PLAN COMMISSION Packet - 11/8/2018CITY OF MUSKEGO
PLAN COMMISSION AGENDA
11/08/2018
6:00 PM
Muskego City Hall, W182 S8200 Racine Avenue
CALL TO ORDER
PLEDGE OF ALLEGIANCE
ROLL CALL
STATEMENT OF PUBLIC NOTICE
APPROVAL OF THE MINUTES
Approval of Minutes of the October 2, 2018 Meetings
CONSENT BUSINESS
RESOLUTION PC 056-2018 Approval of an Annual Review for Pick 'n Save located at S74
W17005 Janesville Road / Tax Key No. 2199.999.065.
RESOLUTION PC 058-2018 Approval of an Accessory Structure for the Sterzinger property
located at W145 S9620 Groveway Lane / Tax Key No. 2261.994.
NEW BUSINESS FOR CONSIDERATION
RESOLUTION PC 057-2018 Recommendation to Council to Rezone a portion of the former
Parks Garage property from PI-1 Park & Recreation Lands District to B-3 General Business
District located at W180 S7732 Pioneer Drive / Tax Key No. 2196.976.
RESOLUTION PC 059-2018 Approval of a Building Site and Operation Plan Amendment for
Heritage Muskego/MSP located at S64 W13780 Janesville Road / Tax Key No.
2162.996.003.
MISCELLANEOUS BUSINESS
ADJOURNMENT
NOTICE
IT IS POSSIBLE THAT MEMBERS OF AND POSSIBLY A QUORUM OF MEMBERS OF OTHER GOVERNMENTAL BODIES OF
THE MUNICIPALITY MAY BE IN ATTENDANCE AT THE ABOVE-STATED MEETING TO GATHER INFORMATION; NO ACTION
WILL BE TAKEN BY ANY GOVERNMENTAL BODY AT THE ABOVE-STATED MEETING OTHER THAN THE GOVERNMENTAL
BODY SPECIFICALLY REFERRED TO ABOVE IN THIS NOTICE.
ALSO, UPON REASONABLE NOTICE, EFFORTS WILL BE MADE TO ACCOMMODATE THE NEEDS OF DISABLED
INDIVIDUALS THROUGH APPROPRIATE AIDS AND SERVICES. FOR ADDITIONAL INFORMATION OR TO REQUEST THIS
SERVICE, CONTACT MUSKEGO COMMUNITY DEVELOPMENT DEPARTMENT, (262) 679-4136.
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Unapproved
CITY OF MUSKEGO
PLAN COMMISSION MINUTES
October 2, 2018
6:00 PM
City Hall, W182 S8200 Racine Avenue
CALL TO ORDER
Alderperson Wolfe called the meeting to order at 6:03 PM.
PLEDGE OF ALLEGIANCE
Those present recited the Pledge of Allegiance.
ROLL CALL
Present: Alderpersons Wolfe and Kubacki, Commissioners Graf and Jacques, and Planner
Trzebiatowski
Absent: Mayor Chiaverotti, Commissioners Peardon, Buckmaster and Bartlett
STATEMENT OF PUBLIC NOTICE
The meeting was noticed in accordance with the open meeting laws.
APPROVAL OF THE MINUTES
Approval of the minutes of September 4, 2018.
Commissioner Jacques made a motion to approve the minutes of the September 4, 2018
meeting. Ald. Kubacki seconded. Motion passed unanimously.
NEW BUSINESS FOR CONSIDERATION
RESOLUTION PC 048-2018
Approval of a Preliminary Plat for Muskego Lakes Estates (f/k/a Hunter's Ridge) located on
Ryan Drive and Boxhorn Drive / Tax Key No. 2261.999
Commissioner Jacques made a motion to Approve Resolution PC 048-2018. Ald. Kubacki
seconded.
Upon a roll call vote, Resolution PC 048-2018 passed unanimously.
MISCELLANEOUS BUSINESS
ADJOURNMENT
Commissioner Jacques made a motion to adjourn at 6:10 PM. Ald. Kubacki seconded. Motion
carried unanimously.
Respectfully Submitted,
Wendy Fredlund
Transcribing Secretary Page 1 of 1
Approval of Minutes of the October 2, 2018 Meetings
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City of Muskego
Plan Commission Supplement PC 056-2018
For the meeting of: November 8, 2018
REQUEST: Renewal of Outdoor Display/Sales for Pick ’n Save
Tax Key No. 2199.999.065/ S74 W17005 Janesville Road
SW ¼ of Section 10
PETITIONER:Tammy Koch, Roundy’s Supermarkets, Inc.
INTRODUCED: November 8, 2018
LAST AGENDA: N/A
PREPARED BY: Adam Trzebiatowski, AICP
BACKGROUND PC 056-2018
The petitioner is requesting to renew their previous approval allowing them to be allowed to display and sell
christmas trees, wreaths, evergreen planters, pumpkins, flowers, and hanging baskets during the corresponding
seasons. The products would continue to be displayed on the sidewalk by the store entry. The application states
that no sales or display will occur in the parking lot and they state that they understand that the display must only
contain natural materials. Pick ‘n Save received initial approval for outdoor display and sales under PC 063-2018
on December 5, 2017. That approval required a re-review in the Fall of 2018.
DISCUSSION PC 056-2018
Over this past year there was one time when we had to ask the store to remove some non-allowed items from
outside the front of the store, but the store promptly corrected the issues and has been in compliance since that
time.
In general there are some other stores in Muskego that have requested similar approvals within the City in the past.
In general, the City has not had issues with outdoor display/sales at retail locations as long as they first receive
proper approvals and as long as they are done in a neat and orderly way. The resolution states the following
conditions of approval to ensure the sales on this site meet the aesthetic standards the City has come to adopt with
outdoor sales/display.
1. Any signage for the products must be kept to a minimum and well maintained at all times.
2. No banners or other larger signage is allowed without a temporary sign permit, which requires Planning
Division review.
3. The sidewalk area in front of the store must remain safe and passible at all times for proper egress.
4. The area must be kept in a neat and clean order at all times.
5. Any complaints or observations of litter or unsightliness resulting from the proposed outdoor sales/display
may result in Plan Commission re-review of this proposal at any time which could result in revocation of
this approval OR further contingencies.
6. This approval is good for one additional year to make sure the site stays in compliance and the allowance
of outdoor sales/display will need to be re-reviewed in Fall of 2019 to see if further sales/display will be
allowed on this property.
Also, the resolution states that the allowed items for sale are meant to be for natural material (plants, flowers, trees,
etc.) and not meant for packaged items (salt, fire wood, fertilizer, propane etc.) to ensure that the outdoor
sales/display do not expand beyond what is being requested. Also, this approval does not specifically allow
donations boxes on site, as items such as that would need separate Plan Commission approval.Page 1 of 6
RESOLUTION PC 056-2018
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STAFF RECOMMENDATION PC 056-2018
Approval of the outdoor storage/sales renewal with the contingencies noted above and in the resolution,
most specifically with noting that this approval is only valid through November 2019 at which time a re-
review will be required if the store would like to continue outdoor storage/display. Failure to seek re-review
would not allow any outdoor sales/display after November 2019. If the display/sales proceed with no
issues during the end of 2018 and through the first three-quarters of 2019, then further reviews may not be
required after the November 2019 review.
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RESOLUTION PC 056-2018
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MUSKEGOthe City of
Area of InterestI0330660
Feet
Agenda Item(s)
Properties
Zoning Districts
Right-of-Way
Hydrography
Supplemental MapRESOLUTION #PC 056-2018
Pick 'n SaveS74 W17005 Janesville Rd.
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RESOLUTION PC 056-2018
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RESOLUTION #P.C. 056-2018
APPROVAL OF RENEWAL OF OUTDOOR DISPLAY/SALES FOR
PICK ‘N SAVE LOCATED IN THE SW ¼ OF SECTION 10
(S74 W17005 JANESVILLE RD / TAX KEY NO. 2199.999.065)
WHEREAS, On December 5, 2017 the Plan Commission approved a Building, Site and Operation Plan
amendment to allow outdoor display/sales of products through Resolution #P.C.063-2017, and
WHEREAS, Said approval required a re-review in the Fall of 2018 and as such, the applicant has now
submitted for the required re-review, and
WHEREAS, The request is to be allowed to display and sell christmas trees, wreaths, evergreen
planters, pumpkins, flowers and hanging baskets during the corresponding seasons, and
WHEREAS, The products are proposed to be displayed on the sidewalk by the store entry, and
WHEREAS, No sales or display will occur in the parking lot, and
WHEREAS, There was one issue found in 2018 relating to non-approved products being displayed/sold
on this property but upon notification the store promptly correctly the issues.
THEREFORE BE IT RESOLVED, That the Plan Commission re-approves the request from Pick ‘n Save
located at S74 W17005 Janesville Road for the outdoor display and sale of seasonal products subject to
the following conditions:
1. Any signage for the products must be kept to a minimum and well maintained at all times.
2. No banners or other larger signage is allowed without a temporary sign permit, which requires
Planning Division review.
3. The sidewalk area in front of the store must remain safe and passible at all times for proper
egress.
4. The area must be kept in a neat and clean order at all times.
5. Any complaints or observations of litter or unsightliness resulting from the proposed outdoor
sales/display may result in Plan Commission re-review of this proposal at any time which
could result in revocation of this approval OR further contingencies.
6. This approval is good for one additional year to make sure the site stays in compliance and
the allowance of outdoor sales/display will need to be re-reviewed in Fall of 2019 to see if
further sales/display will be allowed on this property.
BE IT FURTHER RESOLVED, The allowed items for sale are meant to be for natural material (plants,
flower, trees, etc.) and not meant for packaged items (salt, fire wood, fertilizer, propane, etc.).
BE IT FURTHER RESOLVED, This approval does not specifically allow donations boxes on site, as
items such as that would need separate Plan Commission approval.
Plan Commission
City of Muskego
Adopted:
Defeated:
Deferred:
Introduced: November 8, 2018
ATTEST: Adam Trzebiatowski AICP, Planning Manager
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RESOLUTION PC 056-2018
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RESOLUTION PC 056-2018
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City of Muskego
Plan Commission Supplement PC 058-2018
For the meeting of: November 8, 2018
REQUEST: Metal Accessory Structure
Tax Key No. 2261.994 / W145 S9260 Groveway Lane
NE ¼ of Section 26
PETITIONER: Ralph & Ann Sterzinger
INTRODUCED: November 8, 2018
LAST AGENDA: N/A
PREPARED BY: Adam Trzebiatowski, AICP
BACKGROUND PC 058-2018
The petitioner proposes to construct a 30’ x 40’ accessory structure (totaling 1,200 square feet) on their 3.7 acre lot.
The applicant is proposing a steel clad structure and since said materials do not match the home Plan Commission
approvals are required. Plans are attached for your review.
Plan Commission may waive the architectural requirements for accessory structures when any of the following are
met:
1. The structure is screened from view,
2. The principal structure is composed of materials, colors, or styles that are inappropriate in their applications
to an accessory structure,
3. The Plan Commission finds other circumstances to be present which would result in no undue harm to the
property or its surroundings,
4. When the area is not found to be predominately residential.
Plan Commission may approve the materials as submitted, or require modifications prior to release of building
permits.
PLAN CONSISTENCY PC 058-2018
Comprehensive Plan:The 2020 Plan depicts the area for low density residential land use. The
proposal for this residential outbuilding is consistent with the Plan.
Zoning:
The property is zoned RSE – Suburban Estate District. Accessory structures
totaling about 3,243 square feet are permitted on the subject property. The
current proposal measures 1,200 square feet in area. There are no existing
accessory structures that exist on this lot. The proposal meets the bulk
requirements of the Zoning Code.
STAFF DISCUSSION PC 058-2018
The architectural requirements state that the accessory structure should have similar materials and colors as the
principal residence. Planning Commission approval is being sought due to this concern.
The petitioner is proposing a steel sided and steel roofed structure. The colors of the steel siding will be ash grey,
the soffits will be white, and the roof will be black, which will be similar to the home, per the owner. The proposed
building location will be over 200’ from the road. The building is shown containing decorative elements such as a
pedestrian door, windows, shutters, and a cupola.
The petitioner has stated that the newly proposed building will be used only for personal storage.Page 1 of 12
RESOLUTION PC 058-2018
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The Resolution states the following items:
BE IT FURTHER RESOLVED, That the building cannot be used for the operations of any business activities.
BE IT FURTHER RESOLVED, That the floor of the entire building must be concrete or asphalt, unless a specific
portion is only to be used by animals.
BE IT FURTHER RESOLVED, The depth of the over hangs on all sides of the building must at least twelve (12)
inches in depth.
BE IT FURTHER RESOLVED, The colors of the building must be similar to the home.
STAFF RECOMMENDATION PC 058-2018
Approval of Resolution #PC 058-2018, finding that there will be no undue harm to the surrounding
properties, the building being over 200’ from the road, and due to similar buildings existing in the general
area.
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RESOLUTION PC 058-2018
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MUSKEGOthe City of
Area of InterestI0140280
Feet
Agenda Item(s)
Properties
Zoning Districts
Right-of-Way
Hydrography
Supplemental MapRESOLUTION #PC 058-2018
Ralph & Ann SterzingerW145 S9620 Groveway Ln.
