepted industry standards and in no way indicate a specific
manufacturer. All building components to be installed and constructed to selected manufacturer specified installation techniques and in accordance with
local building codes. Optional items may be shown on the home, within the landscaping/site plan or in the rendering for illustrative purpose only. Consult
builder for standard or included features. c David Charlez Designs 2023. Do not replicate with out permission (952)-428-8200. David Charlez Design
retains rights to all plans and detail shown.
2/16/2023 3:37:50 PM 13Cross Sections MISC - Beduhn - CD
Beduhn Remodel BUILDER BY HOMEOWNER1.12.2022GM
1340 Vine Place
Orono, MN
1/4" = 1'-0"
1Section - Family Rm/Garage
1/4" = 1'-0"
2Section - Great Room/Garage
1/4" = 1'-0"
3 Section - Garage
REVISION SCHEDULE
Number Date Issued by
CDRev1 1.18.2023 GM
CDRev2 1.24.2023 JCB
CDRev3 2.2.2023 GM
CDRev4 2.16.2023 LMC
Existing First Floor0' - 0"
Existing Second Floor
10' - 6 1/2"
Roof18' - 7 5/8"8' - 1 1/8"1' - 6 3/4"8' - 11 3/4"10"EXISTING 2X10 FLOOR SYSTEM
EXISTING CRAWL SPACE
Exst.New
3/4" SUBFLOOR
18" FLOOR TRUSSES @ 19.2" O.C.8' - 1 1/8"1' - 6 3/4"8' - 11 3/4"Heel30 1/4"3' - 0"
14
4
3' - 6"2' - 0 3/4"8' - 7 3/4"6 1/4"7' - 0"2' - 6"
BEAM FLUSHED
PER MFG. SPEC.
NEW ROOF TRUSSES
PER MFG. SPEC.
NEW ROOF TRUSSES
PER MFG. SPEC.
8"
12"
FRONT
PORCH
PORCH FLAT ROOF:
EPDM RUBBER MEMBRANE
RIGID INSULATION @ 1/4" SLOPE
3/4" SHEATHING
24" ROOF TRUSSES @ 24" O.C.
OPT. PINE T&G CLG.
FAMILY
ROOM
FOYER
BDRM #2NEW LOFT
New
BEAM FLUSHED
PER MFG. SPEC.
NOTE:
PROVIDE EXISTING CRAWL SPACE
& FOUNDATION AREA TO BE
SEALED WITH VAPOR BARRIER
22' - 2 1/2"10' - 8 1/2"
GIRDER TRUSS
PER MFG. SPEC.
New First Floor Clg.8' - 11 3/4"
EXST. DECK4"Existing Second Floor
10' - 6 1/2"
Roof18' - 7 5/8"
Lowered First Floor-0' - 6 1/4"8' - 1 1/8"1' - 6 3/4"9' - 6"Heel11 3/8"Heel30 1/4"3 1/2"
12"
8"
12"8' - 1 1/8"1' - 6 3/4"9' - 6"3/4" SUBFLOOR
18" FLOOR TRUSSES @ 19.2" O.C.
BEAM FLUSHED
PER MFG. SPEC.3' - 6"2' - 0 3/4"9' - 2"NEW ROOF TRUSSES
PER MFG. SPEC.
New
BEAM FLUSHED
PER MFG. SPEC.
FRONT
PORCH
PORCH FLAT ROOF:
EPDM RUBBER MEMBRANE
RIGID INSULATION @ 1/4" SLOPE
3/4" SHEATHING
24" ROOF TRUSSES @ 24" O.C.
OPT. PINE T&G CLG.
9' - 6"
GUEST RMLAKE
BATH
BDRM #3 BDRM #4
2' - 0"
3' - 0"
14
4 Sim
NOTE:
PROVIDE NEW CRAWL SPACE &
FOUNDATION AREA TO BE SEALED
WITH VAPOR BARRIER. MATCH
EXISTING
22' - 2 1/2"10' - 8 1/2"
New First Floor Clg.8' - 11 3/4"4"NEW 2x10 JOISTS TO MATCH EXISITNG FLOOR SYSTEM
NEW CRAWL SPACE
NEW DROPPED BEAM PER MFG. SPEC.
Existing First Floor
0' - 0"
Existing Second Floor10' - 6 1/2"
Roof
18' - 7 5/8"
Exst. Raised First Floor1' - 6"
Exst. Raised First Floor Clg.9' - 10 1/2"8' - 1 1/8"8"8' - 4 1/2"29' - 0"8' - 1 1/8"8"8' - 4 1/2"8"EXISTING 2X8 FLOOR SYSTEM
EXISTING CRAWL SPACE
EXISTING 2X8 FLOOR SYSTEM2' - 0 3/4"8' - 7 3/4"6 1/4"PORCH FLAT ROOF:
EPDM RUBBER MEMBRANE
RIGID INSULATION @ 1/4" SLOPE
3/4" SHEATHING
24" ROOF TRUSSES @ 24" O.C.
OPT. PINE T&G CLG.3' - 6"12"12"
NEW ROOF TRUSSES PER MFG. SPEC.
Exst.Exst.New
EXST.
