HomeMy WebLinkAbout41216 Packet
OLD BUSINESS
C. 704 Judson Avenue (LSHD) – Nathan Kipnis,
applicant. Two and a half story addition to the rear
(west) of house, replacement of six existing vinyl
windows with wood windows, replace existing 5' high
wood fence in kind. Addition of solar panels on south
side of addition. Applicable standards: [Alteration] 1 – 7
and 9; [Construction] 1- 5, 7, 8, and 10 – 15.
ExistNew
ExistNew
T.O. 2nd Floor
13'-11"
T.O. Basement Floor
-4'-8"
Proposed Bldg. Hgt.
35'-0 5/8"
T.O. 1st Floor
3'-9"
Grade
0"
T.O. Attic Floor
23'-5 1/2"
6'
-
8
"
New Solar Panels
Existing Dormer with New Hip
Roof
Stucco to Match Existing
Wood Marvin Casement
Windows with Vertical
Muntins to Match Existing
Wood Windows
Wood Marvin Casement
Windows to Match Existing
Wood Windows
Wood Sliding Door
Asphalt Shingles to Match
Existing
Dormer with Asphalt Shingles
and Solar Panels
Wood Marvin Casement
Window with Vertical Muntins
to Match Existing Wood
Windows
Stucco to Match Existing
Existing Wood Siding to be
Replace with Siding with
Exposure to Match Existing
Existing Wood Siding to be
Replaced with Siding with
Exposure to Match Existing
Typ.
Siding with Exposure to
Match Existing
Siding on Planter with
Exposure to Match Existing
Existing Wood Windows
Existing Vinyl Windows to be
Replaced with New Wood
Marvin Casement Windows
with Vertical Muntins to
Match Existing Wood
Windows
Existing Stucco
Existing Asphalt Shingles to
be Replaced with New to
Match Existing
New Dormer
Wood Marvin
Casement Windows
to Match Existing
Wood Windows
Stucco to
Match
Existing
Evanston, IL
Renovation for
704 Judson
Farriss / DeMet
Scale: 1/4" = 1'-0"
Proposed South Elevation
March 29, 2016
1642 payne street | evanston IL 60201
847 864 9650 | f847 864 0956
ExistNew
ExistNew
New Hip Roof to Replace
Existing Shed Roof on Existing
Dormer
(12) Solar Panels mounted to
Dormer Roof (N.I.C)
Existing 2nd Floor Deck
Existing Porch Roof
Building Footprint
Existing Chimney
(2) Solar Panels mounted to Hip
Roof (N.I.C)
(4) Solar Panels mounted to Hip
Roof (N.I.C)
New Dormer
Evanston, IL
Renovation for
704 Judson
Farriss / DeMet
Scale: 3/16" = 1'-0"
Proposed Roof Plan
March 29, 2016
1642 payne street | evanston IL 60201
847 864 9650 | f847 864 0956
Exist. Bath
6'8 1/2" x 7'11 3/4"
Exist. Clo.
7'11 3/4" x 5'5 1/4"
Attic
24'3 1/2" x 18'5 1/8"
Attic
24'1 1/4" x 24'4 1/2"
Office
20'1" x 20'6 1/2"
Remove
Existing
Closet
Remove Existing Dormer and
Provide New Dormer to Match
Existing West Dormer
New Conduit
for CAT6 Cables
- Provide
Connection at
Each Floor
Attic
24'3 1/2" x 13'3 3/8"
Existing
Access
Door to
Attic
Existing Flat
Ceiling
DN
New Access
Door to Attic
Existing
Access
Door to
Attic
Location to
be Verified
Provide Plywood Flooring
Screwed in Place to Allow
Future Access to Ceiling Below
E S
Storage
6'7 1/2" x 8'1 1/2"
Relocate Existing
Radiator from Existing
Closet Wall that is to
be removed to
Outside Wall
New Stair with Oak Risers (Ptd.) and
Treads (Stained), Baluster and
Bottom Trim to Match Existing
Existing Air
Return Grille
Add New Dormer and Window to
Match Existing West Dormer
Evanston, IL
Renovation for
704 Judson
Farriss / DeMet
Scale: 1/4" = 1'-0"
Proposed Attic Flr Plan
March 29, 2016
1642 payne street | evanston IL 60201
847 864 9650 | f847 864 0956
NEW BUSINESS
A. 1401 Oak Avenue (L) – Timothy Rathod, applicant.
Project is to provide a permanent roof for the west
tower of the church. Applicable standards:
[Construction] 1, 2, 5, 7, 8, 10, 12, and 14 - 16.
