Planning Commission

VILLAGE OF PALATINE VILLAGE HALL - COUNCIL CHAMBERS 200 E. WOOD STREET PALATINE, IL 60067-5339 – (847) 359-9050 http://www.palatine.il.us PLAN COMMISSION AGENDA ● MARCH 15, 2022 Village Hall - Council Chambers Regular Meeting 7:00 PM I. CALL TO ORDER II. PUBLIC HEARING 1. Final Planned Development, Final Plat of Subdivision, and Rezoning To Planned Development at 607, 613, and 623 (part of) E. Algonquin Road and 1825 (part of) S. Roselle Road III. APPROVAL OF MINUTES 1. Plan Commission - Regular Meeting - Mar 1, 2022 7:00 PM IV. COMMUNICATIONS V. ADJOURNMENT VILLAGE OF PALATINE Page 1  2.1 VILLAGE OF PALATINE Plan Commission SCHEDULED 03/15/22 07:00 PM CASE STAFF STATEMENT (ID # 7423) Final Planned Development, Final Plat of Subdivision, and Rezoning To Planned Development at 607, 613, and 623 (part of) E. Algonquin Road and 1825 (part of) S. Roselle Road CASE NUMBER: 22-08 PETITIONER: Logistics Property Company LLC - <https://logisticspropco.com/> LOCATION: 607, 613, and (part of) 623 E. Algonquin Road and (part of) 1825 S. Roselle Road PROPOSAL: Final Planned Development, Final Plat of Subdivision, and Rezoning to Planned Development to allow for the development of a 367,696 square foot warehouse/distribution/light manufacturing building, with an associated parking lot and truck docks (36 initially proposed and 24 potential additional future docks) on the east side of the building. ZONING AND LAND USE: The Subject Property is 28.55-acres and is currently zoned R-1. It is presently vacant and unimproved. Its underlying zoning dates to its annexation from unincorporated Cook County, which is the zoning designation for all properties upon annexation. The Petition received Preliminary Planned Development approval in December 2021. SURROUNDING CONDITIONS: North: 522 E. Algonquin Road - 3-story condominium building - zoned R-6 Planned Development - Village of Schaumburg (note the College Hill townhomes - east of 522 are also zoned R-6 Planned Development) South: Archdiocese of Chicago and MWRD wetlands; R-1 from annexation East: Nation Pizza and Foods - zoned M-1 - Manufacturing - Village of Schaumburg West: St. Michael The Archangel Catholic Cemetery and Mausoleum - Village of Palatine - R-1 from annexation COMPREHENSIVE PLAN: The Subject Property was annexed into the Village in September 2020. As the property was not part of the Village previously, it was not a component of the Comprehensive Plan. With the approval of the Preliminary Planned Development, the initial site plan for the approximately 367,000 square foot warehouse/distribution light/manufacturing use was conditionally approved. Page 1 Packet Pg. 2  2.1 Case Staff Statement (ID # 7423) Meeting of March 15, 2022 BACKGROUND: The Village Council conditionally approved the Preliminary Planned Development and Preliminary Plat of Subdivision for the LPC property on Algonquin Road on December 13, 2021. Since that time, the Petitioner has complete the Final Engineering, architectural, and landscaping plans and is therefore requesting the following: Final Planned Development; Final Plat of Subdivision; and Rezoning to Planned Development. ANALYSIS:  The Preliminary Planned Development approval included both plan changes and conditional recommendations, subsequent to the initial Public Hearing, including the following: o The eastern exit (right-out/right in) was relocated 65 feet to the east. The approach angle was also rotated several degrees clockwise. The changes were made to direct any headlights away from the residential buildings and into the parking lot. o The landscape plans were to be revised to include 8-foot tall evergreen trees, within 200 feet of the Algonquin Road and will also increase the number of front yard evergreens by 50%. This adds numerous evergreen trees, in addition to the other landscaping and contemplated berming. o The Petitioner also provided examples of 12-foot screening walls used at other LPC properties to reduce noise impact and screen the residential properties. The examples provided would add additional sound reduction and are of the same architectural material as the building walls. This could be further evaluated through the Final Planned Development review process.  The architectural plans were also updated to include additional glazing at the hard corners of the building and a “cleaner” elevation from the initial plans. The bulk requirements and limitations are in line with the Preliminary approval.  The following lists the Preliminary Planned Development conditions and statuses: Page 2 Packet Pg. 3  2.1 Case Staff Statement (ID # 7423) Meeting of March 15, 2022 1. The Final Engineering Plans shall be revised in a manner acceptable to the Village Engineer, including the following: a. All watermain, regardless of pipe material shall have a #10 tracing wire taped or tied to the top of the pipe and a whip end brought to the surface at all valve vaults and fire hydrants. b. MWRD/WMO permit - as discharge is shown into an MWRD easement, this shall be clearly identified in the WMO permit and indicated on the plans. Completed. 2. An Engineer’s Estimate of Probable Cost shall be submitted in a manner acceptable to the Village Engineer. Completed. The Final Planned Development Condition will require that the engineering plans/EEOPC shall be revised in a manner acceptable to the Village Engineer. 3. Uses shall be governed by the Manufacturing district use lists in the Village of Palatine Zoning Ordinance (note - this includes all of the required performance standards). Sign plans shall follow the Manufacturing district sign regulations. This will remain a condition of the Final Planned Development to govern all future uses of the property. The submitted monument freestanding sign plans also conform to the manufacturing district sign regulations. 4. Review fees in the amount of 1.5% of total project improvement costs shall be submitted in a manner acceptable to the Village Engineer. This will remain a condition of the Final Planned Development and would incorporate any relevant changes to the EEOPC. 5. As a component of the Final Planned Development, a Planned Development letter of credit in an amount acceptable to the Village Council shall be submitted in a manner acceptable to the Director of Planning and Zoning. This is a Code requirement and would remain a condition of the Final Planned Development. 6. The final landscape plan and screening plans shall be revised in a manner acceptable to the Director of Planning and Zoning and shall include additional landscaping to screen the truck activities. All evergreen trees Page 3 Packet Pg. 4  2.1 Case Staff Statement (ID # 7423) Meeting of March 15, 2022 within 200 feet of the Algonquin Road property line shall be installed at a minimum height of 8 feet. The number evergreen trees located within the front yard, per the Gary R. Weber and Associates landscaping plans, shall be increased by 50%. Completed. The plans were revised accordingly and all of the evergreens on the north side of the building were upsized to 8 feet. Additionally, the number of evergreens were increased to 87, from the originally proposed 38 (6-foot) evergreens. The landscaping plan will remain a condition of Final Planned Development. 7. The final landscaping/screening plan along the northern and eastern property lines (proximate to the truck docks) shall be revised in a manner acceptable to the Director of Planning and Zoning, to reduce any noise impact from trucks traffic and headlight sweeps. As part of these revisions, the front yard landscaped area north of the building, should provide an additional berm, to further provide additional landscaping and screening. The use of an additional screening could also be a component of the revisions on the northeast and eastern sides of the property. These revisions should also evaluate the potential to include additional landscaping/screening for the residential properties on the north side of Algonquin Road. This evaluation and any proposed changes to the landscaping and screening plans should be submitted for Village review, as part of the Final Planned Development application process, with the Petitioner being responsible for those costs associated with any Village- Petitioner agreed upon landscaping costs to further screen the residential properties on the north side of Algonquin Road. Partially complete and ongoing. In addition to increasing the height and number of evergreens in front of the building, the engineering plans increased the berm along Algonquin Road up to 12 feet in height. The engineering plans also include screening walls to be of a precast material and color of the warehouse building. The truck docks are now approximately 13 feet below the berm. Per the Preliminary Planned Development, Staff provided the HOA contact information for the 522 E. Algonquin Road condominiums and the College Hill townhomes. The developer engaged both HOAs in early January 2022 and continues to discuss the added screening. For the 522 property, the developer presented a concept plan with a solid 6-fence (352 linear feet along Algonquin Road directly north of the Subject Property) and landscaping. The developer is proposing a payment for the HOA to complete this improvements. Page 4 Packet Pg. 5  2.1 Case Staff Statement (ID # 7423) Meeting of March 15, 2022 For the College Hill property (specifically 2547-49 building), the developer submitted a landscaping plan to install additional arbor vitaes at the corner of College Hill and Algonquin Road. The developer is proposing a payment for the HOA to complete this improvement. With the increases in evergreen height/quantity, the berm expansion along Algonquin Road, and the placement of the screening walls framing the truck drives and access points, Staff believes that the Petitioner has addressed the improvements that could be accomplished, per this condition. 8. The final photometric and lighting plan shall be revised in a manner acceptable to the Village Engineer. Light shields shall be required for all lights proximate to residential properties, at the determination of the Village Engineer. The use of pole mounted fixtures should also be evaluated on the north side of the property to ensure the appropriate cut- off from any additional light spillage. Ongoing. This will remain a condition of the Final Planned Development Page 5 Packet Pg. 6  2.1 Case Staff Statement (ID # 7423) Meeting of March 15, 2022 and is consistent with the Midwest Industrial Funds Final Planned Development approval. The Petitioners submitted a site lighting narrative and concur with the installation of light poles (direct down) along the Algonquin Road frontage to restrict light spill adjacent to the residential properties. 9. MWRD/WMO, IEPA water permit, and NPDES (National Pollutant Discharge Elimination System) shall be submitted in a manner acceptable to the Village Engineer. Ongoing. This will remain a condition of Final Planned Development requiring that all extra-agency permits are submitted in a manner acceptable to the Village Engineer. 13. The final traffic directional signage plan shall be submitted in a manner acceptable to the Village Engineer. Ongoing. This will remain a condition of Final Planned Development and would be reviewed as part of the building permit process. 15. Cross access easements, declarations and a Reciprocal Easement Agreement for the entire property governing the maintenance of access points, stormwater areas and any other common areas shall be submitted in a manner acceptable to the Village Attorney and Village Engineer as part of the Final Planned Development application process. Ongoing. This will remain a condition of Final Planned Development and would be reviewed as part of the building permit process. 16. The monotony code shall apply to all building elevations: Sec. 6-42.1 Exterior Building Design: When rear and side elevations are visible from public streets or neighboring properties, exterior building design and detail on all elevations shall be coordinated with regard to color, types of materials, number of materials, architectural form, and detailing to achieve harmony and continuity of design. Complete. The Petitioners are aware of this requirement and the submitted architectural plans address this condition. 18. The final dumpster locations and required screening materials shall be submitted in compliance with Village Code, pursuant to Sec. 6-42.2 Screening: (a) Trash containers and outdoor storage areas shall be screened from public streets, pedestrian areas, and neighboring properties. The screens should be designed to be compatible with the architectural character of the development. Trash screens shall also meet the Page 6 Packet Pg. 7  2.1 Case Staff Statement (ID # 7423) Meeting of March 15, 2022 requirements of Chapter 12 of this code. These screens shall be constructed of durable materials similar to those of the building and shall have solid (opaque) walls and doors, as part of the Final Planned Development application process. The final locations could also require the submission of a revised auto-turn, in a manner acceptable to the Director of Fire Prevention. Ongoing. This will remain a condition of Final Planned Development, as the final tenants have not been identified. This is consistent with the Midwest Industrial Funds Final Planned Development. 19. All rooftop equipment shall be screened in compliance with Code: (b) Roof-top equipment screening: 1. New Construction. All mechanical equipment and other similar devices located on any roof shall be visually and acoustically screened on all sides. Design and detail of such screening on all elevations shall be coordinated with regard to color, types of materials, number of materials, architectural form, and detailing to achieve harmony and continuity of design with the major portions of the building. Ongoing. This will remain a condition of Final Planned Development, as the final tenants have not been identified. This is consistent with the Midwest Industrial Funds Final Planned Development. 20. All of the loading docks shall utilize a dock seal mounting to the exterior of the building, in a manner acceptable to the Community Development Director. The dock seals would then allow for the trailers to connect and provide interior loading and unloading activities and thereby reduce exterior noises. Complete. The Petitioner’s narrative confirms that the loading docks will contain dock seals and all loading and unloading will occur from the interior. 21. As a condition of the Final Planned Development and pursuant to the project narrative, the Petitioner shall submit the proposed business and operations’ plans (identified tenants) for Staff review for compliance with the manufacturing use list and standards. Ongoing. This will remain a condition of Final Planned Development, as the final tenants have not been identified. 22. The final engineering plans should evaluate the potential to complete a sidewalk connection on the north side of Algonquin Road to further provide connectivity to Harper College and the existing Palatine Trail system, in lieu of the full extension of the sidewalk on the north side of the Subject Property. If the sidewalk extension on the north side of Algonquin Road is determined to be feasible, the Village would pursue any required Page 7 Packet Pg. 8  2.1 Case Staff Statement (ID # 7423) Meeting of March 15, 2022 permits and property owner approvals and the Petitioner would contribute the proportional costs to complete that extension, based upon the finally accepted Engineers Estimate of Probable Cost to install the sidewalk on the Subject Property. Complete. The Petitioner submitted an engineering plan demonstrating this potential connection, but also noted that the connection is within a drainage swale and would require the permitted of a culver through MRWD, and the Villages of Palatine and Schaumburg. The final engineering plans include a sidewalk along the Algonquin Road frontage. 23. Based upon the amended site plan by Jacob & Hefner, dated December 2, 2021, the final site plan shall be revised in an manner acceptable to the Village, with regard to the final location of the right-in, right-out access on the east side of the property, in order to provide noise and headlight screening for the residential properties on the north side of Algonquin Road. Complete. As noted, the Petitioner relocated the eastern exit (right- out/right in) 65 feet to the east. The approach angle was also rotated several degrees clockwise. These changes will direct the headlights away from the 522 E. Algonquin Road building and into the parking lot. Page 8 Packet Pg. 9  2.1 Case Staff Statement (ID # 7423) Meeting of March 15, 2022 RECOMMENDATIONS: The Plan Commission initially reviewed and recommended the Preliminary Planned Development in November 2021 and the Village Council approved, subject to several conditions. Staff believes that the Final Planned Development significantly conforms to the Preliminary Planned Development. The final resolution to any off-site screening will ultimately be a policy matter for the Village Council to review. The 522 property is located across Algonquin Road from the LPC property. With the proposed LPC building setback (70 feet at its closest point) and the Algonquin Road/State Route 62 ROW (100 feet), there is 170 feet of separation from the 522 building. Additionally, the 522 building appears to be set back approximately 40 additional feet, for a total separation of 210 feet. The proposed landscaping and screening enhancements should address the concerns raised through the initial review. While the College Hill property is located to the northeast across Algonquin Road from the LPC property, it is directly across from Nation Pizza. As the right-in/right-out was moved 65 feet to the east, the berming, increased landscaping, screening walls, and proposed landscaping plantings on the College Hill property should address these concerns. Staff again notes that the Nation Pizza property directly east of the Subject Property also maintains a manufacturing zoning designation in the Village of Schaumburg. Therefore, Staff recommends approval of the Final Planned Development, Final Plat of Subdivision, and Rezoning to Planned Development, subject to the following conditions: 1. The development shall substantially conform to the engineering plans by Jacob and Heffner Associates, dated February 28, 2022, the architectural plans by Architects Plus, last revised February 7, 2022, the landscaping plans by Gary Weber Associates, dated January 21, 2022, except as such plans may be changed to conform to Village Codes and Ordinances. 2. Uses and signage shall be governed by the Manufacturing district use lists in the Village of Palatine Zoning Ordinance (note - this includes all of the required performance standards). Sign plans shall follow the Manufacturing district sign regulations. Page 9 Packet Pg. 10  2.1 Case Staff Statement (ID # 7423) Meeting of March 15, 2022 3. As a component of the Final Planned Development, a Planned Development letter of credit in an amount acceptable to the Village Council shall be submitted in a manner acceptable to the Director of Planning and Zoning. 4. The final landscaping/screening plan along the northern and eastern property lines (proximate to the truck docks) shall be revised in a manner acceptable to the Director of Planning and Zoning, to reduce any noise impact from trucks traffic and headlight sweeps. As part of these revisions, the front yard landscaped area north of the building, should provide an additional berm, to further provide additional landscaping and screening. The use of an additional screening could also be a component of the revisions on the northeast and eastern sides of the property. These revisions should also evaluate the potential to include additional landscaping/screening for the residential properties on the north side of Algonquin Road. This evaluation and any proposed changes to the landscaping and screening plans should be submitted for Village review, as part of the Final Planned Development application process, with the Petitioner being responsible for those costs associated with any Village- Petitioner agreed upon landscaping costs to further screen the residential properties on the north side of Algonquin Road. 5. The final photometric and lighting plan shall be revised in a manner acceptable to the Village Engineer. Light shields shall be required for all lights proximate to residential properties, at the determination of the Village Engineer. The use of pole mounted fixtures should also be evaluated on the north side of the property to ensure the appropriate cut- off from any additional light spillage. 