MECH
KITCHENPOCKET
OFFICE FRONT PORCH
OPEN TO KITCHEN BELOWOWNER'S
BATH
28' - 10"36' - 5 1/2"
NOTE:
PROVIDE EXISTING CRAWL SPACE
& FOUNDATION AREA TO BE
SEALED WITH VAPOR BARRIER
3' - 0"11 11/16"2X4 LOOKOUTS
2X
4
T
R
U
S
S
T
A
I
L
S
Energy Heel30 1/4"METAL DRIP EDGE
5/4" x 8" COMP. FASCIA
3/4" BACKING
4/4" x 12" COMP. FASCIA
17-1/2" x 1-1/4" RIM
BOARD SUB FASCIA
COMPOSITE VENTED SOFFITS
8"
12"
DRAWN BY
DESCRIPTION PROJECT #
PROJECT ISSUE
RE-ISSUE
BUILDER a18476 KENRICK AVE. SUITE #202
LAKEVILLE, MN 55044
TEL: 952.428.8200
EM: Dave@DavidCharlezDesigns.com
D A V I D C H A R L E Z D E S I G N SD A V I D C H A R L E Z D E S I G N S
Notes: Dimensions, details and conformation to all local codes are to be verified by owner and contractor prior to the start of construction. The designer of
the home is not a licensed structural engineer or architect and will assume no responsibility for items including, but not limited to : construction technique,
quality of material, workmanship, code adherence, safety, water proofing, insulation, radon, mold/mildew or other designs, specification or construction
issues. It is recommended that a licensed engineer review all plans for structural integrity and verify that the home meets code for extraordinary wind or
other natural stresses such as flooding, snowfall or substandard bearing soil. All structural members on the plans should be verified by the manufacturer
and their licensed engineering staff. Is is also recommended that a licensed contractor be commissioned to construct the home. All door and window size
are approximate rough openings. Specific manufacturer sizes vary and egress openings should be confirmed prior to construction. The home should be
flashed and enclosed to meet local code. Sizes of material and products reflect accepted industry standards and in no way indicate a specific
manufacturer. All building components to be installed and constructed to selected manufacturer specified installation techniques and in accordance with
local building codes. Optional items may be shown on the home, within the landscaping/site plan or in the rendering for illustrative purpose only. Consult
builder for standard or included features. c David Charlez Designs 2023. Do not replicate with out permission (952)-428-8200. David Charlez Design
retains rights to all plans and detail shown.
2/16/2023 3:37:56 PM 14Cross Sections MISC - Beduhn - CD
Beduhn Remodel BUILDER BY HOMEOWNER1.12.2022GM
1340 Vine Place
Orono, MN
1/4" = 1'-0"
1Section - Family Rm/Front Porch
1/4" = 1'-0"
2 Section - Lake Bath/Front Porch
1/4" = 1'-0"
3Section - Pocket Office/Front Porch
1" = 1'-0"
4 Detail - Eave @ New Loft
IMPORTANT REMODEL NOTE:
VERIFY ALL HEIGHTS AND SIZES OF EXISTING WINDOWS, DOORS, AND ROOF. VERIFY
FLOOR AND WALL HEIGHTS IN THE EFFECTED AREA PRIOR TO ORDERING MATERIALS OR
STARTING CONSTRUCTION
ALL DIMENSIONS LINES TO BE TO CENTERLINE OF STUDS TO FACE OF SHEATHING
ALL OVERALL DIMENSION LINES TO BE FACE OF STUD TO FACE OF SHEATHING
VERIFY ALL HEIGHTS AND SIZES OF EXISTING CONSTRUCTION MATERIALS: WALL STUDS,
FLOOR JOISTS, SUB FLOOR, AND ROOF TRUSSES PRIOR TO ORDERING MATERIALS OR
STARTING CONSTRUCTION
FIELD VERIFY OVERHANGS AND ROOF PITCH PRIOR TO ORDERING ROOF TRUSSES OR
STARTING CONSTRUCTION
ALL MODIFICATIONS AND NEW LOADS APPLIED TO THE EXISTING ROOF STRUCTURE WILL
BE VERIFIED BY AN ENGINEER WHO WILL PROVIDED DRAWING AND SPECIFICS
STRUCTURAL ENGINEERS SIGNATURE IS NEEDED BEFORE PLANS CAN BE SUBMITTED TO
CITY OF ORONO FOR APPROVAL. ENGINEER WILL VERIFY THAT ALL MODIFICATIONS TO
THE PROJECT MEET STATE AND LOCAL GOVERNMENT REQUIREMENTS
REVISION SCHEDULE
Number Date Issued by
CDRev1 1.18.2023 GM
CDRev2 1.24.2023 JCB
CDRev3 2.2.2023 GM
CDRev4 2.16.2023 LMC
Existing Second Floor10' - 6 1/2"
Roof18' - 7 5/8"
Exst. Raised First Floor
1' - 6"
Exst. Raised First Floor Clg.
9' - 10 1/2"8' - 1 1/8"8"8' - 4 1/2"3' - 0"3' - 0"Heel26 1/4"Heel26 1/4"New Window Hgt.16' - 0 1/2"New Window Hgt.16' - 0 1/2"8' - 1 1/8"8"8' - 4 1/2"8"6' - 10 1/2"EXST. BEAMS
EXST.
BEAM
EXISTING 2X8 FLOOR SYSTEM
EXISTING 2X8 FLOOR SYSTEM
8"
12"
NEW ROOF TRUSSES
PER MFG. SPEC.
EXISTING CRAWL SPACE
Exst.Exst.
DININGKITCHEN
loft
NOTE:
PROVIDE EXISTING CRAWL SPACE
& FOUNDATION AREA TO BE
SEALED WITH VAPOR BARRIER
14' - 5 1/2"14' - 5 1/2"
Existing First Floor0' - 0"
Existing Second Floor10' - 6 1/2"Existing Second Floor10' - 6 1/2"
Roof
18' - 7 5/8"
Exst. Raised First Floor1' - 6"
Exst. Raised First Floor Clg.9' - 10 1/2"8' - 1 1/8"8"8' - 4 1/2"4' - 0 1/2"4' - 0 1/2"3/4" SUBFLOOR
24" FLOOR TRUSSES @ 19.2" O.C.
BEAM FLUSHED
PER MFG. SPEC.8' - 1 1/8"8"8' - 4 1/2"8"EXISTING BEAMS
EXISTING 2X8 FLOOR SYSTEM
EXISTING 2X8 FLOOR SYSTEM10 3/4"7' - 5 3/4"8' - 1 1/8"1' - 6 3/4"8' - 11 3/4"10"EXISTING 2X10 FLOOR SYSTEM
3/4" SUBFLOOR
18" FLOOR TRUSSES @ 19.2" O.C.6 1/4"1' - 6"Heel18 5/16"Heel18 5/16"18"1
8
"3' - 6"NewNew
Exst.Exst.
ROOF TRUSSES
PER MFG. SPEC.
NEW ROOF TRUSSES PER MFG. SPEC.
