HomeMy WebLinkAbout2026-05-18 I06 Parkside Proper - Villas_Site Plan AGENDA ITEM:
CITY OF WAUKEE, IOWA
CITY COUNCIL MEETING COMMUNICATION
MEETING DATE: May 18, 2026
AGENDA ITEM: Consideration of approval of resolution approving a site plan for Parkside
Proper – Villas (815 NW Douglas Parkway)
FORMAT: Resolution
SYNOPSIS INCLUDING PRO & CON: The applicant is requesting approval of a site plan for a
villa-style residential development. The owner and applicant is Parkside
Waukee, LLC. The property is located north of NW Douglas Parkway and
east of NW 10th Street, containing 4.15 acres. The property is zoned R-3,
Multi-Family Residential District.
This site is currently vacant. A site plan was previously approved for the
subject property that included three villa-style buildings and 2 townhome
buildings in early 2023.
The project includes a total of four buildings for a total of 48 units. Each
building includes 12 units. Each unit includes two bedrooms and is between
900 and 1200 square feet in area. Each unit includes an attached garage. The
proposed trash enclosure will be centrally located within the site.
Two accesses will be provided into the site. One off of NW 6th Street at the
east and one off of NW Douglas Parkway at the south. The two internal streets
will be privately owned and maintained.
A total of 106 parking spaces are required, they are providing 122 spaces,
including 2 accessible stalls.
A ten-foot-wide trail will be provided adjacent to the site along the north side
of NW Douglas Parkway. A five-foot-wide sidewalk will be provided
adjacent to the site along the west side of NW 6th Street. Private sidewalks
will also be provided internal to the site. Pedestrian connections will be
provided into the site from the public trail and sidewalks.
Utilities have already been extended into the site with previously approved
plans. Stormwater detention will be provided in a basin located at the
southwest corner of the site.
A minimum of 20% of the site is required to be open space, they are providing
50%. They are providing the required amount of plantings.
The proposed lighting plan includes street lighting along the private street at
the west side of the site and residential wall sconces for the units. The lighting
plan meets the requirements of the City Code.
I6
The building elevations are proposed to be constructed mostly of brick,
engineered wood siding, and asphalt shingles. The trash enclosure will be
constructed of the same brick to match the buildings.
FISCAL IMPACT INCLUDING COST/BENEFIT ANALYSIS:
COMMISSION/BOARD/COMMITTEE COMMENT: The Planning and Zoning Commission
reviewed the site plan request at their meeting on May 12, 2026, and
recommended approval:
Approval of a Site Plan for Parkside Proper - Villas (815 NW Douglas Parkway)
Melissa DeBoer, Planning Coordinator, introduced the request for approval of a site plan for a multi -
family residential development, as requested by Parkside Waukee, LLC, represented by Nikki Neal of
Civil Design Advantage. The subject property is currently vacant. A site plan was previously
approved for the subject property that included three villa-style buildings and 2 townhome buildings in
early 2023.
The property is generally located north of NW Douglas Parkway and east of NW 10th Street,
containing approximately 4.15 acres.
The project includes a total of four buildings for a total of 48 units. Each building includes 12 units.
Each unit includes two bedrooms and is between 900 and 1,200 square feet in area. Each unit includes
an attached garage. A trash enclosure is provided centrally within the site.
Two accesses will be provided onto the site; one from NW 6th Street at the east and one from NW
Douglas Parkway at the south. The two internal streets – NW Aspen Road and NW Vail Street will be
privately owned and maintained. A total of 106 parking spaces are required and a total of 122 spaces
are provided, including two accessible stalls.
A ten-foot-wide trail will be provided adjacent to the site along the north side of NW Douglas
Parkway. A five-foot-wide sidewalk will be provided adjacent to the site along the west side of NW
6th Street. Five-foot-wide sidewalks will also be provided along both sides of the private street NW
Vail Street within the development. A five-foot-wide sidewalk will also be provided along the east
side of the private street NW Aspen Road. Pedestrian connections will be provided into the site from
the public trail and sidewalks.
Utilities have already been extended into the site with previous approved plans. The units will be
serviced with private utilities that will be privately owned and maintained. Storm water detention will
be provided in a basin located at the southwest corner of the site.
A minimum of 20% of the project area is required to be open space. The total amount of open space
proposed is 50%. Plantings are being provided throughout the site in compliance with the Landscape
& Open Space Ordinance. Landscape buffers will be provided along both the south and east side of the
site, adjacent to the public streets.
The elevations of the buildings are proposed to be constructed of brick, engineered wood siding, and
asphalt shingles. Elevations of the proposed buildings have been provided for review. The trash
enclosure will be constructed of the same brick to match the buildings.
The lighting plan for the site includes street lighting for the private street, NW Aspen Road along the
west and residential wall sconces for the units. The photometric plan meets the requirements of the
City Code.
The proposed site plan is in general conformance with the Zoning Ordinance, Subdivision Ordinance,
Site Plan Ordinance, and Comprehensive Plan. Staff recommends approval of the site plan for
Parkside Proper - Villas subject to remaining staff comments.
Discussion as follows:
• City staff confirmed rentals versus owner occupied
• Derek Temple, of Temple Real Estate, Waukee, provided information on building layouts
Motion by Commissioner Tuel for Approval of a Site Plan for Parkside Proper - Villas (815 NW
Douglas Parkway) seconded by Commissioner Lohse. Ayes: Broderick, Beenken, Lohse, Tuel, and
Bannister. Nays: None. Motion carried.
RECOMMENDATION: Approve the resolution
ATTACHMENTS: I. Proposed Resolution
II. Staff Report
III. Site Plan
IV. Building Elevations
PREPARED BY: Melissa DeBoer, Planning Coordinator
REVIEWED BY:
PUBLIC NOTICE INFORMATION –
NAME OF PUBLICATION:
DATE OF PUBLICATION:
THE CITY OF WAUKEE, IOWA
RESOLUTION 2026-
APPROVING THE SITE PLAN FOR PARKSIDE PROPER - VILLAS
(815 NW DOUGLAS PARKWAY)
IN THE NAME AND BY THE AUTHORITY OF THE CITY OF WAUKEE, IOWA
WHEREAS, the City of Waukee, Dallas County, State of Iowa, is a duly organized Municipal
Organization; AND,
WHEREAS, the City of Waukee Planning and Zoning Commission recommended approval of
the Site Plan for Parkside Proper - Villas, subject to remaining staff comments on May 12, 2026;
AND,
WHEREAS, the Site Plan for Parkside Proper - Villas is in general conformance with §160 –
Site and Building Development Standards Ordinance of the Waukee Municipal Code; AND,
WHEREAS, the Site Plan for Parkside Proper - Villas is in general conformance with §161 –
Landscaping and Open Space Ordinance of the Waukee Municipal Code; AND,
NOW THEREFORE BE IT RESOLVED by the City Council of the City of Waukee, Iowa on
this 18th day of May, 2026, that the Site Plan for Parkside Proper - Villas is approved.
____________________________
Courtney Clarke, Mayor
Attest:
___________________________________
Rebecca D. Schuett, City Clerk
RESULTS OF VOTE: AYE NAY ABSENT ABSTAIN
Kala Anderson
Chris Crone
Rob Grove
Lori Lyon
Anna Bergman Pierce
PLANNING AND ZONING COMMISSION STAFF REPORT
PROJECT: Parkside Proper - Villas – Site Plan PREPARED BY: Melissa DeBoer, AICP – Planning
Coordinator
REPORT DATE: May 8, 2026
MEETING DATE: May 12, 2026
GENERAL INFORMATION
Owner/Applicant: Parkside Waukee, LLC
Owner’s Representative:
Nikki Neal, ASLA with Civil Design Advantage
Request: The applicant is requesting approval of a site plan for
a multi-family residential development.
Location and Size: Property is generally located north of NW Douglas
Parkway and east of NW 10th Street, containing
approximately 4.15-acres.
AREA MAP
ABOVE: Aerial of property identifying the proposed development (outlined in BLUE).