6. The final traffic directional signage plan shall be submitted in a manner acceptable to the Village Engineer. 7. Cross access easements, declarations and a Reciprocal Easement Agreement for the entire property governing the maintenance of access points, stormwater areas and any other common areas shall be submitted in a manner acceptable to the Village Attorney and Village Engineer as part of the Final Planned Development application process. 8. The final dumpster locations and required screening materials shall be submitted in compliance with Village Code, pursuant to Sec. 6-42.2 Screening: (a) Page 10 Packet Pg. 11  2.1 Case Staff Statement (ID # 7423) Meeting of March 15, 2022 Trash containers and outdoor storage areas shall be screened from public streets, pedestrian areas, and neighboring properties. The screens should be designed to be compatible with the architectural character of the development. Trash screens shall also meet the requirements of Chapter 12 of this code. These screens shall be constructed of durable materials similar to those of the building and shall have solid (opaque) walls and doors, as part of the Final Planned Development application process. The final locations could also require the submission of a revised auto-turn, in a manner acceptable to the Director of Fire Prevention. 9. All rooftop equipment shall be screened in compliance with Code: (b) Roof-top equipment screening: 1. New Construction. All mechanical equipment and other similar devices located on any roof shall be visually and acoustically screened on all sides. Design and detail of such screening on all elevations shall be coordinated with regard to color, types of materials, number of materials, architectural form, and detailing to achieve harmony and continuity of design with the major portions of the building. 10. As a condition of the Final Planned Development and pursuant to the project narrative, the Petitioner shall submit the proposed business and operations’ plans (identified tenants) for Staff review for compliance with the manufacturing use list and standards. For the Final Plat of Subdivision: 1. The Final Engineering plans shall substantially conform to the Jacob and Hefner Associates engineering plans, last revised February 28, 2022, except as such plan shall be changed to conform with Village Codes and Ordinances and in a manner acceptable to the Village Engineer. 2. The Final Plat of Subdivision shall be submitted on a Mylar, with all required signatures. 3. Recording fees in an amount of $600 shall be submitted. 4. The Final Plan Review fees in the amount of 1.5% of total project improvement costs shall be submitted in a manner acceptable to the Village Engineer. 5. A Public Improvement Letter of Credit shall be submitted to insure the completion of all public improvements, as defined within the Village Code, for an amount of 115% of the approved EEOC, along with a cash bond of 10% for the required one-year maintenance period in a manner acceptable to the Village Engineer. Page 11 Packet Pg. 12  2.1 Case Staff Statement (ID # 7423) Meeting of March 15, 2022 6. The EEOPC shall be revised in a manner acceptable to the Village Engineer. 7. The Petitioners shall submit a Subdivision Improvement Agreement in a manner acceptable to the Village Attorney. 8. The cross access easement, declarations, and reciprocal easement agreement regarding the maintenance of the access points, stormwater areas, or any other required common areas shall be submitted in a manner acceptable to the Village Attorney and Village Engineer. 9. All extra-agency permits (e.g. IDOT, MWRD, etc.) shall be submitted in a manner acceptable to the Village Engineer. ATTACHMENTS:  Aerial Map  Revised Final Engineering Plan Set-220228 (1)  Preliminary and Final ARCH rendering  Final ARCH LPC - Palatine_Arch_020722  Palatine_Site A_Final Site Plan_011422  Final Landscaping plan  LPC_Screen Berm_02-21-2022  LPC Monument Sign Detail_02-23-2022  LPC Monument Sign Plan View_03-07-2022  LPC Palatine I Plat of Subdivision (1)  LPC Sidewalk Exhibit_01-06-2022  Petitioner Narrative - 2022-03-07_LPC Response for Plan Commission_Palatine  Off-site screening proposal and plan - 522 Algonquin Rd Condominiums (3-story condiminium building directly north of the Subject Property)  Off-site screening proposal and plan - College Hill landscaping concept plan  Drvieway Sketch Option 3  LPC - Palatine - Final ALTA Survey - 01-18-22  Village of Palatine Final PD SUB REZ Applications  Public Notice Page 12 Packet Pg. 13  607, 613, 623 E. Algonquin Road & 1825 S. Roselle Road. 2.1.a Packet Pg. 14 Attachment: Aerial Map (607, 613, and 623 E. Algonquin Road and 1825 S. Roselle Road)  2.1.b F076a SITE IMPROVEMENT PLANS FOR 2/28/2022 623 E. ALGONQUIN ROAD 623 E. ALGONQUIN ROAD PALATINE, ILLINOIS LOGISTICS PROPERTY COMPANY Attachment: Revised Final Engineering Plan Set-220228 (1) (607, 613, and 623 E. Algonquin Road and 1825 S. Roselle Road) R Know what'sbelow. Callbefore you dig. 1333 Butterfield Rd, Suite 300, Downers Grove, IL 60515 PHONE: (630) 652-4600, FAX: (630) 652-4601 FOR REVIEW PURPOSES ONLY www.jacobandhefner.com Packet Pg. 15  N 1333 Butterfield Rd, Suite 300, Downers Grove, IL 60515 PHONE: (630) 652-4600, FAX: (630) 652-4601 www.jacobandhefner.com 2.1.b Packet Pg. 16 Attachment: Revised Final Engineering Plan Set-220228 (1) (607, 613, and 623 E. Algonquin Road and 1825 S. Roselle Road)  N 1333 Butterfield Rd, Suite 300, Downers Grove, IL 60515 PHONE: (630) 652-4600, FAX: (630) 652-4601 www.jacobandhefner.com 2.1.b Packet Pg. 17 Attachment: Revised Final Engineering Plan Set-220228 (1) (607, 613, and 623 E. Algonquin Road and 1825 S. Roselle Road)  N 1333 Butterfield Rd, Suite 300, Downers Grove, IL 60515 PHONE: (630) 652-4600, FAX: (630) 652-4601 www.jacobandhefner.com 2.1.b Packet Pg. 18 Attachment: Revised Final Engineering Plan Set-220228 (1) (607, 613, and 623 E. Algonquin Road and 1825 S. Roselle Road)  N 1333 Butterfield Rd, Suite 300, Downers Grove, IL 60515 PHONE: (630) 652-4600, FAX: (630) 652-4601 www.jacobandhefner.com 2.1.b Packet Pg. 19 Attachment: Revised Final Engineering Plan Set-220228 (1) (607, 613, and 623 E. Algonquin Road and 1825 S. Roselle Road)  N 1333 Butterfield Rd, Suite 300, Downers Grove, IL 60515 PHONE: (630) 652-4600, FAX: (630) 652-4601 www.jacobandhefner.com 2.1.b Packet Pg. 20 Attachment: Revised Final Engineering Plan Set-220228 (1) (607, 613, and 623 E. Algonquin Road and 1825 S. Roselle Road)  N 1333 Butterfield Rd, Suite 300, Downers Grove, IL 60515 PHONE: (630) 652-4600, FAX: (630) 652-4601 www.jacobandhefner.com 2.1.b Packet Pg. 21 Attachment: Revised Final Engineering Plan Set-220228 (1) (607, 613, and 623 E. Algonquin Road and 1825 S. Roselle Road)  N 1333 Butterfield Rd, Suite 300, Downers Grove, IL 60515 PHONE: (630) 652-4600, FAX: (630) 652-4601 www.jacobandhefner.com 2.1.b Packet Pg. 22 Attachment: Revised Final Engineering Plan Set-220228 (1) (607, 613, and 623 E. Algonquin Road and 1825 S. Roselle Road)  N 1333 Butterfield Rd, Suite 300, Downers Grove, IL 60515 PHONE: (630) 652-4600, FAX: (630) 652-4601 www.jacobandhefner.com 2.1.b Packet Pg. 23 Attachment: Revised Final Engineering Plan Set-220228 (1) (607, 613, and 623 E. Algonquin Road and 1825 S. Roselle Road)  N 1333 Butterfield Rd, Suite 300, Downers Grove, IL 60515 PHONE: (630) 652-4600, FAX: (630) 652-4601 www.jacobandhefner.com 2.1.b Packet Pg. 24 Attachment: Revised Final Engineering Plan Set-220228 (1) (607, 613, and 623 E. Algonquin Road and 1825 S. Roselle Road)  N 1333 Butterfield Rd, Suite 300, Downers Grove, IL 60515 PHONE: (630) 652-4600, FAX: (630) 652-4601 www.jacobandhefner.com 2.1.b Packet Pg. 25 Attachment: Revised Final Engineering Plan Set-220228 (1) (607, 613, and 623 E. Algonquin Road and 1825 S. Roselle Road)  N 1333 Butterfield Rd, Suite 300, Downers Grove, IL 60515 PHONE: (630) 652-4600, FAX: (630) 652-4601 www.jacobandhefner.com 2.1.b Packet Pg. 26 Attachment: Revised Final Engineering Plan Set-220228 (1) (607, 613, and 623 E. Algonquin Road and 1825 S. Roselle Road)  N 1333 Butterfield Rd, Suite 300, Downers Grove, IL 60515 PHONE: (630) 652-4600, FAX: (630) 652-4601 www.jacobandhefner.com 2.1.b Packet Pg. 27 Attachment: Revised Final Engineering Plan Set-220228 (1) (607, 613, and 623 E. Algonquin Road and 1825 S. Roselle Road)  N 1333 Butterfield Rd, Suite 300, Downers Grove, IL 60515 PHONE: (630) 652-4600, FAX: (630) 652-4601 www.jacobandhefner.com 2.1.b Packet Pg. 28 Attachment: Revised Final Engineering Plan Set-220228 (1) (607, 613, and 623 E. Algonquin Road and 1825 S. Roselle Road)  N 1333 Butterfield Rd, Suite 300, Downers Grove, IL 60515 PHONE: (630) 652-4600, FAX: (630) 652-4601 www.jacobandhefner.com 2.1.b Packet Pg. 29 Attachment: Revised Final Engineering Plan Set-220228 (1) (607, 613, and 623 E. Algonquin Road and 1825 S. Roselle Road)  N 1333 Butterfield Rd, Suite 300, Downers Grove, IL 60515 PHONE: (630) 652-4600, FAX: (630) 652-4601 www.jacobandhefner.com 2.1.b Packet Pg. 30 Attachment: Revised Final Engineering Plan Set-220228 (1) (607, 613, and 623 E. Algonquin Road and 1825 S. Roselle Road)  N 1333 Butterfield Rd, Suite 300, Downers Grove, IL 60515 PHONE: (630) 652-4600, FAX: (630) 652-4601 www.jacobandhefner.com 2.1.b Packet Pg. 31 Attachment: Revised Final Engineering Plan Set-220228 (1) (607, 613, and 623 E. Algonquin Road and 1825 S. Roselle Road)  N 1333 Butterfield Rd, Suite 300, Downers Grove, IL 60515 PHONE: (630) 652-4600, FAX: (630) 652-4601 www.jacobandhefner.com 2.1.b Packet Pg. 32 Attachment: Revised Final Engineering Plan Set-220228 (1) (607, 613, and 623 E. Algonquin Road and 1825 S. Roselle Road)  N 1333 Butterfield Rd, Suite 300, Downers Grove, IL 60515 PHONE: (630) 652-4600, FAX: (630) 652-4601 www.jacobandhefner.com 2.1.b Packet Pg. 33 Attachment: Revised Final Engineering Plan Set-220228 (1) (607, 613, and 623 E. Algonquin Road and 1825 S. Roselle Road)  N 1333 Butterfield Rd, Suite 300, Downers Grove, IL 60515 PHONE: (630) 652-4600, FAX: (630) 652-4601 www.jacobandhefner.com 2.1.b Packet Pg. 34 Attachment: Revised Final Engineering Plan Set-220228 (1) (607, 613, and 623 E. Algonquin Road and 1825 S. Roselle Road)  N 1333 Butterfield Rd, Suite 300, Downers Grove, IL 60515 PHONE: (630) 652-4600, FAX: (630) 652-4601 www.jacobandhefner.com 2.1.b Packet Pg. 35 Attachment: Revised Final Engineering Plan Set-220228 (1) (607, 613, and 623 E. Algonquin Road and 1825 S. Roselle Road)  N 1333 Butterfield Rd, Suite 300, Downers Grove, IL 60515 PHONE: (630) 652-4600, FAX: (630) 652-4601 www.jacobandhefner.com 2.1.b Packet Pg. 36 Attachment: Revised Final Engineering Plan Set-220228 (1) (607, 613, and 623 E. Algonquin Road and 1825 S. Roselle Road)  N 1333 Butterfield Rd, Suite 300, Downers Grove, IL 60515 PHONE: (630) 652-4600, FAX: (630) 652-4601 www.jacobandhefner.com 2.1.b Packet Pg. 37 Attachment: Revised Final Engineering Plan Set-220228 (1) (607, 613, and 623 E. Algonquin Road and 1825 S. Roselle Road)  N 1333 Butterfield Rd, Suite 300, Downers Grove, IL 60515 PHONE: (630) 652-4600, FAX: (630) 652-4601 www.jacobandhefner.com 2.1.b Packet Pg. 38 Attachment: Revised Final Engineering Plan Set-220228 (1) (607, 613, and 623 E. Algonquin Road and 1825 S. Roselle Road)  N 1333 Butterfield Rd, Suite 300, Downers Grove, IL 60515 PHONE: (630) 652-4600, FAX: (630) 652-4601 www.jacobandhefner.com 2.1.b Packet Pg. 39 Attachment: Revised Final Engineering Plan Set-220228 (1) (607, 613, and 623 E. Algonquin Road and 1825 S. Roselle Road)  N 1333 Butterfield Rd, Suite 300, Downers Grove, IL 60515 PHONE: (630) 652-4600, FAX: (630) 652-4601 www.jacobandhefner.com 2.1.b Packet Pg. 40 Attachment: Revised Final Engineering Plan Set-220228 (1) (607, 613, and 623 E. Algonquin Road and 1825 S. Roselle Road)  N 1333 Butterfield Rd, Suite 300, Downers Grove, IL 60515 PHONE: (630) 652-4600, FAX: (630) 652-4601 www.jacobandhefner.com 2.1.b Packet Pg. 41 Attachment: Revised Final Engineering Plan Set-220228 (1) (607, 613, and 623 E. Algonquin Road and 1825 S. Roselle Road)  1333 Butterfield Rd, Suite 300, Downers Grove, IL 60515 PHONE: (630) 652-4600, FAX: (630) 652-4601 www.jacobandhefner.com 2.1.b Packet Pg. 42 Attachment: Revised Final Engineering Plan Set-220228 (1) (607, 613, and 623 E. Algonquin Road and 1825 S. Roselle Road)  1333 Butterfield Rd, Suite 300, Downers Grove, IL 60515 PHONE: (630) 652-4600, FAX: (630) 652-4601 www.jacobandhefner.com 2.1.b Packet Pg. 43 Attachment: Revised Final Engineering Plan Set-220228 (1) (607, 613, and 623 E. Algonquin Road and 1825 S. Roselle Road)  1333 Butterfield Rd, Suite 300, Downers Grove, IL 60515 PHONE: (630) 652-4600, FAX: (630) 652-4601 www.jacobandhefner.com 2.1.b Packet Pg. 44 Attachment: Revised Final Engineering Plan Set-220228 (1) (607, 613, and 623 E. Algonquin Road and 1825 S. Roselle Road)  1333 Butterfield Rd, Suite 300, Downers Grove, IL 60515 PHONE: (630) 652-4600, FAX: (630) 652-4601 www.jacobandhefner.com 2.1.b Packet Pg. 45 Attachment: Revised Final Engineering Plan Set-220228 (1) (607, 613, and 623 E. Algonquin Road and 1825 S. Roselle Road)  RESERVED PARKING 1333 Butterfield Rd, Suite 300, Downers Grove, IL 60515 PHONE: (630) 652-4600, FAX: (630) 652-4601 www.jacobandhefner.com 2.1.b Packet Pg. 46 Attachment: Revised Final Engineering Plan Set-220228 (1) (607, 613, and 623 E. Algonquin Road and 1825 S. Roselle Road)  1333 Butterfield Rd, Suite 300, Downers Grove, IL 60515 PHONE: (630) 652-4600, FAX: (630) 652-4601 www.jacobandhefner.com 2.1.b Packet Pg. 47 Attachment: Revised Final Engineering Plan Set-220228 (1) (607, 613, and 623 E. Algonquin Road and 1825 S. Roselle Road)  1333 Butterfield Rd, Suite 300, Downers Grove, IL 60515 PHONE: (630) 652-4600, FAX: (630) 652-4601 www.jacobandhefner.com 2.1.b Packet Pg. 48 Attachment: Revised Final Engineering Plan Set-220228 (1) (607, 613, and 623 E. Algonquin Road and 1825 S. Roselle Road)  GENERAL NOTES EARTHWORK GENERAL NOTES (CONT.) PAVEMENT SANITARY SEWER SOIL EROSION AND SEDIMENT CONTROL STORM SEWER WATER MAIN AND WATER SERVICES 1333 Butterfield Rd, Suite 300, Downers Grove, IL 60515 PHONE: (630) 652-4600, FAX: (630) 652-4601 www.jacobandhefner.com 2.1.b Packet Pg. 49 Attachment: Revised Final Engineering Plan Set-220228 (1) (607, 613, and 623 E. Algonquin Road and 1825 S. Roselle Road)  A. REFERENCED SPECIFICATIONS B. NOTIFICATIONS ’ C. GENERAL NOTES D. SANITARY SEWER E. EROSION AND SEDIMENT CONTROL 1333 Butterfield Rd, Suite 300, Downers Grove, IL 60515 PHONE: (630) 652-4600, FAX: (630) 652-4601 www.jacobandhefner.com 2.1.b Packet Pg. 50 Attachment: Revised Final Engineering Plan Set-220228 (1) (607, 613, and 623 E. Algonquin Road and 1825 S. Roselle Road)  N 1333 Butterfield Rd, Suite 300, Downers Grove, IL 60515 PHONE: (630) 652-4600, FAX: (630) 652-4601 www.jacobandhefner.com 2.1.b Packet Pg. 51 Attachment: Revised Final Engineering Plan Set-220228 (1) (607, 613, and 623 E. Algonquin Road and 1825 S. Roselle Road)  Initial Architectural Elevations 2.1.c Packet Pg. 52 Attachment: Preliminary and Final ARCH rendering (607, 613, and 623 E. Algonquin Road and 1825 S.  Final Architectural Elevations 2.1.c Packet Pg. 53 Attachment: Preliminary and Final ARCH rendering (607, 613, and 623 E. Algonquin Road and 1825 S.  2.1.d DEVELOPER ABBREVIATION LEGEND DRAWING INDEX AB - Anchor Bolt EXP JT - Expansion Joint PERIM - Perimeter INDEX LEGEND ISSUANCE ACT - Acoustical Ceiling Tile EXT - Exterior PL - Plate ADJ - Adjacent F&I - Furnish & Install PLBG - Plumbing ISSUED SHEET AFF - Above Finished Flr FIN - Finish PLF - Pounds per linear foot NOT ISSUED SHEET ANOD - Anodized FLR - Floor PPT - Pressure Preser- AP - Accoustical Panel FDN - Foundation vative Treated R-* ISSUED WITH REVISION NUMBER AT - Accoustical Tile FPHB - Frost Proof Hose-Bib PREFIN - Prefinished B/ - Bottom of FRT - Fire Retardant Treated PROV - Provide BD - Board FTG - Footing PSF - Pounds Per BIT - Bituminous GA - Gauge Square Foot BLKG - Blocking GALV - Galvanized PSI - Pounds Per BLDG - Building GB - Gypsum Board Square Inch PROPOSED 367,696 S.F. OFFICE/WAREHOUSE FOR: BM - Beam GC - General Contractor PT - Paint BOT - Bottom GL - Glass PVMT - Pavement BRDG - Bridging GRAN - Granular QT - Quarry Tile BRG - Bearing GYP BD - Gypsum Board REINF - Reinforcing GENERAL CONTRACTOR CONC BLK - Concrete Block GYP - Gypsum REQD - Required CLG - Ceiling H - High RM - Room CLR - Clear HC - Handicapped SAN - Sanitary PALATINE 90 LOGISTICS CENTER CPT - Carpet HDWRE - Hardware SCHD - Schedule COL - Column HM - Hollow Metal SECT - Section SHEET # SHEET NAME * COMP - Compact HORIZ - Horizontal SF - Square Foot CONC - Concrete HP - High Point SHT - Sheet CONST - Construction HVAC - Heating, Ventilating SLV - Short Leg Vertical CIVIL (NOT UNDER ARCHITECTS SEAL) CONT - Continuous Air Conditioning STD - Standard CIVIL COVER SHEET CONT JT - Control Joint HW - Hot Water STL - Steel CONTR - Contractor INSUL - Insulat(ion) (ed) SS - Service Sink C-2 OVERALL SITE PLAN CORR - Corrugated - Storm PALATINE, ILLINOIS INT - Interior STM C-3.0 OVERALL EXISTING CONDITIONS & DEMO PLAN CJ - Control Joint JST - Joist ST STL - Stainless Steel CT - Ceramic Tile JT - Joint SUSP - Suspended C-3.1 EXISTING CONDITIONS & DEMO PLAN CW - Cold Water K - Kip T/ - Top of C-3.2 EXISTING CONDITIONS & DEMO PLAN DBL - Double LAV - Lavatory TEMP - Tempered DET - Detail LG - Long TOP/ - Top of C-3.3 EXISTING CONDITIONS & DEMO PLAN DIA - Diameter LLV - Long Leg Vertical TJ - Tie Joist C-3.4 EXISTING CONDITIONS & DEMO PLAN DO - Ditto LP - Low Point TYP - Typical STRUCTURAL ENGINEER DR - Door MAS - Masonry UNO - Unless Noted C-4.0 OVERALL DIMENSIONAL CONTROL & PAVING PLAN DWG - Drawing MAX - Maximum Otherwise C-4.1 DIMENSIONAL CONTROL & PAVING PLAN EA - Each MET - Metal UR - Urinal EFIS - Exterior insulation MFR - Manufacture VCT - Vinyl Composi- C-4.2 DIMENSIONAL CONTROL & PAVING PLAN Finish System MIN - Minimum tion Tile C-4.3 DIMENSIONAL CONTROL & PAVING PLAN EJ - Expansion Joint MO - Masonry Opening VERT - Vertical ELEC - Electrical MTL - Metal VWC - Vinyl Wall Covering C-4.4 DIMENSIONAL CONTROL & PAVING PLAN SWIFT STRUCTURAL, PLLC ELEV - Elevation NIC - Not in Contract WC - Water Closet C-5.0 OVERALL GRADING PLAN EQ - Equal NTS - Not to Scale WD - Wood 3306 N. SACRAMENTO AVENUE EWC - Electrical Water OVHD - Overhead WH - Water Heater C-5.1 GRADING PLAN CHICAGO, ILLINOIS 60618 PHONE: 773.398.4485 Cooler OPNG - Opening WWF - Welded Wire Fabric DESIGN FIRM NUMBER: 184-007150 C-5.2 GRADING PLAN EXIST - Existing PART - Partition WDW - Window EXP - Expansion PC - Precast C-5.3 GRADING PLAN C-5.4 GRADING PLAN C-6.0 OVERALL UILITY PLAN C-6.1 UILITY PLAN C-6.2 UILITY PLAN ARCHITECT C-6.3 UILITY PLAN C-6.4 UILITY PLAN DESIGN FIRM 184.008507; EXPIRATION 4.30.2023 BEST MANAGEMENT PRACTICES ADOPTED BUILDING CODES SITE DATA PROJECT LOCATION MAP C-7.0 OVERALL EROSION CONTROL PLAN C-7.1 EROSION CONTROL PLAN Attachment: Final ARCH LPC - Palatine_Arch_020722 (607, 613, and 623 E. Algonquin Road and 1825 S. Roselle Road) THE OWNER/ CONTRACTOR SHALL IMPLEMENT BEST MANAGEMENT PRACTICES BUILDING CODE: 2015 INTERNATIONAL BUILDING CODE SITE AREA (±28.55 AC.) ±1,243,772 S.F. C-7.2 EROSION CONTROL PLAN AS FOLLOWS: 2015 INTERNATIONAL MECHANICAL CODE 2015 INTERNATIONAL ENERGY CODE DETENTION SEE CIVIL DRAWINGS C-7.3 EROSION CONTROL PLAN MATERIAL DELIVERY AND STORAGE: 2014 ILLINOIS PLUMBING CODE BUILDING AREA C-7.4 EROSION CONTROL PLAN PROVIDE A DESIGNATED MATERIAL DELIVERY AND STORAGE AREA. 2018 ILLINOIS ACCESSIBILITY CODE C-8.0 STORMWATER POLLUTION PREVENTION PLAN 2017 NATIONAL ELECTRICAL CODE FIRST FLOOR OFFICE TBD CONCRETE WASTE: 2000 NFPA 101 LIFE SAFETY CODE WAREHOUSE 367,696 S.F. C-8.1 STORMWATER POLLUTION PREVENTION PLAN 1320 NELSON CIRCLE PROVIDE A DESIGNATED AREA TO BE USED FOR CONCRETE TRUCK WASH-OUT. WHEATON, ILLINOIS 60189 - 847.624.4425 CONCRETE WASTE RUN-OFF NOT ALLOWED TO ENTER STORM SYSTEM. TOTAL BUILDING FOOTPRINT 367,696 S.F. C-9.0 DETAILS C-9.1 DETAILS COPYRIGHT O c 2021, SOLID WASTE MANAGEMENT (NON-HAZARDOUS): FIRE DEPARTMENT: 2015 INTERNATIONAL FIRE CODE BY ARCHITECTS PLUS DESIGN STUDIO, PLLC PROJECT C-9.2 DETAILS PROVIDE DESIGNATED WASTE COLLECTION AREAS AND CONTAINERS. LOCATION ZONING: M - MANUFACTURING CLEAR SITE OF WASTE. PARKING C-9.3 DETAILS CONSTRUCTION TYPE: TYPE 2B, FULLY SPRINKLERED CAR PARKING 351 CARS C-9.4 