EXISTING CRAWL SPACE
EXISTING CRAWL SPACE
18" PARALLEL
CHORD TRUSSES
PER MFG. SPEC.
8"
12"
3' - 0"3' - 0"
1' - 0"
1' - 0"1' - 0"8' - 11 3/4"New
GUEST RM MUD ROOMFOYER
DININGGREAT ROOM
GARAGE
OWNER'S SUITEEXST. LOFT BDRM #4 BATH BONUS ROOMNEW LOFT
7' - 4 13/16"10' - 11 1/2"10' - 11 1/2"Upper Level to Apex of Vault11' - 0 13/16"New First Floor Clg.
8' - 11 3/4"2' - 0 3/4"T.O. Foundation to B.O. Trusses8' - 11 1/4"GRADE MUST BE
MINIMUM OF 6"
BELOW TOP OF
FOUNDATION WALL
B.O. FOOTING @ MIN.
42" BELOW GRADE
TYPICAL SLAB CONSTRUCTION:
4" CONCRETE SLAB PITCHED
TOWARDS FLOOR DRAINS
SAND BED GRANULAR FILL6"ZERO ENTRY GARAGE
SLAB INTO HOUSE
NEW CRAWL SPACE TO MATCH EXISTING
NEW 2x10 JOISTS TO MATCH EXISTING
NOTE:
PROVIDE NEW CRAWL SPACE &
FOUNDATION AREA W/ SEALED
WITH VAPOR BARRIER
BEAM DROPPED PER MFG. SPEC.
Existing First Floor0' - 0"
Existing Second Floor10' - 6 1/2"
Roof18' - 7 5/8"Heel6 1/4"8' - 1 1/8"1' - 6 3/4"8' - 11 3/4"10"PROPOSED GIRDER TRUSS PER MFG. SPEC.NEW ROOF TRUSSES
PER MFG. SPEC.NEW ROOF TRUSSES
PER MFG. SPEC.
BEAM FLUSHED
PER MFG. SPEC.
8"
12"
EXISTING 2X10 FLOOR SYSTEM EXISTING 2X10 FLOOR SYSTEM
3/4" SUBFLOOR
18" FLOOR TRUSSES @ 19.2" O.C.
BEAM FLUSHED
PER MFG. SPEC.
EXISTING CRAWL SPACE
11"7 7/16"5' - 7"4' - 11 1/2"TYPICAL STAIRCASE CONSTRUCTION:
6'-10" MINIMUM HEADROOM
(4) 11- 7/8" STAIR STRINGER w/1-1/8" x 11-1/4"
PARTICLE BOARD TREADS
PROVIDE 34"-36" HGT HANDRAILS
& GUARDS RAILS PER CODE
TYPICAL STAIRCASE LANDING
CONSTRUCTION:
2-2x8 HEADER
3/4" PLYWOOD
BACKING
2x8 JOISTS @ 16" O.C.
3/4" PLYWOOD
FAMILY ROOM
STAIRS
BDRM #2NEW LOFT
3' - 6"8' - 7 3/4"6 1/4"6' - 6"
BEAM FLUSHED
PER MFG. SPEC.
New
New
Exst.
NOTE:
PROVIDE EXISTING
CRAWL SPACE &
FOUNDATION AREA TO
BE SEALED WITH
VAPOR BARRIER
13' - 8 1/2"22' - 2 1/2"
LANDING
BEAMS
PER MFG.
6"
New First Floor Clg.8' - 11 3/4"
EXST.
DECK 8' - 1 1/8"1' - 6 3/4"8' - 11 3/4"DRAWN BY
DESCRIPTION PROJECT #
PROJECT ISSUE
RE-ISSUE
BUILDER a18476 KENRICK AVE. SUITE #202
LAKEVILLE, MN 55044
TEL: 952.428.8200
EM: Dave@DavidCharlezDesigns.com
D A V I D C H A R L E Z D E S I G N SD A V I D C H A R L E Z D E S I G N S
Notes: Dimensions, details and conformation to all local codes are to be verified by owner and contractor prior to the start of construction. The designer of
the home is not a licensed structural engineer or architect and will assume no responsibility for items including, but not limited to : construction technique,
quality of material, workmanship, code adherence, safety, water proofing, insulation, radon, mold/mildew or other designs, specification or construction
issues. It is recommended that a licensed engineer review all plans for structural integrity and verify that the home meets code for extraordinary wind or
other natural stresses such as flooding, snowfall or substandard bearing soil. All structural members on the plans should be verified by the manufacturer
and their licensed engineering staff. Is is also recommended that a licensed contractor be commissioned to construct the home. All door and window size
are approximate rough openings. Specific manufacturer sizes vary and egress openings should be confirmed prior to construction. The home should be
flashed and enclosed to meet local code. Sizes of material and products reflect accepted industry standards and in no way indicate a specific
manufacturer. All building components to be installed and constructed to selected manufacturer specified installation techniques and in accordance with
local building codes. Optional items may be shown on the home, within the landscaping/site plan or in the rendering for illustrative purpose only. Consult
builder for standard or included features. c David Charlez Designs 2023. Do not replicate with out permission (952)-428-8200. David Charlez Design
retains rights to all plans and detail shown.