May 8, 2026
2 of 3
LAND USES AND ZONING
Location Existing Land Use Comprehensive Plan Current Zoning
Property in
Question
Vacant -
Undeveloped
High Density Residential R-3 (Multi-Family Residential District)
North Vacant -
Undeveloped
Single Family Residential R-3 (Multi-Family Residential District)
South Triumph Park Institutional A-1 (Agricultural District)
East Courtyards at
Parkside (Villa
Residential)
Medium Density
Residential
R-3 (Multi-Family Residential District) /
PD-1 (Planned Development Overlay
District)
West Vacant -
Undeveloped
Neighborhood
Commercial
C-1 (Community and Highway Service
Commercial District)
HISTORY
The subject property is currently vacant. A site plan was previously approved for the subject property that included three
villa-style buildings and 2 townhome buildings in early 2023.
PROJECT DESCRIPTION
The project includes a total of four buildings for a total of 48 units. Each building includes 12 units. Each unit includes
two bedrooms and is between 900 and 1,200 square feet in area. Each unit includes an attached garage.
A trash enclosure is provided centrally within the site.
ACCESS AND PARKING
Two accesses will be provided into the site. One off of NW 6th Street at the east and one off of NW Douglas Drive at
the south. The two internal streets – NW Aspen Road and NW Vail Street will be privately owned and maintained.
A total of 106 parking spaces are required and a total of 122 spaces are provided, including 2 accessible stalls.
SIDEWALKS/TRAILS
A ten-foot-wide trail will be provided adjacent to the site along the north side of NW Douglas Parkway. A five-foot-
wide sidewalk will be provided adjacent to the site along the west side of NW 6th Street. Five-foot-wide sidewalks will
also be provided along both sides of the private street NW Vail Street within the development. A five-foot-wide
sidewalk will also be provided along the east side of the private street NW Aspen Road. Pedestrian connections will be
provided into the site from the public trail and sidewalks.
UTILITIES
Utilities have already been extended into the site with previous approved plans. The units will be serviced with private
utilities that will be privately owned and maintained. Storm water detention will be provided in a basin located at the
southwest corner of the site.
May 8, 2026
3 of 3
LANDSCAPING & OPEN SPACE
A minimum of 20% of the project area is required to be open space. The total amount of open space proposed is 50%.
Plantings are being provided throughout the site in compliance with the Landscape & Open Space Ordinance. Landscape
buffers will be provided along both the south and east side of the site, adjacent to the public streets.
BUILDING ELEVATIONS
The elevations of the buildings are proposed to be constructed of brick, engineered wood siding, and asphalt shingles.
Elevations of the proposed buildings have been provided for review.
The trash enclosure will be constructed of the same brick to match the buildings.
LIGHTING PLAN
The lighting plan for the site includes street lighting for the private street, NW Aspen Road along the west and
residential wall sconces for the units. The photometric plan meets the requirements of the City Code.
STAFF RECOMMENDATION
The proposed site plan is in general conformance with the Zoning Ordinance, Subdivision Ordinance, Site Plan
Ordinance, and Comprehensive Plan. Staff recommends approval of the site plan for Parkside Proper - Villas subject to
remaining staff comments.
Parkside Proper - Villas
4121 NW URBANDALE DRIVE, URBANDALE, IA 50322
PH: (515) 369-4400
CIVIL DESIGN ADVANTAGE
UTILITY WARNING
EXISTING/ PROPOSED USE
DEVELOPMENT SUMMARY
SUBMITTAL DATES
ARCHITECT
PROJECT SITE ADDRESS
SURVEYOR
ZONING
OWNER/APPLICANT
INDEX OF SHEETSVICINITY MAP GENERAL LEGEND
ENGINEER
LEGAL DESCRIPTION
”
”
Parkside Proper - Villas
SITE PLAN FOR:
WAUKEE, IOWA
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6
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CODE QTY COMMON NAME BOTANICAL NAME CONDITION AND SIZE
OVERSTORY TREES
EVERGREEN TREES
ORNAMENTAL TREES
GRASSES
PLANT SCHEDULE OPEN SPACE LANDSCAPE
CODE QTY COMMON NAME BOTANICAL NAME CONDITION AND SIZE
OVERSTORY TREES
EVERGREEN TREES
ORNAMENTAL TREES
GRASSES
PLANT SCHEDULE OPEN SPACE LANDSCAPE
CODE QTY COMMON NAME BOTANICAL NAME
OVERSTORY TREES
EVERGREEN TREES
ORNAMENTAL TREES
PLANT SCHEDULE NW 6TH BUFFER
CODE QTY COMMON NAME BOTANICAL NAME
OVERSTORY TREES
EVERGREEN TREES
ORNAMENTAL TREES
PLANT SCHEDULE NW 6TH BUFFER
CODE QTY COMMON NAME BOTANICAL NAME CONDITION AND SIZE
OVERSTORY TREES
EVERGREEN TREES
ORNAMENTAL TREES
PLANT SCHEDULE DOUGLAS PARKWAY BUFFER
CODE QTY COMMON NAME BOTANICAL NAME CONDITION AND SIZE
OVERSTORY TREES
EVERGREEN TREES
ORNAMENTAL TREES
PLANT SCHEDULE DOUGLAS PARKWAY BUFFER
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NW 6TH STREET BUFFER REQUIREMENTS
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WATER SERVICE CONNECTION
CITY OF WAUKEE
UTILITY SERVICE LOCATIONS ROCK APRON FOR PIPE OUTLET
6" STANDARD CURB
12" SUBGRADE PREPARATION
SIDEWALK
CLASS 'A' INTEGRAL CURB
APRON FOOTING DETAIL
ROOF DRAIN CONNECTION3" INTEGRAL ROLLED CURB6" TO 3" CURB TRANSITION WATER SERVICE DETAIL
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DETECTABLE WARNING DETAIL
CURB RAMP FOR CLASS B OR C SIDEWALK
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TYPICAL SCREENING DETAIL
UP
UP
DN
DN
UP
UP
DN
DN
9284 SF
LEVEL 1
9281 SF
LEVEL 2
1047 SF
UNIT TYPE 1
922 SF
UNIT TYPE 2
922 SF
UNIT TYPE 2
1048 SF
UNIT TYPE 1
360 SF
GARAGE
317 SF
GARAGE
415 SF
GARAGE
292 SF
GARAGE
415 SF
GARAGE31 SF
UTILITY
UNIT TYPE 1
2 BEDROOM
ANSI TYPE A
2 BEDROOM
2 BATHROOM
UNIT TYPE 2
2 BEDROOM
ANSI TYPE B
ANSI OPTION B
2 BEDROOM
2 BATHROOM
UNIT TYPE 2
2 BEDROOM
UNIT TYPE 1
2 BEDROOM
325 SF
GARAGE
373 SF
GARAGE
319 SF
GARAGE
317 SF
GARAGE
318 SF
GARAGE
292 SF
GARAGE 369 SF
GARAGE
1174 SF
UNIT TYPE 3
1152 SF
UNIT TYPE 4
1152 SF
UNIT TYPE 4
1174 SF
UNIT TYPE 3
1181 SF
UNIT TYPE 5
1141 SF
UNIT TYPE 6
1141 SF
UNIT TYPE 6 1181 SF
UNIT TYPE 5
UNIT TYPE 5
2-BEDROOM UNIT TYPE 6
2-BEDROOM
UNIT TYPE 6
2-BEDROOM UNIT TYPE 5
2-BEDROOM
UNIT TYPE 4
2-BEDROOM
UNIT TYPE 4
2-BEDROOMUNIT TYPE 3
2-BEDROOM
UNIT TYPE 3
2-BEDROOM
Scale:
Project ID:
Drawn by:
Pr
o
j
e
c
t
L
o
c
a
t
i
o
n
:
RIESBERG GROUP DESIGN IS
NOT A LICENSED ARCHITECT
OR ENGINEER. THESE PLANS
ARE PROVIDED ON AN "AS IS"
BASIS. THE OWNER AND/OR
CONTRACTOR RELEASES IT'S
OWNER / EMPLOYEES FROM
ANY CLAIMS OR LAWSUIT THAT
MAY ARISE DURING
CONSTRUCTION. CAREFULLY
INSPECT ALL DIMENSION,
STRUCTURE AND DETAILS IN
THESE DOCUMENTS & NOTIFY
RIESBERG GROUP DESIGN AND
ANY DISCREPANCIES.