DETAILS SOLID WASTE MANAGEMENT (HAZARDOUS): NON-COMBUSTIBLE CAR PARKING (ACCESSIBLE) 12 CARS PREVENT ANY DISCHARGE OF HAZARDOUS WASTE FROM ENTERING THE STORM SYSTEM. C-10 GENERAL NOTES & SPECIFICATIONS OCCUPANCY TYPE: B- BUSINESS, S-1 - STORAGE MODERATE HAZARD TRUCK PARKING 70 STALLS VEHICLE FUELING, MAINTENANCE AND CLEANING: C-11 GENERAL NOTES & SPECIFICATIONS DRIVE IN OVERHEAD DOORS 2 DOORS PROVIDE DESIGNATED FUELING AREA WITH A SECOND WASTE CONTAINER. HANDICAPPED PARKING: HANDICAPPED PARKING AND SIGNS PER APRIL 2018 TOTAL EXTERIOR DOCKS 60 DOCKS C-12 MWRD DRAINAGE EXHIBIT STATE OF ILLINOIS ACCESSIBILITY STANDARDS. PAINT AND PAINT SUPPLIES: BULK REGULATIONS TABLE PROVIDE PROPER STORAGE, USE AND CLEANUP OF ALL MATERIALS. FIRE PROTECTION: BUILDING TO BE EQUIPPED THROUGHOUT WITH LANDSCAPE (NOT UNDER ARCHITECTS SEAL) AUTOMATIC FIRE SUPPRESSION SYSTEM. DESIGNED EXISTING PROPERTY ZONING: M - MANUFACTURING PER N.F.P.A. 13 FOR CLASS IV COMMODITIES AS DEFINED IN N.F.P.A. 231C. NORTH MANUFACTURING DISTRICTS BULK CONTROLS REFER TO FIRE PROTECTION DRAWINGS BY OTHERS. SYMBOLS LEGEND FIRE DETECTION SYSTEM: YES MAXIMIUM HEIGHT: MINIMUM FRONT YARD: 60'-0" 30'-0" ARCHITECTURAL & STRUCTURAL (UNDER ARCHITECTS SEAL) FIRE ALARM: YES MINIMUM SIDE YARD: 15'-0" SPRINKLER SYSTEM: YES * DRAWING TITLE MINIMUM REAR YARD: 15'-0" A-0 COVER SHEET STANDPIPE SYSTEM: NO TOP OR BOT A-1.0 ARCHITECTURAL SITE PLAN CURTAIN BOARDS: NO * DRAWING SCALE EL. + PORTABLE FIRE EXTINGUISHERS: YES GENERAL NOTES A-2.0 BUILDING ELEVATIONS ALGONQUIN ROAD, PALATINE, ILLINOIS A-3.0 OVERALL FLOOR PLAN DRAWING SCALE HEIGHT MARK BUILDING HEIGHT: PROPOSED: 43'-0" ALLOWABLE: 50'-0" 1. DO NOT SCALE DRAWINGS. ANY DIMENSIONAL QUESTIONS OR CLARIFICATIONS A-3.1 ENLARGED FLOOR PLAN - WEST PALATINE 90 NEW OFFICE WAREHOUSE FOR: SHOULD BE DIRECTED TO THE ARCHITECT. A-3.2 ENLARGED FLOOR PLAN - EAST FIRE RATING: STRUCTURAL FRAME 0 HRS # # BEARING WALLS (EXTERIOR) 0 HRS 2. GENERAL CONTRACTOR, DESIGNERS & SUBCONTRACTORS SHALL VISIT THE A-3.3 ENLARGED PLANS & DETAILS # # BEARING WALLS (INTERIOR) 0 HRS SITE TO VERIFY EXISTING CONDISTIONS. A-4.0 OVERALL ROOF PLAN NON-BEARING WALLS (EXTERIOR) 0 HRS 3. ALL WORK TO BE IN COMPLIANCE WITH ALL STATE AND LOCAL CODES. A-5.0 DOOR & ROOM FINISH SCHEDULES & DETAILS SECTION MARKER ELEVATION MARKER NON-BEARING WALLS (INTERIOR) 0 HRS 4. EACH RESPECTIVE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING FLOOR CONSTRUCTION 0 HRS LOCATIONS OF EXISTING UTILITIES AND EASEMENTS. A-6.0 WALL SECTIONS # ROOF CONSTRUCTION 0 HRS A-6.1 WALL SECTIONS # PARTITIONS (EXIT ACCESS CORRIDOR) 0 HRS 5. INFORMATION PERTAINING TO EXISTING CONDITIONS GIVEN TO ARCHITECTS R-* PLUS DESIGN STUDIO, PLLC, REPRESENTS "TO THE BEST OF OUR A-6.2 WALL SECTIONS & DETAILS OCCUPANT LOAD: FUTURE OFFICE #1 TBD KNOWLEDGE", NOT THE "ACTUAL EXISTING CONDITIONS. THE ARCHITECT, A-6.3 WALL SECTIONS FUTURE OFFICE #2 TBD AND CONTRACTED DESIGN CONSULTANTS, MAKE NO WARRANTY AS TO THE REVISON MARKER DETAIL CALL-OUT STORAGE/WAREHOUSE (367,696 S.F./ 500) 735 ACCURACY. THE GENERAL CONTRACTOR TO FIELD VERIFY EXISTING TOTAL OCCUPANT LOAD 735 CONDITIONS AND REPORT ANY DISCREPENCIES BETWEEN THE DRAWINGS STRUCTURAL (NOT UNDER ARCHITECTS SEAL) NORTH AND THE FIELD TO THE ARCHITECT FOR REVIEW AND COORDINATION. ANY ROOM NAME LOGISTICS CENTER NUMBER OF EXITS: REQUIRED: 2 WORK PERFORMED PRIOR TO THE DISCREPENCY, AND RESOLUTION, IS # EGRESS WIDTH: PROVIDED: REQUIRED: SITE NOTES SUBJECT TO REMOVAL AND REPLACEMENT AT NO ADDITIONAL COST THE AWARDED CONTRACT. ROOM NAME MRKER NORTH ARROW PROVIDED: GENERAL NOTES: TRAVEL DISTANCE: ALLOWABLE (SPRINKLERED BLDG.) S-1: 250' / B: 300' 1. SEE CIVIL ENGINEERING DRAWINGS FOR OTHER DIMENSIONS, NOTES * # L-* AND DETAILS. 2. ALL DIMENSIONS ARE FROM FACE OF CURB OR BUILDING UNLESS WALL PARTITION DOOR NUMBER LINTEL MARKER NOTED OTHERWISE. ARCHITECT'S STATEMENT PROJECT DIRECTORY ARCHITECTURAL & STRUCTURAL SPECIFICATIONS (UNDER ARCHITECTS SEAL) SP-1 ARCHITECTURAL & STRUCTURAL SPECIFICATIONS I HEREBY CERTIFY UNDER OATH THAT THESE PLANS WERE PREPARED BY ME OR UNDER MY DIRECT SUPERVISION, THAT I AM FAMILIAR WITH THE CODES AND ARCHITECT GENERAL CONTRACTOR CIVIL ENGINEER: STRUCTURAL ENGINEER: SP-2 ARCHITECTURAL & STRUCTURAL SPECIFICATIONS ORDINANCES OF THE CITY OF PALATINE, AND TO THE BEST OF MY KNOWLEDGE SP-2 ARCHITECTURAL & STRUCTURAL SPECIFICATIONS DATE DESCRIPTION THESE PLANS COMPLY WITH THE BUILDING ORDINANCE, ZONING ORDINANCE AND OTHER APPLICABLE CODES AND ORDINANCES OF PALATINE, ILLINOIS. ARCHITECTS PLUS PEPPER CONSTRUCTION JACOB & HEFNER SWIFT STRUCTURAL MECHANICAL (NOT UNDER ARCHITECTS SEAL) I HAVE PREPARED, OR CAUSED TO BE PREPARED UNDER MY DIRECT SUPERVISION, DESIGN STUDIO, PLLC 1333 BUTTERFIELD ROAD * * THE ATTACHED PLANS AND SPECIFICATIONS AND STATE THAT, TO THE BEST OF 411 LAKE ZURICH ROAD 3306 N. SACRAMENTO AVE. MY KNOWLEDGE AND BELIEF AND TO THE EXTENT OF MY CONTRACTUAL 1320 NELSON CIRCLE SUITE 300 CHICAGO, IL 60618 OBLIGATION, THEY ARE IN COMPLIANCE WITH THE ENVIRONMENTAL BARRIERS BARRINGTON, ILLINOIS 60010 ACT (410 ILCS 25) AND THE ILLINOIS ACCESSIBILITY CODE (71 ILL ADM CODE 400) WHEATON, ILLINOIS 60189 PHONE 847.381.2760 DOWNERS GROVE, ILLINOS 60515 PH#: 773-398-4485 PHONE 847.624.4425 PHONE 630.652.4600 DESIGN FIRM NUMBER: 184-007150 DESIGN FIRM NUMBER - #184.008507 ELECTRICAL (NOT UNDER ARCHITECTS SEAL) * * EXPIRES 04/30/2023 JOHN M. WHITE LICENSE NUMBER #001-015201 EXPIRES 11-30-2022 MECHANICAL ENGINEER ELECTRICAL ENGINEER PLUMBING ENGINEER FIRE PROTECTION ENGINEER PLUMBING (NOT UNDER ARCHITECTS SEAL) * * MK INDUSTRIES, INC. COMPLETE ELECTRICAL SERVICE C.B.M. PLUMBING VALLEY FIRE PROJECT NUMBER PROTECTION SYSTEMS 998 FOREST EDGE DRIVE 639 MAIN STREET 1532 HECHT DRIVE DATABASE VERNON HILLS, ILLINOIS 60061 BATAVIA, ILLINOIS 60510 BARTLETT, ILLINOIS 60103 101 N. RADDANT ROAD DRAWN BY PHONE 847.949.0200 PHONE 630.879.1098 PHONE 630.837.7670 BATAVIA, IL 60510 FIRE PROTECTION (NOT UNDER ARCHITECTS SEAL) PHONE 630.761.3168 * * CHECKED BY A-0 Packet Pg. 54  2.1.d 1 2 DEVELOPER A2.0 A2.0 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 GENERAL CONTRACTOR WEST ELEVATION SCALE: 1" = 30'-0" 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 STRUCTURAL ENGINEER EAST ELEVATION SWIFT STRUCTURAL, PLLC SCALE: 1" = 30'-0" 3306 N. SACRAMENTO AVENUE CHICAGO, ILLINOIS 60618 PHONE: 773.398.4485 DESIGN FIRM NUMBER: 184-007150 H G F E D C B A A B C D E F G H ARCHITECT DESIGN FIRM 184.008507; EXPIRATION 4.30.2023 Attachment: Final ARCH LPC - Palatine_Arch_020722 (607, 613, and 623 E. Algonquin Road and 1825 S. Roselle Road) NORTH ELEVATION 3 A2.0 4 A2.0 SOUTH ELEVATION SCALE: 1" = 30'-0" SCALE: 1" = 30'-0" 1320 NELSON CIRCLE WHEATON, ILLINOIS 60189 - 847.624.4425 2 6 2 1 21 PREFINISHED GALV. METAL 20 INSUL P.C. CONC. WALL INSUL P.C. CONC. WALL PREFINISHED GALV. METAL 6 2 COPYRIGHT O c 2021, A6.2 A6.0 A6.0 A6.2 T/ PRECAST COPING, TYP. PANEL W/ SMOOTH FIN. PANEL W/ SMOOTH FIN. COPING, TYP. T/ PRECAST BY ARCHITECTS PLUS DESIGN STUDIO, PLLC EL. +45'-0" (PAINTED) (PAINTED) EL. +45'-0" T/ PRECAST T/ PRECAST EL. +41'-6" EL. +41'-6" P.C. SPANDREL PANEL P.C. SPANDREL PANEL TYP. STOREFRONT CONSTR. 1" THK. INSULATED TINTED GLASS IN THERMALLY BROKEN CLEAR ANOD. ALUM. FRAMING SYSTEM "T" INDICATES TEMP. GLASS SPANDREL GLASS SHOWN PREFIN. METAL CANOPY SHADED-VERTICALS TO BE BUTT GLAZED (TYP.) ALGONQUIN ROAD, PALATINE, ILLINOIS PALATINE 90 NEW OFFICE WAREHOUSE FOR: T T T T T T T T FINISHED FLOOR T T T T FINISHED FLOOR EL. 0'-0" EL. +0'-0" TYPICAL PUNCHED WINDOW 1" THICK INSUL. TINTED GLASS IN TYPICAL PUNCHED WINDOW THERMALLY BROKEN, CLEAR ANOD. ALUM. FRAMING SYSTEM - 1 ENLARGED ENTRY ELEVATION VERTICALS TO BE BUTT GLAZED (TYP.) 2 ENLARGED ENTRY ELEVATION LOGISTICS CENTER A2.0 SCALE: 1/8" = 1'-0" A2.0 SCALE: 1/8" = 1'-0" T/ PRECAST 1 5 4 4 B 5 PREFINISHED GALV. METAL 1 A T/ PRECAST EL. +45'-0" A B A6.2 A6.0 A6.0 A6.0 A6.0 COPING, TYP. A6.2 EL. +45'-0" T/ PRECAST T/ PRECAST EL. +43'-6" COLOR LEGEND EL. +43'-6" EXTERIOR PRECAST TO BE COLORED WITH SUPER PAINT BY SHERWIN WILLIAMS. G.C. TO MATCH SHERWIN WILLIAMS COLORS P.C. SPANDREL SELECTED BELOW PNL. (DASHED) P.C. SPANDREL PANEL PURE WHITE - 7005 SHERWIN WILLIAMS PASSIVE - SW 7064 DATE DESCRIPTION SHERWIN WILLIAMS PANTONE 422-C (GRAY) PANTONE 3597-C (BLUE) PREFIN. COMP. MTL. TYP. STOREFRONT CANOPY W/ STL. COLS.- CONSTR. Do BEYOND (PAINTED) FASCIA & GRAVEL STOP @ ENTRY PAC-CLAD CITYSCAPE FASCIA & GRAVEL STOP @ MAIN BUILDING PAC-CLAD BONE WHITE STOREFRONT SYSTEM FRAMES - CLEAR ANODIZED ALUMINUM INSUL. GLASS - GREY TINTED FINISHED FLOOR PUNCHED WINDOWS FINISHED FLOOR EL. +0'-0" FRAMES - CLEAR ANODIZED ALUMINUM PROJECT NUMBER EL. 0'-0" INSUL. GLASS - GREY TINTED INSUL. MTL. DOORS/FRAMES DATABASE INSUL P.C. CONC. WALL FRAME - PAINTED TO MATCH PRECAST INSUL P.C. CONC. WALL DRAWN BY PANEL W/ SMOOTH FIN. PANEL W/ SMOOTH FIN. DOOR -PAINTED TO MATCH PRECAST (PAINTED) (PAINTED) OVERHEAD DOORS CHECKED BY DRIVE-IN DOORS - PREFINISHED WHITE ENLARGED ENTRY ELEVATION ENLARGED ENTRY ELEVATION DOCK DOORS - PREFINISHED WHITE 3 A2.0 SCALE: 1/8" = 1'-0" 4 A2.0 SCALE: 1/8" = 1'-0" PIPE BOLLARDS SAFETY YELLOW A-2.0 Packet Pg. 55  2.1.d DEVELOPER 21 20 19 18 17 16 15 14 13 12 INSUL P.C. CONC. WALL PREFINISHED GALV. METAL HORIZ. BAND OF FORMLINER INSUL P.C. CONC. WALL SIM. PANEL W/ SMOOTH FIN. COPING, TYP. PANEL W/ SMOOTH FIN. 1 2 (PAINTED) 3 (PAINTED) 3'-6" A6.3 EXCEPT A6.0 JST. BRG. A6.0 T/ P.C. PNL. EL: + 41'-6" GENERAL CONTRACTOR FIN. FLR. EL. 0'-0" INSUL. H.M. DOOR & FRAME W/ CONCRETE WEST ELEVATION - NORTH PORTION STOOP (TYP.) SCALE: 1/16" = 1'-0" STRUCTURAL ENGINEER SWIFT STRUCTURAL, PLLC 11 10 9 8 7 6 5 4 3 2 1 3306 N. SACRAMENTO AVENUE CHICAGO, ILLINOIS 60618 PHONE: 773.398.4485 TYP. CLEARSTORY WINDOW DESIGN FIRM NUMBER: 184-007150 SIM. 1" THICK INSUL. TINTED GLASS 5 4 3 3 10 2 3'-6" EXCEPT IN THERMALLY BROKEN, CLEAR A6.2 OPEN AIR 2'-0" A6.1 A6.1 A6.1 A6.0 A6.0 JST. BRG. ANOD. ALUM. FRAMING SYSTEM SCUPPER (TYP.) ARCHITECT DESIGN FIRM 184.008507; EXPIRATION 4.30.2023 Attachment: Final ARCH LPC - Palatine_Arch_020722 (607, 613, and 623 E. Algonquin Road and 1825 S. Roselle Road) 1320 NELSON CIRCLE WHEATON, ILLINOIS 60189 - 847.624.4425 COPYRIGHT O c 2021, BY ARCHITECTS PLUS DESIGN STUDIO, PLLC TYPICAL PUNCHED WINDOW WEST ELEVATION - SOUTH PORTION 1" THICK INSUL. TINTED GLASS IN THERMALLY BROKEN, CLEAR SCALE: 1/16" = 1'-0" ANOD. ALUM. FRAMING SYSTEM - VERTICALS TO BE BUTT GLAZED (TYP.) 1 2 3 4 5 6 7 8 9 10 11 INSUL P.C. CONC. WALL PREFINISHED GALV. METAL HORIZ. BAND OF FORMLINER INSUL P.C. CONC. WALL 1 PANEL W/ SMOOTH FIN. 2 COPING, TYP. PANEL W/ SMOOTH FIN. (PAINTED) 10 THRU-WALL (PAINTED) ALGONQUIN ROAD, PALATINE, ILLINOIS A6.1 A6.1 1'-6" A6.2 SCUPPER (TYP.) T/ P.C. PNL. PALATINE 90 NEW OFFICE WAREHOUSE FOR: EL: + 42'-0" 2'-0" 8'-0" 2'-0" FIN. FLR. LOGISTICS CENTER EL. 0'-0" PREFIN. MTL. DOCK INSUL. H.M. DOOR & DOOR W/ RUBBER DOCK FRAME W/ PTD. STL. EAST ELEVATION - SOUTH PORTION BUMPERS EA. SIDE STAIR (TYP.) SCALE: 1/16" = 1'-0" 12 13 14 15 16 17 18 19 20 21 DATE DESCRIPTION PREFINISHED GALV. METAL TYP. CLEARSTORY WINDOW COPING, TYP. 1" THICK INSUL. TINTED GLASS IN THERMALLY BROKEN, CLEAR 2 1 ANOD. ALUM. FRAMING SYSTEM A6.1 A6.1 1'-6" PROJECT NUMBER DATABASE DRAWN BY PREFIN. MTL. DRIVE IN DOOR W/ PTD. STL. CHECKED BY EAST ELEVATION - NORTH PORTION BOLLARDS EA. SIDE SCALE: 1/16" = 1'-0" A-2.1 Packet Pg. 56  2.1.d DEVELOPER H G F E D C B A INSUL P.C. CONC. WALL 1 2 HORIZ. BAND OF FORMLINER PREFINISHED GALV. METAL 4 5 1 PANEL W/ SMOOTH FIN. COPING, TYP. 1'-6" A6.0 A6.0 A6.0 A6.0 A6.2 1'-6" (PAINTED) T/ P.C. PANEL EL: + 45'-0" T/ STOREFRONT GENERAL CONTRACTOR EL: + 30'-0" FIN. FLOOR EL: + 0'-0" INSUL MTL. DOOR & TYPICAL STOREFRONT WINDOW FRAME (PTD.), TYP. NORTH ELEVATION 1" THICK INSUL. TINTED GLASS IN THERMALLY BROKEN, CLEAR STRUCTURAL ENGINEER SCALE: 1/16" = 1'-0" ANOD. ALUM. FRAMING SYSTEM - VERTICALS TO BE BUTT GLAZED (TYP.) SWIFT STRUCTURAL, PLLC 3306 N. SACRAMENTO AVENUE CHICAGO, ILLINOIS 60618 PHONE: 773.398.4485 DESIGN FIRM NUMBER: 184-007150 A B C D E F G H PREFINISHED GALV. METAL INSUL P.C. CONC. WALL COPING, TYP. 1 5 4 PANEL W/ SMOOTH FIN. 2 1 HORIZ. BAND OF FORMLINER (PAINTED) A6.2 A6.0 A6.0 1'-6" A6.0 A6.0 T/ P.C. PANEL 1'-6" ARCHITECT EL: + 45'-0" DESIGN FIRM 184.008507; EXPIRATION 4.30.2023 T/ STOREFRONT Attachment: Final ARCH LPC - Palatine_Arch_020722 (607, 613, and 623 E. Algonquin Road and 1825 S. Roselle Road) EL: + 30'-0" 1320 NELSON CIRCLE WHEATON, ILLINOIS 60189 - 847.624.4425 COPYRIGHT O c 2021, BY ARCHITECTS PLUS DESIGN STUDIO, PLLC FIN. FLOOR EL: + 0'-0" INSUL MTL. DOOR & SOUTH ELEVATION FRAME (PTD.), TYP. SCALE: 1/16" = 1'-0" ALGONQUIN ROAD, PALATINE, ILLINOIS PALATINE 90 NEW OFFICE WAREHOUSE FOR: LOGISTICS CENTER COLOR LEGEND EXTERIOR PRECAST TO BE COLORED WITH SUPER PAINT BY SHERWIN WILLIAMS. G.C. TO MATCH SHERWIN WILLIAMS COLORS SELECTED BELOW PURE WHITE - 7005 DATE DESCRIPTION SHERWIN WILLIAMS PASSIVE - SW 7064 SHERWIN WILLIAMS PANTONE 422-C (GRAY) PANTONE 3597-C (BLUE) FASCIA & GRAVEL STOP @ ENTRY PAC-CLAD CITYSCAPE FASCIA & GRAVEL STOP @ MAIN BUILDING PAC-CLAD BONE WHITE STOREFRONT SYSTEM FRAMES - CLEAR ANODIZED ALUMINUM INSUL. GLASS - GREY TINTED PROJECT NUMBER PUNCHED WINDOWS DATABASE FRAMES - CLEAR ANODIZED ALUMINUM INSUL. GLASS - GREY TINTED DRAWN BY INSUL. MTL. DOORS/FRAMES CHECKED BY FRAME - PAINTED TO MATCH PRECAST DOOR -PAINTED TO MATCH PRECAST OVERHEAD DOORS DRIVE-IN DOORS - PREFINISHED WHITE DOCK DOORS - PREFINISHED WHITE A-2.2 Packet Pg. 57 PIPE BOLLARDS  2.1.d DEVELOPER 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 1044'-0" 54'-0" 54'-0" 54'-0" 54'-0" 54'-0" 54'-0" 54'-0" 54'-0" 54'-0" 54'-0" 54'-0" 54'-0" 54'-0" 54'-0" 54'-0" 54'-0" 54'-0" 54'-0" 54'-0" GENERAL CONTRACTOR A A 47'-6" FUTURE OFFICE AREA FUTURE OFFICE AREA FUTURE OFFICE AREA B B 47'-6" STRUCTURAL ENGINEER C C SWIFT STRUCTURAL, PLLC 47'-6" 3306 N. SACRAMENTO AVENUE CHICAGO, ILLINOIS 60618 PHONE: 773.398.4485 DESIGN FIRM NUMBER: 184-007150 D D SEE ENLARGED FLOOR PLAN SEE ENLARGED FLOOR PLAN 47'-6" 362'-8" ON SHEET A-3.1 FOR THIS AREA ON SHEET A-3.2 FOR THIS AREA ARCHITECT E E DESIGN FIRM 184.008507; EXPIRATION 4.30.2023 47'-6" Attachment: Final ARCH LPC - Palatine_Arch_020722 (607, 613, and 623 E. Algonquin Road and 1825 S. Roselle Road) F F 1320 NELSON CIRCLE WHEATON, ILLINOIS 60189 - 847.624.4425 47'-6" COPYRIGHT O c 2021, BY ARCHITECTS PLUS DESIGN STUDIO, PLLC G G 75'-0" UTILITY ROOMS H H ALGONQUIN ROAD, PALATINE, ILLINOIS PALATINE 90 NEW OFFICE WAREHOUSE FOR: 1028'-0" 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 OVERALL FLOOR PLAN NORTH SCALE: 1" = 30'-0" LOGISTICS CENTER DATE DESCRIPTION PROJECT NUMBER DATABASE DRAWN BY CHECKED BY A-3.0 Packet Pg. 58  2.1.d DEVELOPER 1 2 3 4 5 6 7 8 9 10 11 1042'-4" 12 GENERAL CONTR. TO 54'-0" 54'-0" 54'-0" 54'-0" 54'-0" 54'-0" 54'-0" 54'-0" 54'-0" 2'-0" 54'-0" INSTALL "KEY BOX" ADJACENT TO EXTERIOR 34'-4" 434'-10" 50'-0" MAN DOOR. VERIFY MATCH LINE CONTENTS OF BOX AND 12'-0" 4'-0" 7 P.C. PNLS. @ 12'-0" = 84'-0" 10'-0" 7 P.C. PNLS. @ 12'-0" = 84'-0" 10'-0" 7 P.C. PNLS. @ 12'-0" = 84'-0" 10'-0" 7 P.C. PNLS. @ 12'-0" = 84'-0" 10'-0" 36'-0" 7'-10" 6'-6" 12'-0" 6'-6" 6'-6" 12'-0" 6'-6" 7'-10" 36'-0" LOCATION WITH FIRE DEPARTMENT PRIOR TO 19'-2" 12'-0" 12'-0" 12'-0" 12'-0" 12'-0" 8'-10" 8'-10" INSTALLATION. 7 8 A3.3 A3.3 10" A 2 32 6 33 34 35 36 A6.2 A6.0 8 GENERAL CONTRACTOR A3.3 3 2 5 4 3 32'-0" 30'-4" 1 TYPICAL DOWNSPOUT NOTE: PVC DOWNSPOUT A6.0 PVC DOWNSPOUT A6.0 PVC DOWNSPOUT A6.1 A6.1 A6.1 A6.2 PVC DOWNSPOUT STRAP TIGHT TO (Do) (Do) (Do) 47'-6" PROV. 15 MIL POLYETHYLENE P.C. PNL. @ 1/4 PTS. VAPOR BARRIER @ FUTURE INSULATE ALL HORIZONTAL RUNS OFFICE AREA - VERIFY SIZE W/ ABOVE FIN. FLR. TO UNDERSIDE OF OWNER & G.C. SUMP PAN. PROVIDE PVC C.O. 3 P.C. PNLS. @ 12'-0" = 36'-0" 2'-3 1/2" @ 1'-0" A.F.F. (SEE 21 & 22/S-1.3 & PLUMBING DRWGS BY OTHERS) 1'-8 1/2" 6 A6.0 35'-2" B 4 4'-0" A6.0 STRUCTURAL ENGINEER 47'-6" 9 4 P.C. PNLS. @ 12'-0" = 48'-0" A3.3 SWIFT STRUCTURAL, PLLC 3306 N. SACRAMENTO AVENUE CHICAGO, ILLINOIS 60618 PHONE: 773.398.4485 DESIGN FIRM NUMBER: 184-007150 C 8 A3.3 ARCHITECT 47'-6" 10'-0" 12'-0" DESIGN FIRM 184.008507; EXPIRATION 4.30.2023 31 Attachment: Final ARCH LPC - Palatine_Arch_020722 (607, 613, and 623 E. Algonquin Road and 1825 S. Roselle Road) 7 A3.3 D 1320 NELSON CIRCLE WHEATON, ILLINOIS 60189 - 847.624.4425 7 P.C. PNLS. @ 12'-0" = 84'-0" COPYRIGHT O c 2021, BY ARCHITECTS PLUS DESIGN STUDIO, PLLC TYPICAL FLOOR SLAB CONSTRUCTION 6" THICK DUCTILECRETE CONCRETE FLOOR ON SLAB 6" COMPACTED 47'-6" GRANULAR BASE Fc = 4,000 PSI FLATNESS / LEVELNESS TOLERANCES: Ff = 35 Fl = 25 360'-10" 2 A6.0 E 1 A6.0 47'-6" 293'-8" 10'-0" 12'-0" 30 WAREHOUSE PROVIDE WALL MTD. 101 TACTILE SIGN - SEE ALGONQUIN ROAD, PALATINE, ILLINOIS SHEET A-5.0 (TYP.) PALATINE 90 NEW OFFICE WAREHOUSE FOR: CONCRETE STOOP - SEE SHEET A-1.0 (TYP.) F 7 P.C. PNLS. @ 12'-0" = 84'-0" 47'-6" LOGISTICS CENTER G SPRINKLER/ ELECTRICAL ROOM MASONRY PARTITIONS TO BE 1 HOUR RATED PER UL U #905. SOLID GROUT CORES W/ #6 VERT. BARS AT 32" O.C., CORNERS, & EITHER SIDE OF OPENINGS. 10" CMU TO EXTEND 12' AFF. - SEE 15/A-3.3 3 P.C. PNLS. @ 12'-0" = 36'-0" 10'-0" 12'-0" 29 PROVIDE 1 HOUR RATED GYPSUM BD. PARTITION PER UL U #495 FROM 12' AFF TO 7'-0"x8'-0" (NOM.) DOCK LEVELER BOTTOM OF DECK W/ HEAD SLIP TRACK. WITH (2) RUBBER DOCK BUMPERS SEE WALL HEAD DETAILS 10 & 11/A-3.3. EACH SIDE OF OVERHEAD DOOR 5/8" TYPE "X" GYP. BD. ON 8" (18 GA.) 75'-0" MTL. STUDS @ 16" O.C. PROVIDE CONCRETE POUR JOINT AT INSIDE EDGE OF LADDER TO ROOF - DOCK LEVELER STEEL ANGLE SEE 5 & 6/A-3.3 DATE DESCRIPTION COORDINATE LOCATION WITH DOCK LEVELER. SEE STRUCT. 17 16 PVC DOWNSPOUT PVC DOWNSPOUT PVC DOWNSPOUT PVC DOWNSPOUT (Do) (Do) (Do) (Do) SPRINK. ELECT. 102 103 9 SIM. 11'-8" A3.3 28 27 26 26 26 26 25 24 24 24 24 23 22 22 22 22 21 20 20 20 20 19 18 15 14 13 H MATCH LINE 1 2 A3.3 1 A6.1 A6.1 3 A3.3 10" 11'-2" 39 P.C. PNLS @ 12'-0" = 468'-0" 7'-0" 7'-0" 54'-0" 54'-0" 54'-0" 54'-0" 54'-0" 54'-0" 54'-0" 54'-0" 54'-0" 2'-0" 54'-0" PROJECT NUMBER 1028'-0" DATABASE DRAWN BY 1 2 3 4 5 6 7 8 9 10 11 12 CHECKED BY 1 PARTIAL SOUTH AREA FLOOR PLAN NORTH A3.1 SCALE: 1/16" = 1'-0" A-3.1 Packet Pg. 59  2.1.d DEVELOPER 1042'-4" 12 13 14 15 16 17 18 19 20 21 54'-0" 54'-0" 54'-0" 54'-0" 54'-0" 54'-0" 54'-0" 54'-0" 54'-0" 54'-0" GENERAL CONTR. TO INSTALL "KEY BOX" 488'-10" 34'-4" ADJACENT TO EXTERIOR MAN DOOR. VERIFY MATCH LINE 6'-6" 7'-10" 36'-0" 10'-0" 7 P.C. PNLS. @ 12'-0" = 84'-0" 10'-0" 7 P.C. PNLS. @ 12'-0" = 84'-0" 10'-0" 7 P.C. PNLS. @ 12'-0" = 84'-0" 10'-0" 7 P.C. PNLS. @ 12'-0" = 84'-0" 10'-0" 5 P.C. PNLS. @ 12'-0" = 60'-0" CONTENTS OF BOX AND LOCATION WITH FIRE 8'-10" 12'-0" 12'-0" 12'-0" 12'-0" 12'-0" 12'-0" 19'-2" DEPARTMENT PRIOR TO 7 INSTALLATION. 8 A3.3 A3.3 10" A 6 1 2 37 38 39 40 41 A6.0 A6.2 GENERAL CONTRACTOR 3 2 3 A6.1 PVC DOWNSPOUT PVC DOWNSPOUT A6.0 A6.0 TYPICAL DOWNSPOUT NOTE: PVC DOWNSPOUT 30'-4" 32'-0" (Do) (Do) PVC DOWNSPOUT STRAP TIGHT TO PROV. 15 MIL POLYETHYLENE (Do) 1 VAPOR BARRIER @ FUTURE 47'-6" P.C. PNL. @ 1/4 PTS. OFFICE AREA - VERIFY SIZE W/ A6.2 INSULATE ALL HORIZONTAL RUNS ABOVE FIN. FLR. TO UNDERSIDE OF OWNER & G.C. SUMP PAN. PROVIDE PVC C.O. 3 P.C. PNLS. @ 12'-0" = 36'-0" @ 1'-0" A.F.F. (SEE 21 & 22/S-1.3 & 2'-3 1/2" PLUMBING DRWGS BY OTHERS) 6 1'-8 1/2" A6.0 35'-2" B 4 A6.0 4'-0" STRUCTURAL ENGINEER 9 47'-6" 4 P.C. PNLS. @ 12'-0" = 48'-0" A3.3 SWIFT STRUCTURAL, PLLC 3306 N. SACRAMENTO AVENUE CHICAGO, ILLINOIS 60618 PHONE: 773.398.4485 DESIGN FIRM NUMBER: 184-007150 C ARCHITECT 12'-0" 10'-0" 47'-6" DESIGN FIRM 184.008507; EXPIRATION 4.30.2023 2 PROVIDE WALL MTD. TACTILE SIGN - SEE Attachment: Final ARCH LPC - Palatine_Arch_020722 (607, 613, and 623 E. Algonquin Road and 1825 S. Roselle Road) SHEET A-5.0 (TYP.) CONCRETE STOOP - 7 SEE SHEET A-1.0 (TYP.) A3.3 D 1320 NELSON CIRCLE WHEATON, ILLINOIS 60189 - 847.624.4425 7 P.C. PNLS. @ 12'-0" = 84'-0" COPYRIGHT O c 2021, BY ARCHITECTS PLUS DESIGN STUDIO, PLLC TYPICAL FLOOR SLAB CONSTRUCTION 6" THICK DUCTILECRETE CONCRETE FLOOR ON SLAB 6" COMPACTED 47'-6" GRANULAR BASE 204'-7" Fc = 4,000 PSI FLATNESS / LEVELNESS TOLERANCES: Ff = 35 Fl = 25 360'-10" 2 A6.0 E 1 A6.0 12'-0" 10'-0" 47'-6" WAREHOUSE 3 101 ALGONQUIN ROAD, PALATINE, ILLINOIS 8 A3.3 4 P.C. PNLS @ 12'-0" = 48'-0" PALATINE 90 NEW OFFICE WAREHOUSE FOR: F 47'-6" 4'-7" LOGISTICS CENTER 6'-5 1/8" G 36'- 0" 7'-0"x8'-0" (NOM.) DOCK LEVELER 89'-1" WITH (2) RUBBER DOCK BUMPERS 4 EACH SIDE OF OVERHEAD DOOR 12'- 0" 10'- 94'- PROVIDE CONCRETE POUR 0" 10 1 75'-0" JOINT AT INSIDE EDGE OF /4" DOCK LEVELER STEEL ANGLE DATE DESCRIPTION COORDINATE LOCATION WITH DOCK LEVELER. SEE STRUCT. PVC DOWNSPOUT PVC DOWNSPOUT PVC DOWNSPOUT PVC DOWNSPOUT 36'- (Do) (Do) (Do) (Do) 0" 14 13 13 13 13 12 11 11 11 11 10 9 9 9 9 8 7 7 7 7 6 5 6'-5 H MATCH LINE 1/8" 1 2 A3.3 A6.1 1 A6.1 41 P.C. PNLS. @ 12'-0" = 492'-0" 9'-5" 54'-0" 54'-0" 54'-0" 54'-0" 54'-0" 54'-0" 54'-0" 54'-0" 54'-0" 54'-0" PROJECT NUMBER 1028'-0" DATABASE DRAWN BY 12 13 14 15 16 17 18 19 20 21 CHECKED BY 1 PARTIAL NORTH AREA FLOOR PLAN NORTH A3.2 SCALE: 1/16" = 1'-0" A-3.2 Packet Pg. 60  2.1.d DEVELOPER 1 1/4" STD. STEEL PIPE GUARDRAIL (PTD.) WELDED TO TOP OF CHANNEL 16&17 SIM. 16&17 STRINGER - GRIND ALL 4" SIM. A5.0 A5.0 WELDS SMOOTH. STEEL GRATING 5'-0" 1'-0" 5'-6" 11" 18 15 TREADS & PLATFORM 6 TREADS AT 11" ON FRAMING ANGLES 3" 16&17 SIM. GRATING SHALL BE 5'-0" STL. GRATING FOR 4" A5.0 4" 1 1/4" x 3/16" GALV. 5'-0" STAIR TREADS & LANDINGS TYPE 11W4 - ORIENT 1'-0" 30" x 48" AREA SHALL BE ADA COMPLIANT LONG DIMENSION OF 2" 1'-0" OF RESCUE GRATING PERP. TO 3'-6" TYPE 11-4 W/ 1 1/4"x3/16" DN 2'-10" ASSISTANCE BEARING BARS PATH OF TRAVEL. 