2/16/2023 3:38:01 PM 15Cross Sections MISC - Beduhn - CD
Beduhn Remodel BUILDER BY HOMEOWNER1.12.2022GM
1340 Vine Place
Orono, MN
1/4" = 1'-0"
1Section - Dining/Kitchen
1/4" = 1'-0"
2Section - Owner's Suite/Bonus Room
1/4" = 1'-0"
3 Section - Stairs/Family Room
IMPORTANT REMODEL NOTE:
VERIFY ALL HEIGHTS AND SIZES OF EXISTING WINDOWS, DOORS, AND ROOF. VERIFY
FLOOR AND WALL HEIGHTS IN THE EFFECTED AREA PRIOR TO ORDERING MATERIALS OR
STARTING CONSTRUCTION
ALL DIMENSIONS LINES TO BE TO CENTERLINE OF STUDS TO FACE OF SHEATHING
ALL OVERALL DIMENSION LINES TO BE FACE OF STUD TO FACE OF SHEATHING
VERIFY ALL HEIGHTS AND SIZES OF EXISTING CONSTRUCTION MATERIALS: WALL STUDS,
FLOOR JOISTS, SUB FLOOR, AND ROOF TRUSSES PRIOR TO ORDERING MATERIALS OR
STARTING CONSTRUCTION
FIELD VERIFY OVERHANGS AND ROOF PITCH PRIOR TO ORDERING ROOF TRUSSES OR
STARTING CONSTRUCTION
ALL MODIFICATIONS AND NEW LOADS APPLIED TO THE EXISTING ROOF STRUCTURE WILL
BE VERIFIED BY AN ENGINEER WHO WILL PROVIDED DRAWING AND SPECIFICS
STRUCTURAL ENGINEERS SIGNATURE IS NEEDED BEFORE PLANS CAN BE SUBMITTED TO
CITY OF ORONO FOR APPROVAL. ENGINEER WILL VERIFY THAT ALL MODIFICATIONS TO
THE PROJECT MEET STATE AND LOCAL GOVERNMENT REQUIREMENTS
REVISION SCHEDULE
Number Date Issued by
CDRev1 1.18.2023 GM
CDRev2 1.24.2023 JCB
CDRev3 2.2.2023 GM
CDRev4 2.16.2023 LMC
ABBREVIATIONS LIST
= AIR CONDITIONING
= ABOVE FINISHED FLOOR
= ALUMINIUM
= BOTTOM CHORD BEARING
= BOARD
= BEDROOM
= BUILT IN
= BEAM
= BOTTOM OF
= BEARING
= BASEMENT
= CABINETS
= CANTLIEVER
= CEILING
= CENTER LINE
= CASED OPENING
= CONCRETE
= CONTINUOUS
= CARPET
= CERAMIC TILE
= CASEMENT
= DOUBLE
= DEMOLISH OR DEMOLITION
= DOUBLE HUNG
= DIAMETER
= DIMENSION(S)
= DOWN
= DRYWALL OPENING
= DOOR
= DISHWASHER
= DRAWING
= EACH
= ENERGY HEEL
= ELECTRIC
= ELEVATIONS OR ELEVATOR
= ENGINEER
= ETHYLENE PROPYLENE DIENE M-CLASS
= EQUAL
= EXTERIOR
= EXISTING
= FLOOR DRAIN
= FINISHED
= FLOOR
= FOUNDATION
= FIREPLACE
= FRAMING
= FREEZER
= FOOTING
= FURNITURE
= FUTURE
= FIXED
= GLIDER
= GIRDER TRUSS
= GYPSUM
= GYPSUM BOARD
= HEADER
= HEIGHT
= HEATING VENTILATION AIR CONDITIONING
= IN FLOOR HEAT
= INSULATION
= INTERIOR
= LANDING
= LINEN
= LOCKERS
= LOWER LEVEL
= LOOKOUT
= LUXURY VINYL TILE
= LUXURY VINYL PLANK
= MAXIMUM
= MECHANICAL
= MANUFACTURE(R)
= MINIMUM
= MAIN LEVEL
= MASONRY OPENING
= NUMBER
= NOMINAL
= ON CENTER
= OFFICE
= OPENING
= OPTION(AL)
= POLISHED CONCRETE
= PERIMETER
= POCKET
= PLUMBING
= PLYWOOD
= POWDER
= POLYVINYL CHLORIDE
= REFRIGERATOR
= REQUIRED
= ROOM
= ROD & SHELF
= SIMULATED DIVIDED LITE
= SMOKE DETECTOR
= SMOKE / CARBON MONOXIDE DETECTOR
= SINGLE HUNG
= SHELVING
= SHELVES
= SIMILAR OR SIMULATOR
= SLIDER
= SINK
= SPECIFICATION(S) OR SPECIFIED
= STEEL
= STORAGE
= STRUCTURAL
= SQUARE FOOTAGE
= TO BE DETERMINED
= TOP CHORD BEARING
= TONGUE AND GROOVE
= TOP OF
= TREATED
= TRANSOM
= TYPICAL
= UPPER LEVEL
= UNFINISHED
= VANITY
= WOOD
= WINDOW
= WALK IN CLOSET
= WITH
= WALKOUT
= WASHER
A.C.
A.F.F.
ALUM.
B.C.B.
BD.
BDRM.
B.I.
B'M
B.O.
BRG.
BSMT.
CABS.
CANT.
CLG.
C.L.
C.O.
CONC.
CONT.
CPT.
C.T.
CSMT
DBL.
DEMO
D.H.
DIA.
DIM(S)
DN.
D.O.
DR.
D.W.
DWG.
EA.
E.H.
ELEC.
ELEV.
ENG.
EPDM
EQ.
EXT.
EXST.
F.D.
FIN.
FLR.
FND.
F/P
FRMG.
FRZ.
FTG.
FURN.
FUT.
FX.
GLD.
G.T.
GYP.
GYP. BD.
HDR.
HGT.
HVAC
I.F.H.
INSUL.
INT.
LDG.
LIN.
LKRS.
L.L.
L.O.
L.V.T.
L.V.P.
MAX.
MECH.
MFG.
MIN.
M.L.
M.O.
NO.
NOM.
O.C.
OFF.
OP'NG
OPT.
P. CONC.
PERM.
PKT.
PLMG.
PLWD.
PWDR
PVC
REF.
REQD
RM.
R&S
S.D.L.
SD.
SD/CO
S.H.
SHLVG.
SHLVS.
SIM.
SLD.
SNK
SPEC.
ST'L
ST'RG
STRUC.
SQ. FTG.
TBD.
T.C.B.
T&G
T.O.
TRD.
TRSM.
TYP.
U.L.
UNFIN.
VTY.
W'D
WDW
W.I.C.
W/
W.O.
WSHR.
