HomeMy WebLinkAboutAugust 2009Regular Meeting THIRTEENTH FLOOR ROOM 1308
County -City Building
MONDAY, August 17, 2009 7:OOPM
I. CALL TO ORDER, ROLL CALL
H. PUBLIC HEARING
A. CERTIFICATE OF APPROPRIATENESS
1. COA #2009 -0706C 1704 E. Wayne
E. Wayne
2. COA #2009 -0731 1611 E. Wayne
E. Wayne
3. COA #2009 -0731A Lafayette &No.Shore
W. No. Shore
4. COA #2009 -073111 1501 E. Wayne
E. Wayne
5. COA #2009 -U731C 710 Park Ave
Chapin Park
6. COA #2009 -0803 510 River
Edgewater
7. COA #2009 -0803A 1733 E. Wayne
E. Wayne_
B. National Register Nominations:
1. City Cemetery
C. Landmarks
1. St. Paul's Cemetery
III- HEARING OF VISITORS
IV. REGULAR BUSINESS
A. APPROVAL OF MINUTES
July 20, 2009
B. TREASURER'S REPORT
Location Report
C. STAFF REPORTS
1. Correspondence
2.. C of A Approvals
3. Directors Report
4. Assistant Director Report
5. Legal Counsel
D. COMMITTEE REPORTS:
. 1. President's Report
F x. IV. OLD BUSINESS
Resolution 09 -02
V- NEW BUSINESS
Glorious George Awards
VI. ADJOURNMENT
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STAFF . REPORT
CONCERNING APPLICATION FOR A
CERTIFICATE OF APPROPRIATENESS
Date: August 5, 2009
Application Number: 2009-07060 -Nvitli waiver
Property Location: 1704 East Wayne Street
Architectural Sty) e/Date/Architect or Builder: Split Level/1953
Property Owner: Brenda and David Bickel
Landmark or District Designation: —East Wayne Street
Rating: Non-Contributing
DESCRIPTION OF STRUCTURE/ SITE: 1704 E. Wayne is a two , storcy frame home with a brick
fiicade on the first storey and vinyl "clapboard" siding on the second storey and the remaining three sides
of the house.. The house has a rectangular plan. The gable roof is covered with asphalt shingles and
simple raking trim. The first storey has a large front picture window with double 4 light casements in
wood frames with limestone sills. There are paired 4 light casements on the 211d floor. There is a side
brick chimney. The entry has a shed canopy supported by turned wood columns and railings set upon a
concrete stoop. There is one storey gable roof side wing. There is a detached garage with siding and a
gable roof with asphalt shingles.
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ALTERATIONS: The wrought iron posts and railings have been replaced with wood. The vinyl siding
on the three sides of the house and second storey on the front of the house as well as the vinyl wrapping
of all of the windows have been added.
APPLI ITEMS: 15 solid vinyl replacement windows (15 openings). We are not modifying
any openings. Large picture is NOT included. The grids/muntins will be colonial style, nothing matches
our current pattern nor can we get anything to match per contractor. The goal of the project is to: I
Increase the individual 5 sq ft opening of the windows (Fire Hazard for the second floor). The windows
are not easy to open, the storms and screens are held into place by 4 screws that require pliers and a
screwdriver to remove. The steel bar in the middle of the window doesn't allow for a larger person to exit
quickly. 2. Reduce mold, mildew and moisture on the window pane, sill, jamb and head surrounding
interior walls. 3. Insulate windows to increase energy savings and lower heating and cooling bills. 4.
Not modify current window openings. 5. Make an Eco-Friendly choice with a vinyl product. Because
vinyl never needs to be painted, it helps eliminate paint, stain and other maintenance- related products
form entering the waste stream or releasing volatile organic compounds into the atmosphere. Also, vinyl
resin is derived largely from common salt- a sustainable and abundant natural resource. Source: "A Clear
View: Vinyl Window and the Environment"
DESCRIPTION OF PROPOSED PROJECT: The homeowners wish to completely replace all of the
metal casement windows in the home with solid vinyl double hung windows from Richards Building
Supply Company to approximate the muntin pattern of the original windows. Insulate the jambs, install 13
new double hung window units, install I new pre mulled combination DH-P-DA Window Unit to be 25-
50-25; Install I new twin, premulled double hung window unit; all new window units to have colonial
muntins, both lights, excluding only picture window units; install new wood blind stops to inside; re-wrap
all outside casings and sills with new aluminum. The proposed windows will have flat muntins between
the panes of glass.
STANDARDS AND GUIDELINES: Fast Wavue Street:
C. WENDOWS AND Molts
Window and door frames are of wood or steel (some casements) or in the case of brick structures, stone sills and
brick lintels. Where metal or vinyl siding has been applied, window trim has been covered. Storm windows are of
wood or aluminum.
Required
Original windows and doors shall be retained including sashes, lintels, sills, shutters, decorative glass, pediments,
hoods, and hardware, V'hen deteriorated beyond repair, they shall be replaced with units and trim resembling the
original.
Recommended
Wood frame storm windows and doors painted to match the original should be used but should not damage existing
frames. If new sashes or doors are installed, the existing or original materials, design, and hardware should be used.
When metal storm doors are used, they should be painted, anodized or coated to match the existing. When awnings
are used they should be of canvas material.
Prohibited
Original doors, windows and hardware shall not be discarded when they can be restored and re -used in place. New
window and door openings which would alter the scale and proportion of the building shall not be introduced.
Inappropriate new window and door features such as aluminum insulating glass combinations that require removal
of the ori6nal windows and doors shall not be installed.
Not Recommended
Awnings, hoods, and fake shutters made of metal, vinyl, or fiberglass should not be used if they would detract from
the existing character or appearance of the building.
STAFF RECOINUMENDATION: The casement steel windows have clearly deteriorated on the interior.
The Preservation Specialist feels that the casements windows could be re- conditioned and fitted with
invisible interior storms. The homeowner has complied with the Commissioners' request to address their
concerns about the use of the two panel slider as an egress and has detailed where each of the replacement
windows would be located. The homeowner has demonstrated that the replacement windows will
replicate as closely as possible the current windows. The exceptions are the double hung window
proposed for the west side lower level and the sliding window for cast side lower window replacement
option. The double hung window will be located in the rear of the house and not visible from the street.
The homeowner stated that sliding window proposed on the cast louver level is the closest to what can be
clone for an operational window without going to a casement for $ 1500.00 and that this window is
partially obscured by trees and bustles.
WAIVER OF STATUTORY TIME PERIOD FOR
CERTIFICATE OF APPROPRIATENESS -
WHEREAS, county and city ordinances require the Historic Preservation Commission of
South Bend and St. Joseph County (the "Commission!) to consider my application for a
certificate of appropriateness within forty-five (45) days after its filing; and
WHEREAS, the county and city ordinances require the Commission to issue a denial, if
they choose to do so, within sixty (60) days of receipt of my application; and
WHEREAS, the undersigned, as applicant, has requested that the Commis . sion delay its
decision on my application.
THEREFORE, the applicant hereby consents to an extension of the time to act on my
application to and including and accordingly waives any rights affected by the
Commission's postponed consideration of my application.
I affirm under the penalties for perjury that the foregoing representations are true and
correct to the best of my knowledge.
ApKicant
c z 0V ? — OR a
COA Number
Address of Property
Received: Historic Preservation Commission of South Bend and St. Joseph County
this 46 Day of 20
Historic Prde ation Commission
F. • IDA MSHAREILega1IWpdaiaASEPWPL'1 Waiver of 77me Period 00A.doc
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July 29, 2009
Attn: Dave Bickle
I would like to make sure you understand that the windows we have quoted for your
home are Midway RBS series; solid vinyl, energy star rated, and 2 panel sliders. Both
panels are removable in case of fire hazard,
James Sanders
Hoosier Siding & Construction, Inc,
30471 US.33, ELKHART, IN. 46516
12191674.5599
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STAFF REPORT
CONCERNING APPLICATION FOR A
CERTIFICATE OF APPROPRIATENESS
Date: August 4, 2008
Application Number: 2009 -0731
Property Location: 1611 E. Wayne Street
Architectural Style/Date /Architect or Builder: Renaissance Revival/1929/H. R.
Stapp/Whitcomb &Keller
Property Owner: I James P. Schmiedeler and Renee Marie LaReau
Landmark or District Designation: East Wayne Street
Rating: Significant
DESCRIPTION OF STRUCTURE/ SITE: This two storey brick Renaissance Revival home has the
original tile roof and features brick quoins, Corinthian columns between the front arched windows, leaded
glass windows flank the decorative doorway molding. See Photo #1
ALTERATIONS: The side porch was enclosed and the garage added around 1951. There are aluminum
storm windows and storm door on front of house and five replacement fixed single pane windows. In
2008 per COA #2008 -0904, 9 double hung windows, 5 vinyl picture windows and 1 hinged wood window
were replaced with Marvin Insert wood windows; 3 double hung front second storey windows were
replaced with Marvin wood sash -pacs and the front storm door was replaced with a Larson full view
storm un almond.
APPLICATION ITEMS: Demolition of swimming pool in backyard. Fill with sand and topsoil.
Remove section of fence from garage to the rear of the house along the driveway. Neither the fence nor
the pool is original to the property or visible from the street.
DESCRIPTION OF PROPOSED PROJECT: Per attached detailed explanation the homeowners wish
to have.Foegley Landscape, Inc. remove the non - original swimming pool at the rear of the house and
return that space to lawn retaining the brick paver surround. The also wish to remove the non - original
deteriorating stockade style fence between the house and garage. Foegley will remove all debris from
site.
STANDARDS AND GUIDELINES:
B. BUILDING SITE LANDSCAPING AND ACCESSORIES
Individual properties in the district are characterized by a house located in the center of a flat lawn,
often divided by a walk leading to the front entrance. Several of the residences are sited on two or
more building lots; however, the preponderance of the homes have been erected on a single lot.
Most of the properties include a double garage, usually located at the rear of the property. The
majority of garages are accessed from straight driveways leading from the main thoroughfare,
while a few are accessed from the alley. There are also a few homes with a covered carport located
at the rear of the property, as well as a few with circular driveways. Driveway and sidewalk materials
include concrete, asphalt and brick. All of the properties have trees and most have trimmed
shrubbery and/or hedges. Most of the houses conform to a uniform setback line within each block
Required
Major landscaping items, fencing, walkways, private yard lights, signs (house numbers) and
benches which reflect the property's history and development shall be retained. Dominant land
contours shall be retained. Structures such as gazebos, patio decks, fixed barbecue pits, swimming
pools, tennis courts, greenhouses, new walls, fountains, fixed garden furniture, trellises and other
similar structures shall be compatible to the historic character of the site and the neighborhood and
inconspicuous when viewed from a public walkway.
Recommended
New site work should be based upon actual knowledge of the past appearance of the property found in
photographs, drawings and newspapers. New site work should be appropriate to existing surrounding
site elements in scale, type and appearance. Plant materials and trees in close proximity to the building
that are causing deterioration to the building's historic fabric should be removed. However, trees and
plant materials that must be removed should be immediately replaced by suitable flora. All high intensity
security lights should be approved by the Historic Preservation Commission.
Prohibited
No changes may be made to the appearance of the site by removing major landscaping items, trees,
fencing, walkways, outbuildings or other elements before evaluating their importance to the property's
history and development. Front yard areas shall not be transformed into parking lots nor paved nor
blacktopped. Front yard areas shall not be fenced and fences shall not extend forward beyond the setback
line of the house. The installation of unsightly devices such as television reception dishes and solar
collectors shall not be permitted in areas where they can be viewed from the public thoroughfare.
Not Recommended
Telephone or utility poles with high - intensity overhead lights should be installed so that they cannot be
seen from the thoroughfare.
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STAFF RECOMMENDATION: Staff recommends approval of the removal of the non - original features:
the in- ground pool and stockade fencing between the house and garage at the rear of the house and the
replacement of the pool with sod.
PM
Application
- FOR
Certificate of Appropriateness
Historic Preservation Commission of South Bend & St. Joseph County
125 S. Lafayette Blvd., South Bend, Indiana 46601
Mailing Address: County -City Building, South Bend, Indiana 46601
Phone: 574 - 235 -9798 • Fax: 574 -235 -9578 • Email: SWCHPC@co.st-joseplLin.us
Website: http:// www .sgosephcountyindiana.com /sjchp /index.html
OFFICE USE ONLY » »» DO NOT COMPLETE ANY ENTRIES CONT » »» OFFICE USE ONLY
Date Received 3/ �i 2 p 0 9 Application Number ,ZO D _ 0 73
Past Reviews: MYES (Date of Iast Review)_ a� 8 ❑ NO
Staff Approval authorized by: AINED IN THIS
Historic Commission Review Date: 17 4 :to O y
❑ Local Landmark �ocal Historic District (Name)
❑ National Landmark ❑ National Register District (Name)
Certificate of Appropriateness:
❑ Denied ❑ Tabled ❑ Sent To Committee ❑ Approved and Issued
DATE
Address of Property for proposed work:-1611 East Wayne Street
Street Number and Street Name
Name of Property Owner(s): (Please Print) ,James Patrick Schmiedeler and Renee Marie LaReau
Address of Property Owner(s): _1611 East Wayne Street
Contractor(s) Name: _Brian Lakin
Contract Company Name: _Foegley Landscape, Inc.
Contractor Address: _52215 North Lilac Road
City:_South Bend
Phone: _(574) 277 -2424
Current Use of Building:_ Single Family
(Single Family — Multi- Family — Commercial — Government — Industrial — Vacant — etc.)
Type of Building Construction: —Brick
(Wood Frame — Brick — Stone — Steel — Concrete — Other)
Proposed Work: ❑ In - kind E] Landscape ❑New E] Replacement (not in kind) ❑amino ifion?
(more than one box may be checked)
Description of Proposed Work: Demolition of swimming pool in backyard. Fill with sand and topsoil.
Remove section of fence from garage to the rear of the house along the driveway.-Neither the fence nor the_
pool is original to the property or visible from the street.
Owner /Contractor: Fax-,(574) 631-8431-(owner) e- mail_schmiedeler.4 @nd.edu
(This office will correspond with only one designee)
1611 E. Wayne, August 3, 2009
1
Application For A Certificate Of Appropriateness
Address of Property for proposed work: 1611 East Wayne Street
Name of Property Owners: James Patrick Schmiedeler and Renee Marie LaReau
Address of Property Owners: 1611 East Wayne Street
Contractor Name: Brian Lakin
Contract Company Name: Foegley Landscape, Inc.
Contractor Address: 52215 Lilac Road
City: South Bend
Phone: (574) 277 -2424
Current Use of Building: Single Family
Type of Building Construction: Brick
Proposed Work: Demolition
1 Description of Proposed Work: Backyard In- Ground Swimming Pool De-
molition
The two -story brick house at -1611 East Wayne Street currently has an in- ground swimming in the backyard, -
which is not visible from the street, as shown in Fig. 1. The pool is not original to the property, and the
current owners are unsure as to the exact time of its installation. According to neighbors who swam in the
pool within the last year or so, the pool is in relatively modern condition. The fence around the entire pool
area meets relevant codes. The current owners would like to remove the pool from the backyard for the
following reasons:
• Return the property to a condition more similar to its original condition without a pool.
• Retain use of the backyard as a yard. At present, there is no grass in the backyard.
• Eliminate drowning risk to 9- month -old daughter of current owners and other neighborhood children.
(Neighbors on either side combine to have 5 children under the age of 6, and neighbors immediately
behind have 4 children under the age of 13. Current owners are aware of 5 other children on the block
under the age of 6 and several other older children.)
• Eliminate expense of maintaining pool.
The current owners have secured a quote from Foegley Landscape, Inc. to complete the pool demolition,
fill with sand and topsoil, and install of sod. With a Certificate of Appropriateness, current owners will move
forward with Foegley Landscape completing the planned work because they see two associated advantages.
First, the current owners understand that Foegley has a reputation within the community for doing quality
work. Second, having a single contractor handle the entire job reduces opportunities for miscommunications
and errors.
(a) (b)
Figure 1: Two front (south) views of 1611 East Wayne Street showing that the backyard swimming pool and
proposed section of fence to be removed are not visible from the street.
2 Materials to be Used
As described in Section 1, the only external materials involved in the proposed work are sand to fill part of
the pool area, topsoil to fill the top 4 inches of the pool area, and sod.
3 Construction Methods
Foegley will remove and dispose of the wood fence sections that stretch from the garage at the back of the
property to the back side of the house along the the driveway. This section of fence is not visible from
the street, as shown in Figs. 1(b) and 2, and is no longer needed to satisfy relevant codes once the pool is
removed. This section of fence is currently in need of repair due to moss and rotting boards as seen in Fig. 2.
Foegley will jackhammer the concrete deck surrounding the pool shown in Fig. 3, the bottom of the pool,
and the sides of the pool 2 feet below the surface. Foegley will remove and dispose of the fiberglass lining
from the interior of the pool. Foegley will deposit the broken concrete into the bottom of the pool and fill the
remainder of the pool with sand. Atop the sand, Foegley will topdress the pool area with topsoil to a depth
of 4 inches. Atop the topsoil, Foegley will install sod. The paver bricks surrounding the pool will remain in
place.
2
(a)
Figure 2: Two views of the section of fence to be removed.
(a)
(b)
(b)
Figure 3: Two views of the pool. The concrete deck surrounding the pool is relatively narrow and covered
by the blue tarp in the photographs.
KM
(7/31 /2009) ,Catherine Hostetler - CgA application
From: Jim Schmiedeler <schmiedeler.4 @nd.edu>
To: <SBSJCHPC @co.st - joseph.in.us>
Date: 7/30/2009 10:17 PM
Subject: CoA application
Attachments: Schmiedeler CoA App09.pdf
Historic Preservation Commission -
Please find the attached Application for a Certificate of Appropriateness
for the demolition of the in- ground swimming pool in the backyard of 1611
East Wayne Street. The $15 application fee will be placed in the mail on
Friday, July 31. If it is not received by your office on Monday, August 3,
please contact me at this email address or the phone number in the signature
below so that I can make other arrangements to ensure that my application is
considered. Many thanks.
Jim
Jim Schmiedeler, Associate Professor
Aerospace and Mechanical Engineering
University of Notre Dame
373 Fitzpatrick Hall
Notre Dame, IN 46556
(574) 631 -6403
Fax (574) 631 -8341
schmiedeler.4 @nd.edu
Page!