Grimes, Iowa
riesberggroup@gmail.com
Phone: 515-202-3386
As indicated
A0.1
Code Review
Areas &
Occupancy
25-2817
Pa
r
k
s
i
d
e
1
2
P
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We
s
t
D
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s
M
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,
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a
KMR
GROSS AREA
NAME SQ FT
LEVEL 1 9284 SF
LEVEL 2 9281 SF
18566 SF
Grand total: 2 18566 SF
1/8" = 1'-0"A0.1
1 LEVEL 1
1/8" = 1'-0"A0.1
2 LEVEL 2
1. EXIT SIGNS PER SECTION 1013
2. STAIR IDENTIFICATION PER SECTION 1023.9
3. PROVIDE PORTABLE 2-A RATED FIRE EXTINGUISHERS AS REQUIRED IN LIGHT
(LOW) HAZARD AREAS IN SUITE TO MEET NFPA 10 AND THE FOLLOWING CONDITIONS:
1. MAXIMUM FLOOR AREA PER EXTINGUISHER IS 6,000 SF
2. MAXIMUM TRAVEL DISTANCE TO EXTINGUISHER IS 75 FEET
3. CABINET TO BE RECESSED / MAINTAIN 1 HOUR RATING PARTITION RATING /
TO NOT PROJECT MORE THAN 4" FROM THE FACE OF WALL
3A. PORTABLE 2-A RATED FIRE EXTINGUISHERS PER DWELLING UNIT
DESCRIPTION DATE
Bid Set 01-09-26
Revision 2 03-18-26
LEVEL 1
0' -0"
B.O. Footing
-4' -2"
LEVEL 2
11' -1 7/8"
LEVEL 1 Wall Hgt
9' -1 1/8"
LEVEL 2 Wall Hgt
20' -3"
8'
-
6
"
9'
-
1
1
/
8
"
2'
-
0
3
/
4
"
9'
-
1
1
/
8
"
4'
-
2
"
METAL CANOPY
Upper Roof Wall Hgt
28' -9"
LP SMARTSIDE FRIEZE BOARD: 4/4 X 7 1/4"
ASPHALT ARCHITECTURAL
TYPE SHINGLES
LP SMARTSIDE EAVE FASCIA: 4/4 X 7 1/4" OVER 4/4 X 11 1/4"
GUTTER APRON AND K-STYLE GUTTER
LP SMARTSIDE VENTED SOFFIT
LP SMARTSIDE FRIEZE BOARD: 4/4 X 5 1/2" OVER 4/4 X 11 1/4"
LP SMARTSIDE TRIM: 4/4 X 3 1/2"
LP SMARTSIDE LAP SIDING, 7" REVEAL
LP SMARTSIDE TRIM: 4/4 X 3 1/2"
LP SMARTSIDE TRIM: 4/4 X 3 1/2"
LEVEL 1
0' -0"
B.O. Footing
-4' -2"
LEVEL 2
11' -1 7/8"
LEVEL 1 Wall Hgt
9' -1 1/8"
LEVEL 2 Wall Hgt
20' -3"
4'
-
2
"
9'
-
1
1
/
8
"
2'
-
0
3
/
4
"
9'
-
1
1
/
8
"
8'
-
6
"
BRICK
BRICK COURSE
BRICK SILL
LP SMARTSIDE TRIM: 4/4 X 3 1/2"
ASPHALT ARCHITECTURAL
TYPE SHINGLES
12X12 LP SMARTSIDE WRAPPED COLUMN
LP SMARTSIDE EAVE FASCIA: 4/4 X 7 1/4" OVER 4/4 X 11 1/4"
GUTTER APRON AND K-STYLE GUTTER
LP SMARTSIDE VENTED SOFFITUpper Roof Wall Hgt
28' -9"
LP SMARTSIDE FRIEZE BOARD: 4/4 X 5 1/2" OVER 4/4 X 11 1/4"
LP SMARTSIDE TRIM: 4/4 X 3 1/2"
LP SMARTSIDE PANEL
LP SMARTSIDE TRIM: 4/4 X 3 1/2"
LP SMARTSIDE LAP SIDING, 7" REVEAL
BRICK COURSE
BRICK WESTBURY TYPE RAILING
LEVEL 1
0' -0"
B.O. Footing
-4' -2"
LEVEL 2
11' -1 7/8"
LEVEL 1 Wall Hgt
9' -1 1/8"
LEVEL 2 Wall Hgt
20' -3"
8'
-
6
"
9'
-
1
1
/
8
"
2'
-
0
3
/
4
"
9'
-
1
1
/
8
"
4'
-
2
"
Upper Roof Wall Hgt
28' -9"
LEVEL 1
0' -0"
B.O. Footing
-4' -2"
LEVEL 2
11' -1 7/8"
LEVEL 1 Wall Hgt
9' -1 1/8"
LEVEL 2 Wall Hgt
20' -3"
8'
-
6
"
9'
-
1
1
/
8
"
2'
-
0
3
/
4
"
9'
-
1
1
/
8
"
4'
-
2
"
Upper Roof Wall Hgt
28' -9"
Scale:
Project ID:
Drawn by:
Pr
o
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L
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c
a
t
i
o
n
:
RIESBERG GROUP DESIGN IS
NOT A LICENSED ARCHITECT
OR ENGINEER. THESE PLANS
ARE PROVIDED ON AN "AS IS"
BASIS. THE OWNER AND/OR
CONTRACTOR RELEASES IT'S
OWNER / EMPLOYEES FROM
ANY CLAIMS OR LAWSUIT THAT
MAY ARISE DURING
CONSTRUCTION. CAREFULLY
INSPECT ALL DIMENSION,
STRUCTURE AND DETAILS IN
THESE DOCUMENTS & NOTIFY
RIESBERG GROUP DESIGN AND
ANY DISCREPANCIES.
Grimes, Iowa
riesberggroup@gmail.com
Phone: 515-202-3386
1/8" = 1'-0"
A1.0
Elevations
25-2817
Pa
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1
2
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KMR
1/8" = 1'-0"A1.0
4 REAR ELEVATION
1/8" = 1'-0"A1.0
1 FRONT ELEVATION
1/8" = 1'-0"A1.0
3 RIGHT ELEVATION
1/8" = 1'-0"A1.0
2 LEFT ELEVATION
1. ALL HORIZONTAL TRANSITIONS BETWEEN DIFFERENT MATERIALS SHALL BE FLASHED
CONTINUOUS FROM UP BEHIND UPPER MATERIAL AND EXTEND OVER TO EXTERIOR FACE OF
LOWER MATERIAL WITH DRIP EDGE.
2. FLASHING TO BE INSTALLED AT WALL AND ROOF INTERECTIONS AND WHEREVER THERE'S A
CHANGE IN ROOF SLOPE DIRECTION AND ROOF OPENINGS.
3. ANY RETURNS OR BLIND ELEVATIONS NOT SHOWN SHALL BE SIMILAR IN MATERIAL
AND MAKEUP TO ADJACENT CONDITIONS OR OTHER SIMILAR CONDITIONS.
4. CAULK & SEAL ALL TRANSITION-CONTROL-EXPANSION AT ALL EXTERIOR MATERIALS.
5. INSULATE AND SEAL TO ENSURE ADEQUATE AIR INFILTRATION BARRIER AROUND ALL EXTERIOR
PENETRATIONS TO PREVENT WATER AND PIPE FREEZING.