DRAWN BY
DESCRIPTION PROJECT #
PROJECT ISSUE
RE-ISSUE
BUILDER a18476 KENRICK AVE. SUITE #202
LAKEVILLE, MN 55044
TEL: 952.428.8200
EM: Dave@DavidCharlezDesigns.com
D A V I D C H A R L E Z D E S I G N SD A V I D C H A R L E Z D E S I G N S
Notes: Dimensions, details and conformation to all local codes are to be verified by owner and contractor prior to the start of construction. The designer of
the home is not a licensed structural engineer or architect and will assume no responsibility for items including, but not limited to : construction technique,
quality of material, workmanship, code adherence, safety, water proofing, insulation, radon, mold/mildew or other designs, specification or construction
issues. It is recommended that a licensed engineer review all plans for structural integrity and verify that the home meets code for extraordinary wind or
other natural stresses such as flooding, snowfall or substandard bearing soil. All structural members on the plans should be verified by the manufacturer
and their licensed engineering staff. Is is also recommended that a licensed contractor be commissioned to construct the home. All door and window size
are approximate rough openings. Specific manufacturer sizes vary and egress openings should be confirmed prior to construction. The home should be
flashed and enclosed to meet local code. Sizes of material and products reflect accepted industry standards and in no way indicate a specific
manufacturer. All building components to be installed and constructed to selected manufacturer specified installation techniques and in accordance with
local building codes. Optional items may be shown on the home, within the landscaping/site plan or in the rendering for illustrative purpose only. Consult
builder for standard or included features. c David Charlez Designs 2023. Do not replicate with out permission (952)-428-8200. David Charlez Design
retains rights to all plans and detail shown.
2/16/2023 3:38:06 PM 16Schedules & Notes MISC - Beduhn - CD
Beduhn Remodel BUILDER BY HOMEOWNER1.12.2022GM
1340 Vine Place
Orono, MN
GENERAL NOTES
1. ALL EXTERIOR WALLS TO BE CONSTRUCTED OF 2x6 STUDS @ 16" O.C.
2. ALL INTERIOR WALLS TO BE CONSTRUCTED OF 2x4 STUDS @ 16" O.C. (UNLESS OTHERWISE
NOTED)
3. WALLS ADJACENT TO GARAGE SPACE SHALL BE 2x6 WITH A 1 HR. FIRE RATING
4. STRUCTURAL WALLS TO HAVE A FIRE RATING OF 1 HR.
5. ALL DIMENSIONS LINES TO BE TO CENTERLINE OF STUDS TO FACE OF STUD
6. PROVIDE ROOF VENTILATION 1 SQ.FT. PER 300 SQ.FT. OF ROOF AREA. 50% AT RIDGE AND 50% AT
SOFFIT-MIN
7.ALL INTERIOR DOOR HEAD HEIGHT TO BE VERIFIED BY BUILDER UNLESS OTHERWISE NOTED.
UNDERCUT MIN 1"
8. ALL STRUCTURAL MEMBERS TO BE VERIFIED BY MANF. AND A STRUCTURAL ENGINEER.
9. ALL WINDOW UNITS ABOVE TUB DECK AND/OR WITHIN 18" OF THE FLOOR AND/OR 24" OF A
DOORWAY SHALL BE TEMPERED GLASS
10. PROVIDE AN APPROVED ICE AND WATER ROOFING STARTER EDGE PER CODE OR EQUIVALENT
11. WRAP ALL CANTILEVERS WITH AN APPROVED POLY AND SPRAY FOAM FLOOR
12. SLOPE FINISHED GRADE AWAY FROM THE HOUSE ON ALL SIDES
13. 1/2" AIR SPACE ON EACH SIDE OF MICRO-LAM BEAM & MIN 3" BEARING ON CONCRETE
14. EXTERIOR RAILING TO BE MIN OF 36" HIGH AND BUILT AS TO NOT ALLOW A 4" SPHERE TO PASS
THROUGH
15. ALL COMPONENTS TO BE INSTALLED TO MANF. SPEC OR LOCAL CODE
16. ALL WOOD IN DIRECT CONTACT WITH CONCRETE OR MASONRY IS TO BE PRESSURE TREATED
OR WOOD SPECIES THAT HAS A NATURAL RESISTANCE TO DECAY
17. PROVIDE A WATER RESISTIVE GYP BOARD AROUND ALL SHOWERS AND TUBS
18. LIGHT OR FAN HOUSING SYSTEM RECESSED THROUGH AN EXTERIOR VAPOR BARRIER SHALL BE
OF THE AIR SEALED TYPE OR BE BOXED AND SEALED PER CODE
19. PROVIDE DRAFT STOPS PER UBC 708.3
20. FIRE BLOCK ALL CHASES AT EACH FLOOR-CEILING ASSEMBLY OR AT 10' MAX INTERVALS
21. ALL SMOKE DETECTORS TO BE HARD WIRED WITH BATTERY BACKUP PER CODE
22. MAINTAIN A 6" SEPARATION BETWEEN GRADE AND WOOD
23. CAULK AND FLASH AROUND ALL EXTERIOR OPENINGS
24. PLUMBING PENETRATIONS IN WALL ASSEMBLY SHALL BE FIRE CAULKED WITH LISTED MATERIALS
25. BLOCK PATIO DOORS WITHOUT A DECK
26. SMOKE DETECTORS SHALL BE MIN 16" AWAY FROM WALL AND INSTALL TO MANF. SPEC
27. NO OPENING IN ROOF WITHIN 5' OF PROPERTY LINES
28. 10% OF THE FLOOR AREA IS REQUIRED FOR LIGHT AND VENTILATION IN ALL HABITABLE ROOMS
29. ON EXTERIOR, GRIPPABLE HANDRAILS 34" TO 36" IN HEIGHT FROM THE NOSE OF THE STAIRS
30. COMBUSTION AIR DUCTS 12" OFF THE FLOOR OR RETURN AIR PLENUM WHEN REQUIRED (IMC703)
31. PROVIDE PLUMBING ACCESS AT ALL TUBS EXCEPT WHEN TRAPS & OVERFLOW GLUED
32. PROVIDE 50 cfm OR 20 cfm CONTINUOUS VENTILATION OR OPERABLE WINDOW (ASHRAE 62-2001
6.1)
33. DRYER VENT TO THE EXTERIOR- INSULATE LAST 3 FEET MIN 36" CLEARANCE TO OTHER
OPENINGS: (IMC504.4, 401.52 AND 604.1)
34. CERAMIC TILE TO BE APPLIED OVER GREEN BOARD, CEMENT BOARD, WONDER BOARD OR
OTHER APPROVED MATERIAL TO A HEIGHT OF 70" ABOVE DRAIN INLET IN SHOWERS. CEMENT BOARD
MUST BE USED ON EXTERIOR WALLS UNDERNEATH TILE AND OVER THE VAPOR BARRIER (R307)
35. TRUSS PLANS STAMPED AND APPROVED BY MANF. SHALL BE ON THE JOB SITE. ALTERATIONS TO
TRUSSES REQUIRE AN ENGINEER'S APPROVAL
36. RAFTERS SHALL BE FRAMED TO MIN 1" THICK RIDGE BOARD NOT LESS THAN THE DEPTH OF THE
CUT END OF THE RAFTERS OR NAILED TO EACH OTHER WITH A GUSSET PLATE A TIE. THE RIDGE
BOARD MUST BE SUPPORTED ON END WALL OR MIN 2x4 COLLAR TIES ARE REQUIRED AT MIN 4" O.C.