STAFF REPORT
CONCERNING APPLICATION FOR A
CERTIFICATE OF APPROPRIATENESS
Date: August 4, 2009
Application Number: 2009 -0731A
Property Location: River Bank at Intersection of Lafayette and W. North Shore
Architectural Style/Date /Architect or Builder: Non - Applicable
Property Owner: City of South Rend
Landmark or District Designation: West North Shore
Rating: Not rated
DESCRIPTION OF STRUCTURE/ SITE: The land is located on the south side of the T intersection
of Lafayette and West North Shore Drive between the St. Joseph River and W. North Shore Blvd. The
site is grass covered with trees and shrub plantings; a metal barricade and a timber pole with directional
signage are also present. See - photographs in Exhibit #1
ALTERATIONS: The addition of the man-made materials: barricade timber post with signage.
APPLICATION ITEMS: Install a stainless steel single access control cabinet approximately 3'x5'
with a small attached radio antenna behind the shrub located behind the timber pole and barricade.
DESCRIPTION OF PROPOSED PROJECT: The City of South Bend Public Works Department
proposes to install a 3'x5' cabinet to house controls and monitoring devices to regulate the flow of
Combined Sewer Overflow toward the sewage treatment plant instead of to the river. The cabinet will be
installed on a poured concrete slab behind the shrubbery. See attached project specifications and site
plans.
STANDARDS AND GUIDELINES:
I. THE ENVIRONMENT
The West North Shore Drive residential neighborhood from Michigan Avenue to Iroquois
Avenue has a distinctive and valuable character. The external appearance of the river and
street, homes, and yards communicates and reflects the fact that for over half a century it
has been and still is a comfortable residential neighborhood. All of the architectural and
charming character of West North Shore Drive has been preserved. The homes are generally
architecturally and historically distinctive, large and located on ample lots.
A. THE NEIGHBORHOOD AND TIRE RIVER
The intimate relationship of the St. Joseph River to this residential neighborhood and to each individual
home should be preserved. At present residents, visitors, and passers -by drink in the delights of the
River - its Swift, unimpeded current, its substantial breadth and its banks of verdant natural growth. The
erection of high walls or other artificial barriers to the enjoyment of the scenic River must be prohibited.
Parking on the river side of North Shore Drive must be prohibited.
If erosion control efforts become necessary to preserve the river banks, they must involve processes and
material consistent with natural beauty of the banks. Poured concrete, concrete slabs, concrete building
blocks or other unsightly material must be avoided.
The development of boat landings, access points, scenic overlooks, or terraces should be done in such a
way as to preserve the natural beauty of the river and banks. Grass clippings and leaves should be placed
on the bank so as to induce building up the bank. They must not detract from the beauty of the bank.
Unsightly brush and weeds must be eliminated. Dead or diseased trees and branches should be removed.
STAFF RECOMMENDATION: Staff recommends approval. The proposed stainless steel cabinet will be
installed on a concrete pad in an area that is below street grade and further shielded from view by a large
bush.
It
Application
- FOR -
Certificate of Approp riateness
Historic Preservation Commission of South Bend & St_ Joseph County
125.5. Lafayette Blvd., South Fiend, Indiana. 46601
Mailing Addn�s: County -City Building, South Bend, Indiana 46601
Phone: 574235.9798 • F=574-235-9578 • PmaL SBS - IPC@scost joseph.in.us
Website: http: / /wwwst osephcountyindi mxom /s chp /index htnil
OFFICE USE ONLY » NOT COMPLETE ANY ENTRIES CONTAINED IN THIS BOY » »» OFFICE USE ONLY
Date Received 3 I J Application Number � �j - a 7 Q
Past Reviews: ❑ YES (Vak of Las KMrv) ❑ NO
Staff Approval authorized by: Tithe:
Historic Commission Review Date:
F1 Local Landmark E] Local Historic District (Name)
❑ National Landmark E] National Register District (R"ame)
Certificate of Appropriateness:
Denied ❑ Tabled 0 Sent To Committee Q Approved and Issued
VATL
Address of Property for proposed work: Intersection o Lafayette and North S hore
Stmt Numberand Street Name
Name of Property Owner(s): (ms Print) City of South Bend
Address of Property Owner(s): 227 West Jefferson, Room 1316, South Bend IN 46601
Contractor(s) Name: Not Selected - Project Bid opening August 24, 2009
Contract. Company Name:
Contractor Address:
Cit
Phone:
Current Use of Building: Empty lot along the St. Joseph River
(Sinete FamiPy - Mu Fandly Cer*mrercia.T - Camnanent - Irdustruri - Vacant - etc.)
Type of Building Construction: Steel Cabinet
(Wuxi Frame - Yrkk - Sim - Swl - Concrete - Other)
Proposed 'Mork: Q In -kind [j Landscape IN] New ❑ Replacement (rot in- ki 4)
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Demolition
(wore tium ors box tray he eh.^cked)
Description of Proposed Work: Please see attached paper work.
Owmer /Contractor: Fax: 574- 235 -9171 e -mail phenthor(a),southbendin.gov
(Ties once �7ii aFreespnrsf i['it1T anhf a� desigrux}
Patrick Henthorn (p) 574- 235 -5998 and/or
— APPLICATION REQtiIREMENTSARE LISTED ONREVERSE SIDE —
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City of South Bend
Combined Sewer System Embedded Sensor Monitoring System Phase II
CSO 025 North Shore and Lafayette
Background
The primary objective of combined sewer overflow (CSO) control for South Bend
is to eliminate dry weather overflows, reduce the frequency and quantity of wet
weather CSO events that discharge to the St. Joseph River, and maximize flow
to the wastewater treatment plant.
For this project, ten (10) CSO diversion structures have been prioritized for
upgrade and improvements that include actuated regulator valves on the CSO
throttle pipes. The valves are integrated through a computerized CSONet
system that will modulate the valves to the best utilize the City's combined sewer
system for each particular storm event. The system will regulate flow to the
interceptor much like traffic signals regulate traffic flow on streets. The result is
that, instead of being discharged to the river as CSO, more flow will reach the
treatment plant and water quality impact of CSOs in the St. Joseph River will be
reduced.
CSO 025 Location — North Shore Historical District
One site is located in the North Shore Local Historic District at the intersection of
North Shore and Lafayette. Most of the work for this project will be below ground
however we will need to install a control cabinet and a small radio antenna along
the south side of North Shore.
The control cabinet will be made out of stainless steel and will be located at the
intersection of Lafayette and North Shore on the south side. The location of the
cabinet is shown on the site plan. There is an existing bush that we would used
to hide the cabinet.
This control cabinet will housie the telemetry and control equipment for the pinch
valve that will be installed below the street. This site would was selected
because of the existing vegetation that could be used to obscure the view of the
control cabinet.
This bid opening for this project is scheduled for August 24, 2009.
15. Wire bundles between subpanels and front panel mounted devices shall be
anchored and protected from damage by opening and closing of the panel
door.
16. No front panel mounted device requiring operator manipulation (e.g.
pushbutton, hand switch, controller) shall be located higher than 66- inches
above finished floor or grade.
17. Panel shall have a blank lockable front panel door. Devices shall be mounted
on a swing out panel directly behind front door.
18. Panduits located on either side of terminal strips shall have a minimum
clearance of 1.5- inches between the panduit and terminal strip.
19. An easily accessible pocket built into the panel door shall be provided to
enclose the "As Built" panel wiring diagrams.
20. Panels shall be UL approved.
21. Control panels located in field shall be NEMA 4X rated and shall have the
following features:
a. Panels shall be Type 316L stainless steel construction with a minimum
thickness of 12 -gage for all surfaces (except those areas requiring
reinforcement) having a smooth brushed finish.
b. Stainless steel screw clamp assemblies on three sides of each door.
c. Rolled lip around three sides of door and along top of enclosure opening.
d. Hasp and staple for padlocking. Provide stainless steel padlock.
Coordinate keying requirements with Owner.
e. Panel shall be white polyester urethane powder coated, from the factory,
to reduce solar heat load.
B. Identification:
1. Provide laminated plastic nameplate for identification of panels. Use self -
tapping stainless steel screw for fastening. In instances where self - tapping
screws may degrade the panel NEMA rating, the NEMA rating shall be
retained through the use of gaskets on both sides of the panel surface and the
use of a retaining plate on the panel back that is of identical size to that of the
nameplate. In this case, full penetration screws with nuts shall be used.
2. Panel identification nameplates shall have 1/2 -inch high letter engravings.
3. All front panel mounted devices shall be identified with nameplates engraved
with the functional description of the device. Nameplate engraving shall be in
accordance with the identification provided in the contract drawings
4. Tag all electrical components and devices mounted within control panels
with high adhesive labels.
5. All terminal strips shall be identified with nameplate engraved as "TB -XX"
where `XX' is the numerical identification of the terminal strip.
6. All terminals within the terminal strip shall be identified with sequential
numbers and wire numbers.
7. All internal panel wiring shall be color coded and numerically identified with
unique wire numbers affixed at both ends. Color coding shall be as per the
Panel Wiring Color Code Table below:
DESCRIPTION I COLOR
3029 -017 13400 -13
Stainless Steel: Floor -Mount and Free -Stand Enclosures
ArW M com , , Floor -Mount and Free -Stand Enclosures
Free -Stand Single and Dual Access with 3 -Point Latches, Type 4X
Industry Standards
UL 508A Listed; Type 3R, 4,4X, 12; File No. E61997
cUL Listed per CSA C22.2 No 94; Type 3R, 4,4X, 12; File No.
E61997
NEMA /EEMAC Type 3,3R, 4,4X, 1Z 13
E.I.A. RS -310 -D
IEC 60529, 1 P6
Meets NEMA Type 3RX requirements
Application
Designed to house systems incorporating large components or
complex mounting configurations. Three -point latching and sealing
provide industry - leading protection from dust, dirt, oil and water.
These enclosures are used in machine tool applications for housing
motor starters, drives, contactors and PLCs, as well as a wide variety
of other electrical and electronic equipment. The addition of
19 -in. rack - mounting accessories makes these enclosures ideal for
providing rugged protection for sensitive rack-mounted components
in harsh industrial environments. These enclosures are used
extensively in automotive, pulp and paper, wood products, textile
and similar industries.
Four styles are available to provide maximum flexibility:
1. One-Door Single- Access Enclosures (single door on front)
2. One-Door Dual- Access Enclosures (single door on front and rear)
3. Two -Door Single- Access Enclosures (doors close on a removeable
centerpost)
4. Two -Door Dual- Access Enclosures (doors close on a removeable
centerpost on front and rear)
Patents
US 5,634,357
D 385,7683
Accessories
See also Accessories.
Caster Kit
Clamping Nut Package
Floor Stand Kit, Stainless Steel
Center Panel Supports
Panels forType 311, 4 12 and 13 Enclosures
Modification and Customization
Hoffman excels at modifying and customizing products to your
specifications. Contact your local Hoffman sales office or distributor
for complete information.
Bulletin: A30S4
Subject to change without notice PH 763 422 2211 • FX 763 422 2600 • hoffmanonline.com ® 2009 Hoffman Enclosures Inc.
Spec -00037 F
Specifications
12 gauge Type 304 stainless steel
• Seams continuously welded and ground smooth; no holes or
knockouts
_
Two -door enclosures provided with a removeable centerpost for
easy panel installation
Heavy -duty lifting eyes are Type 316L stainless steel
Heavy -duty three -point latching mechanism operated by Type
316L stainless steel POWERGLIDE* padlocking handle
'
Seemless foam -in -place gasket assures a water -tight and dust -tight
seal
• Body flange trough collar excludes liquids and contaminants
'
Latch rods have rollers for easier door closing
• Heavy -gauge continuous hinges support each door
• High - impact thermoplastic data pocket provided with each
9 .
enclosure
,._
Mounting channels welded horizontally to interior body sides at
' « <'
top, bottom and center
Optional panels and rack mounting angles can be mounted
anywhere along channels
Bonding provision on door; grounding stud on body
Accessory mounting channel provided in enclosure top
Finish
Enclosures are unpainted. Cover, sides, top and bottom have smooth
- j
#4 brushed finish. Optional steel panels, swing -out panels, side-
mounted panels, rack mounting frames, heavy-duty panel supports
and center panel supports are white. Optional full, half and side -
mounted conductive panels are available.
Industry Standards
UL 508A Listed; Type 3R, 4,4X, 12; File No. E61997
cUL Listed per CSA C22.2 No 94; Type 3R, 4,4X, 12; File No.
E61997
NEMA /EEMAC Type 3,3R, 4,4X, 1Z 13
E.I.A. RS -310 -D
IEC 60529, 1 P6
Meets NEMA Type 3RX requirements
Application
Designed to house systems incorporating large components or
complex mounting configurations. Three -point latching and sealing
provide industry - leading protection from dust, dirt, oil and water.
These enclosures are used in machine tool applications for housing
motor starters, drives, contactors and PLCs, as well as a wide variety
of other electrical and electronic equipment. The addition of
19 -in. rack - mounting accessories makes these enclosures ideal for
providing rugged protection for sensitive rack-mounted components
in harsh industrial environments. These enclosures are used
extensively in automotive, pulp and paper, wood products, textile
and similar industries.
Four styles are available to provide maximum flexibility:
1. One-Door Single- Access Enclosures (single door on front)
2. One-Door Dual- Access Enclosures (single door on front and rear)
3. Two -Door Single- Access Enclosures (doors close on a removeable
centerpost)
4. Two -Door Dual- Access Enclosures (doors close on a removeable
centerpost on front and rear)
Patents
US 5,634,357
D 385,7683
Accessories
See also Accessories.
Caster Kit
Clamping Nut Package
Floor Stand Kit, Stainless Steel
Center Panel Supports
Panels forType 311, 4 12 and 13 Enclosures
Modification and Customization
Hoffman excels at modifying and customizing products to your
specifications. Contact your local Hoffman sales office or distributor
for complete information.
Bulletin: A30S4
Subject to change without notice PH 763 422 2211 • FX 763 422 2600 • hoffmanonline.com ® 2009 Hoffman Enclosures Inc.
Spec -00037 F
STRUCTURE COORDINATES SCHEDULE I / 6]A
ATE // COORDINATES
SIRRUC1lIRE I NORTHING EA3 .
SO 025 (NORTH) I1 1 1 3J16 i ` I�
!A V< VAULT ``16](1829711 `r 3182]S.1J6 N
MERfEPTOR ANHOLE id >6 >0.J0]
,
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NORTH SHORE"• .... y*
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— E__E E
1 f1ECTRTC I�ErE� ANn 110TttuNYT
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W V 6fi131
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AND O TUBE 8
II 6
U WV. 661.86
YM Y 1
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If
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r
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CSO 025 NORTH STRUCTURE
PLAN ELEVATION 669.00
SCALE 1' - 1' -0'
Eon CITY OF SOUTH BEND, INDIANA
DEPAF PUBLIC WORKS
m BIER BU WASTEWATER
csc CSO MON ,;;; =--- PROJECT PHASE II
61
WV. 860.06
E __
1. CONI7NCTOR TO FIE VERIFY ELEVATIONS AND FIELD LOCATIONS 01
STRUCTURES PRIOR TO CONSTRI.CIgN.
2 SAM CUT PAVENEM PRIOR TO E%CAVATION. UYICUT PAVEMM
PFAPENgCUAR TO CURB AND PAVEAEM CEMIER UNE SAWCUT
SECTIONS MUSt Be AT 1E!rr to WIDE OR EXTENDED TO iNE NW
FJDSfNO PAVEMENT .Ip61T. DOTYEI. N REPI/DEIIFNT PAVEMENT TO
DEL fF1D CONCRflC PAVEMENT OF CONCRM k SLHVML N TIE
AM
3. ALL GROUTED OPENINGS STNLL RECEIVE A BRIAORMS COATING ON THE
OUTSIDE OF SIRUCNRa
/. ALL PROPOSED PIPRO B OVCRIF NON PNE PIPE 70 BE
POLYEIMT.EIIE EIM.LSED AND HAVE EPO%Y LWwp AS SPECWIEO. ALL
PNE PFNFTNipNi FOR FJII51W6 ARD PROPOSED STRUCTURES SHLLL
NCLUOE A YEClNNNN. JO6rt APPPOLMI,mY ONE FWT FROM 1fE
OUTSHOE iME OF 1HE SIRVCIVRE.
0. SEE SIFEi FII F'OR V. VAULT OE'T
1
a PROVIDE i 1/2 SCHEOUE BO rV SUMP PUMP OMCNpGE PIPE FROM
VAULT TO NtEACEPTOR M1NNalE WsrALL _w APPRONNAmY S'
DEEP AND SLOPE T7WNID MANHOLE STRUCTURE (1 /1' PEA TOOT).
CORE DPNL AND NON- SININIt GROUT STiTMNRE PCNEIMTK;
7. CONTRACTOR s RESTORE ALL "AVE ""' C RM, SIOE•WAR, LMK
AND VOUTIES TINT ARE REMOVEO OR DISTURBED MMO
CONSTNUCADM. RESTORE PER COMPACT DRAMNG ANO SPECWIL'Atoa
RESTORE SIOEWALK IEXPWED SURFACE AID WfAD MATERIAL AT
RNERSECRN/ CROSSWALK APP fYJ9E N SHTE.
PLAN NDTR n
1. CUE 313 NOTCH W CONCRETE TO ALLOW NSTAIATKW OF PLATE AS
SHDRN. SECURE PLATE MN NON -OMW GROL]T.
2 NOTCH BOTTOM OF STRUCTURE 3' DEEP FOR INSTALLATION or PLATE
AS SHOWN, SECURE T NQN -SH%K GROUT.
3. CORE DRILL OR SAW CUT CPENIM FOR NEW 12' DP THROTIE PIPE
ADJUST BENCH TO ACCGMMODATE 1Y APE AND DIRECT FLOW TO THE
12 PIPE FOR CORE OREJED OPENING, CONNECT PIPE TO 31RVCUItE
MN CONNECTOR (PRESS -sGL PS% WtECf DRIVE YVWIgE
SNW6t NM?B IIAVAWAiEA 0 C0.0U1R RNG. SEAL Y6HH Npl-
a SAN CUT AND REMOVE VEIN VALL MATCH DOMINO BOTTOM ISLVATION.
