Appearance Commission — Skokie, IL
Date: 2024-08-14

Meeting Agenda
 Skokie Appearance Commission
 Wednesday, August 14, 2024 at 7:30 P.M.
 Village of Skokie
 5127 Oakton Street
 Skokie, IL 60077

 I. Call to Order

 II. Roll Call

 III. Approval of Minutes from July 10, 2024 Meeting

 IV. New Business
 a. Consideration of a Certificate of Appropriateness for Residential Properties:
 2024-035A – 8610 Keeler Ave
 Applicant: Jim Fraerman of Fraermen Associates Architects
 Owner: Ariel Silverstein & Nathaniel Bobrick
 Request: Façade


 b. Consideration of a Certificate of Appropriateness for Non-Residential Properties:
 2024-036A – 9310 Kenton Ave
 Applicant: STR Partners
 Owner: Skokie School District 68
 Request: Addition
 2024-037A – 5440 Touhy Ave east (temp address)
 Applicant: Scott Gidwitz
 Owner: Linder Touhy LLC
 Request: New Restaurant Building
 2024-038A- 5440 Touhy Ave west (temp address)
 Applicant: Scott Gidwitz
 Owner: Linder Touhy LLC
 Request: New Bank Building

 V. Old Business

 a. Consideration of a Certificate of Appropriateness for Residential Properties:
 2023-033A – 9100 Kenton Ave
 Applicant & Owner: Nash Querishi
 Request: 2nd Floor Addition (Revisions)


 VI. Public Comment (for non-agenda items)

 VII. Adjourn



621126 Appearance Commission Agenda for August 14, 2024
 Appearance Commission Meeting Minutes
 Date: July 10, 2024


Appearance Members Present: Michael Lynk, Chair
 Thomas DaMario, Vice Chair
 Maryjane Klein
 Joe Maschek
 Julie Naumiak
 Jay Pathak
 Archana Shah

Appearance Members Absent:
Staff Present: Brian Augustine, Zoning Administrator
 Jose Acosta, Planning Coordinator

 (I) CALL TO ORDER
 A quorum being present, Chairman Lynk called the meeting to order.

 (II) APPROVAL OF MINUTES
 A Motion was made by Commissioner Naumiak to approve the minutes of the
 previous meeting. The motion was seconded by Commissioner Klein. All
 members voted aye.

 (III) CASE DESCRIPTIONS

 New Business:

 2024-029A – 5033 Morse Avenue
 Applicant: Dani Alexa
 Owner: Jonny Capalnas
 Request: New Detached Residence

 Discussion & Interested Parties
 Staff comments were read into the record.

 Chairman Lynk acknowledged that the Petitioner will need to comply with the
 code enforcement items mentioned in the staff comments and will be
 addressed during permitting.




620729
 Staff displayed proposed colored renderings, building elevations, and floor
 plans to the Commission. It is mentioned that this project will be a full tear
 down and rebuild.

 The Petitioner explains that the new home will consist of white-washed brick
 with black trim windows. The two vertical window bays that project from the
 front façade and the side elevations the home will be a white stucco material,
 to break up the large surface of white brick.

 Commissioner Maschek complemented the design of the garage and asked
 what color the petitioner is proposing. The petitioner confirmed it will be black
 to match the black window trim accents on the façade.

 Chairman Lynk asked if there were any more questions or comments from the
 Commissioners. There were none, all Commission members approved of the
 proposal.

 Recommendation & Voting
 A motion was made to grant a Certificate of Appropriateness to approve as
 presented. The vote was unanimous.

 Motion: Julie Naumiak Second: Jay Pathak
 Ayes: 7
 Nays: 0


 2024-030A – 7701 Laramie Avenue
 Applicant: David W Anjani
 Owner: Jinder Singh
 Request: 2nd Floor Addition

 Discussion & Interested Parties
 Staff comments were read into the record.

 Chairman Lynk asked to confirm if the proposal involves a second story
 addition and if the petitioner intends to rebrick the entire home. Chairman
 Lynk comments that the front elevation is not favorable to look at and falls flat,
 but notices that proposed colored rendering of the home looks slightly better.

 Commissioner Maschek agrees and notes that the 3D elevation contains
 details that the 2D elevation lacks, more notably framing around windows and
 garage, and asks for confirmation on which elevation is the more accurate




620729
 proposal. The Petitioner confirms that the 3D elevation is the more accurate
 proposal of the project.

 Chairman Lynk mentions that there are no horizontal relief lines on the front
 façade and looks like a giant wall of brick, and asks if there will be any brick
 detailing to break up the façade. The Petitioner mentions that there will be
 different course of brick as the elevation moves higher, and the first foot of the
 elevation from will be concrete and all the brick will be removed and replaced.

 Commissioner Maschek agrees with Chairman Lynk’s comment about the
 need to address the need for horizontal breaks within the front facade, more
 importantly because the home is about 13 feet from the sidewalk and will just
 appear to be a massive brick wall. There is need for more detail to match the
 other proposed elevations.

 Commissioner DaMario suggests the Petitioner to consider an awning over
 the garage doors to break up the brick on the front façade, Chairman Lynk
 also suggests soldier course brick along the front façade.

 The Commissioners and the petitioners discuss other potential ideas on how
 to improve the façade, but ultimately the proposal requires a significant
 amount of improvement given the proximity to the sidewalk and the size of the
 building.

 Commissioner Maschek noted that elevation and renderings will have to
 match. He also noted that the 2D elevations discussed earlier suggests that
 different brick will be used on the second story addition, he asks to clarify is
 all existing brick will be replaced and notes that its preferred that the addition
 contains matching brick, if not completely replaced.

 Chairman Lynk concludes the discussion and asks if the petitioner is aware of
 all of the concerns the Commission has for the project and continues the
 case.

 Recommendation & Voting
 Case continued. No vote.




 2024-031A – 4409 Golf Road
 Applicant & Owner: Adem Zukanovic
 Request: 1st Floor Addition



620729
 Discussion & Interested Parties
 Staff comments were read into the record.

 Chairman Lynk suggests to the Commissioners that they approve the
 proposal if there are no objections, given that all of the code requirements will
 be enforced at a later stage and that the addition will have matching brick.

 Commissioner DaMario asks the Petitioner to clarify if the brick used for the
 addition will match existing conditions or if it will all be replaced. The petitioner
 confirms that the brick will all match.

 Commissioner Maschek and Chairman Lynk comment that the petitioner will
 be required to come back for Appearance Review with plans and drawings
 from a licensed architect to fully review and understand the proposal. The
 Commissioners agree to continue the case onto next month.

 Recommendation & Voting
 Case continued. No Vote


 2024-032A – 8330 Kedvale Avenue
 Applicant: Gregory Jackson
 Owner: Vanessa Ramirez
 Request: New Detached Garage

 Discussion & Interested Parties
 Staff comments were read into the record. Chairman Lynk asked if the
 petitioner was present. Neither the applicant or owner was were present at
 the meeting, this case has been continued.

 Recommendation & Voting
 Case continued. No vote.


 2024-033A – 4925 Oakton Street
 Applicant: BJ Sung
 Owner: Hyun Moon
 Request: Façade Alteration

 Discussion & Interested Parties
 Staff comments were read into the record.




620729
 The general contractor for the project mentions that the building façade will
 include a white brick with black window frames and accents. They also
 mention that they will be using a white brick for the entire façade. He clarifies
 that the owner lives at this location and operated the business on the first
 floor as well.

 Commissioner Naumiak asks if they sign will remain, the general contractor
 clarifies that the awning will be removed and a blade sign will be added.

 Commissioner Maschek comments that he likes the black trim around the
 windows and asks if all the brick will be replaced. The general contractor
 responds that all the brick will be replaced as it is currently deteriorating and
 the proposal also includes an angled entrance to the storefront.

 The Commissioners all agreed that the façade change will improve the overall
 look of the building and the blade sign proposed is well designed as well.
 The commissioners were happy with the changes proposed and approve this
 case

 Recommendation & Voting
 A motion was made to grant a Certificate of Appropriateness to approve as
 presented. The vote was unanimous.

 Motion: Joe Maschek Second: Julie Naumiak

 Ayes:7
 Nays:0




 2024-034A – 8266 Lincoln Avenue
 Applicant & Owner: Paul Leongas
 Request: New Building

 Discussion & Interested Parties
 Staff comments were read into the record.

 The landlord and the architect present themselves to the Commission for
 questions. Chairman Lynk asks if the Guidepost Montessori will be renting,
 the landlord confirms yes.

 Commissioner Naumiak asks If it is possible for the front entrance to be
 wider, like a four panel to achieve the entrance to appear more centered in


620729
 the front façade. The Architect explains that it isn’t possible to make a wider
 entrance due or move the entrance to the dimension of the entrance hallway
 and the surrounding classrooms.

 Commissioner DaMario suggests moving the location of the entrance and
 instead of the punched windows, to add ribbon windows. Chairman Lynk adds
 that it is an unattractive façade, and asks about the building height and
 window size.

 The Architect presented a second proposed building elevation in response to
 staff comments. The elevations showed a more balanced look, with added
 accents on the brick and the front entrance appearing more centered.
 The Commissioners agree that the second proposed elevation drawing is
 better than the first.

 Chairman Lynk suggests adding a variation of brick and other materials to the
 front façade to break up the large area of brick in the front façade. Chairman
 Lynk comments on the lack of the detail above the front entrance in the
 second elevation drawing presented. He asks what the petitioner intends to
 do with this space and suggests signage or possibly more windows. The
 Architect confirms that they propose to add signage to this area on the front
 façade.

 Commissioner Mascheck suggests to get creative with the design of the
 signage as the building will be there for a very long time, he points to murals
 across Skokie that have been Commissioned by the Village. Chairman Lynk
 comments that there is a need for more detail on the front façade.

 The Architect proposes adding a cantilever to the front entrance, but is not
 sure if it is allowed. Staff clarifies that Lincoln Avenue is operated by the
 Illinois Department of Transportation and that the Village would not be able to
 approve of any projections into the public right-of-way and street. The
 petitioner would be required to get approval from IDoT to add a cantilever to
 the building.

 The Commissioners discuss the rear and side elevations and inquire about
 the materials being used. The Architect explains that the front elevation will
 be brick and the side and rear elevations will be “Hardie” board siding.

 Commissioner Maschek asks if the windows on the front elevation can be
 taller to align with the top of the front entrance, this would bring more light into
 the classrooms, create a more symmetrical and reduce the amount of brick




620729
 on the front façade. Adding more windows will also make the building
 available for other uses in the future if tenants change.

 Recommendation & Voting
 A motion was made to grant a Certificate of Appropriateness to approve with
 the exception of increasing the size of the front windows, adding a variation of
 brick shading in the vertical masses, and the area above the front door be
 treated with artwork or creative signage in the second front elevation drawing
 presented at the meeting. The vote was unanimous.

 Motion: Joe Maschek Second: Thomas DaMario
 Ayes: 7
 Nays: 0


Chairman Lynk reminds the Commissioners of the next regularly scheduled Appearance
Commission Meeting on August 14th, and that there will be an additional meeting on
August 28th for the Old Orchard Mall redevelopment proposal.
Meeting Adjourned at 8:35 PM




620729
MEMORANDUM
Community Development Department

To: Michael Lynk, Appearance Commission Chair
 Appearance Commission Members

From: Brian J Augustine, Zoning Administrator/Permit Supervisor
 Jose Acosta, Planning Coordinator
 Justin Malone, Neighborhood Services Coordinator

Date: August 14, 2024

SUBJECT: APPEARANCE COMMISSION STAFF REPORT

Staff offers the following comments on the cases scheduled for the August 14, 2024, Appearance
Commission meeting:

NEW BUSINESS:
RESIDENTIAL REQUESTS

2024-035A 8610 Keeler Ave – The applicant is proposing to change the front elevation.
 Changes consist of removal of the front columns, rebuilding the front gable, a new
 front door with sidelites and a new entry portico.

 Staff has no objections to the proposed front elevation changes. The applicant is
 replacing older columns with a new, more contemporary, front portico. The new
 single front door, that replaced a double door, fits in well with the front elevation.


NON-RESIDENTIAL REQUESTS

2024-036A 9310 Kenton Ave - The applicant is proposing a new addition on the north side of
 the existing building. The materials of the addition will consist of a lighter and darker
 brick, a wood looking composite panel and a light metal composite panel.
 Overall staff has no objections to the proposed elevations of the new addition. The
 use of glass and lighter brick will give the addition a lighter feel than the existing
 building. The dark brick used along the bottom of the front elevation will tie in the
 addition to the existing building.


2024-037A 5440 Touhy east (Restaurant building) - The applicant is proposing two new
 restaurants in building B at the northeast corner of Touhy and Linder Avenue. The
 restaurants will be part of a site plan approval/planned development.
 Staff has no objections to the proposed elevations. The building will use a mix of
 fiber cement siding, brick, stone, metal coping, and dimensioning walls. Staff
 commented on the color of the Fiber Canopy which stands out in the elevation, but
 understands that this is a color typically used by the “First Watch” restaurant. Sign
Doc 621189 – August 14, 2024 Appearance Staff Report
 1
 relief may be necessary for the signage proposed on the submitted building
 elevations.
2024-038A 5440 Touhy Ave west (Chase Bank) – The applicant is proposing a new bank
 building at the northeast corner of Touhy and Linder. The bank will be part of a site
 plan approval/planned development.
 Staff has no objections to the proposed elevations. The building will use a mix of
 stone, brick and ACM panels. Staff is supportive of material usage and change in
 wall planes. Staff has no objections to the overall landscape plan; however, the
 proposed tree species will need to be verified by the Village Forester. The applicant
 does not show any proposed signage on the building elevations, sign relief may be
 necessary.


OLD BUSINESS:
RESIDENTIAL REQUESTS
2023-033A 9100 Kenton Ave – The applicant is proposing a taller roof on a case that was
 previously approved by the Appearance Commission. During a recent inspection it
 was noted the building was taller than the approved height on the plans. The applicant
 will be requesting a building height variation via the Zoning Board of Appeals. The
 applicant is appearing before the Appearance Commission again, because all building
 height variation requests must receive approval by the Appearance Commission prior
 to the Zoning Board of Appeals.
 Staff has no objections to the aesthetics of the building with the taller roof. Staff’s
 objection to the overall height will be presented to the Zoning Board of Appeals.




Doc 621189 – August 14, 2024 Appearance Staff Report
 2
 Village of Skokie
 APPEARANCE COMMISSION APPLICATION
 Community Development Department - Building & Inspection Services Division
 5127 Oakton St. Skokie, IL 60077
 Phone 847/933-8223
 The Appearance Commission meets the 2nd Wednesday* of each month at 7:30 p.m.
 *Unless otherwise noted
 Applications will only be accepted in a PDF format.


APPLICATION DATE: 07.17.24
 _____________________________________

APPLICATION TYPE (Please check all that apply):
 New Construction 1st Floor Addition 2nd Floor Addition X Façade Signage Other

LAND USE:
 X Single Family Residential Multifamily Residential Mixed Use Commercial Industrial Other
 8610 Keeler Ave.
SUBJECT ADDRESS: ___________________________________________________________________________

OWNER INFORMATION: Please print legibly.
NAME(S): Ariel Silverstein & Nathaniel Bobrick
ADDRESS: 8610 Keeler Ave. CITY, STATE ZIP: Skokie, IL 60076
PHONE#: 847.271.4633 EMAIL: arielruth99@gmail.com

AGENT/PETITIONER INFORMATION (if other than owner):
 847.266.0648
NAME(S): Fraerman Associates Architecture (James Fraerman) DAYTIME PHONE #: ____________________________
ADDRESS: 609 Laurel Ave. CITY, STATE ZIP: Highland Park, IL 60035
 ______________________________
EMAIL: jim@fraermanarch.com SIGNATURE: __________________________________
Please submit the following PDFs to appearance@skokie.org to complete your digital-only application:
 1. Elevations, floor plans, and site plans. Scale ¼” = 1’-0” is preferred, but not required. If the file size is greater
 than 5MB, multiple emails are allowed. Ensure “Appearance Commission PDF” and the project’s property
 address are in the subject line of the email. Color elevations or one color rendering is required.
 2. Completed Zoning Information Worksheet (residential projects only)
 3. Photographs (all sides of the subject building and the fronts of neighboring buildings)
 4. Excerpts of brochures and/or cut sheets of new materials and colors proposed for the project. Matching
 existing materials and colors can be confirmed with the submitted photographs.
 5. Plat of Survey
Does your project include a green roof? Yes No X
* If your project includes a green roof you will placed at or near the top of the agenda.


 Fee Schedule
 Residential Site (new) … $100 plus $50.00 per unit
 Non-Residential Site* (new) … $100 plus $50.00 per 1,000 square feet (based on square footage of building)
 * Any non-residentially zoned site (Business, Industrial, Mixed-Use districts)
 Any Other Appearance Review (Additions, Façade, Sign Package, etc.) … $50.00
 If you have already paid for a preliminary plan review there is no charge.
 For Office Use Only:
 Case Number ____________________________ Meeting Date ________________________________________________
 Acct # NR Amt $ _________________________ Cash / Credit Card/ Check # ____________________________________

 Any required fees or monies owed by the applicant to the Village must be paid as a condition of approval .
VOSDOCS-#149808-v15-Appearance_Commission_Application_form Revised 12/4/23
 N 0°49'04" E 83.34'




 BREAKFAST FAMILY ROOM
 TERRACE AREA




 LIVING
 ROOM
 50.0' REAR YARD
 SETBACK LINE




 S 89°33'03" W 220.07' 6'-0" SIDE SETBACK LINE 6'-0" SIDE SETBACK LINE N 89°33'03" E 220.07'
 OFFICE FUTURE
 TERRACES,
 N.I.C.




 APPROVED
 2-STORY
 VESTIBULE ADDITION

 PR #1

 WIC PANTRY LINE OF EXISTING
 HOUSE


 EXISTING 2-STORY
 HOME



 EXISTING DOG RUN NEW PORTICO
 PR #2 WALKWAY

 EXISTING WALKWAY
 AND STOOP

 MUDROOM
 1-STORY
 KITCHEN FOYER DINING GARAGE


 CL. CL. 70.2' FRONT YARD
 SETBACK LINE


 4"
 PORTICO
 1x6 TONGUE & V-GROOVE CEILING
 4'-8" 3'-8"
 NEW PILASTER
 LINE OF ROOF EXISTING PAVER
 EDGE ABOVE DRIVEWAY
 8"

 NEW PORTICO COLUMN


 2-CAR GARAGE 8" 6'-2 1/2" 8"
 7'-6 1/2"


 AREA OF PROPOSED WORK



 S 0°49'04" W 83.34'




 PROPOSED SITE PLAN
 2 SCALE: 1/16" = 1'-0"

 KEELER AVE.



 PROPOSED FIRST FLOOR PLAN (ENTRY)
 1 SCALE: 1/4" = 1'-0"
 SKOKIE
 APPEARANCE
 COMMISSION
07.17.24


 8610
 KEELER
 SKOKIE, IL
 © FRAERMAN ASSOCIATES
 ARCHITECTURE INC. 2023
 EXISTING ASPHALT
 SHINGLE ROOF




 EXISTING BRICK EXISTING BRICK




 NEW WALL LIGHTS
 AT EXISTING
 LOCATIONS, TYP.


 EXISTING ENTRY
 DOORS


 NEW WALL LIGHTS
 AT EXISTING
 LOCATIONS, TYP.



 EXISTING COLUMNS




 EXISTING GARAGE EXISTING EAST ELEVATION (ENTRY)
 DOOR 1 SCALE: 1/4" = 1'-0"




 NEW 'JAMES HARDIE' 714"
 SMOOTH LAP SIDING AT
 EXISTING GABLE
 NEW ASPHALT
 SHINGLE ROOF TO
 MATCH EXISTING

 WHITE ALUMINUM
 EXISTING ASPHALT GUTTERS & DOWNSPOUTS
 ROOF TO MATCH EXISTING

 FRIEZE AND
 DENTALS TO
 MATCH EXISTING

 EXISTING BRICK QUOINS TO
 BRICK MATCH EXISTING,
 TYP.




 NEW BRICK TO
 MATCH EXISTING




 NEW WINDOWS IN
 EXISTING WALL.
 PATCH & REPAIR
 NEW INDIANA
 AS REQUIRED.
 LIMESTONE SILLS
 AT ALL NEW
 OPENINGS, TYP.




 NEW DOWNSPOUTS
 EXISTING EXISTING TO MATCH EXISTING
 DOWNSPOUTS EXISTING WINDOWS DOWNSPOUTS
 214" THICK INDIANA
 LIMESTONE CAP

 EXISTING NORTH ELEVATION
 2 SCALE: 1/4" = 1'-0"




 SKOKIE
 APPEARANCE
 COMMISSION
07.17.24


 8610
 KEELER
 SKOKIE, IL
 © FRAERMAN ASSOCIATES
 ARCHITECTURE INC. 2023
 EXISTING ROOF


 SALVAGED DECORATIVE
 ELEMENT FROM EXISTING
 GABLE

 NEW SMOOTH PANELS
 PAINTED WHITE TO MATCH
 EXISTING TRIM

 REBUILT GABLE AS REQUIRED


 ALUMINUM
 GUTTERS TO
 MATCH EXISTING

 EXISTING WINDOWS AND
 SHUTTERS


 EXISTING BRICK




 NEW FRONT DOOR & SIDELITES




 NEW ENTRY PORTICO,
 PAINTED WHITE TO MATCH
 EXISTING TRIM ON EXISTING
 STOOP




 PROPOSED EAST ELEVATION (ENTRY)
 1 SCALE: 1/4" = 1'-0"




 REBUILD GABLE

 NEW ASPHALT SHINGLES
 TO MATCH EXISTING

 NEW ASPHALT SHINGLE
 ROOF TO MATCH EXISITNG




 NEW ENTRY PORTICO

 PROPOSED NORTH ELEVATION
 2 SCALE: 1/4" = 1'-0"




 SKOKIE
 APPEARANCE
 COMMISSION
07.17.24


 8610
 KEELER
 SKOKIE, IL
 © FRAERMAN ASSOCIATES
 ARCHITECTURE INC. 2023
 Village of Skokie
 APPEARANCE COMMISSION APPLICATION
 Community Development Department - Building & Inspection Services Division
 5127 Oakton St. Skokie, IL 60077
 Phone 847/933-8223
 The Appearance Commission meets the 2nd Wednesday* of each month at 7:30 p.m.
 *Unless otherwise noted
 Applications will only be accepted in a PDF format.


APPLICATION DATE: July 31st, 2024
 _____________________________________

APPLICATION TYPE (Please check all that apply):
 New Construction X 1st Floor Addition 2nd Floor Addition Façade Signage Other

LAND USE:
 Single Family Residential Multifamily Residential Mixed Use Commercial Industrial X Other
 9350 Kenton Ave, Skokie, IL 60076
SUBJECT ADDRESS: ___________________________________________________________________________

OWNER INFORMATION: Please print legibly.
NAME(S): Skokie School District 68
ADDRESS: 9440 Kenton Ave CITY, STATE ZIP: Skokie, IL 60076
PHONE#: 847-676-9000 EMAIL:

AGENT/PETITIONER INFORMATION (if other than owner):
NAME(S): STR Partners DAYTIME PHONE #: 312-464-1444
 ____________________________
ADDRESS: 350 W Ontario St #200 CITY, STATE ZIP: Chicago, IL 60654
 ______________________________
EMAIL: jennifer@strpartners.com SIGNATURE: __________________________________
Please submit the following PDFs to appearance@skokie.org to complete your digital-only application:
 1. Elevations, floor plans, and site plans. Scale ¼” = 1’-0” is preferred, but not required. If the file size is greater
 than 5MB, multiple emails are allowed. Ensure “Appearance Commission PDF” and the project’s property
 address are in the subject line of the email. Color elevations or one color rendering is required.
 2. Completed Zoning Information Worksheet (residential projects only)
 3. Photographs (all sides of the subject building and the fronts of neighboring buildings)
 4. Excerpts of brochures and/or cut sheets of new materials and colors proposed for the project. Matching
 existing materials and colors can be confirmed with the submitted photographs.
 5. Plat of Survey
Does your project include a green roof? Yes No X
* If your project includes a green roof you will placed at or near the top of the agenda.