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RESOLUTION PC 058-2018
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RESOLUTION #P.C. 058-2018
APPROVAL OF A METAL ACCESSORY STRUCTURE
FOR THE STERZINGER PROPERTY LOCATED IN THE NE ¼ OF SECTION 26
(TAX KEY NO. 2261.994 / W145 S9260 GROVEWAY LANE)
WHEREAS, A site plan and building drawings were submitted to construct a 30’ x 40’ metal accessory
structure (totaling 1,200 square feet) on the Sterzinger property located at W145 S9620 Groveway
Lane (Tax Key No. 2261.994), and
WHEREAS, The property is zoned RSE – Suburban Estate District, and whereas said structure is a
permitted accessory use and subject to Plan Commission review due to the proposed architectural
materials shown, more specifically due to a proposed steel roof and steel siding, and
WHEREAS, A home residence currently resides on the property with no existing accessory structure,
and
WHEREAS, The total square footage of 1,200 square feet (existing and proposed) is within the total
allowable square footage for accessory structures on this property of about 3,243 square feet and said
proposal meets the bulk requirements of the Zoning Code, and
WHEREAS, The accessory structure will be used for personal storage, and
WHEREAS, The proposed height is approximately 13.5 feet, as measured by code, which is allowed in
said zoning district due to the size of the lot, and
WHEREAS, The structure is proposed to be clad with steel vertical wall panels and a steel roof and
said proposal does not meet the Plan Commission’s standards for administrative approval of
residential accessory structures as the roofing does not match the materials to be used on the primary
residence, and
WHEREAS, The colors of the steel siding will be ash grey, the soffits will be white, and the roof will be
black, which will be similar to the home, per the owner, and
WHEREAS, The building is shown containing decorative elements such as a pedestrian door,
windows, shutters, and a cupola, and
WHEREAS, The structure is located over 200’ from the road.
THEREFORE BE IT RESOLVED, The Plan Commission approves of a 1,200 square foot metal
accessory structure for the Sterzinger property located at W145 S9620 Groveway Lane (Tax Key No.
2261.994).
BE IT FURTHER RESOLVED, The building cannot be used for the operations of any business
activities.
BE IT FURTHER RESOLVED, The floor of the entire building must be concrete or asphalt, unless a
specific portion is only to be used by animals.
BE IT FURTHER RESOLVED, The depth of the over hangs on all sides of the building must at least
twelve (12) inches in depth.
BE IT FURTHER RESOLVED, The colors of the building must be similar to the home.
BE IT FURTHER RESOLVED, That the Plan Commission approves of the accessory structure due to
no undue harm to the surrounding properties, the building is located over 200’ from the road, and due
to similar buildings existing in the general area.
BE IT FURTHER RESOLVED, That failure to comply with the terms of this resolution and the
approved site plans shall result in the issuance of fines of $100 per day per violation, the initiation of
legal action, or both.
Plan Commission
City of Muskego
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RESOLUTION PC 058-2018
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Adopted:
Defeated:
Deferred:
Introduced: November 8, 2018
ATTEST: Adam Trzebiatowski AICP, Planning Manager
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RESOLUTION PC 058-2018
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RESOLUTION PC 058-2018
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RESOLUTION PC 058-2018
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City of Muskego
Plan Commission Supplement PC 057-2018
For the meeting of: November 8, 2018
REQUEST: Rezoning from PI-1 (Park & Recreation Lands District) to B-3 (General Business District) for
the PI-1 portion of 2196.976 and a Comprehensive Plan Amendment from Institutional to Commercial (for
all of Lots 2196.976 & 2196.988)
Tax Key Nos. 2196.976 & 2196.988 / W180 S7732 Pioneer Drive
SE ¼ of Section 9
PETITIONER: City of Muskego
INTRODUCED: November 8, 2018
LAST AGENDA: N/A
PREPARED BY: Adam Trzebiatowski, AICP
BACKGROUND PC 057-2018
The City is proposing to rezoning from PI-1 (Park & Recreation Lands District) to B-3 (General Business
District) for the PI-1 portion of 2196.976 and a Comprehensive Plan Amendment from Institutional to
Commercial (for all of Lots 2196.976 & 2196.988).
PLAN CONSISTENCY PC 057-2018
Comprehensive Plan:The 2020 Comprehensive Plan shows the area as institutional uses.
The proposal is to change that to commercial uses.
Zoning: The property is currently PI-1 (Park & Recreation Lands District). The
zoning being requested is B-3 (General Business District) for the PI-1
portion of 2196.976.
Park and Conservation Plan: No acquisitions are proposed in this area. The proposal is consistent
with the Plan.
Street System Plan: The proposal is consistent with the Plan.
Adopted 208 Sanitary Sewer
Service Area:
This area is served by municipal sewer. The proposal is consistent with
the Plan.
Water Capacity Assessment
District:
This area is served by municipal water. The proposal is consistent with
the Plan.
DISCUSSION PC 057-2018
The City is petitioning for a rezoning for the former Parks Garage property. The request includes
rezoning of all of the PI-1 portion of Tax Key Number 2196.976. The 2020 Comprehensive Plan needs to
also be modified as part of this request from Institutional uses to Commercial uses (for all of Tax Key Nos.
2196.976 & 2196.988).
A public hearing for this request was held on October 23, 2018. There was one question raised at the
public hearing relating to what types of uses would be allowed in the proposed zoning district. Staff
talked with the neighbors that had questions after the public hearing and explained the general uses
allowed in the B-3 district. One further question related to if multi-family would be allowed and it was
explained that the B-3 district does not allow multi-family uses.
It was also explained that any new business user of the site would need to apply for a business
registration and would most likely need Plan Commission approval for the use of the site.
STAFF RECOMMENDATION PC 057-2018
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RESOLUTION PC 057-2018
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Approval of Resolution PC 057-2018
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RESOLUTION PC 057-2018
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MUSKEGOthe City of
Area of InterestI0190380
Feet
Agenda Item(s)
Properties
Zoning Districts
Right-of-Way
Hydrography
Supplemental MapRESOLUTION #PC 057-2018
City of MuskegoParks GarageW180 S7732 Pioneer Dr.
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RESOLUTION PC 057-2018
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RESOLUTION #P.C. 057-2018
RECOMMENDATION TO COUNCIL TO REZONE A PORTION OF THE FORMER PARKS
GARAGE PROPERTY FROM PI-1 PARK & RECREATION LANDS DISTRICT TO B-3
GENERAL BUSINESS DISTRICT FOR THE PROPERTY LOCATED IN THE SE 1/4 OF
SECTION 9
(PART OF TAX KEY NO. 2196.976 & 2196.988 / W180 S7732 PIONEER DRIVE)
WHEREAS, The City is proposing to rezone the PI-1 portion of the former Parks Garage property
from the PI-1 Park & Recreation Lands District to B-3 General Business District, and
WHEREAS, The 2020 Comprehensive Plan also needs to be amended for this entire property
(for all of lots 2196.976 & 2196.988) from Institutional Uses to Commercial Uses, and
WHEREAS, A Public Hearing for the rezoning was heard before the Common Council on October
23, 2018, and
WHEREAS, There was one question brought up at the Public Hearing relating to what types of
uses could be allowed in the B-3 district, and
WHEREAS, The City is going to be selling this property and as part of that process the City
wanted to get the proper zoning setup for a possible future commercial user.
THEREFORE BE IT RESOLVED, That the Plan Commission does hereby recommend approval
to the Common Council for the rezoning the PI-1 portion of the former Parks Garage property
from the PI-1 Park & Recreation Lands District to B-3 General Business District and recommend
approval to the Common Council for the amendment to the 2020 Comprehensive Plan for this
entire property (for all of lots 2196.976 & 2196.988) from Institutional Uses to Commercial Uses.
BE IT FURTHER RESOLVED, That failure to comply with the approval contained in this
resolution shall result in the imposition of fines of $100 per day, the initiation of legal action, or
both.
Plan Commission
City of Muskego
Adopted:
Defeated:
Deferred:
Introduced: November 8, 2018
ATTEST: Adam Trzebiatowski AICP, Planning Manager
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RESOLUTION PC 057-2018
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City of Muskego
Plan Commission Supplement PC 059-2018
For the meeting of: November 8, 2018
REQUEST: Building, Site, and Operation Plan Amendment for Heritage Muskego / MSP Real Estate
Tax Key No. 2162.996.003 / S64 W13780 Janesville Road
NW ¼ of Section 1
PETITIONER: Mark Hammond of MSP Real Estate Group
INTRODUCED: November 8, 2018
LAST AGENDA: N/A
PREPARED BY: Adam Trzebiatowski, AICP
BACKGROUND PC 059-2018
A BSO amendment submittal was received from Mark Hammond of MSP Real Estate Group, the
developer/owner of Heritage Muskego, for their new Muskego facility located at S64 W13780 Janesville
Road. The amendment review is required due to issues that were discovered with their new building
upon the Planning Division occupancy inspection. Upon that inspection it was discovered that the
amount of masonry on the built structure did not match that as was shown on the Plan Commission
approved plans and the building permit approved plans. There was a masonry reduction that occurred on
almost all façade areas of the building. Upon finding this major issue, the development team was notified.
Once the development team was notified they explained that their designer, along with themselves,
altered the original design since they thought it needed to be modified to have a better architectural
appearance. See the applicant’s submittal for full details on their explanation and reasoning behind the
alteration. The developer stated that they did not know that these changes never made it onto the plans
approved by the State and the City. The developer has stated that these changes not being incorporated
into the City approved plans was an inadvertent error.
Due to this significant issue, staff was not able to issue any type of occupancy until the developer at least
applied for Plan Commission review of this topic. Once the applicant applied for this re-review, then the
City issued temporary occupancy for a portion of the building in an effort to be accommodating to
residents that were previously scheduled to move in. As part of the developer’s amendment request, they
state the following, “…we hereby acknowledge that we need Plan Commission approval in order for the
City to issue us a permanent Certificate of Occupancy and understand that we may have to work with that
body to come to a reasonable solution that is acceptable to all parties involved.”
This development originally received BSO approvals through the Plan Commission on September 6, 2016
under PC 057-2016. The full building permit for this project was issued on May 26, 2017.
STAFF DISCUSSION PC 059-2018
A situation like this, where a developer changed their design/material quantity without first seeking City
approval, has never occurred in the City before. The City was very surprised when this issue was
discovered upon the Planning Division occupancy inspections.
This situation is a concern to the City for numerous reason, including, but not limited to, what type of
precedent might be set, how did this affect the cost/bottom line of the project, why a change was made
without City review, how we prevent this from occurring in the future, and what happens if the Plan
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RESOLUTION PC 059-2018
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Commission does not accept the un-approved alterations.
STAFF RECOMMENDATION PC 059-2018
The Plan Commission needs to discuss and decide how they would best like to proceed in this
situation. A situation like this has never occurred before in the City before. While some of the
reductions are not extremely significant in view, they most likely resulted in a significant savings
for the developer. It is previously unheard of in the City to have a developer/builder of a
commercial building to reduce a material quantity will out first seeking staff and/or Plan
Commission approvals.
If the Plan Commission does not approve of the reduction to the approved masonry, then they will
need to determine what they are going to require the developer to do to rectify the issue.
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RESOLUTION PC 059-2018
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MUSKEGOthe City of
Area of InterestI0330660
Feet
Agenda Item(s)
Properties
Zoning Districts
Right-of-Way
Hydrography
Supplemental MapRESOLUTION #PC 059-2018
Heritage Muskego/MSPS64 W13780 Janesville Rd.
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RESOLUTION PC 059-2018
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RESOLUTION #P.C. 059-2018
APPROVAL OF A BUILDING SITE AND OPERATION PLAN AMENDMENT FOR
HERITAGE MUSKEGO/MSP LOCATED AT
S64 W13780 JANESVILLE ROAD / TAX KEY NO. 2162.996.003
WHEREAS, A BSO amendment submittal was received from Mark Hammond of MSP Real
Estate Group, the developer/owner of Heritage Muskego, for their new Muskego facility located at
S64 W13780 Janesville Road / Tax Key No. 2162.996.003, and
WHEREAS, This development originally received BSO approvals through the Plan Commission
on September 6, 2016 under PC 057-2016, and
WHEREAS, The full building permit for this project was issued on May 26, 2017, and
WHEREAS, Once Planning Division occupancy inspections were occurring it was discovered that
the amount of certain materials shown on the approved building plans did not match the building
that was built on site, and
WHEREAS, More specifically, the amount of masonry on the building was reduced/lowered on
most facades of the building, and
WHEREAS, The developer notes in their submittal that their designer, and along with themselves,
altered the original design as they thought it needed to be modified to have a better architectural
appearance, and
WHEREAS, The developer has stated that these changes not being incorporated into City
approved plans was an inadvertent error, and
WHEREAS, Due to the change in the Plan Commission approved plans and the City approved
plans, Plan Commission re-review is require in order for this project to proceed and to be allowed
final occupancy.
THEREFORE BE IT RESOLVED, That the Plan Commission approves of an amended Building,
Site and Operation Plan for Heritage Muskego located at S64 W13780 Janesville Road / Tax Key
No. 2162.996.003.
BE IT FURTHER RESOLVED, Final Occupancy of this facility cannot be granted until the
decision of the Plan Commission on this topic has been fully complied with.