E, CORE DRILL. OR SAtKW INTERCEPTOR MANHOLE STRUCTURE. CONNECT
NEW THROTTLE PIPE AS NOTED N PLAN NOTE S
a COMPACTOR SHALL FNST VENW OEP1H OF FLOW W STRUCTURE TO
VFRW PROPOSED 12' PIPE 6iVIDI
7. RETURN COMPOSITE IA M CITY REPLACE OATH NEW FRAME AND LID
L"W10222I W E"""
L REMOVE BENCH AND ADJUST SENSOR AND SMUM TUBE 3 NCHHES
LOWER" MOVIE OWNER MM NEW SENSOR ELEVATION. COORDINATE
ANO PROVIDE WATER SIWFACE READING CAEPATION TO OWNER
NEW IY
.OM Ot PPE
IRON C50 025
TI' -o. EST, NV. 661.00
O
O�
JA'
wv. 6fia7
INTERCEPTOR MANHOLE STRUCTURE PLAN
SCALE NOT TO SCALE
COMBINED SEWER OVERFLOW 025
PLANS
SCALE: AS NOTED
YAL1X!{L wANR, NC
—ATE JULY 2009
IL C SHEET 3 lF_
REF, Na 3029017 -028
CSO 025 NORTH STRUCTURE
I �}
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At _ ati •rt �R n'
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DIAGRAMS/PLANS:
N�SYY�a5Ca1NEm - ursysEO DR
TES NMNq a1LY YMUEE
F e0 /w INaaTm. nrrsT Nu4BER OEwns
SWral AYP M1MG SECOND 1UYBW
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E�✓ YOTCWfIID VAL c w1N COH1galEA
❑ ENN EIECwNDAL N.wDxaE
[D OAR] AJNCDON Wan 512E As PEOYY ®M MLG
TERMINK BON; 92F AS gEOaRED BY NLG
(E-E 1W TO ACODMODATE ALL TENMMAwONS ON
IINAL Gxxs TEg4uunaNS To xaLroE
O O FLECwUC 40TM BANeu NONMTES MORSDOw]E}
(� —NOT
(� mDUNO R
• GROUND GAro CABLE DONNEO-
-IIlO GROUND,
-'—
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NDIGAm LEN EWwL.WT /mmur
—TES EWSTND EONPIENT/Oa1WIT
_____ waCATFS Ca1CFAUD OR UNDERGR—
[DUPYFNTATOHgIIf
INSTRUMENTS:
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roENTIFY
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ABBREVIATIONS:
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SP
SPARE
USE
UNDERGROUND SERMLE ENTRANCE CABLE
S WP
WEATNFAPROOF
x
(TT)
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GENERAL NOTES:
T. 1NE SYYB0.3 AEro ABNKNATOHS UST Ox _ SHEET
a A COIIPgLTKNYK nNOAw DUDE xTO1om FaR
GUEEAL USE ON ALL PROECI L wETIEiORE NOT ALL
THE SYMBOLS AND ABBREM — CONTANED M DIR
UST ARE NEOESSARAY USm ON THIS P ULA N
PROECT AND SHOULD BE USED Fat DIANRCADON
aEY.
f
(tDBDD sat.
s'•
EWIPMENT wows•
2SA W.
EWIPMENT LOW. —
I CNT 11
2' aR.
T /GRADE
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5A
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(n N unutt,
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100A CB SERMCE ENTRANCE RATED
LI u N / — DLSONNECT (UN rcc OTIERwSE sw.)
T /GRADE
i yDD,E ! -
F
5A
2M
I-� 0
L :T 9 o PLC
20A
24DV 120V SA
Za 4
_ 120V NRETIDE
SELECT BAC UL / w/
TYPICAL EQUIPMENT SUPPORT PAD SECTION
SCALE: 1' "1' -0'
NO ES
1. •CONTRACTOR TO COORDNATE SLAB DIMENS INS wn1
MANUFACTURER'S R OUIREMENTS. PROMDE MINIMUM 6' e ON)
OF SLAB PRO.EC ON ON ALL FOUR SUES a' EWPMEN
2 AN EOUPMEMT TO CONCRETE PAD AS REWIRED TO
MISTY NND AMO WSMlc DESON coNTROLa
- -MRE TIDE ANTENNA
SEE SPEDI —ON
FOR MOUNTING DETAI45
NAMEPLATE (TmJ
~ LOCAL /OFF/REMOIE aR= BREAKER HANDLE MDUNTED
/ �SELECTOR SWTCH wl — DOOR AS DO—ECT FOR
P HUMP AND VALVE ACTUATOR
O U FLECiPoC METER AND BASE
ON UME1Y AND ON DAm
w PowER wacAnwc u.,
AUTO/m—AL
SELECT cuosc
OR SwTCH
! � SHBUTTONS
< PN ELNEW FOR SEWER LEVEL, ROW
° NOCATUIL VALVE P T.. EM
SEgMCE ENTRANCE RATED
taA a BREAKER
—SwNC NSCIXMECr w
UT PANEL (BLANK
FRONT PANEL DOOR NOT
SHOMN Fat CLARITY)
De' (MwJ
TYPICAL CONTROL PANEL
FRONT FACE LAYOUT
O OPEN
aOSE
A
CKT 10 -0
RADIO
2SA W.
1A
�� 24V Ps
I CNT 11
� (INSTRUMENTS) '
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IA
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2M
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20A
Za 4
24V DC I^ TRANSFORMER
POWER SUPPLY
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PLC
NPUT
INSTRUMENT WIRING DIAGRAM
NOTES:
1. ALL SENSOR INPUTS E%CWDIND VALV£ POSIwON
SNOwV) THE ONj PROMOt RE AND (
CONNECTIONS AT a1WE SHALL BE MADE BY
Ow1ER5.
NOTES I _i N AUTO
f. NUMBER OF DEUCES AND LAYOUT MAY VARY PER SITE SEE T —O ox)
SPE PLC ON NF O COMPLETE LIST OF FRONT PANEL DEMOES FOR I N LOCAL
1
2 FRONT PANEL DDat (NOT SW A ORN) SMALL BE BLANK AND PANEL
DEUCES SHALL BE MOUNTED ON SWING OUT PANEL DIRECTLY I (X00) N REMOTE
BEHIND FRONT PANEL DOOR.
1 PRO VAOE MEa'RENE GASL(ET BETWfFlI EW-ENT SUPPORT PAD I —0 (DaQ
(DETAD. ADORE) AND YOMT PANEL TO EOUPMENT SUPPORT PAD
wM EPOKY ..DRS AND PER MANUFACTURER'S INSTRUCTNS ------ ; DIGITAL INPUT BUS r— "
w PROMOS SI A PANE L E, A ND Y As AKMUM D A ANO MlwMUU m' DEEP, YNUYEY 06' TYPICAL CONTROL PANEL PARTIAL WIRING DIAGRAM
NIGH.
.IRA CITY OF SOUTH BEND, INDIANA ELECTRICAL YALC«i� Pn NG
d /L
DEPARTMENT OF PUBLIC WORKS LEGEND, SYMBOLS, ABREVIATIONS DATE JULY 2 OD9
BUREAU OF WASTEWATER
j . WAV CSO MONITORING PROJECT PHASE U AND DETAILS E /A�r
YES ± a 9
SCALE AS NOTED CAD REF. NO, 3029017 -677
THROUGH DOOR
2SA W.
CRT 1 I
I
I
PUMP
CRT 1 O
--
.T
PANEL NEATER
2.
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"Ca 3 O
RUMESCENT UGNT
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ACTUATOR
'f
STAFF REPORT
CONCERNING APPLICATION FOR A
CERTIFICATE OF APPROPRIATENESS
Date: August 3, 2009
Application Number: 2009 -0731B
Property Location: 1501 East Wayne Street North
Architectural Style/Date /Architect or Builder: Tudor Revival/ I926/H.R.Stapp- Whitcomb &Keller
Property Owner: John Axelberg and Alice McLane
Landmark or District Designation: East Wayne Street
Rating: Contributing
DESCRIPTION OF STRUCTURE/ SITE: The home is a two storey brick faced frame structure set
on a rectangular plan with a gable roof, plain raking board covered with synthetic slate shingles. The
windows are 4/4 double hung, paired with wood casings and original storms. There are eyebrow wall
dormers at the second floor in the front and rear of the house. There are brick chimneys at either end of
the main portion of the house. The Entry has a steep gable roof; plain rake board articulated at the eaves
ends with exposed rafter tails, simple entablature detail and iron balcony railing above entry door. There
is a south side shed roof wing with paired double hung arched windows flanked by attenuated double
hung brick header course sills. There is an east side one storey flat roof wing with second floor access
door to roof; the rear porch below has a plain round wood support column. The house is situated on a
corner lot of Wayne and Twyckenham. (See photo pages 1 & 2)
ALTERATIONS: The two car brick garage was built in 1949. The brick half walls between the house
and garage may have been added then along with the wrought iron arch way with lantern. The slate roof
was replaced with facsimile slate in 2004 along with new copper gutters and downspouts. The wood
balustrade on the rear (east) porch was removed after 1987. Limestone landscaping features, patio and
pathways in the rear has been added after 1987. An aluminum "wrought iron" fence encloses the yard
along the east and south yard.
APPLICATION ITEMS: Rebuild brick columns.- Install wrought iron gate. Remove wrought iron arch,
and install lanterns atop columns. (See photos 3 & 4) Replace balcony railing.
DESCRIPTION OF PROPOSED PROJECT: The homeowners proposes to re -point the brick pillars,
install Arroyo Craftsman lantern lighting on top of the pillars after removing the wrought iron arch with
pendant lantern. (Located on the west/front of house obscured by trees and shrubbery from the street -see
photo page #1) They also propose to install a 36 "x50 +" custom gate (See Illustration #1) either in wrought
iron or black powder coated aluminum to resemble wrought iron between the brick pillars. They also
propose to re- install a railing around the deck of the second floor rear porch (See Illustration #2). The
balustrade is to be crafted from kiln dried lumber (See Illustration #3) using 1 1 /2 "xl 1/2" balusters and
an upper railing 3"x2 "x11 /2" set between baluster columns of varied heights and topped with wood or
copper pyramidal caps. The balustrade will be painted.
STANDARDS AND GUIDELINES: East Wavne Street:
D. ENTRANCES, PORCHES AND STEPS
Most houses in the district have small open porches at the main entrance. Stoops and small patios also are in
evidence. Of those porches that have roofs, many have either hip or gable roofs or are covered by the main roof of
the house. Columned porticos, porches with broken pediments or turrets, and other porch forms characteristic of the
Period Revival styles are also found in the district.
Required
0
Existing or original porches, stoops, patios and steps, including handrails, balusters, columns, brackets, tiles and
roof decorations, shall be retained or replaced by replicas of the same design and materials when deteriorated
beyond repair. Porches and additions reflecting later architectural styles and which are important to the building's
historical integrity shall be retained.
Recommended
When enclosing porches for heat conservation or for other reasons, it should be done in a manner that does not alter
the architectural or historical character of the building.
Prohibited
Front porches, stoops, patios and steps that are important to the building's style and development shall not be
altered or removed.
Not Recommended
Original porch details should not be replaced with materials representing an earlier period or style from the original.
III. NEW CONSTRUCTION
New construction includes any new building or structure constructed within the boundaries of the historic district,
or any new addition to an existing building. New construction should be designed considering the appearance of the
other buildings in the neighborhood.
A. HEIGHT AND PROPORTION
The majority of structures in the district are two stories high and are square, rectangular, or irregular in plan. There
are a few story- and -a -half residences. The prevalent facade proportions are between a 1:1 and a 1:2 height -to -width
ratio.
Required
The height of a new structure and its height -to -width proportions shall be consistent with adjacent buildings in the
district. The building height shall be no greater than that of the tallest existing structure and no less than that of the
lowest existing structure of the same type in the same block. Facade proportions shall be established by permitting
no structure with a facade wider or narrower than those existing in the same block. Additions to existing buildings
shall be related in height and proportion to the existing structure.
Recommended
Contemporary designs should be compatible in character and mood to the building or neighborhood.
Prohibited
Additions may not be constructed that would change the existing facade of a building, alter its scale
or architectural character, or add new height.
Not Recommended
New stories should not be added, nor should existing stories be removed, which would destroy
important architectural details, features or spaces of the building. Any style or period of architecture
that is incompatible with what exists should not be permitted in the new additions.
STAFF RECOMMENDATION: Staff recommends approval. The proposed railing follows the
rhythm and scale of the one photographed for the 1987 survey (See photo #5). The Craftsmen design of
the railing and the proposed gate and lanterns accentuate the influence of mediaeval and Tudor styles on
the Craftsman school of design features of the house in the exposed rafter tails and eye brow dormers.
(Refer to the Richardsonian influences on Sullivan and Frank Lloyd Wright.)
Application
-FOR-
Certificate of Appropriateness
Historic Preservation Commission of South Bend & St. Joseph County
125 S. Lafayette Blvd., South Bend, Indiana 46601
Mailing Address: County -City Building, South Bend, Indiana 46601
Phone: 574 - 235 -9798 • Fax: 574 -235 -9578 • Email: SBSJCHPC @co.st josephin.us
Website: http:// www. stjosephcountyindiana-com /sjchp /index.html
OFFICE USE ONLY » »» DO NOT COMPLETE ANY ENTRIES CONIUMD IN THIS BOX » »» OFFICE USE ONLY
Date Received %31 Application Number a &q
Past Reviews X YES (Date gtlast Reaiew) .2Z -7-4 7 ❑ NO
Staff Approval authorized by: Title:
Historic Commission Review Date: 17 ._&We �i rr
F1 Local Landmark [ fHistoric
� cal Hcc District (Name) .
F] National Landmark n National Register District (Name)
Certificate of Appropriateness:
n Denied n Tabled n Sent To Committee n Approved and Issued
DATE
Address of Property for proposed work 1 'i G 1 • / I �
Street mber and Street Name �
Name of Property Owner(s) (Please Print) �.1 � A X 11 . 4 1,,
Address of Property Owner(s): Ih I �^ • 1✓L; I
Contractor(s) Name MA 1^ t/'
Contract Company Name:
Contractor Address:
City:
Phone: f 7y- Y f' 5 X 0'Q2_
Current Use of Building: 1; • /3/
(Single Family —Multi-Family —Commercial —Government — Industrial —Vacant —etc.)
Type of Building Construction: --a e •�` h
(Wood Frame — Brick -Stone — Steel — Concrete — Other)
Proposed Work: [] In -kind ❑ Landscape [:] New ER Replacement (not in -kind) [:] Demolition
(more than one box may be checked) , ll T
Description of Proposed Work: 9,*_ Q/,, i Id 47 f l Lv �'{
1 rZY4 7 c�Z - !Uatee ar'-4 Qs, i44&& 1' '*os°eh
a�an C'o1kNyNS- � ACLo �4fCdt�` V'Rr
Owner /Contractor: e -mai 6 t/'g C_ /�u, COI !6. "Co
(Tlds of(rce will correspond with only one designee) J
and /or -
— APPLICATION REQUIREMENTS ARE LISTED ON REVERSE SIDE —
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11
0 ,
STAFF REPORT
CONCERNING APPLICATION FOR A
CERTIFICATE OF APPROPRIATENESS
Date: August 3, 2009
Application Number: 2009 -07310
Property Location- 710 Park ' A:venue
Architectural Style/Date/Architeet or Builder: Second Enipire/1875
Property Owner: Georges Enderle
Landmark or District Designation: Local Landmark :.Chapin Park I.,IID/Nl'R
Rating: Outstanding
DESCRIPTION OF STRUCTURE/ SITE: The Mary Chapin Anderson and Andrew
Anderson house is a three storey Second Empire home with an irregular plan. It has a
stone foundation with walls of shiplap clapboard siding with comer boards; the
entablature Ina-, paired brackets. The house has an asphalt shingle hip roof with gable
dormers NvIii Ic the tower in front has a mansard roof with wood shingles. There is a full
width wrap around front porch with pared Doric columns on stone piers supporting an
entablature with dentils and balustrade. The porch .has a flat rood. The windows are 1/1
double hung and most have segmental arch molded crit abl at tires. The front door is wood
with a single leaded light' sidelights are leaded and there is a stained glass transom. (See
photo 41)
ALTERATIONS: The porch was added in 1901 to reflect the classical revival style in
vogue after the Colombian Exposition in Chicago. The metal finials at the comers of the
tower have been removed.
APPLICATION ITEMS: Reitirbisli/restore./retrofit existing window sashes in
() and 11 on second floor as described in annex. (See also previous restoration
in 2008.) Old glasses will be stored in basement.
DISCRIPTION OF PROPOSED PROJECT: The homeowner has engaged
Replacement Systerns *International Ltd. who proposes to Refurbish /Restore /Retrofit
existin- window sashes as follows:
1. Remove the sashes front the frames and label/mark.for identification. 2. Pickup
of sashes only from the job site and deliver the sashes to our shop. Redeliver to job site
and reinstall sashes into the original frames. 3. Remove the existing puttyand glass from
the sashes. 4. Strip the paint from the sashes. Where caustic chemical strippers are used
properly neutralize the wood prior to painting or epoxy reconsolidation to a litnius Ph of
5-8.5. 5. Restore the sash with two part epoxy wood consolidants as necessary and in
accordance with specifications and the U.S. liepartment of Interior Guidelines. 6.
Custom inill new window members /profiles to match existing where needed. 7. Route
sash pockets as required and reglaze with new sealed insulated glass (dual sealed).
Prime/scal glass pocket before installing insulated glass. Set glass with beveled wood
stops. S. Weatherstrip the operating sashes at the perimeter and meeting rails with
integral woven pile weatherstripping for maximum air tightness and durability. 9. Install
new Samson Red Spot sash cords and furnish additional sash weight ballast to balance
additional weight on the insulated glass. 10. Refurbish pulleys/hardware. 11. Prime and
finish paint all stripped, restored or new wood.
12. Use Resorcinol or Urethane waterproof exterior glue in all exterior joinery where
exterior glues are required. Sash Restoration and Retrofit of six double hung windows oil
0
the second floor. Four windows are to be retrofitted with dual parie scale(] insulated glass
and two windows are to be fitted with Mon-Ray - fii! - mance ary -In
I I Perfot second, I ,l" az C
storm w ill lieu of sealed insulated glass. Upper sashes are to have arch lop or half*
round top glass to match the existing prime window glass. All lower sashes in the six 9 7 "
C
high windows are to be glazed with TEMPERED GLASS to meet safety code. All tipper
sashes are to have brass pole sockets.
The windows are located oil the southwest and northwest fad ade Of the hOLISC; the Mon-
Ray storms are all interior application that will not be visible from the exterior. ( See
photographs fi2-4
STANDARDS AND GUIDELINES:
CHAPIN PARK STANDARDS AND GUIDELINES: C. Windows and Doors
Required: Original windows and doors shall be retained including sashes, lintels, sills,
shutters, decorative glass, pediments, hoods and hardware. When deteriorated beyond
repair, they shall be replaced with units and trim resembling the original.