Adopted October 19, 2004 Page 1 of 4
Section A. Required Information (Print) * Refer to the Supplemental Information for guidance [page (i) fifth below].
1) Property Address:
FOR STAFF USE ONLY
Application Number:
2) Owner’s Name:
Address:
City:
State: Zip: Phone: Email/Fax:
3) Architect’s Name:
Address:
City:
State: Zip: Phone: Email/Fax:
4) Contractor’s Name:
Address:
City:
State: Zip: Phone: Email/Fax:
5) Landmark: Yes No * Refer to the Supplemental Information for guidance [page (i) fifth below].
6) Within Local Historic District: * No;
Yes Lakeshore Ridge Northeast Evanston Apartment Thematic Resources
7) Refer to the completed Zoning Analysis. If project does not require any Zoning Variance or Fence
Variance or Special Use Complete section B only. Check as applicable if project requires:
Major Zoning Variance; Minor Zoning Variance; Fence Variance; Special Use If one or more is
checked, then fill out sections B and C.
Check if your project requires: Planned Development Refer to Supplemental Information below (i).
Binding Review of Certificate of Appropriateness (COA) &
Advisory Review of Zoning/Fence Variations, Special Uses, and Planned Developments
Thank you for submitting your COA application for Preservation Review. This application is required for exterior work affecting Evanston
landmarks and properties within local Evanston historic districts. To process your application, submit one (1) completed hard copy of the
completed application and attachments including: plat of survey, site plan, floor plans, elevation drawings, 3D drawings of the proposed
alteration/addition/construction (not to exceed 11” x 17” paper size); and one (1) digital copy in PDF format of the same by 5pm on the first
Tuesday of the month. All required materials must be to scale with dimensions and in context with the principal structure and immediate/adjacent
surroundings. Incomplete applications will not be processed. Refer to the Supplemental Information, page (i) below.
Applications can be submitted in person, by mail, electronically via email or in a hard drive to the Preservation Coordinator, City of Evanston,
Community Development Department, Planning & Zoning Division, Lorraine H. Morton Civic Center, 2100 Ri dge Avenue, Room 3201, Evanston,
Illinois 60201.
We strongly recommend submitting COA applications at least 15 business days prior to the next scheduled meeting date, to allow staff review
of the application and to receive staff feedback in the completeness of the COA application. This will give applicants additional time to complete or
amend their applications as need. Final deadline for completed application is the first Tuesday of the month or no less than 10 business days
prior to the next scheduled meeting.
For new construction, additions, major alterations, and demolition, applicants must submit to this office electronically via email or in a flash
drive a current and updated list of all names and mailing addresses of property owners within 250 feet of the subject property (in Excel format).
The updated list must be submitted before or no later than the submission of the COA deadline. Staff provides a preliminary list in Excel to the
applicant. Zoning Analysis must be completed by the City of Evanston’s Zoning staff before or by no later than the submission deadline of the
completed COA application.
Completed applications will be scheduled for review at the next available meeting, as long as space is available (six projects per meeting).
Applications submitted on time but not making the cut will be scheduled to the next available meeting, in the order they were received. The
Preservation Commission meets on the third Tuesday of each month. Meeting dates are subject to change as needed.
Applicants are asked to present at the scheduled meeting to the Preservation Commission a brief overview of the project.
For more information call: Carlos Ruiz at (847) 448-8687 or email: cruiz@cityofevanston.org
Application for
Preservation Review of
Certificate of Appropriateness (COA)
Adopted October 19, 2004 Page 2 of 4
Section B: Application for Certificate of Appropriateness
1) In addition to the required site plans, drawings, and photos, briefly describe the proposed activity
and reason for obtaining a Certificate of Appropriateness. Attach a separate sheet if necessary, and
refer to the Supplemental Information for guidance.