 Fee Schedule
 Residential Site (new) … $100 plus $50.00 per unit
 Non-Residential Site* (new) … $100 plus $50.00 per 1,000 square feet (based on square footage of building)
 * Any non-residentially zoned site (Business, Industrial, Mixed-Use districts)
 Any Other Appearance Review (Additions, Façade, Sign Package, etc.) … $50.00
 If you have already paid for a preliminary plan review there is no charge.
 For Office Use Only:
 Case Number ____________________________ Meeting Date ________________________________________________
 Acct # NR Amt $ _________________________ Cash / Credit Card/ Check # ____________________________________

 Any required fees or monies owed by the applicant to the Village must be paid as a condition of approval .
VOSDOCS-#149808-v15-Appearance_Commission_Application_form Revised 12/4/23
SURVEY
 D68 EARLY LEARNING CENTER ADDITION
 9310 KENTON AVE, SKOKIE, IL 60076
STR Partners, LLC
350 West Ontario Street | Suite 200 SKOKIE SCHOOL DISTRICT 68
Chicago, IL 60654
www.strpartners.com 07/29/2024
 E F G H J


 D K ADDITION
 EXISTING


 L

 C B A

 PHOTO KEY PLAN
 A B




 C D E

PHOTOS - 1
 D68 EARLY LEARNING CENTER ADDITION
 9310 KENTON AVE, SKOKIE, IL 60076
STR Partners, LLC
350 West Ontario Street | Suite 200 SKOKIE SCHOOL DISTRICT 68
Chicago, IL 60654
www.strpartners.com 07/29/2024
 F G H




 J K L

PHOTOS - 2
 D68 EARLY LEARNING CENTER ADDITION
 9310 KENTON AVE, SKOKIE, IL 60076
STR Partners, LLC
350 West Ontario Street | Suite 200 SKOKIE SCHOOL DISTRICT 68
Chicago, IL 60654
www.strpartners.com 07/29/2024
 APPROXIMATE LOCATION
 AND SIZE OF
 UNDERGROUND GEO- EXISTIG CURB CUT, RETAIN
 THERMAL WELL FIELD, SEE ACCESS FOR DISTRICT
 ENGINEERING DOCUMENTS MAINTENANCE VEHICLES,
 FOR MORE INFORMATION CARS, BUSES, ETC. DURING
 CONSTRUCTION

 FENCED OUTDOOR PLAN
 AREA. SURFACE
 PREPARATION &
 DRAINAGE BY PROJECT
 CONTRACTOR. SITE
 POURED RUBBER PLAY
 SURFACE FURNISHED &
 INSTALLED BY OWNER'S NEW BUS
 CONTRACTOR UNDER DROP-OFF
 SEPARATE CONTRACT. #DrgID AREA
 COORDINATE WORK AND #LayID
 SCHEDULE WITH
 #DrgID
 #DrgID
 EXISTING SIDEWALK NEW SIDEWALK
 #LayID

 CONSTRUCTION MANAGER #LayID G
 RO
 #DrgID
 SS
 EXISTING NEW
 #LayID
 PO
 BUILDING CONSTRUCTION CANOPY IN
 FENCED OUTDOOR T
 new sidewalk RD
 PLAY AREA



 new landscaped area
 OUTDOOR
 OFFICE MULTI-PURPOSE
 STORAGE
 152B 161
 152G CLASSROOM #1 CLASSROOM #2
 159 163
 OFFICE STEM & CLASSROOM #3
 OFFICE
 152C MAKE-IT SPACE 165
 152E
 157
 OFFICE
 OFFICE
 NEW ADDITION NEW ADDITION
 STUDENT COMMONS
 154 153 ROOF ROOF
 C110
 NEW LANDSCAPE ISLAND EXISTING PAVED
 WAITING
 SECURE 151 parking lot.
 CONF. RM VESTIBULE no new work
 150B NEW RAIN GARDEN
 ENTRY CLASSROOM #4 CLASSROOM #5
 CLASSROOM #6 CLASSROOM #7
 EXISTING OLD ORCHARD OFFICE GARDEN 158 160 162 164
 JUNIOR HIGH SCHOOL 150C
 SERVICE
 YARD HEALTH OFFICE
 OFFICE 150D
 150E #DrgID
 #LayID

 MONUMENTAL SIGN MAIN ENTRY PARENT DROP-OFF EXISTING ONE-STORY BUILDING
 CANOPY NEW LANDSCAPE ISLAND
 EXISTING ONE-STORY
 BUILDING



 EXTENSION TO
 EXISTING PAVEMENT


 NEW SIDEWALK WITH MOUNTABLE CURBS
 AND DETECTABLE WARNING AT LOADING AREAS



 9'-0" 9'-0"
 APPROXIMATE LOCATION OF
 UNDERGROUND STORMWATER
 DETENTION TRAP EXISTING EDUCATIONAL
 SERVICE CENTER


 EXISTING SIDEWALK

 RECONFIGURED ASPHALT PARKING RESURFACE AND RESTRIPE



 EXISTING PARKING &
 EXTENSION TO
 DRIVE AISLE. NO WORK EXISTING PARKING & EXISTING PAVEMENT
 DRIVE AISLE. NO WORK


 18'-0"




 24'-0"
 9'-0"




 NEW SIDEWALK




 EXISTING SIDEWALK & EXISTING CURB CUT
 EXISTING CURB CUT KENTON AVE
 PARKWAY, NO WORK




 0' 32' 64' 128'



SITE PLAN
 D68 EARLY LEARNING CENTER ADDITION
 9310 KENTON AVE, SKOKIE, IL 60076
STR Partners, LLC
350 West Ontario Street | Suite 200 SKOKIE SCHOOL DISTRICT 68
Chicago, IL 60654
www.strpartners.com 07/29/2024
 EXISTING NEW
 BUILDING CONSTRUCTION




 OUTDOOR
 STORAGE OFFICE
 152B MULTI-PURPOSE
 152G 161
 CLASSROOM #1 CLASSROOM #2
 159 163
 STEM & CLASSROOM #3
 OFFICE OFFICE 165
 152E 152C MAKE-IT SPACE
 157

 OFFICE OFFICE
 154 153 STUDENT COMMONS
 C110




 WAITING
 SECURE 151
 CONF. RM VESTIBULE
 150B

 CLASSROOM #4 CLASSROOM #5 CLASSROOM #6 CLASSROOM #7
 OFFICE 158 160 162 164
 150C


 HEALTH
 OFFICE
 OFFICE
 150D
 150E




 0' 10' 20' 40'




FLOOR PLANS
 D68 EARLY LEARNING CENTER ADDITION
 9310 KENTON AVE, SKOKIE, IL 60076
STR Partners, LLC
350 West Ontario Street | Suite 200 SKOKIE SCHOOL DISTRICT 68
Chicago, IL 60654
www.strpartners.com 07/29/2024
 WOOD-LOOK METAL METAL GUTTER
 COMPOSITE PANEL




 LIGHT BRICK METAL COPING
 ALUMINUM STOREFRONT WOOD-LOOK METAL COMPOSITE PANELS
 LIMESTONE SILL
 COMPOSITE METAL HEADER
 STORM-PROOF LOUVER DARK BRICK




 SPANDREL GLASS
 METAL GUTTER WOOD-LOOK METAL
 VISION GLASS COMPOSITE PANEL




 ALUMINUM STOREFRONT
 STORM-PROOF LOUVER METAL COPING
 LIGHT BRICK
 WOOD-LOOK METAL COMPOSITE PANELS
 COMPOSITE METAL HEADER LIMESTONE SILL
 DARK BRICK




ELEVATIONS
 D68 EARLY LEARNING CENTER ADDITION
 9310 KENTON AVE, SKOKIE, IL 60076
STR Partners, LLC
350 West Ontario Street | Suite 200 SKOKIE SCHOOL DISTRICT 68
Chicago, IL 60654
www.strpartners.com 07/29/2024
 LIGHT
 BRICK
 WOOD-LOOK
 METAL
 COMPOSITE
 PANEL LIMESTONE




 LIGHT METAL DARK BRICK
 COMPOSITE TO MATCH
 PANEL EXISTING
MATERIALS
 D68 EARLY LEARNING CENTER ADDITION
 9310 KENTON AVE, SKOKIE, IL 60076
STR Partners, LLC
350 West Ontario Street | Suite 200 SKOKIE SCHOOL DISTRICT 68
Chicago, IL 60654
www.strpartners.com 07/29/2024
 Village of Skokie
 APPEARANCE COMMISSION APPLICATION
 Community Development Department - Building & Inspection Services Division
 5127 Oakton St. Skokie, IL 60077
 Phone 847/933-8223
 The Appearance Commission meets the 2nd Wednesday* of each month at 7:30 p.m.
 *Unless otherwise noted
 Applications will only be accepted in a PDF format.


APPLICATION DATE: July 26, 2024
 _____________________________________

APPLICATION TYPE (Please check all that apply):
✔ New Construction 1st Floor Addition 2nd Floor Addition Façade Signage Other

LAND USE:
 Single Family Residential Multifamily Residential Mixed Use ✔ Commercial Industrial Other

 5404-5418 Touhy Avenue, 5440 Touhy Avenue, 7235 Linder Avenue
SUBJECT ADDRESS: ___________________________________________________________________________

OWNER INFORMATION: Please print legibly.
NAME(S): Linder Touhy LLC
ADDRESS: 440 South LaSalle Street, Suite 3100 CITY, STATE ZIP: Chicago, IL 60605
PHONE#: 312-952-3507 EMAIL: sgidwitz@riverbendindustries.com

AGENT/PETITIONER INFORMATION (if other than owner):
NAME(S): Scott Gidwitz 312-952-3507
 DAYTIME PHONE #: ____________________________
ADDRESS: 425 South Financial Place, Suite 3100 CITY, STATE ZIP: Chicago, IL 60605
 ______________________________
EMAIL: sgidwitz@riverbendindustries.com SIGNATURE: __________________________________
Please submit the following PDFs to appearance@skokie.org to complete your digital-only application:
 1. Elevations, floor plans, and site plans. Scale ¼” = 1’-0” is preferred, but not required. If the file size is greater
 than 5MB, multiple emails are allowed. Ensure “Appearance Commission PDF” and the project’s property
 address are in the subject line of the email. Color elevations or one color rendering is required.
 2. Completed Zoning Information Worksheet (residential projects only)
 3. Photographs (all sides of the subject building and the fronts of neighboring buildings)
 4. Excerpts of brochures and/or cut sheets of new materials and colors proposed for the project. Matching
 existing materials and colors can be confirmed with the submitted photographs.
 5. Plat of Survey
Does your project include a green roof? Yes No ✔
* If your project includes a green roof you will placed at or near the top of the agenda.


 Fee Schedule
 Residential Site (new) … $100 plus $50.00 per unit
 Non-Residential Site* (new) … $100 plus $50.00 per 1,000 square feet (based on square footage of building)
 * Any non-residentially zoned site (Business, Industrial, Mixed-Use districts)
 Any Other Appearance Review (Additions, Façade, Sign Package, etc.) … $50.00
 If you have already paid for a preliminary plan review there is no charge.
 For Office Use Only:
 Case Number ____________________________ Meeting Date ________________________________________________
 Acct # NR Amt $ _________________________ Cash / Credit Card/ Check # ____________________________________

 Any required fees or monies owed by the applicant to the Village must be paid as a condition of approval .
VOSDOCS-#149808-v15-Appearance_Commission_Application_form Revised 12/4/23
 TOUHY & LINDER COMMERCIAL
 OKW ARCHITECTS
 600 W. Jackson, Suite 250
 PLAN COMMISSION & APPEARANCE REVIEW DEVELOPMENT
 SKOKIE, IL 00
Architects Chicago, IL 60661
 TOUHY& LINDER 07/29/2024 Project #: 23052
 1 LOOKING NORTH-WEST FROM TOUHY




 2 LOOKING NORTH FROM TOUHY




 3 LOOKING NORTH-EAST FROM TOUHY/LINDER


 4
 PROJECT SITE


 3 2 1


 4 LOOKING EAST FROM LINDER



 TOUHY & LINDER COMMERCIAL
 OKW ARCHITECTS DEVELOPMENT
 600 W. Jackson, Suite 250
 Chicago, IL 60661 EXISTING PHOTOS SKOKIE, IL 01
Architects
 07/29/2024 Project #: 23052
 5 LOOKING SOUTH-EAST FROM LINDER




 6 LOOKING SOUTH FROM NORTH SIDE OF SITE




 5 6
 7 LOOKING SOUTH-WEST ACROSS SITE
 7


 8
 PROJECT SITE




 8 LOOKING NORTH-WEST ACROSS SITE



 TOUHY & LINDER COMMERCIAL
 OKW ARCHITECTS DEVELOPMENT
 600 W. Jackson, Suite 250
 Chicago, IL 60661 EXISTING PHOTOS SKOKIE, IL 02
Architects
 07/29/2024 Project #: 23052
 TOUHY & LINDER COMMERCIAL
 OKW ARCHITECTS
 600 W. Jackson, Suite 250
 PLAT OF SURVEY DEVELOPMENT
 SKOKIE, IL 03
Architects Chicago, IL 60661
 (FOR REFERENCE) 07/29/2024 Project #: 23052
 612.65'




 445.01' EXISTING TREE TO BE REMOVED, TYP. EXISTING BUILDING TO 445.01'
 SEE LANDSCAPE DRAWINGS FOR BE DEMOLISHED.
 MORE INFORMATION



 EXISTING PROJECT
 PROPERTY LINES




 612.16'

 EXISTING TREE TO BE REMOVED,
 TYP. SEE LANDSCAPE DRAWINGS
 FOR MORE INFORMATION


 EXISTING SURVEY W/ OVERLAY
 1 SCALE: 1" = 60'-0"



 N TOUHY & LINDER COMMERCIAL
 OKW ARCHITECTS
 600 W. Jackson, Suite 250
 SCALE: 1" = 60' PLAT OF SURVEY DEVELOPMENT
 SKOKIE, IL 04
Architects Chicago, IL 60661
 PROJECT
 0 15' 30' 60'
 OVERLAY 07/29/2024 Project #: 23052
 BUILDING SUMMARY
 25' BUILDING SETBACK
 PER SKOKIE ORDINANCE NO. 2022-22P
 B4 REGIONAL MIXED-USE SHOPPING DISTRICT

 PERMITTED USES (PER APPENDIX A USE TABLE):
 •  BANK, CREDIT UNION, OR OTHER SAVINGS
 BUILDING D (EXISTING) INSTITUTION, INCLUDING CURRENCY EXCHANGES
 BUILDING C (EXISTING)
 23,885 GSF •  RESTAURANT, LIMITED SERVICE—WITHOUT DRIVE-
 TENANT 3: 34,152 GSF
 21,497 NSF (90% EFFICIENCY) THROUGH
 SITE 30,737 NSF (90% EFFICIENCY)
 LIGHTING, 7
 16



 15' BUILDING SETBACK
 1 PARKING SPACE PER 600 NSF TYP.
 EXTEND
 1 PARKING SPACE PER 600 NSF SPECIAL USES (PER APPENDIX A USE TABLE):
 PUBLIC (MANUFACTURTING USES) 5 7 •  RESTAURANT, LIMITED SERVICE WITH DRIVE-
 WALK (MANUFACTURTING USES)
 NORTH 36 PARKING SPACE REQUIRED THROUGH (EXCEPT CARRYOUT RESTAURANTS)
 8' - 5" 25' - 8" 18' - 0" 18' - 0" 24' - 0" 16' - 0"8' - 0"12' - 2" 52 PARKING SPACE REQUIRED
 BUILDING DIMENSIONAL REQUIREMENTS (PER SEC 118-145)
 B4 REGIONAL MIXED-USE SHOPPING DISTRICT
 EXISTING TREE 3 ALLOWED PROPOSED
 TO REMAIN


 18' - 0" 10' - 7"
 BUILDING HEIGHT: 175' 22' (BUILDING A)

 18' - 0" 11' - 7"



 LINDER AVE.
 175' 25' (BUILDING B)
 21 16
 FRONT YARD SETBACK
 8 ILLINOIS STATE ROUTE: 25' 72'-4"
 14'x12' TRASH
 24' - 0" 24' - 0"
 PROPOSED PROPOSED 14'x12' TRASH BUILDING C (EXISTING) FRONT YARD SETBACK
 PROPOSED
 DIRECTIONAL SIGN DIRECTIONAL SIGN 14'x20' TRASH DIRECTIONAL SIGN ALL OTHERS STREETS: 15' 64'-3"



 25' BUILDING SETBACK
 TENANT 2: 13,000 GSF
 SIDE YARD SETBACK: 25' 372'-0"
 20' - 6"
 11,700 NSF (90% EFFICIENCY)
 25' - 10"
 3
 REAR YARD SETBACK: 25' 280'-6"
 16' - 0"
 4 9' - 0" 2' - 0" 10
 1 PARKING SPACE PER 600 NSF

 12' - 0" 25' - 0"
 FUTURE




 8' - 0" 16' - 0" 24' - 0"
 ATM (MANUFACTURTING USES)
 7' - 0" OUTDOOR
 PATIO: 543 SF 20 PARKING SPACE REQUIRED PARKING SUMMARY
 9' - 0" 4
 T 10 BUILDING A: NEW BANK - 3,384 GSF / 3,046 NSF
 BANKS AND OTHER FINANCIAL INSTITUTIONS, WALK-IN: 1 PARKING
 BUILDING C (EXISTING) SPACE FOR EACH 300 SF OF NET FLOOR AREA.
 TENANT 1: 20,258 GSF 3 REQUIRED PROPOSED
 16' - 0" 24' - 0" 89' - 4" 80' - 0" 14' - 0" 114' - 0" 7' - 8" 16' - 0" 24' - 0" 16' - 0"8' - 0"12' - 2"
 11 SPACES 33 SPACES (31 + 2 HC)
 18,233 NSF (90% EFFICIENCY) 37
 8' - 0" 2' - 0" BUILDING A: BUILDING B: 4 2
 SITE
 LIGHTING,
 3,384 GSF 6,544 GSF 6'x12' BIKE 1 PARKING SPACE PER 1500 NSF BUILDING B: NEW RESTAURANT - 6,544 GSF / 5,650 NSF
 73' - 0"
 PARKING: FOOD ESTABLISHMENTS: 1 PARKING SPACE FOR EACH 100 SF OF
 TYP.
 8' - 0" (3) BIKE RACKS 1 PARKING SPACE PER EMPLOYEE
 13 (6) SPACES (CONSTRUCTION MATERIAL SALES) NET FLOOR AREA
 6'x8' BIKE 23 PARKING SPACE REQUIRED REQUIRED PROPOSED

 16' - 0"8' - 0" 16' - 0"8' - 0"
 PARKING: 57 SPACES 57 SPACES (54 + 3 HC)
 (2) BIKE RACKS
 6'x8' BIKE
 4 2 1 3 9' - 0" 8' - 0"8' - 0"2
 (4) SPACES 4 4
 PARKING: BUILDING C: EXISTING MULTI-TENANT - 67,410 GSF / 60,670 NSF
 (2) BIKE RACKS OUTDOOR PROPOSED EXISTING
 24' - 0" 24' - 0"
 SITE REQUIRED PROPOSED
 24' - 0"
 (4) SPACES PATIO: 256 SF GROUND SIGN 1 GROUND SIGN LIGHTING,
 4 PER SEC.82-28.C.B TO BE REMOVED TYP. 95 SPACES 97 SPACES (92 + 5 HC)
 25' BUILDING SETBACK

 16' - 0"
 16' - 0"
 10 2' - 0" 11 2' - 0"
 12 16' - 0" 2' - 0" 10 BUILDING D: EXISTING VACANT - 23,885 GSF / 21,497 NSF
 REQUIRED PROPOSED
PROPOSED
 8' - 0" 4' - 2" 36 SPACES 53 SPACES
GROUND SIGN 2
PER SEC.82-28.C.B EXISTING TREES TO REMAIN,
 EXISTING TREES TO REMAIN,
 TYP. SEE LANDSCAPE PLAN OVERALL DEVELOPMENT
 TYP. SEE LANDSCAPE PLAN
 FOR NEW PLANTINGS
 TOUHY AVE. FOR NEW PLANTINGS REQUIRED PROPOSED
 199 SPACES 240 SPACES
 EXISTING
 TRAFFIC SIGNAL ARCHITECTURAL SITE PLAN
 1 SCALE: 1" = 60'-0"



 N TOUHY & LINDER COMMERCIAL
 OKW ARCHITECTS
 600 W. Jackson, Suite 250
 SCALE: 1" = 60' PROPOSED DEVELOPMENT
 SKOKIE, IL 05
 Architects Chicago, IL 60661
 PROJECT
 0 15' 30' 60'
 ARCHITECTURAL SITE PLAN 07/29/2024 Project #: 23052
 98' - 4"
 38' - 9" 59' - 7"




 SPRINKLER
 ROOM
 83 GSF




 TENANT 1 TENANT 2
 2,511 GSF 3,950 GSF
 73' - 0"




 1 BUILDING B FLOOR PLAN
 07 SCALE: 3/32" = 1'-0"

 N TOUHY & LINDER COMMERCIAL
 OKW ARCHITECTS
 600 W. Jackson, Suite 250
 SCALE: 1/8" = 1' 0" FLOOR PLAN DEVELOPMENT
 SKOKIE, IL 07
Architects Chicago, IL 60661
 PROJECT
 0' 2' 4' 8'
 (BUILDING B) 07/29/2024 Project #: 23052
 FC-1: FIBER PROPOSED BUILDING WALL EIFS-1: EXTERIOR INSULATION T/O PARAPET H.
  MT-1: METAL COPING 25' - 0"
 CEMENT SIDING SIGN 1B PER SEC.82-28.B.1.C & FINISH SYSTEMS (EIFS)
 FB-1: FACE BRICK PROPOSED LOCATION
 EXTERIOR MATERIAL SCHEDULE
 OF ROOF-TOP UNIT. T/O PARAPET L.
 21' - 8" TAG DESCRIPTION MANUFACTURER TYPE/MODEL COLOR
SOLDIER COURSE BRICK 8' - 2" EIFS-1 EXTERIOR DRYVIT OUTSULATION PAINTED -
 T/O MASONRY L.
 20' - 0" INSULATION & SYSTEM ELDER WHITE
 2' - 6" FINISH SYSTEMS SW 7014
 T/ROOF H.P. (EIFS)
 17' - 0"
 FB-1 FACE BRICK INTERSTATE MODULAR PLATINUM
 BRICK SOLID FACE
 FB-2 FACE BRICK INTERSTATE MODULAR COAL
 T/O STOREFRONT BRICK SOLID FACE
 10' - 0" FC-1 FIBER CEMENT JAMES HARDIE HARDIE PAINTED -
 SIDING ARTISAN GRIZZLE GRAY
 SIDING, SW 7068
 SQUARE
 CHANNEL

 MT-1 METAL COPING ATAS CLASSIC
 GROUND LEVEL INTERNATIONAL BRONZE
 0' - 0" MT-2 METAL CANOPY MAPES CANOPIES CANTILEVER EXTRA DARK
 FB-2: FACE BRICK SOLDIER COURSE BRICK MT-2: METAL CANOPY ALUM. STOREFRONT, DARK BRONZE
 LUMISHADE BRONZE
 2 BUILDING B - ELEVATION - WEST ST-1 STONE CUSTOM CAST
 STONE
 SUPER BLACK
 08 SCALE: 1/8" = 1'-0"


 T/O PARAPET H.
 EIFS-1: EXTEIROR INSULATION & PROPOSED LOCATION PROPOSED BUILDING WALL 25' - 0"
 OF ROOF-TOP UNIT. MT-1: METAL COPING
 FINISH SYSTEMS (EIFS) SIGN 2B PER SEC.82-28.B.1.C
 FB-1: FACE BRICK T/O PARAPET L.
 21' - 8"
 15' - 10" SOLDIER COURSE BRICK T/O MASONRY L.
 20' - 0"
 3' - 4"
 T/ROOF H.P.
 17' - 0"
 PAINTED METAL
 TRELLIS, DARK
 BRONZE
 T/O STOREFRONT
 10' - 0"


 PAINTED METAL
 COLUMN, DARK
 BRONZE

 GROUND LEVEL
 0' - 0"
 ST-1: STONE FABRIC CANOPY ALUM. STOREFRONT, DARK BRONZE

 1 BUILDING B - ELEVATION - EAST
 08 SCALE: 1/8" = 1'-0"


 N TOUHY & LINDER COMMERCIAL
 OKW ARCHITECTS
 600 W. Jackson, Suite 250
 SCALE: 1/8" = 1' 0" ELEVATIONS DEVELOPMENT
 SKOKIE, IL 08
 Architects Chicago, IL 60661
 PROJECT
 0' 2' 4' 8'
 (BUILDING B) 07/29/2024 Project #: 23052
 T/O PARAPET H.
 MT-1: METAL COPING 25' - 0"
 PROPOSED BUILDING WALL PROPOSED BUILDING WALL
 SIGN 2C PER SEC.82-28.B.1.C FB-1: FACE BRICK SIGN 1C PER SEC.82-28.B.1.C
 PROPOSED LOCATION PROPOSED LOCATION T/O PARAPET L.
 SOLDIER COURSE BRICK 21' - 8"
 OF ROOF-TOP UNIT. OF ROOF-TOP UNIT.
 T/O MASONRY L.
 20' - 0"
 T/ROOF H.P.
 15' - 10" 8' - 2" 17' - 0"
 PAINTED METAL
 TRELLIS, DARK 3' - 4" 2' - 6"
 BRONZE
 T/O STOREFRONT
 10' - 0"