6. GROUND LINES SHOWN FOR REFERENCE ONLY AND VARY DEPENDING ON SITE CONDITIONS
GENERAL ELEVATION NOTES:
DESCRIPTION DATE
Bid Set 01-09-26
Revision 2 03-18-26
W/D W/D
UP
UPUP
UP UP
UP UP
UP
A1.0
A1.02
A1.0
A1.0 3
1
4
2
A5.0
2
A5.0
19
'
-
0
"
18
'
-
2
"
26
'
-
4
"
3' - 1"38' - 0"20' - 8"44' - 8"20' - 8"38' - 0"3' - 1"
3' - 1"2' - 0"
168' - 2"
26
'
-
4
"
18
'
-
2
"
19
'
-
0
"
1'
-
8
"
5'
-
8
"
2' - 0"3' - 1"
1'
-
8
"
5'
-
8
"
12' - 0"8' - 8"
12' - 0"
UNIT 101
8' - 8"12' - 0"
RISER RM
GARAGE 205 GARAGE 201 GARAGE 101
GARAGE 202 GARAGE 102 GARAGE 206 GARAGE 207 GARAGE 103 GARAGE 203
GARAGE 104 GARAGE 204 GARAGE 208
UNIT 102 UNIT 103
UNIT 104
A4.1
1
B B
C C
B BBB
A
A
A
A
B B
BB
6' - 4"12' - 8"12' - 8"6' - 4"2' - 0"12' - 8"6' - 0"6' - 4"10' - 8"10' - 8"10' - 8"6' - 4"6' - 0"12' - 8"2' - 0"6' - 4"12' - 8"12' - 8"6' - 4"
4'
-
4
"
10
'
-
4
"
4'
-
4
"
2'
-
0
"
7'
-
1
"
7'
-
1
"
2'
-
0
"
4'
-
6
"
21
'
-
1
0
"
3' - 0"9' - 0"4' - 0"9' - 0"4' - 0"9' - 0"3' - 0"1' - 4"9' - 0"3' - 0"9' - 0"3' - 0"9' - 0"4' - 11"3' - 0"1' - 6"3' - 0"4' - 11"9' - 0"3' - 0"9' - 0"3' - 0"9' - 0"1' - 4"3' - 0"9' - 0"4' - 0"9' - 0"4' - 0"9' - 0"3' - 0"
4'
-
4
"
10
'
-
4
"
4'
-
4
"
2'
-
0
"
7'
-
1
"
7'
-
1
"
2'
-
0
"
X2
3' -0"
X2
3' -0"
X4
3' -0"
X2
3' -0"
X2
3' -0"
X2
3' -0"
X2
3' -0"
X2
3' -0"
X2
3' -0"
X1
9' -0"
X1
9' -0"
X1
9' -0"
X1
9' -0"
X1
9' -0"
X1
9' -0"X2
3' -0"
X2
3' -0"
X1
9' -0"
X1
9' -0"
X1
9' -0"
X1
9' -0"
X1
9' -0"
X1
9' -0"
A4.1
1 Sim/ Opp
3
A5.0
3
A5.0
1
A5.0
1
A5.0
4
A5.0
4
A5.0
X3
3' -0"
X3
3' -0"
X3
3' -0"
X3
3' -0"
X3
3' -0"X3
3' -0"
X3
3' -0"
X3
3' -0"X3
3' -0"X3
3' -0"
5' - 0"
168' - 0"
5' - 1"
2'
-
4
"
25
'
-
3
"
6"
26
'
-
5
"
4'
-
0
"
41' - 0"86' - 0"41' - 0"
63
'
-
6
"
63
'
-
6
"
2'
-
4
"
52
'
-
2
"
4'
-
0
"
5'
-
3
"
3'
-
9
1
/
8
"
14
'
-
6
3
/
8
"
5
1
/
2
"
6'
-
0
"
Scale:
Project ID:
Drawn by:
Pr
o
j
e
c
t
L
o
c
a
t
i
o
n
:
RIESBERG GROUP DESIGN IS
NOT A LICENSED ARCHITECT
OR ENGINEER. THESE PLANS
ARE PROVIDED ON AN "AS IS"
BASIS. THE OWNER AND/OR
CONTRACTOR RELEASES IT'S
OWNER / EMPLOYEES FROM
ANY CLAIMS OR LAWSUIT THAT
MAY ARISE DURING
CONSTRUCTION. CAREFULLY
INSPECT ALL DIMENSION,
STRUCTURE AND DETAILS IN
THESE DOCUMENTS & NOTIFY
RIESBERG GROUP DESIGN AND
ANY DISCREPANCIES.
Grimes, Iowa
riesberggroup@gmail.com
Phone: 515-202-3386
1/8" = 1'-0"
A2.1
Level 1 Plan
25-2817
Pa
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KMR
1/8" = 1'-0"A2.1
1 LEVEL 1 -Overall
DESCRIPTION DATE
Bid Set 01-09-26
Revision 2 03-18-26
W/D
W/D
W/
D
W/
D
DN
DN
W/D
W/D
W/
D
W/
D
A1.0
A1.02
A1.0
A1.0 3
1
4
2
A5.0
2
A5.0
4' - 7"
3' - 1"2' - 0"
3' - 1 1/2"38' - 0"20' - 8"44' - 8"20' - 8"38' - 0"3' - 1 1/2"
168' - 3"
167' - 2"
6' - 4"12' - 8"12' - 8"6' - 4"2' - 0"12' - 8"6' - 0"6' - 4"10' - 8"10' - 8"10' - 8"6' - 4"6' - 0"12' - 8"2' - 0"6' - 4"12' - 8"12' - 8"6' - 4"
4'
-
4
"
10
'
-
4
"
4'
-
4
"
2'
-
0
"
7'
-
3
1
/
2
"
9'
-
3
1
/
2
"
4'
-
6
"
8'
-
3
"
8'
-
3
"
4'
-
6
"
25
'
-
6
"
18
'
-
7
"
19
'
-
0
"
25
'
-
6
"
18
'
-
7
"
19
'
-
0
"
1'
-
8
"
5'
-
8
"
2'
-
4
"
2'
-
4
"
5'
-
8
"
1'
-
8
"
C CC
2' - 0"3' - 1"
4'
-
4
"
10
'
-
4
"
4'
-
4
"
2'
-
0
"
16
'
-
7
"
4'
-
6
"
8'
-
3
"
8'
-
3
"
4'
-
6
"
63
'
-
1
"
40' - 2"86' - 10"40' - 2"
7' - 1"13' - 0"13' - 0"7' - 1"6' - 3"12' - 0"12' - 0"26' - 4"12' - 0"12' - 0"6' - 3"7' - 1"13' - 0"13' - 0"7' - 1"
63
'
-
1
"
4'
-
0
"
4'
-
0
"
B B B
C
BBBB
C
BBB
A
A
D
D
C C C C C C
C C C
D
D
A
A
X2
3' -0"
X2
3' -0"
X2
3' -0"
X2
3' -0"
X2
3' -0"
X2
3' -0"
UNIT 201 UNIT 202 UNIT 203 UNIT 204
UNIT 205 UNIT 206 UNIT 207 UNIT 208
A4.2
1
A4.2
1 Sim/ Opp
3
A5.0
3
A5.0
1
A5.0
1
A5.0
D D
4
A5.0
4
A5.0
5' - 1"
4' - 7"
8' - 8"8' - 8"
Scale:
Project ID:
Drawn by:
Pr
o
j
e
c
t
L
o
c
a
t
i
o
n
:
RIESBERG GROUP DESIGN IS
NOT A LICENSED ARCHITECT
OR ENGINEER. THESE PLANS
ARE PROVIDED ON AN "AS IS"
BASIS. THE OWNER AND/OR
CONTRACTOR RELEASES IT'S
OWNER / EMPLOYEES FROM
ANY CLAIMS OR LAWSUIT THAT
MAY ARISE DURING
CONSTRUCTION. CAREFULLY
INSPECT ALL DIMENSION,
STRUCTURE AND DETAILS IN
THESE DOCUMENTS & NOTIFY
RIESBERG GROUP DESIGN AND
ANY DISCREPANCIES.
Grimes, Iowa
riesberggroup@gmail.com
Phone: 515-202-3386
1/8" = 1'-0"
A2.2
Level 2 Plan
25-2817
Pa
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KMR
1/8" = 1'-0"A2.2
1 LEVEL 2 -Overall
DESCRIPTION DATE
Bid Set 01-09-26
Revision 2 03-18-26
3" / 12"
3" / 12"
3"
/
1
2
"
6"
/
1
2
"
6"
/
1
2
"
3" / 12"
3" / 12"
3"
/
1
2
"
3"
/
1
2
"
3" / 12"3" / 12"3"
/
1
2
"
3"
/
1
2
"
3" / 12"3" / 12"
3"
/
1
2
"
3"
/
1
2
"
3" / 12"3" / 12"
3"
/
1
2
"
2" / 12"
2" / 12"2" / 12"
2" / 12"
DR
A
F
T
S
T
O
P
I
N
A
T
T
I
C
DR
A
F
T
S
T
O
P
I
N
A
T
T
I
C
DR
A
F
T
S
T
O
P
I
N
A
T
T
I
C
DRAFTSTOP IN ATTIC DRAFTSTOP IN ATTIC
Scale:
Project ID:
Drawn by:
Pr
o
j
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c
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L
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c
a
t
i
o
n
:
RIESBERG GROUP DESIGN IS
NOT A LICENSED ARCHITECT
OR ENGINEER. THESE PLANS
ARE PROVIDED ON AN "AS IS"
BASIS. THE OWNER AND/OR
CONTRACTOR RELEASES IT'S
OWNER / EMPLOYEES FROM
ANY CLAIMS OR LAWSUIT THAT
MAY ARISE DURING
CONSTRUCTION. CAREFULLY
INSPECT ALL DIMENSION,
STRUCTURE AND DETAILS IN
THESE DOCUMENTS & NOTIFY
RIESBERG GROUP DESIGN AND
ANY DISCREPANCIES.