2) Checklist (Check all that apply and attach any additional information)
Type of Exterior Activity
Location / Details
Visible from Public
Way (e.g. Streets
and Alleys)?
Construction Residential Other: Yes No
Demolition Partial Total
Yes No
Alteration Restoration
Addition Landscaping
Front Side Rear
Yes No
Garage: New Replacement
Rehabilitation
Front Side Rear Yes No
Windows Storm Windows
Doors Storm Doors
New Replacement Restoration
Style/Materials:
Yes No
Roof: New Re-roof Front Side Rear Yes No
Fence / Gate: New
Replacement
Front Side Rear Yes No
Siding: New Replacement Front Side Rear
Material:
Yes No
Sign Awning New Replacement Restoration
Material:
Yes No
Air Conditioning Unit New Replacement Yes No
Relocation New Address for Relocation:
Adopted October 19, 2004 Page 3 of 4
3) Checklist for Exterior Materials—Check all that apply.
Ex
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Façades/Front Porch &
Rear Porch Material Flashing Material Fences
Wood Frame Copper Wood
Stone Sheet Metal Wrought Iron
Brick Other: _______________ Aluminum
Stucco Other:_______________
Synthetic Stucco Fascias, Soffits, Height:______________
Wood Siding Rakeboards, Trim Length:______________
Aluminum Siding Wood Terraces, Patios, Decks
Vinyl Siding Metal Wood
Shingle, Material: ______ Synthetic Material, Type: Stone
____________________ ____________________ Brick Pavers
Other: _______________ Other: _______________ Concrete Pavers
Roofing Material Poured Concrete
Wood Shingles Door Material Other: _______________
Wood Shakes Wood
Slate Metal Driveway Material
Clay Tile Clad Asphalt
Asphalt Shingles Other: _______________ Poured Concrete
Metal Sheet Brick Pavers
Other: _______________ Window Type Concrete Pavers
Double Hung Crushed Stone
Chimney Material Casement Other: _______________
Brick Other: _______________
Stone
Add Other Materials/Alterations
Not Listed Here (Explain and
Attach Information As Needed):
Stucco Window Material
Other: _______________ Wood
Aluminum
Gutters/Downspouts Steel
Copper Other: _______________ Air Conditioning Unit
Aluminum
Galvanized Sheet Muntins
Other:_______________ Not existing
True divided lights
Simulated divided lights
4) Applicant’s Signature: ____________________________________
Print Name:
Date:
Length:_____________
Proceed to Section C if you are requesting a zoning or fence variation and/or s special use. Refer to the
Supplemental Information for guidance [page (i) below]. For Planned Development refer to Supplemental
Information [page (i) below].
Emmanuel United Methodist Church - West Tower
Application for Certificate of Appropriateness, March 24, 2016
Project Description and Purpose: The purpose of the current project is to provide a permanent roof for
the west tower of the church. When originally constructed in the early 1890s, the west tower had a sandstone
masonry base rising approximately 75 feet above grade, topped by a louvered attic level and a steeply
pitched wood-framed tower roof. At some point in the first half of the twentieth century, the louvered attic
level and wood-framed tower roof were removed, and a flat roof was installed atop the sandstone masonry.
This flat roof was not well integrated with the sandstone sill units at the perimeter of the tower, resulting in
many decades of water infiltration into the masonry. In 2015, fragments of masonry fell from the tower,
and preparation was made for repointing and repair of the tower. Once close-up access was available in fall
2015, the severe deterioration and structural displacement of the masonry at the top of the tower were
observed. As an emergency safety measure, the top approximately 6 feet of masonry was demolished in
early 2016. Major sill and “gargoyle” sandstone units were salvaged. A temporary membrane roof was
installed while plans for a permanent roof were developed.
The proposed roof structure is a wood-framed pyramidal roof. The flared overhang is inspired by the
original tower roof design, while the slope of the main portion of the roof matches the roof over the nave
of the church. The proposed roof would be built atop the remaining sandstone masonry and would provide
long term protection for the remaining historic masonry elements below. Photographs illustrating the
original appearance of the church, the modified appearance of the west tower until 2015, and notable
distress conditions observed in 2015, are provided below.