 PAINTED METAL
 COLUMN, DARK
 BRONZE


 GROUND LEVEL
 0' - 0"
 SOLDIER COURSE BRICK FB-2: FACE BRICK DEMISING WALL PAINTED HM DOOR, DARK BRONZE

 2 BUILDING B - ELEVATION - NORTH
 09 SCALE: 1/8" = 1'-0"


PROPOSED BUILDING WALL FC-1: FIBER CEMENT SIDING PROPOSED LOCATION DEMISING WALL PROPOSED BUILDING WALL PROPOSED LOCATION MT-1: METAL COPING T/O PARAPET H.
SIGN 1A PER SEC.82-28.B.1.C OF ROOF-TOP UNIT. EIFS-1: EXTERIOR INSULATION SIGN 2A PER SEC.82-28.B.1.C OF ROOF-TOP UNIT. 25' - 0"
 MT-2: MAPES CANOPY FB-1: FACE BRICK
 FINISH SYSTEMS (EIFS)
 SOLDIER COURSE T/O PARAPET L.
 BRICK 21' - 8"
 8' - 2" 15' - 10"
 T/O MASONRY L.
 20' - 0"
 2' - 6" 3' - 4"
 T/ROOF H.P.
 17' - 0"
 PAINTED METAL
 TRELLIS, DARK
 BRONZE
 T/O STOREFRONT
 10' - 0"


 PAINTED METAL
 COLUMN, DARK
 BRONZE

 GROUND LEVEL
 0' - 0"
EIFS-1: EXTERIOR INSULATION FINISH SYSTEMS (EIFS) SOLDIER COURSE BRICK ST-1: STONE FABRIC CANOPY FB-2: FACE BRICK ALUM. STOREFRONT, DARK BRONZE

 1 BUILDING B - ELEVATION - SOUTH
 09 SCALE: 1/8" = 1'-0"


 TOUHY & LINDER COMMERCIAL
 OKW ARCHITECTS
 600 W. Jackson, Suite 250
 ELEVATIONS DEVELOPMENT
 SKOKIE, IL 09
 Architects Chicago, IL 60661
 (BUILDING B) 07/29/2024 Project #: 23052
 TOUHY & LINDER COMMERCIAL
 OKW ARCHITECTS
 600 W. Jackson, Suite 250
 PERSPECTIVE DEVELOPMENT
 SKOKIE, IL 10
Architects Chicago, IL 60661
 (BUILDING B) 07/29/2024 Project #: 23052
 TOUHY & LINDER COMMERCIAL
 OKW ARCHITECTS
 600 W. Jackson, Suite 250
 PERSPECTIVE DEVELOPMENT
 SKOKIE, IL 11
Architects Chicago, IL 60661
 (BUILDING B) 07/29/2024 Project #: 23052
 Proposed Floor
 CHASE BANK I Prototypical Plan Elevations
 Exterior (Building A)
 ATM 1
 AHD

 INFORMATION
 ONLY DAY
 SAFE


 34" H.
 EQUIP.
 RM.
 °115
 40"
 MINI-SPLIT
 40"

 REPRESENTED PLAN PRECEDES AOR'S


 21’-6”
 BULLETIN BD.
 FINAL DD / CODE COMPLIANCE VALIDATION. ELEC. PNL.
 COATS DATA
 FINAL CONFIGURATION MAY VARY. ALL- 8'-6"
 NOTE TO AOR; DO NOT PROCEED WITH GENDER [102"]



 MAGNETIC STRIPS
 LG.
 CONSTRUCTION DOCUMENTS IF THIS STAMP 60/35
 BIN 8'-6"
 [102"]
 IS PRESENT. ADJ. SHF.
 MINI-SPLIT


 DRY ERASE BD.
 LOUNGE CASH
 2AP
 ALL- JAN. 30" H.

 ADJ. SHF.
 CHEST
 NOTE: TILE SHOWN FOR PATTERN ONLY. GENDER F.D.

 ACTUAL TILE SIZE AND SPACING TO BE LAID 34" H. 2AW TCC
 LAO 2AP
 OUT AND VERIFIED BY THE ARCHITECT OF
 RECORD TO REFLECT THE DESIGN INTENT. FEC KEY SM.
 SO-LB TEL-AMB-COMB CAB BIN
 DO NOT REMOVE THIS TAG FROM FLOOR PLAN
 PCS 7 M.T. MST
 South Elevation AST
 1 CR 2
 PHONE
 MICR AT 1 AT 2
 34" H. PROTOTYPE
 KEY PLAN I Option PLAN (FOR REFERENCE ONLY)
 2 Plan
 AMB-PRT
 41" H. 30" H.
 36x60
 *Final site elevations to be modified to coordinate with




 CHASE BANK
 Artwork /
 54X19
 54X19
 NO Merch the final approved plan. Final plan is determined based
 on site dimensions, access, grades, and other factors*
 BRG
 54X19 PCS 8
 RS1
 36x60
 "
 '-3
 14
 PRIVACY WALL, TYP. 36x60




 LINDER AVE.
 PCS 6

 21’-6”
 88'-10"
 L&S-SS-S SOL. #3 - 75"
 SO-LB



 6'-3" HOLD [75"]
 BOOTH LIVING
 57"x30" ROOM
 5 BUILT-IN TP

 AMB-SQR
 DRT CONTROLS

 34X72



 6'-3" HOLD [75"]
 57"x30"
 BOOTH
 4

 L&S-DS-M
 SO-LB

 North Elevation




 Chase Bank Exterior Building Package
 PCS 3 LOBBY



 ATM WAYFINDING
 GREETING + ATM 3 36x60
 36x60

 WEL-WM-M
 PCS 1
 REGION - EAST CHI / WISCONSIN 54X19
 SO-LB
 PMWeb ID - 48100R014712 INTEGRAL 55"
 54X19

 ADJ. SHF. LG.AUDIO
 DESIGN STANDARDS CONF./ 40" BIN

 20.6 PCS 2
 ADJ. SHF.
 MFD'S

 EQUIP.
 HARDINESS ZONE 6A / PRINT
 36x72 DAY
 WEATHER VESTIBULE REQUIRED * RM.

 21’-6”
 34" H. SAFE 5A


 Artwork /
 * HARDINESS ZONES </= 6B
 ATM2

21’-6”
 ADJ. 5B
 24 HR.
 (1) OFFICE SHALL RECEIVE DUAL MONITORS SHF.
 TRANSACTION
 NO Merch
 & ARMS FOR CPC OR FUTURE CPC.
 VESTIBULE COIN
 5B
 CART
 PRIMARY PARKING



 DRAFT
 Teller Line BRG YES NO
 OPENING
 PROCEDURES
 DOOR
 Regional Director (RD) DATE CPC / Future CPC Office
 43'-8" 2022
 100%
 Operating Model Lead (OML) DATE Neighborhood Name Local / National ENTRY TOUHY AVE.
 East Elevation West Elevation 3
 1
SILVERSMITH
SILVERSMITH
 OUTSULATION®
 An Exterior Wall Insulation and Finish
 System with Continuous Insulation
 DS447



__________________________________________________________________________________________
PRODUCT DESCRIPTION
Since its introduction to the United States in 1969, Outsulation has become the standard of the industry
by fulﬁlling requirements for design freedom, energy eﬃciency, weatherability, durability, beauty and
cost eﬀectiveness. The system has proven itself time and time again, over a broad range of applications
and in climates from arctic to tropical. Though Dryvit has made many product improvements during that
period, a key component, continuous insulation, has remained unchanged. Today, the Outsulation
System continues to provide the rock-solid foundation for Dryvit’s family of performance-based systems.
In fact, one of every eleven commercial buildings in the United States is clad with Dryvit Outsulation.
The Outsulation System is a proven high-performance cladding used all over the world and on a multitude
of building conﬁgurations. It remains one of the most popular and eﬀective cladding options available in commercial construction for
all building uses.
__________________________________________________________________________________________
A SYSTEM WITH MANY BENEFITS
Design freedom: The design options of the Outsulation System are virtually endless. Expanded polystyrene (EPS) can be cut or
grooved to various shapes and surface patterns, is very light in weight and installs easily over a variety of substrates.

Energy efficiency: EPS acts as an insulating blanket (continuous insulation) on the outside of the building, where it is most eﬀective,
adding an additional R3.85 per inch to your wall assembly. Heating or cooling costs are demonstrably lower using Outsulation in lieu
of other exterior materials.

Weatherability: Outsulation’s system components provide a rainscreen of protection against wind and water – in all weather
conditions. Dryvit’s products are formulated to provide the utmost in weather protection.

Durability: An integral part of the system, ﬁberglass reinforcing mesh is available in a number of diﬀerent strengths, meeting design
requirements for impact resistance in virtually any location. The total wall system provides unsurpassed long-term durability.

Beauty: Dryvit ﬁnishes are available in a wide array of textures. Colors? Your imagination is the limit. Even the look of natural stone,
granite and brick is possible! All Dryvit ﬁnishes use Dirt Pickup Resistant (DPR) chemistry, ensuring the highest standard of weather,
chemical and fade resistance.

Cost effective: Outsulation is easily adapted to complex project details. Installation is rapid, and routine maintenance is minimal.
Outsulation is by far the most cost-eﬀective exterior solution for almost any building – which is why it is the most widely used exterior
cladding in commercial construction today.

Testing: As the pioneer and leader in construction technology, Dryvit has always considered stringent testing important; the
Outsulation family of systems is no diﬀerent. The Outsulation System has been fully tested on the widest possible spectrum of tests
and is fully code compliant. Moreover, because Dryvit is the only manufacturer in its class, with all of its plants ISO 9001:2015 and ISO
14001:2015 certiﬁed, you know that Dryvit products are manufactured to the highest standards of quality and consistency. For more
information on speciﬁc test criteria and results, please call customer service at the number listed below.
__________________________________________________________________________________________
VERSATILE
The Outsulation System is extremely versatile and can accommodate a wide variety of design criteria. Speciﬁc requirements may call
for diﬀerent attachment methods, enhanced substrate protection or panelization. Outsulation is easily “modiﬁed” to meet these and
other speciﬁc project needs. In fact, today there is almost no project which uses a “standard” system. When a job calls for something
“out of the ordinary,” Outsulation is often the best (if not the only) solution. Dryvit architectural sales managers, engineers and
technical service representatives are ready to assist and oﬀer suggestions. As well, Dryvit has a nationwide network of experienced
and knowledgeable distributors to help with design, samples and installer recommendations.
__________________________________________________________________________________________
THE OUTSULATION FAMILY OF PERFORMANCE-BASED SYSTEMS
Outsulation has performed admirably in North America for over 45 years and in Europe for 55. Market demand has created the need
to engineer additional versions of the traditional system, which provide additional levels of protection against the elements and
provide a means of egress for incidental moisture that may, for a variety of reasons, get behind the wall system. These engineered,
tested systems include Outsulation Plus MD, Outsulation MD, Outsulation PE, and Inﬁnity® which, along with “original” Outsulation,
gives Dryvit the most comprehensive system solutions to any project needs. Architects can now specify exactly the right level of
performance to suit the clients’ demands.


 Tremco warrants its Products to be free of defects in materials but
 makes no warranty as to appearance or color. Since methods of
 application and on-site conditions are beyond our control and can
 affect performance, Tremco makes no other warranty, expressed or
 implied including warranties of MERCHANTABILITY and FITNESS FOR A
 PARTICULAR PURPOSE with respect to Tremco Products. Tremco’s
 sole obligation shall be, at its option, to replace or refund the purchase
 price of the quantity of Tremco Products proven to be defective, and
 Tremco shall not be liable for any loss or damage.




Information contained in this product sheet conforms to the standard detail recommendations and specifications for the installation of Dryvit products as of the date of publication of this
document and is presented in good faith. Dryvit assumes no liability, expressed or implied, as to the architecture, engineering or workmanship of any project. To ensure that you are using the
latest, most complete information, contact Dryvit.

For more information on Dryvit or Continuous Insulation, click here.

Printed in USA. Issued 1.1.2022
©Dryvit 2022

DS447
 Interstate® Brick - Standard Brick Products
 Safety Data Sheet
 according to the Hazard Communication Standard (CFR29 1910.1200) HazCom 2012 Date of issue:
 03/26/2015 Revision date: 03/26/2015 Version: 1.0


SECTION 1: Identification of the substance/mixture and of the company/undertaking
1.1. Product identifier
Product name : Interstate - Standard Brick Products
Product code : Not available
1.2. Relevant identified uses of the substance or mixture and uses advised against
Use of the substance/mixture : Building and construction work
1.3. Details of the supplier of the safety data sheet
Interstate Brick Company
9780 S. 5200 W.
West Jordan, UT 84088 - U.S.A.
T (801) 280-5200
1.4. Emergency telephone number
Emergency number : CHEMTREC 1 (800) 424-9300
 CHEMTREC International +1 (703) 527-3887 24 hr

SECTION 2: Hazards identification
2.1. Classification of the substance or mixture
GHS-US classification
Skin irritation 2
Eye irritation 2A
Skin sensitization 1B
Carcinogenicity 1A
Specific target organ toxicity - Single exposure 3
Specific target organ toxicity - Repeated exposure 1
2.2. Label elements
GHS-US labelling
Hazard pictograms (GHS-US) :




 GHS07 GHS08
Signal word (GHS-US) : Danger
Hazard statements (GHS-US) : Causes skin irritation. Causes serious eye irritation. May cause an allergic skin reaction. May
 cause cancer. May cause respiratory irritation. Causes damage to organs through prolonged or
 repeated exposure.
Precautionary statements (GHS-US) : Contaminated work clothing must not be allowed out of the workplace. Obtain special instructions
 before use. Do not handle until all safety precautions have been read and understood. Wear
 protective gloves/protective clothing/eye protection/face protection. Use only outdoors or in a well-
 ventilated area. Do not breathe dust. Wash hands thoroughly after handling. Do not eat, drink or
 smoke when using this product. If exposed or concerned: Get medical advice/attention. If on skin:
 Wash with plenty of water. Take off contaminated clothing and wash it before reuse. If skin
 irritation or rash occurs: Get medical advice/attention. If in eyes: Rinse cautiously with water for
 several minutes. Remove contact lenses, if present and easy to do. Continue rinsing. If eye
 irritation persists: Get medical advice/attention. If inhaled: Remove person to fresh air and keep
 comfortable for breathing. Call a poison center/doctor if you feel unwell. Store in a well-ventilated
 place. Dispose of contents and container in accordance with all local, regional, national and
 international regulations.


2.3. Other hazards
No additional information available

SECTION 3: Composition/information on ingredients
3.1. Substance
Not applicable



03/26/2015 EN (English) Page 1
Interstate® Brick - Standard Brick Products
Safety Data Sheet
according to the Hazard Communication Standard (CFR29 1910.1200) HazCom 2012

 3.2. Mixture
 Name Product identifier % GHS-US classification
 Clay/Shale Aluminum Silicates Proprietary 90 - 95 Skin Irrit. 2
 Eye Irrit. 2A
 Skin Sens. 1B
 Carc. 1A
 STOT SE 3
 STOT RE 1
 1
 Quartz (CAS No) 14808-60-7 40 - 75 Carc. 1A
 STOT RE 1
 Manganese dioxide (CAS No) 1313-13-9 <3 Ox. Sol. 3
 Acute Tox. 4 (Oral)
 Acute Tox. 4 (Inhalation)
 Chromium oxide (Cr2O3) (CAS No) 1308-38-9 <3 Not classified
 1: Quartz is present in Clay/Shale Aluminum Silicates at 40 - 75%.
 * The specific chemical identity and exact percentage (concentration) of composition has been withheld as a trade secret in accordance with paragraph (i) of §1910.1200.


 SECTION 4: First aid measures
 4.1. Description of first aid measures
 First-aid measures after inhalation : If inhaled, remove to fresh air. If not breathing, give artificial respiration. If breathing is difficult,
 give oxygen. Get medical advice/attention if you feel unwell.
 First-aid measures after skin contact : In case of contact, immediately flush skin with plenty of water. Remove contaminated clothing and
 shoes. Wash clothing before reuse. If skin irritation or rash occurs: Get medical advice/attention.
 First-aid measures after eye contact : In case of contact, immediately flush eyes with plenty of water for at least 15 minutes. If easy to
 do, remove contact lenses, if worn. If irritation persists, get medical attention.
 First-aid measures after ingestion : If swallowed, do NOT induce vomiting unless directed to do so by medical personnel. Never give
 anything by mouth to an unconscious person. Get medical advice/attention if you feel unwell.
 4.2. Most important symptoms and effects, both acute and delayed
 Symptoms/injuries after inhalation : May cause respiratory irritation. May cause shortness of breath, tightness of the chest, a sore
 throat and cough. Repeated exposure to very high levels of repairable crystalline silica quartz
 can cause acute silicosis.
 Symptoms/injuries after skin contact : Causes skin irritation. Symptoms may include redness, edema, drying, defatting and cracking
 of the skin. May cause an allergic skin reaction.
 Symptoms/injuries after eye contact : Causes serious eye irritation. Symptoms may include discomfort or pain, excess blinking and
 tear production, with marked redness and swelling of the conjunctiva.
 Symptoms/injuries after ingestion : May be harmful if swallowed. May cause stomach distress, nausea or vomiting.
 4.3. Indication of any immediate medical attention and special treatment needed
 Symptoms may not appear immediately. In case of accident or if you feel unwell, seek medical advice immediately (show the label or SDS where possible).

 SECTION 5: Firefighting measures
 5.1. Extinguishing media
 Suitable extinguishing media : Treat for surrounding material.
 Unsuitable extinguishing media : None known.
 5.2. Special hazards arising from the substance or mixture
 Fire hazard : Products of combustion may include, and are not limited to: oxides of carbon.
 5.3. Advice for firefighters
 Protection during firefighting : Keep upwind of fire. Wear full fire fighting turn-out gear (full Bunker gear) and respiratory
 protection (SCBA).

 SECTION 6: Accidental release measures
 6.1. Personal precautions, protective equipment and emergency procedures
 General measures : Use personal protection recommended in Section 8. Isolate the hazard area and deny entry to
 unnecessary and unprotected personnel. Do not breathe dust.
 6.2. Methods and material for containment and cleaning up
 For containment : Contain spill, then place in a suitable container. Minimize dust generation. Do not flush to
 sewer or allow to enter waterways. Use appropriate Personal Protective Equipment (PPE).
 Methods for cleaning up : Vacuum or sweep material and place in a disposal container. Provide ventilation.
 6.3. Reference to other sections
 See section 8 for further information on protective clothing and equipment and section 13 for advice on waste disposal.
 03/26/2015 EN (English) 2/5
Interstate® Brick - Standard Brick Products
Safety Data Sheet
according to the Hazard Communication Standard (CFR29 1910.1200) HazCom 2012

 SECTION 7: Handling and storage
 7.1. Precautions for safe handling
 Precautions for safe handling : Avoid contact with skin and eyes. Do not breathe dust. Avoid generating dust. Good
 housekeeping is important to prevent accumulation of dust. Do not swallow. Handle in
 accordance with good industrial hygiene and safety practice. When using do not eat, drink or
 smoke. Use only outdoors or in a well-ventilated area.
 Hygiene measures : Launder contaminated clothing before reuse. Wash hands before eating, drinking, or smoking.
 7.2. Conditions for safe storage, including any incompatibilities
 Storage conditions : Keep out of the reach of children. Store in a well-ventilated place. Avoid any dust buildup by
 frequent cleaning and suitable construction of the storage area.
 7.3. Specific end use(s)
 Not available.

 SECTION 8: Exposure controls/personal protection
 8.1. Control parameters
 Clay/Shale Aluminum Silicates (Proprietary)
 ACGIH ACGIH TWA (mg/m³) 10 mg/m³
 OSHA OSHA PEL (TWA) (mg/m³) 15 mg/m³

 Quartz (14808-60-7)
 ACGIH ACGIH TWA (mg/m³) 0.025 mg/m³ (respirable fraction)
 OSHA OSHA PEL (TWA) (mg/m³) ((10 mg/m3)/(%SiO2+2) TWA (resp))
 ((30 mg/m3)/(%SiO2+2) TWA (total))
 ((250)/(%SiO2+5) mppcf TWA (resp))

 Manganese dioxide (1313-13-9)
 ACGIH ACGIH TWA (mg/m³) 0.2 mg /m3 (Mn)
 OSHA OSHA PEL (TWA) (mg/m³) 5 mg/m3 (Mn)

 Chromium oxide (Cr2O3) (1308-38-9)
 ACGIH ACGIH TWA (mg/m³) 0.05 mg /m3
 OSHA OSHA PEL (TWA) (mg/m³) 0.05 mg /m3


 8.2. Exposure controls
 Appropriate engineering controls : Use ventilation adequate to keep exposures (airborne levels of dust, fume, vapor, etc.) below
 recommended exposure limits.
 Personal protective equipment : Avoid all unnecessary exposure.
 Hand protection : Wear chemically resistant protective gloves.
 Eye protection : Safety glasses with side shields or goggles are recommended for dust.
 Skin and body protection : Wear suitable protective clothing.
 Respiratory protection : A NIOSH approved dust mask or filtering facepiece is recommended in poorly ventilated areas
 or when permissible exposure limits may be exceeded. Respirators should be selected by and
 used under the direction of a trained health and safety professional following requirements
 found in OSHA’s respirator standard (29 CFR 1910.134) and ANSI’s standard for respiratory
 protection (Z88.2).
 Environmental exposure controls : Maintain levels below Community environmental protection thresholds.
 Other information : Do not eat, smoke or drink where material is handled, processed or stored. Wash hands carefully
 before eating or smoking. Handle according to established industrial hygiene and safety practices.

 SECTION 9: Physical and chemical properties
 9.1. Information on basic physical and chemical properties
 Physical state : Solid
 Appearance : Vitrified solid
 Color : Various
 Odor : Odorless
 Odor threshold : No data available

 03/26/2015 EN (English) 3/5
Interstate® Brick - Standard Brick Products
Safety Data Sheet
according to the Hazard Communication Standard (CFR29 1910.1200) HazCom 2012

 pH : No data available
 Melting point : No data available
 Freezing point : No data available
 Boiling point : No data available
 Flash point : No data available
 Relative evaporation rate (butylacetate=1) : No data available
 Flammability (solid, gas) : Not flammable
 Explosive limits : No data available
 Explosive properties : No data available
 Oxidising properties : No data available
 Vapor pressure : No data available
 Relative density : 2.6
 Relative vapor density at 20 °C : No data available
 Solubility : Insoluble
 Partition coefficient: n-octanol/water : No data available
 Log Kow : No data available
 Auto-ignition temperature : No data available
 Decomposition temperature : No data available
 Viscosity : No data available
 Viscosity, kinematic : No data available
 Viscosity, dynamic : No data available
 9.2. Other information
 No additional information available

 SECTION 10: Stability and reactivity
 10.1. Reactivity
 No dangerous reaction known under conditions of normal use.
 10.2. Chemical stability
 Stable under normal storage conditions.
 10.3. Possibility of hazardous reactions
 No dangerous reaction known under conditions of normal use.
 10.4. Conditions to avoid
 None known.
 10.5. Incompatible materials
 None known.
 10.6. Hazardous decomposition products
 May include, and are not limited to: oxides of carbon.

 SECTION 11: Toxicological information
 11.1. Information on toxicological effects
 Acute toxicity : Not classified.

 Interstate - Standard Brick Products
 LD50 oral rat > 2000 mg/kg
 LD50 dermal rabbit No data available
 LC50 inhalation rat > 5 mg/l/4h

 Manganese dioxide (1313-13-9)
 LD50 oral rat > 3478 mg/kg

 Chromium oxide (Cr2O3) (1308-38-9)
 LD50 oral rat >15000 mg/kg
 LC50 inhalation rat > 5.41 mg/l/4h
 Skin corrosion/irritation : Causes skin irritation.
 03/26/2015 EN (English) 4/5
Interstate® Brick - Standard Brick Products
Safety Data Sheet
according to the Hazard Communication Standard (CFR29 1910.1200) HazCom 2012

 Serious eye damage/irritation : Causes serious eye irritation.
 Respiratory or skin sensitisation : May cause an allergic skin reaction.
 Germ cell mutagenicity : Based on available data, the classification criteria are not met.
 Carcinogenicity : May cause cancer.