11" GENERAL CONTRACTOR 1'-0" 1/2" MAX. GAP 7 RISERS @ 7" 1'-0" FIN. FLR. BETWEEN BARS 6 TREADS @ 11" TYP. EL. 0'-0" 6'-6" IN DIRECTION 2" 2" 6'-6" OF TRAVEL 7" 5'-6" 5'-6" MC 12x10.6 TYP. 6" DIA. CONC. STRINGER (PTD.) 4'-0" FILLED STD. EACH SIDE 2" 2'-10" STL. PIPEGUARD VERIFY FINAL GRADE W/ CIVIL (PTD.) - TYP. HSS 3x3x1/4 11" STL. POST 2 11" 1/4" CHECKER PL. 4 A-3.3 6" DIA. CONC. RISERS A3.3 FILLED STD. NOTE: 1'-0" 4 STL. GRATING STAIR 1'-0" A3.3 STL. PIPEGUARD ALL METAL STAIR (PTD.) - TYP. TREADS W/STL. CARRIER 2" 2" COMPONENTS TO HAVE PLATES & CHECKER PL 13'-0" 5'-0" 13'-0" A GALVANIZED FINISH CONC. DOCK APRON CLIP L3x3x1/4" - EXP. 2'-6" 5'-0" NOSING SEE CIVIL PLAN BOLTED INTO CONC. APRON 1 STAIR PLAN 2 STAIR NOSING 3 STAIR PLAN 4 STAIR SECTION STRUCTURAL ENGINEER A-3.3 3/8" = 1'-0" A-3.3 1" = 1'-0" A-3.3 3/8" = 1'-0" A-3.3 3/8" = 1'-0" INSUL. P.C. CONC. WALL CLIP ANGLE WELDED SWIFT STRUCTURAL, PLLC SEALANT W/ FOAM BACKER 3/4" CHAMFER (TYP.) PANEL (TYP.) TO CAST-IN WELD PL'S 3306 N. SACRAMENTO AVENUE ROD INSIDE & OUT FULL (SPACING SHOULD BE CHICAGO, ILLINOIS 60618 HEIGHT OF PANEL (TYP.) ADEQUATE TO CONTROL FINISHED END PHONE: 773.398.4485 DESIGN FIRM NUMBER: 184-007150 THERMAL BOWING) SEE 1/2" 20 GA. MTL. CHANNEL 3'-0"x2'-6" OSHA APPROVED PLAN CLOSURE BY MTL. DECK INTEGRAL PRESSURE ROOF SCUTTLE W/12" HIGH TREATED WD. NAILER SEE CONTR. (4) SIDES INSUL. CURB & PADLOCK HASP PLAN SCREW CURB FLANGE TO SEALANT W/ FOAM TYP. ROOF CONST. ROOF DECK @ 12" O.C. MAX CLIP ANGLE WELDED BACKER ROD INSIDE & MEMBRANE FLASHING & ANCHOR 1/2" INSUL. PRECAST CONC. SEALANT W/ FOAM BACKER SEE TO CAST-IN WELD PL'S OUT FULL HEIGHT OF WALL PANEL (TYP.) ARCHITECT BAR PER MFR. SPECS. ROD INSIDE & OUT FULL @ 8'-0" O.C. VERT. (MIN.) PANEL (TYP.) 1" @ BLDG. EXP. JT. PLAN 3/4" CHAMFER (TYP.) HT. OF PANEL (TYP.) BY P.C. MFR. (TYP.) INSUL. PRECAST CONC. DESIGN FIRM 184.008507; EXPIRATION 4.30.2023 8 WALL PANEL (TYP.) CHAMFER (TYP.) 1'-0" SEE Attachment: Final ARCH LPC - Palatine_Arch_020722 (607, 613, and 623 E. Algonquin Road and 1825 S. Roselle Road) PLAN 6 5/16"x2" BENT PL L4x4x5/16 FRAME (4) SIDES WELD TO STRINGERS WELD TO BAR JOISTS - SEE ROOF HATCH A3.3 AND ANGLE FRAME STEEL FRAMING PLAN 7 TYP. P.C. JOINT 8 P.C. PANEL OVERLAP 9 P.C. BUTT JOINT AEE 6/A-3.3 RETRACTABLE SAFETY A-3.3 1" = 1'-0" A-3.3 1" = 1'-0" A-3.3 1" = 1'-0" POST PROVIDED BY 1320 NELSON CIRCLE T./ROOF @ H.P. WHEATON, ILLINOIS 60189 - 847.624.4425 ROOF HATCH SUPPLIER POST SHALL PROJECT CONTINUOUS 1'-2" WIDE 14 GA. SLOTTED SLIP TRACK TYP. ROOF CONSTR. 14 GA. SLOTTED SLIP TRACK COPYRIGHT O c 2021, VERIFY ELEV. UP TO 2'-6" ABOVE OSHA APPROVED LADDER (MIN.) 18GA. PLATE WITH BY SLIPTRACK SYSTEMS INC. BY SLIPTRACK SYSTEMS INC. BY ARCHITECTS PLUS DESIGN STUDIO, PLLC ROOF HATCH FIRESAFE BETWEEN MOUNTED FALL ARREST SYSTEM #10-16 @ 12" O.C. AT EA. FASTEN TO STUD W/ #8 FASTEN TO STUD W/ #8 DECK FLUTES AND FULL LENGTH OF LADDER FLUTE WHERE PARALLEL WAFERHEAD SCREW PER WAFERHEAD SCREW PER TOP TRACK. OPEN WEB STL. BAR JSTS. WITH FLUTES SLIPTRACK SLIPTRACK 1 HR. RATED WALL UL # U495 OSHA APPROVED STEEL LADDER W/ UL RATED JT. SYSTEM TS STRINGERS & 3/4" WELDED RUNGS HW-D-0020 OSHA APPROVED STEEL LADDER W/ @ 12" O.C. (PTD.) - TS SIZED BY TS STRINGERS & 3/4" WELDED RUNGS STEEL FABRICATOR SPRAY APPLIED FIRE SPRAY APPLIED FIRE @ 12" O.C. (PTD.) - TS SIZED BY 1" GAP BETWEEN GYP. 1" GAP BETWEEN GYP. SEALANT, TYP. EACH SEALANT, TYP. EACH STEEL FABRICATOR SIDE. AND MTL. DECK TYP. SIDE. AND MTL. DECK TYP. OSHA APPROVED LADDER MTD. 5/8" THICK GYP. BD. ON MTL VERTICAL FALL ARREST SYSTEM #10-16 AT 12" O.C. MAX #10-16 AT 12" O.C. MAX 5/8" THICK GYP. BD. ON MTL CLIP L NEAR & FAR SIDES WELD STUDS-SEE PARTITION TYPES STUDS-SEE PARTITION TYPES TO STRINGER & EXP. BOLT INTO FLOOR SLIP TRACK TO PLATE SLIP TRACK TO PLATE DO NOT FASTEN TO TOP DO NOT FASTEN TO TOP (TYP. @ BOTH STRINGERS) SLIP TRACK. SLIP TRACK. FIRESAFE AT 1" FIN. FLR. GAP BETWEEN GYP. EL. 0'-0" BD. & PLATE ROOF HATCH & LADDER SECTION T/WALL DETAIL T/WALL DETAIL ALGONQUIN ROAD, PALATINE, ILLINOIS 6 10 11 A-3.3 SCALE: 1" = 1'-0" A-3.3 SCALE: 1 1/2" = 1'-0" A-3.3 SCALE: 1 1/2" = 1'-0" PALATINE 90 NEW OFFICE WAREHOUSE FOR: FULL WELD SEE 1 EA. SIDE 5/8" TYPE "X" GYP. BD. EA. SIDE PLAN ATTACH COLD 3 5/8" OR GYP. BD. PARTITION OF 8" 18 GA. MTL. STUDS @ 16" O.C. CONTROL JOINT SEE PARTITION TYPES CMU WALL ROLLED CHANNEL SMALLER @ 30'-0" O.C. FROM 12'-0" UP TO STRUCTURE OSHA APPROVED STEEL SAFETY TO ALL STUDS STUD- 16 ABOVE (UL. #U495) SEE 9 & 10/A6.0 CAGE (SHOWN DASHED FOR CLARITY) GA OR FIRE SAFE AND FIRE SPRAY 1 1/2" COLD HEAVIER T/ MASONRY SEALANT FOR A 1 HR. FIRE 1 1/2" COLD-ROLLED ROLLED CHANNEL EL. +12'-0" CHANNEL 2"x2"x16 GA CLIP PROV. CONTIN. SOLID CONC. 3"x3"x20 GA. ANGELS 13 ANGLE-WIDTH IS BLOCK FULL HT./ WALL EA. SIDE 4'-0" O.C. A3.3 LOGISTICS CENTER 1/4" LESS THAN DO NOT FASTEN TO LAP 2" STUD WIDTH 10" CONCRETE BLOCK INTERIOR BLOCK WALL. MAX FULL WELD 7'-0" 3 PLACES (4) FRAMING WALL - SEE PLAN FOR 1/2" EXP. BOLTS @ SCREWS REQ'D REINFORCING 48" O.C. U.N.O. CLIP ANGLE - EXP. FIRESAFE BETWEEN BOLTED TO FLR. SLAB CR RUNNER 3 5/8" THRU 8" STUD STUDS & DRYWALL (FULL HEIGHT) CONTIN. 8" MTL. STUD P.C. CONC. FIN. FLOOR ANCHORED TO TOP OF WALL PANEL TYP. 1 1/2" COLD EL. 0'-0" ROLLED CHANNEL BLOCK WALL AND BRACED AS REQ'D FOR RIGIDITY 5 ROOF LADDER ELEVATION 12 LATERAL BRACING 13 LATERAL BRACING 14 GYP. BD. EXPAN. JT. 15 PARTITION DETAIL 16 PARTITION DETAIL A-3.3 SCALE: 1/4" = 1'-0" A-3.3 N.T.S. A-3.3 N.T.S. A-3.3 1 1/2"=1'-0" A-3.3 1"=1'-0" A-3.3 1 1/2"=1'-0" FASTEN GYP. BD. TO METAL STUDS, TYP. LOCATE FIRST GYP. BD PARTITION - SEE FLOOR PLAN AND PARTITION STUD 4" MAX OFF OF PRECAST. TYPES. P.C. WALL PANEL DATE DESCRIPTION 1 HR. RATED WALL PVC DOWNSPOUT UL # U495 2 1/4" MIN. DO NOT FASTEN ANGLE TO METAL STUDS 1 HR. UL RATED JOINT OVERLAP SYSTEM WW-D-0040 NOTE: 3"x3"x20 GA. ANGLES CONT. FULL PROV. OPNG. IN MAX. 1'-4" HEIGHT OF WALL EACH SIDE. BENT PL FOR C.O. FASTEN TO PRECAST AT 48" O.C. ACCESS (TYP.) VERTICALLY. COORD. LOCATION 1" WITH PLUMBER 2 1/2" 8" 8" 2 1/2" 1/4" BENT STL. PL x FLEXIBLE FIRESTOP SEALANT 4'-0" LONG EXP. BOLTED 1'-4" TYP. EACH SIDE INTO P.C. PNL. @ 2'-0" O.C. (PAINTED) FULL HEIGHT WALL RUNNER WITH MIN. 1 3/4" LEG. DO NOT FASTEN PRECAST WALL PANEL GYP. BD. TO RUNNER 17 PARTITION DETAIL 18 D.S. PROT. DETAIL PROJECT NUMBER DATABASE A-3.3 1 1/2"=1'-0" A-3.3 1"=1'-0" DRAWN BY CHECKED BY A-3.3 Packet Pg. 61  2.1.d DEVELOPER 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 PRIMARY ROOF DRAIN - SEE 4/A-4.0 (TYP.) A GENERAL CONTRACTOR SLOPE SLOPE SLOPE SLOPE SLOPE SLOPE SLOPE SLOPE SLOPE SLOPE SLOPE SLOPE SLOPE SLOPE SLOPE SLOPE B SLOPE SLOPE SLOPE SLOPE SLOPE SLOPE SLOPE SLOPE C 1/4" PER FOOT 1/4" PER FOOT 1/4" PER FOOT 1/4" PER FOOT 1/4" PER FOOT 1/4" PER FOOT 1/4" PER FOOT 1/4" PER FOOT STRUCTURAL ENGINEER D ROOF RIDGE LINE ROOF RIDGE LINE SWIFT STRUCTURAL, PLLC ROOF EXPANSION JOINT - SEE 7/A-4.0 3306 N. SACRAMENTO AVENUE CHICAGO, ILLINOIS 60618 PHONE: 773.398.4485 DESIGN FIRM NUMBER: 184-007150 E ARCHITECT SLOPE SLOPE SLOPE SLOPE SLOPE SLOPE SLOPE SLOPE DESIGN FIRM 184.008507; EXPIRATION 4.30.2023 1/4" PER FOOT 1/4" PER FOOT 1/4" PER FOOT 1/4" PER FOOT 1/4" PER FOOT 1/4" PER FOOT 1/4" PER FOOT 1/4" PER FOOT Attachment: Final ARCH LPC - Palatine_Arch_020722 (607, 613, and 623 E. Algonquin Road and 1825 S. Roselle Road) F 1320 NELSON CIRCLE WHEATON, ILLINOIS 60189 - 847.624.4425 WATER DIVERTER - SEE DETAILS COPYRIGHT O c 2021, G 8 & 9/A-4.0 (EAST WALL ONLL- TYP.) BY ARCHITECTS PLUS DESIGN STUDIO, PLLC ROOF HATCH- SEE STL. FRAMING PLAN & SHEET A-3.3 (TYP.) SLOPE SLOPE SLOPE SLOPE SLOPE SLOPE SLOPE SLOPE SLOPE SLOPE SLOPE SLOPE SLOPE SLOPE SLOPE SLOPE 23'-4" H 3'-0" ALGONQUIN ROAD, PALATINE, ILLINOIS 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 PALATINE 90 NEW OFFICE WAREHOUSE FOR: OVERALL ROOF PLAN NORTH SCALE: 1" = 30'-0" 12" HIGH INSUL. CURB W/ INTEGRAL WD. NAILER (PPT) CAST IRON STRAINER BASKET TAPER SEALANT FULL PERIMETER AND ROOF DRAIN ASSEMBLY. LOGISTICS CENTER MEMBRANE FLASHING 20 GA. GALV. METAL COLLAR & INSIDE EDGE OF P.C. PIPE COMPRESSION RING BY ROOFING CONTR. FLASHING - FASTENED TO STL. TUBE WALL PANEL - TYP. ROOF FASTENER & 1/4" PER FT. 16 GA. ANGLE CLOSURE DRAW BAND AS REQ'D PLATE (4) AROUND ALL AROUND OPNG. PIPE OPEN WEB STL. BAR JOISTS CONTIN. WELD PREFAB. MEMBRANE BOOT TAPER TAPER 1/2" PER FT. 1/2" PER FT. ROOF MEMBRANE 4 F.I.P. ANY GAPS CONTIN. WELD BTWN. PIPE & INSUL. A4.0 TYP. ROOF DRAIN AT CENTER OF TAPERED INSULATION SUMP - TAPERED INSUL. AT SEE ROOF FRAMING PLAN TAPER 2x6 PPT WD. BLOCKING FOR LOCATIONS AS REQ'D ALL AROUND 1/2" PER FT. TO DRAIN OPNG. ANCHOR TO MTL. DECK @ 24" O.C. L3x3x1/4" FRAME 1/2" PER FT. STL. ANGLE FRAME MECHANICAL PIPING- 14 GA. SUMP PAN FILLED INSUL. HORIZ. RUN (4) SIDES - SEE S-2.1 & 2.2 SEE DWGS. BY OTHERS WITH RIGID INSUL. TO SUMP PAN DATE DESCRIPTION 1 HVAC CURB DET. 2 PIPE BOOT DET. 3 MECH. PIPE BOOT DET. 4 PRIMARY ROOF DRAIN 5 NOT USED 6 ROOF DRAIN PLAN A4.0 SCALE: 1 1/2" = 1'-0" A4.0 SCALE: 1 1/2" = 1'-0" A4.0 SCALE: 3/4" = 1'-0" A4.0 SCALE: 2" = 1'-0" A4.0 SCALE: N.T.S. A4.0 SCALE: 1/2" = 1'-0" 30 DEGREE ANGLE- MFRS. STD. EXPAN. JT. 9 PITCH DIVERTER TOWARD TYP. ROOF CONST. A4 DETAIL - CENTERED OVER .0 D.S. (NOT SCUPPER)- SEE SHEET A-6.0 10 11 STL. FRAMING GAP SEE PLAN FOR ORIENTATION 2'-0" (TYPICAL) CONTIN. COMPRESSIBLE WRAP ROOF MEMBRANE OVER OVERLAP 16 GA. MTL. CLOSURE PLS. 2" 1'-0" 4"x4" & BOND W/ COMPATIBLE CLOSED CELL FOAM TUBE BONDING AGENT FASTEN TO (1) SIDE/ THE DECK ONLY. 1'-0" 2" DO NOT ATTACH THEM TO EA. OTHER LOOP MEMBRANE THRU GAP - FILL W/ COMP. INSUL. FULL PPT 4"x4"x8'-0" FASTENED IN ANY WAY. THEY MUST BE LEFT PPT 4"x4" DEPTH & WIDTH TO DECK @ 24" O.C. W/ ISOLATEDPROV. (2) ROWS/ SCREWS ROOF MEMBRANE WRAPPED OVER SATGGERED 4"x4" & BOND W/ COMPATIBLE 10'-0" BONDING AGENT (@ EACH ROOF MEMBRANE SCUPPER- TYPICAL) 4" PLATE WALL-THRU SCUPPER PROJECT NUMBER OVERLAP T/ P.C. & COPING DATABASE 7 1/2" 9" 7 1/2" DRAWN BY CHECKED BY 2'-0" 2'-0" 7 EXPANSION JT. DET. 8 WATER DIVERTER PLAN 9 WATER DIVERTER A-4.0 A4.0 SCALE: 1" = 1'-0" A4.0 SCALE: 1/4" = 1'-0" A4.0 SCALE: 1/4" = 1'-0" Packet Pg. 62  2.1.d DEVELOPER DOOR SCHEDULE DOOR HARDWARE GROUPS DOOR, FRAME & HARDWARE NOTES HARDWARE GROUP #1 2 PR BB BUTTS W/ N.R.P. (EA. LEAF) CONCEALED VERT ROD EXIT DEVICE-EA. LEAF 1. ALL DOORS INDICATED AS EXIT DOORS ON THE LIFE SAFETY PLANS 8. LOUVERS IN WOOD DOORS TO BE STAINED. CYLINDER TRIM SHALL INCLUDE HARDWARE THAT ALLOWS OPERATION & EGRESS 9. ALL DOORS TO HAVE SILENCERS, EXCEPT THOSE WITHOUT THE USE OF A KEY IN THE DIRECTION INDICATED BY WITH WEATHERSTRIPPING OR SMOKE SEALS. PULL HANDLE & PUSH BAR (EA. LEAF) THE EXIT SIGN ANRROWS, AND SHALL RELEASE WITH A FORCE NOT 10. OPENINGS TO BE RATED INCLUDE THE DOORS, FRAMES AND FLAT ALUMINUM THRESHHOLD TO EXCEED 8 1/2# FOR EXTERIOR AND 5# FOR INTERIOR DOORS. HARDWARE, FOR FIRE RATING INDICATED. DOORS AND FRAMES WEATHERSTIPPING, HEAD AND JAMBS 2. ALL DOORS AND HARDWARE SHALL COMPLY WITH THE SHALL BEAR APPROVED LABELS INDICATINDG THE RATING. DOOR BOTTOM SWEEP STATE OF ILLINOIS ACCESSIBILITY STANDARDS. 11. EXTERIOR DOORS SHALL BE PROVIDED WITH AN ANODIZED ALUMINUM MEETING EDGE ASTRAGAL 3. PAINT ALL HOLLOW METAL DOORS AND FRAMES. GENERAL CONTRACTOR THRESHOLD WITH A 1/2" MAX. HEIGHT AND BEVELED EDGE SLOPES CONCEALED CLOSER- EA. LEAF 4. GC TO VERIFY MASTER KEYING AND LEVER FUNCTION NO GREATER THAN 1:2. CUSHION STOP ON CLOSER-EA. LEAF (LOCKSETS) WITH OWNER. 12. PROVIDE ILLUMINATED EXIT SIGNS AS REQUIRED BY LOCAL CODE 5. ALL CLOSERS TO BE DELAYED ACTION TYPE. OFFICIALS AND FIR DEPARTMENT. HARDWARE GROUP #2 6. PROVIDE SOLID WOOD BLOCKING BETWEEN STUDS AT 13. PROVIDE ALL HARDWARE AS REQUIRED FOR THE NORMAL ALL WALL MOUNTED DOOR STOPS. OPERATION OF ALL DOORS. 1 1/2 PR BB BUTTS W/ N.R.P. (EA. LEAF) wLEVER HANDLE AND H.D. MORTISE LOCKSET 7. LOUVERS IN METAL DOORS TO BE PAINTED RETRACTABLE DEADBOLT FLAT ALUMINUM THRESHHOLD DETAILS DRIP CAP ACROSS HEAD FRAME DOOR FRAME FIRE ELEV. HDWE. NUMBER TYPE SIZE REMARKS WEATHERSTIPPING, HEAD AND JAMBS MATERIAL MATERIAL RATING TYPE GROUP HEAD JAMB DOOR BOTTOM SWEEP 1 FULL GLASS PR. 3'-0" x 8'-0" x 3/4" HERCULITE HERCULITE - - 0 HR. A 1 SURFACE MOUNTED CLOSER-EA. LEAF 2 FLUSH 3'-0" x 7'-0" x 1 3/4" INSUL. MTL. INSUL. H.M. 1/A-5.0 2/A-5.0 0 HR. B 2 CUSHION STOP ON CLOSER-EA. LEAF 3 FLUSH 3'-0" x 7'-0" x 1 3/4" INSUL. MTL. INSUL. H.M. 1/A-5.0 2/A-5.0 0 HR. B 2 KICK PLATE ON PUSH SIDE STRUCTURAL ENGINEER 4 FLUSH 3'-0" x 7'-0" x 1 3/4" INSUL. MTL. INSUL. H.M. 1/A-5.0 2/A-5.0 0 HR. B 2 5 FLUSH 3'-0" x 7'-0" x 1 3/4" INSUL. MTL. INSUL. H.M. 1/A-5.0 2/A-5.0 0 HR. B 2 HARDWARE GROUP #3 6 SECTIONAL 12'-0" x 14'-0" INSUL. MTL. STEEL 1/A-6.1 5/A-5.0 0 HR. C 3 3" VERTICAL LIFT TRACK 7 SECTIONAL (4) 9'-0" x 10'-0" INSUL. MTL. STEEL 2/A-6.1 6/A-5.0 0 HR. C 4 STANDARD HARDWARE & LOCK 8 FLUSH 3'-0" x 7'-0" x 1 3/4" INSUL. MTL. INSUL. H.M. 1/A-5.0 2/A-5.0 0 HR. B 2 WEATHERSTRIPPING, HEAD AND JAMBS SWIFT STRUCTURAL, PLLC 9 SECTIONAL (4) 9'-0" x 10'-0" INSUL. MTL. STEEL 2/A-6.1 6/A-5.0 0 HR. C 4 RUBBER ASTRAGAL 3306 N. SACRAMENTO AVENUE CHICAGO, ILLINOIS 60618 10 FLUSH 3'-0" x 7'-0" x 1 3/4" INSUL. MTL. INSUL. H.M. 1/A-5.0 2/A-5.0 0 HR. B 2 VISION PANEL (DRIVER'S SIDE ON EXTERIOR) PHONE: 773.398.4485 DESIGN FIRM NUMBER: 184-007150 11 SECTIONAL (4) 9'-0" x 10'-0" INSUL. MTL. STEEL 2/A-6.1 6/A-5.0 0 HR. C 4 MOTOR OPERATOR 12 FLUSH 3'-0" x 7'-0" x 1 3/4" INSUL. MTL. INSUL. H.M. 1/A-5.0 2/A-5.0 0 HR. B 2 13 SECTIONAL (4) 9'-0" x 10'-0" INSUL. MTL. STEEL 2/A-6.1 6/A-5.0 0 HR. C 4 HARDWARE GROUP #4 14 FLUSH 3'-0" x 7'-0" x 1 3/4" INSUL. MTL. INSUL. H.M. 1/A-5.0 2/A-5.0 0 HR. B 2 3" VERTICAL LIFT TRACK 15 FLUSH 4'-0" x 7'-0" x 1 3/4" INSUL. MTL. INSUL. H.M. 1/A-5.0 2/A-5.0 0 HR. B 6 STANDARD HARDWARE & LOCK 16 FLUSH 4'-0" x 7'-0" x 1 3/4" H.M. H.M. 3/A-5.0 4/A-5.0 1 HR. B 5 WEATHERSTRIPPING, HEAD AND JAMBS ARCHITECT 17 FLUSH 4'-0" x 7'-0" x 1 3/4" H.M. H.M. 3/A-5.0 4/A-5.0 1 HR. B 5 RUBBER ASTRAGAL 18 FLUSH 4'-0" x 7'-0" x 1 3/4" INSUL. MTL. INSUL. H.M. 1/A-5.0 2/A-5.0 0 HR. B 6 VISION PANEL (DRIVER'S SIDE ON EXTERIOR) DESIGN FIRM 184.008507; EXPIRATION 4.30.2023 19 FLUSH 3'-0" x 7'-0" x 1 3/4" INSUL. MTL. INSUL. H.M. 1/A-5.0 2/A-5.0 0 HR. B 2 6 20 SECTIONAL (4) 9'-0" x 10'-0" INSUL. MTL. STEEL 2/A-6.1 6/A-5.0 0 HR. C 4 HARDWARE GROUP #5 Attachment: Final ARCH LPC - Palatine_Arch_020722 (607, 613, and 623 E. Algonquin Road and 1825 S. Roselle Road) 21 FLUSH 3'-0" x 7'-0" x 1 3/4" INSUL. MTL. INSUL. H.M. 1/A-5.0 2/A-5.0 0 HR. B 2 2 PR BB BUTTS W/ N.R.P. (EA. LEAF) 22 SECTIONAL (4) 9'-0" x 10'-0" INSUL. MTL. STEEL 2/A-6.1 6/A-5.0 0 HR. C 4 STOREROOM SET wLEVER HANDLE 23 FLUSH 3'-0" x 7'-0" x 1 3/4" INSUL. MTL. INSUL. H.M. 1/A-5.0 2/A-5.0 0 HR. B 2 EXIT DEVICE ON THE PUSH SIDE (EA. LEAF) 24 SECTIONAL (4) 9'-0" x 10'-0" INSUL. MTL. STEEL 2/A-6.1 6/A-5.0 0 HR. C 4 WEATHERSTIPPING, HEAD AND JAMBS 25 FLUSH 3'-0" x 7'-0" x 1 3/4" INSUL. MTL. INSUL. H.M. 1/A-5.0 2/A-5.0 0 HR. B 2 DOOR BOTTOM SWEEP 1320 NELSON CIRCLE WHEATON, ILLINOIS 60189 - 847.624.4425 26 SECTIONAL (4) 9'-0" x 10'-0" INSUL. MTL. STEEL 2/A-6.1 6/A-5.0 0 HR. C 4 SURFACE MOUNTED CLOSER-EA. LEAF COPYRIGHT O c 2021, 27 SECTIONAL 12'-0" x 14'-0" INSUL. MTL. STEEL 1/A-6.1 5/A-5.0 0 HR. C 3 KICK PLATE ON EACH SIDE OF DOOR BY ARCHITECTS PLUS DESIGN STUDIO, PLLC 28 FLUSH 3'-0" x 7'-0" x 1 3/4" INSUL. MTL. INSUL. H.M. 1/A-5.0 2/A-5.0 0 HR. B 2 ROOM IDENTIFICATION SIGN 29 FLUSH 3'-0" x 7'-0" x 1 3/4" INSUL. MTL. INSUL. H.M. 1/A-5.0 2/A-5.0 0 HR. B 2 1 HOUR U.L. RATED 30 FLUSH 3'-0" x 7'-0" x 1 3/4" INSUL. MTL. INSUL. H.M. 1/A-5.0 2/A-5.0 0 HR. B 2 31 FLUSH 3'-0" x 7'-0" x 1 3/4" INSUL. MTL. INSUL. H.M. 1/A-5.0 2/A-5.0 0 HR. B 2 HARDWARE GROUP #6 32 FULL GLASS PR. 3'-0" x 8'-0" x 3/4" HERCULITE HERCULITE - - 0 HR. A 1 2 PR BB BUTTS W/ N.R.P. (EA. LEAF) 33 FLUSH 3'-0" x 7'-0" x 1 3/4" INSUL. MTL. INSUL. H.M. 1/A-5.0 2/A-5.0 0 HR. B 2 wLEVER HANDLE AND H.D. MORTISE LOCKSET RETRACTABLE DEADBOLT 34 FLUSH 3'-0" x 7'-0" x 1 3/4" INSUL. MTL. INSUL. H.M. 1/A-5.0 2/A-5.0 0 HR. B 2 EXIT DEVICE ON THE PUSH SIDE (EA. LEAF) 35 FLUSH 3'-0" x 7'-0" x 1 3/4" INSUL. MTL. INSUL. H.M. 1/A-5.0 2/A-5.0 0 HR. B 2 FLAT ALUMINUM THRESHHOLD 36 FLUSH 3'-0" x 7'-0" x 1 3/4" INSUL. MTL. INSUL. H.M. 1/A-5.0 2/A-5.0 0 HR. B 2 DRIP CAP ACROSS HEAD FRAME 37 FLUSH 3'-0" x 7'-0" x 1 3/4" INSUL. MTL. INSUL. H.M. 1/A-5.0 2/A-5.0 0 HR. B 2 WEATHERSTIPPING, HEAD AND JAMBS 38 FLUSH 3'-0" x 7'-0" x 1 3/4" INSUL. MTL. INSUL. H.M. 1/A-5.0 2/A-5.0 0 HR. B 2 DOOR BOTTOM SWEEP 39 FLUSH 3'-0" x 7'-0" x 1 3/4" INSUL. MTL. INSUL. H.M. 1/A-5.0 2/A-5.0 0 HR. B 2 SURFACE MOUNTED CLOSER-EA. LEAF 40 FLUSH 3'-0" x 7'-0" x 1 3/4" INSUL. MTL. INSUL. H.M. 1/A-5.0 2/A-5.0 0 HR. B 2 CUSHION STOP ON CLOSER-EA. LEAF 41 FLUSH 3'-0" x 7'-0" x 1 3/4" INSUL. MTL. INSUL. H.M. 1/A-5.0 2/A-5.0 0 HR. B 2 KICK PLATE ON PUSH SIDE PERMANENT ROOM IDENTIFICATION SIGNAGE ALGONQUIN ROAD, PALATINE, ILLINOIS PALATINE 90 NEW OFFICE WAREHOUSE FOR: PUSH SIDE SURFACE OF DOOR CONC BLK WALL W/ DUR-O-WALL WITHIN 10" OF FIN. FLR. TO REINF EVERY 2ND BLK COURSE 1'-6" SEE PLAN 1'-6" LOGISTICS CENTER HAVE A SMOOTH SURFACE FULL PERMANENT SIGN LOCATION N.T.S. N.T.S. WIDTH OF DOOR. TO BE ADJACENT TO LATCH SIDE OF DOOR MOUNTED AS P.C. CONC. WALL 1" INSULATED SHOWN. - PROV. CONCEALED (3) ADJUSTABLE STRAP ANCHORS TINTED GLASS WOOD BLOCKING AS NEEDED. F.I.P. SOLID @ FRAMES PER JAMB MORTARED SOLID INTO WALL P.C. CONC. (TEMPERED) 1/4" SHIM WALL PANEL 5 3/4" H.M. FRAME (PTD) W/ (3) 1/2" COUNTER SUNK EXP/ BOLT STEEL LINTEL - SEE LINTEL ANCHORS & SLEEVES @ EACH SCHED. (PAINT EXPOSED CLEAR GLASS JAMB - DIMPLE JAMB @ ANCHOR PORTION) VISION PANELS 2" FILL & GRIND SMOOTH 4" 5 3/4" H.M. FRAME GROUTED SOLID (FRAME PAINTED) 3" 1" DOOR OPNG SEALANT INSIDE & OUT ALL 1" DOOR OPNG AROUND FRAME (COLOR SEALANT EA. SIDE ALL DOOR TRACK TO MATCH FRAME) AROUND FRAME (COLOR 8" DIA. CONC. FILLED STD. OVHD DR - SEE 5'-0" TO MATCH FRAME) STL. PIPEGUARD x 8'-0" LONG 10" MTL. DRIP FLASHING DOOR OPNG 2" 1/4" SHIM SCHEDULE EQ. 5 3/4" EQ. (PTD. TO MATCH EQ. 5 3/4" EQ. DOOR OPNG 2" EMBED 3'-0" INTO 18" DIA. x 3'-6" DEEP CONC. BASE CONTIN. FRAME) - TYP. P.C. OPNG. WEATHERSTRIP A B C DATE DESCRIPTION DOOR ELEVATION TYPES WALL MTD. SIGNAGE 1 HEAD DETAIL 2 JAMB DETAIL 3 HEAD DETAIL 4 JAMB DETAIL 5 JAMB DETAIL SCALE: 1/4" = 1'-0" SCALE: 1/4" = 1'-0" A-5.0 SCALE: 1 1/2" = 1'-0" A-5.0 SCALE: 1 1/2" = 1'-0" A-5.0 SCALE: 1 1/2" = 1'-0" A-5.0 SCALE: 1 1/2" = 1'-0" A-5.0 SCALE: 1 1/2" = 1'-0" STL. TRACK GUARD EA. SIDE DOOR TRACK OVHD. DOOR CONTIN. 1" WEATHERSTRIPPING RUBBER DOCK BUMPER EACH SIDE PROJECT NUMBER DATABASE DRAWN BY DOCK SEAL CHECKED BY 6 A-5.0 JAMB DETAIL SCALE: 1 1/2" = 1'-0" A-5.0 Packet Pg. 63  2.1.d DEVELOPER 4 C L 4 C L A6.2 A6.2 T/P.C. PANEL T/P.C. PANEL EL. SEE ELEVS. EL. SEE ELEVS. T/ DECK BEARING T/ DECK BEARING TYP. ROOF CONSTRUCTION EL. SEE ROOF FRAMING EL. SEE ROOF FRAMING RHINOBOND SINGLE- PLY MEMBRANE C C ROOF (60 MIL) ON (2) LAYERS OF 2.6" C C L L RIGID POLYSIO. ROOF INSULATION L L 4 4 (LTTR=30) ON 1 1/2" 22 GA. (U.N.O.) WIDE 3 3 A6.2 A6.2 RIB MTL. ROOF DECK ON OPEN WEB STL. GENERAL CONTRACTOR A6.2 A6.2 BAR JOISTS. 2" 2" T/P.C. PANEL T/P.C. PANEL T/P.C. PANEL T/P.C. PANEL T/ PRECAST PANEL EL. SEE ELEVS. EL. SEE ELEVS. EL. SEE ELEVS. 4" EL. SEE ELEVS. 