BE IT FURTHER RESOLVED, A copy of said plans must be kept on file and that all aspects of
this plan shall be followed and maintained in perpetuity unless otherwise authorized by the Plan
Commission.
BE IT FURTHER RESOLVED, Failure to comply with the approval contained in this resolution, in
the timeframes established by the Plan Commission, shall result in the imposition of fines, the
initiation of legal action, or both.
Plan Commission
City of Muskego
Adopted:
Denied:
Deferred: November 8, 2018
ATTEST: Adam Trzebiatowski AICP, Planning Manager
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RESOLUTION PC 059-2018
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From:Mark Hammond
To:Adam Trzebiatowski
Cc:Scott Kroeger
Subject:Re: Heritage Muskego Building Elevation Revisions
Date:Thursday, September 27, 2018 3:23:53 PM
Adam,
MSP Real Estate is committed to securing plan commission approval of our project. We believe that,
after presenting our as-built project, they will appreciate the changes we made as an improvement
from what they had approved and therefor will feel comfortable approving it. However, in the event
that our project as-built is not approved, we do not want to assume or predict what Plan
Commission might feel is appropriate in order to approve the project. Therefore, we hereby
acknowledge that we need Plan Commission approval in order for the City to issue us a permanent
Certificate of Occupancy and understand that we may have to work with that body to come to a
reasonable solution that is acceptable to all parties involved.
Thanks,
Mark
From: Adam Trzebiatowski <ATrzebiatowski@cityofmuskego.org>
Date: Thursday, September 27, 2018 at 2:22 PM
To: Mark Hammond <mhammond@msphousing.com>
Cc: Scott Kroeger <SKroeger@cityofmuskego.org>
Subject: RE: Heritage Muskego Building Elevation Revisions
Mark,
I received your two email messages. I’ll look them over this afternoon or earlier tomorrow. I’ll get
back with you once I have gone over them.
Without looking them over yet, we hope you included your “fix/solution” if this is not approved by
the Plan Commission as this is a must have for us to consider temporary occupancy. Please include
those that in detail if you have not already.
Thanks,
Adam Trzebiatowski, AICP
Planning Manager
City of Muskego
Department of Public Works & Development
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RESOLUTION PC 059-2018
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Planning Services Division
W182 S8200 Racine Avenue
Phone: (262) 679-4136
Fax: (262) 679-5614
Email: adamt@cityofmuskego.org
Web: www.cityofmuskego.org
This message originates from Adam Trzebiatowski. It contains information that may be confidential or privileged and
is intended only for the individual named above. It is prohibited for anyone to disclose, copy, distribute or use the
contents of this message without permission, except as allowed by Wisconsin Public Records Laws. If this message is
sent to a quorum of a governmental body, my intent is the same as though it were sent by regular mail and further
distribution is prohibited. All personal messages express views solely of the sender, which are not attributed to the
municipality I represent, and may not be copied or distributed without this disclaimer.
From: Mark Hammond [mailto:mhammond@msphousing.com]
Sent: Wednesday, September 26, 2018 6:09 PM
To: Adam Trzebiatowski
Cc: Scott Kroeger
Subject: Heritage Muskego Building Elevation Revisions
[I received a notice that my last email was not deliverable, so I am resending as two separate emails.
This is email 1 of 2]
Hi Adam,
I shared with our architect, Jerry Bourquin, AIA, your comments regarding the changes to the
building elevations in our building as constructed compared to what was submitted to the City. I
have attached a copy of Jerry’s letter for your files (file name ‘Dimension IV Design Group letter to
MSP Real Estate 9.26.18’). For convenience, and because Jerry is able to better articulate the design
progression than I am able to, I will provide the body of Jerry’s letter directly below:
Dear Mark,
As the final design details were developed, minor adjustments were made on the
proportions of the materials to balance the design and strengthen the importance of the
design elements. The finish materials were not changed, nor were new materials added.
The proportions had only minor adjustments.
The bays that project from the building, the corner tower, and the main entrance are the
most visible and important accents of the design. Minor revisions were made to highlight
these areas. The percent of masonry on the building went from 52% to 50%.
A traditional building has a base, a middle/body, and a top/cap. The middle/body is the
largest area. The proportions, especially with the larger masonry base on the front of the
building, were out of balance; the base and top were larger than the middle body. The
masonry bay was extended lower to where the grades at the front of the building were
Page 6 of 26
RESOLUTION PC 059-2018
Packet Page 30
lowered. It became heavier. To balance the proportions, the middle cement siding was
lowered part way down the windows to create a larger middle area. This was only done on
the background walls. These are the walls that create a backdrop for the more important
projected bays. This also had the added benefit of reducing the visual presence of the AC
sleeves in the wall, as the stone masonry cap now runs across the top of these units. In
effect, the AC sleeves are now hidden by the band and appear as a support for the band,
rather than a punched opening in the middle of the wall.
The deck supports had taken on a stronger visible presence than they should have. They
were adjusted to have a masonry base and cement panels similar to the main entrance. This
is more consistent with the Craftsman character of the project.
An additional projected bay was added to the west elevation, south corner, to break up the
blank wall, add more masonry, and extend the character of the front elevation around the
corner. This is a visible corner at an entrance drive.
On the east elevation end, a projected bay was also added to break up the wall on this area
which is visible as one drives in.
To emphasize the importance of the front entrance, the entrance projected bay was
widened with additional masonry.
These minor changes were made to improve the traditional image of the project and
strengthen the importance of the accented building elements, the street image, and the
entrances.
Sincerely,
DIMENSION IV MADISON DESIGN GROUP
Jerry Bourquin, AIA
Principal
As I mentioned to you on the phone previously, the fact that these changes were not incorporated in
the plans that I submitted to you for the building permit was an inadvertent error on our behalf. I
simply missed that they were not reflected in the permit set as I thought they had been (the
architect made these changes while the plans were at the State being reviewed). We all felt that, on
the whole, the designed progression marked an improvement over what was presented at Plan
Commission: a more balanced building with additional natural stone. As a result, it was not on my
radar to flag these changes to you because I thought they were uncontroversial and I thought they
were incorporated into the permit set. I hope that after reviewing all of this, you’ll agree that we
have designed and constructed a more aesthetically pleasing building than what we had presented
to Plan Commission.
Finally, as you more specifically requested, attached, please also find the following items to provide
addition context and support for the building elevation revisions that took place following our Plan
Page 7 of 26
RESOLUTION PC 059-2018
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Commission approval (the headings on bold refer to the file name of the attachment):
Heritage Muskego – Comparison Sheets – BSO Submittal vs As-built – These sheets are
intended to illustrate as clearly as possible how the design progressed following approval by
Plan Commission. Each sheet includes each of the following for each primary elevation that
was included in our BSO Submittal:
The top image is a photo of the actual building as it stands today
The middle image is the elevation of the building as constructed
The bottom image is the elevation from the BSO Submittal
Heritage Muskego - BSO Submittal Elevations - Exterior Materials - Manual Calculation –
These are the elevations from our BSO Submittal that was approved by Plan Commission.
Masonry has been highlighted in red and James Hardie Fiber Cement in blue. The square
footage take offs are shown in each section (you may need to zoom in a bit to see them).
These totals are then provided in the supplemental excel spreadsheet discussed below.
Heritage Muskego - As-built Elevations - Exterior Materials - Manual Calculation - These are
the elevations from our as-built plans. Masonry has been highlighted in red and James Hardie
Fiber Cement in blue. The square footage take offs are shown in each section (again, you may
need to zoom in). These totals are then provided in the supplemental excel spreadsheet
discussed below.
Heritage Muskego Masonry Comparison Calculation – BSO vs. As-built – This spreadsheet
provides the total calculation of masonry and siding corresponding to attachments #3 and #4
above. As you will see, our BSO submittal was at 52% and our as-builts are at 50%. I am
sending this as an excel file in the event you would like to independently verify the architect’s
calculations.
In summary, although our design progressed from what the City had approved, the changes resulted
in a more aesthetically pleasing building that we feel is a fine example of traditional Craftsman-style
architecture, with a base, middle, and top that are in proper proportion to each other. Our use of
masonry is appropriately balanced to exude quality without feeling heavy. We believe the building,
as constructed, contributes very positively to the landscape of the City of Muskego. We hope you
agree.
Please let me know if you have any questions, would like any additional information, or would like
me to present this information to Plan Commission.
Best regards,
Mark
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RESOLUTION PC 059-2018
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--
Mark Hammond
Vice President of Development
MSP Real Estate, Inc.
Heritage Senior Living, LLC
7901 West National Avenue
West Allis, WI 53214
Direct: 414.259.2108
Mobile: 612.868.9997
Confidentiality Notice: This message contains confidential information and is intended only for the
individual named. If you are not the named addressee, you should not disseminate, distribute or
copy this email. Please notify the sender immediately by email if you have received this email by
mistake and delete this email from your system. Email transmission cannot be guaranteed to be
secure or error-free, as information could be intercepted, corrupted, lost, destroyed, arrive late or
incomplete, or contain viruses. The sender, therefore, does not accept liability for any errors or
omissions in the contents of this message which arise as a result of email transmission. If verification
is required, please request a hard-copy version.
Page 9 of 26
RESOLUTION PC 059-2018
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Page 10 of 26
RESOLUTION PC 059-2018
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RESOLUTION PC 059-2018
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City/State
Approved
Building Permit
Plans
(3 Pages)
Page 12 of 26
RESOLUTION PC 059-2018
Packet Page 36
FIRST FLOOR
100' - 0"
SECOND FLOOR
111' - 3 7/8"
TRUSS BEARING
120' - 4 1/2"
RSTN
CST
CHIMNEY
BS
FCP
ASH
CST
FCT
PFG
FCT
FCT
FCT
LS-2
FCTPFG
FCT
FCT LS-2
FCT
LS-1
CST
BRKCST CST RSTNCSTCST
CST
FCT
FCT
RSTN CST CSTCST RSTN BRK CST CST LS-1 BRK CST CST
CST FCT
BS
FCP
CEDAR PERGOLA
PFG
FCT
FCTCSTLS-1FCP BRK CST CSTLS-1
FCT PFG
FCT
FCT
LS-2ASH
FCP
FCT
FCP
FCT
CST
RSTN
FCT
FCP
FCT
BS
FCP
CST
FCT
CST
ASH
FCT
?
CST
CST
CST
RSTN
RSTN
CST
FCP
ASHFCTFCPPFG
RSTN
FCT
FCP
FIRST FLOOR
100' - 0"
SECOND FLOOR
111' - 3 7/8"
TRUSS BEARING
120' - 4 1/2"
FCT
PFG
ASH
CEDAR PERGOLA
FCP
FCT
BS
FCP
CST
CST
ASH
LS-2
PFG
FCT
CST
CST
BRK CST LS-1
FCT
FCT
CSTRSTN CST CSTFCP
BS
FCT ASH
FCT
BS
FCP
FCT
CEDAR PERGOLA
LS-2
FCT
LS-1
PFG
FCT
FCT ASH
FCT
PFG
FCT
FCT
FCT
LS-2
CSTCST BRK BRK CST CST
CEDAR PERGOLA
CHIMNEYRSTNASH CSTFCT
PFG
FCT
LS-2CST BRKCSTFCT LS-1 FCTCSTBRK
ASH
FCP FCT
BS
ASH
FCT
FCT
ASH
FCT
LS-2
FCT
LS-1 CST BRKCSTRSTNCST
PFG
FCT
FCT
LS-2
FCT CSTBRKCSTCSTCST
BRK
FIRST FLOOR
100' - 0"
SECOND FLOOR
111' - 3 7/8"
TRUSS BEARING
120' - 4 1/2"
RSTN
BRK
FCT
FCP
CEDAR PERGOLA
ASH
FCT
FCP FCT
FCT
FCT
LS-2
LS-1
ASH
CST CST BRK
BRKCSTCST LS-1
FCT
CEDAR PERGOLAPFGFCT
FCP
RSTN CSTCST
FCT
FCP
BS FCT
CST
ASH
CEDAR PERGOLA LS-2
FCT
PFG FCT
FCT
LS-2
LS-1 CEDAR PERGOLA
FCP
FCT
FCP
BS
CST
PFG
FCT
LS-1
CST BRK CST
FCT
ASH PFG
CEDAR PERGOLAFCT
FCT
LS-2
FCT
LS-1
FCT
ASH
CSTBRK BRKCST CSTCST
CST
FCP
RSTN
ASH
PFG
FCT
FCP
BS
FCT
CST
FCT
ASH
FCT
CST RSTN CSTCST
FCT
FIRST FLOOR
100' - 0"
SECOND FLOOR
111' - 3 7/8"
TRUSS BEARING
120' - 4 1/2"
CEDAR PERGOLA
ASH
FCT
FCT
FCT
LS-1
FCT
CSTCSTBRK
FCT
RSTN
BRK
FCP
FCT
FCP
BRK CSTLS-1
LS-2CEDAR PERGOLA
ASH FCT
FCP
BS
ASHFCT
CST
FCT FCT
CST CST RSTN
CEDAR PERGOLA
PFG
FCT
LS-2
FCTLS-1
FCTBRKCST LS-1CSTBRK BRK CST CST
CST
PFG
FCT
ASH
FCT
LS-2
FCT
BRKCSTLS-1
FCT
LS-2
ASH PFG
CEDAR PERGOLA
FCT
FCT
FCP BS
FCT
FCP
CST
FCT
CSTCSTRSTNBRKCST
CEDAR PERGOLA
ASH
PFG
FCT
FCTLS-2
FCT FCP
LS-1
CEDAR PERGOLA
FCT
FCP
LS-2
FCP
FCT
RSTN
BRK
BRKBRKCST
CST
CST LS-1
FCT
FCT
FCT
PFG
FIRST FLOOR
100' - 0"
SECOND FLOOR
111' - 3 7/8"
TRUSS BEARING
120' - 4 1/2"
RSTN
CST
FCP
FCT
FCT
BRK
CST
CST
LS-1 FCT LS-2
PFG
ASH
FCT
FCT
ASH
FCT
EXTERIOR ELEVATIONS GENERAL
NOTES AND LEGEND
LEGEND
MASONRY COLOR
BRK BRICK TRIANGLE NORTHHAMPTON UTILITY
STN THIN STONE VENEER DUTCH QUALITY TORINO STACK
LEDGE
RSTN REAL STONE COLOR - BROOKFIELD - 80%
FOND DU LAC - 20%
CMU SPLIT FACE CMU WALNUT
SVT STONE VENEER TRIM N/A
CST CAST STONE HERITAGE CAST STONE - BUFF
• 4" @ WINDOW SILL TYP.