GROUP 1`3 LANDIMARK STANDARDS: b. Treatment: Treatment shall be defined as
any change of surface materials that will not alter the style or original form. Such
improvements include re roofing, glazing or landscaping lawns and may involve a change
that can potentially enhance or detract from the character of the landmark...
STAI Staff'reconimends approval. The project is in conformance to
the standards and guidelines for Chapin Park and for Landmarks. Replacement Systems
International. Ltd. has restored.1'retrofitted the firsilloor bay windows and windmvs in the second
floor master bedroom and bath in 2008,
Application
- FOR -
Certificate of Appropilateliess
I I istoric Presemation Commission of South Bend & Stjoseph County
125 IS, L-afayette Blvd, South Bend, Indiana 40 )l
M address: County -City Buildin South lke nd Indiana =16601
Phone-574-115-97 Fax: 574-r
W hup./ /www.stiosephcoLintviiictia.tiii,coiii/s
OMCE USE ONLY>> DO NOT'CO.411-ILE7'1-..ANY'FiV.]'[111;5 COIVIAINFI) IN MIS BOX >>>>>> OFFICLAISEONLY
Date Received-... /-- a 20,09 Application Number
Past Reviews: Lt;�41.s (Dah "W - - - - --------- I ... ......... . - . ...... . .. ....... ...... NO
Staff Approval authorized by: Title:
Historic Commission Review Date. 7 440U-f a" 9
1.0cal Landmark F—Vrocal Historic District (,yamr)
. . . . ............... . .. ....
National Landmark F, 'ationil Register District
CCAIRUILL' of Appropriateness:
Deeded E] Tabled ] Sent To Committee E] Approved and Issued
DAFF'
Address of Property for proposed work:- k Avt . ..........
Stree, Nhum be- andSuee'lMar
Fame of Property Owner(s): (m �;i P,
Address of Property Owner(s): 7/0 (tar C-
Contractor(s) Name:
. ,__S .1
Contract ConipinyName: f&P1A.C_e4Vf4
Conti Address: PO \4_13 0 �
City: m, tvk a 0 - Phone:
1 — I
Current Use ot'Building:
(Sin,0e
Type of Building Construction:
(Woof! Frame 13r;" .k -5!,ljw - S!eel •.- Con rele. 001erl
Proposed NVork: In-kind 0 Landscape � New F] Replacement (not in-br-) Demolition
(f"A mrk ?i:;I? vlw h,.l N di( led)
Description of Proposed VVork: P_e-(urk4S resc �o 1--ef
... . ... ....
r '0"
. . .... . ........... .
Okk Fax: _5_mS3LJ�?_.3T e-mail
... ........ .... .... . .
a n /o r -------
. . . ... ........... ......... ..... .
APPLIC.17YON REQUIREVIENTS ARE' LISTED ON REVTRSE SIDE' —
FEB-29-2- 03:45P F=J- T0:_'57453 P.2
REPLACEMOIT SYSTEMS INTEMIATIONAL. LTV.
1 6_== 4r
We propose to Refurbish/Restore/Retrofit existing window sashes as follows:
1. Remove the sashes from the frames and label/mark for identification.
2. Pickup of sashes only from the job site and deliver the sashes to our shop. Redeliver
to job site and reinstall sashes into the original frames.
3. Remove the existing putty and glass from the sashes.
4. Strip the paint from the sashes. Where caustic chemical strippers are used properly
neutralize the wood prior to painting or epoxy reconsolidation to a litmus Ph Of 5-8-5.
5. Restore the sash with two part epoxy wood consolidants as necessary and in accordance
with specifications and U.S. Department of Interior Guidelines .
6. Custom mill new window members /profi to match existing where needed.
7. Route sash pockets as required and reglaze with new sealed insulated glass (dual sealed).
Prim /seal glass pocket before installing insulated glass. Set glass with beveled. wood
stops.
8. Weatherstrip the operating sashes at the peri miter and meeting rails with integral
woven pile weatherstripping for maximum air tightness and durability,
9. Install new Saipson Red Spot sash cords and furnish additional sash weight ballast to
balance the additional weight of the insulated glass.
10. Refurbish pulleys/hardware.
11. Prirre and finish paint all stripped, restored or new wood.
12. Use resorcinol or Urethane waterproof exterior glue in all exterior joinery
where exterior glues are required.
Sash Restoration and Retrofit of six (6) double hung windows on the second floor.
tour (4) windows are to be retrofitted with dual pane sealed insulated glass and
two (2) windows are to be fitted with Mon-Ray High Performance secondary glazing
stern, windows in lieu of sealed insulated glass. Upper sashes are to have arch top
or half round top glass to match the existing prime window glass. All lower sashes
in the six 97 high windows are to be glazed with TEMPERED GLASS to met safety code.
All upper sashes are to have brass pole sockets
TOTAL PRICE for above noted items
16
TERM: 1/3 down payment due uVjm acceptance o f thi proposal /Contract. Balance Afue
upon delivery of each shipr*nt based upon invoice valae of the delivery less
1!3 of the invoice ant.
rate OVI" vmc .Va
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710 Park Ave, August 3, 2009
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STAFF REPORT
CONCERNING APPLICATION FOR A
CERTIFICATE OF APPROPRIATENESS
Date: August 4, 2008
Application Number: 2009 -0803
Property Location: 510 River
Architectural Style/Date /Architect or Builder:
Property Owner: Lynn Patrick
Landmark or District Designation: Edgewater
Rating: Contributing
Side -gable bungalow /1920/Whitcomb &Keller
DESCRIPTION OF STRUCTURE/ SITE: One and half storey bungalow on a rectangular plan with
central brick chimney. It has clipped/squared side gables and has an asphalt shingle roof. Exterior walls
are wood shingles, large on bottom half of house and smaller on top half of house divided by wood sting
course; bottom half of house front fagade has perma- stone. Front window is a single pane picture window,
the rest are double hung 8/1; the gables have side by side single pane casements.
ALTERATIONS: Roof replaced in 1996 COA #1996 -0415; installation of salvaged 1920s wood storm
door in 2001; removal of 2 Norway Maples in 2003 per. City Forester; removal of louvered windows in
porch and aluminum awning over front window after 1988
APPLICATION ITEMS: #1. Install metal handrail on front porch steps. #2. Remove infected/dying elm
in tree lawn. Note tree is to be tested for `Elm Yellows" if test positive needs removal ASAP to avoid
disease spread.
DESCRIPTION OF PROPOSED PROJECT
STANDARDS AND GUIDELINES:
B. BUILDING SITE, LANDSCAPING AND ACCESSORIES
Individual properties in the district are characterized by a house located in the center of a flat lawn, often divided by
a walk leading to the front entrance. Many properties have a straight driveway along one edge of the lot leading to a
garage at the rear of the house. This driveway often has a sidewalk along one side leading to the front entrance
either in the center or at the side of the house. Driveway and sidewalk materials include asphalt or concrete. All of
the properties have trees; many have trimmed shrubbery and hedges. All of the houses conform to a uniform
setback line within each block.
Required
Existing plants, trees, fencing, walkways, streetlights, signs, and benches which reflect the properties' history and
development shall be retained.
Recommended
New site work should be based upori actual knowledge of the past appearance of the property found in photographs,
drawings and newspapers. New site work should be appropriate to existing surrounding site elements in scale, type
and appearance. Plant materials and trees in close proximity to the buildings that are causing deterioration to the
building's historic fabric should be removed.
Prohibited
No changes may be made to the appearance of the site by removing old plants, trees, fencing, walkways,
outbuildings and other site elements before evaluating their importance to the property's history and development.
Front yard areas shall not be transformed into parking lots nor paved nor blacktopped. Front yard areas shall not be
fenced, with the exception of properties along Lincolnway, which may be fenced, but not with enclosed stockade -
type fencing. -
Not Recommended
Telephone poles with high intensity overhead lights should not be used, with the exception of along Lincolnway.
D. ENTRANCES, PORCHES, AND STEPS
The majority of the houses in the district have either an open or a enclosed porch across the front or on the side.
Most porches have either gabled or hipped roofs or are covered by the main roof of the house. A brick base with
wood columns is common.
Required
Existing or original porches and steps, including handrails, balusters, columns, brackets, tiles and roof decorations
shall be retained or replace with replicas of the same design and materials when deteriorated beyond repair. Porches
and additions reflecting later architectural styles. and which are important to the building's historical integrity shall
be retained.
Recommended
When enclosing porches for heat conservation or for other reasons, it should be done in a manner that does not alter
the architectural or historical character of the building.
Prohibited
Porches and steps that are important to the building's style and development may not be altered or removed.
Not Recommended
Original porch details should not be replaced with materials representing a different period or style from the
original.
1
STAFF RECOMMENDATION: Staff recommends approval of the installation of the vintage black wrought
iron hand rail. Staff recommends approval of the removal of the tree if it is confirmed to be diseased and its
replacement with a suitable substitute.
08/03/2009 MON 15:11 FAX
Application
-FOR -
Certificate of Appropriateness
Historic Preservation Commission of South Bend & St. Joseph County
125 S. Lafayette Blvd., South Bend, Indiana 46601
Mailing Address: County -City Building, South Bend, Indiana 46601
Phone: 574 -735 -9798 • Fax: 574 -235 -9578 • Emalt SBSJCHPC ®co.st joseph.in us
Website: http:// wwwsgosephcounVindiana .com /sjchp /index.hhrd
®001 /001
OFFICE USE ONLY -- DO NOT COMPLETE ANY ENTRIES CON7A WED IN THIS BOX » »» OFFICE USE ONLY
Date Received &Aul dM9 Application Number - 08a3 •
Past Reviews: RYES (Date of Last Review) M [] NO
Staff Approval authorized by:
Title:
Historic Commission Review Date: /// 7 au? 'W1
[�
Local Landmark 'LOCaI Historic District (Name)
E] National Landmark n National Register District (Name)
Certificate of Appropriateness:
Denied f__j Tabled E] Sent To Committee E] Approved and Issued
DATE �N
Address of Property for proposed work: S AO /dE� - �G Ae�
A Street Number and Street Name
Name of Property Owner(s) (Please Print)
Address of Property Owner(s): .5-10 ' 21 an �V� f s //V
Contractor(s) Name: A6 /- . _5rwe& 6 e
Contract Company Name: AIA
Contractor Address: Al
City /V /]fl Phone:
/ V/A
Current Use of Building:
(Single Fa— Mutti- Fam�Ty— Commercial— Government— Industrinl— Vacan! —etc.)
Q�iL/Odt`
Type of Building Construction: /N ,4L,4 AMAlP fUll-, 5TC!'S �EGM
(Wood Frame — Brick — Stone — Steel — Concrete — Other)
Proposed Work: [] In -kind ® Landscape 0 New E] Replacement ( not in - kind) E] Demolition
(more than one box may be checked) • :;&, M
Description of Proposed Work: 11VSTAL1_ 11"AC411- ori/
N �GAl //V 7"/2u�� I-iQ &
/NOTE -- T/�C I S 7 /3E 7 25-'gTE/_ 7 T,e
7557 -/- it/e 1& WovgL AW ro IWP;,o Z>1664 ,5i5- sMZ/ :74,0
/Y /
Owner /Contractor: Fax: 1A e -mall
(This office toill correspond with only one designee)
and /or
— APPLICATION REQUIREMENTS ARE LISTED ON REVERSE SIDE —
(8%3/2009) Cath erine Hostetler - RE RE: "Elm Yellows" attacking Edgewater L iberty El ms?
Director,
Historic Preservation Commission
of South Bend and St. Joseph
County, Indiana
574 235 9798
>>> "Elm Research" <info @elmresearch.org> 7/31/2009 10:35 AM >>>
Catherine,
Please send samples for testing to our lab. We require a section of the
affected branch, 6- 12 inches long and at least 1/2 inch in diameter.
Send
samples to the address below. Photos are requested. Email to this
address.
I am forwarding this note to our director and Craig Steely who does our
testing. One of them will respond.
Sincerely,
Yvonne Spalthoff
Elm Research Institute
11 Kit St.
Keene, NH 03431
- - - -- Original Message---- -
From: Catherine Hostetler [mailto:CHOSTETL @co.st - joseph.in.us]
Sent: Friday, July 31, 2009 10:03 AM
To: info @elmresearch.org
Cc: Amy Minnick; Wayne Doolittle
Subject: Fwd: "Elm Yellows" attacking Edgewater Liberty Elms?
We would appreciate a response to this inquiry so that the homeowner can
address this issue. Thank you for your help in this matter.
Catherine D. Hostetler
Director,
Historic Preservation Commission
of South Bend and St. Joseph
County, Indiana
574 235 9798
>>> "Patrick, Lynn" <Patrick @idem.IN.gov> 7/30/2009 5:01 PM >>>
Page 2,1
All - Just a heads up: Edgewater Residents may need staff - approved
CoNs
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PAGE 1 - 510 RIVER.AVE COA - ELM YELLOWS? AND PORCH RAIL. SUBMITTED 8.3.2009
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NOTE: PHOTOS TAKEN 8.3.2009
- PORCH RAIL IS VERY
SIMILAR TO OTHERS IN THE
NEIGHBORHOOD
- ONE ACROSS THE STREET
APPEARS TO BE ALMOST
EXACTLY THE SAME
- PHOTOS OF TREE @ 510
RIVER TO SHOW DAMAGE
TO TREE, POSSIBLY FROM
ELM YELLOWS, INFECTIOUS
MYCOPLASMA - IF TESTED +
TREE AND ROOTS SHOULD
BE REMOVED, ASAP.
PAGE 3 - 510 RIVER.AVE COA - ELM YELLOWS? AND PORCH RAIL. SUBMITTED 8.3.2009
THE END
STAFF REPORT
CONCERNING APPLICATION FOR A
CERTIFICATE OF APPROPRIATENESS
Date: August 5, 2009
Application Number: 2009 -0803A
Property Location: 1733 East Wayne Street
Architectural Style/Date /Architect or Builder: Dutch Colonial Revival /1927/H.ILStapp
Property Owner: , Kristine and Daniel Hatcher
Landmark or District Designation: East Wayne Street
Rating: Contributing
DESCRIPTION OF STRUCTURE/ SITE: The house at 1733 E. Wayne is a 2 storey frame
construction with a large front shed dormer set on a rectangular floor plan situated on a corner lot. It has a
gambrel roof with asphalt shingles and has molded trim on the rake board. The windows are 6/6 double
hung. The entry is a single gable canopy with open arch under, entablature and cornice details, supported
by square box columns with lattice work and a brick stoop. (See photograph #1)
ALTERATIONS: The garage 18 x 20 was built in 1949. Replacement siding (aluminum) was noted on
the 1987 survey card also as Altered, Major. The open porch on the north east comer of the house was
enclosed in 1995 (COA #1995- 1130); a 700 square foot addition was added to the north side of the house
in 2000 (COA# 2000 - 0821). The two center windows on the second storey above the entry's gable are
replacement windows. There are aluminum storm windows on the front windows. The louvered shutters
noted on the 1987 survey card are no longer there.
APPLICATION ITEMS: Replace 2 downstairs and 2 upstairs windows with more energy - efficient
windows as close to the original construction as possible. All four windows face Wayne Street.
DESCRIPTION OF PROPOSED PROJECT: The homeowners wish to completely replace the four
front windows with Pella Architect Double Hung 6/6. These windows are aluminum clad pine with
insulated low E Standard glass. The entire window systems will be removed along with the exterior
window trims. The windows will be replaced with Pella Architect Double Hung 6/6 windows and use the
AZEC composite material to replicate the exterior trim. Dave Waechter of Pella Windows will be present
at the meeting with a sample of the proposed replacement window. (See attached diagrams provided)
STANDARDS AND GUIDELINES: East Wayne Street:
C. WINDOWS AND DOORS
Window and door frames are of wood or steel (some casements) or in the case of brick structures, stone sills and
brick lintels. Where metal or vinyl siding has been applied, window trim has been covered. Storm windows are of
wood or aluminum.
Required
Original windows and doors shall be retained including sashes, lintels, sills, shutters, decorative glass, pediments,
hoods, and hardware. When deteriorated beyond repair, they shall be replaced with units and trim resembling the
original.
Recommended
Wood frame storm windows and doors painted to match the original should be used but should not damage existing
frames. If new sashes or doors are installed, the existing or original materials, design, and hardware should be used.
When metal storm doors are used, they should be painted, anodized or coated to match the existing. When awnings
are used they should be of canvas material.
Prohibited
Original doors, windows and hardware shall not be discarded when they can be restored and re -used in place. New
window and door openings which would alter the scale and proportion of the building shall not be introduced.
Inappropriate new window and door features such as aluminum insulating glass combinations that require removal
of the original windows and doors shall not be installed.
Not Recommended
Awnings, hoods, and fake shutters made of metal, vinyl, or fiberglass should not be used if they would detract from
the existing character or appearance of the building.
STAFF RECOMMENDATION: Staff has met with the homeowners on site concerning this project. It
is the Staff s opinion that the original windows can be repaired and restored as they are not deteriorated
beyond repair. The homeowners' preference is to install new.
Application
- FOR -
Certificate icate o f Appropriateness
Historic Preservation Commission of South Bend & St Joseph County
125 S. Lafayette Blvd., South Bend, Indiana 46601
Mailing Address: County -City Building, South Bend, Indiana 46601
Phone: 574 -235 -9798 • Fax: 574-235 -9578 • Email: SBSJCHPC®co st josephan.us
Website: http: / /www.s§osephcounVMdianarnm /s chp /index.html
OFFICE USE ONLY » »» DO NOT COMPLETE ANY ENTRIES CONTAINED IN 7WS Bt -X » »» OFFICE USE ONLY
Date Received 00 Application Number a
Past Reviews: [ YES (Date of Last Review) oW NO
Staff Approval authorized by:
Title:
Historic Commission Review Date: / &Z .ZUD
❑ Local Landmark Yrocal Historic District (Name)
❑ National Landmark ❑ National Register District (Name)
Certificate of Appropriateness:
❑ Denied ❑ Tabled ❑ Sent To Committee ❑ Approved and Issued
DATE
Address of Property for proposed work: L'733 E . W0,Ynt , So v &n d, z N . 4
Street Number and Street Name
Name of Property Owner(s): (Please Print) Dan! C1 I& kr lA jNS,� . r
Address of Property Owner(s): 1 '7 3 3 E. W wyAt 50Ur h a Im
Contractor(s) Name: Pella 10 r►doU4
Contract Company Name: Pel1a► 6)1
Contractor Address: 12%G E - U n t v ersi Nn, 1>1 i v e.