37. 4-MIL VAPOR BARRIER ON WARM IN WINTER SIDE OF EXTERIOR WALLS AND CEILING. FIRE
RETARDANT VAPOR BARRIER MAY BE LEFT UNCOVERED
38. WIND-WASH AT AL EAVES, CORNERS, OVERHANGS, AND BY WINDOWS. SHEATHING INSULATION
DAM @ CEILING CHANGES
39. WEATHER-RESISTIVE BARRIER-i.e. BUILDING WRAP TABLE R703.4
40. HOT WATER PIPING LOCATED OUTSIDE OF CONDITIONED SPACE WILL BE INSULATED TO AT
LEAST R-3
41. ATTIC ACCESS DOORS FROM CONDITIONED TO UNCONDITIONED SPACES SHALL BE WEATHERED-
STRIPPED AND INSULATED.
42. NEW WOOD-BURNING FIREPLACES WILL HAVE TIGHT-FITTING FLUE DAMPERS AND OUTDOOR
COMBUSTION AIR.
43. FOR WINDOWS WHERE THE LOWEST PART OF THE WINDOW OPENING IS MORE THAN 6' ABOVE
THE GROUND, THE LOWEST PART OF OPENING SHALL BE MIN. OF 36" ABOVE THE FINISHED FLOOR.
EXCEPTIONS INCLUDE WINDOWS THAT DO NOT OPEN MORE THAN 4", WINDOWS WITH FALL
PROTECTION, AND WINDOWS THAT HAVE OPENING CONTROL DEVICES.
44. DWELLINGS WITH ATTACHED GARAGES OR FUEL FIRED EQUIPMENT MUST BE EQUIPPED WITH
CARBON MONOXIDE ALARMS OUTSIDE OF, BUT NO FURTHER THAN 10' FROM , EACH SLEEPING AREA
OR BEDROOM.
45. FOOTINGS SHALL HAVE A MIN. COMPRESSIVE STRENGTH OF 5,000 psi.
46. A MIN. 1/2" GYPSUM BOARD MEMBRANE, OR 5/8" WOOD STRUCTURAL PANEL MEMBRANE, SHALL
BE PROVIDED ON THE UNDERSIDE OF FLOOR ASSEMBLIES. EXCEPTIONS A.DWELLINGS EQUIPPED
WITH SPRINKLER SYSTEM. B.CRAWLSPACES C.PORTIONS OF FLOOR ASSEMBLIES WITH
PROPORTIONALLY SMALL AREA. D. FLOOR ASSEMBLIES CONSTRUCTED OF SOLID SAWN LUMBER OR
STRUCTURAL COMPOSITE LUMBER WITH MIN. NOMINAL DIMENSIONS OF 2"x10".
47. DECKS SUPPORTED BY ATTACHMENT TO AN EXTERIOR WALL SHALL BE POSITIVELY ANCHORED
TO THE PRIMARY STRUCTURE AND DESIGNED FOR BOTH VERTICAL AND LATERAL LOADS.
48. FLASHING WITH A MIN. 3 1/2" VERTICAL ATTACHMENT FLANGE IS REQUIRED AT THE
INTERSECTION OF THE FOUNDATION AND RIM JOIST FRAMING WHEN THE EXTERIOR WALL
COVERING DOES NOT LAP THE FOUNDATION INSULATION. THE FLASHING MUST EXTEND A MIN. OF 1"
BELOW THE FOUNDATION PLATE LINE, AND THE REQUIRED WATER-RESISTIVE BARRIER MUST LAP
OVER THE ATTACHMENT FLANGE.