• 8" @ WINDOW HEAD TYP.
• 8" @ BAND TYP.
CJ CONTROL JOINT
CIP CAST IN PLACE CONCRETE
SIDING & ROOFING
LS-1 FIBER CEMENT LAP SIDING LIGHT GREY
LS-2 FIBER CEMENT LAP SIDING CREAM/TAN
FCP FIBER CEMENT PANEL GREEN
ASH ASPHALT SHINGLES
TRIM
FCT FIBER CEMENT TRIM COTTAGE WHITE
• 4" @ OUTSIDE CORNER • 4" @ WINDOW SIDE TRIM
• 6" @ FRIEZE BOARD (LAP SIDING)• 8" @ WINDOW HEAD TRIM
• 8" @ FRIEZE BOARD (BRICK)• 8" @ BAND
BS • 2" BATTEN STRIP COTTAGE WHITE
METAL
PFM PRE FIN. METAL FASCIA COLOR TO MATCH TRIM
PFG PRE FIN. GUTTERS COLOR TO MATCH TRIM
DS PRE FIN. DOWNSPOUTS COLOR TO MATCH TRIM
ARS ALUMINUM RAILING RIDEAU BROWN
FPV FIREPLACE VENT
A. NOT ALL MASONRY PENETRATIONS SHOWN, COORDINATE WITH MEP
CONTRACTORS.
B. AT 135 DEGREE OUTSIDE CORNERS PROVIDE 135 DEGREE BRICK
CORNER UNITS.
C. REFER TO WINDOW TYPE SHEET A6.2 FOR ALL WINDOW
INFORMATION.
D. CONTROL JOINTS CONTINUOUS FROM TOP OF FOUNDATION TO TOP
OF WALL.
E. PROVIDE AC GRILL COVER @ ALL THROUGH WALL AC UNITS. COLOR
TO MATCH ADJACENT MATERIAL.
GENERAL NOTES
A2.0
A2.1
A2.0
1
7
9
A2.2
21
A2.0
8
A2.115
A2.2
19
A2.218
A2.0
6 A2.1
17
2422
23 A2.1 11
A2.1
12
A2.113
A2.0
3
A2.0 2
A2.05
A2.1
10
A2.2 20
A2.02
Si
m
A2.1
16
A2.1
14
/P A2.1
/P A2.1
/N A2.0
/M A2.0
/L A2.0
/K A2.0
/J A2.0
/H A2.0
/G A2.0
/G A2.0
/G A2.0
/G A2.0
/F A2.0
/E A2.0
/D A2.0
/C A2.0
/B A2.0
/B A2.0
/A A2.0
/LL A2.2
/KK A2.2
/JJ A2.2
/HH A2.2
/GG A2.2
/GG A2.2
/FF A2.2
/EE A2.2
/CC A2.1
/BB A2.1
/DD A2.1
/AA A2.1
/AA A2.1
/Z A2.1
/Y A2.1
/X A2.1/U A2.1
/V A2.1
/W A2.1
/T A2.1
/S A2.1
/S A2.1
/S A2.1
/R A2.1
OPP.
OPP.
OPP.
OPP.
OPP.
OPP.OPP.
/NN A2.2
/NN A2.2OPP.
/MM A2.2
/MM A2.2OPP.
/27 A2.2
/26 A2.2
ASH
FCT
?
FCT
FCT
FCP
BS
CEDAR PERGOLA
CST
FCT
RSTN
ASH
PFG
FCT
FCT
FCT
LS-2
CST
BRK
FCT
CEDAR PERGOLA
ASH
PFG
FCT
FCT
FCP
BS
CST
FCT
RSTN
ASH
FCT
PFG
FCT
FCT
FCP
BS
CST
RSTN
ASH
DS
PFG
FCT
FCT
FCT
BS
CST
BRK
DS
ASH
FCT
FCT
PFG
DS
FCT
BS
CST
BRK
ASH
FCT
PFG
CEDAR PERGOLA
FCT
CST
FCT
RSTN
FCP
FCP
FCT
BRK
CEDAR PERGOLA
ASH
FCT
PFG
FCT
FCT
FCP
CST
FCT
RSTN
BS
CEDAR PERGOLA
ASH
FCT
PFG
FCT
FCT
FCP
BS
CST
FCT
RSTN
ASH
PFG
FCT
FCT
LS-2
CST
BRK
ASH
PFG
FCT
FCT
LS-2
CST
BRK
ASH
FCT
PFG
FCT
FCT
FCP
CST
FCT
RSTN
CEDAR PERGOLA
BS
ASH
FCT
PFG
FCT
FCP
CST
FCT
RSTN
CEDAR PERGOLA
BS
FCT
FCT
FCP
BS
PROJECT #
DATE OF ISSUE:
REVISIONS:
6515 Grand Teton Plaza, Suite 120
Madison, Wisconsin 53719
p608.829.4444 f608.829.4445
www.dimensionivmadison.com
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A2.0
EXTERIOR
ELEVATIONS
16031
FEB. 14, 2017
MSP − MUSKEGO
WEST JANESVILLE ROAD
MUSKEGO, WI 53150
1/8" = 1'-0"1 EAST ELEVATIONS AT MAIN ENTRANCE
0'4'8'2'
1/8" = 1'-0"3 EAST ELEVATION AT PORCH COUCHERE
1/8" = 1'-0"2 SOUTH ELEVATION AT PORCH COUCHERE
1/8" = 1'-0"6 EAST ELEVATION AT AL WING
1/8" = 1'-0"7 SOUTH ELEVATION AT AL WING
1/8" = 1'-0"8 WEST ELEVATION AT AL WING
1/8" = 1'-0"5 SOUTH ELEVATION A
1/8" = 1'-0"A HIDDEN ELEVATION
1/8" = 1'-0"B HIDDEN ELEVATION
1/8" = 1'-0"C HIDDEN ELEVATION
1/8" = 1'-0"D HIDDEN ELEVATION
1/8" = 1'-0"E HIDDEN ELEVATION
1/8" = 1'-0"F HIDDEN ELEVATION
1/8" = 1'-0"G HIDDEN ELEVATION
1/8" = 1'-0"H HIDDEN ELEVATION
1/8" = 1'-0"J HIDDEN ELEVATION
1/8" = 1'-0"K HIDDEN ELEVATION
1/8" = 1'-0"L HIDDEN ELEVATION
1/8" = 1'-0"M HIDDEN ELEVATION
1/8" = 1'-0"N HIDDEN ELEVATION
1/8" = 1'-0"4 WEST ELEVATION AT PORCH COUCHERE
Page 13 of 26
RESOLUTION PC 059-2018
Packet Page 37
FIRST FLOOR
100' - 0"
SECOND FLOOR
111' - 3 7/8"
TRUSS BEARING
120' - 4 1/2"
BRK
ASH RSTN ASHLS-2
BRKBRK
CST BRK FCP FCT
CSTCSTBRKLS-1
LS-2ASH FCTFCP
CSTBRKCSTBRKLS-1
LS-2 FCT ASH
FCT
LS-1FCTLS-2
?
?
FCP
FCP FCT FCT
BRK BRK CST FCPBS
BSBS
CST CST
FCP FCTFCT
FCT CSTCST
LS-1
CST
FCT
FCT
CST
FCT PFG
CEDAR PERGOLA DS
CHIMNEY
CST
CIP
A2.2
27
BS FCP FCT
CSTCSTCSTBRK
ASH
BRKCST LS-1CSTBRKLS-2 LS-1 CST CST BRK FCT LS-1
LS-2 ASHFCT
LS-1
LS-2 FCT FCP FCT ASH
CST
BRK
ASHASHASH PFG PFGPFGLS-2PFGPFGASHPFGFCTBRKFCT
FCT BRKCSTCSTLS-1LS-2 FCTBRK
CST
BRK
CST
CST
FCT
PFGASH
CST FCTFCTBRKCSTCSTFCT
CST
PFG
CIP
CIP
EXTERIOR ELEVATIONS GENERAL
NOTES AND LEGEND
LEGEND
MASONRY COLOR
BRK BRICK TRIANGLE NORTHHAMPTON UTILITY
STN THIN STONE VENEER DUTCH QUALITY TORINO STACK
LEDGE
RSTN REAL STONE COLOR - BROOKFIELD - 80%
FOND DU LAC - 20%
CMU SPLIT FACE CMU WALNUT
SVT STONE VENEER TRIM N/A
CST CAST STONE HERITAGE CAST STONE - BUFF
• 4" @ WINDOW SILL TYP.
• 8" @ WINDOW HEAD TYP.
• 8" @ BAND TYP.
CJ CONTROL JOINT
CIP CAST IN PLACE CONCRETE
SIDING & ROOFING
LS-1 FIBER CEMENT LAP SIDING LIGHT GREY
LS-2 FIBER CEMENT LAP SIDING CREAM/TAN
FCP FIBER CEMENT PANEL GREEN
ASH ASPHALT SHINGLES
TRIM
FCT FIBER CEMENT TRIM COTTAGE WHITE
• 4" @ OUTSIDE CORNER • 4" @ WINDOW SIDE TRIM
• 6" @ FRIEZE BOARD (LAP SIDING)• 8" @ WINDOW HEAD TRIM
• 8" @ FRIEZE BOARD (BRICK)• 8" @ BAND
BS • 2" BATTEN STRIP COTTAGE WHITE
METAL
PFM PRE FIN. METAL FASCIA COLOR TO MATCH TRIM
PFG PRE FIN. GUTTERS COLOR TO MATCH TRIM
DS PRE FIN. DOWNSPOUTS COLOR TO MATCH TRIM
ARS ALUMINUM RAILING RIDEAU BROWN
FPV FIREPLACE VENT
A. NOT ALL MASONRY PENETRATIONS SHOWN, COORDINATE WITH MEP
CONTRACTORS.
B. AT 135 DEGREE OUTSIDE CORNERS PROVIDE 135 DEGREE BRICK
CORNER UNITS.
C. REFER TO WINDOW TYPE SHEET A6.2 FOR ALL WINDOW
INFORMATION.
D. CONTROL JOINTS CONTINUOUS FROM TOP OF FOUNDATION TO TOP
OF WALL.
E. PROVIDE AC GRILL COVER @ ALL THROUGH WALL AC UNITS. COLOR
TO MATCH ADJACENT MATERIAL.
GENERAL NOTES
FIRST FLOOR
100' - 0"
SECOND FLOOR
111' - 3 7/8"
TRUSS BEARING
120' - 4 1/2"
BRK
LS-1
FCTFCT
LS-2
CST
ASH
ASH
ASH
ASH
ASH
FCT
PFG
CST
BRK
FCT
BRK
CST
FCT
PFG
PFG
CST
CST
CSTCSTBRKCST
BRK
CST
FCT
LS-1 CST FCT
PFG
FCT
FCT
LS-2
FCT
LS-1
CST CSTCSTBRK CSTFCTLS-1CST
ASH
PFG
FCT
LS-2
CSTBRKCSTCST
FIRST FLOOR
100' - 0"
SECOND FLOOR
111' - 3 7/8"
BRK
CST
CST
CST
PFG
FCT
ASH
FCT
FCT
FCP
BS
DSBRK
CST
CSTCSTCSTCSTBRKCST
CST
BRK
CST CSTCSTBRK
ASH
FCT
CEDAR PERGOLA
FCT
FCT
BRK
BRK
A2.0
A2.1
A2.0
1
7
9
A2.2
21
A2.0
8
A2.115
A2.2
19
A2.218
A2.0
6 A2.1
17
2422
23 A2.1 11
A2.1
12
A2.113
A2.0
3
A2.0 2
A2.05
A2.1
10
A2.2 20
A2.02
Si
m
A2.1
16
A2.1
14
/P A2.1
/P A2.1
/N A2.0
/M A2.0
/L A2.0
/K A2.0
/J A2.0
/H A2.0
/G A2.0
/G A2.0
/G A2.0
/G A2.0
/F A2.0
/E A2.0
/D A2.0
/C A2.0
/B A2.0
/B A2.0
/A A2.0
/LL A2.2
/KK A2.2
/JJ A2.2
/HH A2.2
/GG A2.2
/GG A2.2
/FF A2.2
/EE A2.2
/CC A2.1
/BB A2.1
/DD A2.1
/AA A2.1
/AA A2.1
/Z A2.1
/Y A2.1
/X A2.1/U A2.1
/V A2.1
/W A2.1
/T A2.1
/S A2.1
/S A2.1
/S A2.1
/R A2.1
OPP.