City : er 3:jj . 4 Phone ( 674) 2
Current Use of Building: S i Vicle Fqe na (v
(Single Family — Multi - Family — Commercial — Government — Industrial — Vacant — etc.)
Type of Building Construction: w bod frn
(Wood Frame — Brick — Stone — Steel — Concrete — Other)
Proposed Work- ❑ In -kind ❑ Landscape j o New �R Replacement (not in -kind) ❑ Demolition
(more than one box may be checked)
Description of Proposed Work: Reolqu 2 dnw uc4rn las si 4
Wig M eat tYs�ri►,_� ;�;er�#.� aS CID& +5 C ar i.lgA
Con rUt av% Qd Px4j . All 4 w' amix -Far_, Wa ne
Owner /Contractor: Fax: ( 574) 2S2 — - 2 8 er e -mail
(This of fuse will eorrespmut urith only one designee)
and /or
— APPLICATION REQUIREMENTS ARE LISTED ON REVERSE SIDE —
1733 E: Wayne, July 6, 2099
i
AimmirEcT Svititso
7— Wood Exterior
LX Double-Hung
Unit Sections
MP
FIXED
sit
1.78' flr-MMAY d *443
2 7• I 2 Ve
m " ,t ,� I \ i. �,i .ro" _J
FRAME WIDTH
vi
71113'
TRANSO%48
tl HFAP
M
IF
;Yq
Typical Joining Mullions
HOPL JOINNG MiLLION
VERTICAL JOININ7, LK1 I ION 7RAN;01 VENT
VENT,'VENT
All d.mn;*n% are appr
S". Wum 1, SK D for ltm;OtO and rem reqvuelents.
6 P414 2071 Afthil ox tv,al Ma,taj - O;vh wl - - Windows a Doom - wwvs;,Fe1?*AtiM ccm,
VERLTICA JONInG MLtLLjOI
I VENI I FIXED
ARc21TEci SERIES"
! X Double-Hung SUNG
•�— xterior
° Unit Sections
F F -- —
'
.............
S=
Z
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5
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,.� <• { *: ;;r3 dr�t:trc ; :,r;s t'rs<:y >, t..t3•?a:a .:l� C3i3 ^C; d1At:s ^^,C . y'..,A "1CC+�;ra • srse �w aw!ia F. i %R3 CL "� 649
f ARCHITECT StIRMS" ... ....
. . . ....
Aluminum EnduraCladt Exterior HUNG
LX Double-Hung
Unit Sections
,44
FIXED (I.27j
K 1`7
Z. S
HUAD
4'
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VE.RTZ& JOINNG MULUON'
VENT IVENT
aft' appummats.
hon 1n;tasojr!s warm ronfming wqjiremcnts,
Ste Wufne 5�-dlon for (no
Wr"W OP'""N'
_77, ...... .. .....
A - .
Typical Joining Mullions
6-43
_-.1, - I
HoRiWNTAI. JOWING MULLION
TRWNSO TV 1 VENT
VCR71CAI -ICNING NU LI0.4
VENT t P CXED
ARCHITECT SERIES
HUNG Aluminum EnduraClad" Exterior
LX Double -Hung
Unit Sections
I
. ........ .. .
Ij
L� ��` I
-,I IT$ I
i,
ArtaiffECT Sams" ' I
Aluminum EnduraClad Exterior
LX Double-Hung
Wood Collection
71"
-in
______jjj
A
Ell
t3
Mzm�
JI) 4 -i
Pei, 20" ArcNICC1,1 Dt"'In end vo f: • VVW
6-41
tz
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-in
______jjj
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Ell
t3
Mzm�
JI) 4 -i
Pei, 20" ArcNICC1,1 Dt"'In end vo f: • VVW
6-41
RIVI
And, taS w ith call ,rrt, A, be aurji is M the rlrui
It 047
Er 10k;R:.Yourhorres §
archita -aural style MAY be enhanced by windov%i £ �
and Oat'o doors with wood extef,ors Select Pe'la
JarChtte,t Sef:l'4' (J +tSd'1C25 are 35 a'latDie with fS!`t!:ed
and fejdy'to -paint or urfinahed woad exteriors a�
End;,raCiad' exteriors are also available. ,
A
M ?f , , UA
Series windows and pwio doors to b end tastefully
with anther Noods in your horre, 'AAH OuANY Is sought ? V
after for its vfarrn, rich color. AIM R is coveted for its
character =stir random
knots and checks. C'O ca .AS ! R will a'
give a home a sleets, contemporary look. FINE `eatures a
versatile grain pattern W- i t's the perfect bldnk taiwasfor
fin shinag n a variety of stain and paint colors"
re „tdd,tti 3r. Pc' a st.ir,ciatct f.tr :stare zar =lection, you +:an make a
persoflal t„`vv< StdternieA 'bkath ,E.
the f h. rdwafe avad;lb:a to bf ffhnder
for c "azeptsra aal beauty ,nki rlurab.!,ty, r.xh niece is cast to solid
bronze and ,s ,Avwl 'r+ c dwerse faa?e'te ;>f striking fwi' hes, from
to cantc!IAP fsry ${Ik 9 fur Pella% h:,fdv.afm nptirnc
l
i F, ;,t, A , 'I , s , €'.::, 4 , Architect Seed
double•'turig windows feature a w-de bottom rail and
nai:u,v,neck fail that ovate the look of the frost
4rs'v j ?Ft vt.ndoAs o yeitPtd Natural wood interiors
blend seym =nssiy voila ynur home's tvood'.
• .. i•,., ,;.,. ., ..-.. �. .. ., < „ „ „<y •',.r .w .. .a >. .. .r..c.a .x>N
z, }4 I
Er 10k;R:.Yourhorres §
archita -aural style MAY be enhanced by windov%i £ �
and Oat'o doors with wood extef,ors Select Pe'la
JarChtte,t Sef:l'4' (J +tSd'1C25 are 35 a'latDie with fS!`t!:ed
and fejdy'to -paint or urfinahed woad exteriors a�
End;,raCiad' exteriors are also available. ,
A
M ?f , , UA
Series windows and pwio doors to b end tastefully
with anther Noods in your horre, 'AAH OuANY Is sought ? V
after for its vfarrn, rich color. AIM R is coveted for its
character =stir random
knots and checks. C'O ca .AS ! R will a'
give a home a sleets, contemporary look. FINE `eatures a
versatile grain pattern W- i t's the perfect bldnk taiwasfor
fin shinag n a variety of stain and paint colors"
re „tdd,tti 3r. Pc' a st.ir,ciatct f.tr :stare zar =lection, you +:an make a
persoflal t„`vv< StdternieA 'bkath ,E.
the f h. rdwafe avad;lb:a to bf ffhnder
for c "azeptsra aal beauty ,nki rlurab.!,ty, r.xh niece is cast to solid
bronze and ,s ,Avwl 'r+ c dwerse faa?e'te ;>f striking fwi' hes, from
to cantc!IAP fsry ${Ik 9 fur Pella% h:,fdv.afm nptirnc
l
i F, ;,t, A , 'I , s , €'.::, 4 , Architect Seed
double•'turig windows feature a w-de bottom rail and
nai:u,v,neck fail that ovate the look of the frost
4rs'v j ?Ft vt.ndoAs o yeitPtd Natural wood interiors
blend seym =nssiy voila ynur home's tvood'.
• .. i•,., ,;.,. ., ..-.. �. .. ., < „ „ „<y •',.r .w .. .a >. .. .r..c.a .x>N
re „tdd,tti 3r. Pc' a st.ir,ciatct f.tr :stare zar =lection, you +:an make a
persoflal t„`vv< StdternieA 'bkath ,E.
the f h. rdwafe avad;lb:a to bf ffhnder
for c "azeptsra aal beauty ,nki rlurab.!,ty, r.xh niece is cast to solid
bronze and ,s ,Avwl 'r+ c dwerse faa?e'te ;>f striking fwi' hes, from
to cantc!IAP fsry ${Ik 9 fur Pella% h:,fdv.afm nptirnc
l
i F, ;,t, A , 'I , s , €'.::, 4 , Architect Seed
double•'turig windows feature a w-de bottom rail and
nai:u,v,neck fail that ovate the look of the frost
4rs'v j ?Ft vt.ndoAs o yeitPtd Natural wood interiors
blend seym =nssiy voila ynur home's tvood'.
• .. i•,., ,;.,. ., ..-.. �. .. ., < „ „ „<y •',.r .w .. .a >. .. .r..c.a .x>N
Location Budget as of 07 -31 -2009
Note: Includes transactions after the last posted date of 07 -01.2009.
Fund: 001 County General for 01101/2009 thru 07/31/2009
Loc: 037 Historic Preservation
Account
Unencumbered
Original
Addt'I /Adj
Total
Balance /Percent
Object
Description
Appropriation
Appropriation
Appropriation
Encumbrance
11075
Deputy Director
30,000.00
(28,731.00)
1,269.00
0.00
000
General GovT.
17,239.95
57.47
57.47
11309
Historic Preservation Admin.
36,050.00
0.00
36,050.00
0.00
000
General GovT.
100.29
16.00
16.00
11428
Part Time (Hrly)
0.00
30,000.00
30,000.00
0.00
000
General Gov'T.
300.00
100.00
100.00
10000
Totals """'"' " """ '*"""
66,050.00
1,269.00
67,319.00
0.00
21030
Office Supplies
500.00
126.90
626.90
0.00
000
General Gov T.
100.00
100.00
100.00
22010
Gas Oil & Lubricants
880.00
(300.00)
580.00
0.00
000
General Gov'T.
264.17
82.55
82.55
22120
Garage & Motor Supplies
700.00
(400.00)
300.00
0.00
000
General GovT.
718.58
62.81
62.81
20000
Totals'
'**" 2,080.00
(573.10)
1,506.90
0.00
31070
Other Contractual Services
24,500.00
2,000.00
26,500.00
0.00
000
General GovT.
32020
Travel
500.00
(400.00)
100.00
0.00
000
General GovT.
32050
Instruction & Training
900.00
(400.00)
500.00
0.00
000
General GovT.
32053
Public Relations
1,320.00
(1,000.00)
320.00
0.00
000
General GovT.
32200
Telephone '
160.00
0.00
160.00
0.00
000
General GovT.
32350
Postage
1,594.00
(450.00)
1,144.00
0.00
000
General Gov'T.
Saint Joseph County
User ID ksobecki 08/04/2009 10:48 AM Page 55
Unencumbered
Unexpended
Expenditure
Balance/Percent
Balance /Percent
1,268.96
0.04
0.04
0.00
0.00
20,798.10
15,251.90
15,251.90
42.31
42.31
12,760.05
17,239.95
17,239.95
57.47
57.47
34,827.11
32,491.89
32,491.89
48.27
48.27
526.61
100.29
100.29
16.00
16.00
229.00
351.00
351.00
60.52
60.52
0.00
300.00
300.00
100.00
100.00
755.61 •
751.29
751.29
49.86
49.86
15, 554.00
10, 946.00
10, 946.00
41.31
41.31
0.00
100.00
100.00
100.00
100.00
0.00
500.00
500.00
100.00
100.00
55.83
264.17
264.17
82.55
82.55
0.00
160.00
160.00
100.00
100.00
425.42
718.58
718.58
62.81
62.81
User ID ksobecki 08/04/2009 10:48 AM Page 55
Location Budget as of 07 -31 -2009
Note: Includes transactions after the last posted date of 07 -01 -2009.
Unencumbered
Fund: 001 County General for 01101/2009 thru 07/31/2009
Encumbrance
Expenditure
Balance /Percent
Loc: 037 Historic Preservation
0.00
51.39
248.61
Account
Original
Addt'I /Adj
Total
Object Description
Appropriation
Appropriation
Appropriation
33010 Publication Of Legal Notices
300.00
0.00
300.00
000 General GovT.
0.00
0.00
300.00
33100 Printing
700.00
0.00
700.00
000 General Gov'T.
0.00
130.00
170.00
37100 Auto Lease
300.00
0.00
300.00
000 General GovT.
0.00
0.00
400.00
39010 Dues & Subscription
300.00
0.00
300.00
000 General GovT.
0.00
16,255.64
14,468.36
39750 Data Processing
400.00
0.00
400.00
000 General Gov'T.
0.00
51,838.36
47,711.54
30000 Totals
30,974.00
(250.00)
30,724.00
Location Totals " " " "* 99,104.00 445.90 99,549.90
Investment Accounts
Transfer Accounts
User ID ksobecki 08/04/2009 10:48 AM
Saint Joseph County
Page 56
Unencumbered
Unexpended
Encumbrance
Expenditure
Balance /Percent
Balance /Percent
0.00
51.39
248.61
248.61
82.87
82.87
0.00
39.00
661.00
661.00
94.43
94.43
0.00
0.00
300.00
300.00
100.00
100.00
0.00
130.00
170.00
170.00
56.67
56.67
0.00
0.00
400.00
400.00
100.00
100.00
0.00
16,255.64
14,468.36
14,468.36
47.09
47.09
0.00
51,838.36
47,711.54
47,711.54
47.93
47.93
0.00
0.00
51,838.36
Page 56
Location Budget as of 07 -31 -2009
Note: Includes transactions after the last posted date of 07 -01 -2009.
Fund: 013 County Special Gifts for 01/01/2009 thru 07/31/2009
Loc: 037 Historic Preservation
Account
Unencumbered
Original
AddYUAdj
Total
Balance /Percent
Object
Description
Appropriation
Appropriation
Appropriation
Encumbrance
00000
Gen Gov't
0.00
9,368.25
9,368.25
0.00
000 •
General Gov7.
2,418.00
100.00
100.00
00000
Totals **""• "'• - " "
0.00
9,368.25
9,368.25
0.00
23240
Other Supplies
0.00
2,418.00
2,418.00
0.00
000
General Gov'T.
0.00
20000
Totals "'*" " "'*"* *
0.00
2,418.00
2,418.00
0.00
Location Totals "'"' ""*""""""'•
0.00
11,786.25
11,786.25
0.00
Investment Accounts
Transfer Accounts
Saint Joseph County
User ID ksobecki 08/04/2009 11:11 AM Page 12
Unencumbered
Unexpended
Expenditure
Balance /Percent
Balance /Percent
0.00
9,368.25
9,368.25
100.00
100.00
0.00
9,368.25
9,368.25
100.00
, 100.00
0.00
2,418.00_
2,418.00
100.00
100.00
0.00
2,418.00
2,418.00
100.00
100.00
0.00
11,786.25
11,786.25
100.00
100.00
0.00
0.00
0.00
User ID ksobecki 08/04/2009 11:11 AM Page 12
STAFF APPROVALS
JULY, 2009
July 1 713 Arch Street Tear Off & Re -roof of porch to match
house
July 2 513 River Avenue Tear -off and Re -roof
July 10 Leeper Park East In -kind Replace/Repair Reservoir roof
and fascia
July 13 8037orest Replace shingles, decking, gutters &
re -flash Around southeast dormer
July 16 117 W.No.shore Tear -off and re -roof house & garage
July 21 933 Riverside Tear -off and re -roof; repair decking
Install ice shield & new drip edge
f.h
STAFF APPROVALS
JULY, 2009
July 1 713 Arch Street
July 2 513 River Avenue
July 10 Leeper Park East
July 13 803 Forest
July 16 117 W.No.shore
July 21 933 Riverside
Tear Off & Re -roof of porch to match
house
Tear -off and Re -roof
In -kind Replace/Repair Reservoir roof
and fascia
Replace shingles, decking, gutters &
re -flash Around southeast dormer
Tear -off and re -roof house & garage
Tear -off and re -roof; repair decking
Install ice shield & new drip edge
Director's Report
August 2009
July 21 Arranged meeting'with SBCSC and Hebard & Hebard with
Commissioners at Monroe School. Discussed the photographic requirements
for Marquette School National Register nomination with Frank Hurdis.
July 22 Prepared 2010 Budget for Department.
July 23 Commissioners meeting at Monroe School for recommendations
on slate, windows and masonry coatings.
July 24 106 Review site visits in Lakeville and North Liberty. Meeting
with Jerry Niezgodski, Treasurer concerning the Department's
Location/Budget reports and process.
July 27 On site inspection with Gibson and Lewis on the 1855 Court
House windows and the use of the Abbatron product line. Attended Heather
Willis Neal's presentation at the St. Joseph County Library on Indiana's
Open Door Policy and how it applies to the HPC.
July 29 Meeting with Mr. Bickle for the re- submission of their COA
application for replacement windows at 1704 East Wayne.
August 3 Meeting with County Commissioner Dave Thomas on current
and 2010 Department Budget. On site meeting with Jason Cook of Blue and
Gold Homes concerning the removal of the front porch at 326 W. Marion in
the Chapin Park LHD. Provided him and the homeowner with the Standards
and Guidelines for Chapin Park and advice as to how to reinstall the porch.
August 5 Met with Mike Szymanski of the SBCSC Service Department for
the submission of the in -kind replacement of the wood doors at Jefferson
School. Arranged for permission to review blue prints /architectural drawings
for Marquette School at the Service Department.
August 6 &7 Vacation Days.
August 10 Attended the Finance Committee meeting for the Northern
Indiana Center for History; researched the fagade easement for the Oliver
Inn, prepared 106 Reviews, on site visits to Jefferson School and 1041
Riverside Drive.
August 11 Luncheon meeting and tour with Professor Krupali Uplekar of
Notre Dame for possible sites for study for her fall Preservation Class.
August 12 Accepted Amy Minnick's resignation as Assistant Director and
requested that Queenie Evans, Human Resources Director for St. Joseph
County, post the position. Received notification from Patty Godsey,
Administrative Assistant to the County Commissioners, that the County
Commissioners must approve all job postings prior to their release.
August 13 Brief meeting with Jeff Gibney about Downtown development
and the LaSalle Hotel. David Relos is being hired on to work on those
projects. Also met with Sue Solmos concerning the positioning of our historic
neighborhoods within her programs.
St. Paul Lutheran Church Cemetery
15697 New Road, Madison Township
Proposed Historic Landmark
Landmark Nomination
Sandy Hochstetler, Secretary and Karl Andrew Brenner, Pastor Loci, cosigned a letter
requesting that the HPC consider historic landmark status. The letter is dated May 31,
2009.