 Quartz (14808-60-7)
 IARC group 1 - Carcinogenic to humans
 National Toxicology Program (NTP) Status 2 - Known Human Carcinogens

 Chromium oxide (Cr2O3) (1308-38-9)
 IARC group 3 - Not classifiable
 Reproductive toxicity : Based on available data, the classification criteria are not met.
 Specific target organ toxicity (single exposure) : May cause respiratory irritation.
 Specific target organ toxicity (repeated exposure) : Causes damage to organs through prolonged or repeated exposure. Respirable crystalline
 silica in the form of quartz or cristobalite from occupational sources is listed by the International
 Agency for Research on Cancer (IARC) and National Toxicology Program (NTP) as a lung
 carcinogen. Prolonged exposure to respirable crystalline silica has been known to cause
 silicosis, a lung disease, which may be disabling. While there may be a factor of individual
 susceptibility to a given exposure to respirable silica dust, the risk of contracting silicosis and
 the severity of the disease is clearly related to the amount of dust exposure and the length of
 time (usually years) of exposure.
 Aspiration hazard : Based on available data, the classification criteria are not met.

 Symptoms/injuries after inhalation : May cause respiratory irritation. May cause shortness of breath, tightness of the chest, a sore
 throat and cough. Repeated exposure to very high levels of repairable crystalline silica quartz
 can cause acute silicosis.
 Symptoms/injuries after skin contact : Causes skin irritation. Symptoms may include redness, edema, drying, defatting and cracking
 of the skin. May cause an allergic skin reaction.
 Symptoms/injuries after eye contact : Causes serious eye irritation. Symptoms may include discomfort or pain, excess blinking and
 tear production, with marked redness and swelling of the conjunctiva.
 Symptoms/injuries after ingestion : May be harmful if swallowed. May cause stomach distress, nausea or vomiting.

 SECTION 12: Ecological information
 12.1. Toxicity
 Ecology - general : May cause long-term adverse effects in the aquatic environment.

 12.2. Persistence and degradability
 Interstate - Standard Brick Products
 Persistence and degradability Not established.

 12.3. Bioaccumulative potential
 Interstate - Standard Brick Products
 Bioaccumulative potential Not established.

 12.4. Mobility in soil
 No additional information available
 12.5. Other adverse effects
 Effect on the global warming : No known ecological damage caused by this product.

 SECTION 13: Disposal considerations
 13.1. Waste treatment methods
 Waste disposal recommendations : This material must be disposed of in accordance with all local, state, provincial, and federal
 regulations. The generation of waste should be avoided or minimized wherever possible.

 SECTION 14: Transport information
 Department of Transportation (DOT)
 In accordance with DOT
 Not regulated for transport
 Additional information
 Other information : No supplementary information available.

 03/26/2015 EN (English) 5/5
Interstate® Brick - Standard Brick Products
Safety Data Sheet
according to the Hazard Communication Standard (CFR29 1910.1200) HazCom 2012

 Special transport precautions : Do not handle until all safety precautions have been read and understood.

 SECTION 15: Regulatory information
 15.1. US Federal regulations
 All components of this product are listed, or excluded from listing, on the United States Environmental Protection Agency Toxic Substances
 Control Act (TSCA) inventory.
 15.2. US State regulations
 Interstate - Standard Brick Products
 State or local regulations This product contains Crystalline Silica, Quartz and may also contain trace amounts of other
 chemicals known to the State of California to cause cancer, birth defects or other
 reproductive harm.

 SECTION 16: Other information
 Date of issue : 03/26/2015
 Other information : None.

 Disclaimer: We believe the statements, technical information and recommendations contained herein are reliable, but they are given without warranty or guarantee of any kind. The information contained
 in this document applies to this specific material as supplied. It may not be valid for this material if it is used in combination with any other materials. It is the user’s responsibility to satisfy oneself as to the
 suitability and completeness of this information for the user’s own particular use.




 03/26/2015 EN (English) 6/5
 TECHNICAL DATA SHEET
 Effective Apri l 2018




 Artisan® Siding with Lock Joint System
 All national, state, and local building code requirements must be followed and where they are more st ringent than the Artisan® Lap Siding installation requirements, state and lo ca l
 requirements will take precedence.
Document Scope
This document applies to the following Artisan® Siding products with the Lock Joint System: Artisan V-Groove, Artisan Square Channel, Artisan Bevel
Channel, Artisan Cove, and Artisan Shiplap. The use of these products are limited to buildings (residential, commercial, and multifamily) not
exceeding 85 feet in height.
General Description
Artisan Siding with Lock Joint System is noncombustible fiber-cement siding, manufactured by James Hardie Building Products Inc.
Product Dimension
Thickness – 5/8 inch Length – 12 feet Width – Available in 8¼ or 10 ¼ inches
Product Composition
Artisan Siding with Lock Joint System is a Grade II, Type A, fiber-cement flat sheet as defined by ASTM C 1186. The siding is manufactured by the
Hatschek process and cured by high pressure steam autoclaving.
Code Compliance
Artisan Siding with Lock Joint System complies w ith:
 The 2006, 2009, 2012, and 2015 International Building Code® (IBC) Section 1404.10 and 2006, 2009, 2012, and 2015 International
 Residential Code® (IRC) Table R703.4 and SectionR703.10.1 as ASTM C 1186 Grade II, Type A (ISO 8336, Category A, Class 2) Fiber
 Cement.
Wind Design:
 Design Tables 2 and 3 provide allowable capacity in mph for transverse load conditions for Artisan Siding with Lock Joint System
 attached to either wood or metal framing, tested in accordance to ASTM E 330.
 Wood framing and furring shall have a s.g. of 0.42 or greater unless otherwise stated.
 Metal framing and furring shall be a minimum of 20 gauge structural (33 mil) to a maximum of 16 gauge (54 mil).
Fire Characteristics:
 Artisan Siding with Lock Joint System is classified as noncombustible when tested in accordance with ASTM E136.
 Artisan Siding with Lock Joint System may be used in ASTM E119 fire resistance rated assemblies as listed by Warnock Hersey (for
 more information, contact James Hardie at 1-888 J-HARDIE (1-888 542-7343) or info@JamesHardie.com ): 60 minute design JH/
 FCS 60-01, JH/FCS 60-02, and JH/FCS 60-04.
 Artisan Siding with Lock Joint System are Class A material according to 2006, 2009, 2012, and 2015 IBC Section 803.1.1. Surface
 burning characteristics in accordance with ASTM E 8 4: Flame Spread Index = 0 and Smoke Developed Index 5.
 The building official reserves the right to approve alternate materials , design and methods of construction based on research
 reports and/or tests based on 2006, 2009, 2012, and 2015 IBC Section 104.11, 2006, 2009, 2012, and 2015 IRC Section R104.11.
 Test reports can be furnished to the building official upon request, contact your local James Hardie sales representative.
Installation Requirements
 Artisan Siding with Lock Joint System shall be installed on exterior walls braced in accordance with the applicable building code.
 A water-resistive barrier complying with Section 1403.2 of the IBC or Section R703.2 of the IRC is required to be installed.
 Install Artisan lap siding in accordance with this report and the James Hardie s published installation requirements. For a
 copy contact your local James Hardie sales representative or visit www.AspyreDesign.com or www.JamesHardie.com.

Table 1, Artisan Siding with Lock Joint System ASTM C 1186 Physical Properties and Supplementary Requirements




 Page 1 of 15
 TECHNICAL DATA SHEET
 Effective Apri l 2018




 Artisan® Siding with Lock Joint System
 All national, state, and local building code requirements must be followed and where they are more st ringent than the Artisan Siding with Lock Joint Syst em installation requirements,
 state and local requirements will take precedence.
Table 2, Wind Design Table
 Allowable Wind Speed (mph) for Artisan® V-Groove Siding (Analytical Method in ASCE 7-10 Chapter 30 C&C Part 1 and Part 3)

 2012 & 2015 IBC,
 2012 IRC, 2009 IBC &
 2015 IRC (Ultimate
 IRC (Basic Wind Speed,
 Design Wind Speed,
 Vasd) 4,5,6
 Vult) 4,5
 Wind exposure category Wind exposure category
 Minimum Stud Allowable Building
 Width Fastener Fastening Frame
 Product Thickness Spacing Design Height2, 3 B C D B C D
 (inches)  Type Method Type
 (in.) (in.) Load (psf)  (ft.)
 0-15 173 157 142 134 121 110
 20 173 152 139 134 118 108
 25 173 149 136 134 115 106
 30 173 146 134 134 113 104
 35 169 144 132 131 111 103
 No. 11ga. 40 166 142 131 128 110 101
 Artisan® X 1-1/4”  Blind 45 163 140 129 126 108 100
 2X4 DF-L
 Siding 5/8 8-1/4 long nailed at 16 43.0 50 160 138 128 124 107 99
 stud 1
 (V-Groove) roofing each stud 55 158 137 127 123 106 98
 nail 60 157 136 126 121 105 98
 65 138 120 112 107 93 87
 70 137 119 111 106 92 86
 75 135 118 111 105 92 86
 80 134 117 110 104 91 85
 85 133 117 109 103 90 85
 0-15 159 144 131 123 112 102
 20 159 140 128 123 109 99
 25 159 137 126 123 106 97
 30 159 134 124 123 104 96
 35 156 132 122 121 103 94
 No. 11ga. 40 153 130 120 118 101 93
 Artisan® X 1-1/4”  Blind 45 150 129 119 116 100 92
 2x4
 Siding 5/8 8-1/4 long nailed at 16 36.5 50 148 127 118 114 99 91
 SPF stud 1
 (V-Groove) roofing each stud 55 146 126 117 113 98 91
 nail 60 144 125 116 112 97 90
 65 127 111 103 99 86 80
 70 126 110 103 98 85 80
 75 125 109 102 96 84 79
 80 123 108 101 95 84 78
 85 122 107 101 95 83 78
 0-15 141 128 116 109 99 90
 20 141 124 113 109 96 88
 25 141 121 111 109 94 86
 30 141 119 109 109 92 85
 35 138 117 108 107 91 84
 No. 11ga. 40 135 115 107 105 89 83
 Artisan® X 1-1/4”  Blind 45 133 114 106 103 88 82
 2X4 DF-L
 Siding 5/8 8-1/4 long nailed at 24 28.6 50 131 113 104 101 87 81
 stud 1
 (V-Groove) roofing each stud 55 129 112 104 100 87 80
 nail 60 128 111 103 99 86 80
 65 113 - - 87 - -
 70 111 - - 86 - -
 75 110 - - 85 - -
 80 109 - - 84 - -
 85 108 - - 84 - -




 Page 2 of 15
 TECHNICAL DATA SHEET
 Effective April 2018




 Artisan® Siding with Lock Joint System
 All nationa l, state, and local building code requirements must be followed and where they are more st ringent than the Artisan Siding with Lock Joint Syst em installation requirements,
 state and lo ca l req uirements will take precedence.
Table 2, Wind Design Table
 Allowable Wind Speed (mph) for Artisan® V-Groove Siding (Analytical Method in ASCE 7-10 Chapter 30 C&C Part 1 and Part 3)

 2012 & 2015 IBC,
 2012 IRC, 2009 IBC &
 2015 IRC (Ultimate
 IRC (Basic Wind Speed,
 Design Wind Speed,
 Vasd) 4,5,6
 Vult) 4,5
 Wind exposure category Wind exposure category
 Minimum Stud Allowable Building
 Width Fastener Fastening Frame
 Product Thickness Spacing Design Height2, 3 B C D B C D
 (inches)  Type Method Type
 (in.) (in.) Load (psf)  (ft.)
 0-15 130 118 107 100 91 83
 20 130 114 104 100 89 81
 25 130 112 103 100 87 79
 30 130 110 101 100 85 78
 35 127 108 99 98 84 77
 No. 11ga. 40 124 106 98 96 82 76
 Artisan® X 1-1/4”  Blind 45 122 105 97 95 81 75
 2x4
 Siding 5/8 8-1/4 long nailed at 24 24.3 50 121 104 96 93 81 75
 SPF stud 1
 (V-Groove) roofing each stud 55 119 103 96 92 80 74
 nail 60 118 102 95 91 79 73
 65 104 - - 81 - -
 70 103 - - 80 - -
 75 102 - - 79 - -
 80 101 - - 78 - -
 85 - - - - - -
 0-15 152 138 125 118 107 97
 20 152 134 122 118 104 95
 25 152 131 120 118 102 93
 30 152 128 118 118 99 91
 0.092" 35 149 126 116 115 98 90
 shank X 40 146 125 115 113 97 89
 Artisan® 0.222" HD Blind 45 143 123 114 111 95 88
 2x4
 Siding 5/8 8-1/4 X 2.0" long nailed at 16 33.3 50 141 122 113 109 94 87
 SPF stud 1
 (V-Groove) corrosion each stud 55 139 121 112 108 93 87
 resistant 60 138 120 111 107 93 86
 nail 65 122 106 - 94 82 -
 70 120 105 - 93 81 -
 75 119 104 - 92 81 -
 80 118 103 - 91 80 -
 85 117 103 - 90 79 -
 0-15 118 107 98 92 83 76
 20 118 104 95 92 81 74
 25 118 102 94 92 79 72
 30 118 100 92 92 77 71
 0.092" 35 116 98 91 90 76 70
 shank X 40 114 97 90 88 75 69
 Artisan® 0.222" HD Blind 45 112 96 89 87 74 69
 2x4
 Siding 5/8 8-1/4 X 2.0" long nailed at 24 20.2 50 110 95 88 85 73 68
 SPF stud 1
 (V-Groove) corrosion each stud 55 109 94 87 84 73 67
 resistant 60 107 93 86 83 72 67
 nail 65 - - - - - -
 70 - - - - - -
 75 - - - - - -
 80 - - - - - -
 85 - - - - - -




 Page 3 of 15
 TECHNICAL DATA SHEET
 Effective April 2018




 Artisan® Siding with Lock Joint System
 All nationa l, state, and local building code requirements must be followed and where they are more st ringent than the Artisan Siding with Lock Joint Syst em installation requirements,
 state and lo ca l req uirements will take precedence.
Table 2, Wind Design Table
 Allowable Wind Speed (mph) for Artisan® V-Groove Siding (Analytical Method in ASCE 7-10 Chapter 30 C&C Part 1 and Part 3)

 2012 & 2015 IBC,
 2012 IRC, 2009 IBC &
 2015 IRC (Ultimate
 IRC (Basic Wind Speed,
 Design Wind Speed,
 Vasd) 4,5,6
 Vult) 4,5
 Wind exposure category Wind exposure category
 Minimum Stud Allowable Building
 Width Fastener Fastening Frame
 Product Thickness Spacing Design Height2, 3 B C D B C D
 (inches)  Type Method Type
 (in.) (in.) Load (psf)  (ft.)
 0-15 245 222 202 190 172 156
 20 245 216 197 190 167 153
 25 245 211 194 190 164 150
 30 245 207 190 190 160 147
 35 240 204 188 186 158 145
 0.092” 40 235 201 186 182 156 144
 Artisan® shank x Face 45 231 199 184 179 154 142
 2X4 DF-L
 Siding 5/8 8-1/4 0.222” HD nailed at 16 86.6 50 228 196 182 176 152 141
 stud 1
 (V-Groove) x 2.5” long each stud 55 225 194 180 174 151 140
 siding nail 60 222 193 179 172 149 139
 65 196 171 159 152 132 123
 70 194 169 158 150 131 122
 75 192 168 157 149 130 122
 80 190 166 156 147 129 121
 85 188 165 155 146 128 120
 0-15 197 179 162 153 138 126
 20 197 174 159 153 135 123
 25 197 170 156 153 132 121
 30 197 166 153 153 129 118
 35 193 164 151 149 127 117
 0.092” 40 189 162 149 146 125 116
 Artisan® shank x Face 45 186 160 148 144 124 114
 2x4
 Siding 5/8 8-1/4 0.222” HD nailed at 16 56.0 50 183 158 146 142 122 113
 SPF stud 1
 (V-Groove) x 2.5” long each stud 55 181 156 145 140 121 112
 siding nail 60 179 155 144 138 120 112
 65 158 137 128 122 106 99
 70 156 136 127 121 105 98
 75 154 135 126 120 105 98
 80 153 134 125 118 104 97
 85 151 133 125 117 103 97
 0-15 200 181 165 155 141 128
 20 200 176 161 155 137 125
 25 200 173 158 155 134 122
 30 200 169 155 155 131 120
 35 196 166 153 152 129 119
 0.092” 40 192 164 151 149 127 117
 Artisan® shank x Face 45 189 162 150 146 126 116
 2X4 DF-L
 Siding 5/8 8-1/4 0.222” HD nailed at 24 57.7 50 186 160 148 144 124 115
 stud 1
 (V-Groove) x 2.5” long each stud 55 184 159 147 142 123 114
 siding nail 60 181 157 146 141 122 113
 65 160 139 130 124 108 100
 70 158 138 129 123 107 100
 75 157 137 128 121 106 99
 80 155 136 127 120 105 99
 85 154 135 127 119 105 98




 Page 4 of 15
 TECHNICAL DATA SHEET
 Effective Apri l 2018




 Artisan® Siding with Lock Joint System
 All national, state, and local building code requirements must be followed and where they are more st ringent than the Artisa n Siding with Lo ck Joint Syst em installation requirements,
 state and local requirements will take precedence.
Table 2, Wind Design Table
 Allowable Wind Speed (mph) for Artisan® V-Groove Siding (Analytical Method in ASCE 7-10 Chapter 30 C&C Part 1 and Part 3)

 2012 & 2015 IBC,
 2012 IRC, 2009 IBC &
 2015 IRC (Ultimate
 IRC (Basic Wind Speed,
 Design Wind Speed,
 4,5 Vasd) 4,5,6
 Vult)
 Wind exposure category Wind exposure category
 Minimum Stud Allowable Building
 Width Fastener Fastening Frame
 Product Thickness Spacing Design Height2, 3 B C D B C D
 (inches)  Type Method Type
 (in.) (in.) Load (psf)  (ft.)
 0-15 161 146 132 124 113 103
 20 161 142 129 124 110 100
 25 161 139 127 124 107 98
 30 161 136 125 124 105 97
 35 157 134 123 122 104 95
 0.092” 40 154 132 122 119 102 94
 Artisan® shank x Face 45 152 130 121 118 101 93
 2x4
 Siding 5/8 8-1/4 0.222” HD nailed at 1 24 37.3 50 149 129 119 116 100 92
 SPF stud
 (V-Groove) x 2.5” long each stud 55 148 128 118 114 99 92
 siding nail 60 146 126 117 113 98 91
 65 129 112 104 100 87 81
 70 127 111 104 99 86 80
 75 126 110 103 98 85 80
 80 125 109 102 96 85 79
 85 124 109 102 96 84 79
 0-15 222 201 183 172 156 141
 20 222 195 178 172 151 138
 25 222 191 175 172 148 136
 30 222 187 172 172 145 133
 35 217 184 170 168 143 132
 0.092” 40 213 182 168 165 141 130
 Artisan® shank x Face 45 209 180 166 162 139 129
 2x4
 Siding 5/8 8-1/4 0.222” HD nailed at 1 16 70.9 50 206 178 165 160 138 127
 SPF stud
 (V-Groove) x 3” long each stud 55 203 176 163 158 136 126
 siding nail 60 201 174 162 156 135 125
 65 178 154 144 138 120 111
 70 176 153 143 136 119 111
 75 174 152 142 134 118 110
 80 172 151 141 133 117 109
 85 170 150 140 132 116 109
 0-15 181 164 149 140 127 116
 20 181 160 146 140 124 113
 25 181 156 143 140 121 111
 30 181 153 141 140 118 109
 35 177 151 139 137 117 108
 0.092” 40 174 148 137 135 115 106
 Artisan® shank x Face 45 171 147 136 132 114 105
 2x4
 Siding 5/8 8-1/4 0.222” HD nailed at 1 24 47.3 50 168 145 134 130 112 104
 SPF stud
 (V-Groove) x 3” long each stud 55 166 144 133 129 111 103
 siding nail 60 164 142 132 127 110 102
 65 145 126 117 112 98 91
 70 143 125 117 111 97 91
 75 142 124 116 110 96 90
 80 140 123 115 109 95 89
 85 139 122 115 108 95 89




 Page 5 of 15
 TECHNICAL DATA SHEET
 Effective Apri l 2018




 Artisan® Siding with Lock Joint System
 All national, state, and local building code requirements must be followed and where they are more st ringent than the Artisa n Siding with Lo ck Joint Syst em installation requirements,
 state and local requirements will take precedence.
Table 2, Wind Design Table
 Allowable Wind Speed (mph) for Artisan® V-Groove Siding (Analytical Method in ASCE 7-10 Chapter 30 C&C Part 1 and Part 3)

 2012 & 2015 IBC,
 2012 IRC, 2009 IBC &
 2015 IRC (Ultimate
 IRC (Basic Wind Speed,
 Design Wind Speed,
 4,5 Vasd) 4,5,6
 Vult)
 Wind exposure category Wind exposure category
 Minimum Stud Allowable Building
 Width Fastener Fastening Frame
 Product Thickness Spacing Design Height2, 3 B C D B C D
 (inches)  Type Method Type
 (in.) (in.) Load (psf)  (ft.)
 0-15 209 190 172 162 147 133
 20 209 184 168 162 143 130
 25 209 180 165 162 140 128
 30 209 177 162 162 137 126
 0.090"
 Attached to 35 205 174 160 159 135 124
 shank X
 7/16" 7/16" 40 201 172 158 155 133 123
 0.215" HD Blind
 Artisan® wood WSP 45 197 169 157 153 131 121
 X 1.5" long nailed at
 Siding 5/8 8-1/4 structural attache 63.1 50 194 168 155 151 130 120
 corrosion 6" O.C. on
 (V-Groove) panel d per 55 192 166 154 149 129 119
 resistant sheathing
 sheathing code 60 190 165 153 147 127 118
 ring shank
 only 65 168 146 135 130 113 105
 nail
 70 166 144 135 128 112 105
 75 164 143 134 127 111 104
 80 162 142 133 125 110 103
 85 161 141 133 124 109 103
 0-15 172 156 142 133 121 110
 20 172 152 138 133 117 107
 25 172 148 136 133 115 105
 30 172 145 134 133 113 103
 35 168 143 132 130 111 102
 0.100” 40 165 141 130 128 109 101
 Artisan® shank x Blind 20 ga. 45 162 139 129 126 108 100
 Siding 5/8 8-1/4 1.5” long x nailed at STR steel 16 42.7 50 160 138 128 124 107 99
 (V-Groove) 0.313” HD each stud stud 55 158 137 127 122 106 98
 ET&F pin 60 156 135 126 121 105 97
 65 138 120 111 107 93 86
 70 136 119 111 106 92 86
 75 135 118 110 104 91 85
 80 133 117 109 103 91 85
 85 132 116 109 102 90 84
 0-15 140 127 116 109 99 90
 20 140 124 113 109 96 88
 25 140 121 111 109 94 86
 30 140 119 109 109 92 85
 35 138 117 108 107 91 83
 0.100” 40 135 115 106 104 89 82
 Artisan® shank x Blind 20 ga. 45 133 114 105 103 88 82
 Siding 5/8 8-1/4 1.5” long x nailed at STR steel 24 28.5 50 131 113 104 101 87 81
 (V-Groove) 0.313” HD each stud stud 55 129 112 103 100 86 80
 ET&F pin 60 127 111 103 99 86 80
 65 113 - - 87 - -
 70 111 - - 86 - -
 75 110 - - 85 - -
 80 109 - - 84 - -
 85 108 - - 84 - -




 Page 6 of 15
 TECHNICAL DATA SHEET
 Effective Apri l 2018




 Artisan® Siding with Lock Joint System
 All national, state, and local building code requirements must be followed and where they are more st ringent than the Artisa n Siding with Lo ck Joint Syst em installation requirements,
 state and local requirements will take precedence.
Table 2, Wind Design Table
 Allowable Wind Speed (mph) for Artisan® V-Groove Siding (Analytical Method in ASCE 7-10 Chapter 30 C&C Part 1 and Part 3)