Grimes, Iowa
riesberggroup@gmail.com
Phone: 515-202-3386
1/8" = 1'-0"
A2.3
Roof Plan
25-2817
Pa
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KMR
1/8" = 1'-0"A2.3
3 Roof Plan
ROOF TRUSSES .
WOOD TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH
ACCEPTED ENGINEERING PRACTICE. THE DESIGN AND
MANUFACTURE OF METAL-PLATED WOOD TRUSS SHALL COMPLY
WITH ANSI/TP1
REFER TO TRUSS MANUFACTURER TRUSS DESIGN DRAWINGS FOR
THE FOLLOWING:
A. TRUSS BEARING REQUIREMENTS
B. HANGERS CONNECTION FOR TRUSS TO TRUSS CONNECTION
C. MULTIPLY PLY TRUSS NAILING
D. TRUSS UPLIFT FOR TRUSS TIE DOWNS REQUIREMENTS
`
TRUSS BRACING. TRUSSES SHALL BE BRACED TO PREVENT
ROTATION AND PROVIDE LATERAL STABILITY. REFER TO THE
INDIVIDUAL TRUSS DESIGN DRAWINGS AND SBCA'S BCSI GUIDE TO
GOOD PRACTICE FOR HANDLING, INSTALLING AND BRACING OF
METAL PLATE CONNECTED WOOD TRUSSES.
FLASHING
1. FLASHING SHALL BE INSTALLED IN MANNER THAT PREVENTS
MOISTURE FROM ENTERING THE WALL AND ROOF THROUGH JOINTS
IN COPING, THROUGH MOISTURE PERMEABLE MATERIALS AND AT
INTERSECTION WITH PARAPET WALLS AND OTHER PENETRATIONS
THROUGH THE ROOF PLANE.
2. FLASHING SHALL BE INSTALLED AT WALL AND ROOF
INTERSECTIONS, WHEREVER THERE IS A CHANGE IN ROOF OR
DIRECTION AND AROUND ROOF OPENINGS.
ROOFING UNDERLAYMENT.
1. UNDERLAYMENT FOR ASPHALT SHINGLES, CLAY, AND CONCRETE
TILE, METAL ROOF SHINGLES, MINERAL SURFACED ROLL ROOFING,
SLATE AND SLATE-TYPE SHINGLES, WOOD SHINGLES AND METAL
ROOF PANELS SHALL CONFORM TO THE APPLICABLE STANDARDS
LISTED IN THIS CHAPTER.
2. UNDERLAYMENT MATERIALS REQUIRED TO COMPLY WITH ASTM D
226, D 1970, D 4869 AND D 6757 SHALL BEAR A LABEL INDICATING
COMPLIANCE. UNDERLAYMENT SHALL BE ATTACHED IN ACCORDANCE
WITH TABLE R905.1.1(3)
ICE BARRIERS.
IF AREAS WHERE THERE HAS BEEN A HISTORY OF ICE FORMING
ALONG EAVES CAUSING BACKUP OF WATER AS DESIGNATED IN
TABLE R301.2(1), AN ICE BARRIER SHALL BE INSTALLED. THE ICE
BARRIER SHALL CONSIST OF TWO LAYERS OF UNDERLAYMENT OR
SELF-ADHERING POLYMER-MODIFIED BITUMEN SHEET SHALL BE
USED IN PLACE OF NORMAL UNDERLAYMENT AND EXTEND NOT LESS
THAN 24" INSIDE THE EXTERIOR WALL. ON ROOFS OVER 8/12, THE ICE
BARRIER SHALL BE APPLIED NOT LESS THAN 36".
ROOFING MATERIAL.
WHERE CALLED OUT ON PLANS, ASPHALT SHINGLES CAN BE USED
ON ROOF SLOPES OF 2/12 OR GREATER. FOR SLOPES FROM 2/12 UP
TO 4/12, DOUBLE UNDERLAYMENT APPLICATION IS REQUIRED IN
ACCORDANCE WITH SECTION R905.1.1
A. SQUARE FOOTAGE LISTED IN SCHEDULE IS TAKEN FROM EXPOSED
SURFACE OF THE ROOF AS SEEN FROM TOP VIEW.
1. AREA UNDER VALLEY THAT MAY BE SHEATHED WITH OSB IS
NOT INCLUDED.
2. NO WASTE FACTOR HAS BEEN ADDED TO THESE NUMBER.
ROOF VENTILATION.
ENCLOSED ATTIC AND ENCLOSED RAFTER SPACES FORMED WHERE
CEILING ARE APPLIED DIRECTLY TO THE UNDERSIDE OF THE ROOF
RAFTERS SHALL HAVE CROSS VENTILATION FOR EACH SEPARATE
SPACE BY VENTILATING OPENINGS PROTECTED AGAINST THE
ENTRANCE OF RAIN OR SNOW. REQUIRED VENTILATION OPENINGS
SHALL BE DIRECTLY TO THE OUTSIDE AIR.
A.THE SQUARE FOOTAGE OF ATTIC SPACE IN THE SCHEDULE IS
TAKEN FROM THE OUTSIDE OF BUILDING AND DOES NOT INCLUDES
COVERED ROOF AREA IN PORCHES/DECKS THAT ARE NOT CONDITION
OR ENCLOSED.
B.INSTALL A BALANCED SYSTEM OF INTAKE AND EXHAUST
VENTULATION (50% INTAKE & 50% EXHAUST) ABOVE CALCULATION
ARE FOR EXHAUST ONLY
C.INSTALL VENTS AT SAME HEIGHT IN COMMON ROOF ZONES
-DON'T MIX DIFFERENT TYPES OF EXHAUST VENTS
D. SEPERATE SPACES/ZONES WITH POLY OR OTHER DRAFTSTOPING
MATERIAL
GENERAL NOTES:
NOTE:
1. UNFINISHED ATTIC SPACE-FILL WITH INSULATION TO MEET CODE
2. PROVIDED ICE AND WATER SHIELD IN ALL VALLEYS AND EAVES
3. DRAFT STOP WALL CONTINUES TO THE UNDERSIDE OF ROOF
SHEATHING. PROVIDED SELF CLOSING OSB DOOR FOR PASSAGE TO
ENCLOSED ATTIC SPACES
DESCRIPTION DATE
Bid Set 01-09-26
Revision 2 03-18-26
UP
UP
DN
DN
9314 SF
LEVEL 1
9314 SF
LEVEL 2
1058 SF
UNIT TYPE 1
921 SF
UNIT TYPE 2
903 SF
UNIT TYPE 2
1074 SF
UNIT TYPE 1
345 SF
GARAGE
317 SF
GARAGE
356 SF
GARAGE
311 SF
GARAGE
356 SF
GARAGE
50 SF
UTILITY
UNIT TYPE 1
2 BEDROOM
ANSI TYPE A
2 BEDROOM
2 BATHROOM
UNIT TYPE 2
2 BEDROOM
ANSI TYPE B
ANSI OPTION B
2 BEDROOM
2 BATHROOM
UNIT TYPE 2
2 BEDROOM
UNIT TYPE 1
2 BEDROOM
333 SF
GARAGE
346 SF
GARAGE
319 SF
GARAGE
317 SF
GARAGE
319 SF
GARAGE
312 SF
GARAGE 333 SF
GARAGE
ANSI TYPE B
ANSI OPTION B
2 BEDROOM
2 BATHROOM
ANSI TYPE B
ANSI OPTION B
2 BEDROOM
2 BATHROOM
1255 SF
UNIT TYPE 3
1119 SF
UNIT TYPE 4
1119 SF
UNIT TYPE 4
1255 SF
UNIT TYPE 3
1151 SF
UNIT TYPE 5
1082 SF
UNIT TYPE 6
1082 SF
UNIT TYPE 6
1151 SF
UNIT TYPE 5
UNIT TYPE 5
2-BEDROOM UNIT TYPE 6
2-BEDROOM
UNIT TYPE 6
2-BEDROOM UNIT TYPE 5
2-BEDROOM
UNIT TYPE 4
2-BEDROOM UNIT TYPE 4
2-BEDROOMUNIT TYPE 3
2-BEDROOM
UNIT TYPE 3
2-BEDROOM
Scale:
Project ID:
Drawn by:
Pr
o
j
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c
t
L
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c
a
t
i
o
n
:
RIESBERG GROUP DESIGN IS
NOT A LICENSED ARCHITECT
OR ENGINEER. THESE PLANS
ARE PROVIDED ON AN "AS IS"
BASIS. THE OWNER AND/OR
CONTRACTOR RELEASES IT'S
OWNER / EMPLOYEES FROM
ANY CLAIMS OR LAWSUIT THAT
MAY ARISE DURING
CONSTRUCTION. CAREFULLY
INSPECT ALL DIMENSION,
STRUCTURE AND DETAILS IN
THESE DOCUMENTS & NOTIFY
RIESBERG GROUP DESIGN AND
ANY DISCREPANCIES.