Location
The cemetery property is approximately 250 -300 yards from the intersection of New
Road and Rt. 331. The cemetery is located on the south side of New Road, and St. Paul's
Lutheran Church is located to the west of the site, on the north side of New Road.
Despite this, the church and cemetery share the same address. Per the St. Joseph County
Road numbering and address system, 15697 specifically corresponds to the (as it is an
odd number) a property on the north side of an east /west road.
The 1875 St. Joseph County atlas shows the church and cemetery on Page 69. (Included)
Section 22, Township 36N, Range 3E
Indiana Historic Sites and Structures Survey Rating
The Interim Report published in June 2006 rated the St. Paul Lutheran Church Cemetery
as Contributing:
032 C St. Paul Lutheran Church Cemetery;
15697 New Rd.; c.1845- present; Exploration /Settlement, Religion
Context
The congregation of St. Paul's Lutheran Church began meeting as a religious community
in 1846, and was formally organized as a congregation in 1851. Although it is assumed
that burials were taking place, records are non existent. The presumption though is that
burials began circa 1851 -1854, though the land was not deeded as a cemetery until 1862.
The 1875 St. Joseph County Atlas show the plot essentially as it appears today. Church
death records begin in 1898.
Recommendation
The St. Paul's Lutheran Church cemetery is recommended for designation as a Local
Landmark based on the following criteria:
1. Its suitability for preservation; and
2. Its cultural and educational value.
The cemetery fulfills criteria #1 in that the site is in good shape and the landscape is well
maintained. It does not appear that any of the stones are suffering any damage other
than typical weathering, although the application to the state registry suggests that they
do find occasional vandalism. Also, a recent road improvement project on New Road
has some congregants and officials concerned about the cemetery's proximity to the soft
shoulder on the side of the road. While landmark status would not specifically dictate
set backs or other matters with any future road work, it will allow the F PC and the
church a voice in the conversation.
The cemetery fulfills criteria #2 in that it is the resting place of a number of prominent
families that helped to settle Madison Township. The burials also provide information
and context about religious reformation as the burials reflect the time both before and
after this German community divided between the Lutheran and Reformed religious
communities. The cemetery is also the burial site of several veterans of United States
Armed Forces, including veterans of the Civil War.
Also, there are a number of other cemeteries in the County that are Local Landmarks
and date to a similar time.
Byrkit Cemet
=: ::; :s a °y ariBiisk Ceme �a.
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rcr county. The 6rrt school -house was built on the Bennett form, the 'ad at Woodland. 16 r o ^ G = • . , °
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, -4 w, •+[•'�d,rl 69 ` tin
e year on the sanie section. Robert Kennedy arrived in r833, and built -his cabin on leiticn v ✓.c.
David Ringle and his sons, Samuel and Levi., came in 18 33 or 4, and . pirahed their cabins on L5
ion 14. The first school -house was a log:tructun up agar the grave - yarn and Robert Reb+ �'fhlr, C• I P !/ e pp E i #'hi4me 1 .
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STAFF APPROVALS
JULY, 2009
July 1 713 Arch Street
July 2 513 River Avenue
July 10 Leeper Park East
July 13 803 Forest
July 16 117 W.No.shore
July 21 933 Riverside
Tear Off & Re -roof of porch to match
house
Tear -off and Re -roof
In -kind Replace/Repair Reservoir roof
and fascia
Replace shingles, decking, gutters &
re -flash Around southeast dormer
Tear -off and re -roof house & garage
Tear -off and re -roof; repair decking
Install ice shield & new drip edge
6 =
STAFF APPROVALS
JULY, 2009
July 1 713 Arch Street
July 2 513 River Avenue
July 10 Leeper Park East
July 13 803 Forest
July 16 117 W.No.shore
July 21 933 Riverside
Tear Off & Re -roof of porch to match
house
Tear -off and Re -roof
In -kind Replace/Repair Reservoir roof
and fascia
Replace shingles, decking, gutters &
re -flash Around southeast dormer
Tear -off and re -roof house & garage
Tear -off and re -roof; repair decking
Install ice shield & new drip edge
«j.
St. Paul Lutheran Church Cemetery
15697 New Road, Madison Township
Proposed Historic Landmark
Landmark Nomination
Sandy Hochstetler, Secretary and Karl Andrew Brenner, Pastor Loci, cosigned a letter
requesting that the HPC consider historic landmark status. The letter is dated May 31,
2009.
Location
The cemetery property is approximately 250 -300 yards from the intersection of New
Road and Rt. 331. The cemetery is located on the south side of New Road, and St. Paul's
Lutheran Church is located to the west of the site, on the north side of New Road.
Despite this, the church and cemetery share the same address. Per the St. Joseph County
Road numbering and address system, 15697 specifically corresponds to the (as it is an
odd number) a property on the north side of an east /west road.
The 1875 St. Joseph County atlas shows the church and cemetery on Page 69. (Included)
Section 22, Township 36N, Range 3E
Indiana Historic Sites and Structures Survey Rating
The Interim Report published in June 2006 rated the St. Paul Lutheran Church Cemetery
as Contributing:
032 C St. Paul Lutheran Church Cemetery;
15697 New Rd.; c.1845- present; Exploration /Settlement, Religion
Context
The congregation of St. Paul's Lutheran Church began meeting as a religious community
in 1846, and was formally organized as a congregation in 1851. Although it is assumed
that burials were taking place, records are non existent. The presumption though is that
burials began circa 1851 -1854, though the land was not deeded as a cemetery until 1862.
The 1875 St. Joseph County Atlas show the plot essentially as it appears today. Church
death records begin in 1898.
Recommendation
The St. Paul's Lutheran Church cemetery is recommended for designation as a Local
Landmark based on the following criteria:
1. Its suitability for preservation; and
2. Its cultural and educational value.
The cemetery fulfills criteria #1 in that the site is in good shape and the landscape is well
maintained. It does not appear that any of the stones are suffering any damage other
than typical weathering, although the application to the state registry suggests that they
do find occasional vandalism. Also, a recent road improvement project on New Road
has some congregants and officials concerned about the cemetery's proximity to the soft
shoulder on the side of the road. While landmark status would not specifically dictate
set backs or other matters with any future road work, it will allow the HPC and the
church a voice in the conversation.
The cemetery fulfills criteria #2 in that it is the resting place of a number of prominent
families that helped to settle Madison Township. The burials also provide information
and context about religious reformation as the burials reflect the time both before and
after this German community divided between the Lutheran and Reformed religious
communities. The cemetery is also the burial site of several veterans of United States
Armed Forces, including veterans of the Civil War.
Also, there are a number of other cemeteries in the County that are Local Landmarks
and date to a similar time.
Byrkit Cemetery
anus Ir1c:.0 e F
srz�
Lsm
Cripe -Witter Cemetery
°x °E[itz�er�tlollirsheadCi tt {
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Ullery Cemetery
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ri and Mr. Bennett were the first -Justices. The Rtst iiw -suit warhold is Mead's tioutc ~M , —j y +^ ^�
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6 1 ■
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SOUTH BEND & SAINT JOSEPH COUNTY
HISTORIC PRESERVATION COMMISSION
August 17, 2009 MEETING
GUESTS: PLEASE SIGN THIS LIST SO THAT
YOUR PRESENCE CAN BE NOTED FOR OUR
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MINUTES OF A MEETING OF THE
HISTORIC PRESERVATION COMMISSION OF SOUTH BEND &
ST. JOSEPH COUNTY
August 17, 2009
13'' Floor Conference Room
County City Building
South Bend, IN 46601
President Klusczinski called the meeting to order at 7:01
Members Present: Timothy S. Klusczinski, Todd Zeiger, David Sassano and Lynn Patrick
Staff Present: Larry Meteiver, Attorney; Amy Minnick, Assistant Director, Catherine Hostetler,
Director
Staff Absent: None
Members Absent: Jerry Niezgodski, Linda Riley
Members of the Public: Brenda Bickel, David Bickel, James Schmiedeler, Patrick Henthom,
Kristine Hatcher, Dave Waechter, Georges Enderle, John Axelberg
PUBLIC HEARING:
STAFF REPORT
CONCERNING APPLICATION FOR A
CERTIFICATE OF APPROPRIATENESS
Date: August 5, 2009
Application Number:
Property Location:
Architectural Style/Date
Property Owner:
Landmark or District Designation:
Rating:
2009- 0706C -with waiver
1704 East Wayne Street
Split Level/1953
Brenda and David Bickel
East Wayne Street
Non - Contributing
DESCRIPTION OF STRUCTURE/ SITE:
1704 E. Wayne is a two storey frame home with a brick fagade on the first storey and vinyl
"clapboard" siding on the second storey and the remaining three sides of the house.. The house
has a rectangular plan. The gable roof is covered with asphalt shingles and simple raking trim.
The first storey has a large front picture window with double 4 light casements in wood frames
with limestone sills. There are paired 4 light casements on the 2nd floor. There is a side brick
chimney. The entry has a shed canopy supported by turned wood columns and railings set upon
a concrete stoop. There is one storey gable roof side wing. There is a detached garage with
siding and a gable roof with asphalt shingles.
ALTERATIONS:
The wrought iron posts and railings have been replaced with wood. The vinyl siding on the three
sides of the house and second storey on the front of the house as well as the vinyl wrapping of all
of the windows have been added.
APPLICATION ITEMS:
15 solid vinyl replacement windows (15 openings). We are not modifying any openings. Large
picture is NOT included. The grids /muntins will be colonial style, nothing matches our current
pattern nor can we get anything to match per contractor. The goal of the project is to: 1. Increase
the individual 5 sq ft opening of the windows (Fire Hazard for the second floor). The windows
are not easy to open, the storms and screens are held into place by 4 screws that require pliers and
a screwdriver to remove. The steel bar in the middle of the window doesn't allow for a larger
person to exit quickly. 2. Reduce mold, mildew and moisture on the window pane, sill, jamb and
head surrounding interior walls. 3. Insulate windows to increase energy savings and lower
heating and cooling bills. 4. Not modify current window openings. 5. Make an Eco- Friendly
choice with a vinyl product. Because vinyl never needs to be painted, it helps eliminate paint,
stain and other maintenance - related products form entering the waste stream or releasing volatile
organic compounds into the atmosphere. Also, vinyl resin is derived largely from common salt- a
sustainable and a bundant natural resource.
Source: "A Clear View. Vinyl Window and the Environment "
DESCRIPTION OF PROPOSED PROJECT:
The homeowners wish to completely replace all of the metal casement windows in the home with
solid vinyl double hung windows from Richards Building Supply Company to approximate the
muntin pattern of the original windows. Insulate the jambs, install 13 new double hung window
units, install 1 new pre mulled combination DH -P -DA Window Unit to be 25- 50 -25; Install 1 new
twin, premulled double hung window unit; all new window units to have colonial muntins, both
lights, excluding only picture window units; install new wood blind stops to inside; re -wrap all
outside casings and sills with new aluminum. The proposed windows will have flat muntins
between the panes of glass.
STANDARDS AND GUIDELINES: East Wayne Street:
C. WINDOWS AND D OORS
Window and door frames are of wood or steel (some casements) or in the case of brick structures,
stone sills and brick lintels. Where metal or vinyl siding has been applied, window trim has been
covered. Storm windows are of wood or aluminum.
Required
Original windows and doors shall be retained including sashes, lintels, sills, shutters, decorative
glass, pediments, hoods, and hardware. When deteriorated beyond repair, they shall be replaced
with units and trim resembling the original.
Recommended
Wood frame storm windows and doors painted to match the original should be used but should
not damage existing frames. If new sashes or doors are installed, the existing or original
materials, design, and hardware should be used. When metal storm doors are used, they should be
painted, anodized or coated to match the existing. When awnings are used they should be of
canvas material.
Prohibited
Original doors, windows and hardware shall not be discarded when they can be restored and re-
used in place. New window and door openings which would alter the scale and proportion of the
building shall not be introduced. Inappropriate new window and door features such as aluminum
insulating glass combinations that require removal of the original windows and doors shall not be
installed.
N
Not Recommended
Awnings, hoods, and fake shutters made of metal, vinyl, or fiberglass should not be used if they
would detract from the existing character or appearance of the building.
STAFF RECOMMENDATION:
The casement steel windows have clearly deteriorated on the interior. The Preservation Specialist
feels that the casements windows could be re- conditioned and fitted with invisible interior storms.
The homeowner has complied with the Commissioners' request to address their concerns about
the use of the two panel slider as an egress and has detailed where each of the replacement
windows would be located. The homeowner has demonstrated that the replacement windows will
replicate as closely as possible the current windows. The exceptions are the double hung window
proposed for the west side lower level and the sliding window for east side lower window
replacement option. The double hung window will be located in the rear of the house and not
visible from the street. The homeowner stated that sliding window proposed on the east lower
level is the closest to what can be done for an operational window without going to a casement
for $1500.00 and that this window is partially obscured by trees and bushes.
Motion to approve as amended *:
Made: Lynn Patrick Second: David Sassano Vote: 4 -0
*Muntins will not be "colonial" style. Petitioners found more suitable pattern that more
closely replicates the original lites.
STAFF REPORT
CONCERNING APPLICATION FOR A
CERTIFICATE OF APPROPRIATENESS
Date: August 4, 2008
Application Number: 2009 -0731
Property Location: 1611 E. Wayne Street
Architectural Style/Date /Architect or Builder: Renaissance Revival/1929/H. R.
Stapp/Whitcomb &Keller
Property Owner: James P. Schmiedeler and Renee Marie LaReau
District Designation: East Wayne Street
Rating: Significant
DESCRIPTION OF STRUCTURE/ SITE:
This two storey brick Renaissance Revival home has the original tile roof and features brick
quoins, Corinthian columns between the front arched windows, leaded glass windows flank the
decorative doorway molding. See Photo #1
ALTERATIONS:
The side porch was enclosed and the garage added around 1951. There are aluminum storm
windows and storm door on front of house and five replacement fixed single pane windows. In
2008 per COA #2008 -0904, 9 double hung windows, 5 vinyl picture windows and 1 hinged wood
window were replaced with Marvin Insert wood windows; 3 double hung front second storey
windows were replaced with Marvin wood sash -pacs and the front storm door was replaced with
a Larson full view storm un almond.
APPLICATION ITEMS:
Demolition of swimming pool in backyard. Fill with sand and topsoil. Remove section of fence
from garage to the rear of the house along the driveway. Neither the fence nor the pool is original
to the property or visible from the street.
DESCRIPTION OF PROPOSED PROJECT:
Per attached detailed explanation the homeowners wisli to have Foegley Landscape, Inc. remove
the non - original swimming pool at the rear of the house and return that space to lawn retaining
the brick paver surround. The also wish to remove the non - original deteriorating stockade style
fence between the house and garage. Foegley will remove all debris from site.
STANDARDS AND GUIDELINES:
B. BUILDING SITE, LANDSCAPING AND ACCESSORIES
Individual properties in the district are characterized by a house located in the center of a flat
lawn, often divided by a walk leading to the front entrance. Several of the residences are sited on
two or more building lots; however, the preponderance of the homes have been erected on a
single lot. Most of the properties include a double garage, usually located at the rear of the
property. The majority of garages are accessed from straight driveways leading from the main
thoroughfare, while a few are accessed from the alley. There are also a few homes with a covered
carport located at the rear of the property, as well as a few with circular driveways. Driveway and
sidewalk materials include concrete, asphalt and brick. All of the properties have trees and most
have trimmed shrubbery and/or hedges. of the houses conform to a uniform setback line
within each block
Required
Major landscaping items, fencing, walkways, private yard lights, signs (house numbers) and
benches which reflect the property's history and development shall be retained. Dominant land
contours shall be retained. Structures such as gazebos, patio decks, fixed barbecue pits,
swimming pools, tennis courts, greenhouses, new walls, fountains, fixed garden furniture,
trellises and other similar structures shall be compatible to the historic character of the site and
the neighborhood and inconspicuous when viewed from a public walkway.
Recommended
New site work should be based upon actual knowledge of the past appearance of the property
found in photographs, drawings and newspapers. New site work should be appropriate to existing
surrounding site elements in scale, type and appearance. Plant materials and trees in close
proximity to the building that are causing deterioration to the building's historic fabric should be
removed. However, trees and plant materials that must be removed should be immediately
replaced by suitable flora. All high intensity security lights should be approved by the Historic
Preservation Commission.
Prohibited
No changes may be made to the appearance of the site by removing major landscaping items,
trees, fencing, walkways, outbuildings or other elements before evaluating their importance to the
property's history and development. Front yard areas shall not be transformed into parking lots
nor paved nor blacktopped. Front yard areas shall not be fenced and fences shall not extend
forward beyond the setback line of the house. The installation of unsightly devices such as
television reception dishes and solar collectors shall not be permitted in areas where they can be
viewed from the public thoroughfare.
Not Recommended
Telephone or utility poles with high - intensity overhead lights should be installed so that they
cannot be seen from the thoroughfare.
4
STAFF RECOMMENDATION:
Staff recommends approval of the removal of the non - original features: the in- ground pool and
stockade fencing between the house and garage at the rear of the house and the replacement of the
pool with sod. -
Motion to approve as presented:
Made: Todd Zeiger Second: Lynn Patrick Vote: 4 -0
STAFF REPORT
CONCERNING APPLICATION FOR A
CERTIFICATE OF APPROPRIATENESS
Date: August 4, 2009
Application Number: 2009 -0731A
Property Location: River Bank at Intersection of Lafayette & W. North Shore
Architectural Style/Date /Architect or Builder: Non - Applicable
Property Owner: City of South Bend
District Designation: West North Shore
Rating: Not rated
DESCRIPTION OF STRUCTURE/ SITE:
The land is located on the south side of the T intersection of Lafayette and West North Shore
Drive between the St. Joseph River and W. North Shore Blvd. The site is grass covered with
trees and shrub plantings; a metal barricade and a timber pole with directional signage are also
present. See photographs in Exhibit #1
ALTERATIONS:
The addition of the man -made materials: barricade timber post with signage.
APPLICATION ITEMS:
Install a stainless steel single access control cabinet approximately 3'x5' with a small attached
radio antenna behind the shrub located behind the timber pole and barricade.
DESCRIPTION OF PROPOSED PROJECT:
The City of South Bend Public Works Department proposes to install a 3'x5' cabinet to house
controls and monitoring devices to regulate the flow of Combined Sewer Overflow toward the
sewage treatment plant instead of to the river. The cabinet will be installed on a poured concrete
slab behind the shrubbery. See attached project specifications and site plans.