OPP.
OPP.
OPP.
OPP.
OPP.OPP.
/NN A2.2
/NN A2.2OPP.
/MM A2.2
/MM A2.2OPP.
/27 A2.2
/26 A2.2
ASH
CST
FCT
PFG
FCT
CST
CST
CST
CST
CST
BRK
BRK
ASH
PFG
FCT
FCT
CST
CST
BRK
CST
CST
CST
ASH
CEDAR PERGOLA
FCT
FCP
CST
FCT
BRK
FCT
PFG
DS
BS
FCT
FCP
BRK
ASH
PFG
FCT
FCT
CEDAR PERGOLA
FCP
CST
FCT
BRK
DS
BS
FCT
FCP
BRK
CST
CEDAR PERGOLA
ASH
FCT
PFG
FCT
FCT
BS
CST
FCT
BRK
BRK
BRK
FIRST FLOOR
100' - 0"
SECOND FLOOR
111' - 3 7/8"
TRUSS BEARING
120' - 4 1/2"
ASH
PFG
FCT
CEDAR PERGOLA
FCT
DS
CST
FCT
BRK
BS
FCP
FCT
BRK
CST
CIP
CIP
ASH
PFG
FCT
FCT
DS
CST
BRK
BS
ASH
FCT
PFG
FCT
FCT
DS
BS
CST
BRK
ASH
FCT
PFG
FCT
FCT
FCP
CST
DS
BRK
BS
CEDAR PERGOLA
FIRST FLOOR
100' - 0"
SECOND FLOOR
111' - 3 7/8"
TRUSS BEARING
120' - 4 1/2"
ASH
PFG
FCT
FCT
LS-2
FCT
LS-1CSTCSTBRK
FCT
FCP
BS
FCT
FCT
CST
RSTNCSTCST
FCP
FCT
CST CST BRK BRKCSTCSTLS-1 FCT
LS-2
ASH
FCT
CEDAR PERGOLA
CEDAR PERGOLA FCT
PFG
ASH
PFG
CEDAR PERGOLA
ASH
FCT
LS-2
LS-1
FCP
RSTN
BRK
CST
CST
FCT
FCT
FCP
DS BRKCSTFCPFCT CST FCP FCT
DS
ASH
PFG
FCT
FCT
FCP
RSTN
CST
FCT
CEDAR PERGOLA
BRK
CST
FCP
FCT
CEDAR PERGOLA
ASH
FCT
PFG
FCT
FCT
DS
FCP
BS
CST
FCT
BRK
FCT
FCP
BRK
CST
CEDAR PERGOLA
ASH
PFG
FCT
LS-2
DS
CST
FCT
BRK
FCP
FCT
CST
BRK
ASH
PFG
FCT
FCT
LS-2
FCT
LS-1
CST
BRK
CEDAR PERGOLA
ASH
PFG
FCT
CST
LS-2
DS
FCT
BRK
FCP
FCT
FCT
BRK
FIRST FLOOR
100' - 0"
SECOND FLOOR
111' - 3 7/8"
TRUSS BEARING
120' - 4 1/2"
BRKCSTCSTLS-1FCT
LS-2FCTFCTPFG DSFCPFCPFCTFCTBS
DS
FCT
ASHFCTCEDAR PERGOLA LS-2
LS-1CSTFCTBRKCSTCST
FCTCEDAR PERGOLA
LS-2 LS-1FCT BRK BRKDS
RSTN
CHIMNEY
ASH
CEDAR PERGOLA
ASH
FCT
PFG
FCT
FCT
FCP
BS
CST
FCT
BRK
FCT
FCP
CEDAR PERGOLA
ASH
FCT
PFG
FCT
FCT
FCP
CST
FCT
BRK
BS
FCT
FCP
CST
BRK
CST
PROJECT #
DATE OF ISSUE:
REVISIONS:
6515 Grand Teton Plaza, Suite 120
Madison, Wisconsin 53719
p608.829.4444 f608.829.4445
www.dimensionivmadison.com
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2/
1
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2
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1
7
3
:
1
7
:
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P
M
A2.1
EXTERIOR
ELEVATIONS
16031
FEB. 14, 2017
MSP − MUSKEGO
WEST JANESVILLE ROAD
MUSKEGO, WI 53150
1/8" = 1'-0"10 WEST ELEVATION AT IL WING B
1/8" = 1'-0"15 NORTH ELEVATION AT IL WING
0'4'8'2'
1/8" = 1'-0"11 SOUTH ELEVATION AT POOL WING
1/8" = 1'-0"12 WEST ELEVATION AT POOL WING
1/8" = 1'-0"13 NORTH ELEVATION AT POOL WING
1/8" = 1'-0"16 NE CORNER ELEV
1/8" = 1'-0"14 NW CORNER ELEV
1/8" = 1'-0"X HIDDEN ELEVATION
1/8" = 1'-0"W HIDDEN ELEVATION
1/8" = 1'-0"V HIDDEN ELEVATION
1/8" = 1'-0"U HIDDEN ELEVATION
1/8" = 1'-0"T HIDDEN ELEVATION
1/8" = 1'-0"S HIDDEN ELEVATION
1/8" = 1'-0"R HIDDEN ELEVATION
1/8" = 1'-0"9 NORTH ELEVATION AT AL WING
1/8" = 1'-0"P HIDDEN ELEVATION
1/8" = 1'-0"Y HIDDEN ELEVATION
1/8" = 1'-0"Z HIDDEN ELEVATION
1/8" = 1'-0"AA HIDDEN ELEVATION
1/8" = 1'-0"DD HIDDEN ELEVATION
1/8" = 1'-0"17 EAST ELEVATIONS AT IL WING 2
1/8" = 1'-0"CC HIDDEN ELEVATION
1/8" = 1'-0"BB HIDDEN ELEVATION
Page 14 of 26
RESOLUTION PC 059-2018
Packet Page 38
EXTERIOR ELEVATIONS GENERAL
NOTES AND LEGEND
LEGEND
MASONRY COLOR
BRK BRICK TRIANGLE NORTHHAMPTON UTILITY
STN THIN STONE VENEER DUTCH QUALITY TORINO STACK
LEDGE
RSTN REAL STONE COLOR - BROOKFIELD - 80%
FOND DU LAC - 20%
CMU SPLIT FACE CMU WALNUT
SVT STONE VENEER TRIM N/A
CST CAST STONE HERITAGE CAST STONE - BUFF
• 4" @ WINDOW SILL TYP.
• 8" @ WINDOW HEAD TYP.
• 8" @ BAND TYP.
CJ CONTROL JOINT
CIP CAST IN PLACE CONCRETE
SIDING & ROOFING
LS-1 FIBER CEMENT LAP SIDING LIGHT GREY
LS-2 FIBER CEMENT LAP SIDING CREAM/TAN
FCP FIBER CEMENT PANEL GREEN
ASH ASPHALT SHINGLES
TRIM
FCT FIBER CEMENT TRIM COTTAGE WHITE
• 4" @ OUTSIDE CORNER • 4" @ WINDOW SIDE TRIM
• 6" @ FRIEZE BOARD (LAP SIDING)• 8" @ WINDOW HEAD TRIM
• 8" @ FRIEZE BOARD (BRICK)• 8" @ BAND
BS • 2" BATTEN STRIP COTTAGE WHITE
METAL
PFM PRE FIN. METAL FASCIA COLOR TO MATCH TRIM
PFG PRE FIN. GUTTERS COLOR TO MATCH TRIM
DS PRE FIN. DOWNSPOUTS COLOR TO MATCH TRIM
ARS ALUMINUM RAILING RIDEAU BROWN
FPV FIREPLACE VENT
A. NOT ALL MASONRY PENETRATIONS SHOWN, COORDINATE WITH MEP
CONTRACTORS.
B. AT 135 DEGREE OUTSIDE CORNERS PROVIDE 135 DEGREE BRICK
CORNER UNITS.
C. REFER TO WINDOW TYPE SHEET A6.2 FOR ALL WINDOW
INFORMATION.
D. CONTROL JOINTS CONTINUOUS FROM TOP OF FOUNDATION TO TOP
OF WALL.
E. PROVIDE AC GRILL COVER @ ALL THROUGH WALL AC UNITS. COLOR
TO MATCH ADJACENT MATERIAL.
GENERAL NOTES
FIRST FLOOR
100' - 0"
SECOND FLOOR
111' - 3 7/8"
TRUSS BEARING
120' - 4 1/2"
BRKCSTCSTBRKBRK
CEDAR PERGOLA
LS-2PFG
LS-1
PFG
ASH
FCT
FCT
LS-2
DS
FCT
CST
FCT
LS-1
CST
BRK
LS-2 FCTASH ASH
CST CST DS CST CST BRK
CST FCT LS-2 CEDAR PERGOLA LS-2
FCTLS-1CST BRK
FCTFCTDS CEDAR PERGOLA
DSCSTFCTLS-1 CSTFCP CST FCP FCT
CST
BRK
CST
FCP
FCT
FIRST FLOOR
100' - 0"
SECOND FLOOR
111' - 3 7/8"
TRUSS BEARING
120' - 4 1/2"
BRK
CST
FCT
LS-2
PFG
ASH
CEDAR PERGOLA
BRKBRKCST
ASH ASHPFGCEDAR PERGOLA FCT FCTFCT
LS-1 FCT LS-2BRKCSTFCT
CSTLS-2
BRK
CST
FCT
LS-2
PFG
ASH
FCT
DS
DS DS
DSCST
BRK
FCP
CST
FCT
FIRST FLOOR
100' - 0"
SECOND FLOOR
111' - 3 7/8"
TRUSS BEARING
120' - 4 1/2"
BRK
LS-2 FCT FCT
LS-1
FCT
LS-2
FCT
PFG
FCT
ASH
DS
BRK
CST
LS-1
CST BRKCSTFCTFCT
ASH ASHPFGFCTLS-2
CST CST CST CST CST
FCT ASH CEDAR PERGOLAPFGLS-2
FCT
LS-2
FCT
LS-1
CST
FCT
BRK
CST
FCT
FCP
BRK
FCT BRKCSTFCPFCPFCTCSTBRK
A2.0
A2.1
A2.0
1
A2.1
7
9 5X
A2.2
21
A2.0
8
A2.115
A2.2
19
A2.218
A2.0
6 A2.1
17
2422
23 A2.1 11
A2.1
12
A2.113
A2.0
3
A2.0 2
A2.05
A2.1
10
A2.2 20
A2.02
Si
m
A2.1
16
A2.1
14
/P A2.1
/P A2.1
/N A2.0
/M A2.0
/L A2.0
/K A2.0
/J A2.0
/H A2.0
/G A2.0
/G A2.0
/G A2.0
/G A2.0
/F A2.0
/E A2.0
/D A2.0
/C A2.0
/B A2.0
/B A2.0
/A A2.0
/LL A2.2
/KK A2.2
/JJ A2.2
/HH A2.2
/GG A2.2
/GG A2.2
/FF A2.2
/EE A2.2
/CC A2.1
/BB A2.1
/DD A2.1
/AA A2.1
/AA A2.1
/Z A2.1
/Y A2.1
/X A2.1/U A2.1
/V A2.1
/W A2.1
/T A2.1
/S A2.1
/S A2.1
/S A2.1
/R A2.1
OPP.
OPP.
OPP.
OPP.
OPP.
OPP.OPP.
/NN A2.2
/NN A2.2OPP.
/MM A2.2
/MM A2.2OPP.
/27 A2.2
/26 A2.2
ASH
PFG
FCT
FCT
FCP
CST
BRK
ASH
PFG
FCT
CEDAR PERGOLA
FCT
FCP
CST
FCT
BRK
ASH
PFG
FCT
CEDAR PERGOLA
FCT
LS-2
CST
FCT
BRK
DS
CST
BRK
FCT
FCP
DS
BRK
CST
FCT
LS-2
FCT
FCT
PFG
ASH
ASH
PFG
FCT
FCT
FCT
LS-2
FCT
LS-1
CST
BRK BRK
CST
FCT
ASH
PFG
FCT
LS-2
DS
ASH
PFG
FCT
CEDAR PERGOLA
FCT
LS-2
CST
FCT
BRK
CST
FCT
FCP
CST
BRK
FIRST FLOOR
100' - 0"
SECOND FLOOR
111' - 3 7/8"
TRUSS BEARING
120' - 4 1/2"
ASHFCPBSFCT
BRK CST RSTNCSTCSTRSTN CST BRK
CST
LS-1
FCT
LS-2
FCT
PFG FCT
FCT
CEDAR PERGOLAPFGFCTFCTFCTBSFCP
CST BRKCSTRSTNCSTBRK
CST
LS-1
FCT
LS-2
FCP FCT
CST
ASH
CEDAR PERGOLA
FCT
RSTN
CST
BRK
FCT
DS
PFG
FCT
BS
FCP
FCT
FCP
CST
BRK
FIRST FLOOR
100' - 0"
SECOND FLOOR
111' - 3 7/8"
TRUSS BEARING
120' - 4 1/2"
FCTPFGFCTFCTFCTLS-2 FCT LS-1 CST BRK CST
ASH
PFG
FCT
FCT
DS
BS
CST
RSTN
CST
CST
BRK
RSTN
FIRST FLOOR
100' - 0"
SECOND FLOOR
111' - 3 7/8"
TRUSS BEARING
120' - 4 1/2"
FCP BS FCT
BRK
PFG
PFG
FCT
LS-1CSTCST
FCT
LS-2
FCT
LS-1
CST
RSTNCST CSTRSTNCSTCSTCSTRSTNCSTRSTNBRK
CST
LS-1
FCT
FCT
LS-2
FCT FCT FCTASH ASH
FIRST FLOOR
100' - 0"
SECOND FLOOR
111' - 3 7/8"
TRUSS BEARING
120' - 4 1/2"
PFG FCT FCT FCT LS-2 FCT LS-1 CST BRK CST
CST
BRK
COORDINATE FOOTING
ELEVATION WITH CIVIL.
