Appearance Commission

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"