4" ELEV. +41'-10" T/ DECK BEARING T/ DECK BEARING 5 5 A6.2 A6.2 EL. SEE ROOF FRAMING EL. SEE ROOF FRAMING HORIZ. JOIST T/ JST. BRG. BRIDGING EL. SEE ROOF FRAMING T/ JST. BRG. EL. SEE ROOF FRAMING OPEN WEB STL. BAR JOIST SEE STL. FRAMING PLAN STRUCTURAL ENGINEER 6 A6.2 SWIFT STRUCTURAL, PLLC 3306 N. SACRAMENTO AVENUE CHICAGO, ILLINOIS 60618 PHONE: 773.398.4485 DESIGN FIRM NUMBER: 184-007150 3'-0" TYP. CLERESTORY WINDOW 1" THK. INSUL. (1/4"-1/2"-1/4") TINTED GLASS IN CLEAR ANODIZED ALUM. THERMAL- BROKEN STOREFRONT FRAMING SYSTEM W/ MFR'S STD THERMA–L-BROKEN 7 SILL FLASHING ARCHITECT A6.2 DESIGN FIRM 184.008507; EXPIRATION 4.30.2023 Attachment: Final ARCH LPC - Palatine_Arch_020722 (607, 613, and 623 E. Algonquin Road and 1825 S. Roselle Road) 1320 NELSON CIRCLE WHEATON, ILLINOIS 60189 - 847.624.4425 COPYRIGHT O c 2021, BY ARCHITECTS PLUS DESIGN STUDIO, PLLC EXTENT OF FORMLINER EXTENT OF FORMLINER EXTENT OF FORMLINER NOTE: 41'-0" P.C. CONTR. TO PROVIDE ALL SHORING, BRACING, & DEADMEN ANCHORS TO RESIST HORIZONTAL SHEAR & WIND LOADS UNTIL MTL. ROOF DECK IS SECURED IN PLACE & ALL PANELS HAVE BEEN ERECTED. EACH PANEL SHALL BE FULLY BRACED. ALGONQUIN ROAD, PALATINE, ILLINOIS 30'-0" PALATINE 90 NEW OFFICE WAREHOUSE FOR: 3'-0" 6 FORMLINER A6.2 3'-0" 2" 1'-9 1/2" 2" 1/2" 2" 1'-9 1/2" 2" 1/2" T/P.C. OPNG. T/P.C. OPNG. OMIT FORMLINER EL. +12'-0" EL. +12'-0" LOGISTICS CENTER TYP. PUNCHED WINDOW CONSTR. 6'-10" 6'-10" 12'-0" 12'-0" 1" THK. INSUL. (1/4"-1/2"-1/4") TINTED GLASS IN CLEAR 11'-0" 11'-0" ANODIZED ALUM. THERMAL- BROKEN STOREFRONT FRAMING SYSTEM W/ MFR'S STD THERMA–L-BROKEN SILL FLASHING 2" 2" 2'-7 1/2" 2'-7 1/2" DATE DESCRIPTION 1/2" PREMOLDED EXPANSION JOINT 7 A6.2 TYP. WAREHOUSE FLOOR CONSTR. SEE FLOOR PLAN 2" 2" FIN. FLR. EL. 0'-0" 1/2" 1/2" 1/2" 1/2" 2" PERIMETER RIGID INSULATION TYP. P.C. PANEL CONNECTION TO TRENCH FOOTING. SEE FDN. PLAN. TRENCH FOOTING - SEE FDN. PLAN. PROJECT NUMBER DATABASE DRAWN BY 1 WALL SECTION 2 WALL SECTION 3 WALL SECTION 4 WALL SECTION 5 WALL SECTION 6 WALL SECTION CHECKED BY A6.0 SCALE: 1/2" = 1'-0" A6.0 SCALE: 1/2" = 1'-0" A6.0 SCALE: 1/2" = 1'-0" A6.0 SCALE: 1/2" = 1'-0" A6.0 SCALE: 1/2" = 1'-0" A6.0 SCALE: 1/2" = 1'-0" A-6.0 Packet Pg. 64  2.1.d DEVELOPER C L C L C L 3 3 3 A6.2 A6.2 A6.2 T/P.C. PANEL T/P.C. PANEL T/P.C. PANEL C TYP. ROOF CONSTRUCTION C EL. SEE ELEVS. 4" EL. SEE ELEVS. 4" EL. SEE ELEVS. 4" L L 3 3 GENERAL CONTRACTOR A6.2 A6.2 T/P.C. PANEL T/P.C. PANEL JST. BRG. JST. BRG. JST. BRG. EL. SEE ELEVS. EL. SEE ELEVS. EXTENT OF FORMLINER EXTENT OF FORMLINER EL. VARIES. SEE ROOF EL. VARIES. SEE ROOF EL. VARIES. SEE ROOF T/ JST. BRG. FRAMING PLAN FRAMING PLAN FRAMING PLAN EL. SEE ROOF FRAMING JST. BRG. EL. VARIES. SEE ROOF FRAMING PLAN OPEN WEB STL. BAR JOIST SEE STL. FRAMING PLAN STRUCTURAL ENGINEER SWIFT STRUCTURAL, PLLC 3306 N. SACRAMENTO AVENUE CHICAGO, ILLINOIS 60618 PHONE: 773.398.4485 DESIGN FIRM NUMBER: 184-007150 ARCHITECT DESIGN FIRM 184.008507; EXPIRATION 4.30.2023 Attachment: Final ARCH LPC - Palatine_Arch_020722 (607, 613, and 623 E. Algonquin Road and 1825 S. Roselle Road) 22'-0" 1320 NELSON CIRCLE WHEATON, ILLINOIS 60189 - 847.624.4425 COPYRIGHT O c 2021, BY ARCHITECTS PLUS DESIGN STUDIO, PLLC EXTENT OF FORMLINER 36'-0" ALGONQUIN ROAD, PALATINE, ILLINOIS CONTIN. HORIZ. REVEAL PALATINE 90 HOLD BACK INSULATION NEW OFFICE WAREHOUSE FOR: BOT./CONC. PANEL 2" 6" ALL AROUND OPENING EL. 14'-0" OMIT FORMLINER 1'-0" FORMLINER CHAMFER EDGE 2" CONTINUOUS "V" GROOVE DRIP 1'-0" 2" 3'-0" 3'-0" EDGE PRECAST MANFR. TO PROVIDE 1'-0" 2" PREFIN. INSUL MTL. SMOOTH FACED FINISH @ SEALANT OVHD. DOOR IN 1'-0" 3" VERTICAL LIFT BOT./CONC. PANEL TRACK 2" INSULATED METAL OVERHEAD EL. 10'-0" DOOR IN 3" VERT. TRACK WITH WEATHERSTRIIPPING AND DOCK SEAL MTD. TO CONC. LOGISTICS CENTER HEAVY DUTY HIGH LIFT DOOR TRACK PNL. PER MFR. REQMTS. EXPANSION BOLTED TO PRECAST PANEL PER MANFR. REQUIREMENTS. PROV. CONTIN. V- GROOVE (PAINTED) DRIP CAST INTO CONC. PROVIDE SMOOTH FORMED FIN. @ JAMB & 6" CONCRETE FILLED STEEL HEAD OF OPNG. PIPE BOLLARD WITH CROWNED TOP - TROWELED SMOOTH - 48" HIGH BENT STL. PL. 11'-0" 11'-0" 10'-0" PAINTED - x 7'-0" L. EMBEDDED TRACK GUARD BOLTED 3'-0' INTO 18" DIA. CONCRETE TO WALL & FLOOR PIER - BOTH SIDES (TYP.) 1'-6" 5 6 A5.0 A5.0 RUBBER ASTRAGAL 1/2' NOTCH 1/2" EXT. GRADE PLYWOOD ON DOCK LEVELERS & BUMPERS BY 2x4 PPT WOOD FRAMING @ 16" O.C. DATE DESCRIPTION DOCK LEVELER MANFR. TAPCON SCREWED INTO SIDE & BOT. RUBBER ASTRAGAL PIT STEEL FRAMES BY STEEL OF PIT (PLYWOOD PTD. W/ EXT. CONTR. - INSTALLED BY CONC. GRADE PAINT) ALIGN PLYWOOD CONTR. WITH FACE OF DOCK DOOR (TYP.) FIN. FLR. EL. 0'-0" VERIFY WITH CONCRETE APRON ON COMPACTED GRANULAR 2" THICK x 36" DEEP GEN. CONTR. BASE - SEE CIVIL DWGS. CONTINUOUS RIGID 1/2" PREMOLDED CONCRETE APRON ON EXPANSION JOINT BENT BARS- COMPACTED GRANULAR SEE FLOOR PLAN BASE - SEE CIVIL DWGS. TRENCH FOOTING - COMPACTED GRANULAR SEE FDN. PLAN BACK FILL 2" RIGID INSULATION PROJECT NUMBER DATABASE DRAWN BY 1 WALL SECTION - D.I.D. 2 WALL SECTION - DOCK 3 WALL SECTION 4 WALL SECTION 5 WALL SECTION CHECKED BY A6.1 SCALE: 1/2" = 1'-0" A6.1 SCALE: 1/2" = 1'-0" A6.1 SCALE: 1/2" = 1'-0" A6.1 SCALE: 1/2" = 1'-0" A6.1 SCALE: 1/2" = 1'-0" A-6.1 Packet Pg. 65  2.1.d DEVELOPER C L C L T/ P.C. PANEL T/ P.C. PANEL 4" 1" 1" EL. SEE ELEVS. EL. SEE ELEVS. 6" MIN. 6" MIN. 4'-0" T/ DECK BEARING T/PC PANEL 4" T/PC PANEL EL. SEE ROOF FRAMING SEE ELEVATIONS SEE ELEVATIONS 9 9 TYP. PREFIN. MTL. COPING CONST. A6.2 A6.2 CONTINUOUS SEALANT 24 GA. PREFIN GALV. MTL. COPING ADHERE MEMBRANE TO BOT./ P.C. PANEL BOT./ P.C. PANEL COLOR TO MATCH METAL W/ CONTIN. HOLD DN. CLIP ON P.C. WALL PANEL. GENERAL CONTRACTOR EL. +40'-11 1/2" EL. +40'-11 1/2" CONTIN CUT 2x PPT WD NAILER 5 1/2" TYP. ROOF CONSTRUCTION (SHIM AS REQ'D.) FASTEN WITH T/ P.C. PANEL T/ P.C. PANEL 1/2" EXP. ANCHORS AT 48" O.C. EL. +40'-11" EL. +40'-11" MAX. TO TOP OF PC PNL. T/ DECK BEARING (STAGGERED) - TYP. T/ JST. BRG. EL. SEE ROOF FRAMING EL. SEE ROOF FRAMING CONTIN. L2 1/2x 2 1/2x 1/4 DECK SHEAR ANGLE. TYP. HORIZ. JOIST BRIDGING T/DECK BRG. ANGLE ELEV. VARIES- JOIST BRG. SEE ROOF FRAMING PLAN ELEV. VARIES- SEE ROOF FRAMING PLAN CONTINUOUS STEEL ANGLE BY PRECAST MANUFACTURER TO BE DESIGNED FOR +/- 350 PLF CONTINUOUS EMBEDDED PERPENDICULAR TO THE FACE STRUCTURAL ENGINEER INSULATED PRECAST OF PRECAST PANEL. SEE ROOF STEEL ANGLE W/ STIFFENERS CONC. PANEL (STAINED) FRAMING PLANS FOR SHEAR AT DISCONTINUOUS ENDS BY PRECASTER FORCES PARALLEL TO FACE OF PANEL. SWIFT STRUCTURAL, PLLC 3306 N. SACRAMENTO AVENUE CONTIN. TERMINATION BAR ACHORED CHICAGO, ILLINOIS 60618 TO PRECAST- PROV. CONTIN. SEALANT PHONE: 773.398.4485 ALONG TOP & BOT. EDGE & FULL DEPTH DESIGN FIRM NUMBER: 184-007150 OF P.C. JOINT CHAMFERS (TYP.) 11 A6.2 6 A6.2 3 JOIST BEARING 4 DECK BEARING A6.2 SCALE: 1 1/2" = 1'-0" A6.2 SCALE: 1 1/2" = 1'-0" 1/2" T/ MULLION T/ MULLION EL. +30'-0 1/2" SPANDREL EL. +30'-0" SPANDREL BOT/ P.C. PANEL 4" 4 1/2" 1" ARCHITECT EL. +28'-11" THERMALLY BROKEN SILL FLASHING T/ MULLION T/ MULLION BY WINDOW MANUF. SET IN 2 DESIGN FIRM 184.008507; EXPIRATION 4.30.2023 EL. +28'-0" EL. +28'-0" BEADS OF CONTIN. SEALANT. 1/2" SHIM SPACE WITH BACKER ROD AND SEALANT SLOPE PRECAST AND FLASHING Attachment: Final ARCH LPC - Palatine_Arch_020722 (607, 613, and 623 E. Algonquin Road and 1825 S. Roselle Road) T/ REVEAL ALL AROUND - BOTH SIDES 1/2" EL. SEE SECTIONS 2" 1/2" B/ P.C. OPENING T/ P.C. OPENING EL. SEE SECTIONS EL. SEE SECTIONS 2" 1/2" 1320 NELSON CIRCLE DRIP CAP BY WDW. MFR. WHEATON, ILLINOIS 60189 - 847.624.4425 TO MATCH FRAME CONTIN. .040 ANOD. ALUM. SILL FLASHING W/ HEMMED EDGE COPYRIGHT O c 2021, CONTIN. ACCENT REVEAL TURNED UP 1" SET IN CONTIN. BY ARCHITECTS PLUS DESIGN STUDIO, PLLC SEE ELEV's. FOR LOCATIONS MASTIC. 4" 4 1/2" 1" STL. HAUNCH & GIRT- STL. HAUNCH & GIRT- SEE STRUCTURAL SEE STRUCTURAL 5 P.C. REVEAL 6 WINDOW HEAD 7 WINDOW SILL T/ MULLION & GIRT T/ MULLION & GIRT A6.2 SCALE: 1 1/2" = 1'-0" A6.2 SCALE: 1 1/2" = 1'-0" A6.2 SCALE: 1 1/2" = 1'-0" EL. +20'-0" EL. +20'-0" 4" 4 1/2" 1" P.C. PANEL THERMALLY BROKEN SILL FLASHING 1/2" BY WINDOW MANUF. SET IN 2 BEADS OF CONTIN. SEALANT. CONTIN. SEALANT & BACKER 1/2" PREMOLDED EXPANSION ROD. TYP. JOINT - EXTEND TO TOP OF TRENCH FOOTING T/HORIZ. REVEAL 1/2" 1" 1/2" 6'-0" FIN. FLOOR EL. SEE SECTIONS 1/2" ALGONQUIN ROAD, PALATINE, ILLINOIS TO FACE OF P.C. OPEN AIR SCUPPER W/ HEMMED EL. +0'-0" DRIP EDGE EA. SIDE OF CANOPY. PALATINE 90 3'-0" NEW OFFICE WAREHOUSE FOR: CANOPY ROOF - 60 MIL TPO MEMBRANE FULLY ADHERED TO 1 1/2" POLYISO FIN. GRADE. RIGID INSUL. ON 1 1/2" 22 GA. MTL. SEE CIVIL DWGS. 8 1/4" 1'-0" DECK ON STL. HSS BEAMS - SEE STRUCT. STL. HAUNCH & GIRT- STL. HAUNCH & GIRT- T/ MULLION SEE STRUCTURAL T/ MULLION SEE STRUCTURAL EL. +12'-0" EL. +12'-0" T/ STL. GIRT T/ STL. GIRT EL. +11'-3" EL. +11'-3" 1'-5" 5 1/2" T/ MULLION EL. +10'-0" PROV. FLUTE FILLER MIN. 1'-0" FROM FACE OF STOREFRONT 8 WINDOW SILL 9 P.C. SPANDREL JT. A6.2 SCALE: 1 1/2" = 1'-0" A6.2 SCALE: 3" = 1'-0" LOGISTICS CENTER FULL DEPTH & LENGTH BATT 5 3/4" INSULATION (TYP.) PREFIN. COMPOSITE ALUM. FASCIA & SOFFIT PANELS ON 18 GA. MTL. FRAMING @ 16" O.C. TYP. METAL COPING 24 GA. PREFIN. MTL. TYPICAL STOREFRONT SYSTEM SCUPPER SLEEVE 1" (1/4", 1/2", 1/4") INSUL TINTED HSS STL. COLUMN - GRIND SMOOTH & PAINT. BEYOND - RETURN TO BACK HEMMED OVER A GLASS IN THERMALLY BROKEN TNEMIC COATING (ZINC/EPOXY/URETHANE) FACE OF WALL MOUNTING FRAME ON ANOD. ALUM. SSG FRAMING SYSTEM W/ SSPC-6 SURFACE PREPARATION. THE EXTERIOR SURFACE (RENIF. FRAMES AS REQ'D FOR SPANS (TYP.) SEE ELEVATIONS FOR LOCATION OF SSG FRAMES (SHOWN DASHED) T/ MULLION T/ MULLION 2x PPT WD. BLOCKING EL. +3'-0" EL. +3'-0" - FASTENED W/ 1/4" RAWL SELF ADHERING EPDM SPIKES IN (2) ROWS COVERSTRIP MEMBRANE 8 8 TYP. ROOF CONSTR. DATE DESCRIPTION A6.2 A6.2 T/ P.C. PANEL EL. +39'-3 1/4" @ WEST WALL EL. +38'-3 3/4" @ EAST WALL T/FIN. FLR. EL.+0'-0" 24 GA. GALV. CLEAT CONTIN. BUTYL ADHESIVE STRIP 1/2" PREMOLDED 2" THICK x 36" DEEP 1/2" PREMOLDED 2" THICK x 36" DEEP JOIST BRG. EXPANSION JOINT CONTINUOUS RIGID EXPANSION JOINT CONTINUOUS RIGID SEE STRUCT. DRWGS TRENCH FOOTING - TRENCH FOOTING - SEE FDN. PLAN SEE FDN. PLAN VERIFY SCUPPER CONSTRUCTION DETAILS W/ROOFING MANUFACTURER -INTENT OF DETAIL IS TO PROVIDE A WATER-TIGHT SCUPPER THAT IS IN COMPLIANCE W/MFR'S REQMTS. PROJECT NUMBER FOR SPECIFIED WARRANTY DATABASE DRAWN BY 1 WALL SECTION - ENTRY 2 WALL SECTION SCALE: - ENTRY 10 OPEN AIR SCUPPER CHECKED BY A6.2 SCALE: 1/2" = 1'-0" A6.2 1/2" = 1'-0" A6.2 SCALE: 1 1/2" = 1'-0" A-6.2 Packet Pg. 66  2.1.d DEVELOPER ARCHITECTURAL & STRUCTURAL SPECIFICATIONS FREQUENCY SECTION LAW AND COMPLIANCE CONTINUOUS PERIODIC COLD FORMED METAL DECK (AISI S240) DIVISION 1 GENERAL REQUIREMENTS INSTALLATION SECTION 02511 ASPHALT PAVING All materials used, and work performed will be in compliance with all current laws of the: SECTION 01000 PROJECT REQUIREMENTS 1. Inspect substrates and report unsatisfactory conditions in writing. 8. Material verification tasks (prior to installation): 2. Do not proceed with installation until unsatisfactory conditions have been SUMMARY Municipality of Palatine a. Product identification. County of Cook b. Verify compliance of connectors. corrected. Any finishes or subsequent installations over unsatisfactory 1. Provide hot mixed asphalt paving over prepared sub base. SUMMARY substrates shall be replaced by the Contractor at no additional cost to the State of Illinois c. Document acceptance or rejection of cold-formed steel structural members 2. Provide submittals per Section 01000 and provide field testing for AC and connectors. 1. The project consists of the construction of a new warehouse and office Owner. paving thickness & compaction or any other authority having lawful jurisdiction. 9. Material verification tasks (after installation): building with precast concrete exterior walls, steel truss girders, open web 3. Take field measurements prior to fabrication where practical. Form to a. Product identification. steel joists with metal roof deck, insulation and membrane roof system. required shapes and sizes with true edges, lines and angles. Provide inserts PRODUCTS DIVISION 0 CONTRACT REQUIREMENTS b. Verify compliance of connectors. c. Document acceptance or rejection of cold-formed steel structural members 2. The Work includes Grading, Drainage and Sitework including a new and templates as needed for work of other trades. 1. Asphalt-Aggregate Mixture: Plant-mixed, hot-laid asphalt-aggregate and connectors. truckwell, parking, landscaping, precast foundation, exterior precast 4. Install materials in strict accordance with manufacturer's instructions and approved submittals. mixture, APWA Section 34, Class B Illinois. SECTION 00700 GENERAL CONDITIONS 10. Inspection of welding (prior to welding): concrete walls, roll-up and man doors, dock equipment and finishes as indicated A. Total pavement thickness; asphalt concrete a. WPS available. in the Contract Documents. 5. Install materials in proper relation with adjacent construction with proper GENERAL CONTRACTOR b. Manufacturer certifications for welding consumables available. appearance. 1) to 2 inches: type B, max. 1/2 inch aggregate THE CONTRACTOR SHALL c. Material identification (type/grade). PROJECT REQUIREMENTS 6. Restore units damaged during installation. Replace units which cannot be 2) greater than 2 inches; type B, max. 3/4 inch aggregate-Top 2" 1. Provide all labor, materials, equipment transportation, storage, and service d. Check welding equipment. 11. Inspection of welding (during welding): restored at no additional cost to the Owner. lift minimum to be 1/2 inch aggregate necessary to properly complete the Work. 1. Contractors Use of Premises and Adjacent Facilities: Contractor to 7. Read and follow all referenced I.C.B.O. reports for installation of items 2. Prime Coat: Cutback asphalt. a. Use of qualified welders. 2. Prior to beginning construction: b. Control and handling of welding consumables. coordinate construction yard and site access with the Owner. Contractor to shown. Alternate methods of construction may be submitted for approval to 3. Tack Coat: Emulsified-asphalt, grade SS-1 conforming to APWA Section 34, A. Review the Drawings and Specifications, inspect the site and verify c. Environmental conditions (wind speed, moisture, temperature). erect construction fence after rough grading work is completed. the project Architect with applicable I.C.B.O. reports. Class B Illinois. all dimensions and existing conditions. d. WPS followed. Contractor is not to disturb or encroach upon neighboring properties. 4. Herbicide Treatment: Du Pont Oust or approved equivalent. B. File a statement with the Owner identifying any conflicts with the 12. Inspection of welding (after welding): Materials 5. Pavement Markings: Epoxy modified alkyd-resin type paint, AASHTO M 248, Drawings and Specifications, any omissions or errors in the Drawings a. Verify compliance of welds. PERMITS Type 1. Dunn Edwards Vin-l-Stripe W-801. Blue at handicapped areas, and Specifications and any discrepancies between the design and job b. Welds meet visual acceptance criteria. 1. All materials and equipment shall be new and unused products unless 1. Apply for, obtain, and pay for building permits, and utility company white elsewhere, unless otherwise noted. site conditions. If the Contractor finds no such conflicts, errors, c. Verify repair actiVities. expressly reviewed and approved by the Architect in writing that specific d. Document acceptance or rejection of welded connections. backcharges required to perform the Work. Submit copies to the Owner. 6. Aggregate Base: Class II, conforming to APWA Section 34, Class B omissions, or discrepancies, Contractors statement shall so state. The products may be used in the construction. 13. Inspection of mechanical fastening (prior to fastening): Illinois. Owner reserves the right to require the Contractor to remove Work 2. The Architect does not specify or recommend the use or installation of any a. Mech. fastener manufacturer installation instructions available for mech. fasteners INTENT material or equipment which is made from or which contains asbestos for use 7. Concrete Materials: Conform to APWA Section 34, Class B Illinois. completed prior to submitting above statement. b. Proper tools available for mech. fastener installation. 1. Drawings and Specifications are intended to provide the basis for proper in the construction of this project. Any party installing or using such material 3. The Contractor acknowledges that: c. Proper storage for mech. fasteners. INSTALLATION A. Construction Documents are schematic, two dimensional 14. Inspection of mechanical fastening (during fastening): completion of the Project suitable for the intended use of the Owner. or equipment shall be solely responsible for all injuries, damages, or representations of the proposed Work utilizing scaled drawings and a. Mech. fastener are positioned as required. 2. Items not expressly set fourth but which are reasonably implied or liabilities of any kind, caused by the use of such materials or equipment. The 1. Comply with Geotech Report as per Section 02200 & APWA Section 34 b. Mech. fasteners are installed in accordance with manufacturer's instructions. provisions of this note shall apply unless expressly waived in writing by Class B. details. Construction of the proposed Work in three dimensions at full necessary for the proper performance of the Work shall be included. 15. Inspection of mechanical fastening (after fastening): size can be expected to reveal job site conditions and problems 3. Details marked "TYPICAL" or "TYP" shall apply in all cases unless the Architect. 2. Herbicide Treatment: Comply with manufacturers written application a. Verify compliance of mech. fasteners. which could not be reasonably delineated. b. Repair activities specifically indicated otherwise. instructions. STRUCTURAL ENGINEER 4. The Contractor shall provide: c. Document acceptance or rejection of mechanically fastened connections. CLOSE - OUT 3. Tack Coat: Apply to existing asphalt-concrete surfaces and vertical A. Prior to construction, locate and leave undisturbed utility lines OPEN WEB STEEL JOISTS AND JOIST GIRDERS (IBC 1705.2.3) COORDINATION 1. Prepare punch list for remaining work for review by the Architect. surfaces of existing pavements, curbs, gutters, structures, and construction including gas, water, sewer, storm, telephone lines. Any work on 1. Coordinate the work of all trades. 2. Complete the punch list items promptly at no additional cost to the Owner. joints to which pavement is to be applied. Apply at 1/10 gallon per square 16. Installation of open web steel joists and joist girders: yard conforming with APWA Section 34, Class B Illinois. a temporary or permanent basis must be accomplished without loss a. End connections - welding or bolted. 2. Prepare coordination drawings for areas above ceilings where close 3. Submit accurate record documents of the site and building. Submit record of service. 4. Asphalt Concrete: compact to 95% minimum relative compaction. b. Bridging - horizontal or diagonal. tolerances are required between building elements and mechanical and documents (drawings) on reproducible media. Include dimensioned locations B. Provide all temporary protection as required for safety, and comply with all O.S.H.A. requirements for applicable safety standards. CONCRETE (TABLE 1705.3) electrical work. 3. Verify location of utilities and existing conditions. Notify Architect of of site utilities and utilities concealed by construction, changes in the Work by Change Order, and addenda. Submit record specifications with SECTION 02700 DRAINAGE SWIFT STRUCTURAL, PLLC a temporary or permanent basis must be accomplished without loss 1. Inspection of reinforcing steel, including prestressing tendons & placement. conditions differing from those indicated on the drawings. annotations of revisions and changes. Submit record product data and 3306 N. SACRAMENTO AVENUE of service. 2. Inspection of reinforcing steel welding in accordance with table 1705.3 - 2. 4. Verify dimensions on drawings with dimensions at the project. Do not scale listing of products used. Provide one copy record specifications and three SUMMARY CHICAGO, ILLINOIS 60618 3. Inspection of anchors cast in concrete. PHONE: 773.398.4485 C. Keep site free from accumulations of rubbish and waste materials at all times. Drawings. of record submittals. 1. Provide storm drain system. 4. Inspection of anchors Installed in hardened concrete.. DESIGN FIRM NUMBER: 184-007150 Subcontractors are to remove and dospose of their rubbish on a daily basis 5. Verify use of required design mix. 4. Submit three copies of operating manuals, maintenance manuals & warranty at the completion of daily waork. Provide a final cleaning, disposal of all tools, 6. At the time fresh concrete is sampled to fabricate specimens for strength tests, CUTTING AND PATCHING certificates. PRODUCTS equipment, surplus materials and rubbish pertaining to his work. perform slump & air content tests, and determine the temperature of the concrete. 