PROVIDE MIN. 4' - 0" OF COVER
(TYP.)
BRK
CST
1/2"
FCT
FCP
C.I.P. PIER
100' - 0"
104' - 0"
110' - 9 1/4"
6" STONE CAP
115' - 8"
119' - 4"
1/2"
1/2"
1' - 4"
FCT
FCP
FCT
4
5
/
8
"
5"
3' - 0"
3/
4
"
4
7
/
8
"
11/16"
6'
-
0
"
3/4"
4"
6 7/8"
r = 5 ' - 1 0 "
1'
-
4
"
5 ' - 6 "
8"
1' - 6"
2'
-
6
"
1'
-
3
"
1
3
5
.
0
0
°
1
1
/
2
"
1 1/2"
3"
3 1/2"
1'
-
4
"
1' - 4"
CAST
STONE
ACCENT
ALIGN W/
CENTER OF
WINDOW ABOVE
CENTER
BETWEEN
WINDOWS
CEDAR PERGOLA
BRK
CST
CEDAR BOTTOM RAIL
CEDAR PICKETS
CEDAR TOP
RAIL AND CAP
FCT
FCP
CEDAR PERGOLA
CEDAR PICKETS
CEDAR TOP
RAIL AND CAP
BRK
CST
FCP
FCT
CEDAR BOTTOM RAIL
(4) EQUAL GATE
SECTIONS
CEDAR BOARDS ON
STEEL GATE FRAME
PIPE COLUMNS
BEYOND
FINISH GRADE
CANE BOLTS
AND SUPPORT
WHEELS
18' - 0"
CAST STONE COPING
PRE FINISHED METAL
FLASHING W. HEMMED DRIP
EDGE
BRICK VENEER
6'
-
0
"
4" CONCRETE PAD
3'
-
1
0
"
CONCRETE FOUNDATION
SEE STRUCTURAL
1' - 0"1' - 0"
PROVIDE PIPE BOLLARDS AT EACH SIDE
OF GATE AS REQUIRED TO PROTECT
MASONRY WALL
20' - 4"
CMU WALL
3'
-
1
0
"
ANCHOR TOP OF PIPE
COLUMN TO CMU WALL
WITH STEEL BRACKET
ANCHOR PIPE COLUMN
INTO FOUNDATION
WALL BELOW
4"
10 3/4"
PROJECT #
DATE OF ISSUE:
REVISIONS:
6515 Grand Teton Plaza, Suite 120
Madison, Wisconsin 53719
p608.829.4444 f608.829.4445
www.dimensionivmadison.com
E:
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P
M
A2.2
EXTERIOR
ELEVATIONS
16031
FEB. 14, 2017
MSP − MUSKEGO
WEST JANESVILLE ROAD
MUSKEGO, WI 53150
1/8" = 1'-0"18 NORTH ELEVATION AT IL WING 2
1/8" = 1'-0"19 EAST ELEVATION AT IL WING
1/8" = 1'-0"20 SOUTH ELEVATION AT IL WING
0'4'8'2'
1/8" = 1'-0"LL HIDDEN ELEVATION
1/8" = 1'-0"KK HIDDEN ELEVATION
1/8" = 1'-0"JJ HIDDEN ELEVATION
1/8" = 1'-0"HH HIDDEN ELEVATION
1/8" = 1'-0"GG HIDDEN ELEVATION
1/8" = 1'-0"FF HIDDEN ELEVATION
1/8" = 1'-0"EE HIDDEN ELEVATION
1/8" = 1'-0"21 WEST COURTYARD ELEVATION AT AL WING
1/8" = 1'-0"MM HIDDEN ELEVATION
1/8" = 1'-0"22 NORTH COURTYARD ELEVATION AT AL WING
1/8" = 1'-0"NN HIDDEN ELEVATION
1/8" = 1'-0"23 EAST COURTYARD ELEVATION AT AL WING
1/8" = 1'-0"24 SOUTH COURTYARD ELEVATION AT AL WING
1/2" = 1'-0"28 BALCONY PIER DETAIL
1/2" = 1'-0"31 EAVE BRACKET DETAIL 1
3/4" = 1'-0"30 EAVE BRACKET DETAIL 2
3/4" = 1'-0"29 STONE PENDANT DETAIL
1/8" = 1'-0"27 MECH SCREEN ELEVATION A
1/8" = 1'-0"26 MECH SCREEN ELEVATION B
1/4" = 1'-0"25 TRASH ENCLOSURE DETAIL - MASONRY
Page 15 of 26
RESOLUTION PC 059-2018
Packet Page 39
Existing Photos,
As-Built Plans,
& PC Approved
Plans
(5 Pages)
Page 16 of 26
RESOLUTION PC 059-2018
Packet Page 40
FIRST FLOOR
100' - 0"
SECOND FLOOR
111' - 3 7/8"
26
'
-
1
0
1
/
8
"
EQ
EQ
BR-1CSTB-1CMULS-1LS-2 FCT
ASH
1 SOUTH ELEVATION
BRK
LS-2 FCT FCT
LS-1
FCT
LS-2
FCT
PFG
FCT
ASH
CST
FCT
LS-1
CST BRKFCTFCT
ASH ASHPFGFCTLS-2
CSTCST
FCT ASHPFGLS-2
FCT
LS-2
LS-1
FCT
DS
CST
A8.2
1A8.2
1
DSDS
DS
CST
BRK
DSEJEJEJEJ
A8.2
1
20 SOUTH ELEVATION AT IL WING J
SOUTH ELEVATION SET BACK FROM SOUTH JANESVILLE ROAD
Page 17 of 26
RESOLUTION PC 059-2018
Packet Page 41
26
'
-
9
5
/
8
"
EQ
EQ
BR-1STNFCPCSTFCTLS-1LS-2
ASH
2 EAST ELEVATION - MAIN ENTRY
FIRST FLOOR
100' - 0"
SECOND FLOOR
111' - 3 7/8"
TRUSS BEARING
120' - 4 1/2"
TSTN
PFM
CHIMNEY
BS
FCP
ASH
CST
FCT
PFG
FCT LS-2
LS-1
PFG
FCT LS-2
LS-1
CST
BRKCST CST RSTNCSTCST
CST
FCT
RSTN RSTN CSTCST RSTN DS CST BRK CSTCST
CST FCT
BS
FCP PFG
FCTLS-1 BRK CST ?FCT
FCT PFG
FCT
LS-2ASH
A8.2
1
BRACKET - SEE /9 A2.0
DSFCTCST
LS-1
FCT
EJEJEJEJEJ
FCT
FCT
CST
RSTN
FCT
FCP
1 EAST ELEVATIONS AT MAIN ENTRANCE
0'4'8'2'
RE
1/8" = 1'-0" 1/8" = 1'-0"
EAST ELEVATION AT MAIN ENTRANCE
Page 18 of 26
RESOLUTION PC 059-2018
Packet Page 42
FIRST FLOOR
100' - 0"
SECOND FLOOR
111' - 3 7/8"
33
'
-
3
1
/
4
"
BR-1 LS-1 LS-2
26
'
-
4
3
/
4
"
EQ
EQEQ
EQ
STN
ASH
CMUSTMLS-1LS-2 CST
3 EAST ELEVATION
1/4 STSTN
PFM
CHIMNEY
ASHLS-1 CST CST
BRACKET - SEE /9 A2.0
FCT
PFG
ASH
FCT
BS
FCP
CST
CST
ASH
DS
PFG
FCT
CSTCST
LS-1 FCT
LS-2
CSTRSTN CSTCSTFCP
BS
FCT ASH
FCT
BS
FCP
FCT LS-2
LS-1
PFGFCT ASH
FCT
PFGFCT
FCT
LS-2
CSTFCTCST BRK CST CST
CHIMNEYTSTNASH PFMFCT
PFGLS-2
CST BRKLS-1
FCT
FCTCSTCST
ASH
FCP FCT
BS
ASH
FCT
FCT
ASH
FCT
LS-2
FCT
FCT LS-1BRKCSTRSTNCST
PFG
FCTFCT
LS-2
LS-1 CSTFCTCSTCSTCST
BRK
A8.3
1 A8.2
1
DSDSDSBRKCSTEJEJEJEJEJEJ
1' - 2"
3' - 4"2' - 8"3' - 4"3' - 4"2' - 8"
1' - 6"
8"
8"
8"
8"
8"
8"
A8.2
1
6 EAST ELEVATION AT AL WING B
1/F 1/8" = 1'-0"G
EAST ELEVATION VISIBLE FROM SOUTH JANESVILLE ROAD
NORTHEAST CORNER SOUTHEAST CORNER
Page 19 of 26
RESOLUTION PC 059-2018
Packet Page 43
ASH
FIRST FLOOR
100' - 0"
SECOND FLOOR
111' - 3 7/8"
EQ
EQ
30
'
-
9
3
/
4
"
BR-1LS-1LS-2 STN CMUCSTFCT
ASH
4 SOUTH ELEVATION
BS
FCP FCT FCT ASH
FCTFCP
FCT LS-2
LS-1
PFGFCT ASH
FCT
PFGFCT
FCT
LS-2
CHIMNEYTSTNASH PFMFCT
PFGLS-2
FCT ASH
FCP FCT
BS
FCT
RSTN
ASH
FCP
FCT
FCT
LS-1
LS-2
ASH
CST FCTBRK
BRKCSTLS-1 FCT
PFG FCT
RSTNCSTCST
FCT
FCP
BS FCT
CST
ASH
LS-2
FCT
PFG FCT
FCT
LS-2
LS-1
FCP
FCT
FCP
BS
CST
PFG
LS-1
CSTBRK DS
ASH PFG
LS-2
DS
LS-1
FCT
ASH
CSTBRK BRKCSTCSTCST
CST
FCP
RSTN
ASH
PFG
FCT
FCP
BS
FCT
CST
FCT
ASH
CST RSTNCSTCST
A8.3
1
FCT
DS
A8.3
1
BRACKET - SEE
/9 A2.0
CSTFCT
FCT
FCT DSDS EJEJEJEJEJ
EJ EJ EJ
TOP OF PEIR ELEV = 94'-0"
2' - 0"3' - 4"4' - 8"7' - 4"2' - 0"4' - 6"
TOP OF PIER ELEV = 94' - 0"
NO LEDGE REQUIRED
FOR STONE
A8.3
1A8.3
1
A8.3
1
8"
8"
8"
8"
8"
96' - 0"
96' - 8"
BRK
TOP OF PIER
ELEV = 96' - 8"
BRICK LEDGE AT PIER ELEV = 97' - 4"
7 SOUTH ELEVATION AT AL WING
1/8" = 1'-0"8
1/8" =G HID
SOUTH ELEVATION ALONG SOUTH JANESVILLE ROAD
SOUTHEAST CORNER
SOUTHWEST CORNER
Page 20 of 26
RESOLUTION PC 059-2018
Packet Page 44
ASH
FIRST FLOOR
100' - 0"
SECOND FLOOR
111' - 3 7/8"
CST LS-1LS-2STNBR-1FCTCMUSTM
ASH
30
'
-
1
1
3
/
4
"
EQ
EQ
EQ
EQ
26
'
-
1
1
/
2
"
5 WEST ELEVATIONS
FIRST FLOOR
100' - 0"
SECOND FLOOR
111' - 3 7/8"
TRUSS BEARING
120' - 4 1/2"
ASH
FCT
FCT
LS-1
FCT CSTBRK
FCT
RSTN
FCP
CSTLS-1
LS-2ASH
FCP
BS
ASHFCT
CST
FCT FCT
CSTCST RSTN
PFG
FCT
LS-2
FCTFCT
CSTCST
BRK
LS-1 CST BRK
CSTCST
CST
PFG
FCT
ASH
FCT
LS-2
FCT
CSTFCT
FCT
LS-2
ASH PFG
FCP BS
FCT
FCP
CST
FCT
CSTCSTRSTN
BRK
LS-1
ASH
FCT
LS-2
FCT
FCP
LS-2
RSTN
BRKBRKCST
CST
CST LS-1
LS-1
FCT
PFG PFG
A8.3
1
FCT
DS
A8.3
1
A8.2
1
FCT
DSDS
DS
DS
FCT
BRK
FCT
LS-1
EJ
EJ
EJEJEJ
96' - 8"
TOP OF PIER
ELEV = 96' - 8"
BRICK LEDGE AT PIER ELEV = 97' - 4"
97' - 4"11' - 4"
98' - 8"99' - 4"
BRICK LEDGE AT PIERS
ELEV = 98' 8"
A8.3
1
A8.2
1
A8.2
1
A2.0
A2.0
6
A2.0
3
A2.0 2
2
8 WEST ELEVATION AT AL WING
WEST ELEVATION VISIBLE FROM SOUTH JANESVILLE ROAD
Page 21 of 26
RESOLUTION PC 059-2018
Packet Page 45
As-Built Plans
with Calcs
(4 Pages)
Page 22 of 26
RESOLUTION PC 059-2018
Packet Page 46
FIRST FLOOR
100' - 0"
SECOND FLOOR
111' - 3 7/8"
TRUSS BEARING
120' - 4 1/2"
100 SF
302 SF
564 SF
310 SF
55 SF
163 SF 142 SF
87 SF
309 SF
88 SF
126 SF
193 SF
3 SF
(2) ELEVATIONS - SEE KEY PLAN
251 SF
87 SF
320 SF
274 SF
62 SF
177 SF
328 SF
124 SF
320 SF
274 SF
282 SF
27 SF
73 SF
86 SF
62 SF
177 SF
22 SF
37 SF
329 SF
86 SF
269 SF
330 SF403 SF
214 SF
566 SF
701 SF
403 SF
214 SF
316 SF
385 SF
FIRST FLOOR
100' - 0"
SECOND FLOOR
111' - 3 7/8"
TRUSS BEARING
120' - 4 1/2"
153 SF
251 SF
274 SF
411 SF
86 SF
230 SF
72 SF
177 SF
353 SF
124 SF
320 SF
274 SF
247 SF
87 SF
EJ
84 SF
291 SF
44 SF
25 SF
EXTERIOR ELEVATIONS GENERAL
NOTES AND LEGEND
LEGEND
MASONRY COLOR
BRK BRICK TRIANGLE NORTHHAMPTON UTILITY
RSTN REAL THIN STONE COLOR - BROOKFIELD - 80%
FOND DU LAC - 20%
CMU SPLIT FACE CMU WALNUT
SVT STONE VENEER TRIM N/A
CST CAST STONE HERITAGE CAST STONE - BUFF
• 4" @ WINDOW SILL TYP.