STANDARDS AND GUIDELINES:
I. THE ENVIRONMENT
The West North Shore Drive residential neighborhood from Michigan Avenue to Iroquois
Avenue has a distinctive and valuable character. The external appearance of the river and
street, homes, and yards communicates and reflects the fact that for over half a century it
has been and still is a comfortable residential neighborhood. All of the architectural and
charming character of West North Shore Drive has been preserved. The homes are generally
architecturally and historically distinctive, large and located on ample lots.
A. THE NEIGHBORHOOD AND THE RIVER
The intimate relationship of the St. Joseph River to this residential neighborhood and to each
individual home should be preserved. At present residents, visitors, and passers -by drink in the
delights of the
River - its Swift, unimpeded current, its substantial breadth and its banks of verdant natural
growth. The erection of high walls or other artificial barriers to the enjoyment of the scenic River
must be prohibited.
Parking on the river side of North Shore Drive must be prohibited.
If erosion control efforts become necessary to preserve the river banks, they must involve
processes and material consistent with natural beauty of the banks. Poured concrete, concrete
slabs, concrete building blocks or other unsightly material must be avoided.
The development of boat landings, access points, scenic overlooks, or terraces should be done in
such a way as to preserve the natural beauty of the river and banks. Grass clippings and leaves
should be placed on the bank so as to induce building up the bank. They must not detract from the
beauty of the bank. Unsightly brush and weeds must be eliminated. Dead or diseased trees and
branches should be removed.
STAFF RECOMMENDATION: Staff recommends approval. The proposed stainless steel
cabinet will be installed on a concrete pad in an area that is below street grade and further
shielded from view by a large bush.
Motion to approve as presented:
Made: Todd Zeiger Second: Lynn Patrick Vote: 4 -0
STAFF REPORT
CONCERNING APPLICATION FOR A
CERTIFICATE OF APPROPRIATENESS
Date: August 3, 2009
Application Number: 2009 -0731B
Property Location: 1501 East Wayne Street North
Architectural Style/Date /Architect:Tudor Revival/1926/ILR.Stapp/Whitcomb &Keller
Property Owner: John Axelberg and Alice McLane
District Designation: East Wayne Street
Rating: Contributing
DESCRIPTION OF STRUCTURE/ SITE:
The home is a two storey brick faced frame structure set on a rectangular plan with a gable roof,
plain raking board covered with synthetic slate shingles. The windows are casements, paired with
wood casings and original storms. There are eyebrow wall dormers at the second floor in the
front and rear of the house. There are brick chimneys at either end of the main portion of the
house. The Entry has a steep gable roof; plain rake board articulated at the eaves ends with
exposed rafter tails, simple entablature detail and iron balcony railing above entry door. There is
a south side shed roof wing with paired double hung arched windows flanked by attenuated
double hung brick header course sills. There is an east side one storey flat roof wing with second
floor access door to roof, the rear porch below has a plain round wood support column. The
house is situated on a corner lot of Wayne and Twyckenham. (See photo pages 1 & 2)
ALTERATIONS:
The two car brick garage was built in 1949. The brick half walls between the house and garage
may have been added then along with the wrought iron arch way with lantern. The slate roof was
replaced with facsimile slate in 2004 along with new copper gutters and downspouts. The wood
balustrade on the rear (east) porch was removed after 1987. Limestone landscaping features, patio
and pathways in the rear has been added after 1987. An aluminum "wrought iron" fence encloses
the yard along the east and south yard.
2
APPLICATION ITEMS:
Rebuild brick columns. Install wrought iron gate. Remove wrought iron arch and install lanterns
atop columns. (See photos 3 & 4) Replace balcony railing.
DESCRIPTION OF PROPOSED PROJECT:
The homeowners proposes to re -point the brick pillars, install Arroyo Craftsman lantern lighting
on top of the pillars after removing the wrought iron arch with pendant lantern. (Located on the
west/front of house obscured by trees and shrubbery from the street -see photo page #1) They also
propose to install a 36 "x50 +" custom gate (See Illustration #1) in wrought iron between the brick
pillars. They also propose to re- install a railing around the deck of the second floor rear porch
(See Illustration #2). The balustrade is to be crafted from kiln dried lumber (See Illustration #3)
using 1 1 /2 "xl 1/2" balusters and an upper railing 3"x2 "x11 /2" set between baluster columns of
varied heights and topped with wood or copper pyramidal caps. The balustrade will be painted.
STANDARDS AND GUIDELINES: East Wayne Street:
D. ENTRANCES, PORCHES AND STEPS
Most houses in the district have small open porches at the main entrance. Stoops and small patios
also are in evidence. Of those porches that have roofs, many have either hip or gable roofs or are
covered by the main roof of the house. Columned porticos, porches with broken pediments or
turrets, and other porch forms characteristic of the Period Revival styles are also found in the
district.
Required
Existing or original porches, stoops, patios and steps, including handrails, balusters, columns,
brackets, tiles and roof decorations, shall be retained or replaced by replicas of the same design
and materials when deteriorated beyond repair. Porches and additions reflecting later architectural
styles and which are important to the building's historical integrity shall be retained.
Recommended
When enclosing porches for heat conservation or for other reasons, it should be done in a manner
that does not alter the architectural or historical character of the building.
Prohibited
Front porches, stoops, patios and steps that are important to the building's style and development
shall not be altered or removed.
Not Recommended
Original porch details should not be replaced with materials representing an earlier period or style
from the original.
III. NEW CONSTRUCTION
New construction includes any new building or structure constructed within the boundaries of the
historic district, or any new addition to an existing building. New construction should be designed
considering the appearance of the other buildings in the neighborhood.
A. HEIGHT AND PROPORTION
The majority of structures in the district are two stories high and are square, rectangular, or
irregular in plan. There are a few story- and -a -half residences. The prevalent facade proportions
are between a 1:1 and a 1:2 height -to -width ratio.
Required
The height of a new structure and its height -to -width proportions shall be consistent with adjacent
buildings in the district. The building height shall be no greater than that of the tallest existing
structure and no less than that of the lowest existing structure of the same type in the same block.
Facade proportions shall be established by permitting no structure with a facade wider or
narrower than those existing in the same block. Additions to existing buildings shall be related in
height and proportion to the existing structure.
7
Recommended
Contemporary designs should be compatible in character and mood to the building or
neighborhood.
Prohibited
Additions may not be constructed that would change the existing facade of a building, alter its
scale or architectural character, or add new height.
Not Recommended
New stories should not be added, nor should existing stories be removed, which would destroy
important architectural details, features or spaces of the building. Any style or period of
architecture that is incompatible with what exists should not be permitted in the new additions.
STAFF RECOMMENDATION:
Staff recommends approval. The proposed railing follows the rhythm and scale of the one
photographed for the 1987 survey (See photo #5). The Craftsmen design of the railing and the
proposed gate and lanterns accentuate the influence of mediaeval and Tudor styles on the
Craftsman school of design features of the house in the exposed rafter tails and eye brow
dormers. (Refer to the Richardsonian influences on Sullivan and Frank Lloyd Wright.)
Motion to approve as amended *:
Made: Todd Zeiger Second: Lynn Patrick Vote: 4 -0
* Material used will be wrought iron. Homeowner agreed to store arch which is being
removed for future use by a subsequent owner if desired.
STAFF REPORT
CONCERNING APPLICATION FOR A
CERTIFICATE OF APPROPRIATENESS
Date: August 3, 2009
Application Number: 2009 -0731C
Property Location: 710 Park Avenue
Architectural Style/Date: Second Empire /1875
Property Owner: Georges Enderle
Landmark or District Designation: Local Landmark &Chapin Park LHD/NR
Rating: Outstanding
DESCRIPTION OF STRUCTURE/ SITE:The Mary Chapin Anderson and Andrew Anderson
house is a three storey Second Empire home with an irregular plan. It has a stone foundation with
walls of shiplap clapboard siding with corner boards; the entablature has paired brackets. The
house has an asphalt shingle hip roof with gable dormers while the tower in front has a mansard
roof with wood shingles. There is a full width wrap around front porch with pared Doric columns
on stone piers supporting an entablature with dentils and balustrade. The porch has a flat rood.
The windows are 1/1 double hung and most have segmental arch molded entablatures. The front
door is wood with a single leaded light' sidelights are leaded and there is a stained glass transom.
(See photo #1)
ALTERATIONS: The porch was added in 1901 to reflect the classical revival style in vogue
after the Colombian Exposition in Chicago. The metal finials at the corners of the tower have
been removed.
APPLICATION ITEMS:
Refurbish/restore /retrofit existing window sashes in guestroom I and II on second floor as
described in annex. (See also previous restoration in 2008.) Old glasses will be stored in
basement.
DISCRIPTION OF PROPOSED PROJECT:
The homeowner has engaged Replacement Systems International Ltd. who proposes to
Refurbish/Restore/Retrofit existing window sashes as follows:
1. Remove the sashes from the frames and label /mark for identification. 2. Pickup of sashes
only from the job site and deliver the sashes to our shop. Redeliver to job site and reinstall sashes
into the original frames. 3. Remove the existing putty and glass from the sashes. 4. Strip the
paint from the sashes. Where caustic chemical strippers are used properly neutralize the wood
prior to painting or epoxy reconsolidation to a litmus Ph of 5 -8.5. 5. Restore the sash with two
part epoxy wood consolidants as necessary and in accordance with specifications and the U.S.
Department of Interior Guidelines. 6. Custom mill new window members /profiles to match
existing where needed. 7. Route sash pockets as required and re -glaze with new sealed insulated
glass (dual sealed). Prime /seal glass pocket before installing insulated glass. Set glass with
beveled wood stops. 8. Weather strip the operating sashes at the perimeter and meeting rails
with integral woven pile weatherstripping for maximum air tightness and durability. 9. Install
new Samson Red Spot sash cords and furnish additional sash weight ballast to balance additional
weight on the insulated glass. 10. Refurbish pulleys/hardware. 11. Prime and finish paint all
stripped, restored or new wood.
12. Use Resorcinol or Urethane waterproof exterior glue in all exterior joinery where exterior
glues are required. Sash Restoration and Retrofit of six double hung windows on the second
floor. Four windows are to be retrofitted with dual pane sealed insulated glass and two windows
are to be fitted with Mon -Ray High Performance secondary glazing storm windows in lieu of
sealed insulated glass. Upper sashes are to have arch top or half round top glass to match the
existing prime window glass. All lower sashes in the six 97" high windows are to be glazed with
TEMPERED GLASS to meet safety code. All upper sashes are to have brass pole sockets.
The windows are located on the southwest and northwest fagade of the house; the Mon -Ray
storms are an interior application that will not be visible from the exterior.
(See photographs # 2-4)
STANDARDS AND GUIDELINES:
CHAPIN PARK STANDARDS AND GUIDELINES: C. Windows and Doors Required:
Original windows and doors shall be retained including sashes, lintels, sills, shutters, decorative
glass, pediments, hoods and hardware. When deteriorated beyond repair, they shall be replaced
with units and trim resembling the original.
GROUP B LANDMARK STANDARDS: b. Treatment: Treatment shall be defined as any
change of surface materials that will not alter the style or original form. Such improvements
include re roofing, glazing or landscaping lawns and may involve a change that can potentially
enhance or detract from the character of the landmark...
STAFF RECOMMENDATION: Staff recommends approval. The project is in conformance to
the standards and guidelines for Chapin Park and for Landmarks. Replacement Systems
International, Ltd. has restored/retrofitted the first floor bay windows and windows in the second
floor master bedroom and bath in 2008.
E
Motion to approve as presented:
Made: Lynn Patrick Second: Todd Zeiger Vote: 4 -0
STAFF REPORT
CONCERNING APPLICATION FOR A
CERTIFICATE OF APPROPRIATENESS
Date: - August 4, 2008
Application Number:
Property Location:
Architectural Style/D
Property Owner:
District Designation:
Rating:
2009 -0803
510 River
ate/ Builder: Side -gable bungalow /1920/Whitcomb &Keller
Lynn Patrick
Edgewater
Contributing
DESCRIPTION OF STRUCTURE/ SITE:
One and half storey bungalow on a rectangular plan with central brick chimney. It has
clipped/squared side gables and has an asphalt shingle roof. Exterior walls are wood shingles,
large on bottom half of house and smaller on top half of house divided by wood sting course;
bottom half of house front fagade has perma- stone. Front window is a single pane picture
window, the rest are double hung 8/1; the gables have side by side single pane casements.
ALTERATIONS:
Roof replaced in 1996 COA #1996 -0415; installation of salvaged 1920s wood storm door in 2001;
removal of 2 Norway Maples in 2003 per City Forester; removal of louvered windows in porch
and aluminum awning over front window after 1988
APPLICATION ITEMS:
#1. Install metal handrail on front porch steps. #2. Remove infected/dying elm in tree lawn. Note
tree is to be tested for "Elm Yellows" if test positive needs removal ASAP to avoid disease
spread.
DESCRIPTION OF PROPOSED PROJECT,
STANDARDS AND GUIDELINES;
B. BUILDING SITE, LANDSCAPING, AND ACCESSORIES
Individual properties in the district are characterized by a house located in the center of a flat
lawn, often divided by a walk leading to the front entrance. Many properties have a straight
driveway along one edge of the lot leading to a garage at the rear of the house. This driveway
often has a sidewalk along one side leading to the front entrance either in the center or at the side
of the house. Driveway and sidewalk materials include asphalt or concrete. All of the properties
have trees; many have trimmed shrubbery and hedges. All of the houses conform to a uniform
setback line within each block.
10
Required
Existing plants, trees, fencing, walkways, streetlights, signs, and benches which reflect the
properties' history and development shall be retained.
Recommended
New site work should be based upon actual knowledge of the past appearance of the property
found in photographs, drawings and newspapers. New site work should be appropriate to existing
surrounding site elements in scale, type and appearance. Plant materials and trees in close
proximity to the buildings that are causing deterioration to the building's historic fabric should be
removed.
Prohibited
No changes may be made to the appearance of the site by removing old plants, trees, fencing,
walkways, outbuildings and other site elements before evaluating their importance to the
property's history and development. Front yard areas shall not be transformed into parking lots
nor paved nor blacktopped. Front yard areas shall not be fenced, with the exception of properties
along Lincolnway, which may be fenced, but not with enclosed stockade -type fencing.
Not Recommended
Telephone poles with high intensity overhead lights should not be used, with the exception of
along Lincolnway.
D. ENTRANCES, PORCHES, AND STEPS
The majority of the houses in the district have either an open or an enclosed porch across the front
or on the side. Most porches have either gabled or hipped roofs or are covered by the main roof of
the house. A brick base with wood columns is common.
Required
Existing or original porches and steps, including handrails, balusters, columns, brackets, tiles and
roof decorations shall be retained or replace with replicas of the same design and materials when
deteriorated beyond repair. Porches and additions reflecting later architectural styles. and which
are important to the building's historical integrity shall be retained.
Recommended
When enclosing porches for heat conservation or for other reasons, it should be done in a manner
that does not alter the architectural or historical character of the building.
Prohibited
Porches and steps that are important to the building's style and development may not be altered or
removed.
Not Recommended
Original porch details should not be replaced with materials representing a different period or
style from the original.
STAFF RECOMMENDATION: Staff recommends approval of the installation of the vintage
black wrought iron hand rail. Staff recommends approval of the removal of the tree if it is
confirmed to be diseased and its replacement with a suitable substitute.
Motion to extract emergency item (tree removal) from C of A and defer consideration of
remainder of application at a later time *:
Made: Tim Klusczinski Second: Todd Zeiger Vote: 3 -0
- L. Patrick abstained.
*Counsel advised that the emergency nature of the tree situation; i.e., that it's prompt
removal could protect and preserve neighboring trees due to the highly contagious nature
of the presumed tree disease, warranted the separation of the matter of the tree removal
and the other item of this application. Counsel further advised that a motion could be
made to that end. President Klusczinski made the motion to defer 2009 -0803 until such
11
time that the HPC establishes a voting quorum minus the Commissioner who is also the
petitioner in this matter; and to further provide latitude (in essence, a conditional
approval) for the removal of the tree in question provided that it continues to exhibit
symptoms of the suspected disease and pending confirmation of diagnosis. (The
petitioner notes that samples have been sent for testing.) The petitioner signed the
required waiver regarding delaying the hearing and consideration of the remaining item
of the application.
STAFF REPORT
CONCERNING APPLICATION FOR A
CERTIFICATE OF APPROPRIATENESS
Date: August 5, 2009
Application Number:
Property Location:
Architectural Style/D.
Property Owner:
District Designation:
Rating:
2009 -0803A
1733 East Wayne Street
ite /Architect or Builder: Dutch Colonial Revival /1927/H.R.Stapp
Kristine and Daniel Hatcher
East Wayne Street
Contributing
DESCRIPTION OF STRUCTURE/ SITE:
The house at 1733 E. Wayne is a 2 storey frame construction with a large front shed dormer set
on a rectangular floor plan situated on a corner lot. It has a gambrel roof with asphalt shingles
and has molded trim on the rake board. The windows are 6/6 double hung. The entry is a single
gable canopy with open arch under, entablature and cornice details, supported by square box
columns with lattice work and a brick stoop. (See photograph #1)
ALTERATIONS:
The garage 18 x 20 was built in 1949. Replacement siding (aluminum) was noted on the 1987
survey card also as Altered, Major. The open porch on the north east corner of the house was
enclosed in 1995 (COA #1995 - 1130); a 700 square foot addition was added to the north side of
the house in 2000 (COA# 2000 - 0821). The two center windows on the second storey above the
entry's gable are replacement windows. There are aluminum storm windows on the front
windows. The louvered shutters noted on the 1987 survey card are no longer there.
APPLICATION ITEMS: Replace 2 downstairs and 2 upstairs windows with more energy -
efficient windows as close to the original construction as possible. All four windows face Wayne
Street.
DESCRIPTION OF PROPOSED PROJECT: The homeowners wish to completely replace
the four front windows with Pella Architect Double Hung 6/6. These windows are aluminum
clad pine with insulated low E Standard glass. The entire window systems will be removed along
with the exterior window trims. The windows will be replaced with Pella Architect Double Hung
6/6 windows and use the AZEC composite material to replicate the exterior trim. Dave Waechter
of Pella Windows will be present at the meeting with a sample of the proposed replacement
window. (See attached diagrams provided)
STANDARDS AND GUIDELINES: East Wayne Street:
C. WINDOWS AND DOORS
12
Window and door frames are of wood or steel (some casements) or in the case of brick structures,
stone sills and brick lintels. Where metal or vinyl siding has been applied, window trim has been
covered. Storm windows are of wood or aluminum.