Original Design, as published in March 1893
Emmanuel United Methodist Church
Application for Certificate of Appropriateness
March 24, 2016
Page 2
Tower as Modified in Early Twentieth Century, Photo circa 2000s
Distress at Top of West Tower, 2015
Rotated sandstone veneer.
Partially collapsed sandstone veneer.
Emmanuel United Methodist Church
Application for Certificate of Appropriateness
March 24, 2016
Page 3
Displaced sandstone veneer. Deteriorated brick backup masonry exposed by
removal of sandstone veneer.
Sandstone sill units as copings.
One of four “gargoyle” sandstone units.
Flat roof at top of tower. Deteriorated brick backup masonry.
Emmanuel United Methodist Church
Application for Certificate of Appropriateness
March 24, 2016
Page 4
Other Masonry Conditions, 2015
Pointing mortar extending onto the stone surface,
giving the appearance of greatly widened joints.
Mortar parging over stone surface.
Eroded stone unit.
Stone unit with incipient spalls.
Deeply eroded stone unit. Delaminated stone unit.
Emmanuel United Methodist Church
Application for Certificate of Appropriateness
March 24, 2016
Page 5
Model Views of Proposed New Roof
View from southwest.
View from northwest.
As Shown
Title Sheet
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DescriptionMark Date
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KMI
AM/JVS
3/24/2016
2015.5432
West Tower Roof
Repair
Project
Client
Consultants
Headquarters & Laboratories : Northbrook, Illinois
Atlanta | Austin | Boston | Chicago | Cleveland | Dallas | Denver | Detroit
Honolulu | Houston | Los Angeles | Minneapolis | New Haven | New York
Princeton | San Francisco | Seattle | Washington, D.C.
Wiss, Janney, Elstner Associates, Inc.
330 Pfingsten Road
Northbrook, Illinois 60062
847.272.7400 tel | 847.480.9534 fax
www.wje.com
ENGINEERS
ARCHITECTS
MATERIALS SCIENTISTS
Emmanuel United
Methodist Church
1401 Oak Avenue
Evanston, Illinois
Emmanuel United
Methodist Church
1401 Oak Avenue
Evanston, Illinois
Certificate of Appropriateness3/24/20161
SUB
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Submitted for
PROJECT
LOCATION:
EMMANUEL UNITED METHODIST CHURCH
1401 OAK AVENUE
EVANSTON, ILLINOIS
EMMANUEL UNITED METHODIST CHURCH
WEST TOWER ROOF REPAIR
CLIENT:EMMANUEL UNITED METHODIST CHURCH
1401 OAK AVENUE
EVANSTON, ILLINOIS
CONTACT: TIMOTHY RATHOD
(847)864-9637
REVTIMOTHYRATHOD@YAHOO.COM
ARCHITECT: WISS, JANNEY, ELSTNER ASSOCIATES, INC.
330 PFINGSTEN ROAD
NORTHBROOK, ILLINOIS 60062
CONTACT: KENNETH ITLE
(847)753-6465
OA
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EMMANUEL UNITED
METHODIST CHURCH
GREENWOOD ST
As Shown
Elevations
A-1.0
As Shown
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DescriptionMark Date
Project No.
Date
Drawn
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Scale
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KMI
AM/JVS
3/24/2016
2015.5432
West Tower Roof
Repair
Project
Client
Consultants
Headquarters & Laboratories : Northbrook, Illinois
Atlanta | Austin | Boston | Chicago | Cleveland | Dallas | Denver | Detroit
Honolulu | Houston | Los Angeles | Minneapolis | New Haven | New York
Princeton | San Francisco | Seattle | Washington, D.C.
Wiss, Janney, Elstner Associates, Inc.