5. Obtain and submit occupancy permits. 1. Provide cutting and patching work to properly complete the project. 1. Storm Drain Piping: Contractors option, provide one of the following: D. Each and every contractor and subcontractor performing work at the 7. Inspection of concrete & shotcrete placement for proper application techniques. 6. Train Owner in use and operation of building systems. 8. Inspection for maintenance of specified curing temperature & techniques. 2. Do not remove or alter structural components without written approval. A. Reinforced Concrete Pipe (RCP): Class III, conforming to ASTM C76. of the project to which this contract relative, shall comply with 7. Remove temporary facilities and provide final cleanup. 9. Inspection of prestressed concrete: 3. Cut with tools appropriate for materials to be cut. 1) Joints: Either rubber gasket, ASTM C443 or mortar. applicable provisions of all pertinent federal and state Labor Laws. a. Application of prestressing forces. 4. Patch with materials and methods to produce a patch which is not visible 5. The Contractor shall provide all required building permits are included. B. Polyvinyl Chloride Pipe (PVC): Bell and spigot pipe, ASTM D3304, from a distance of five feet. b. Grouting of bonded prestressing tendons in the seismic force resisting system. 10. Erection of precast concrete members. 5. Do not cut and patch in a manner that would result in failure of the Work to DIVISION 2 SITE WORK SDR-35. CHANGES IN WORK 11. Inspect formwork for shape, location & dimensions of the concrete being formed. perform as intended, decrease fire performance, decrease acoustical (Refer to Civil & Landscape drawings for additional information. Civil & Landscaping C. Structures: Provide drainage structures as detailed on the drawings ARCHITECT 1. Change orders: SOILS (TABLE 1705.6) performance, decrease energy performance, decrease operational life, or notes shall take precedence over these specifications.) INSTALLATION A. The contractor shall not deviate from the Construction Documents decrease safety factors. DESIGN FIRM 184.008507; EXPIRATION 4.30.2023 1. Verify materials below shallow foundations are adequate to achieVe the design without first obtaining a written Change Order from the Owner 1. Comply with manufacturers written instructions. authorizing such deviation. bearing capacity. 2. Verify excaVations are extended to proper depth & haVe reached proper material. FIELD ENGINEERING SECTION 02100 SITE CLEARING 2. Upon completion of backfilling and compaction of the PVC piping, test the 3. Perform classification and testing of compacted fill materials. pipe for deflection by pulling a properly sized mandrel through the line 1. Verify and locate utilities, existing facilities, and equipment. SUMMARY Attachment: Final ARCH LPC - Palatine_Arch_020722 (607, 613, and 623 E. Algonquin Road and 1825 S. Roselle Road) INSURANCE 4. Verify use of proper materials, densities and lift thicknesses during placement & demonstrating the maximum pipe deflection does not exceed 5 percent. compaction of compacted fill. 2. Survey and layout improvements, utilities, structures and components. Furnish the Architect with a report indicating the results. If the deflection 1. Protect existing trees, vegetation, landscaping materials, and site 1. Provide Certificates of Insurance for the following to the Owner prior to 5. Prior to placement of compacted fill, observe subgrade and verify that site has improvements not indicated for clearing which might be damaged by prohibits passage of the madrel, excavate the pipe and make repairs. commencement of Work. been prepared properly. SUBMITTALS construction activities. 3. Piping shall maintain positive slope. A. Workers Compensation 1. Submit for approval all submittals listed in each Section with the following 2. Trim existing trees and vegetation as acceptable to the Owner in writing. B. Employers liability Coverage in the following limits: (Per The person administering the special inspection program is to be a number of copies: 3. Clear and grub site of stumps, vegetation, debris rubbish, designated trees, Owner/Contractor Agreement) C. Comprehensive General Liability in the following limits: (Per licensed and registered engineer (professional or structural) in good standing with the state in which the project is located, and is familiar with the building type. A. Shop Drawing reviewed and annotated by the Contractor: 3 copies and designated site improvements. DIVISION 3 CONCRETE 1320 NELSON CIRCLE and reproducible copy. 4. Provide topsoil striping and stockpiling at approved locations. Owner/Contractor Agreement) WHEATON, ILLINOIS 60189 - 847.624.4425 Individuals performing specific tests and inspections are to be qualified, B. Product Data: 3 copies 5. Provide temporary erosion control, siltation control, and dust control. SECTION 03300 CAST-IN-PLACE CONCRETE C. Samples: 3 sets plus full range samples. 6. Provide temporary protection of adjacent property, structures, benchmarks, INDEMNIFICATION trained and experienced at the Work they are performing. Where required and applicable, (Refer to structural dwgs. for add'l information. Structural notes shall take COPYRIGHT O c 2021, individuals are to certified by the appropriate regulatory body. D. Test Reports: 3 copies and monuments. BY ARCHITECTS PLUS DESIGN STUDIO, PLLC 1. Contractor shall defend, indemnify and hold harmless the Owner from any E. Warranties: 3 copies 7. Provide temporary relocation of site improvements scheduled for reuse. precedence over these specifications.) and all claims, damages, suits, causes of action, liability and judgments, Special Inspections of soils to conform with section 1704.7 of the F. Other Submittals: 3 copies 8. Water trees & vegetation during construction. Replace trees & vegetation together with any attorney's fees expended by the Owner in conjunction building code. The geo-technical report (noted in The excavating 2. Include details of construction and adjacent construction in shop drawings. with same specie and size if damaged or lost due to construction activities. SUMMARY therewith, in conjunction with any injury or damage whatsoever to person or portion of the specifications) is to be used as a basis for compliance. Clearly indicate any deviations from requirements of the contract 9. Remove and legally dispose of cleared materials not to be reused in 1. Provide plant mixed cast-in place concrete. property, arising out of the Work performed by the Contractor at the site, Special Inspections of concrete construction to conform with documents. Fabricate material from approved shop drawings only. construction. A. Foundations and footings. or any act or omission by contractor, it's employees or agents at the site. section 1704.4 and table 1704.4 of the building code for materials and 3. Contractor acknowledges that the Architects review of detailed shop B. Slabs components indicated on the construction drawings. Plants supplying drawings and/or equipment brochures is for the benefit of the Contractor PRODUCTS 2. Comply with ACI 301, Specifications for Structural Concrete for buildings. ACI WARRANTY and does not relieve the Contractor of responsibility to perform the Work 318, Building Code Requirements for Reinforced Concrete & CRSI Manual of concrete are to comply with aci requirements and be so certified. 1. Tree protection, erosion control, siltation control, and dust control materials 1. The Contractor shall warrant the Work, including those portions performed in accordance with the Contract Documents. suitable for site conditions. Standard Practice. Provide FF45 & FL55 minimum at all concrete slabs. Special Inspections of steel construction to comply with section 1704.3 under subcontract, for a period of one year from the date of final written acceptance by the Owner. and table 1704.3 of the building code for materials and components QUALITY ASSURANCE INSTALLATION PRODUCTS 2. No warranties are expressed or implied. indicated on the construction drawings. The steel fabricator is to be 1. Comply with applicable codes, regulations, ordinances and requirements of 1. Comply with requirements of Section 01000 Project Requirements. 1. Concrete Design Mixes: As indicated on structural drawings. A.I.S.C. certified. Joists to be designed and manufactured per SJI authorities having jurisdiction including accessibility guide lines. Applicable 2. Formwork: Plywood or metal panel formwork sufficient for structural & visual requirements and be so certified. Metal roof and floor decking to INSPECTIONS meet the requirements of sdi and be so certified. codes regulations, requirements, and guidelines include but are not limited to the following: SECTION 02200 EARTHWORK requirements. 3. Reinforcing: As indicated on structural drawings. Special Inspections of masonry to conform with section 1704.5 and 2015 INTERNATIONAL BUILDING CODE (Verify conditions with soils report provided by Owner.) 4. Concrete Materials: ASTM C150, Type V Portland cement; (Type as indicated Special inspections, structural testing and other material evaluations shall be table 1704.3 of the building code for materials and components 2017 NATIONAL ELECTRICAL CODE in accordance with Chapter 17 of the 2015 Edition of the I.B.C.. on structural drawings) indicated on the construction drawings. 2015 INTERNATIONAL MECHANICAL CODE SUMMARY A. Normal weight aggregate: ASTM C33. The Owner shall contract the Testing Agency for field testing and Special Inspections 2018 INTERNATIONAL ENERGY CODE B. Fly Ash: ASTM C618, Type F. Special Inspections of exterior insulation and finish system to conform 1. Provide excavation, filling, compaction, and grading for buildings, site as noted in this section. The owner may direct the testing agency to perform 2014 ILLINOIS PLUMBING CODE 5. Bonding Compound: Polyvinyl acetate or acrylic base. with section 1704.12 should the E.F.I.S. be applied over a water-resistant improvements, and utilities. additional field work, testing, inspections or observations beyond the minimum 2018 ILLINOIS ACCESSIBILITY CODE 6. Epoxy Adhesive: ASTM C 881 two component material. barrier, no inspection or report is required. 2. Provide suitable materials for subbase, drainage fill, and backfill for slabs, tests and inspections noted in this section. 2000 NFPA 101 LIFE SAFETY CODE 7. Anchor bolts: ASTM A307. pavements, and improvements Plants providing precast concrete products are to be PCI certified. 2015 INTERNATIONAL FIRE CODE 8. Dry pack: Mix 1 part cement to 1-1/2 parts fine aggregate with a minimum of FREQUENCY 3. Provide removal and legal disposal of excavated materials. ALGONQUIN ROAD, PALATINE, ILLINOIS SECTION See the precast concrete section of these specifications for water. Minimum compressive strength of 3000 psi at 28 days. CONTINUOUS PERIODIC additional requirements and information for precast concrete work. 2. Provide products of acceptable manufacturers which have been in STEEL (SECTION 1705.2 AND AISC 360) satisfactory use in similar service for at least three years. SUBMITTALS 9. Curing / Sealing compound shall be compatible with bond breaker. PALATINE 90 Refer to General Concrete, Steel and Structural notes and the 3. Use experienced installers. 1. List and source of material from off site locations. INSTALLATION NEW OFFICE WAREHOUSE FOR: 1. Material verification of high strength nuts, bolts & washers: a. Identification markings to conform to ASTM standards specified in the approved construction drawings for additional standards and design criteria 4. Deliver, handle and store materials in strict accordance with manufacturers 2. Location for disposal of excess materials. construction documents. to be included into the work of building components to be inspected. instructions. 1. Comply with ASTM C94, CRSI Manual of Standard Practice, IBC edition, b. Manufacturer's certificate of compliance required The following schedule of Special Inspections are to be performed as 5. Use of any supplier or subcontractor is subject to Owners approval. PRODUCTS & ACI publications. 2. Inspection of high strength bolting (prior to bolting): a minimum by the Testing Agency: 6. Engage and pay for testing agencies required. Refer to individual Sections 2. Maximum concrete slump at delivery: 4 inches. 1. Subbase Material: Graded mixture of natural or crushed gravel, or class II a. Manufacturer's certifications available for fastener materials. for requirements, as well as owner/contractor agreement. 3. Reinforcing steel placement: Soils and subgrades for pavement and concrete foundations Aggregate base. b. Fasteners marked in accordance with ASTM requirements. A. Concrete placed against soil; 3 inches. c. Correct fasteners selected for the joint detail (grade, type, bolt length if Cast-in-place concrete and concrete floor slabs TEMPORARY FACILITIES 2. Drainage Fill: Washed evenly graded mixture of crushed stone or gravel, threads are to be excluded from the shear plane. B. Concrete placed in forms & subsequently exposed to weather 2 inches. Structural Steel with 100 percent passing a 1-1/2 inch sieve and not more than 5 percent d. Correct bolting procedure selected for joint detail. 1. Provide temporary facilities and connections required for proper C. Clear separation between bars; 1-1/2 bar diameters with a minimum of Precast Concrete passing a No. 200 sieve. e. Connecting elements, including the appropriate faying surface condition and completion of the Project. 1-1/2 inches clear. hole preparation, if specified, meet applicable requirements. 3. Backfill and Fill Material: Satisfactory soil materials free of clay, free rock The Special Inspector is to be: 2. Provide and maintain temporary utility services. D. Splices; Lap 30 bar diameters or 24 inches whichever is greater & f. Pre-installation verification testing by installation personnel observed and or gravel larger than 2 inches in any dimension, debris, waste, vegetation documented for fastener assemblies and methods used. 3. Pay for utility service consumed, do not waste. welded splices are not allowed, unless otherwise noted or shown. and other unsuitable materials meeting the following requirements: g. Protected storage provided for bolts, nuts, washers and other fastener 4. Provide temporary protection for adjacent areas to prohibit contamination E. Secure reinforcing steel in position prior to placement of concrete. components. A. Percent passing No. 4 sieve: 100 from dust and debris. 4. Properly secure in position all anchor bolts, inserts, dowels, & other items 3. Inspection of high strength bolting (during bolting): B. Percent passing No. 200 sieve: 3 max. 5. Provide barricades as necessary to ensure protection of the public. indicated on drawings to be cast in concrete, prior to placement of a. Fastener assemblies placed in all holes and washers and nuts are positioned C. Maximum plasticity index: 10 as required. 6. Provide waste disposal receptacles and empty weekly. Do not permit concrete. LOGISTICS CENTER b. Joint brought to the snug-tight condition prior to the pretensioning operation. The Testing Agent/Agency is to have no contractual, fiscal or other 5. Provide concrete finishes for formed surfaces: accumulation of trash and waste material. INSTALLATION c. Fastener component not turned by the wrench prevented from rotating. obligations to the Contractor, Sub-Contractor or any other entity 7. Provide temporary sanitary facilities. Clean facilities at least once a week A. Not Exposed to View: As-cast form finish. d. Fasteners are pretensioned in accordance with the rcsc specification, 1. Comply with requirements of Section 01000 Project Requirements & progressing systematically from the most rigid point toward the free edges. whose work is to be inspected on behalf of the Owner. Any conflict minimum or more often if required. B. Exposed to View Surfaces: Smooth form finish. of interest must be disclosed to the Owner, Architect and Building Geotechnical Investigation Report provided by: C. Sack & patch as required to attain smooth uniform appearance. 4. Inspection of high strength bolting (after bolting): 8. Maintain egress within and around the project site. a. Document acceptance or rejection of bolted connections. Official prior to commencement of any Special Ispection. 9. Provide fire extinguishers in work areas during construction. D. All pick point depressions to be filled. 10. Coordinate with Owner area for temporary storage, site access workmen 6. Provide Concrete Finish for Monolithic Slabs: 5. Inspection of welding (prior to welding): The General Contractor shall be responsible for coordinating and and material delivery. A. Scratch finish for surfaces to receive concrete floor topping or a. Welder qualification records and continuity records. scheduling Special Inspections and Testing. The Contractor shall b. WPS available 11. Compressed gas cylinders when stored or used, shall be fastened securely mortar setting bed. notify the Special Inspector, Agency or Testing Lab at least 24 hours in c. Manufacturer certifications for welding consumables available. in an upright position away from in any source of heat or flame. B. Trowel finish for surfaces to be exposed to view or covered with advance of required inspection or test. Uninspected work resulting d. Material identification (type/grade). 12. Transport, store or dispense flammable liquids in safety cans labeled by resilient flooring, carpet, tile or other thin finish system. from lack of adequate notice may be rejected solely on that basis. 2. Remove and recompact upper 12 inches of native soil under building pad e. Welder identification system. Underwriters Laboratories or Factory Mutual laboratories. C. Trowel & broom finish for surfaces to receive thin-set ceramic tile f. Fit-up of groove welds (including joint geometry). The General Contractor shall provide incidental labor and facilities to and extending 5 feet beyond exterior building walls. (Verify soils report finish or quarry tile. Joint preparations Dimensions (alignment, root opening, root face, bevel) provide access to the work to be inspected or tested, to obtain and PRODUCT SUBSTITUTIONS requirements) D. Non-slip broom finish for exterior concrete platform, steps & ramps, Cleanliness (condition of steel surfaces) handle samples at the site or at the source of products to be tested, 3. Compact all fill and upper 6 inches of existing subgrade in accordance unless otherwise noted. Tacking (tack weld quality and location) to facilitate tests and inspections, storage and curing of test 1. Provide products & materials specified. Request Architects selection of 7. Install concrete per AC1 302.1R. Repair any damaged areas to achieve Backing type and fit (if applicable) with A.S.T.M D1557 as follows: colors & accessories in sufficient time to avoid delaying progress of Work. A. Pavements 95% acceptable finishes with approved materials. g. Fit-up of cjp groove welds of hss t-, y- and k-joint without backing samples. (including joint geometry). 2. Submit requests for substitutions in writing, including reasons. Submit B. Building pad 90% The Special Inspection Program shall in no way relieve the General sufficient information for Architect to evaluate proposed substitution. Joint preparations Dimensions (alignment, root opening, root face, bevel) Contractor or any Sub-Contractor from their obligation to perform 3. Remove and replace Work not conforming to the Contract Documents at no C. Utility Trench in Paving SECTION 03410 PLANT PRECAST CONCRETE Cleanliness (condition of steel surfaces) 1) Upper 2 feet 95% work in accordance with the contract documents, from implementing an additional cost to the Owner. (Refer to structural dwgs. for add'l information. Structural notes shall take Tacking (tack weld quality and location) effective quality control program or complying with all safety 2) Below 2 feet 90% h. Configuration and finish of access holes. precedence over these specifications.) D. Utility Trench in Landscaped areas 90% j. Fit-up of fillet welds. regulations (including O.S.H.A.). All work that is subjected to Special 4. Grading: SUMMARY Dimensions (alignment, root opening, root face, bevel) Cleanliness (condition of steel surfaces) Inspections shall first be reviewed by the Contractor's quality A. Grading Tolerances: DATE DESCRIPTION control personnel. The Contractor shall be solely responsible for Tacking (tack weld quality and location) 1) Lawns and unpaved areas: +/- 1 inch 1. Design and construct precast wall panels to withstand lifting and bracing loads construction site safety. 