• 8" @ WINDOW HEAD TYP.
• 8" @ BAND TYP.
EJ MASONRY EXPANSION JOINT
CIP CAST IN PLACE CONCRETE
SIDING & ROOFING COLOR
LS-1 FIBER CEMENT LAP SIDING LIGHT GREY
LS-2 FIBER CEMENT LAP SIDING CREAM/TAN
FCP FIBER CEMENT PANEL GREEN
LAT LATTICE WHITE
ASH ASPHALT SHINGLES
TRIM
FCT FIBER CEMENT TRIM COTTAGE WHITE
• 4" @ OUTSIDE CORNER • 4" @ WINDOW SIDE TRIM
• 6" @ FRIEZE BOARD (LAP SIDING)• 8" @ WINDOW HEAD TRIM
• 8" @ FRIEZE BOARD (BRICK)• 8" @ BAND
BS • 2" BATTEN STRIP COTTAGE WHITE
METAL
PFM PRE FIN. METAL FASCIA COLOR TO MATCH TRIM
PFG PRE FIN. GUTTERS COLOR TO MATCH TRIM
DS PRE FIN. DOWNSPOUTS COLOR TO MATCH TRIM
ARS ALUMINUM RAILING RIDEAU BROWN
FPV FIREPLACE VENT
A. NOT ALL MASONRY PENETRATIONS SHOWN, COORDINATE WITH MEP
CONTRACTORS.
B. AT 135 DEGREE OUTSIDE CORNERS PROVIDE 135 DEGREE BRICK
CORNER UNITS.
C. REFER TO WINDOW TYPE SHEET A6.2 FOR ALL WINDOW
INFORMATION.
D. CONTROL JOINTS CONTINUOUS FROM TOP OF FOUNDATION TO TOP
OF WALL.
E. PROVIDE AC GRILL COVER AT ALL THROUGH WALL AC UNITS. COLOR
TO MATCH ADJACENT MATERIAL.
F. PROVIDE EXPANSION JOINTS AT ALL MASONRY INSIDE CORNERS
AND WHERE SHOWN ON ELEVATIONS. CONTINUE EXPANSION JOINTS
FROM TOP OF FOUNDATION WALL THROUGH CAST STONE CAP AT TOP
OF MASONRY WYTHE.
GENERAL NOTES
A2.0
A2.1
A2.0
1
7
9
A2.2
21
A2.0
8
A2.115
A2.2
19
A2.218
A2.0
6 A2.1
17
2422
23 A2.1 11
A2.1
12
A2.113
A2.0
3
A2.0 2
A2.05
A2.2 20
A2.02
Si
m
A2.1
16
A2.1
14
/P A2.1
/P A2.1
/N A2.0
/M A2.0
/L A2.0
/K A2.0
/J A2.0
/H A2.0
/G A2.0
/G A2.0
/G A2.0
/G A2.0
/F A2.0
/E A2.0
/D A2.0
/C A2.0
/B A2.0
/B A2.0
/A A2.0
/LL A2.2
/KK A2.2
/JJ A2.2
/HH A2.2
/GG A2.2
/GG A2.2
/FF A2.2
/EE A2.2
/CC A2.1
/BB A2.1
/DD A2.1
/AA A2.1
/Z2 A2.1
/Z A2.1
/Y A2.1
/X A2.1/U A2.1
/V A2.1
/W A2.1
/T A2.1
/S A2.1
/S A2.1
/S A2.1
/R A2.1
OPP.
OPP.
OPP.
OPP.
OPP.
OPP.
/NN A2.2
/NN A2.2OPP.
/MM A2.2
/MM A2.2OPP.
/26 A2.2
/25 A2.2
FIRST FLOOR
100' - 0"
SECOND FLOOR
111' - 3 7/8"
TRUSS BEARING
120' - 4 1/2"
80 SF
45 SF
30 SF
15 SF
(2) ELEVATIONS - SEE KEY PLAN
80 SF
45 SF
80 SF
45 SF
FIRST FLOOR
100' - 0"
SECOND FLOOR
111' - 3 7/8"
TRUSS BEARING
120' - 4 1/2"
44 SF
76 SF
44 SF
82 SF
16 SF
76 SF
FIRST FLOOR
100' - 0"
SECOND FLOOR
111' - 3 7/8"
TRUSS BEARING
120' - 4 1/2"
92 SF
28 SF28 SF
80 SF
15 SF
30 SF
15 SF
30 SF
45 SF
80 SF
28 SF
73 SF
1' - 6"
2'
-
6
"
1'
-
3
"
1
3
5
.
0
0
°
1
1
/
2
"
1 1/2"
3"
3 1/2"
PROJECT #
DATE OF ISSUE:
REVISIONS:
6515 Grand Teton Plaza, Suite 120
Madison, Wisconsin 53719
p608.829.4444 f608.829.4445
www.dimensionivmadison.com
APRIL 11, 2017
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2
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1
8
1
0
:
4
0
:
0
5
A
M
A2.0
EXTERIOR
ELEVATIONS
16031
HERITAGE
MUSKEGO
WEST JANESVILLE ROAD
MUSKEGO, WI 53150
1/8" = 1'-0"1 EAST ELEVATIONS AT MAIN ENTRANCE
0'4'8'2'
1/8" = 1'-0"3 EAST ELEVATION AT PORCH COUCHERE
1/8" = 1'-0"2 SOUTH ELEVATION AT PORCH COUCHERE
1/8" = 1'-0"6 EAST ELEVATION AT AL WING
1/8" = 1'-0"7 SOUTH ELEVATION AT AL WING
1/8" = 1'-0"8 WEST ELEVATION AT AL WING
1/8" = 1'-0"5 SOUTH ELEVATION A
2 CB #2 6/27/17
3 CB #3 9/7/17
1/8" = 1'-0"A HIDDEN ELEVATION
1/8" = 1'-0"B HIDDEN ELEVATION
1/8" = 1'-0"C HIDDEN ELEVATION
1/8" = 1'-0"D HIDDEN ELEVATION
1/8" = 1'-0"E HIDDEN ELEVATION
1/8" = 1'-0"F HIDDEN ELEVATION
1/8" = 1'-0"G HIDDEN ELEVATION
1/8" = 1'-0"H HIDDEN ELEVATION
1/8" = 1'-0"J HIDDEN ELEVATION
1/8" = 1'-0"K HIDDEN ELEVATION
1/8" = 1'-0"L HIDDEN ELEVATION
1/8" = 1'-0"M HIDDEN ELEVATION
1/8" = 1'-0"N HIDDEN ELEVATION
1/8" = 1'-0"4 WEST ELEVATION AT PORCH COUCHERE
3/4" = 1'-0"9 EAVE BRACKET DETAIL 2
Page 23 of 26
RESOLUTION PC 059-2018
Packet Page 47
FIRST FLOOR
100' - 0"
SECOND FLOOR
111' - 3 7/8"
TRUSS BEARING
120' - 4 1/2"
120
354
185
108
74
450
247
92
342
208
116
132277
199
115
37
133
479248
186
54 24
151 118303
108
81
72
EXTERIOR ELEVATIONS GENERAL
NOTES AND LEGEND
LEGEND
MASONRY COLOR
BRK BRICK TRIANGLE NORTHHAMPTON UTILITY
RSTN REAL THIN STONE COLOR - BROOKFIELD - 80%
FOND DU LAC - 20%
CMU SPLIT FACE CMU WALNUT
SVT STONE VENEER TRIM N/A
CST CAST STONE HERITAGE CAST STONE - BUFF
• 4" @ WINDOW SILL TYP.
• 8" @ WINDOW HEAD TYP.
• 8" @ BAND TYP.
EJ MASONRY EXPANSION JOINT
CIP CAST IN PLACE CONCRETE
SIDING & ROOFING COLOR
LS-1 FIBER CEMENT LAP SIDING LIGHT GREY
LS-2 FIBER CEMENT LAP SIDING CREAM/TAN
FCP FIBER CEMENT PANEL GREEN
LAT LATTICE WHITE
ASH ASPHALT SHINGLES
TRIM
FCT FIBER CEMENT TRIM COTTAGE WHITE
• 4" @ OUTSIDE CORNER • 4" @ WINDOW SIDE TRIM
• 6" @ FRIEZE BOARD (LAP SIDING)• 8" @ WINDOW HEAD TRIM
• 8" @ FRIEZE BOARD (BRICK)• 8" @ BAND
BS • 2" BATTEN STRIP COTTAGE WHITE
METAL
PFM PRE FIN. METAL FASCIA COLOR TO MATCH TRIM
PFG PRE FIN. GUTTERS COLOR TO MATCH TRIM
DS PRE FIN. DOWNSPOUTS COLOR TO MATCH TRIM
ARS ALUMINUM RAILING RIDEAU BROWN
FPV FIREPLACE VENT
A. NOT ALL MASONRY PENETRATIONS SHOWN, COORDINATE WITH MEP
CONTRACTORS.
B. AT 135 DEGREE OUTSIDE CORNERS PROVIDE 135 DEGREE BRICK
CORNER UNITS.
C. REFER TO WINDOW TYPE SHEET A6.2 FOR ALL WINDOW
INFORMATION.
D. CONTROL JOINTS CONTINUOUS FROM TOP OF FOUNDATION TO TOP
OF WALL.
E. PROVIDE AC GRILL COVER AT ALL THROUGH WALL AC UNITS. COLOR
TO MATCH ADJACENT MATERIAL.
F. PROVIDE EXPANSION JOINTS AT ALL MASONRY INSIDE CORNERS
AND WHERE SHOWN ON ELEVATIONS. CONTINUE EXPANSION JOINTS
FROM TOP OF FOUNDATION WALL THROUGH CAST STONE CAP AT TOP
OF MASONRY WYTHE.
GENERAL NOTES
/2 A2.1
322322
85 85
183
107
FIRST FLOOR
100' - 0"
SECOND FLOOR
111' - 3 7/8"
552
313
TRUSS BEARING
120' - 4 1/2"
552
A2.0
A2.1
A2.0
1
7
9
A2.2
21
A2.0
8
A2.115
A2.2
19
A2.218
A2.0
6 A2.1
17
2422
23 A2.1 11
A2.1
12
A2.113
A2.0
3
A2.0 2
A2.05
A2.2 20
A2.02
Si
m
A2.1
16
A2.1
14
/P A2.1
/P A2.1
/N A2.0
/M A2.0
/L A2.0
/K A2.0
/J A2.0
/H A2.0
/G A2.0
/G A2.0
/G A2.0
/G A2.0
/F A2.0
/E A2.0
/D A2.0
/C A2.0
/B A2.0
/B A2.0
/A A2.0
/LL A2.2
/KK A2.2
/JJ A2.2
/HH A2.2
/GG A2.2
/GG A2.2
/FF A2.2
/EE A2.2
/CC A2.1
/BB A2.1
/DD A2.1
/AA A2.1
/Z2 A2.1
/Z A2.1
/Y A2.1
/X A2.1/U A2.1
/V A2.1
/W A2.1
/T A2.1
/S A2.1
/S A2.1
/S A2.1
/R A2.1
OPP.