330 Pfingsten Road
Northbrook, Illinois 60062
847.272.7400 tel | 847.480.9534 fax
www.wje.com
ENGINEERS
ARCHITECTS
MATERIALS SCIENTISTS
Emmanuel United
Methodist Church
1401 Oak Avenue
Evanston, Illinois
Emmanuel United
Methodist Church
1401 Oak Avenue
Evanston, Illinois
Certificate of Appropriateness3/24/20161
SUB
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Submitted for
3
West Elevation - Currently Existing
Scale: 3/32" = 1'-0"4
South Elevation - Currently Existing
Scale: 3/32" = 1'-0"
1
West Elevation - Prior to Demolition
Scale: 3/32" = 1'-0"
2
South Elevation - Prior to Demolition
Scale: 3/32" = 1'-0"
As Shown
Elevations
A-1.1
As Shown
1
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1
2
2
3
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5
5
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DescriptionMark Date
Project No.
Date
Drawn
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Scale
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AM/JVS
3/24/2016
2015.5432
West Tower Roof
Repair
Project
Client
Consultants
Headquarters & Laboratories : Northbrook, Illinois
Atlanta | Austin | Boston | Chicago | Cleveland | Dallas | Denver | Detroit
Honolulu | Houston | Los Angeles | Minneapolis | New Haven | New York
Princeton | San Francisco | Seattle | Washington, D.C.
Wiss, Janney, Elstner Associates, Inc.
330 Pfingsten Road
Northbrook, Illinois 60062
847.272.7400 tel | 847.480.9534 fax
www.wje.com
ENGINEERS
ARCHITECTS
MATERIALS SCIENTISTS
Emmanuel United
Methodist Church
1401 Oak Avenue
Evanston, Illinois
Emmanuel United
Methodist Church
1401 Oak Avenue
Evanston, Illinois
Certificate of Appropriateness3/24/20161
SUB
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Submitted for
1
West Elevation Repair
Scale: 3/32" = 1'-0"2
South Elevation Repair
Scale: 3/32" = 1'-0"
15
'
-
4
3
/
4
"
24'-8"
A-2.0
1
A-2.0
1
NEW WOOD-FRAMED
ROOF STRUCTURE
NEW WOOD-FRAMED
ROOF STRUCTURE
As Shown
Roof Repair Details
A-2.0
As Shown
1
A
1
2
2
3
3
4
4
5
5
6
6
7
7
8
8
B
C
D
E
F
A
B
C
D
E
F
DescriptionMark Date
Project No.
Date
Drawn
Checked
Scale
Sheet Title
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KMI
AM/JVS
3/24/2016
2015.5432
West Tower Roof
Repair
Project
Client
Consultants
Headquarters & Laboratories : Northbrook, Illinois
Atlanta | Austin | Boston | Chicago | Cleveland | Dallas | Denver | Detroit
Honolulu | Houston | Los Angeles | Minneapolis | New Haven | New York
Princeton | San Francisco | Seattle | Washington, D.C.
Wiss, Janney, Elstner Associates, Inc.
330 Pfingsten Road
Northbrook, Illinois 60062
847.272.7400 tel | 847.480.9534 fax
www.wje.com
ENGINEERS
ARCHITECTS
MATERIALS SCIENTISTS
Emmanuel United
Methodist Church
1401 Oak Avenue
Evanston, Illinois
Emmanuel United
Methodist Church
1401 Oak Avenue
Evanston, Illinois
Certificate of Appropriateness3/24/20161
SUB
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Submitted for
NEW ASPHALT ROOF SHINGLES
NEW DOUBLE 2x12 TREATED WOOD PLATE,
ANCHORED TO MASONRY WITH 1267$,1/(66
STEEL THREADED ROD, SET IN HILTI HIT-HY 70
ADHESIVE MORTAR, 6" MIN. EMBEDMENT.
LOCATE THREADED ROD BETWEEN EACH SLIT
WINDOW AND AT CORNERS OF TOWER, FOUR
(4) ANCHORS PER FACE OF TOWER, TYP.
1
Roof Repair Section
SCALE: 1" = 1'-0"
NEW ROOF UNDERLAYMENT
NEW 3 4" PLYWOOD ROOF DECKING
NEW 2x10 WOOD RAFTERS, 16" O.C.
EXISTING MASONRY
TO REMAIN
NEW PYRAMINDAL ROOF
STRUCTURE. 2x12 RIDGE
RAFTER AT EACH CORNER.