Grimes, Iowa
riesberggroup@gmail.com
Phone: 515-202-3386
As indicated
A0.1
Code Review
Areas &
Occupancy
25-2817
Pa
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a
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P
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W
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We
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KMR
GROSS AREA
NAME SQ FT
LEVEL 1 9314 SF
LEVEL 2 9314 SF
18628 SF
Grand total: 2 18628 SF
1/8" = 1'-0"A0.1
1 LEVEL 1
1/8" = 1'-0"A0.1
2 LEVEL 2
1. EXIT SIGNS PER SECTION 1013
2. STAIR IDENTIFICATION PER SECTION 1023.9
3. PROVIDE PORTABLE 2-A RATED FIRE EXTINGUISHERS AS REQUIRED IN LIGHT
(LOW) HAZARD AREAS IN SUITE TO MEET NFPA 10 AND THE FOLLOWING CONDITIONS:
1. MAXIMUM FLOOR AREA PER EXTINGUISHER IS 6,000 SF
2. MAXIMUM TRAVEL DISTANCE TO EXTINGUISHER IS 75 FEET
3. CABINET TO BE RECESSED / MAINTAIN 1 HOUR RATING PARTITION RATING /
TO NOT PROJECT MORE THAN 4" FROM THE FACE OF WALL
3A. PORTABLE 2-A RATED FIRE EXTINGUISHERS PER DWELLING UNIT
DESCRIPTION DATE
Bid Set 01-09-26
Revision 3 03-18-26
LEVEL 1
0' -0"
B.O. Footing
-4' -2"
LEVEL 2
11' -1 7/8"
LEVEL 1 Wall Hgt
9' -1 1/8"
LEVEL 2 Wall Hgt
20' -3"
8'
-
6
"
9'
-
1
1
/
8
"
2'
-
0
3
/
4
"
9'
-
1
1
/
8
"
4'
-
2
"
METAL CANOPY
Upper Roof Wall Hgt
28' -9"
LP SMARTSIDE FRIEZE BOARD: 4/4 X 7 1/4"
ASPHALT ARCHITECTURAL
TYPE SHINGLES
LP SMARTSIDE EAVE FASCIA: 4/4 X 7 1/4" OVER 4/4 X 11 1/4"
GUTTER APRON AND K-STYLE GUTTER
LP SMARTSIDE VENTED SOFFIT
LP SMARTSIDE FRIEZE BOARD: 4/4 X 5 1/2" OVER 4/4 X 11 1/4"
LP SMARTSIDE TRIM: 4/4 X 3 1/2"
LP SMARTSIDE LAP SIDING, 7" REVEAL
LP SMARTSIDE TRIM: 4/4 X 3 1/2"
LP SMARTSIDE TRIM: 4/4 X 3 1/2"
LEVEL 1
0' -0"
B.O. Footing
-4' -2"
LEVEL 2
11' -1 7/8"
LEVEL 1 Wall Hgt
9' -1 1/8"
LEVEL 2 Wall Hgt
20' -3"
4'
-
2
"
9'
-
1
1
/
8
"
2'
-
0
3
/
4
"
9'
-
1
1
/
8
"
8'
-
6
"
BRICK
BRICK COURSE
BRICK SILL
LP SMARTSIDE TRIM: 4/4 X 3 1/2"
ASPHALT ARCHITECTURAL
TYPE SHINGLES
12X12 LP SMARTSIDE WRAPPED COLUMN
LP SMARTSIDE EAVE FASCIA: 4/4 X 7 1/4" OVER 4/4 X 11 1/4"
GUTTER APRON AND K-STYLE GUTTER
LP SMARTSIDE VENTED SOFFITUpper Roof Wall Hgt
28' -9"
LP SMARTSIDE FRIEZE BOARD: 4/4 X 5 1/2" OVER 4/4 X 11 1/4"
LP SMARTSIDE TRIM: 4/4 X 3 1/2"
LP SMARTSIDE PANEL
LP SMARTSIDE TRIM: 4/4 X 3 1/2"
LP SMARTSIDE LAP SIDING, 7" REVEAL
BRICK COURSE
BRICK WESTBURY TYPE RAILING
LEVEL 1
0' -0"
B.O. Footing
-4' -2"
LEVEL 2
11' -1 7/8"
LEVEL 1 Wall Hgt
9' -1 1/8"
LEVEL 2 Wall Hgt
20' -3"
8'
-
6
"
9'
-
1
1
/
8
"
2'
-
0
3
/
4
"
9'
-
1
1
/
8
"
4'
-
2
"
Upper Roof Wall Hgt
28' -9"
LEVEL 1
0' -0"
B.O. Footing
-4' -2"
LEVEL 2
11' -1 7/8"
LEVEL 1 Wall Hgt
9' -1 1/8"
LEVEL 2 Wall Hgt
20' -3"
8'
-
6
"
9'
-
1
1
/
8
"
2'
-
0
3
/
4
"
9'
-
1
1
/
8
"
4'
-
2
"
Upper Roof Wall Hgt
28' -9"
Scale:
Project ID:
Drawn by:
Pr
o
j
e
c
t
L
o
c
a
t
i
o
n
:
RIESBERG GROUP DESIGN IS
NOT A LICENSED ARCHITECT
OR ENGINEER. THESE PLANS
ARE PROVIDED ON AN "AS IS"
BASIS. THE OWNER AND/OR
CONTRACTOR RELEASES IT'S
OWNER / EMPLOYEES FROM
ANY CLAIMS OR LAWSUIT THAT
MAY ARISE DURING
CONSTRUCTION. CAREFULLY
INSPECT ALL DIMENSION,
STRUCTURE AND DETAILS IN
THESE DOCUMENTS & NOTIFY
RIESBERG GROUP DESIGN AND
ANY DISCREPANCIES.
Grimes, Iowa
riesberggroup@gmail.com
Phone: 515-202-3386
1/8" = 1'-0"
A1.0
Elevations
25-2817
Pa
r
k
s
i
d
e
1
2
P
l
e
x
-
Op
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a
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P
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a
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W
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We
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M
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a
KMR
1/8" = 1'-0"A1.0
4 REAR ELEVATION
1/8" = 1'-0"A1.0
1 FRONT ELEVATION
1/8" = 1'-0"A1.0
3 RIGHT ELEVATION
1/8" = 1'-0"A1.0
2 LEFT ELEVATION
1. ALL HORIZONTAL TRANSITIONS BETWEEN DIFFERENT MATERIALS SHALL BE FLASHED
CONTINUOUS FROM UP BEHIND UPPER MATERIAL AND EXTEND OVER TO EXTERIOR FACE OF
LOWER MATERIAL WITH DRIP EDGE.
2. FLASHING TO BE INSTALLED AT WALL AND ROOF INTERECTIONS AND WHEREVER THERE'S A
CHANGE IN ROOF SLOPE DIRECTION AND ROOF OPENINGS.
3. ANY RETURNS OR BLIND ELEVATIONS NOT SHOWN SHALL BE SIMILAR IN MATERIAL
AND MAKEUP TO ADJACENT CONDITIONS OR OTHER SIMILAR CONDITIONS.