 2012 & 2015 IBC,
 2012 IRC, 2009 IBC &
 2015 IRC (Ultimate
 IRC (Basic Wind Speed,
 Design Wind Speed,
 Vasd) 4,5,6
 Vult) 4,5
 Wind exposure category Wind exposure category
 Minimum Stud Allowable Building
 Width Fastener Fastening Frame
 Product Thickness Spacing Design Height2, 3 B C D B C D
 (inches)  Type Method Type
 (in.) (in.) Load (psf)  (ft.)
 0-15 225 204 186 175 158 144
 20 225 199 181 175 154 141
 25 225 194 178 175 151 138
 30 225 190 175 175 147 136
 35 221 188 173 171 145 134
 0.100” 40 216 185 171 167 143 132
 Artisan® shank x Face 20 ga. 45 213 183 169 165 141 131
 Siding 5/8 8-1/4 1.5” long x nailed at STR steel 16 73.3 50 209 181 167 162 140 130
 (V-Groove) 0.250” HD each stud stud 55 207 179 166 160 139 129
 ET&F pin 60 204 177 165 158 137 128
 65 181 157 146 140 122 113
 70 178 156 145 138 121 113
 75 177 154 144 137 120 112
 80 175 153 143 135 119 111
 85 173 152 143 134 118 111
 0-15 184 167 152 143 129 118
 20 184 162 148 143 126 115
 25 184 159 145 143 123 113
 30 184 156 143 143 120 111
 35 180 153 141 140 119 109
 0.100” 40 177 151 139 137 117 108
 Artisan® shank x Face 20 ga. 45 174 149 138 135 116 107
 Siding 5/8 8-1/4 1.5” long x nailed at STR steel 24 48.9 50 171 147 137 133 114 106
 (V-Groove) 0.250” HD each stud stud 55 169 146 136 131 113 105
 ET&F pin 60 167 145 135 129 112 104
 65 147 128 119 114 99 92
 70 146 127 119 113 98 92
 75 144 126 118 112 98 91
 80 143 125 117 110 97 91
 85 141 124 117 110 96 90
 0-15 193 175 159 150 136 123
 20 193 171 156 150 132 121
 3/4” thick 25 193 167 153 150 129 118
 by 3.5” 30 193 163 150 150 127 116
 No. 8 X Blind 35 189 161 148 147 125 115
 wide wood
 1.25” long fastened 40 186 159 146 144 123 113
 furring 7,8,9
 Artisan® X 0.375” into 45 183 157 145 141 121 112
 attached to
 Siding 5/8 8-1/4 HD ribbed furring 16 54.0 50 180 155 144 139 120 111
 2X4 SPF
 (V-Groove) wafer only at 55 178 154 142 138 119 110
 stud 1 or
 head each stud 60 175 152 141 136 118 109
 screws location 20 STR ga 65 155 135 125 120 104 97
 steel
 70 153 134 125 119 104 97
 framing
 75 152 132 124 117 103 96
 80 150 131 123 116 102 95
 85 149 131 123 115 101 95




 Page 7 of 15
 TECHNICAL DATA SHEET
 Effective Apri l 2018




 Artisan® Siding with Lock Joint System
 All national, state, and local building code requirements must be followed and where they are more st ringent than the Artisa n Siding with Lo ck Joint Syst em installation requirements,
 state and local requirements will take precedence.
Table 2, Wind Design Table
 Allowable Wind Speed (mph) for Artisan® V-Groove Siding (Analytical Method in ASCE 7-10 Chapter 30 C&C Part 1 and Part 3)

 2012 & 2015 IBC,
 2012 IRC, 2009 IBC &
 2015 IRC (Ultimate
 IRC (Basic Wind Speed,
 Design Wind Speed, 4,5,6
 Vasd)
 Vult) 4,5
 Wind exposure category Wind exposure category
 Minimum Stud Allowable Building
 Width Fastener Fastening Frame
 Product Thickness Spacing Design Height2, 3 B C D B C D
 (inches)  Type Method Type
 (in.) (in.) Load (psf)  (ft.)
 0-15 158 143 130 122 111 101
 20 158 139 127 122 108 98
 3/4” thick 25 158 136 125 122 106 97
 by 3.5” 30 158 133 123 122 103 95
 No. 8 X Blind 35 155 131 121 120 102 94
 wide wood
 1.25” long fastened 7,8,9 40 152 130 120 117 100 93
 furring
 Artisan® X 0.375” into 45 149 128 118 115 99 92
 attached to
 Siding 5/8 8-1/4 HD ribbed furring 24 36.0 50 147 127 117 114 98 91
 2X4 SPF
 (V-Groove) wafer only at 55 145 125 116 112 97 90
 stud 1 or
 head each stud 60 143 124 115 111 96 89
 20 STR ga
 screws location 65 127 110 102 98 85 79
 steel
 70 125 109 102 97 85 79
 framing
 75 124 108 101 96 84 78
 80 122 107 100 95 83 78
 85 121 107 100 94 83 78
 1. Or lumbers w ith an assigned specific gravity of ≥ 0.42 for SPF stud and ≥ 0.50 for DFL stud.
 2. Building height = mean roof height (in feet) of a building, except that eave height shall be used for roof angle Θ less than or equal to 10° (2-12 roof slope).
 3. Linear interpolation of building height and w ind speed is permitted, except for building heights betw een 60 ft and 65 ft, w hich could be done through analysis.
 4. V ult = ultimate design w ind speed; V asd = nominal design w ind speed.
 5. Wind speed design assumptions per Analytical Method in ASCE 7-10 Chapter 30 C&C Part 1 and Part 3: Kzt=1, Kd=0.85, GCp=-1.4 (h≤60), GCp=-1.8 (h>60), GCpi =0.18.
 6. For 2009 IBC/IRC, 2006 IBC/IRC, Importance Factor, I = 1, w as used for calculations.
 7. Furring attachment to structural framing members is the responsibility of the building designer.
 8. Wood furring shall be preservative treated per AWPA.
 9. Wood furring shall be specific gravity of 0.42 or greater per AFPA/NDS; or w ood structural panel, conforming to DOC PS-1 or DOC PS-2 or APA PRP-108.




 Page 8 of 15
 TECHNICAL DATA SHEET
 Effective April 2018




 Artisan® Siding with Lock Joint System
 All nationa l, state, and local building code requirements must be followed and where they are more st ringent than the Artisan Siding with Lock Joint Syst em installation requirements,
 state and lo ca l req uirements will take precedence.
Table 3, Wind Design Table
 Allowable Wind Speed (mph) for Artisan® Cove Siding, Artisan® Bevel Channel Siding, Artisan® Square Channel Siding, and Artisan® Shiplap
 Siding (Analytical Method in ASCE 7-10 Chapter 30 C&C Part 1 and Part 3)


 2012 & 2105 IBC, 2015 2012 IRC, 2009 IBC &
 IRC (Ultimate Design IRC (Basic Wind Speed,
 Wind Speed, Vult) 4,5 Vasd) 4,5,6

 Wind exposure category Wind exposure category
 Minimum Stud Allowable Building
 Width Fastener Fastening Frame
 Product Thickness Spacing Design Height2, 3 B C D B C D
 (inches)  Type Method Type
 (in.) (in.) Load (psf)  (ft.)
 0-15 227 206 187 175 159 145
 20 227 200 182 175 155 141
 25 227 195 179 175 151 139
 30 227 191 176 175 148 136
 Artisan®
 8d ring 35 222 189 174 172 146 135
 Siding
 shank 40 217 186 172 168 144 133
 (Bevel
 siding Face 45 214 184 170 166 142 132
 Channel, 2X4 DF-L
 5/8 10-1/4 nail, nailed at 1 16 74.1 50 211 182 168 163 141 130
 Cove, stud
 (0.092" x each stud 55 208 180 167 161 139 129
 Shiplap,
 2.5" x 60 206 178 166 159 138 128
 Square
 0.222" ) 65 182 158 147 141 122 114
 Channel)
 70 179 157 146 139 121 113
 75 177 155 145 137 120 112
 80 176 154 144 136 119 112
 85 174 153 144 135 118 111
 0-15 185 168 152 143 130 118
 20 185 163 149 143 126 115
 25 185 160 146 143 124 113
 30 185 156 144 143 121 111
 Artisan®
 8d ring 35 181 154 142 140 119 110
 Siding
 shank 40 178 152 140 137 118 109
 (Bevel
 siding Face 45 175 150 139 135 116 107
 Channel, 2X4 DF-L
 5/8 10-1/4 nail, nailed at 1 24 49.4 50 172 148 137 133 115 106
 Cove, stud
 (0.092" x each stud 55 170 147 136 132 114 106
 Shiplap,
 2.5" x 60 168 146 135 130 113 105
 Square
 0.222" ) 65 148 129 120 115 100 93
 Channel)
 70 147 128 119 114 99 93
 75 145 127 119 112 98 92
 80 143 126 118 111 97 91
 85 142 125 117 110 97 91
 0-15 182 165 150 141 128 116
 20 182 161 147 141 125 114
 25 182 157 144 141 122 112
 30 182 154 142 141 119 110
 Artisan® 35 179 152 140 138 118 108
 8d ring
 Siding
 shank 40 175 150 138 136 116 107
 (Bevel
 siding Face 45 172 148 137 133 114 106
 Channel, 2X4 SPF
 5/8 10-1/4 nail, nailed at 1 16 48.0 50 169 146 135 131 113 105
 Cove, stud
 (0.092" x each stud 55 167 145 134 130 112 104
 Shiplap,
 2.5" x 60 165 143 133 128 111 103
 Square
 0.222" ) 65 146 127 118 113 98 92
 Channel)
 70 144 126 118 112 98 91
 75 143 125 117 111 97 91
 80 141 124 116 109 96 90
 85 140 123 116 109 95 90




 Page 9 of 15
 TECHNICAL DATA SHEET
 Effective April 2018




 Artisan® Siding with Lock Joint System
 All nationa l, state, and local building code requirements must be followed and where they are more st ringent than the Artisan Siding with Lock Joint Syst em installation requirements,
 state and lo ca l req uirements will take precedence.
Table 3, Wind Design Table (Continued)
 Allowable Wind Speed (mph) for Artisan® Cove Siding, Artisan® Bevel Channel Siding, Artisan® Square Channel Siding, and Artisan® Shiplap
 Siding (Analytical Method in ASCE 7-10 Chapter 30 C&C Part 1 and Part 3)


 2012 & 2105 IBC, 2015 2012 IRC, 2009 IBC &
 IRC (Ultimate Design IRC (Basic Wind Speed,
 Wind Speed, Vult) 4,5 Vasd) 4,5,6

 Wind exposure category Wind exposure category
 Minimum Stud Allowable Building
 Width Fastener Fastening Frame
 Product Thickness Spacing Design Height2, 3 B C D B C D
 (inches)  Type Method Type
 (in.) (in.) Load (psf)  (ft.)
 0-15 149 135 123 115 105 95
 20 149 131 120 115 102 93
 25 149 128 118 115 100 91
 30 149 126 116 115 97 90
 Artisan®
 8d ring 35 146 124 114 113 96 88
 Siding
 shank 40 143 122 113 111 95 87
 (Bevel
 siding Face 45 141 121 112 109 93 86
 Channel, 2X4 SPF
 5/8 10-1/4 nail, nailed at 24 32.0 50 138 119 111 107 92 86
 Cove, stud 1
 (0.092" x each stud 55 137 118 110 106 92 85
 Shiplap,
 2.5" x 60 135 117 109 105 91 84
 Square
 0.222" ) 65 119 104 - 92 80 -
 Channel)
 70 118 103 - 91 80 -
 75 117 102 - 90 79 -
 80 115 101 - 89 78 -
 85 114 101 - 89 78 -
 0-15 242 220 200 188 170 155
 20 242 214 195 188 166 151
 25 242 209 192 188 162 148
 30 242 205 188 188 159 146
 Artisan® 35 237 202 186 184 156 144
 Siding 8d ring
 40 233 199 184 180 154 142
 (Bevel shank box
 Face 45 229 196 182 177 152 141
 Channel, nail, 2X4 DF-L
 5/8 10-1/4 nailed at 16 84.8 50 225 194 180 175 150 139
 Cove, (0.113" x stud 1
 each stud 55 223 192 179 172 149 138
 Shiplap, 2.375" x
 Square 0.266" ) 60 220 191 177 170 148 137
 Channel) 65 194 169 157 150 131 122
 70 192 167 156 149 130 121
 75 190 166 155 147 129 120
 80 188 165 154 145 128 119
 85 186 164 154 144 127 119
 0-15 198 180 163 153 139 126
 20 198 175 159 153 135 123
 25 198 171 157 153 132 121
 30 198 167 154 153 130 119
 Artisan® 35 194 165 152 150 128 118
 Siding 8d ring
 40 190 162 150 147 126 116
 (Bevel shank box
 Face 45 187 161 148 145 124 115
 Channel, nail, 2X4 DF-L
 5/8 10-1/4 nailed at 1 24 56.6 50 184 159 147 143 123 114
 Cove, (0.113" x stud
 each stud 55 182 157 146 141 122 113
 Shiplap, 2.375" x
 60 180 156 145 139 121 112
 Square 0.266" )
 Channel) 65 159 138 128 123 107 99
 70 157 137 128 121 106 99
 75 155 136 127 120 105 98
 80 153 135 126 119 104 98
 85 152 134 126 118 104 97




 Page 10 of 15
 TECHNICAL DATA SHEET
 Effective April 2018




 Artisan® Siding with Lock Joint System
 All nationa l, state, and local building code requirements must be followed and where they are more st ringent than the Artisan Siding with Lock Joint Syst em installation requirements,
 state and lo ca l req uirements will take precedence.
Table 3, Wind Design Table (Continued)
 Allowable Wind Speed (mph) for Artisan® Cove Siding, Artisan® Bevel Channel Siding, Artisan® Square Channel Siding, and Artisan® Shiplap
 Siding (Analytical Method in ASCE 7-10 Chapter 30 C&C Part 1 and Part 3)


 2012 & 2105 IBC, 2015 2012 IRC, 2009 IBC &
 IRC (Ultimate Design IRC (Basic Wind Speed,
 Wind Speed, Vult) 4,5 Vasd) 4,5,6

 Wind exposure category Wind exposure category
 Minimum Stud Allowable Building
 Width Fastener Fastening Frame
 Product Thickness Spacing Design Height2, 3 B C D B C D
 (inches)  Type Method Type
 (in.) (in.) Load (psf)  (ft.)
 0-15 195 177 161 151 137 125
 20 195 172 157 151 133 122
 25 195 168 154 151 130 119
 30 195 165 151 151 128 117
 Artisan® 35 191 162 150 148 126 116
 Siding 8d ring
 40 187 160 148 145 124 114
 (Bevel shank box
 Face 45 184 158 146 143 122 113
 Channel, nail, 2X4 SPF
 5/8 10-1/4 nailed at 16 54.9 50 181 156 145 140 121 112
 Cove, (0.113" x stud 1
 each stud 55 179 155 144 139 120 111
 Shiplap, 2.375" x
 Square 0.266" ) 60 177 153 143 137 119 110
 Channel) 65 156 136 126 121 105 98
 70 154 135 126 120 104 98
 75 153 134 125 118 103 97
 80 151 132 124 117 103 96
 85 150 132 124 116 102 96
 0-15 159 144 131 123 112 102
 20 159 140 128 123 109 99
 25 159 137 126 123 106 97
 30 159 135 124 123 104 96
 Artisan® 35 156 133 122 121 103 95
 Siding 8d ring
 40 153 131 121 118 101 93
 (Bevel shank box
 Face 45 150 129 119 116 100 92
 Channel, nail, 2X4 SPF
 5/8 10-1/4 nailed at 1 24 36.6 50 148 128 118 115 99 92
 Cove, (0.113" x stud
 each stud 55 146 126 117 113 98 91
 Shiplap, 2.375" x
 Square 0.266" ) 60 144 125 116 112 97 90
 Channel) 65 128 111 103 99 86 80
 70 126 110 103 98 85 80
 75 125 109 102 97 84 79
 80 123 108 101 96 84 78
 85 122 108 101 95 83 78
 0-15 144 130 118 111 101 92
 20 144 127 116 111 98 90
 25 144 124 114 111 96 88
 30 144 121 112 111 94 86
 Artisan® 35 141 120 110 109 93 85
 Siding
 6d siding 40 138 118 109 107 91 84
 (Bevel
 nail, Blind 45 136 116 108 105 90 83
 Channel, 2X4 SPF
 5/8 10-1/4 (0.092" x nailed at 1 16 29.8 50 134 115 107 103 89 83
 Cove, stud
 2.0" x  each stud 55 132 114 106 102 88 82
 Shiplap,
 0.222") 60 130 113 105 101 88 81
 Square
 Channel) 65 115 100 - 89 78 -
 70 114 - - 88 - -
 75 113 - - 87 - -
 80 111 - - 86 - -
 85 110 - - 86 - -




 Page 11 of 15
 TECHNICAL DATA SHEET
 Effective Apri l 2018




 Artisan® Siding with Lock Joint System
 All national, state, and local building code requirements must be followed and where they are more st ringent than the Artisa n Siding with Lo ck Joint Syst em installation requirements,
 state and local requirements will take precedence.
Table 3, Wind Design Table (Continued)
 Allowable Wind Speed (mph) for Artisan® Cove Siding, Artisan® Bevel Channel Siding, Artisan® Square Channel Siding, and Artisan® Shiplap
 Siding (Analytical Method in ASCE 7-10 Chapter 30 C&C Part 1 and Part 3)


 2012 & 2105 IBC, 2015 2012 IRC, 2009 IBC &
 IRC (Ultimate Design IRC (Basic Wind Speed,
 4,5 4,5,6
 Wind Speed, Vult) Vasd)

 Wind exposure category Wind exposure category
 Minimum Stud Allowable Building
 Width Fastener Fastening Frame
 Product Thickness Spacing Design Height2, 3 B C D B C D
 (inches)  Type Method Type
 (in.) (in.) Load (psf)  (ft.)
 0-15 117 106 97 91 82 75
 20 117 103 94 91 80 73
 25 117 101 93 91 78 72
 30 117 99 91 91 77 70
 Artisan® 35 115 97 90 89 76 70
 Siding 40 112 96 89 87 74 69
 6d siding
 (Bevel
 nail, Blind 45 111 95 88 86 74 68
 Channel, 2X4 SPF
 5/8 10-1/4 (0.092" x nailed at 1 24 19.8 50 109 94 87 84 73 67
 Cove, stud
 2.0" x  each stud 55 108 93 86 83 72 67
 Shiplap,
 0.222") 60 106 92 86 82 71 66
 Square
 Channel) 65 - - - - - -
 70 - - - - - -
 75 - - - - - -
 80 - - - - - -
 85 - - - - - -
 0-15 168 153 139 130 118 107
 20 168 148 135 130 115 105
 25 168 145 133 130 112 103
 30 168 142 131 130 110 101
 Artisan® 35 165 140 129 128 109 100
 Siding 11 ga. 40 162 138 127 125 107 99
 (Bevel roofing
 Blind 45 159 136 126 123 106 98
 Channel, nail, 2X4 SPF
 5/8 10-1/4 nailed at 1 16 40.9 50 156 135 125 121 104 97
 Cove, (0.120" x stud
 each stud 55 155 134 124 120 104 96
 Shiplap, 1.75" x
 60 153 132 123 118 103 95
 Square 0.375")
 Channel) 65 135 117 109 104 91 84
 70 133 116 109 103 90 84
 75 132 115 108 102 89 84
 80 130 114 107 101 89 83
 85 129 114 107 100 88 83
 0-15 137 125 113 107 97 88
 20 137 121 111 107 94 86
 25 137 119 109 107 92 84
 30 137 116 107 107 90 83
 Artisan® 35 135 114 105 104 89 82
 Siding 11 ga. 40 132 113 104 102 87 81
 (Bevel roofing
 Blind 45 130 111 103 101 86 80
 Channel, nail, 2X4 SPF
 5/8 10-1/4 nailed at 1 24 27.3 50 128 110 102 99 85 79
 Cove, (0.120" x stud
 each stud 55 126 109 101 98 85 78
 Shiplap, 1.75" x
 60 125 108 101 97 84 78
 Square 0.375")
 Channel) 65 110 - - 85 - -
 70 109 - - 84 - -
 75 108 - - 83 - -
 80 107 - - 83 - -
 85 106 - - 82 - -




 Page 12 of 15
 TECHNICAL DATA SHEET
 Effective April 2018




 Artisan® Siding with Lock Joint System
 All nationa l, state, and local building code requirements must be followed and where they are more st ringent than the Artisan Siding with Lock Joint Syst em installation requirements,
 state and lo ca l req uirements will take precedence.
Table 3, Wind Design Table (Continued)
 Allowable Wind Speed (mph) for Artisan® Cove Siding, Artisan® Bevel Channel Siding, Artisan® Square Channel Siding, and Artisan® Shiplap
 Siding (Analytical Method in ASCE 7-10 Chapter 30 C&C Part 1 and Part 3)


 2012 & 2105 IBC, 2015 2012 IRC, 2009 IBC &
 IRC (Ultimate Design IRC (Basic Wind Speed,
 Wind Speed, Vult) 4,5 Vasd) 4,5,6

 Wind exposure category Wind exposure category
 Minimum Stud Allowable Building
 Width Fastener Fastening Frame
 Product Thickness Spacing Design Height2, 3 B C D B C D
 (inches)  Type Method Type
 (in.) (in.) Load (psf)  (ft.)
 0-15 189 172 156 147 133 121
 20 189 167 152 147 129 118
 25 189 163 150 147 126 116
 30 189 160 147 147 124 114
 Artisan® 35 185 158 145 144 122 112
 2x4 wood
 Siding Ribbed
 or steel 40 182 155 143 141 120 111
 (Bevel wafer Blind
 framing, 45 179 153 142 138 119 110
 Channel, head screwed
 5/8 10-1/4 3/4" thick x 16 51.7 50 176 152 140 136 117 109
 Cove, screw, (#8 to furring
 3.5" wide 55 174 150 139 135 116 108
 Shiplap, x 1.25" x only
 SPF furring 60 172 149 138 133 115 107
 Square 0.375" 7, 8, 9
 Channel) 65 152 132 123 117 102 95
 70 150 131 122 116 101 95
 75 148 130 121 115 100 94
 80 147 129 120 114 100 93
 85 145 128 120 113 99 93
 0-15 155 140 127 120 109 99
 20 155 136 124 120 106 96
 25 155 133 122 120 103 95
 30 155 131 120 120 101 93
 Artisan® 35 151 129 119 117 100 92
 2x4 wood
 Siding Ribbed
 or steel 40 148 127 117 115 98 91
 (Bevel wafer Blind
 framing, 45 146 125 116 113 97 90
 Channel, head screwed
 5/8 10-1/4 3/4" thick x 24 34.5 50 144 124 115 111 96 89
 Cove, screw, (#8 to furring
 3.5" wide 55 142 123 114 110 95 88
 Shiplap, x 1.25" x only
 SPF furring 60 140 122 113 109 94 88
 Square 0.375" 7, 8, 9
 Channel) 65 124 108 100 96 83 78
 70 122 107 - 95 83 -
 75 121 106 - 94 82 -
 80 120 105 - 93 81 -
 85 119 104 - 92 81 -
 0-15 180 163 148 139 126 115
 20 180 159 145 139 123 112
 25 180 155 142 139 120 110
 30 180 152 140 139 118 108
 Artisan®
 4d ring 35 176 150 138 136 116 107
 Siding
 shank Attached to 7/16" 40 173 148 136 134 114 106
 (Bevel Blind
 siding 7/16 wood WSP 45 170 146 135 132 113 104
 Channel, nailed at
 5/8 10-1/4 nail, structural attache 46.7 50 167 144 134 129 112 103
 Cove, 6" o.c. to
 (0.090" x panel d per 55 165 143 132 128 111 103
 Shiplap, WSP only
 1.5" x sheathing code 60 163 142 131 126 110 102
 Square
 0.215") 65 144 125 117 112 97 90
 Channel)
 70 142 124 116 110 96 90
 75 141 123 115 109 95 89
 80 139 122 114 108 95 89
 85 138 121 114 107 94 88




 Page 13 of 15
 TECHNICAL DATA SHEET
 Effective April 2018




 Artisan® Siding with Lock Joint System
 All nationa l, state, and local building code requirements must be followed and where they are more st ringent than the Artisan Siding with Lock Joint Syst em installation requirements,
 state and lo ca l req uirements will take precedence.
Table 3, Wind Design Table (Continued)
 Allowable Wind Speed (mph) for Artisan® Cove Siding, Artisan® Bevel Channel Siding, Artisan® Square Channel Siding, and Artisan® Shiplap
 Siding (Analytical Method in ASCE 7-10 Chapter 30 C&C Part 1 and Part 3)


 2012 & 2105 IBC, 2015 2012 IRC, 2009 IBC &
 IRC (Ultimate Design IRC (Basic Wind Speed,
 4,5 4,5,6
 Wind Speed, Vult) Vasd)