EXISTING 2x12 JOISTS
AND PLANK DECKING
TO REMAIN.
SIMPSON STRONG-TIE HI
CONNECTOR, EACH RAFTER
2x6 FASCIA
1x_ FASCIA CLADDING
2x4 SOFFIT FRAMING
1x_ TONGUE AND GROOVE
SOFFIT CLADDING
A-2.0
2
2
Roof Repair Drip Edge Detail
SCALE: 6" = 1'-0"
CONTINUOUS PREFINISHED
ALUMINUM DRIP EDGE
A-2.1
1
6"
NEW 2x4 WOOD FRAMING
SLOPE TO MATCH
EXISTING MAIN
GABLE ROOF
12
6
As Shown
Roof Repair Details
A-2.1
As Shown
1
A
1
2
2
3
3
4
4
5
5
6
6
7
7
8
8
B
C
D
E
F
A
B
C
D
E
F
DescriptionMark Date
Project No.
Date
Drawn
Checked
Scale
Sheet Title
Sheet No.Co
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KMI
AM/JVS
3/24/2016
2015.5432
West Tower Roof
Repair
Project
Client
Consultants
Headquarters & Laboratories : Northbrook, Illinois
Atlanta | Austin | Boston | Chicago | Cleveland | Dallas | Denver | Detroit
Honolulu | Houston | Los Angeles | Minneapolis | New Haven | New York
Princeton | San Francisco | Seattle | Washington, D.C.
Wiss, Janney, Elstner Associates, Inc.
330 Pfingsten Road
Northbrook, Illinois 60062
847.272.7400 tel | 847.480.9534 fax
www.wje.com
ENGINEERS
ARCHITECTS
MATERIALS SCIENTISTS
Emmanuel United
Methodist Church
1401 Oak Avenue
Evanston, Illinois
Emmanuel United
Methodist Church
1401 Oak Avenue
Evanston, Illinois
Certificate of Appropriateness3/24/20161
SUB
M
I
T
T
E
D
F
O
R
CER
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F
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Submitted for
EMBED STAINLESS STEEL
ANCHORS, SET IN HILTI HY-70
ADHESIVE MORTAR, 6" MIN.
127+5($'('52'
14" STEEL
BENT PLATE
8"
6"
14" GUSSET PLATE,
CONTINUOUSLY
WELDED TO BENT PLATE
2
Roof Repair Anchorage Detail
SCALE: 3" = 1'-0"1
A-2.1
1
Roof Repair Anchorage Detail
SCALE: 1" = 1'-0"
STEEL C15x33.9 CHANNEL LAID
FLAT SPANNING ACROSS WOOD
%/2&.,1*6,//6
STAGGERED LAPPING
OF WOOD BLOCKING
EXISTING BRICK MASONRY
TYPICAL, ALL FOUR CORNER OF ROOF
NEW BUSINESS
B. 2102 Orrington Avenue (NEHD) – Pankaj Sharma,
applicant. Replace existing chain link fence along the
south property line with a 6’ high wood fence with 1’
lattice at the top and setback 0” from the south property
line. Requires zoning fence variance (6-4-6-7F (2b1)
fences are not permitted in the street side yard unless
set back from the property line by two feet (2') and
landscaped, applicant is proposing a 0” setback; and 6-
6-6-7F(3a) fences shall not exceed four feet (4') in
height when located within the area between a front lot
line and three feet (3') behind any front-facing facade of
a principal building, applicant proposes 6' height.
Applicable standards: [Construction] 1, 5, 7, 9, 12
and13; [Fence Variance] A and C.
NEW BUSINESS
C. 1124 Asbury Avenue (L/RHD) – Sebastian Koziura,
applicant. Tear down existing south side 12'x16'
addition. Build a 1-story 15' x 21' addition on same
location with wood landing and stairs on the rear west
elevation. Applicable standards: [Construction] 1- 8 and
10-16; [Demolition] 1-5.
2 3/8” Wood Molding
Painted
1 3/8” Wood Painted Divider
Lime Stone Detail
Lime Stone Detail
Wood Storm Window
2 3/8”Wood Molding