4. CAULK & SEAL ALL TRANSITION-CONTROL-EXPANSION AT ALL EXTERIOR MATERIALS.
5. INSULATE AND SEAL TO ENSURE ADEQUATE AIR INFILTRATION BARRIER AROUND ALL EXTERIOR
PENETRATIONS TO PREVENT WATER AND PIPE FREEZING.
6. GROUND LINES SHOWN FOR REFERENCE ONLY AND VARY DEPENDING ON SITE CONDITIONS
GENERAL ELEVATION NOTES:
DESCRIPTION DATE
Bid Set 01-09-26
Revision 3 03-18-26
W/D W/D
UP
UP
UP
W/
D
W/
D
UP
A1.0
A1.02
A1.0
A1.0 3
1
4
2
A5.0
2
A5.0
19
'
-
0
"
17
'
-
0
"
31
'
-
4
"
38' - 0"19' - 11"43' - 8"19' - 11"38' - 0"
159' - 6"
31
'
-
4
"
17
'
-
0
"
19
'
-
0
"
5'
-
6
"
5'
-
8
"
5' - 0"
5'
-
6
"
5'
-
8
"
8' - 8"
12' - 0"
RISER RM
GARAGE 205 GARAGE 201 GARAGE 101
GARAGE 202 GARAGE 102 GARAGE 206 GARAGE 207 GARAGE 103 GARAGE 203
GARAGE 104 GARAGE 204 GARAGE 208
A4.1
1
B B
C C
B BBB
A
A
A
A
B B
BB
6' - 4"12' - 8"12' - 8"6' - 4"2' - 0"11' - 11"6' - 0"6' - 4"10' - 4"10' - 4"10' - 4"6' - 4"6' - 0"11' - 11"2' - 0"6' - 4"12' - 8"12' - 8"6' - 4"
4'
-
4
"
10
'
-
4
"
4'
-
4
"
2'
-
0
"
5'
-
4
"
5'
-
4
"
4'
-
4
"
2' - 4"9' - 0"3' - 8"9' - 0"3' - 8"9' - 0"2' - 4"1' - 4"9' - 0"3' - 0"9' - 0"3' - 0"9' - 0"2' - 8"3' - 0"1' - 6"3' - 0"2' - 8"9' - 0"3' - 0"9' - 0"3' - 0"9' - 0"1' - 4"2' - 4"9' - 0"3' - 8"9' - 0"3' - 8"9' - 0"2' - 4"
4'
-
4
"
10
'
-
4
"
4'
-
4
"
2'
-
0
"
5'
-
4
"
9'
-
8
"
X2
3' -0"
X2
3' -0"
X2
3' -0"
X2
3' -0"
X2
3' -0"
X2
3' -0"
X2
3' -0"
X2
3' -0"
X1
9' -0"
X1
9' -0"
X1
9' -0"
X1
9' -0"
X1
9' -0"
X1
9' -0"
X2
3' -0"
X2
3' -0"
X1
9' -0"
X1
9' -0"
X1
9' -0"
X1
9' -0"
X1
9' -0"
X1
9' -0"
A4.1
1 Sim/ Opp
3
A5.0
3
A5.0
1
A5.0
1
A5.0
4
A5.0
4
A5.0
X3
3' -0"X3
3' -0"
X3
3' -0"
X3
3' -0"
X3
3' -0"
X3
3' -0"
5' - 0"
39' - 0"81' - 6"39' - 0"
67
'
-
4
"
159' - 6"
5' - 0"
67
'
-
4
"
5'
-
3
"
5' - 1"
X4
3' -0"
UNIT 101
UNIT 102 UNIT 103
UNIT 104
X3
3' -0"
X3
3' -0"
X3
3' -0"
X3
3' -0"
8' - 8"
10' - 2 1/2"3 1/2"10' - 2"
2'
-
4
"
25
'
-
3
"
6"
26
'
-
5
"
4'
-
0
"
2'
-
4
"
52
'
-
2
"
4'
-
0
"
Scale:
Project ID:
Drawn by:
Pr
o
j
e
c
t
L
o
c
a
t
i
o
n
:
RIESBERG GROUP DESIGN IS
NOT A LICENSED ARCHITECT
OR ENGINEER. THESE PLANS
ARE PROVIDED ON AN "AS IS"
BASIS. THE OWNER AND/OR
CONTRACTOR RELEASES IT'S
OWNER / EMPLOYEES FROM
ANY CLAIMS OR LAWSUIT THAT
MAY ARISE DURING
CONSTRUCTION. CAREFULLY
INSPECT ALL DIMENSION,
STRUCTURE AND DETAILS IN
THESE DOCUMENTS & NOTIFY
RIESBERG GROUP DESIGN AND
ANY DISCREPANCIES.
Grimes, Iowa
riesberggroup@gmail.com
Phone: 515-202-3386
1/8" = 1'-0"
A2.1
Level 1 Plan
25-2817
Pa
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1
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P
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M
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KMR
1/8" = 1'-0"A2.1
1 LEVEL 1 -Overall
DESCRIPTION DATE
Bid Set 01-09-26
Revision 2 02-27-26
Revision 3 03-18-26
W/D
W/D
W/
D
W/
D
W/D
W/D
W/
D
W/
D
DN
DNDN
A1.0
A1.02
A1.0
A1.0 3
1
4
2
A5.0
2
A5.0
4' - 7"
5' - 0"
38' - 0"19' - 11"43' - 8"19' - 11"38' - 0"
158' - 8"
6' - 4"12' - 8"12' - 8"6' - 4"2' - 0"11' - 11"6' - 0"6' - 4"10' - 4"10' - 4"10' - 4"6' - 4"6' - 0"11' - 11"2' - 0"6' - 4"12' - 8"12' - 8"6' - 4"
4'
-
4
"
10
'
-
4
"
4'
-
4
"
2'
-
0
"
15
'
-
5
"
9'
-
6
"
8'
-
3
"
8'
-
3
"
4'
-
6
"
30
'
-
6
"
17
'
-
5
"
19
'
-
0
"
30
'
-
6
"
17
'
-
5
"
19
'
-
0
"
5'
-
6
"
5'
-
8
"
2'
-
4
"
2'
-
4
"
5'
-
8
"
5'
-
6
"
C CC
5' - 0"
4'
-
4
"
10
'
-
4
"
4'
-
4
"
2'
-
0
"
15
'
-
5
"
9'
-
6
"
8'
-
3
"
8'
-
3
"
4'
-
6
"
66
'
-
1
1
"
38' - 2"82' - 4"38' - 2"
6' - 5"12' - 8"12' - 8"6' - 5"6' - 3"12' - 0"12' - 0"21' - 10"12' - 0"12' - 0"6' - 3"6' - 5"12' - 8"12' - 8"6' - 5"
66
'
-
1
1
"
4'
-
0
"
4'
-
0
"
B B B
C
BBBB
C
BBB
A
A
D
D
C C C C C C
C C C
D
D
A
A
X2
3' -0"
X2
3' -0"
X2
3' -0"
X2
3' -0"
X2
3' -0"
X2
3' -0"
UNIT 201
UNIT 202 UNIT 203
UNIT 204
UNIT 205
UNIT 206 UNIT 207 UNIT 208
A4.2
1
A4.2
1 Sim/ Opp
3
A5.0
3
A5.0
1
A5.0
1
A5.0
D D
4
A5.0
4
A5.0
4' - 7"
159' - 6"
8' - 8"8' - 8"
Scale:
Project ID:
Drawn by:
Pr
o
j
e
c
t
L
o
c
a
t
i
o
n
:
RIESBERG GROUP DESIGN IS
NOT A LICENSED ARCHITECT
OR ENGINEER. THESE PLANS
ARE PROVIDED ON AN "AS IS"
BASIS. THE OWNER AND/OR
CONTRACTOR RELEASES IT'S
OWNER / EMPLOYEES FROM
ANY CLAIMS OR LAWSUIT THAT
MAY ARISE DURING
CONSTRUCTION. CAREFULLY
INSPECT ALL DIMENSION,
STRUCTURE AND DETAILS IN
THESE DOCUMENTS & NOTIFY
RIESBERG GROUP DESIGN AND
ANY DISCREPANCIES.