 Wind exposure category Wind exposure category
 Minimum Stud Allowable Building
 Width Fastener Fastening Frame
 Product Thickness Spacing Design Height2, 3 B C D B C D
 (inches)  Type Method Type
 (in.) (in.) Load (psf)  (ft.)
 0-15 172 156 142 133 121 110
 20 172 152 138 133 117 107
 25 172 148 136 133 115 105
 30 172 145 134 133 113 103
 Artisan®
 35 168 143 132 130 111 102
 Siding Ribbed
 20 ga. (33 40 165 141 130 128 109 101
 (Bevel wafer
 Blind mil.) x 3- 45 162 139 129 126 108 100
 Channel, head
 5/8 10-1/4 nailed at 5/8" x 1- 16 42.7 50 160 138 128 124 107 99
 Cove, screw, (#8
 each stud 3/8" steel 55 158 137 127 122 106 98
 Shiplap, x 1.25" x 1
 stud 60 156 135 126 121 105 97
 Square 0.375"
 Channel) 65 138 120 111 107 93 86
 70 136 119 111 106 92 86
 75 135 118 110 104 91 85
 80 133 117 109 103 91 85
 85 132 116 109 102 90 84
 0-15 140 127 116 109 99 90
 20 140 124 113 109 96 88
 25 140 121 111 109 94 86
 30 140 119 109 109 92 85
 Artisan® 35 138 117 108 107 91 83
 Siding Ribbed
 20 ga. (33 40 135 115 106 104 89 82
 (Bevel wafer
 Blind mil.) x 3- 45 133 114 105 103 88 82
 Channel, head
 5/8 10-1/4 nailed at 5/8" x 1- 24 28.5 50 131 113 104 101 87 81
 Cove, screw, (#8
 each stud 3/8" steel 55 129 112 103 100 86 80
 Shiplap, x 1.25" x 1
 stud 60 127 111 103 99 86 80
 Square 0.375"
 Channel) 65 113 - - 87 - -
 70 111 - - 86 - -
 75 110 - - 85 - -
 80 109 - - 84 - -
 85 108 - - 84 - -
 0-15 202 183 166 156 142 129
 20 202 178 162 156 138 126
 25 202 174 159 156 135 123
 30 202 170 157 156 132 121
 Artisan®
 ET&F 35 197 168 155 153 130 120
 Siding
 knurled 20 ga. (33 40 193 165 153 150 128 118
 (Bevel
 shank Face mil.) x 3- 45 190 163 151 147 127 117
 Channel,
 5/8 10-1/4 shot pin nailed at 5/8" x 1- 16 58.7 50 187 162 150 145 125 116
 Cove,
 (0.100" x each stud 3/8" steel 55 185 160 149 143 124 115
 Shiplap,
 1.5" x stud 1 60 183 159 147 142 123 114
 Square
 0.250") 65 162 141 131 125 109 101
 Channel)
 70 160 139 130 124 108 101
 75 158 138 129 122 107 100
 80 156 137 128 121 106 99
 85 155 136 128 120 105 99




© 2017 James Hardie Building Products, Inc. All rights reserved. TM, SM, and ® denote trademarks or registered trademarks of James Hardie Technology Limited . Other marks or registered Page 14 of 15
trademarks or service marks are the property of their respective owners.
 TECHNICAL DATA SHEET
 Effective April 2018




 Artisan® Siding with Lock Joint System
 All nationa l, state, and local building code requirements must be followed and where they are more st ringent than the Artisan Siding with Lock Joint Syst em installation requirements,
 state and lo ca l req uirements will take precedence.
Table 3, Wind Design Table (Continued)
 Allowable Wind Speed (mph) for Artisan® Cove Siding, Artisan® Bevel Channel Siding, Artisan® Square Channel Siding, and Artisan® Shiplap
 Siding (Analytical Method in ASCE 7-10 Chapter 30 C&C Part 1 and Part 3)


 2012 & 2105 IBC, 2015 2012 IRC, 2009 IBC &
 IRC (Ultimate Design IRC (Basic Wind Speed,
 4,5 4,5,6
 Wind Speed, Vult) Vasd)

 Wind exposure category Wind exposure category
 Minimum Stud Allowable Building
 Width Fastener Fastening Frame
 Product Thickness Spacing Design Height2, 3 B C D B C D
 (inches)  Type Method Type
 (in.) (in.) Load (psf)  (ft.)
 0-15 165 150 136 128 116 105
 20 165 145 133 128 113 103
 25 165 142 130 128 110 101
 30 165 139 128 128 108 99
 Artisan® 35 161 137 126 125 106 98
 ET&F
 Siding
 knurled 20 ga. (33 40 158 135 125 122 105 97
 (Bevel
 shank Face mil.) x 3- 45 156 134 124 121 103 96
 Channel,
 5/8 10-1/4 shot pin nailed at 5/8" x 1- 24 39.2 50 153 132 122 119 102 95
 Cove,
 (0.100" x each stud 3/8" steel 55 151 131 121 117 101 94
 Shiplap,
 1.5" x stud 1 60 150 130 120 116 100 93
 Square
 0.250") 65 132 115 107 102 89 83
 Channel)
 70 131 114 106 101 88 82
 75 129 113 106 100 87 82
 80 128 112 105 99 87 81
 85 127 111 104 98 86 81
 0-15 153 139 126 119 108 98
 20 153 135 123 119 105 96
 25 153 132 121 119 102 94
 30 153 129 119 119 100 92
 Artisan® 35 150 128 118 116 99 91
 ET&F
 Siding
 knurled 20 ga. (33 40 147 126 116 114 97 90
 (Bevel
 shank Blind mil.) x 3- 45 145 124 115 112 96 89
 Channel,
 5/8 10-1/4 shot pin nailed at 5/8" x 1- 16 33.9 50 142 123 114 110 95 88
 Cove,
 (0.100" x each stud 3/8" steel 55 141 122 113 109 94 87
 Shiplap, 1
 1.5" x stud 60 139 121 112 108 93 87
 Square
 0.313") 65 123 107 - 95 83 -
 Channel)
 70 121 106 - 94 82 -
 75 120 105 - 93 81 -
 80 119 104 - 92 81 -
 85 118 103 - 91 80 -
 0-15 125 114 103 97 88 80
 20 125 110 101 97 85 78
 25 125 108 99 97 84 77
 30 125 106 97 97 82 75
 Artisan®
 ET&F 35 123 104 96 95 81 74
 Siding
 knurled 20 ga. (33 40 120 103 95 93 80 73
 (Bevel
 shank Blind mil.) x 3- 45 118 101 94 92 79 73
 Channel,
 5/8 10-1/4 shot pin nailed at 5/8" x 1- 24 22.6 50 116 100 93 90 78 72
 Cove,
 (0.100" x each stud 3/8" steel 55 115 99 92 89 77 71
 Shiplap,
 1.5" x stud 1 60 114 98 91 88 76 71
 Square
 0.313") 65 100 - - 78 - -
 Channel)
 70 - - - - - -
 75 - - - - - -
 80 - - - - - -
 85 - - - - - -
 1. Or lumbers w ith an assigned specific gravity of ≥ 0.42 for SPF stud and ≥ 0.50 for DFL stud.
 2. Building height = mean roof height (in feet) of a building, except that eave height shall be used for roof angle Θ less than or equal to 10° (2-12 roof slope).
 3. Linear interpolation of building height and w ind speed is permitted, except for building heights betw een 60 ft and 65 ft, w hich could be done through analysis.
 4. V ult = ultimate design w ind speed; V asd = nominal design w ind speed.
 5. Wind speed design assumptions per Analytical Method in ASCE 7-10 Chapter 30 C&C Part 1 and Part 3: K zt=1, Kd=0.85, GCp=-1.4 (h≤60), GCp=-1.8 (h>60), GCpi =0.18.
 6. For 2009 IBC/IRC, 2006 IBC/IRC, Importance Factor, I = 1, w as used for calculations.
 7. Furring attachment to structural framing members is the responsibility of the building designer.
 8. Wood furring shall be preservative treated per AWPA.
 9. Wood furring shall be specific gravity of 0.42 or greater per AFPA/NDS; or w ood structural panel, conforming to DOC PS-1 or DOC PS-2 or APA PRP-108.
© 2017 James Hardie Building Products, Inc. All rights reserved. TM, SM, and ® denote trademarks or registered trademarks of James Hardie Technology Limited . Other marks or registered Page 15 of 15
trademarks or service marks are the property of their respective owners.
 RAPID-LOK COPING
 SPECIFICATION SHEET

 1 1/2" Ring Shank Nail Base Membrane
 -2 Nails per Cleat Coping Cover
 20 GA 12" Cleat 6" Splice
 -48" O.C. under 12" -with offsets to divert water
 -36" O.C. 12" and over
 20 GA 12" Cleat Rienforcer
 10 x 1" Stainless GP Fastener
 -4 Fastener per Cleat

 1 1/4"



 3/4"

 H 4"
 C or
 3 1/4"
 1 3/4" 5 1/2"
 or
 4 3/4"
 3/4"




 W 3/8"

Quantity:
 Total LF (12'-0" pcs)
 Radius Coping LF (6'-0" pcs)
 (Radius: , Convex or Concave)
 Vaulted Coping LF (6'-0" pcs)
 (Radius: , Convex or Concave)

Standard Accessories:
 Inside Mitered Corner(s) (Angle: )
 Outside Mitered Corner(s) (Angle: )
 End Closure(s) ( Left, Right)
 End Term(s) ( Left, Right)

Custom Accessories: (sketches required)
-Inline Transition(s) -Tee(s)
-Transition Miter(s) -Zee(s)
-Ridge Miter(s) -Special Miter(s) - C DIMENSION H DIMENSION W DIMENSION
-Valley Miter(s) - 2-1/2" 4-1/2" 4"-12"
*All Componets for installing Accessories are included. - 4" 6" 4"-12"
 - 5-1/2" 7-1/2" 4"-12"
MATERIAL: THICKNESS:
  Pre-Finished Aluminum .040 .050 .063 - 2-1/2" 4-1/2" 12"-32"
 - 4" 6" 12"-32"
  Mill Finished Aluminum .040 .050 .063 - 5-1/2" 7-1/2" 12"-32"
  Pre-Finished Steel 24 ga 22 ga Job Name: Customer:
  Stainless Steel 24 ga 22 ga Job #: Representative:
 Location: Distributor:
COLOR: CUSTOMER APPROVAL
 ANSI/SPRI ES-1 Tested Authorized Signature:
 Projects Requirement's
 Approved by:
 Horizontal Design Pressure:__________psf
 Vertical Design Pressure:____________psf Date:
 Headquarters - 6612 Snowdrift Road - Allentown, PA 18106 - Phone: +1 800-468-1441 LRD0621
 www.atas.com
 LUMISHADE




VERSATILE AND ADAPTABLE
TO MEET YOUR NEEDS.
The Lumishade canopy is an economical, highly
versatile canopy system designed for a wide
variety of applications. The roll-formed decking
offers a high-load capacity and is delivered
in pre-assembled sections to allow for ease
of installation. This functional canopy protects
from the elements without sacrificing design options
and flexibility. The Lumishade canopy will stand
the test of time, while keeping you on budget.




For more details, please visit mapes.com
LUMISHADE
TECHNICAL DATA

All Aluminum (T6 – 6063)
Fascia .125”
Decking .040” Roll-formed
Deflection rating L/180
Maximum Projection
  10’ w/ hanger rod supports
  5’ w/ cantilever supports

Note: Engineered stamped calcs
available in all 50 states




CANOPY DETAILS
 Finishes Warranty Application
 Mapes Standard Clear Anodized, White Baked Enamel, & 1 year Meets AAMA 2603 Factory applied
 Finishes Bronze Baked Enamel specifications
 2-Coat Kynar* 25 stock colors w/ unlimited custom 10 years 70% Fluoropolymer meets Professionally applied &
 matching options AAMA 2605 specifications cured by certified finisher
*Additional lead times and costs associated w/ premium paints & custom color matching



FEATURES DECK OPTIONS
• .040 Roll-formed decking
 .040 ROLL-FORMED ALUMINUM
• Economical
• High-load capacity FASCIA OPTIONS
• Modular design
• Rust & maintenance free
• Custom details & colors
 8” J 8” C-CHANNEL 10” C-CHANNEL 12” C-CHANNEL
• Pre-assembled sections

APPLICATIONS
• Door & window covers
• Loading docks 8” J WITH 3”
 EXTENSION
 8” J WITH 4”
 EXTENSION
 12” SMOOTH FACE CUSTOM


• Parking garages
• Storefronts
 WALL MOUNT DETAILS

• Passive solar
• Shopping centers
 BRICK/BLOCK WITH THRU BOLT CMU WITH THRU BOLT METAL BUILDING
 AND COMPRESSION SLEEVE




 MAPES ARCHITECTURAL CANOPIES
 7748 North 56th Street, Lincoln, NE 68514 Phone: 888-273-1132 Fax: 877-455-6572 mapes.com
 9 8 7 6 5 4 3 2 1




 TREE PROTECTION NOTES


 1. BEFORE ANY EXCAVATION, CALL TO LOCATE ANY EXISTING UTILITIES ON THE SITE. THE
G CONTRACTOR SHALL FAMILIARIZE HIM/HERSELF WITH THE LOCATIONS OF ALL BURIED UTILITIES IN G
 THE AREAS OF WORK BEFORE STARTING OPERATIONS. THE CONTRACTOR SHALL BE LIABLE FOR THE
 COST OF REPAIRING OR REPLACING ANY BURIED CONDUITS, CABLES OR PIPING DAMAGED DURING
 THE INSTALLATION OF THIS WORK.


 2. FOUR FOOT HIGH SNOW FENCING OR OTHER RIGID MATERIAL IS TO BE ERECTED AROUND THE
 DRIPLINE OF ALL TREES TO BE SAVED IN ACCORDANCE WITH THE SKOKIE ZONING ORDINANCE.


 3. A TREE REMOVAL PERMIT MUST BE OBTAINED FROM THE PLANNING OFFICE PRIOR TO ALL TREE
 EXISTING REMOVAL ACTIVITY INVOLVING TREES SIX (6) INCHES OR MORE D.B.H. IN ACCORDANCE WITH

 BUILDING [MUNICIPALITY] ZONING ORDINANCE.


 4. TREES TO BE REMOVED MUST BE MARKED IN THE FIELD WITH RED PAINT OR FLAGS AND INSPECTED
 BY THE SKOKIE FORESTRY OFFICE PRIOR TO ANY TREES BEING REMOVED.

F F
 5. IF NECESSARY TO CONDUCT WORK OR DIGGING WITHIN THE ROOT ZONE OF TREES TO REMAIN, THE
 LANDSCAPE ARCHITECT MUST BE NOTIFIED AND ADDITIONAL PROTECTIVE MEASURES, SUCH AS
 ROOT PRUNING OR BRIDGING, MUST BE EMPLOYED BY A LICENSED TREE SERVICE.
 EXISTING TREE
 TO BE REMOVED
 (TYP) 6. PROTECT STRUCTURES, SIDEWALKS, PAVEMENTS AND UTILITIES TO REMAIN FROM DAMAGE CAUSED
 BY SETTLEMENT, LATERAL MOVEMENT, UNDERMINING, WASHOUTS AND OTHER HAZARDS CAUSED BY
 5781 SITE IMPROVEMENT OPERATIONS.
 5777

 5780 7. CAREFULLY MAINTAIN PRESENT GRADE AT BASE OF ALL EXISTING TREES TO REMAIN. PREVENT ANY




 NORTH LINDER AVENUE
 TREE PROTECTION 5779 DISTURBANCE OF EXISTING TREES INCLUDING ROOT ZONES. USE TREE PROTECTION BARRICADES
 FENCING (TYP)
 EXISTING
 5778 WHERE INDICATED. PROTECT EXISTING TREES TO REMAIN AGAINST UNNECESSARY CUTTING,
 BUILDING BREAKING OR SKINNING OF ROOTS, BRUISING OF BARK OR SMOTHERING OF TREES. DRIVING,
 EXISTING TREE TO PARKING, DUMPING, STOCKPILING AND/OR STORAGE OF VEHICLES, EQUIPMENT, SUPPLIES,
 REMAIN (TYP)
 MATERIALS OR DEBRIS ON TOP THE ROOT ZONES AND/OR WITHIN THE DRIPLINE OF EXISTING TREES
E E
 OR OTHER PLANT MATERIAL TO REMAIN IS STRICTLY PROHIBITED.
 5776
 5782 8. EXERCISE CAUTION WHEN WORKING AND DIGGING NEAR TREES LOCATED ON ADJACENT PROPERTY.


 9. THE CONTRACTOR AT ALL TIMES SHALL KEEP THE PREMISES ON WHICH WORK IS BEING DONE, CLEAR
 OF RUBBISH AND DEBRIS. ALL PAVEMENT AND DEBRIS REMOVED FROM THE SITE SHALL BE
 5775
 O NO
 5774 DISPOSED OF LEGALLY.
 N ST T
 10. ALL WORK AND OPERATIONS SHALL COMPLY WITH ALL APPLICABLE FEDERAL, STATE AND LOCAL
 CODES AND ORDINANCES.
 R FO
 U R
 5783 C TI
 11. TREE INVENTORY CONDUCTED BY DAVE COULTER LICENSED ARBORIST #IL-0094
 O
 5773 12. EXISTING TREES HAVE BEEN LOCATED WITH GIS COORDINATES. LOCATIONS ARE APPROXIMATE BUT
 N
D ACCURATE. FIELD VERIFICATION IS RECOMMENDED PRIOR TO REMOVAL ACTIVITY.
 C D


 PROPOSED
 PROPOSED
 BUILDING
 5772
 BUILDING
 5784




 5805
 5808

 5806 5804

 5807 5803 5787
C 5790 C
 5802 5789 5788
 5815
 5812 5809 5786
 5814 5801




 EXISTING TREE 5791 5785 Architects
 5813 5810 5793 5792 TREE PROTECTION
 TO BE REMOVED TREE PROTECTION 5811 5794 FENCING (TYP)
 (TYP) FENCING (TYP) WEST TOUHY AVENUE
 EXISTING TREE TO
 EXISTING TREE TO REMAIN (TYP) OKW
 REMAIN (TYP) Architects
 600 West Jackson Blvd
 Chicago, IL 60661
 N T 312.798.7700
B B
 F 312.798.7777
 www.okwarchitects.com
 TREE PRESERVATION PLAN EXISTING TREES TO BE
 PRESERVED
 TREE DRIPLINE



 SCALE: 1" = 30'-0"
 0 15' 30' 60' TOUHY & LINDER
 COMMERCIAL
 SNOW FENCE PLACED
 1' OUTSIDE OF DRIPLINE DEVELOPMENT
 SKOKIE, IL
 TREE DRIPLINE
 EXISTING TREES TO
 BE PRESERVED
 TREE PRESERVATION
 PLAN
 SNOW FENCE
 1' OUTSIDE
 TREE INVENTORY &
 DRIPLINE
 TREE REMOVAL NOTES
A A
 DRAWN BY: DJW CHECKED: KMT

 TREE FENCING DETAIL


 c 2024 OKW ARCHITECTS
 DATE: SHEET NO.:



 PROJ. NO.:
 TP1.0
 9 8 7 6 5 4 3 2 1
 9 8 7 6 5 4 3 2 1




G G




 SEE SHEET L1.1
 2-GTI
 250-ef


 2-LIT




F F

 EXISTING
 2-PLA
 BUILDING 2-TAR
 250-ef




 EXISTING
 LANDSCAPING
 AT BUILDING D
 2-UCU TO REMAIN




E 1-UCU E




 NORTH LINDER AVENUE
 250-ef

 EXISTING
 BUILDING
 SEE SHEET L1.1
 R ION
 MOWED
 TURF

 FO CT
 T U
 1-AFR
 O
 N STR
 N
 5-RK O
D
 2-UCU
 C D
 5-SP

 5-RK



 MOWED
 TURF

 5-RK
 PROPOSED
 5-SP
 PROPOSED
 BUILDING
 BUILDING

 5-RK

 125-ef
C 1-AFR C
 3-QBI




 10-ls
 MONUMENT
 SIGN 1-CEO 1-CEO 1-AFR
 150-ef 50-ef MONUMENT 9-JCM 50-ef
 6-JCM 250-ef 100-ef
 SIGN
 5-pv 6-SM 5-rf 5-pv 6-SM 5-ep Architects
 20-as 5-pv 6-SM 5-ep 5-pv 6-SM 5-rf
 5-rf 5-HP 5-pv 5-ep 5-HP 5-pv 9-nf 5-ep 5-HP 5-pv 5-rf 5-HP 5-pv
 LANDSCAPE REQUIREMENT SUMMARY
 10-nf
 6-pv 22-as OKW
 SITE AREA SF Architects

 PARKWAY LENGTH (TOUHY AVE) 528 LF 600 West Jackson Blvd
 Chicago, IL 60661
 PARKWAY LENGTH (LINDER AVE) 403 LF
 T 312.798.7700
B REQUIRED PARKWAY TREES (1:30 LF) 31 B
 F 312.798.7777
 MOWED MOWED EXISTING TREES TO REMAIN 8 www.okwarchitects.com
 1-PLA 1-QBI 1-QBI 2-PLA
 2-LIT 2-UCU 1-QBI WEST TOUHY AVENUE TURF TURF PROPOSED PARKWAY TREES 22
 TOTAL PARKWAY TREES: 31
 TOUHY & LINDER
 PARKING SPACES 168
 REQUIRED SHADE TREES (1:15 SPACES) 12 COMMERCIAL
 PROPOSED SHADE TREES 21
 DEVELOPMENT
 SKOKIE, IL

 OVERALL LANDSCAPE
 PLAN KEY
 N


A
 OVERALL LANDSCAPE PLAN KEY A
 0 15' 30' 60' DRAWN BY: DJW CHECKED: KMT
 SCALE: 1" = 30'-0"




 c 2024 OKW ARCHITECTS
 DATE: SHEET NO.:



 PROJ. NO.:
 L1.0
 9 8 7 6 5 4 3 2 1
 9 8 7 6 5 4 3 2 1




 3-HA


G 1-TAR G
 150-ef


 TURF

 1-CK



 6-TD

 500-ef

 TURF




F F


 1-GTI
 150-ef




 1-CK

 6-TD

 5-HA

 TURF
 5-TD

E 15-nf E




 15-nf
 8-TD
 O NO
 TURF N ST T
 150-ef
 EXISTING
 BUILDING
 R FO
 U R
 C TI
 50-ef
 1-CK O
 3-JCM N
D
 1-TAR 5-TON 75-ef 175-ef C D
 1-GTI
 TURF 150-ef


 TURF
 1-GTI
 1-QBI 8-AM
 150-ef

 TURF
 5-JUS
 TURF

 3-JCM
 9-cg
 TURF
 10-RA
 150-ef

 5-TPG
 3-JCM
 3-SM
 TURF
C 13-nf 7-TD C
 5-AM
 3-HP 6-HA 50-ef
 5-SP


 4-TD
 1-CEO 5-AM
 13-nf
 50-ef

 TURF Architects
 3-SP 5-TD
 PROPOSED 5-VJ 3-JCM
 TURF BUILDING PROPOSED
 TURF BUILDING OKW
 4-TD Architects
 15-cg 3-VJ
 13-nf 600 West Jackson Blvd
 1-CEO 7-cg Chicago, IL 60661
 T 312.798.7700
B 3-HP B
 1-HS F 312.798.7777
 8-RA www.okwarchitects.com

 5-TD 12-sh
 3-SM
 7-sh
 1-GBI TOUHY & LINDER
 5-SM
 1-TAR COMMERCIAL
 3-JCM
 TURF
 250-ef DEVELOPMENT
 SKOKIE, IL

 BUILDING FOUNDATION
 150-ef 150-ef 11-RA 1-GBI LANDSCAPE PLANS


 N
A

 BUILDING A & BUILDING B LANDSCAPE PLAN
 N
 BUILDING C FOUNDATION LANDSCAPE PLAN DRAWN BY: DJW CHECKED: KMT
 A



 SCALE: 1" = 20'-0" 0 10' 20' 40'



 c 2024 OKW ARCHITECTS
 SCALE: 1" = 20'-0" 0 10' 20' 40' DATE: SHEET NO.:



 PROJ. NO.:
 L1.1
 9 8 7 6 5 4 3 2 1
 9 8 7 6 5 4 3 2 1



 LANDSCAPE MAINTENANCE SPECIFICATIONS VERTICAL AND TRUE
 ROTATED FOR BEST
 GENERAL CONSTRUCTION NOTES
 SELECTIVE PRUNING APPEARANCE
 DONE AFTER PLANTING