49. BUILDING FRAMING CAVITIES SHALL NOT BE USED AS DUCTS OR PLENUMS
D O O R S C H E D U L E
Tag Door Size Door Type Quantity Head Height Level
101 ELSFD12070 Marvin Elevate Sliding French 4-Panel 1 7' - 2"Exst. Raised First Floor
102 UBFLD9080-3P Marvin Ultimate Bi-Fold 1 7' - 11 1/2"Existing First Floor
103 ELIFD3080 Marvin Elevate Inswing French 1-Panel 1 7' - 11 1/2"Lowered First Floor
104 ELIFD3080 Marvin Elevate Inswing French 1-Panel 1 7' - 11 1/2"Lowered First Floor
105 9'-0" x 8'-0"Single Overhead Garage Door 1 8' - 0"Grade
106 18'-0" x 8'-0"Double Overhead Garage Door 1 8' - 0"Grade
107 9'-0" x 8'-0"Single Overhead Garage Door 1 8' - 0"Grade
108 ELIFD3080 Marvin Elevate Inswing French 1-Panel 1 7' - 11 1/2"Existing First Floor
109 32" x 80"Single Swing (Interior)1 6' - 8"Exst. Raised First Floor
110 32" x 80"Single Swing (Interior)1 6' - 8"Exst. Raised First Floor
111 60" x 80"Double Swing (Interior)1 6' - 8"Lowered First Floor
112 36" x 80"Single Swing (Interior)1 6' - 8"Lowered First Floor
113 36" x 80"Single Pocket (Interior)1 6' - 8"Lowered First Floor
114 36" x 80"Single Swing (Interior)1 6' - 8"Lowered First Floor
115 36" x 80"Single Swing (Interior)1 6' - 8"Existing First Floor
116 36" x 80"Single Pocket (Interior)1 6' - 8"Lowered First Floor
117 36" x 80"Fire Door - 20min. Rated 1 6' - 8"Lowered First Floor
118 36" x 80"Single Pocket (Interior)1 6' - 8"Lowered First Floor
201 30" x 80"Single Swing (Interior)1 6' - 8"Existing Second Floor
202 36" x 80"Single Swing (Interior)1 6' - 8"Existing Second Floor
203 30" x 80"Single Swing (Interior)1 6' - 8"Existing Second Floor
204 30" x 80"Single Swing (Interior)1 6' - 8"Existing Second Floor
205 60" x 80"Double Swing (Interior)1 6' - 8"Existing Second Floor
206 30" x 80"Single Pocket (Interior)1 6' - 8"Existing Second Floor
207 48" x 80"Double Swing (Interior)1 6' - 8"Existing Second Floor
208 30" x 80"Single Swing (Interior)1 6' - 8"Existing Second Floor
209 72" x 80"Double Bi-Pass Door (Interior)1 6' - 8"Existing Second Floor
210 72" x 80"Double Bi-Pass Door (Interior)1 6' - 8"Existing Second Floor
211 30" x 80"Single Swing (Interior)1 6' - 8"Existing Second Floor
212 30" x 80"Single Swing (Interior)1 6' - 8"Existing Second Floor
213 30" x 80"Single Swing (Interior)1 6' - 8"Existing Second Floor
214 36" x 80"Single Pocket (Interior)1 6' - 8"Existing Second Floor
215 36" x 80"Single Swing (Interior)1 6' - 8"Existing Second Floor
216 36" x 80"Single Swing (Interior)1 6' - 8"Existing Second Floor
217 36" x 80"Single Swing (Interior)1 6' - 8"Existing Second Floor
218 USPD12070 Marvin Ultimate Sliding Patio 3-Panel 1 7' - 2"Existing Second Floor
Grand total: 36
M A R V I N W I N D O W S C H E D U L E
TagWindow CodeWindow TypeQuantity Head Height Level Room Location
01ELCAP5763Marvin Elevate Casement Picture 1 7' - 0"Exst. Raised First Floor
02ELAWN5763Marvin Elevate Awning 1 1' - 8 7/8"Exst. Raised First Floor
03ELCAP7363Marvin Elevate Casement Picture 1 7' - 0"Exst. Raised First Floor
04ELCAP7319Marvin Elevate Casement Picture 1 1' - 8 7/8"Exst. Raised First Floor
05ELCAP4963Marvin Elevate Casement Picture 1 7' - 0"Exst. Raised First Floor
06ELCAP4963Marvin Elevate Casement Picture 1 7' - 0"Exst. Raised First Floor
07ELCAP4963Marvin Elevate Casement Picture 1 7' - 0"Exst. Raised First Floor
08ELAWN4919Marvin Elevate Awning 1 1' - 8 7/8"Exst. Raised First Floor
09ELAWN4919Marvin Elevate Awning 1 1' - 8 7/8"Exst. Raised First Floor
10ELAWN4919Marvin Elevate Awning 1 1' - 8 7/8"Exst. Raised First Floor
11ELCA3771Marvin Elevate Casement 1 8' - 0"Existing First Floor
12ELAWN3719Marvin Elevate Awning 1 2' - 0 7/8"Existing First Floor
13ELCA3771Marvin Elevate Casement 1 8' - 0"Existing First Floor
14ELAWN3719Marvin Elevate Awning 1 2' - 0 7/8"Existing First Floor
15ELCA3355Marvin Elevate Casement 1 8' - 0"Lowered First Floor
16ELCA3355Marvin Elevate Casement 1 8' - 0"Lowered First Floor
17ELCAP3371Marvin Elevate Casement Picture 1 8' - 0"Grade
18ELCAP3371Marvin Elevate Casement Picture 1 8' - 0"Grade
19ELCAP3371Marvin Elevate Casement Picture 1 8' - 0"Grade
20ELAWN3323Marvin Elevate Awning 1 8' - 0"Lowered First Floor
21ELAWN3323Marvin Elevate Awning 1 8' - 0"Lowered First Floor
22ELCA3371Marvin Elevate Casement 1 8' - 0"Lowered First Floor
23ELCAP4971Marvin Elevate Casement Picture 1 8' - 0"Lowered First Floor
24ELCA3371Marvin Elevate Casement 1 8' - 0"Lowered First Floor
25ELCAP5771Marvin Elevate Casement Picture 1 8' - 0"Existing First Floor
26ELCA3343Marvin Elevate Casement 1 7' - 0"Exst. Raised First Floor
27ELCAP5747Marvin Elevate Casement Picture 1 7' - 0"Exst. Raised First Floor
28ELCAP5763Marvin Elevate Casement Picture 1 7' - 0"Existing Second Floor
29ELCAP7363Marvin Elevate Casement Picture 1 7' - 0"Existing Second Floor
30ELCAP3763Marvin Elevate Casement Picture 1 7' - 0"Existing Second Floor
31ELCAP3763Marvin Elevate Casement Picture 1 7' - 0"Existing Second Floor
32ELCAP3763Marvin Elevate Casement Picture 1 7' - 0"Existing Second Floor
33ELCAP3763Marvin Elevate Casement Picture 1 7' - 0"Existing Second Floor
34ELCA3363Marvin Elevate Casement 1 7' - 0"Existing Second Floor