Grimes, Iowa
riesberggroup@gmail.com
Phone: 515-202-3386
1/8" = 1'-0"
A2.2
Level 2 Plan
25-2817
Pa
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1
2
P
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a
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P
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W
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We
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D
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M
o
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n
e
s
,
I
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w
a
KMR
1/8" = 1'-0"A2.2
1 LEVEL 2 -Overall
DESCRIPTION DATE
Bid Set 01-09-26
Revision 2 02-27-26
Revision 3 03-18-26
3" / 12"
3" / 12"
3"
/
1
2
"
6"
/
1
2
"
6"
/
1
2
"
3" / 12"
3" / 12"
3"
/
1
2
"
3"
/
1
2
"
3"
/
1
2
"
3" / 12"3" / 12"
2" / 12"
2" / 12"2" / 12"
DR
A
F
T
S
T
O
P
I
N
A
T
T
I
C
DR
A
F
T
S
T
O
P
I
N
A
T
T
I
C
DR
A
F
T
S
T
O
P
I
N
A
T
T
I
C
DRAFTSTOP IN ATTIC DRAFTSTOP IN ATTIC
3"
/
1
2
"
3"
/
1
2
"
3" / 12"3" / 12"
3"
/
1
2
"
3" / 12"3" / 12"
2" / 12"
Scale:
Project ID:
Drawn by:
Pr
o
j
e
c
t
L
o
c
a
t
i
o
n
:
RIESBERG GROUP DESIGN IS
NOT A LICENSED ARCHITECT
OR ENGINEER. THESE PLANS
ARE PROVIDED ON AN "AS IS"
BASIS. THE OWNER AND/OR
CONTRACTOR RELEASES IT'S
OWNER / EMPLOYEES FROM
ANY CLAIMS OR LAWSUIT THAT
MAY ARISE DURING
CONSTRUCTION. CAREFULLY
INSPECT ALL DIMENSION,
STRUCTURE AND DETAILS IN
THESE DOCUMENTS & NOTIFY
RIESBERG GROUP DESIGN AND
ANY DISCREPANCIES.
Grimes, Iowa
riesberggroup@gmail.com
Phone: 515-202-3386
1/8" = 1'-0"
A2.3
Roof Plan
25-2817
Pa
r
k
s
i
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e
1
2
P
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a
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P
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W
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,
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KMR
1/8" = 1'-0"A2.3
3 Roof Plan
ROOF TRUSSES .
WOOD TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH
ACCEPTED ENGINEERING PRACTICE. THE DESIGN AND
MANUFACTURE OF METAL-PLATED WOOD TRUSS SHALL COMPLY
WITH ANSI/TP1
REFER TO TRUSS MANUFACTURER TRUSS DESIGN DRAWINGS FOR
THE FOLLOWING:
A. TRUSS BEARING REQUIREMENTS
B. HANGERS CONNECTION FOR TRUSS TO TRUSS CONNECTION
C. MULTIPLY PLY TRUSS NAILING
D. TRUSS UPLIFT FOR TRUSS TIE DOWNS REQUIREMENTS
`
TRUSS BRACING. TRUSSES SHALL BE BRACED TO PREVENT
ROTATION AND PROVIDE LATERAL STABILITY. REFER TO THE
INDIVIDUAL TRUSS DESIGN DRAWINGS AND SBCA'S BCSI GUIDE TO
GOOD PRACTICE FOR HANDLING, INSTALLING AND BRACING OF
METAL PLATE CONNECTED WOOD TRUSSES.
FLASHING
1. FLASHING SHALL BE INSTALLED IN MANNER THAT PREVENTS
MOISTURE FROM ENTERING THE WALL AND ROOF THROUGH JOINTS
IN COPING, THROUGH MOISTURE PERMEABLE MATERIALS AND AT
INTERSECTION WITH PARAPET WALLS AND OTHER PENETRATIONS
THROUGH THE ROOF PLANE.
2. FLASHING SHALL BE INSTALLED AT WALL AND ROOF
INTERSECTIONS, WHEREVER THERE IS A CHANGE IN ROOF OR
DIRECTION AND AROUND ROOF OPENINGS.
ROOFING UNDERLAYMENT.
1. UNDERLAYMENT FOR ASPHALT SHINGLES, CLAY, AND CONCRETE
TILE, METAL ROOF SHINGLES, MINERAL SURFACED ROLL ROOFING,
SLATE AND SLATE-TYPE SHINGLES, WOOD SHINGLES AND METAL
ROOF PANELS SHALL CONFORM TO THE APPLICABLE STANDARDS
LISTED IN THIS CHAPTER.
2. UNDERLAYMENT MATERIALS REQUIRED TO COMPLY WITH ASTM D
226, D 1970, D 4869 AND D 6757 SHALL BEAR A LABEL INDICATING
COMPLIANCE. UNDERLAYMENT SHALL BE ATTACHED IN ACCORDANCE
WITH TABLE R905.1.1(3)
ICE BARRIERS.
IF AREAS WHERE THERE HAS BEEN A HISTORY OF ICE FORMING
ALONG EAVES CAUSING BACKUP OF WATER AS DESIGNATED IN
TABLE R301.2(1), AN ICE BARRIER SHALL BE INSTALLED. THE ICE
BARRIER SHALL CONSIST OF TWO LAYERS OF UNDERLAYMENT OR
SELF-ADHERING POLYMER-MODIFIED BITUMEN SHEET SHALL BE
USED IN PLACE OF NORMAL UNDERLAYMENT AND EXTEND NOT LESS
THAN 24" INSIDE THE EXTERIOR WALL. ON ROOFS OVER 8/12, THE ICE
BARRIER SHALL BE APPLIED NOT LESS THAN 36".
ROOFING MATERIAL.
WHERE CALLED OUT ON PLANS, ASPHALT SHINGLES CAN BE USED
ON ROOF SLOPES OF 2/12 OR GREATER. FOR SLOPES FROM 2/12 UP
TO 4/12, DOUBLE UNDERLAYMENT APPLICATION IS REQUIRED IN
ACCORDANCE WITH SECTION R905.1.1
A. SQUARE FOOTAGE LISTED IN SCHEDULE IS TAKEN FROM EXPOSED
SURFACE OF THE ROOF AS SEEN FROM TOP VIEW.
1. AREA UNDER VALLEY THAT MAY BE SHEATHED WITH OSB IS
NOT INCLUDED.
2. NO WASTE FACTOR HAS BEEN ADDED TO THESE NUMBER.
ROOF VENTILATION.
ENCLOSED ATTIC AND ENCLOSED RAFTER SPACES FORMED WHERE
CEILING ARE APPLIED DIRECTLY TO THE UNDERSIDE OF THE ROOF
RAFTERS SHALL HAVE CROSS VENTILATION FOR EACH SEPARATE
SPACE BY VENTILATING OPENINGS PROTECTED AGAINST THE
ENTRANCE OF RAIN OR SNOW. REQUIRED VENTILATION OPENINGS
SHALL BE DIRECTLY TO THE OUTSIDE AIR.
A.THE SQUARE FOOTAGE OF ATTIC SPACE IN THE SCHEDULE IS
TAKEN FROM THE OUTSIDE OF BUILDING AND DOES NOT INCLUDES
COVERED ROOF AREA IN PORCHES/DECKS THAT ARE NOT CONDITION
OR ENCLOSED.
B.INSTALL A BALANCED SYSTEM OF INTAKE AND EXHAUST
VENTULATION (50% INTAKE & 50% EXHAUST) ABOVE CALCULATION
ARE FOR EXHAUST ONLY
C.INSTALL VENTS AT SAME HEIGHT IN COMMON ROOF ZONES
-DON'T MIX DIFFERENT TYPES OF EXHAUST VENTS
D. SEPERATE SPACES/ZONES WITH POLY OR OTHER DRAFTSTOPING
MATERIAL
GENERAL NOTES:
NOTE:
1. UNFINISHED ATTIC SPACE-FILL WITH INSULATION TO MEET CODE
2. PROVIDED ICE AND WATER SHIELD IN ALL VALLEYS AND EAVES
3. DRAFT STOP WALL CONTINUES TO THE UNDERSIDE OF ROOF
SHEATHING. PROVIDED SELF CLOSING OSB DOOR FOR PASSAGE TO
ENCLOSED ATTIC SPACES
DESCRIPTION DATE
Bid Set 01-09-26
Revision 3 03-18-26
RENDERINGS
PARKSIDE
BRICK
BLACK
BRICK TO
MATCH
PROPOSED
BUILDING