6. Inspection of welding (during welding): 2) Paved areas: +/- 1/2 inch and impact from adjoining panels. a. Control and handling of welding consumables. The Testing Agency is to issue reports at the conclusion of each test 3) Fill under building slabs: +/- 1/2 inch 2. Submit shop drawings, concrete mix designs, and laboratory test reports. Packaging Exposure control or Inspection Practice. The reports are to be distributed to the Owner (measured w/ 10' straight edge) 3. Comply with ASTM C94; ACI 301, "Specifications for Structural Concrete for b. No welding over cracked tack welds. and General Contractor. Should any report claim a deficiency, failure Buildings"; ACI 318, "Building Code Requirements for Structural Concrete"; c. Environmental conditions. or other non-compliance with the construction drawings then the CRSI's "Manual of Standard Practice"; AWS D1.1; and AWS D1.4. Wind speed within limits Architect is to be notified. At the conclusion of each portion of the SECTION 02250 SITE CONCRETE 4. Engage a qualified independent testing agency to design concrete mixes. Precipitation and temperature Special Inspection, the Testing Agency is to issue a final report 5. All precast shall be designed for anchorage, erection, reinforcing, d. WPS followed. SUMMARY Settings on welding equipment indicating that the work was completed in general conformance with and applied loads by a registered structural engineer, licensed in the Travel speed the construction drawings, shop drawing, erection drawings and other 1. Provide cast-in-place concrete for sidewalks, curbs, gutters and site state where the panels are to be fabricated. He shall provide all Selected welding materials Shielding gas type/flow rate standards required by the Special Inspections section of the building structures. drawings, and calculations to which he shall affix his seal & signature. Preheat applied code. The Architect and Building Official are to be copied on all final 2. Off-site work shall conform to the specifications of the local governing 6. Precast concrete panels shall be prestressed to structurally support Interpass temperature maintained (min/max) reports. authority having jurisdiction over the project. the roof structure (wind & live load) & handling (erecting) loads, Proper position (f, v, h, oh) and shall be designed so that both wythes of concrete, inner & outer, e. Welding techniques. interpass and final cleaning PRODUCTS shall be kept in compression under all loading conditions. No flexural each pass within profile limitations tension is to be allowed in the pre-compressed tensile conditions. Both each pass meets quality requirements 1. Concrete: ASTM C 150, Type1 Portland cement; ASTM C 33 normal wythes shall be stressed to minimize any bowing due to eccentricity of f. Placement and installation of steel headed stud anchors. aggregates; Potable water. prestress force. 7. Inspection of welding (after welding): A. Design Mix: ASTM C 94, 2000 psi, 28 day minimum compressive a. Welds cleaned strength. 7. Insulated precast concrete panels are to have continuous b. Size, length and location of welds B. Slump: 5 inch max. polystyrene insulation as required to achieve a minimum resistance rating c. Welds meet visual acceptance criteria. C. Finish: Broom of R=12.0, or as noted in the construction documents. PROJECT NUMBER Crack prohibition 8. See construction documents for the precast panel finish. Weld/base-metal fusion Crater cross section INSTALLATION DATABASE Weld profiles Weld size 1. Landings at doors: Provide a maximum of 1/2" lower than top of threshold DRAWN BY Undercut in elevation difference. Porosity d. Arc strikes. 2. Construction Tolerance: 1/8" in 10 feet for grade and alignment. CHECKED BY e. K-area. 1/4" in 10 feet for vertical or sloped face on longitudinal axis. f. Weld access holes in rolled heavy shapes and built-up heavy shapes g. Backing removed and weld taBs removed (if required). h. Repair activities. j. Document acceptance or rejection of welded joint or member. k. No prohibited welds have been added without the approval of the EOR. SP-1 Packet Pg. 67  2.1.d DEVELOPER ARCHITECTURAL & STRUCTURAL SPECIFICATIONS PRODUCTS SECTION 05300 STEEL DECK, DIVISION 7 THERMAL & MOISTURE INSTALLATION 5. Roof Hatch Material Characteristics: A. Cover and Frame shall be 14 gauge paint bond G-90 galvanized 1. Deformed Reinforcing Bars: ASTM A615, Grade 60 ( ASTM A615M, Grade 420); ASTM A305. REFER TO STRUCTURAL DWGS. PROTECTION 1. Installation, General: A. Verify that roof openings and penetrations are in place and set and braced and that steel with a 3" beaded flange with formed reinforcing members. Cover shall have a heavy extruded EPDM rubber gasket that is 2. Portland Cement: ASTM C150, Type 1. SECTION 05400 COLD-FORMED METAL FRAMING roof drains are securely clamped in place. 3. Prestressed steel strands: ASTM A-416. SECTION 07160 UNDERSLAB VAPOR RETARDER B. Verify that wood blocking, curbs, and nailers are securely anchored to roof deck at bonded to the cover interior to assure a continuous seal when 4. Aggregates: ASTM C33, Class 4S. compressed to the top surface of the curb. SUMMARY SUMMARY penetrations and terminations and that nailers match thicknesses of insulation. B. Cover shall be insulated with 1" thickness fiberglass insulation, fully 5. Miscellaneous steel: ASTM A-36 C. Verify that surface plane flatness and fastening of steel roof deck comply with requirements 6. Steel anchors, inserts, coils & bolts: ASTM A-325; A-307. 1. Engineer, fabricate and erect cold-formed metal framing with the minimum covered and protected by a metal liner 22 gauge paint bond G-90 1. Surface preparation. in Division 5 Section "Steel Deck." physical and structural properties as noted on the plans. galvanized steel. 7. Insulation: Polystyrene. 2. Application of underslab vapor retarder. D. Proceed with installation only after unsatisfactory conditions have been corrected. A. Interior Load-Bearing Walls: Lateral deflection of L/240. C. Curb shall be a minimum of 12" in height and of 14 gauge paint bond 8. Water: Clean & void of all deleterious materials. 3. Comply with following standards: E. Clean substrate of dust, debris, moisture, and other substances detrimental to roofing B. Ceiling Joists: Vertical deflection of L/360 G-90 galvanized steel. The curb will be equipped with an integral A. American Society for Testing and Materials (ASTM): ASTM E1745, installation according to roofing system manufacturer's written instructions. metal capflashing of the same gauge and material as the curb, fully EXECUTION 2. Calculate structural characteristics of cold-formed metal framing ASTM E154, ASTM E96, ASTM E1643, ASTM F1249-01. Remove sharp projections. GENERAL CONTRACTOR according to AISI's "Specification for the Design of Cold-Formed Steel welded at the corners. 1. Fabrication: B. American Concrete Institute (ACI): ACI 302.1R-96 F. Prevent materials from entering and clogging roof drains and conductors and from spilling or D. Curb insulation shall be rigid, high-density fiberboard of 1" thickness Structural Members." A. All concrete to be designed & manufactured in accordance with migrating onto surfaces of other construction. Remove roof-drain plugs when no work is taking on outside of curb. 3. Submit Product Data and Shop Drawings. PRODUCTS ACI-301, ACI-304, ACI-311, ACI-318, ACI-347, ACI-533, CRSI manual place or when rain is forecast. E. Lifting Mechanisms: Compression spring operators encased in 4. Comply with AWS D1.1, "Structural Welding Code- Steel," and AWS D1.3, of Standard Practice, PCI-116, AWS D1.0, AWS D12.1 1. Protect materials during handling and application to prevent damage, G. Complete terminations and base flashings and provide temporary seals to prevent water from telescopic tubes to provide smooth, easy and controlled operation "Structural Welding Code- Sheet Steel." B. Concrete strength shall be at least 5,000 PSI at 28 days & shall warping, or contamination. entering completed sections of roofing system at the end of the workday or when rain is forecast. throughout the entire arc of opening and closing. 5. Protect cold-formed metal framing from corrosion and other damage be at least 3,500 PSI at release. 2. Product not intended for uses subject to abuse or permanent exposure to Remove and discard temporary seals before beginning work on adjoining roofing. 6. Hardware: during delivery, storage, and handling. C. Concrete back side shall be floated smooth, the elements. Do not apply to frozen ground. 2. Insulation installation: A. Heavy pintle hinges free from oil, grease, trowel marks, honeycombing PRODUCTS 3. Approved Manufacturer: Stego Industries, LLC or approve equivalent. A. Coordinate installing membrane roofing system components so insulation is not exposed to B. Cover shall be equipped with a spring latch with interior and exterior and exposed aggregate. 4. Plastic Vapor Retarder: Minimum performance requirements are: precipitation or left exposed at the end of the workday. turn handles. D. Eposed edges are to be sharp, straight & square. All flat 1. Materials A. Minimum Permeance ASTM E96: 0.024 Perms B. Comply with membrane roofing system manufacturer's written instructions for installing C. Roof scuttle to be equipped with interior & exterior padlock hasps. surfaces shall be a true plane. A. Galvanized Steel Sheet: ASTM A653, G60 (ASTM A653M, Z180) zinc B. Water Vapor Transmission Rate ASTM F1249: 0.012 grains per roof insulation. D. Latch strike to be a stamped component bolted to curb assembly. E. Additives or mixtures containing calcium chloride will not coated; structural quality; Grade 50 (Grade 345), Class 1 or 2. square foot per hour. C. Foam Sealant. Before installing the roofing system, purchase expanding foam and seal off E. Cover shall automatically lock in the open position with a rigid hold be allowed in the concrete. B. Steel Studs and Track: Fabricate with flange width of 2 inches C. Resistance to Organisms and Substrates in Contact with Soil the movement of ambient air into flutes at all deck penetrations with foam sealant. open arm equipped with a 1" diameter red vinyl grip handle to permit F. Tolerances shall be 1/8" in width, 1/2" in length & 1/4" in depth design uncoated steel thickness to match stud and depths indicated. ASTM E154, Section 13: 0.051 Perms. Install foam sealant into the gap between the red angle iron and the flute profile. easy release for closing. for all dimensions. All window & door tolerances are to be 1/4". C. Steel Joists: Fabricate of sizes as per plans. D. Tensile Strength ASTM E154, Section 9: 52 lbs. force/inch. D. Install tapered insulation under area of roofing to conform to slopes indicated. F. Compression spring tubes shall be anti-corrosive composite material G. Any steel hardware embedded into the panels which is exposed to 2. Accessories E. Puncture Resistance ASTM D1709, Method B: 3,770 Grams. E. Install one or more layers of insulation under area of roofing to achieve required thickness. & all other hardware shall be zinc plated & chromate sealed. Springs the exterior of the building is to be hot-dipped galvanized. Paint A. Steel Shapes and Clips: ASTM A653, G60 (ASTM A653M, Z180) F. Water Vapor Retarder ASTM E1745: Meet or exceed Class A, B & C Where overall insulation thickness is 3 inches or greater, install 2 or more layers with joints shall have an electrocated acrylic finish for corrosion resistance. any portion where the galvanizing is removed due to welding. Steel structural quality; Grade 33 (Grade 230). G. Thickness of Retarder (plastic) ACI 302.1R-96: 15 mils minimum. of each succeeding layer staggered from joints of previous layer a minimum of 6 inches in each G. Cover hardware shall be bolted into heavy gauge channel reinforcing located in the ecterior face of the panels are to be approved by the B. Cast-In-Place Anchor Bolts & Studs: ASTM A307, Grade A(ASTM 5. Accessories: direction. welded to the underside of the cover and concealed within the STRUCTURAL ENGINEER architect. F568, Property Class 4.6); carbon-steel hex-head bolts & studs A. Provide minimum 4 inch wide High Density Polyethylene Tape with F. Trim surface of insulation where necessary at roof drains so completed surface is flush and insulation space. 2. Erection: carbon-steel nuts; and flat, unhardened-steel washers. Hot-dip pressure sensitive adhesive. does not restrict flow of water. 7. Manufacturer shall provide a 5-year warranty against defects in material A. Tilt & raise panels; erect plumb. Accurately position & align panels & B. Pipe Boots: Construction from vapor barrier material and pressure G. Install insulation with long joints of insulation in a continuous straight line with end joints and workmanship. galvanize according to ASTM A153. anchor in place. Grout-fill joints between panels and foundation system. sensitive tape per manufacturer's instructions. staggered between rows, abutting edges and ends between boards. Fill gaps exceeding 1/4 inch C. Mechanical Fasteners: Corrosion-resistant coated, self-drilling, self- Securely brace & shore panels until supporting structure has been threading steel drill screws. with insulation. INSTALLATION installed. INSTALLATION B. Installation Tolerance: 1/4-inch (6-mm) maximum offset in alignment D. Galvanizing Repair Paint: SSPC-Paint 20 or DOD-P-21035. H. Insulation to be mechanically fastened to roof deck substrate using manufacturer approved fasteners. Roof manufacturer to certify attachment method, quantity & spacing for applicable 1. Comply with requirements of Section 01000 Project Requirements and 07600 Flashing and Sheet Metal. SWIFT STRUCTURAL, PLLC with adjacent members at any point. 1. Prepare surfaces in accordance with manufacturer's instructions and install INSTALLATION per manufacturer's instructions and ASTM E1643-98. wind loading & other requirements of the geographical location, roof area, roof height, etc. 2. Comply with manufacturer's written instructions. Coordination installation 3306 N. SACRAMENTO AVENUE C. Welding shall conform to aws specifications (except as modified by 3. Membrane installation: CHICAGO, ILLINOIS 60618 1. Install framing and accessories level, plumb, square and true to line, and 2. Unroll vapor barrier with longest dimension parallel with the direction of with roof deck, roof insulation, flashing, roofing panels, penetrations, AISC Specifications) & shall be performed by certified welders. A. Install roofing membrane over area to receive roofing according to roofing system PHONE: 773.398.4485 securely fasten. Temporarily brace framing. pour. Lap vapor barrier over footings and seal to foundation walls. equipment, and other construction involving roof accessories to ensure DESIGN FIRM NUMBER: 184-007150 Prime all welds & exposed steel after welding is complete. manufacturer's written instructions. Unroll roofing membrane and allow to relax 2. Fasten framing members by welding or screw fastening. Overlap joints 6 inches and seal with manufacturer's tape. Seal all roof to be waterproof and weathertight. D. Provide plastic cover caps at all lifting locations. before installing. 3. Install insulation in built-up exterior framing members. penetrations (including pipes) with manufacturer's pipe boot. 3. Anchor roof accessories securely to supporting structural substates to E. Panels with cracks, voids, protrusions, spalls, or non uniform color or B. Start installation of roofing membrane in presence of roofing system manufacturer's 4. Fasten reinforcement plates over web penetrations larger than standard 3. No penetration of the vapor barrier is allowed except for reinforcing withstand lateral and thermal stresses as well as inward and outward texture will not be approved. Repairs will be permitted only with technical personnel. punched openings. steel and permanent utilities. loading pressures. approval by Architect. Remove and replace defective or damaged C. Accurately align roofing membranes and maintain uniform side and end laps of minimum panels. 5. Studs: Install, align, and securely anchor continuous tracks to supporting 4. Repair damaged areas by cutting patches of vapor barrier, overlapping structure. Squarely seat studs against webs of top and bottom tracks. damaged area 6 inches and taping all four sides with tape. dimensions required by manufacturer, stagger end laps. SECTION 07900 SEALANTS F. Patching shall be done per ACI standards. Space studs as indicated; plumb, align, and fasten both flanges of studs D. Adhesively fasten roofing membrane securely at terminations, penetrations, and perimeter of to top and bottom track. roofing. SUMMARY SECTION 07210 BUILDING INSULATION ARCHITECT DIVISION 5 METALS A. Install and fasten horizontal bridging in stud system, spaced in rows not more than 48 inches apart. E. Apply roofing membrane with side laps shingled with slope of roof deck where possible. F. Seams: Clean seam areas, overlap roofing membrane, and hot-air weld side and end laps of 1. Provide joint sealers at interior & exterior vertical & horizontal joints. SUMMARY B. Install miscellaneous connections, accessories, and supplementary roofing membrane according to manufacturer's written instructions to ensure a watertight DESIGN FIRM 184.008507; EXPIRATION 4.30.2023 SECTION 05120 STRUCTURAL STEEL 1. Provide Building Insulation as follows: PRODUCTS framing. seam installation. (Refer to structural dwgs. for add'l information. Structural notes shall take 6. Joists: Install, align, & securely anchor perimeter joist track. Install joists A. Thermal batt and board insulation. 1) Contractor must probe out and patch all welds from the days production prior to 1. SEALANTS: precedence over these specifications.) bearing on supporting framing, level, straight, & plumb, adjust to final B. Sound attenuation batt insulation. undertaking another day of roofing. A. Exterior caulking to be Vulkem or Dymeric by "Tremco". Attachment: Final ARCH LPC - Palatine_Arch_020722 (607, 613, and 623 E. Algonquin Road and 1825 S. Roselle Road) position, brace, & reinforce. Fasten joists to both flanges of joist track. C. Spray foam. 2) Probe 100 percent of welds for continuity and integrity. The specific product is to be compatible with the material SUMMARY A. Install bridging and fasten bridging at each joist intersection. 3) Patch seam voids which allow the tip of a probe to enter 1/4" into the weld. substrate, joint width & exposure to moisture & weather. B. Install miscellaneous joist framing and connections, including web PRODUCTS 4) Patch field membrane wrinkles which run continuously into and through a seam. Sikaflex is approved equal. Provide continuous sealant on 1. Provide Structural Steel for building construction and related anchors, interior & exterior sides of joint @ framed penetrations. stiffeners, closure pieces, clip angles, continuous angles, hold-down 1. Thermal Batt Insulation: Faced glass fiber or mineral fiber batts, ASTM 5) Patch wrinkles (pinch wrinkles) that are created during the weld process. fasteners and connectors. Provide sealant on exterior side at other joints to close angles, anchors and fasteners. C665, Type III, class A, with foil-scrim vapor-retarder membrane on 6) Patch all t-joint voids. one face, 4" thickness, R-13 thermal resistance. 7) Minimum patch size on the flat field must be 4 inches by 4 inches with rounded corners. building envelope, construction joint or other gaps between SUBMITTALS 2. Thermal Batt Insulation: Faced glass fiber or mineral fiberbatts, ASTM G. Membrane applied to all vertical surfaces is to be fully adhered to substrate. material. Sealant to have 25" movement capability. 