 TREE WRAP
 THE CONTRACTOR SHALL PROVIDE AS A SEPARATE BID, MAINTENANCE FOR A PERIOD OF 1 YEAR AFTER FINAL ACCEPTANCE OF THE PROJECT TREES, SHRUBS, & GROUND COVER (CONT.) TREE SHALL BEAR
 LANDSCAPING. THE CONTRACTOR MUST BE ABLE TO PROVIDE CONTINUED MAINTENANCE IF REQUESTED BY THE OWNER OR PROVIDE THE NAME OF A SAME RELATION TO
 1. REQUIRED LANDSCAPE MATERIAL SHALL SATISFY
 FINISHED GRADE AS 3" UNIFORM
 REPUTABLE LANDSCAPE CONTRACTOR WHO CAN PROVIDE MAINTENANCE. MULCHING RELATED TO DEPTH MULCH.
 ANNUALLY, ALL TREE AND SHRUB BEDS WILL BE PREPARED AND MULCHED, TO A MINIMUM DEPTH OF 3” WITH QUALITY MULCH TO MATCH EXISTING. BED NURSURY GRADE DO NOT MOUND MULCH AMERICAN ASSOCIATION OF NURSERYMEN STANDARDS
 STANDARDS AROUND TREE TRUNK
 PREPARATION SHALL INCLUDE REMOVING ALL WEEDS, CLEANING UP SAID BED, EDGING AND CULTIVATING DECAYED MULCH INTO THE SOIL. DEBRIS AND BE STAKED, WRAPPED, WATERED AND MULCHED
G ALL LANDSCAPE MAINTENANCE SERVICES SHALL BE PERFORMED BY TRAINED PERSONNEL USING CURRENT, ACCEPTABLE HORTICULTURAL PRACTICES. FROM EDGING IS TO BE REMOVED FROM BEDS WHERE APPLICABLE. IF DEEMED NECESSARY, A PRE-EMERGENT HERBICIDE MAY BE APPLIED TO THE SOIL TAPER TO
 G
 TO INHIBIT THE GROWTH OF FUTURE WEEDS. FINISHED GRADE PER ORDINANCE.
 ALL WORK SHALL BE PERFORMED IN A MANNER THAT MAINTAINS THE ORIGINAL INTENT OF THE LANDSCAPE DESIGN.
 FINISHED
 ORGANICALLY MAINTAINED GARDENS SHALL NOT RECEIVE ANY PRE-EMERGENT HERBICIDES. MULCH IN EXCESS OF 4” WILL BE REMOVED FROM THE BED CONSTRUCT 3" GRADE
 ALL CHEMICAL APPLICATIONS SHALL BE PERFORMED IN ACCORDANCE WITH CURRENT COUNTY, STATE AND FEDERAL LAWS, USING EPA REGISTERED AREAS. SPECIAL CARE SHALL BE TAKEN IN THE MULCHING OPERATION NOT TO OVER-MULCH OR COVER THE BASE OF TREES AND SHRUBS. THIS CAN BE SAUCER AROUND
 PLANT PIT
 MULCH FOLLOWS
 DRIPLINE 5' MULCH BED
 2. BEFORE ANY EXCAVATION ON THE SITE, CALL TO
 MATERIALS AND METHODS OF APPLICATION. THESE APPLICATIONS SHALL BE PERFORMED UNDER THE SUPERVISION OF A LICENSED CERTIFIED DETRIMENTAL TO THE HEALTH OF THE PLANTS. FOR EVERGREENS FOR SHADE TREES

 APPLICATOR.
 LOCATE ANY EXISTING UTILITIES ON THE SITE. THE
 WEEDING CONTRACTOR SHALL FAMILIARIZE HIM/HERSELF WITH
 APPROVALS
 ALL BEDS SHALL BE WEEDED ON A CONTINUOUS BASIS THROUGHOUT THE GROWING SEASON TO MAINTAIN A NEAT APPEARANCE AT ALL TIMES. SOIL MIX THE LOCATIONS OF ALL BURIED UTILITIES IN THE AREAS
 ANY WORK PERFORMED IN ADDITION TO THAT WHICH IS OUTLINED IN THE CONTRACT SHALL ONLY BE DONE UPON WRITTEN APPROVAL BY THE OWNER’S TREE BALL TO
 6" MIN. REMAIN INTACT
 REPRESENTATIVE. PRE-EMERGENT (SOIL-APPLIED) AND POST-EMERGENT (FOLIAR-APPLIED) HERBICIDES SHALL BE USED WHERE AND WHEN APPLICABLE AND IN LEVELING & COMPLETELY OF WORK BEFORE STARTING OPERATIONS. THE
 ACCORDANCE WITH THE PRODUCT’S LABEL. COURSE COVERED WITH
 ALL SEASONAL COLOR SELECTIONS SHALL BE APPROVED BY THE OWNER’S REPRESENTATIVE PRIOR TO ORDERING AND INSTALLATION.
 SPECIFIED SOIL CONTRACTOR SHALL BE LIABLE FOR THE COST OF
 SCARIFY AND LOOSEN EDGES OF MIX AND/OR
 MULCH
 INSECT & DISEASE CONTROL: TREES, SHRUBS & GROUNDCOVER TREE PIT TO ENCOURAGE NEW REPAIRING OR REPLACING ANY BURIED CONDUITS,
 SOIL TESTING ROOT PENETRATION
 THE MAINTENANCE CONTRACTOR SHALL BE RESPONSIBLE FOR MONITORING THE LANDSCAPE SITE ON A REGULAR BASIS. THE MONITORING CABLES OR PIPING DAMAGED DURING THE
 THE MAINTENANCE CONTRACTOR SHALL PERFORM SOIL TESTS AS NEEDED TO IDENTIFY ANY IMBALANCES OR DEFICIENCIES CAUSING PLANT MATERIAL FREQUENCY SHALL BE MONTHLY EXCEPT FOR GROWING SEASON, WHICH WILL BE EVERY OTHER WEEK. TRAINED PERSONNEL SHALL MONITOR FOR
 DECLINE. THE OWNER SHALL BE NOTIFIED OF THE RECOMMENDATION FOR APPROVAL, AND THE NECESSARY CORRECTIONS MADE AT AN ADDITIONAL PLANT DAMAGING INSECT ACTIVITY, PLANT PATHOGENIC DISEASES AND POTENTIAL CULTURAL PROBLEMS IN THE LANDSCAPE. THE PEST OR CULTURAL INSTALLATION OF THIS WORK.
 COST TO THE OWNER. PROBLEM WILL BE IDENTIFIED UNDER THE SUPERVISION OF THE CONTRACTOR. TREE PLANTING DETAIL
 ACCEPTABLE SOIL TEST RESULTS: FOR PLANT DAMAGING INSECTS AND MITES IDENTIFIED IN THE LANDSCAPE, THE CONTRACTOR SHALL CONSULT AND FOLLOW THE RECOMMENDATIONS 3. FOUR FOOT HIGH FENCING OR OTHER RIGID MATERIAL
 OF THE MOST CURRENT EDITION OF THE STATE COOPERATIVE SERVICE PUBLICATION ON INSECT CONTROL ON LANDSCAPE PLANT MATERIAL.
 LANDSCAPE TREES & SHRUBS TURF IS TO BE ERECTED AROUND THE DRIP-LINE OF ALL
 PLANT PATHOGENIC DISEASE PROBLEMS IDENTIFIED BY THE CONTRACTOR THAT CAN BE RESOLVED BY PRUNING OR PHYSICAL REMOVAL OF DAMAGED
 PH RANGE 5.0-7.0 6.0-7.0
 PLANT PARTS WILL BE PERFORMED AS PART OF THE CONTRACT. FOR AN ADDITIONAL CHARGE, PLANT PATHOGENIC DISEASES THAT CAN BE RESOLVED
 TREES TO BE SAVED.
F ORGANIC MATTER >1.5% >2.5% THROUGH PROPERLY TIMED APPLICATIONS OF FUNGICIDES SHALL BE MADE WHEN THE OWNER AUTHORIZES IT. F
 TRIANGULATED
 MAGNESIUM (MG) 100+LBS./ACRE 100+LBS./ACRE LAYOUT 4. PLANT QUANTITIES ON PLANT LIST INTENDED TO BE A
 IF THE CONTRACTOR NOTES AN ESPECIALLY INSECT-OR DISEASE-PRONE PLANT SPECIES IN THE LANDSCAPE, HE/SHE WILL SUGGEST REPLACEMENT
 PHOSPHORUS (P2O5) 150+LBS./ACRE 150+LBS./ACRE WITH A MORE PEST-RESISTANT CULTIVAR OR SPECIES THAT IS CONSISTENT WITH THE INTENT OF THE LANDSCAPE DESIGN. GUIDE. ALL QUANTITIES SHALL BE CHECKED AND
 POTASSIUM (K2O) 120+LBS./ACRE 120+LBS./ACRE SEE LANDSCAPE
 NOTE: FOR IDENTIFICATION OF PLANT-DAMAGING INSECTS AND MITES, A REFERENCE TEXTBOOK THAT CAN BE USED IS INSECTS THAT FEED ON TREES PLAN FOR
 VERIFIED ON PLANTING PLAN. ANY DISCREPANCIES
 SOLUBLE SALTS NOT TO EXCEED 900PPM/1.9 MMHOS/CM NOT TO EXCEED 750PPM/0.75 MMHOS/CM AND SHRUBS BY JOHNSON AND LYON, COMSTOCK PUBLISHING ASSOCIATES. FOR PLAN PATHOGENIC DISEASES, TWO REFERENCES ARE SUGGESTED: SPACING
 SCOUTING AND CONTROLLING WOODY ORNAMENTAL DISEASES IN LANDSCAPES AND NURSERIES, AUTHORIZED BY GARY MOORMAN, PUBLISHED BY SHALL BE DISCUSSED WITH THE LANDSCAPE
 IN SOIL; NOT TO EXCEED 1400 PPM/2.5 IN SOIL; NOT TO EXCEED 2000 PPM/2.0
 PENN STATE COLLEGE OF AGRICULTURAL SCIENCES, AND DISEASES OF TREES AND SHRUBS BY SINCLAIR AND LYON, PUBLISHED BY COMSTOCK ARCHITECT.
 MMHOS/CM IN HIGH ORGANIC MIX MMHOS/CM IN HIGH ORGANIC MIX PUBLISHING PRESS. SELECTIVE
 3" UNIFORM DEPTH PRUNING DONE
 MULCH,DO NOT MOUND AFTER PLANTING

 FOR UNUSUAL SOIL CONDITIONS, THE FOLLOWING OPTIONAL TESTS ARE RECOMMENDED WITH LEVELS NOT TO EXCEED: TRASH REMOVAL MULCH AROUND 5. ANY DEVIATIONS FROM OR MODIFICATIONS TO THIS
 BASE OF SHRUB
 THE MAINTENANCE CONTRACTOR SHALL REMOVE TRASH FROM ALL SHRUB AND GROUNDCOVER BEDS WITH EACH VISIT. ROOT COLLAR
 SHALL BE
 PLAN SHALL BE APPROVED BY THE LANDSCAPE
 BORON 3 POUNDS PER ACRE TAPER TO +1" ABOVE
 LEAF REMOVAL FINISHED FINISHED ARCHITECT PRIOR TO INSTALLATION.
 MANGANESE 50 POUNDS PER ACRE GRADE
 ALL FALLEN LEAVES SHALL BE REMOVED FROM THE SITE IN NOVEMBER AND ONCE IN DECEMBER. IF REQUESTED BY THE OWNER, THE MAINTENANCE GRADE
 POTASSIUM (K2O) 450 POUNDS PER ACRE CONTRACTOR, AT AN ADDITIONAL COST TO THE OWNER SHALL PERFORM SUPPLEMENTAL LEAF REMOVALS.
 SOIL 6. CONTRACTOR TO NOTIFY LANDSCAPE ARCHITECT UPON
 SODIUM 20 POUNDS PER ACRE MIX
 WINTER CLEAN-UP DELIVERY OF PLANT MATERIAL TO THE SITE.
 FINISHED
 THE PROJECT SHALL RECEIVE A GENERAL CLEAN-UP ONCE DURING EACH OF THE WINTER MONTHS, I.E., JANUARY, FEBRUARY, AND MARCH. GRADE SHRUB BALL TO REMAIN
 WORKMANSHIP INTACT & COMPLETELY LANDSCAPE ARCHITECT RESERVES THE RIGHT TO
 3" LEVELING COVERED WITH
 CLEAN-UP INCLUDES: COURSE REJECT ANY PLANT MATERIAL THAT DOESN'T MEET
 DURING LANDSCAPE MAINTENANCE OPERATIONS, ALL AREAS SHALL BE KEPT NEAT AND CLEAN. PRECAUTIONS SHALL BE TAKEN TO AVOID DAMAGE TO SPECIFIED SOIL MIX
 · CLEANING CURBS AND PARKING AREAS AND/OR MULCH
 EXISTING STRUCTURES. ALL WORK SHALL BE PERFORMED IN A SAFE MANNER TO THE OPERATORS, THE OCCUPANTS AND ANY PEDESTRIANS.
E · REMOVING ALL TRASH AND UNWANTED DEBRIS SCARIFY TO 4" DEPTH
 STANDARDS OR SPECIFICATIONS OF THE PROJECT. E
 AND RECOMPACT
 UPON COMPLETION OF MAINTENANCE OPERATIONS, ALL DEBRIS AND WASTE MATERIAL SHALL BE CLEANED UP AND REMOVED FROM THE SITE, UNLESS · TURNING MULCH WHERE NECESSARY
 PROVISIONS HAVE BEEN GRANTED BY THE OWNER TO USE ON-SITE TRASH RECEPTACLES. ANY DAMAGE TO THE LANDSCAPE, STRUCTURES, OR · INSPECTION OF GROUNDS 7. ALL PLANT MATERIAL TO BE INSTALLED PER THE
 IRRIGATION SYSTEMS CAUSED BY THE MAINTENANCE CONTRACTOR, SHALL BE REPAIRED BY THE MAINTENANCE CONTRACTOR WITHOUT CHARGE TO
 THE OWNER.
 SHRUB PLANTING DETAIL PLANTING DETAILS PROVIDED ON THIS PLAN SET.


 TURF SEASONAL COLOR: PERENNIALS, ANNUALS, AND BULBS 8. ALL BED EDGES TO BE WELL SHAPED, SPADE CUT, WITH

 GENERAL CLEAN UP THE INSTALLATION OF PERENNIALS, ANNUALS, AND BULBS, UNLESS SPECIFIED HEREIN, SHALL BE REVIEWED WITH THE OWNER, AND, IF ACCEPTED, SEE LANDSCAPE
 PLAN FOR
 LINES AND CURVES AS SHOWN ON THIS PLAN SET.
 O NO
 PRIOR TO MOWING, ALL TRASH, STICKS, AND OTHER UNWANTED DEBRIS SHALL BE REMOVED FROM LAWNS, PLANT BEDS, AND PAVED AREAS.
 INSTALLED AND BILLED TO THE OWNER.

 SEASONAL COLOR MAINTENANCE
 SPACING

 9. ALL PLANTING BEDS TO BE PREPARED WITH PLANTING
 N ST T
 R FO
 MOWING
 PERENNIALIZATION OF BULBS: TRIANGULATED MIX: 50% TOPSOIL, 50% SOIL AMENDMENTS (3 PARTS
 LAYOUT
 TURF GRASSES, INCLUDING BLUE GRASS, TALL FESCUE, PERENNIAL RYEGRASS, ETC., SHALL BE MAINTAINED AT A HEIGHT OF 2” TO 3” IN SPRING AND
 FALL. FROM JUNE THROUGH SEPTEMBER, MOWING HEIGHT SHALL BE MAINTAINED AT NO LESS THAN 3”. 1. AFTER FLOWERING, CUT OFF SPENT FLOWER HEADS.
 PEATMOSS, 1 PART COMPOST, 1 PART SAND)
 U R
 C
 THE MOWING OPERATION INCLUDES TRIMMING AROUND ALL OBSTACLES, RAKING EXCESSIVE GRASS CLIPPINGS AND REMOVING DEBRIS FROM WALKS,
 2. ALLOW LEAVES OF DAFFODILS AND HYACINTHS TO REMAIN FOR SIX WEEKS AFTER FLOWERS HAVE FADED. CUT OFF AT BASE.
 3. ALLOW LEAVES OF OTHER BULBS TO YELLOW NATURALLY AND THEN CUT OFF AT BASE.
 10. ALL PARKING LOT ISLANDS SHALL BE BACKFILLED WITH TI
 CURBS, AND PARKING AREAS. CAUTION: MECHANICAL WEEDERS SHOULD NOT BE USED AROUND TREES BECAUSE OF POTENTIAL DAMAGE TO THE BARK.
 THE FOLLOWING: 2' OF BLENDED GARDEN SOIL MIX O
 EDGING
 4. APPLY FERTILIZER AFTER FLOWERING IN SPRING, POSSIBLY AGAIN IN FALL. APPLY 10-10-10 AT THE RATE OF 2 POUNDS PER 1000 SQUARE FEET OR
 TOP-DRESS WITH COMPOST 1” DEEP. FALL FERTILIZATION WITH A BULB FERTILIZER OR MULCHING WITH 1” OF COMPOST IS OPTIONAL. (60% TOPSOIL, 30% COMPOST, 10% SAND) OR 6" OF ONE N
D
 EDGING OF ALL SIDEWALKS, CURBS AND OTHER PAVED AREAS SHALL BE PERFORMED ONCE EVERY OTHER MOWING. DEBRIS FROM THE EDGING
 OPERATIONS SHALL BE REMOVED AND THE AREAS SWEPT CLEAN. CAUTION SHALL BE USED TO AVOID FLYING DEBRIS. FLOWER ROTATION:
 RAISE BED 3"
 ABOVE FINISHED
 SELECTIVE PRUNING
 DONE AFTER
 STEP BY MIDWEST TRADING, TOP DRESSED AND TILLED C D
 GRADE INSTALLATION INTO 18" OF TOPSOIL.
 FERTILIZING 1. BULBS: REMOVE THE ENTIRE PLANT AND BULB AFTER FLOWERS HAVE FADED OR AT THE DIRECTION OF THE OWNER AND INSTALL NEW PLANTS IF
 TAPER TO
 INCLUDED IN CONTRACT. FINISHED 3" DEPTH
 SEASONALLY STEPPED FERTILIZER SHALL BE APPLIED IN AREAS BASED ON THE EXISTING TURF SPECIES. GRADE
 2. SUMMER ANNUALS OR FALL PLANTS: MULCH 11. ALL SPECIFIED LANDSCAPE MATERIAL INDICATED ON
 LAWN WEED CONTROL: HERBICIDES A. DEAD HEADING: PINCH AND REMOVE DEAD FLOWERS ON ANNUALS AS NECESSARY. THE CONSTRUCTION DOCUMENTS WILL BE REQUIRED
 SELECTION AND PROPER USE OF HERBICIDES SHALL BE THE LANDSCAPE CONTRACTOR’S RESPONSIBILITY. ALL CHEMICAL APPLICATIONS SHALL BE B. FERTILIZING SUMMER ANNUALS: FERTILIZE USING ONE OR TWO METHODS: APPLY A SLOW-RELEASE FERTILIZER IN MAY FOLLOWING 2" MIN. LEVELING TO BE MAINTAINED THROUGHOUT THE LIFE OF THE
 PERFORMED UNDER THE SUPERVISION OF A LICENSED CERTIFIED APPLICATOR. READ THE LABEL PRIOR TO APPLYING ANY CHEMICAL. MANUFACTURER’S RECOMMENDATIONS. A BOOSTER SUCH AS 10-10-10 MAY BE NECESSARY IN LATE SUMMER. OR, APPLY LIQUID FINISHED COURSE
 FERTILIZATIONS OF 20-20-20 WATER-SOLUBLE FERTILIZERS, NOT TO EXCEED 2 POUNDS OF 20-20-20 PER 100 GALLONS OF WATER, GRADE CUT AND REMOVE PLANTING PROJECT AND MUST BE REPLACED SHOULD IT DIE OR
 CONTAINER BEFORE INSTALLATION
 INSECT & DISEASE CONTROL FOR TURF MONTHLY; OR MULCH WITH COMPOST 1” DEEP. SOIL MIX KEEPING BALL INTACT BECOME DAMAGED.
 THE CONTRACTOR SHALL BE RESPONSIBLE FOR MONITORING THE SITE CONDITIONS ON EACH VISIT TO DETERMINE IF ANY INSECT PEST OR DISEASE C. REMOVAL: IF FALL PLANTS ARE TO BE INSTALLED, SUMMER ANNUALS SHALL BE LEFT IN THE GROUND UNTIL THE FIRST KILLING FROST
 PROBLEMS EXIST. THE CONTRACTOR SHALL IDENTIFY THE INSECT PEST OR DISEASE, AS WELL AS THE HOST PLANT, AND THEN CONSULT THE MOST AND THEN REMOVED, UNLESS OTHERWISE DIRECTED BY THE OWNER.
 CURRENT EDITION OF THE COOPERATIVE EXTENSION SERVICE’S “COMMERCIAL INSECTICIDE RECOMMENDATION FOR TURF” FOR CONTROL. THE
 LICENSED APPLICATOR SHALL BE FAMILIAR WITH THE LABEL PROVIDED FOR THE SELECTED PRODUCT PRIOR TO APPLICATION.
 GROUNDCOVER DETAIL 12. ALL PLANT MATERIAL SHALL HAVE A ONE YEAR
 PERENNIALS: GUARANTEE FROM SUBSTANTIAL COMPLETION AS
 INSPECTION AND TREATMENT TO CONTROL INSECT PESTS SHALL BE INCLUDED IN THE CONTRACT PRICE. 1. AFTER INITIAL INSTALLATION, IF A TIME-RELEASED FERTILIZER HAS BEEN INCORPORATED DURING PLANT INSTALLATION, NO MORE FERTILIZER DETERMINED BY THE LANDSCAPE ARCHITECT, AND
 NEED BE APPLIED THE FIRST GROWING SEASON.
 SHALL BE REPLACED SHOULD IT DIE WITHIN THAT
 2. THE FOLLOWING YEAR:
 TREES, SHRUBS, & GROUND COVER PERIOD.
 A. FERTILIZE PERENNIALS WITH A SLOW-RELEASE FERTILIZER OR ANY 50% ORGANIC FERTILIZER, OR MULCH PERENNIALS WITH COMPOST 1”
 PRUNING DEEP.
 ALL ORNAMENTAL TREES, SHRUBS AND GROUND COVER SHALL BE PRUNED WHEN APPROPRIATE TO REMOVE DEAD OR DAMAGED BRANCHES, DEVELOP B. CUT ALL DECIDUOUS PERENNIALS FLUSH TO THE GROUND BY MARCH 1, IF THIS WAS NOT DONE THE PREVIOUS FALL, TO ALLOW NEW 13. PROTECT STRUCTURES, SIDEWALKS, PAVEMENTS AND
 THE NATURAL SHAPES. DO NOT SHEAR TREES OR SHRUBS. IF PREVIOUS MAINTENANCE PRACTICE HAS BEEN TO SHEAR AND BALL, THEN A NATURAL GROWTH TO DEVELOP FREELY.
C SHAPE WILL BE RESTORED GRADUALLY. UTILITIES TO REMAIN FROM DAMAGE CAUSED BY C
 C. MULCH THE PERENNIAL BED ONCE IN EARLY SPRING AT 1”-2” DEPTH. IF SOIL IS BARED IN LATE FALL, RE-MULCH LIGHTLY AFTER GROUND IS
 FROZEN TO PROTECT PERENNIALS. SETTLEMENT, LATERAL MOVEMENT, UNDERMINING,
 PRUNING GUIDELINES:
 D. INSPECT FOR INSECT OR DISEASE PROBLEMS ON PERENNIALS. MONITOR AND CONTROL SLUGS ON HOSTAS AND LIGULARIAS. POWDERY WASHOUTS AND OTHER HAZARDS CAUSED BY SITE
 1. PRUNE PLANTS THAT FLOWER BEFORE THE END OF JUNE (SPRING BLOOMING) IMMEDIATELY AFTER FLOWERING. FLOWER BUDS DEVELOP DURING MILDEW ON PHLOX, MONARDAS, AND ASTERS CAN BE PREVENTED WITH PROPERLY TIMED FUNGICIDES OR USE OF DISEASE-RESISTANT
 THE PREVIOUS GROWING SEASON. FALL, WINTER OR SPRING PRUNING WOULD REDUCE THE SPRING FLOWERING DISPLAY. VARIETIES. IMPROVEMENT OPERATIONS.
 2. PRUNE PLANTS THAT FLOWER IN JULY – SEPTEMBER (SUMMER OR AUTUMN BLOOMING) IN WINTER OR SPRING BEFORE NEW GROWTH BEGINS, E. WEED PERENNIAL BED AS SPECIFIED IN “WEEDING” ABOVE.
 SINCE THESE PLANTS DEVELOP FLOWERS ON NEW GROWTH.
 F. PRUNE BRANCHING SPECIES TO INCREASE DENSITY. CUT ONLY THE FLOWERING STEMS AFTER BLOOMING. DO NOT REMOVE THE 14. ALL LAWN AREAS TO BE SEEDED WITH STANDARD TURF
 3. DELAY PRUNING PLANTS GROWN FOR ORNAMENTAL FRUITS, SUCH AS COTONEASTERS AND VIBURNUMS. FOLIAGE.
 GRASS SEED AND COVERED WITH EROSION CONTROL
 4. HOLLIES AND OTHER EVERGREENS MAY BE PRUNED DURING WINTER IN ORDER TO USE THEIR BRANCHES FOR SEASONAL DECORATION. 3. THE FOLLOWING FALL CUT BACK DETERIORATING PLANT PARTS UNLESS INSTRUCTED TO RETAIN FOR WINTER INTEREST, E.G. SEDUM AUTUMN
 HOWEVER, SEVERE PRUNING OF EVERGREENS SHOULD BE DONE IN EARLY SPRING ONLY. JOY AND ORNAMENTAL GRASSES. BLANKET. UNLESS OTHERWISE SPECIFIED ON THE
 5. BROADLEAF EVERGREEN SHRUBS SHALL BE HAND-PRUNED TO MAINTAIN THEIR NATURAL APPEARANCE AFTER THE NEW GROWTH HARDENS OFF. 4. LONG-TERM CARE: PLAN.
 Architects
 6. HEDGES OR SHRUBS THAT REQUIRE SHEARING TO MAINTAIN A FORMAL APPEARANCE SHALL BE PRUNED AS REQUIRED. DEAD WOOD SHALL BE A. DIVIDE PLANTS THAT OVERCROWD THE SPACE PROVIDED. DIVIDE ACCORDING TO THE SPECIES. SOME NEED FREQUENT DIVIDING, E.G.
 REMOVED FROM SHEARED PLANTS BEFORE THE FIRST SHEARING OF THE SEASON. ASTERS AND YARROW EVERY TWO YEARS; OTHER RARELY, IF EVER, E.G. PEONIES, HOSTAS, AND ASTILBE.
 15. ALL AREAS DISTURBED BY CONSTRUCTION ACTIVITIES,
 7. CONIFERS SHALL BE PRUNED, IF REQUIRED, ACCORDING TO THEIR GENUS. B. FOR DETAILED INFORMATION REGARDING THE CARE OF SPECIFIC PERENNIALS, REFER TO ALL ABOUT PERENNIALS BY ORTHO;
 PERENNIALS: HOW TO SELECT, GROW AND ENJOY BY PAMELA HARPER AND FREDERICK MCGOUTY, HP BOOKS PUBLISHER; HERBACEOUS EXCLUDING SHRUB BEDS, TO BE RESTORED WITH TURF
 A. YEWS, JUNIPERS, HEMLOCKS AND ARBORVITAE MAY BE PRUNED AFTER NEW GROWTH HAS HARDENED OFF IN LATE SUMMER. IF SEVERE
 PERENNIAL PLANTS: A TREATISE ON THEIR IDENTIFICATION, CULTURE AND GARDEN ATTRIBUTES BY ALLAN ARMITAGE, STIPES PUB LLC. OKW
 PRUNING IS NECESSARY, IT MUST BE DONE IN EARLY SPRING. GRASS SEED AND COVERED WITH AN EROSION
 Architects
 B. FIRS AND SPRUCES MAY BE LIGHTLY PRUNED IN LATE SUMMER, FALL, OR WINTER AFTER COMPLETING GROWTH. LEAVE SIDE BUDS. NEVER CONTROL BLANKET.
 CUT CENTRAL LEADER. 600 West Jackson Blvd
 SUMMARY OF MAINTENANCE Chicago, IL 60661
 C. PINES MAY BE LIGHTLY PRUNED IN EARLY JUNE BY REDUCING CANDLES.
 16. CAREFULLY MAINTAIN PRESENT GRADE AT BASE OF ALL T 312.798.7700
B 8.
 9.
 GROUNDCOVER SHALL BE EDGED AND PRUNED AS NEEDED TO CONTAIN IT WITHIN ITS BORDERS.
 THINNING: REMOVE BRANCHES AND WATER SPROUTS BY CUTTING THEM BACK TO THEIR POINT OF ORIGIN ON PARENT STEMS. THIS METHOD
 LAWN MAINTENANCE
 1. SOIL ANALYSIS PERFORMED ANNUALLY TO DETERMINE PH. IF PH DOES NOT FALL WITHIN SPECIFIED RANGE, ADJUST ACCORDING TO SOIL TEST
 PARKING ISLAND DETAIL EXISTING TREES TO REMAIN. PREVENT ANY F 312.798.7777
 B