OPP.
OPP.
OPP.
OPP.
OPP.
/NN A2.2
/NN A2.2OPP.
/MM A2.2
/MM A2.2OPP.
/26 A2.2
/25 A2.2
33
71 71
33
30
57 57
30
30
57
FIRST FLOOR
100' - 0"
SECOND FLOOR
111' - 3 7/8"
TRUSS BEARING
120' - 4 1/2"
30
57
30
57
30
57
(3) ELEVATIONS - SEE KEY PLAN
30 SF
88 SF
FIRST FLOOR
100' - 0"
SECOND FLOOR
111' - 3 7/8"
TRUSS BEARING
120' - 4 1/2"
389 SF
134 SF
214 SF
267 SF
190 SF
554 SF
45
80
57
30
22
6157
15
22
64
FIRST FLOOR
100' - 0"
SECOND FLOOR
111' - 3 7/8"
TRUSS BEARING
120' - 4 1/2"
/1 A2.1
185
248
81
72
303
10884
265
27
130185
45
FIRST FLOOR
100' - 0"
SECOND FLOOR
111' - 3 7/8"
TRUSS BEARING
120' - 4 1/2"
57
30
57
30
4
5
/
8
"
5"
3' - 0"
3/
4
"
4
7
/
8
"
11/16"
6'
-
0
"
3/4"
4"
6 7/8"
r = 5 ' - 1 0 "
1'
-
4
"
5 ' - 6 "
8"
1'
-
4
"
1' - 4"
CAST
STONE
ACCENT
ALIGN W/
CENTER OF
WINDOW ABOVE
CENTER
BETWEEN
WINDOWS
57
15
PROJECT #
DATE OF ISSUE:
REVISIONS:
6515 Grand Teton Plaza, Suite 120
Madison, Wisconsin 53719
p608.829.4444 f608.829.4445
www.dimensionivmadison.com
APRIL 11, 2017
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2
5
/
2
0
1
8
1
0
:
4
0
:
0
9
A
M
A2.1
EXTERIOR
ELEVATIONS
16031
HERITAGE
MUSKEGO
WEST JANESVILLE ROAD
MUSKEGO, WI 53150
1/8" = 1'-0"10 WEST ELEVATION AT IL WING A
1/8" = 1'-0"15 NORTH ELEVATION AT IL WING
0'4'8'2'
1/8" = 1'-0"11 SOUTH ELEVATION AT POOL WING
1/8" = 1'-0"12 WEST ELEVATION AT POOL WING
1/8" = 1'-0"13 NORTH ELEVATION AT POOL WING
2 CB #2 6/27/17
3 CB #3 9/7/17
6 CB #6 4/4/18
1/8" = 1'-0"16 NE CORNER ELEV
1/8" = 1'-0"14 NW CORNER ELEV
1/8" = 1'-0"X HIDDEN ELEVATION
1/8" = 1'-0"W HIDDEN ELEVATION
1/8" = 1'-0"V HIDDEN ELEVATION
1/8" = 1'-0"U HIDDEN ELEVATION
1/8" = 1'-0"T HIDDEN ELEVATION
1/8" = 1'-0"S HIDDEN ELEVATION
1/8" = 1'-0"R HIDDEN ELEVATION
1/8" = 1'-0"9 NORTH ELEVATION AT AL WING
1/8" = 1'-0"P HIDDEN ELEVATION
1/8" = 1'-0"Y HIDDEN ELEVATION
1/8" = 1'-0"Z HIDDEN ELEVATION
1/8" = 1'-0"AA HIDDEN ELEVATION
1/8" = 1'-0"DD HIDDEN ELEVATION
1/8" = 1'-0"17 EAST ELEVATIONS AT IL WING 2
1/8" = 1'-0"CC HIDDEN ELEVATION
1/8" = 1'-0"BB HIDDEN ELEVATION
1/2" = 1'-0"1 EAVE BRACKET DETAIL 1
3/4" = 1'-0"2 STONE PENDANT DETAIL
1/8" = 1'-0"Z2 HIDDEN ELEVATION
ENTIRE SHEET REVISED
Page 24 of 26
RESOLUTION PC 059-2018
Packet Page 48
EXTERIOR ELEVATIONS GENERAL
NOTES AND LEGEND
LEGEND
MASONRY COLOR
BRK BRICK TRIANGLE NORTHHAMPTON UTILITY
RSTN REAL THIN STONE COLOR - BROOKFIELD - 80%
FOND DU LAC - 20%
CMU SPLIT FACE CMU WALNUT
SVT STONE VENEER TRIM N/A
CST CAST STONE HERITAGE CAST STONE - BUFF
• 4" @ WINDOW SILL TYP.
• 8" @ WINDOW HEAD TYP.
• 8" @ BAND TYP.
EJ MASONRY EXPANSION JOINT
CIP CAST IN PLACE CONCRETE
SIDING & ROOFING COLOR
LS-1 FIBER CEMENT LAP SIDING LIGHT GREY
LS-2 FIBER CEMENT LAP SIDING CREAM/TAN
FCP FIBER CEMENT PANEL GREEN
LAT LATTICE WHITE
ASH ASPHALT SHINGLES
TRIM
FCT FIBER CEMENT TRIM COTTAGE WHITE
• 4" @ OUTSIDE CORNER • 4" @ WINDOW SIDE TRIM
• 6" @ FRIEZE BOARD (LAP SIDING)• 8" @ WINDOW HEAD TRIM
• 8" @ FRIEZE BOARD (BRICK)• 8" @ BAND
BS • 2" BATTEN STRIP COTTAGE WHITE
METAL
PFM PRE FIN. METAL FASCIA COLOR TO MATCH TRIM
PFG PRE FIN. GUTTERS COLOR TO MATCH TRIM
DS PRE FIN. DOWNSPOUTS COLOR TO MATCH TRIM
ARS ALUMINUM RAILING RIDEAU BROWN
FPV FIREPLACE VENT
A. NOT ALL MASONRY PENETRATIONS SHOWN, COORDINATE WITH MEP
CONTRACTORS.
B. AT 135 DEGREE OUTSIDE CORNERS PROVIDE 135 DEGREE BRICK
CORNER UNITS.
C. REFER TO WINDOW TYPE SHEET A6.2 FOR ALL WINDOW
INFORMATION.
D. CONTROL JOINTS CONTINUOUS FROM TOP OF FOUNDATION TO TOP
OF WALL.
E. PROVIDE AC GRILL COVER AT ALL THROUGH WALL AC UNITS. COLOR
TO MATCH ADJACENT MATERIAL.
F. PROVIDE EXPANSION JOINTS AT ALL MASONRY INSIDE CORNERS
AND WHERE SHOWN ON ELEVATIONS. CONTINUE EXPANSION JOINTS
FROM TOP OF FOUNDATION WALL THROUGH CAST STONE CAP AT TOP
OF MASONRY WYTHE.
GENERAL NOTES
FIRST FLOOR
100' - 0"
SECOND FLOOR
111' - 3 7/8"
TRUSS BEARING
120' - 4 1/2"
138
173
195
85
48
607
265
94
290
147
290
147
255512
79142
195
85
A2.0
A2.1
A2.0
1
A2.1
7
9 10
A2.2
21
A2.0
8
A2.115
A2.2
19
A2.218
A2.0
6 A2.1
17
2422
23 A2.1 11
A2.1
12
A2.113
A2.0
3
A2.0 2
A2.05
A2.2 20
A2.02
Si
m
A2.1
16
A2.1
14
/P A2.1
/P A2.1
/N A2.0
/M A2.0
/L A2.0
/K A2.0
/J A2.0
/H A2.0
/G A2.0
/G A2.0
/G A2.0
/G A2.0
/F A2.0
/E A2.0
/D A2.0
/C A2.0
/B A2.0
/B A2.0
/A A2.0
/LL A2.2
/KK A2.2
/JJ A2.2
/HH A2.2
/GG A2.2
/GG A2.2
/FF A2.2
/EE A2.2
/CC A2.1
/BB A2.1
/DD A2.1
/AA A2.1
/Z2 A2.1
/Z A2.1
/Y A2.1
/X A2.1/U A2.1
/V A2.1
/W A2.1
/T A2.1
/S A2.1
/S A2.1
/S A2.1
/R A2.1
OPP.
OPP.
OPP.
OPP.
OPP.
OPP.
/NN A2.2
/NN A2.2OPP.
/MM A2.2
/MM A2.2OPP.
/26 A2.2
/25 A2.2
31
16
31
16
22
62
FIRST FLOOR
100' - 0"
SECOND FLOOR
111' - 3 7/8"
TRUSS BEARING
120' - 4 1/2"
57
30
15
39
(2) ELEVATIONS - SEE KEY PLAN
57
30
22
62
A8.2
1
EJEJ
FIRST FLOOR
100' - 0"
SECOND FLOOR
111' - 3 7/8"
TRUSS BEARING
120' - 4 1/2"
A8.2
1
EJEJEJEJEJEJ
A8.3
4
A8.3
4
EJEJ
FIRST FLOOR
100' - 0"
SECOND FLOOR
111' - 3 7/8"
TRUSS BEARING
120' - 4 1/2"
EJ EJ EJ EJ EJ EJ
CEDAR BOTTOM RAIL
CEDAR PICKETS
CEDAR TOP
RAIL AND CAP
FCT
FCP
12' - 2"12' - 2"
(2) 2X10 PERGOLA
HEADER (TYPICAL)
NOTCH JOIST AT
CENTER HEADER
(2) 2X10 PERGOLA
HEADER (TYPICAL)
CEDAR PICKETS
CEDAR TOP
RAIL AND CAP
BRK
CST
FCP
FCT
CEDAR BOTTOM RAIL 12' - 5 1/4"
KNIFE PLATE BETWEEN
2X10s & ANCHORED TO
EXTERIOR WALL FRAMING
2X8 PERGOLA JOIST
2X4 FRAMING ON TOP OF
CENTER PERGOLA JOIST
HEADER
PROJECT #
DATE OF ISSUE:
REVISIONS:
6515 Grand Teton Plaza, Suite 120
Madison, Wisconsin 53719
p608.829.4444 f608.829.4445
www.dimensionivmadison.com
APRIL 11, 2017
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2
A
M
A2.2
EXTERIOR
ELEVATIONS
16031
HERITAGE
MUSKEGO
WEST JANESVILLE ROAD
MUSKEGO, WI 53150
1/8" = 1'-0"18 NORTH ELEVATION AT IL WING 2
1/8" = 1'-0"19 EAST ELEVATION AT IL WING
1/8" = 1'-0"20 SOUTH ELEVATION AT IL WING
0'4'8'2'
2 CB #2 6/27/17
3 CB #3 9/7/17
6 CB #6 4/4/18
1/8" = 1'-0"LL HIDDEN ELEVATION
1/8" = 1'-0"KK HIDDEN ELEVATION
1/8" = 1'-0"JJ HIDDEN ELEVATION
1/8" = 1'-0"HH HIDDEN ELEVATION
1/8" = 1'-0"GG HIDDEN ELEVATION
1/8" = 1'-0"FF HIDDEN ELEVATION
1/8" = 1'-0"EE HIDDEN ELEVATION
Page 25 of 26
RESOLUTION PC 059-2018
Packet Page 49
FIRST FLOOR
100' - 0"
SECOND FLOOR
111' - 3 7/8"
322
521
297
328
94
115
327
320
100
43
102
266
61
85
FIRST FLOOR
100' - 0"
SECOND FLOOR
111' - 3 7/8"
102
315
223
375
972
908
374
152
213
133
206
213
217
140
195
136
134
85
329
200
164
86233
170
EXTERIOR ELEVATIONS LEGEND
LEGEND
BR-1 MODULAR BRICK
STN NATURAL STONE
CMU PRE-COLORED SPLIT FACE CONCRETE MASONRY UNITS
STM STONE TRIM
CST CAST STONE TRIM
LS-1 FIBER CEMENT LAP SIDING - 6" EXPOSURE
LS-2 FIBER CEMENT LAB SIDING - 4" EXPOSURE
FCP FIBER CEMENT PANEL WITH BATTENS
FCT FIBER CEMENT TRIM
ASH ASPHALT SHINGLES
A2.0
A2.03A2.0
4
5
A2.02
A2.0
1
FIRST FLOOR
100' - 0"
SECOND FLOOR
111' - 3 7/8"
125
301
594
307
FIRST FLOOR
100' - 0"
SECOND FLOOR
111' - 3 7/8"
448
497
112
38124
328
94
127
328
273
135
197
PROJECT #
DATE OF ISSUE:
PRELIMINARY
Not for
Construction
6515 Grand Teton Plaza, Suite 120
Madison, Wisconsin 53719
p608.829.4444 f608.829.4445
dimensionivmadison.com
A2.0
EXTERIOR
ELEVATIONS
16031
08.22.2016
MSP − MUSKEGO
WEST JANESVILLE ROAD
1/8" = 1'-0"3 EAST ELEVATION
1/8" = 1'-0"4 SOUTH ELEVATION
1/8" = 1'-0"2 EAST ELEVATION - MAIN ENTRY
1/8" = 1'-0"1 SOUTH ELEVATION - COURTYARD
1/8" = 1'-0"5 WEST ELEVATIONS
Page 26 of 26
RESOLUTION PC 059-2018
Packet Page 50