Required
Original windows and doors shall be retained including sashes, lintels, sills, shutters, decorative
glass, pediments, hoods, and hardware. When deteriorated beyond repair, they shall be replaced
with units and trim resembling the original.
Recommended
Wood frame storm windows and doors painted to match the original should be used but should
not damage existing frames. If new sashes or doors are installed, the existing or original
materials, design, and hardware should be used. When metal storm doors are used, they should be
painted, anodized or coated to match the existing. When awnings are used they should be of
canvas material.
Prohibited
Original doors, windows and hardware shall not be discarded when they can be restored and re-
used in place. New window and door openings which would alter the scale and proportion of the
building shall not be introduced. Inappropriate new window and door features such as aluminum
insulating glass combinations that require removal of the original windows and doors shall not be
installed.
Not Recommended
Awnings, hoods, and fake shutters made of metal, vinyl, or fiberglass should not be used if they
would detract from the existing character or appearance of the building.
STAFF RECOMMENDATION: Staff has met with the homeowners on site concerning this
project. It is the Staff's opinion that the original windows can be repaired and restored as they are
not deteriorated beyond repair. The homeowners' preference is to install new.
Motion to table *:
Made: Todd Zeiger Second: Lynn Patrick Vote: 4 -0
*Application is tabled while the petitioner seeks estimates for repairing existing
windows. Waiver was signed at meeting.
B. NATIONAL REGISTER NOMINATION
City Cemetery
Per CLG requirements, the National Register nomination for City Cemetery appeared on
two agendas for public hearing, and stake holders have been invited to share favorable or
unfavorable comments about the proposed designation. Neither chose to appear nor
forward comments. Application will now be forwarded to DHPA.
C. LOCAL LANDMARKS
St. Paul's Lutheran Church Cemetery — Madison T%vp.
Motion to forward potential landmark and draft resolution:
Made: Todd Zeiger Second: Lynn Patrick Vote: 4 -0
Site information and history provided to Counsel in digital form for the purposes of
drafting resolution.
III. HEARING OF VISITORS
No one remained to be recognized.
191
IV. REGULAR BUSINESS
A. APPROVAL OF MINUTES — July 20,2009
Minutes were accepted without amendment. Minutes from other special meetings held in
July will be considered at a future meeting.
B. TREASURER'S REPORT
Received.
C. STAFF REPORTS
1. Correspondence -File Circulated
Correspondence included letter and photo of Michelle Obama, sent in recognition of
our Preserve America Stewards designation.
2. C of A Approvals
- Distributed
3. Director's Report
- Distributed
4. AD Report
- Distributed
5. Legal Counsel
-None
D. COMMITTEE REPORTS
President's Report - None
V. OLD BUSINESS
Motion to table Staff Duties Resolution:
Made: Lynn Patrick Second: Tim Klusczinski Vote: 4 -0
VI. NEW BUSINESS
Glorious George winners were announced.
VII. ADJOURNMENT
Motion to adjourn:
Made: Lynn Patrick Second: David Sassano Vote: 4 -0
The meeting Adjourned @ 9:11 pm
Attest:
•
Secretary
14
SPECIAL MEETING
THE HISTORIC PRESERVATION.
COMMISSION
OF
SOUTH BEND & ST. JOSEPH COUNTY
WILL MEET
FRIDAY
AUGUST 21 2009
AT
NOON
IN
HPC OFFICE CONFERENCE ROOM
125 SOUTH LAFAYETTE
SPECIAL MEETING
21 AUGUST 2009
HPC Conference Room
MEMORANDA
MEMBERS PRESENT: David Sassano, Todd Zeiger, Linda Riley, Timothy
Klusczinski, Lynn Patrick
Members Absent: Jerry Niezgodski
Staff Present: Catherine Hostetler, Director; Larry Meteiver, Attorney
Participants: Andrea Lodge of 1327 E. Wayne N and Bill Lamie of ADG
The meeting was called to order at 12:00 noon.
The Commissioners reviewed and discussed with the homeowner and the
architect the drawings of the proposed revisions to COA 2009 -0601B approved at
the June 15, 2009 meeting.
On a motion by Todd Zeiger with a second by Linda Riley the revisions to the
rear roof and the exchange of the existing door for a window on the second
storey were unanimously approved.
There was then a discussion concerning the incompleteness of a COA for 1041
Riverside Drive. It was suggested that Special Meetings be called only for
changes for approved projects in progress or for emergencies.
There was a discussion on the restoration of the porch at 947 Riverside. The
COA 2009 -0504A approved the installation of columns. These columns were not
used as the original fabric of the porch columns were basically intact. It was
determined that the Staff should have alerted the Commission in the staff report.
It was suggested that the Preservation Specialist have a form to document the
inspections of projects.
STAFF REPORT
CONCERNING APPLICATION FOR A
CERTIFICATE OF APPROPRIATENESS
Date: August 20, 2009
Application Number:
Property Location:
Architectural Style:
Date:
Architect or Builder:
Property Owner:
District Designation:
Rating:
2009 -0601B Revision
1327 E. Wayne Street N
Colonial Revival
1941
Unknown
David and Andrea Lodge
E. Wayne Street
Contributing
DESCRIPTION OF STRUCTURE/ SITE
Two story, rectangular floor plan, wood frame construction with limestone first story. Side gabled roof with gable
returns and simple entablature. The roof is covered with asphalt shingles, 8/8 double hung sash windows with
ornamental louvered shutters. On the south of the home, there is a one story porch wing with flat roof and diamond
pattered wood railing. Porch wing fagade has plain entablature and plain pilasters, enclosed with sliding glass
doors and pergola. Attached two car garage is on the south end of the home.
ALTERATIONS:
The survey card, updated in 1998, notes "major" alterations to this home including: aluminum storm door and
windows, enclosed south porch wing, and siding.
C of A 2002 -0522 was approved for the removal of "existing gray asphalt 3 -tab shingles from roof of home and
garage and replacement with light `shake wood brown' color asphalt architectural shingles on roof and garage."
APPLICATION ITEMS:
Kitchen addition with porch. Kitchen addition will add 248' to the house: 8'x31' enclosed, plus a covered porch of
about 7'x20' *. Siding will match existing wood shingle and limestone; the balance of shingles and stone will be
determined in part by the cost of reusing existing stone and/or cost of new stone. New windows will match
existing.
* Upon examination of the submitted plans, it was noted that the dimensions of the proposed porch are actually
5'x20 ". Measurements were double checked and verified as drawings are to scale: Y4 " : 1 ' -0 ".
DESCRIPTION OF PROPOSED PROJECT:
Kitchen addition to be built on the northwest corner of the home, essentially reclaiming 14' 10" of width (for the
addition, plus and additional 5' of porch space) and 31' of length of the current backyard for living space. (Figure
1) The addition will be one story, the foundation of which will be limestone, and the exterior walls will be wood
shingles matching the existing facades in materials and appearance, and replicating the pattern of limestone topped
by wood shingles already extant. (Figure 2 and see photographs also) If possible, existing stone (removed from
rear fagade to accommodate the addition) will be re -used. Addition is essentially a "backwards L" and wraps the
northwest corner of the home, ending approximately 1' short of the north face of the existing garage. (Figure 3)
The new roof (minimum slope of %1 /ft) and diamond patterned railing (to replicate existing) will be
concealed from view on Jacob Street by the gable of the existing garage. Square pilasters and columns on the
proposed addition will match, in shape and style, the existing pilasters on the enclosed porch on the south face of
the home. Copper gutters and downspouts will be added, as currently exist on the home. Windows will be divided
lite, either 6 over 6 or 8 pane divided light window shown on West Elevation of plans. (Manufacturer not
specified.) Addition will necessitate the addition of a new door to the garage that opens to the north. The
door will be added; the existing window on north face of garage will not be removed or altered. All doors will
also contain divided lites. (Manufacturer not specified.)
A new porch is also proposed, the dimensions of which are 5'x20' on the north of the addition detailed above. Of
that, 4' will be visible from Jacob Street, extending beyond the existing garage. The roof of the proposed addition
will extend over the porch and will be supported by (2) 12x12 square columns. (Figure 4) Extant concrete pad will
be covered by the porch portion of the addition which will also include a concrete step up to enter the home. The
rise is not sufficient to require a hand rail.
PROPOSED REVISION: Please refer to highlighted sections on page 1. Bill Lamie architect and the
homeowners propose to change the approved flat roof with the diamond patterned railing to a single sloping roof
(approx. 3/12). It will be covered with asphalt shingles to match the house and garage. This change will necessitate
the removal of the existing second floor door and its replacement with a Marvin Brand Clad - Ultimate wood double
hung window to match existing windows. Shutters will match style of current. The door is hoped to be re -used on
the garage.
STANDARDS AND GUIDELINES:
Standards and guidelines most relevant to the application being considered appear in bold italics.
III. NEW CONSTRUCTION
A. HEIGHT AND PROPORTION
Required
The height of a new structure and its height -to -width proportions shall be consistent with adjacent buildings in the
district. The building height shall be no greater than that of the tallest existing structure and no less than that of the
lowest existing structure of the same type in the same block. Facade proportions shall be established by permitting
no structure with a facade wider or narrower than those existing in the same block. Additions to existing buildings
shall be related in height and proportion to the existing structure.
Recommended
Contemporary designs should be compatible in character and mood to the building or neighborhood.
B. BUILDING MATERIALS
Required
Exterior materials used on a new structure shall be compatible in scale, texture and color with adjacent
structures. Materials used on an addition to an existing structure shall relate to the existing or original
materials of that structure. As much of the original structure as possible shall be retained so that the
addition could be removed without damage to the basic structure and appearance of the building.
D. ENTRANCES, PORCHES AND STEPS
Most houses in the district have small open porches at the main entrance. Stoops and small patios also are in
evidence. Of those porches that have roofs, many have either hip or gable roofs or are covered by the main roof
of the house. Columned porticos, porches with broken pediments or turrets, and other porch forms characteristic of
the Period Revival styles are also found in the district.
STAFF RECOMMENDATION:
Staff recommends approval of this revision to COA 2009- 0601B. The revision of the roof line on the rear
of the addition is compliant with the standards and guidelines of the E. Wayne District. Existing materials
and motifs will be replicated. The original door is hoped to be reused. The change from the current door
(15 glass pane door with shutters 3 /4 of the door's length) to a window will not be too conspicuous from
the street.
Also, in discussions with Bill Lamie the original stone will be re -used as facing along the water table on
the North Elevation as is shown on the current drawing for the West Elevation. The current drawing of
the North Elevation incorrectly shows siding.
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Historic Preservation Commission of South Bend & St. Joseph County
SPECIAL MEETING
21 AUGUST 2009
HPC Conference Room
125 S. Lafayette
South Bend, IN 46601
MEMBERS PRESENT: David Sassano, Todd Zeiger, Linda Riley, Timothy
Klusczinski, Lynn Patrick
Members Absent: Jerry Niezgodski
Staff Present: Catherine Hostetler, Director; Larry Meteiver, Attorney
Participants/Members of the Public: Andrea Lodge of 1327 E. Wayne N and Bill
Lamie of ADG
The meeting was called to order at 12:00 noon.
President Klusczinski requested that the Staff Report with the proposed revisions
be read by Staff:
STAFF REPORT
CONCERNING APPLICATION FOR A
CERTIFICATE OF APPROPRIATENESS
Date: August 20, 2009
Application Number:
Property Location:
Architectural Style:
Date:
Architect or Builder:
Property Owner:
District Designation:
Rating:
2009 -0601B Revision
1327 E. Wayne Street N
Colonial Revival
1941
Unknown
David and Andrea Lodge
E. Wayne Street
Contributing
DESCRIPTION OF STRUCTURE/ SITE
Two story, rectangular floor plan, wood frame construction with limestone first story. Side
gabled roof with gable returns and simple entablature. The roof is covered with asphalt shingles,
8/8 double hung sash windows with ornamental louvered shutters. On the south of the home,
there is a one story porch wing with flat roof and diamond pattered wood railing. Porch wing
fagade has plain entablature and plain pilasters, enclosed with sliding glass doors and pergola.
Attached two car garage is on the south end of the home.
ALTERATIONS:
The survey card, updated in 1998, notes "major" alterations to this home including: aluminum
storm door and windows, enclosed south porch wing, and siding.
C of A 2002 -0522 was approved for the removal of "existing gray asphalt 3 -tab shingles from
roof of home and garage and replacement with light `shake wood brown' color asphalt
architectural shingles on roof and garage."
APPLICATION ITEMS:
Kitchen addition with porch. Kitchen addition will add 248' to the house: 8'x31' enclosed, plus a
covered porch of about 7'x20' *. Siding will match existing wood shingle and limestone; the
balance of shingles and stone will be determined in part by the cost of reusing existing stone
and/or cost of new stone. New windows will match existing.
* Upon examination of the submitted plans, it was noted that the dimensions of the proposed
porch are actually 5x20 ". Measurements were double checked and verified as drawings are to
scale: Y4 " : 1 ' -0 ".
DESCRIPTION OF PROPOSED PROJECT:
Kitchen addition to be built on the northwest corner of the home, essentially reclaiming 14' 10"
of width (for the addition, plus and additional 5' of porch space) and 31' of length of the current
backyard for living space. (Figure 1) The addition will be one story, the foundation of which will
be limestone, and the exterior walls will be wood shingles matching the existing facades in
materials and appearance, and replicating the pattern of limestone topped by wood shingles
already extant. (Figure 2 and see photographs also) If possible, existing stone (removed from rear
fagade to accommodate the addition) will be re -used. Addition is essentially a "backwards L" and
wraps the northwest corner of the home, ending approximately 1' short of the north face of the
existing garage. (Figure 3) The new roof (minimum slope of and diamond patterned
railing (to replicate existing) will be concealed from view on Jacob Street by the gable of the
existing garage. Square pilasters and columns on the proposed addition will match, in shape and
style, the existing pilasters on the enclosed porch on the south face of the home. Copper gutters
and downspouts will be added, as currently exist on the home. Windows will be divided light,
either 6 over 6 or 8 pane divided light window shown on West Elevation of plans. (Manufacturer
not specified.) Addition will necessitate the addition of a new door to the garage that opens
out to the north. The door will be added; the existing window on north face of garage will not
be removed or altered. All doors will also contain divided lights. (Manufacturer not specified.)
A new porch is also proposed, the dimensions of which are 5'x20' on the north of the addition
detailed above. Of that, 4' will be visible from Jacob Street, extending beyond the existing
garage. The roof of the proposed addition will extend over the porch and will be supported by (2)
12x12 square columns. (Figure 4) Extant concrete pad will be covered by the porch portion of
the addition which will also include a concrete step up to enter the home. The rise is not
sufficient to require a hand rail.
N
PROPOSED REVISION: Please refer to highlighted sections.on page]. Bill Lamie architect
and the homeowners propose to change the approved flat roof with the diamond patterned railing
to a single sloping roof (approx. 3/12). It will be covered with asphalt shingles to match the house
and garage. This change will necessitate the removal of the existing second floor door and its
replacement with a Marvin Brand Clad- Ultimate wood double hung window to match existing
windows. Shutters will match style of current. The door is hoped to be re -used on the garage.
STANDARDS AND GUIDELINES:
Standards and guidelines most relevant to the application being considered appear in bold
italics.
III. NEW CONSTRUCTION
A. HEIGHT AND PROPORTION
Required
The height of a new structure and its height -to -width proportions shall be consistent with adjacent
buildings in the district. The building height shall be no greater than that of the tallest existing
structure and no less than that of the lowest existing structure of the same type in the same block.
Facade proportions shall be established by permitting no structure with a facade wider or
narrower than those existing in the same block. Additions to existing buildings shall be related
in height and proportion to the existing structure.
Recommended
Contemporary designs should be compatible in character and mood to the building or
neighborhood.
B. BUILDING MATERIALS
Required
Exterior materials used on a new structure shall be compatible in scale, texture and color with
adjacent
structures. Materials used on an addition to all existing structure shall relate to the existing or
original
materials of that structure. As much of the original structure as possible shall be retained so that
the addition could be removed without damage to the basic structure and appearance of the
building.
D. ENTRANCES, PORCHES AND STEPS
Most houses in the district have small open porches at the main entrance. Stoops and small patios
also are in evidence. Of those porches that have roofs, many have either hip or gable roofs or
are covered by the main roof of the house. Columned porticos, porches with broken pediments or
turrets, and other porch forms characteristic of the Period Revival styles are also found in the
district.
STAFF RECOMMENDATION:
Staff recommends approval of this revision to COA 2009- 0601B. The revision of the
roof line on the rear of the addition is compliant with the standards and guidelines of the
E. Wayne District. Existing materials and motifs will be replicated. The original door is
hoped to be reused. The change from the current door (15 glass pane door with shutters 3 /a
of the door's length) to a window will not be too conspicuous from the street.
Also, in discussions with Bill Lamie the original stone will be re -used as facing along the
water table on the North Elevation as is shown on the current drawing for the West
Elevation. The current drawing of the North Elevation incorrectly shows siding.
The Commissioners reviewed and discussed with the homeowner and the
architect the drawings of the proposed revisions to COA 2009 -0601B approved at
the June 15, 2009 meeting.
On a motion by Todd Zeiger with a second by Linda Riley the revisions to the
rear roof and the exchange of the existing door for a window on the second
storey were unanimously approved.
Background: On August 17th, 2009, Catherine Hostetler read a request,
submitted by the property owner of 1041 Riverside Drive, asking for a
special meeting to review a pending COA. After reviewing the details of the
that request, the Commission ruled that there were insufficient grounds to
call a meeting simply because an applicant missed the filing deadline.
However, the Commission did agree to add that application to a Special
Meeting that might occur before September 21st, 2009. Catherine Hostetler
provided a brief update for the Commission and listed the project documents
that the applicant must file before the COA could be reviewed and heard. As
such, the COA application was currently "incomplete ". Updates would be
provided. The property owner was not present to answer questions.
There was a discussion on the restoration of the porch at 947 Riverside. The
COA 2009 -0504A approved the installation of columns. These columns were not
used as the original fabric of the porch columns were basically intact. It was
determined that the Staff should have alerted the Commission in the staff report.
It was suggested that the Preservation Specialist have a form to document the
inspections of projects.
The meeting adjourned at approximately 12:20.
ATT :
inda Riley,
4