 RESULTS IN A MORE OPEN PLANT, WITHOUT STIMULATING EXCESSIVE GROWTH. THINNING IS USED ON CRAB APPLES, LILACS, VIBURNUMS, ETC.
 www.okwarchitects.com
 RECOMMENDATIONS. DISTURBANCE OF EXISTING TREES INCLUDING ROOT
 10. RENEWAL PRUNING: REMOVE OLDEST BRANCHES OF SHRUB AT GROUND, LEAVING THE YOUNGER, MORE VIGOROUS BRANCHES. ALSO REMOVE 2. MAINTAIN PROPER FERTILITY AND PH LEVELS OF THE SOIL TO PROVIDE AN ENVIRONMENT CONDUCIVE TO TURF VITALITY FOR TURF GRASSES. ZONES. USE TREE PROTECTION BARRICADES WHERE
 WEAK STEMS. ON OVERGROWN PLANTS, THIS METHOD MAY BE BEST DONE OVER A THREE-YEAR PERIOD. RENEWAL PRUNING MAY BE USED ON
 FORSYTHIA, HYDRANGEA, SPIRAEA, ETC. 3. MOW TURF ON A REGULAR BASIS AND AS SEASON AND WEATHER DICTATES. REMOVE NO MORE THAN THE TOP 1/3 OF LEAF BLADE. CLIPPINGS ON
 PAVED AND BED AREAS WILL BE REMOVED.
 INDICATED. PROTECT EXISTING TREES TO REMAIN TOUHY & LINDER
 PLANTS OVERHANGING PASSAGEWAYS AND PARKING AREAS AND DAMAGED PLANTS SHALL BE PRUNED AS NEEDED.
 4. AERATE WARM SEASON TURF AREAS TO MAINTAIN HIGH STANDARDS OF TURF APPEARANCE. AGAINST UNNECESSARY CUTTING, BREAKING OR COMMERCIAL
 SKINNING OF ROOTS, BRUISING OF BARK OR
 SHADE TREES THAT CANNOT BE ADEQUATELY PRUNED FROM THE GROUND SHALL NOT BE INCLUDED IN THE MAINTENANCE CONTRACT. A CERTIFIED
 5. APPLY PRE-EMERGENT TO TURF IN TWO APPLICATIONS IN EARLY FEBRUARY AND EARLY APRIL TO EXTEND BARRIER.
 6. APPLY POST EMERGENT AS NEEDED TO CONTROL WEEDS. SMOTHERING OF TREES. DRIVING, PARKING, DUMPING,
 DEVELOPMENT
 ARBORIST UNDER A SEPARATE CONTRACT SHALL PERFORM THIS TYPE OF WORK.
 7. MECHANICALLY EDGE CURBS AND WALKS. STOCKPILING AND/OR STORAGE OF VEHICLES, SKOKIE, IL
 SPRING CLEANUP 8. APPLY NON-SELECTIVE HERBICIDE, TO MULCHED BED AREAS AND PAVEMENT AND REMOVE EXCESS RUNNERS TO MAINTAIN CLEAN DEFINED BEDS. EQUIPMENT, SUPPLIES, MATERIALS OR DEBRIS ON TOP
 PLANT BEDS SHALL RECEIVE A GENERAL CLEANUP BEFORE FERTILIZING AND MULCHING. CLEANUP INCLUDES REMOVING DEBRIS AND TRASH FROM BEDS
 AND CUTTING BACK HERBACEOUS PERENNIALS LEFT STANDING THROUGH WINTER, E.G. ORNAMENTAL GRASSES, SEDUM AUTUMN JOY. TREE, GROUNDCOVER AND SHRUB BED MAINTENANCE
 THE ROOT ZONES AND/OR WITHIN THE DRIPLINE OF INSTALLATION &
 EXISTING TREES OR OTHER PLANT MATERIAL TO
 FERTILIZING
 1. PRUNE SHRUBS, TREES AND GROUNDCOVER TO ENCOURAGE HEALTHY GROWTH AND CREATE A NATURAL APPEARANCE.
 REMAIN IS STRICTLY PROHIBITED.
 MONITORING
 2. MULCH TO BE APPLIED IN FEBRUARY/MARCH WITH A HALF RATE IN LATE SUMMER TO TOP DRESS.
 FOR TREES, THE RATE OF FERTILIZATION DEPENDS ON THE TREE SPECIES, TREE VIGOR, AREA AVAILABLE FOR FERTILIZATION, AND GROWTH STAGE OF
 THE TREE. MATURE SPECIMENS BENEFIT FROM FERTILIZATION EVERY 3 TO 4 YEARS; YOUNGER TREES SHALL BE FERTILIZED MORE OFTEN DURING RAPID 3. APPLY PRE-EMERGENT HERBICIDES IN FEBRUARY AND APRIL.
 SPECIFICATIONS
 GROWTH STAGES. 4. MANUAL WEED CONTROL TO MAINTAIN CLEAN BED APPEARANCE. 17. THE CONTRACTOR AT ALL TIMES SHALL KEEP THE

 THE CURRENT RECOMMENDATION IS BASED ON THE RATE OF 1000 SQUARE FEET OF AREA UNDER THE TREE TO BE FERTILIZED. FOR DECIDUOUS TREES, 5. APPLY FUNGICIDES AND INSECTICIDES AS NEEDED TO CONTROL INSECTS AND DISEASE. PREMISES ON WHICH WORK IS BEING DONE, CLEAR OF CONSTRUCTION NOTES
A 2 TO 6 POUNDS OF NITROGEN PER 1000 SQUARE FEET; FOR RUBBISH AND DEBRIS. ALL PAVEMENT AND DEBRIS A
 6. ORNAMENTAL SHRUBS, TREES AND GROUNDCOVERS TO BE FERTILIZED THREE (3) TIMES PER YEAR WITH A BALANCED MATERIAL
 NARROW-LEAF EVERGREENS, 1 TO 4 POUNDS OF NITROGEN PER 1000 SQUARE FEET; FOR BROADLEAF EVERGREENS, 1 TO 3 POUNDS OF NITROGEN PER (JANUARY/FEBRUARY, APRIL/MAY, AND OCTOBER/NOVEMBER) DRAWN BY: DJW KMT
 REMOVED FROM THE SITE SHALL BE DISPOSED OF CHECKED:
 1000 SQUARE FEET. 7. EDGE ALL MULCHED BEDS.
 LEGALLY




 c 2024 OKW ARCHITECTS
 SHRUBS AND GROUNDCOVER SHALL BE TOP-DRESSED WITH COMPOST 1” DEEP OR FERTILIZED ONCE IN MARCH WITH 10-6-4 ANALYSIS FERTILIZER AT THE 8. REMOVE ALL LITTER AND DEBRIS.
 DATE: SHEET NO.:
 RATE OF 3 POUNDS PER 100 SQUARE FEET OF BED AREA.
 ERICACEOUS MATERIAL SHALL BE FERTILIZED WITH AN ERICACEOUS FERTILIZER AT THE MANUFACTURER’S RECOMMENDATION RATE. IF PLANTS ARE GENERAL MAINTENANCE
 SPADED PLANTING 18. ALL WORK AND OPERATIONS SHALL COMPLY WITH ALL
 GROWING POORLY, A SOIL SAMPLE SHOULD BE TAKEN.
 1. REMOVE ALL MAN-MADE DEBRIS, BLOW EDGES.
 2. INSPECT GROUNDS ON A MONTHLY BASIS AND SCHEDULE INSPECTION WITH UNIT OPERATOR.
 BED EDGE DETAIL APPLICABLE FEDERAL, STATE AND LOCAL CODES AND
 ORDINANCES.
 PROJ. NO.:
 L2.0
 9 8 7 6 5 4 3 2 1
 Village of Skokie
 APPEARANCE COMMISSION APPLICATION
 Community Development Department - Building & Zoning Division
 5127 Oakton St. Skokie, IL 60077
 Phone 847/933-8223 Fax 847/933-8230
 The Appearance Commission meets the 2nd Wednesday of each month at 7:30 p.m.

 Until further notice, applications will only be accepted in a PDF format.


APPLICATION DATE: 08.01.2024
 _____________________________________

APPLICATION TYPE (Please check all that apply):
 New Construction 1st Floor Addition 2nd Floor Addition Façade Signage Other

LAND USE:
 Single Family Residential Multifamily Residential Mixed Use Commercial Industrial Other

SUBJECT ADDRESS: ___________________________________________________________________________

OWNER INFORMATION: Please print legibly.
NAME(S): Nash Querishi
ADDRESS: 9100 Kenton Ave CITY, STATE ZIP: Skokie, IL 60076
PHONE#:  402-312-0451 EMAIL: nashqureishi@gmail.com

AGENT/PETITIONER INFORMATION (if other than owner):
NAME(S): DAYTIME PHONE #: ____________________________
ADDRESS: CITY, STATE ZIP: ______________________________
EMAIL: SIGNATURE: __________________________________
Please submit the following PDFs to appearance@skokie.org to complete your digital-only application:
 1. Elevations, floor plans, and site plans. Scale ¼” = 1’-0” is preferred, but not required. If the file size is greater
 than 5MB, multiple emails are allowed. Ensure “Appearance Commission PDF” and the project’s property
 address are in the subject line of the email. Color elevations or one color rendering is required.
 2. Completed Zoning Information Worksheet (residential projects only)
 3. Photographs (all sides of the subject building and the fronts of neighboring buildings)
 4. Excerpts of brochures and/or cut sheets of new materials and colors proposed for the project. Matching
 existing materials and colors can be confirmed with the submitted photographs.
 5. Plat of Survey
 *** The Building, Zoning, will not take in or hold material or color samples.
 *** Visit https://www.skokie.org/357/Appearance-Commission to access the staff report prior to the meeting.


 Fee Schedule
 Residential Site (new) … $100 plus $50.00 per unit
 Non-Residential Site* (new) … $100 plus $50.00 per 1,000 square feet (based on square footage of building)
 * Any non-residentially zoned site (Business, Industrial, Mixed-Use districts)
 Any Other Appearance Review (Additions, Façade, Sign Package, etc.) … $50.00
 If you have already paid for a preliminary plan review there is no charge.
 For Office Use Only:
 Case Number ____________________________ Meeting Date ________________________________________________
 Acct # NR Amt $ _________________________ Cash / Credit Card/ Check # ____________________________________

 Any required fees or monies owed by the applicant to the Village must be paid as a condition of approval.


VOSDOCS-#149808-v13-Appearance_Commission_Application_form.docx Revised 12/1/22
August 01, 2024

ROOF ZONING VARIANCE

9100 Kenton Ave
Skokie, IL 60076
Owner: Naushad Qureishi
Residential Renovation & Addition
PROJECT #PPRU23-1755

To Village of Skokie Building Department,

This letter is regards to project 9100 Kenton Ave single family residential addition + renovation project that is currently
under construction. A recent framing inspection on June 21, 2024 performed by inspection Steve Klocko noted that
the overall building height to top of roof gable was measured at 28’-9” which we understand is +9” above zoning
ordinance at 28’-0” height. While the drawings showed 28’-0” height building to top of roof the construction slope
miscalculation led to a slightly higher ridge. This was noticed by the inspector and we were then issued a stop work
order and construction has been paused since June 2024.

We’ve since submitted for roof modification building review but after discussion with reviewer and structural engineer
we decided the modification would require a lot more work with connections and have discussed re-doing the entire
roof as an option even though it’s finished. We then reached out to sub-contractors to coordinate and get pricing and
the estimated cost to demolish the existing shingles, roofing and framing down to ceiling joist and then rebuild back
up to reduce roof 9” would cost the owner approximately $10,000 to complete the work and extend the project
completion into the winter which may cause additional hardship requiring winter protection during the cold months.

We have researched and discussed all routes which after a few dead ends have now come to request a zoning variance
due to hardship. We hope the board understands that our intent was to not encroach above the allowed zoning
ordinance as we have nothing to gain from doing so and it was an oversight we wish we can take back without
financially burdening the project and extending the schedule. The 9” height difference is not noticeable from any
perspective street or neighbor views as shown from the images below and due to the low slope the top of the roof is
not visible as well.

We appreciate your time and efforts in this review and hope we can continue to move forward with the project as we
would like to avoid construction during the school year.




Sincerely,
E.J. Fernandez (AOR)
On behalf of owner:
Naushad Qureishi
nashqureishi@gmail.com
 9100 Kenton Ave
Existing Construction
 Photos
 06.2024
 28'-9"
zoning = 28'-0"

Meeting Minutes for
 Appearance Commission
 August 14, 2024 | 7:30 PM
Skokie Village Hall | 5127 Oakton Street, Skokie IL 60077 | Council Chambers
 Members Present: Michael Lynk, Chair
 Maryjane Klein
 Joe Maschek
 Julie Naumiak
 Jay Pathak
 Archana Shah
 Members Absent: Thomas DaMario, Vice Chair
 Presiding Officer:
 Staff Present: Brian Augustine, Zoning Administrator
 Jose Acosta, Planning Coordinator
 Others Present:


 1) Time Meeting was Called to Order/Declaration of Quorum

 A quorum being present, Chairman Lynk called the meeting to order at 7:31 PM.

 2) Approval of Meeting Minutes

 A motion was made by Commissioner Klein to approve the minutes of the July 10, 2024
 Appearance Commission meeting. The motion was seconded by Commissioner Naumiak.
 All members voted aye.

  3) Old Business

 2024-033A – 9100 Kenton Avenue
 Applicant & Owner: Nash Querishi
 Request: 2nd Floor Addition (Revisions)

 Discussion & Interested Parties
 Staff comments were read into the record.

 Commissioner Maschek mentioned that he saw the project in person and thought that the
 height variance request is justified. If the roof height was any lower, the home would
 look strange due to the overall size of the building.

 Chairman Lynk asked staff to clarify the initially approved height and the existing. Staff
 member, Brian Augustine, explained that the maximum height for this project was 28 feet
 and the existing height is 28 feet and 9 inches.


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 The Commissioners agree that the height of the building improves the overall aesthetic of
 the building by providing better proportions to the size of the building with the additional
 9 inches.

 Recommendation & Voting
 A motion was made to grant a Certificate of Appropriateness to approve as presented.
 The vote was unanimous.

 Motion: Julie Naumiak Second: Joe Maschek

 Ayes:6
 Nays:0

  4) New Business

 2024-035A – 8610 Keeler Avenue
 Applicant: Jim Fraerman of Fraermen Associates Architects
 Owner: Ariel Silverstein & Nathaniel Bobrick
 Request: Façade

 Discussion & Interested Parties
 Staff comments were read into the record.

 Chairman Lynk asked the Architect if the upper gable of the front façade will be flush
 with the rest of the face of the front façade and if the bay windows shown on the
 proposed elevations are new. The Architect clarified that the upper gable above the
 entrance will be flush with the face of the façade and the bay windows seen were already
 there.

 Commissioner Naumiak commented that the proposed façade has a more current design
 and thinks it is an improvement from the existing conditions.

 Commissioner Maschek asked if the trim boards on the new gable will match the existing
 trim boards in the gable existing above the garage. The Architect confirmed that they will
 match.

 Recommendation & Voting
 A motion was made to grant a Certificate of Appropriateness to approve as presented.
 The vote was unanimous.

 Motion: Joe Maschek Second: Julie Naumiak
 Ayes: 6
 Nays: 0




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 2024-036A – 9310 Kenton Avenue
 Applicant: STR Partners
 Owner: Skokie School District 68
 Request: Addition

 Discussion & Interested Parties
 Staff comments were read into the record.

 The petitioner clarified that the two-story building seen in the renderings/elevations is the
 existing Junior High School.

 Commissioner Naumiak asked if there will be two drop off locations with the addition of
 the new building. The petitioner clarified that there will be a parent drop-off/pick-up area
 to the east of the building and a new bus drop-off/pick-up area to in front of the new
 addition.

 The petitioner explained the addition will have a base layer of brick that will match the
 existing Junior High, with a limestone sill separating the second layer of white brick. The
 top layer of the addition will include aluminum panels with a wood finish.

 Commissioner Maschek commented that he enjoys the light brick that contrasts with the
 existing building which is darker and foreboding. The petitioner responded that the goal
 was to design the addition with different materials and colors to give the Early Childhood
 Center its own identity.

 Recommendation & Voting
 A motion was made to grant a Certificate of Appropriateness to approve as presented.
 The vote was unanimous.

 Motion: Julie Naumiak Second: Jay Pathak
 Ayes: 6
 Nays: 0



 2024-037A – 5440 Touhy Ave West (temp. address)
 Applicant: Scott Gidwitz
 Owner: Linder Touhy LLC
 Request: New Restaurant Building

 Discussion & Interested Parties
 Staff comments were read into the record.




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 Chairman Lynk asked to confirm that the existing building will be torn down and the
 proposed buildings presented to the Commission will be new construction. The applicant,
 Scott Gidwitz confirmed this to be correct.

 Commissioner Maschek noted that the colors shown on the presentation is not a good
 portrayal of the colors shown on the physical copies of the building elevations. The
 applicant provided the commission with paper copies of the proposal for a more accurate
 portrayal of the colors being used.

 Chairman Lynk asked if the two businesses located in the proposed building are owned
 by the same company. The applicant clarified that they are not owned by the same
 company but often collocate next to each other.

 Commissioner Maschek commented on the size of the outdoor dining area. He mentioned
 that the recent trend in the Village is to provide larger outdoor dining spaces, but notes
 that the proposal has a noticeably smaller outdoor dining area. Commissioner Maschek
 shared concerns that they are selling themselves short. The applicant shared that the
 tenant requested that size and that’s what they provided.

 Commissioner Maschek also inquired if the 500-unit apartment complex will still be
 moving forward. The applicant clarified that they will not be moving forward with that
 project as construction costs and interest rates are too high and rents would not support
 the project.

 Recommendation & Voting
 A motion was made to grant a Certificate of Appropriateness to approve as presented.
 The vote was unanimous.

 Motion: Joe Maschek Second: Jay Pathak
 Ayes: 6
 Nays: 0


 2024-038A – 5440 Touhy Ave East (Temp. Address)
 Applicant: Scott Gidwitz
 Owner: Linder Touhy LLC
 Request: New Bank Building

 Discussion & Interested Parties
 Staff comments were read into the record.

 The Architect for the proposed bank explained the materials being used and some of the
 notable design aspects of the building including the canopy, the taller entry tower
 identifying the front entrance, and the “jewel box” conference room design. Chairman
 Lynk asked if is the same building design as the Chase bank recently constructed on




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 Skokie Boulevard. The Architect confirmed that it is the same external design, but a
 different interior layout due to the site.

 Chairman Lynk asked about the signage that is missing on the building elevations. The
 architect clarified that the signage will be presented in a separate submittal. Staff member
 Brian Augustine mentioned that if there is signage relief that is required, this case will
 have to return to the Appearance Commission for review.

 Recommendation & Voting
 A motion was made to grant a Certificate of Appropriateness to approve as presented.
 The vote was unanimous.

 Motion: Joe Maschek Second: Julie Naumiak
 Ayes: 6
 Nays: 0

 5) Summary of Public Comment

 Mark Erikson, a Village resident, spoke during the public comment portion of the
 meeting to bring attention to the growing rat problem in his neighborhood and around
 Skokie. He shared his frustration with the Village of Skokie’s neglect of the growing rat
 problem and the concerns he and many of his neighbors share.

 Chairman Lynk and the Commissioners clarified that the issue Mr. Erikson presented is
 not under the purview of the Appearance Commission and that this would be an issue that
 would best be addressed by the Board of Trustees.

 6) Adjournment

 Meeting adjourned at 7:58 PM



Respectfully Submitted,

Jose Acosta,
Planning Coordinator




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