35ELCA3363Marvin Elevate Casement 1 7' - 0"Existing Second Floor
36ELAWN3719Marvin Elevate Awning 2 7' - 0"Existing Second Floor
37ELAWN3719Marvin Elevate Awning 1 7' - 0"Existing Second Floor
38ELCA3763Marvin Elevate Casement 1 7' - 0"Existing Second Floor
39ELCA3763Marvin Elevate Casement 1 7' - 0"Existing Second Floor
40ELCA3763Marvin Elevate Casement 1 7' - 0"Existing Second Floor
41ELCA3363Marvin Elevate Casement 1 7' - 0"Existing Second Floor
42ELCA3363Marvin Elevate Casement 1 7' - 0"Existing Second Floor
43ELCA3363Marvin Elevate Casement 1 7' - 0"Existing Second Floor
44ELCA3363Marvin Elevate Casement 1 7' - 0"Existing Second Floor
45ELCA3363Marvin Elevate Casement 1 7' - 0"Existing Second Floor
46ELCA3363Marvin Elevate Casement 1 7' - 0"Existing Second Floor
47ELCA3363Marvin Elevate Casement 1 7' - 0"Existing Second Floor
48ELCA3363Marvin Elevate Casement 1 7' - 0"Existing Second Floor
49ELAWN3719Marvin Elevate Awning 1 7' - 0"Existing Second Floor
50ELAWN3719Marvin Elevate Awning 1 7' - 0"Existing Second Floor
51ELAWN3719Marvin Elevate Awning 1 7' - 0"Existing Second Floor
52ELAWN3323Marvin Elevate Awning 1 7' - 0"Existing Second Floor
53ELAWN3323Marvin Elevate Awning 1 7' - 0"Existing Second Floor
54ELCA3363Marvin Elevate Casement 1 7' - 0"Existing Second Floor
55ELCAP4963Marvin Elevate Casement Picture 1 7' - 0"Existing Second Floor
56ELCA3363Marvin Elevate Casement 1 7' - 0"Existing Second Floor
57ELCAP5771Marvin Elevate Casement Picture 1 7' - 0"Existing Second Floor
58ELCA3763Marvin Elevate Casement 1 7' - 0"Existing Second Floor
59ELCAP3771Marvin Elevate Casement Picture 1 7' - 0"Existing Second Floor
60ELCAP4971Marvin Elevate Casement Picture 1 7' - 0"Existing Second Floor
61ELCAP7371Marvin Elevate Casement Picture 1 7' - 0"Existing Second Floor
62ELCAP4971Marvin Elevate Casement Picture 1 7' - 0"Existing Second Floor
63ELCAP5763Marvin Elevate Casement Picture 1 7' - 0"Existing Second Floor
Total Windows: 64
REVISION SCHEDULE
Number Date Issued by
CDRev1 1.18.2023 GM
CDRev2 1.24.2023 JCB
CDRev3 2.2.2023 GM
1155 SF
EXISTING DECK
2318 SF
EXISTING MAIN LEVEL
899 SF
NEW GARAGE
172 SF
FRONT PORCH
ADDITION
24 SF
STAIR ADDITION
1060 SF
EXISTING UPPER
LEVEL
2090 SF
UPPER LEVEL
ADDITION
85 SF
EXISTING BALCONY
1/8" = 1'-0"
1Main Level
1/8" = 1'-0"
2Upper Level
DRAWN BY
DESCRIPTION PROJECT #
PROJECT ISSUE
RE-ISSUE
BUILDER a18476 KENRICK AVE. SUITE #202
LAKEVILLE, MN 55044
TEL: 952.428.8200
EM: Dave@DavidCharlezDesigns.com
D A V I D C H A R L E Z D E S I G N SD A V I D C H A R L E Z D E S I G N S
Notes: Dimensions, details and conformation to all local codes are to be verified by owner and contractor prior to the start of construction. The designer of
the home is not a licensed structural engineer or architect and will assume no responsibility for items including, but not limited to : construction technique,
quality of material, workmanship, code adherence, safety, water proofing, insulation, radon, mold/mildew or other designs, specification or construction
issues. It is recommended that a licensed engineer review all plans for structural integrity and verify that the home meets code for extraordinary wind or
other natural stresses such as flooding, snowfall or substandard bearing soil. All structural members on the plans should be verified by the manufacturer
and their licensed engineering staff. Is is also recommended that a licensed contractor be commissioned to construct the home. All door and window size
are approximate rough openings. Specific manufacturer sizes vary and egress openings should be confirmed prior to construction. The home should be
flashed and enclosed to meet local code. Sizes of material and products reflect accepted industry standards and in no way indicate a specific
manufacturer. All building components to be installed and constructed to selected manufacturer specified installation techniques and in accordance with
local building codes. Optional items may be shown on the home, within the landscaping/site plan or in the rendering for illustrative purpose only. Consult
builder for standard or included features. c David Charlez Designs 2023. Do not replicate with out permission (952)-428-8200. David Charlez Design
retains rights to all plans and detail shown.
2/16/2023 3:38:11 PM 17Square Footage Calculations MISC - Beduhn - CD
Beduhn Remodel BUILDER BY HOMEOWNER1.12.2022GM
1340 Vine Place
Orono, MN
S Q. F T G. C A L C S.
Name Sq. Ftg.Level Area Type
EXISTING MAIN LEVEL 2318 SF Existing First Floor FINISHED SQ. FTG.
STAIR ADDITION 24 SF Existing First Floor FINISHED SQ. FTG.
EXISTING UPPER LEVEL 1060 SF Existing Second Floor FINISHED SQ. FTG.
UPPER LEVEL ADDITION 2090 SF Existing Second Floor FINISHED SQ. FTG.
FINISHED SQ. FTG.5492 SF
EXISTING DECK 1155 SF Existing First Floor OUTDOOR SQ. FTG.
FRONT PORCH ADDITION 172 SF Existing First Floor OUTDOOR SQ. FTG.
EXISTING BALCONY 85 SF Existing Second Floor OUTDOOR SQ. FTG.
OUTDOOR SQ. FTG.1411 SF
NEW GARAGE 899 SF Existing First Floor UNCONDITIONED
SQ. FTG.
UNCONDITIONED SQ. FTG.899 SF
REVISION SCHEDULE
Number Date Issued by
CDRev1 1.18.2023 GM
CDRev2 1.24.2023 JCB
CDRev3 2.2.2023 GM