1. Submit shop drawings of structural steel members and connections. DIVISION 6 WOOD, PLASTICS C665, Type III, with foil-scrim vapor-retarder membrane on one face, H. Membrane may adhere directly to precast panels at parapets with manufacturer's approval. B. Structural sealant at exterior glazing & metal framing, 1320 NELSON CIRCLE WHEATON, ILLINOIS 60189 - 847.624.4425 R-38 Thermal Resistance. I. Place Sure-Weld membrane over the appropriate RhinoBond or Isoweld Plates. etc., to be Dow 795 Silicone Building & Glazing Sealant, QUALIFICATIONS AND COMPOSITES 3. Thermal Board Insulation: Faced Polyisocyancurnate 1" thickness, J. Place RhinoBond Induction Tool over the RhinoBond TPO Welding Plate, under or GE Silicone 1200 Construction Sealant, or as recommended COPYRIGHT O c 2021, 1. Steel Fabricators: I.C.B.O. Steel Fabricators License. Type 1A w/ vapor-retarder membrane on one face, R-7 thermal the roofing membrane OR Place the Isoweld Induction Tool over the Isoweld TPO Welding Plate, by the manufacturer & approved by the Architect. BY ARCHITECTS PLUS DESIGN STUDIO, PLLC 2. Welders: AWS certified. SECTION 06100 ROUGH CARPENTRY resistance. until the acoustic search mode signals the inductor is properly positioned. C. Voids between the exterior & interior caulk joints in the 4. Acoustical Insulation: Unfaced glass fiber or mineral fiber batts, ASTM K. Activate induction welding tool and leave in place until heating cycle is complete. building envelope to be filled solid with non-expanding spray PRODUCTS SUMMARY C665, Type I (unfaced), walls 4" thickness, ceilings 6" thickness. L. Immediately place the magnet on the membrane over the plate and leave in place for foam insulation such as Hilti CF 812 or equal. Such voids include 1. This section includes the following: 5. Accessories: at least 60 seconds. those occurring at the penetrations of the fire drain lines, 1. Standards: AISC, Code of Standard Practice for Steel Buildings and Bridges, A. Rooftop equipment bases & support curbs. A. Adhesives and mechanical fasteners as recommended in writing M. Resume process ensuring membrane is attached to all plates. electrical conduits, storm drain lines, hose bibbs, joints around and applicable regulations. B. Wood blocking, cants & nailers. by the insulation manufacturer. hoods & vents, the interior of hollow metal door frames, louver 2. Steel Materials: A. Structural Steel Shapes: ASTM A992. C. Subflooring & underlayment. 4. Acoustical Insulation: Unfaced glass fiber or mineral fiber batts, ASTM SECTION 07600 FLASHING AND SHEET METAL frames, vent piping, etc. B. Plates and Bars: ASTM A36. D. Plywood & backing panels. C665, Type I (unfaced), walls 4" thickness, ceilings 6" thickness. D. See precast section for joint treatment & caulking. C. Cold-Formed Steel Tubing: ASTM A500, Grade B. 6. Spray Foam for concealed/confined/covered spaces: Versi-Foam Systems 28 & 88 by SUMMARY 2. Auxiliary Materials: D. Steel Pipe: ASTM A53, Type E or S, Grade B. PRODUCTS RHH Foam Systems, Inc. to be provided in concealed & confined spaces for the means A. Plastic foam joint fillers. 1. Provide Flashing and Sheet Metal; B. Elastomeric backer rod. E. Anchor Bolts: ASTM A307 unless noted otherwise. of providing thermal protection. A 2-part, low density, closed cell, low pressure A. Sheet metal roof flashing and trim. 1. Wood products, General: C. Bond breaker tape. F. Unfinished Threaded Fasteners: ASTM A307, Grade A. spray foam application. B. Gutters and down spouts. A. Lumber: DOC PS 20 and applicable rules of lumber grading agencies G. High strength threaded Fasteners: ASTM A325 where indicated. 7. Spray Foam for perimeter of metal decking & roof penetrations: Icynene Proseal Spray certified by the American Lumber Standards Committee Board of Review. applied polyurethane foam insulation & air barrier material. To be provided INSTALLATION 3. Auxiliary Materials: B. Wood Structural Panels (Plywood): Either DOC PS 1 or DOC PS 2, Quality Assurance A. Welding Electrodes: AWS D1.1 Structural Welding Code- Steel. between metal deck & vertical wall interface & around openings of all roof 1. Ensure the backer rod is properly friction-fitted and any primers have been unless otherwise indicated. 1. Comply with Architectural Sheet Metal Manual, Published by the Sheet Metal B. Primer Paint: TNEMEC FD 88 Azeron alkyd, Grey Oxide color. penetrations. Provide a minimum 1 1/2" thick coating to attain a Class II applied. 2. Wood preservative treated materials: and Air Conditioning Contractors National Association, Inc. C. Non-Metallic Shrink-Resistant Grout: Premixed non-metallic grout per vapor permeance. A 2-part, low density, closed cell, low pressure spray foam 2. Apply sealant with conventional caulking equipment filling the joint from the A. Preservative Treatment by Pressure Process: AWPA C2 (lumber), ASTM C 1107. application. backer rod up. Immediately tool the sealant with a spatula to ensure intimate except that lumber that is not in contact with the ground and is PRODUCTS D. Expansion Anchors: ITW Redhead or equivalent, ICBO Report No. 1372. 8. Spray Foam for Extreme Cold Temperature Application: Use Hilti CF-I XTW WD contact with the joint walls. continuously protected from liquid water may be treated according insulating foam sealant. 1. Sheet Metal: 3. Dry tooling is always preferred, although xylene can be used in limited FINISHES to AWPA C31 with inorganic boron (SBX). A. Zinc-Coated Steel: ASTM A 526, G90 hot-dipped galvanized, 22 amounts to slick the spatula if needed. 3. Fire retardant treated materials: INSTALLATION gauge, unless otherwise indicated. 1. All steel to be gray primer color. 4. For a cleaner finish, mask the sides of the joint with tape prior to filling. A. General: Where fire-retardant-treated materials are indicated, 2. Auxiliary Materials: provide materials that comply with performance requirements in 1. Install insulation according to the manufacturer's written instructions. ALGONQUIN ROAD, PALATINE, ILLINOIS INSTALLATION A. Solder: ASTM B32, Grade Sn50, to be used with rosin flux. SECTION 07950 EXPANSION JOINTS AWPA C20 (lumber) and AWPA C27 (plywood). Identify fire retardant 2. Thermal Batt Insulation: Install thermal batt insulation in stud wall furring B. Prime Paint: Dunn-Edwards Corrobar 43-5, or Tnemec series FD-88 1. Steel Fabrication & Erection: Comply with accepted practices and provisions treated wood with appropriate classification marking of UL, cavities at exterior walls. Azeron alkyd primer. SUMMARY PALATINE 90 of the American Institute of Steel Construction Manual, latest edition. U.S. Testing, Timber Products Inspection, or another testing and 3. Thermal Board Insulation: Install thermal board insulation on the inside face NEW OFFICE WAREHOUSE FOR: inspecting agency acceptable to authorities having jurisdiction. of existing concrete exterior walls from the top of stud walls to the bottom 2. Bolt Holes: Punch or Drill holes 1/16 inch larger than bolt diameter. Torching INSTALLATION 1. Provide expansion joints at the vertical joints in the building envelope (2" or wider). 4. Miscellaneous lumber: of the existing roof insulation at the underside of the roof deck. of holes is not allowed. A. General: Provide lumber for support or attachment of other construction. 4. Acoustical Insulation: Install acoustical insulation where indicated at interior 1. Comply with requirements of Section 01000 Project Requirements. PRODUCTS 3. Welding: Weld with E70xx Electrodes by the manual shielded arc method. For items of dimension lumber size, provide Construction, Stud, or walls and ceilings. 2. Prime sheet metal prior to installation. Welding technique and workmanship shall conform to the Structural Welding 1. Silicone-coated precompressed primary seal: No. 2 grade lumber with 19 percent maximum moisture content. 3. Install sheet metal with provisions for expansion and contraction. Code of the American Welding Society. Perform all welding by AWS certified A. Expansion joints ocurring in the envelope & noted on the drawings SECTION 07540 THERMOPLASTIC 4. Install sheet metal to shed water properly. welders. For exposed boards, provide lumber with 19 percent maximum moisture content. are to be Seismic Colorseal by Emseal. A. Butt Welds: Full Penetration only. For concealed boards, provide lumber with 19 percent maximum moisture content. MEMBRANE ROOFING (TPO-RHINOBOND) 4. Shear Plates: Fabricate from 3/8 inch minimum plate. 5. Fasteners: SECTION 07720 ROOF HATCHES INSTALLATION A. General: Provide fasteners of size and type indicated that comply SUMMARY SUMMARY 1. The width is to be as designated on the drawings & field measured for SECTION 05210 STEEL JOISTS with requirements specified in this Article for material and manufacture. 1. The roof system shall be installed only by a qualified contracting firm which is approved actual width prior to fabrication. 1) Where carpentry is exposed to weather, in ground contact, or in area by the single-ply membrane roofing system materials manufacturer to install and warranty 1. Provide Roof Hatch as indicated on the plans. (Refer to structural dwgs. for add'l information. Structural notes shall take 2. Color to match adjacent material color. of high relative humidity, provide fasteners with hot-dip zinc coating the entire roof system. This section includes the following: precedence over these specifications.) Quality Assurance 3. Product to be installed by a manufacturer's trained & certified technician complying with ASTM A 153/A 153M. A. Membrane sheet goods. using Emseal's install data. B. Nails, Wire, Brads, and Staples: FS FF-N-105. B. Roof insulation. 1. Comply with National Roofing and Waterproofing Manual. SUMMARY C. Power-Driven Fasteners: CABO NER-272. 4. Installation includes, but not limited to, joint surface preparation, respect C. Slip sheets. 2. Preparation and installation shall be in accordance with Manufacturer's LOGISTICS CENTER for temperature & atmospheric conditions, setting & placement & install of 1. Submittals: Product Data, Shop Drawings, and material certificates D. Wood Screws: ASME B18.6.1. D. Solvents for cleaning membrane. requirements & instructions. manufacturer's applied liquid silicone along the exterior edges of joint with indicating compliance with SJI's specifications. E. Screws for Fastening to Cold-Formed Metal Framing: ASTM C 954, except with E. Covered or concealed insulation and membrane fasteners and plates. substrate. 2. Comply with recommendations of SJI's "Standard Specifications Load wafer heads and reamer wings, length as recommended by screw manufacturer for F. Termination bar. PRODUCTS 5. Use DFS version of joint for food grade applications. Tables and Weight Tables for Steel Joists and Joist Girders" and AWS D1.1 material being fastened. G. Membrane Adhesives. 1. Submit shop drawings: Show fabrication and all installation details for roof 6. The installer shall submit expansion joint line drawing & provide checklist of "Structural Welding Code- Steel." F. Lag Bolts: ASME B18.2.1. H. NP-1, one-part caulk sealant. accessories. Indicate dimensions, weights, loadings, required clearances, material to be provided for a complete installation per manafacturer's G. Bolts: Steel bolts complying with ASTM A 307, Grade A ; with ASTM A 563 hex nuts and, I. Accessories; pipe boots, corners, unreinforced flashing membrane. PRODUCTS method of field assembly, weatherproofing sealant, and components. engineered requirements. where indicated, flat washers. J. Roof protection pad (equipment walk way pad). Include plan, elevations, sections, details, and attachments to other Work. 1. Bolts, Nuts, and Washers: ASTM A307, Grade A (ASTM F568, Property H. Expansion Anchors: Anchor bolt and sleeve assembly of material indicated below with K. Roof metal for wall cap, for expansion joints or transitions, or for drainage 2. Approved Manufacturers: Bilco Company or approved equivalent. Class 4.6); non high-strength carbon-steel, hexhead bolts; carbon-steel capability to sustain, without failure, a load equal to 6 times the load imposed when installed in unit masonry assemblies and equal to 4 times the load imposed when installed system metal (and fabrication). L. Sponge backer rod, where specified. 3. Provide fixed safety railing for roof hatch, Bilco "Bil-Guard" or approved DIVISION 8 DOORS & WINDOWS nuts; and flat, unhardened steel washers, uncoated. equivalent that meets OSHA fall protection standards (29 CFR 1910.23). 2. Primer: SSPC-Paint 15, Type I, grey oxide or FS TT-P-636, grey oxide. in concrete as determined by testing per ASTM E 488 conducted by a qualified independent M. Expansion joints. 3. Manufacture joists according to SJI's specifications with steel angle top testing and inspecting agency. N. Wood Blocking for water diverters (where specified). The attachment shall not penetrate the roofing membrane. SECTION 08100 STEEL DOORS AND FRAMES 4. Roof Hatch Performance Characteristics: and bottom chord members. 1) Material: Carbon-steel components, zinc plated to comply with ASTM B 633, O. Caulks and sealants required for the waterproofing system, other than NP-1 sealant. Class Fe/Zn 5. A. Cover shall be reinforced to support a minimum live load of 40 psf SUMMARY 4. Bridging anchors and horizontal or diagonal bridging. P. Expanding foam sealant, for cut-off of ambient air in flutes at deck cut-outs for penetrations. with a maximum deflection of 1/150th of the span with 20 psf wind uplift. 5. Shop Priming: Prepare surfaces according to SSPC-SP 2 or SSPC-SP 3 2) Product: Subject to compliance with requirements, provide Kwik Bolts by Hilti. 1. Provide steel doors and frames: B. Operation of the cover shall be smooth and easy with controlled Shop prime steel joists to a dry film thickness at least 1 mil (0.025mm). I. Injection Anchors: Subject to compliance with requirements, provide one of the following PRODUCTS operation throughout the entire arc of opening and closing. A. Exterior doors and frames. or approved equal. B. Interior doors and frames. 1. Membrane sheet goods: C. Operation of the cover shall not be affected by temperature. INSTALLATION 1) HIT C-20 Injection Adhesive Anchors by Hilti. A. Membrane roofing shall be Carlisle Sure-Weld, white, 60 mil, polyester reinforced,, D. Entire scuttle shall be weathertight with fully welded corner joints PRODUCTS 2) Chem-Fast Acrylic Epoxy Injection Mortar by Rawl. on cover and curb. 1. Install joists and accessories plumb, square, and true to line; securely TPO sheet membrane as manufactured by Carlisle Syntec (Firestone & Johns-Manville fasten to supporting construction according to SJI's specifications. are approved equals). 1. Products: Republic Doors and Frames or approved equivalent. INSTALLATION 2. Field weld joists to supporting steel framework and steel bearing plates. 2. Roof Insulation: 2. Standards: ANSI/SDI-100, Recommended specifications for Standard Steel 3. Bolt joists to supporting steel framework using carbon-steel bolts, unless 1. Installation, General: A. Roof insulation shall be (2) layers of 2.5" rigid polyisocyanurate insualtion, Doors and Frames. DATE DESCRIPTION otherwise indicated. A. Discard units of material with defects that impair quality of carpentry and that are providing an LTTR R-Value of 30 minimum. 3. Fire Rated Assemblies: NFPA-80, and acceptable testing agency listing. 4. Install and connect bridging concurrently with joist erection before too small to use with minimum number of joints or optimum joint arrangement. B. Provide tapered strip around roof perimeter (if indicated), roof curbs, roof 4. Steel Doors: Standard seamless steel doors with composite construction. construction loads are applied. Anchor ends of bridging lines at top and B. Set carpentry to required levels and lines, with members plumb, true to line, cut, hatches, & all other penetrations requiring the redirection of water flow to A. Exterior Doors : SDI-100, Grade III, Model 2, Extra heavy bottom chords where terminating at walls or beams. and fitted. Fit carpentry to other construction; scribe and cope as needed for accurate the vertical drainage system. Insulation to be 2'-0" wide minimum. duty, minimum 16 gauge sheet steel, 1-3/4" thickness, polyurethane core fit. Locate nailers, blocking, and similar supports to comply with requirements for 3. Termination bar: (U-Factor 0.38 max.). attaching other construction. A. Manufacturer's standard predrilled stainless-steel or aluminum bars, B. Interior Doors: SDI-100, Grade III, Model 2, Extra heavy duty minimum C. Apply field treatment complying with AWPA M4 to cut surfaces of preservative-treated approximately 1 by 1/8 inch thick; with anchors. 16 gauge sheet steel, 1-3/4 inch thickness, full honeycomb core. lumber and plywood. 4. Walkways: C. Finish: Prime paint for field finish. D. Securely attach carpentry work as indicated and according to applicable codes and A. Provide manufacturer's standard reinforced walkway pads at step off areas at roof hatches, 5. Steel Frames: recognized standards. & in front of each service panel of roof top units. Material to be adhered, welded or A. Interior Frames: Welded type, 18 gauge sheet steel, mitered corners. E. Countersink fastener heads on exposed carpentry work and fill holes with wood filler. otherwise bonded to roof membrane using manufacturer's methods & products. B. Exterior Frames: Welded type, 16 gauge sheet steel, mitered corners. F. Use fasteners of appropriate type and length. Predrill members when necessary to 5. Flashing: C. Accessories: Door silencers at interior doors. avoid splitting wood. A. Flashing shall be membrane roofing per manufacturer's recommendations & shall include D. Finish: Prime paint for field finish. Verify w/ owner for final color. 2. Wood blocking & nailer installation: adhesives, tapes, flashings, cements & sealants, as required for a watertight seal. Flashing E. Amchorage: Provide anchors for the wall type in which the frame is to be installed. A. Install where indicated and where required for attaching other work. Form to shapes shall be of the type, thickness & size appropriate for the application. indicated and cut as required for true line and level of attached work. Coordinate 6. Fasteners: INSTALLATION locations with other work involved. A. Factory-coated steel fasteners and metal or plastic plates meeting corrosion-resistance 1. Comply with requirements of Section 01000 Project Requirements. B. Attach items to substrates to support applied loading. Recess bolts and nuts flush provisions in FMG 4470, designed for fastening membrane to substrate, and acceptable to 2. Comply with SDI-100, and NFPA 80 for fire rated assemblies. with surfaces, unless otherwise indicated. membrane roofing system manufacturer. 3. Panel Product Installation: A. Wood Structural Panels: Comply with applicable recommendations contained in PROJECT NUMBER APA Form No. E30K, "APA Design/Construction Guide: Residential & Commercial," for types of structural-use panels and applications indicated. DATABASE B. Particleboard Underlayment: Comply with the National Particleboard Association's recommendations for type of subfloor indicated. Fill and sand gouges, gaps, and DRAWN BY chipped edges. Sand uneven joints flush. CHECKED BY SP-2 Packet Pg. 68  2.1.d DEVELOPER ARCHITECTURAL & STRUCTURAL SPECIFICATIONS DIVISION 9 FINISHES STEEL STRUCTURES PAINTING COUNCIL SPECIFICATIONS SSPC-SP 1-63 Solvent Cleaning: Removal of oil, grease, dirt, soils, salts SECTION 09250 GYPSUM BOARD and contaminants by cleaning with solvent, vapor, alkali, SECTION 08331 OVERHEAD DOORS emulsifying agent, or steam. SUMMARY SUMMARY SSPC-SP 2-63 Hand Tool Cleaning: Removal of loose rust, loose mill scale, 1. Provide gypsum board at interior walls and ceilings, screw attached to and loose paint to degree specified, by hand chipping, 1. Submit Product Data and Shop Drawings for: metal framing, for tape and joint compound finish. scraping, sanding and wire brushing. A. Sectional doors. B. Coiling doors - Non fire rated SUBMITTALS SSPC-SP 3-63 Power Tool Cleaning: Removal of loose rust, loose mill C. Coiling doors - Fire rated scale, and loose paint to degree specified, by power tool 1. 2 foot square indicating texture finish. 2. Where fire doors are required, provide assemblies that comply with NFPA chipping, descaling, sanding, wire brushing and grinding. 80 & have been fire tested, rated, & labeled according to ASTM E152. PRODUCTS SSPC-SP 5-63 White Metal Blast Cleaning: Removal of all visible rust, mill GENERAL CONTRACTOR Furnish each door with a metal UL label or "Certificate of Inspection." scale, and all foreign matter by blast cleaning by wheel or 1. Gypsum Board: 3. Design and reinforce overhead coiling doors to withstand a 20-lbf/sq. ft. nozzle (dry or wet) using sand, grit or shot. (For very wind-loading pressure. A. Regular, 5/8 inch, tapered edges, ASTM C36. corrosive atmosphere where high cost of cleaning is B. Fire resistive, 5/8 inch, type "x", tapered edges, ASTM C36. warranted). PRODUCTS C. Moisture resistant, 5/8 inch, tapered edges. Use at rest room and kitchen areas, ASTM C630. SSPC-SP 6-63 Commercial Blast Cleaning: Removal of all rust, mill scale, 1. Overhead coiling doors: 2. Auxiliary Materials: paint and all other foreign matter except for light shadows A. Provide heavy duty, high-cycle rolling doors by Overhead Door A. Nails: ASTM C514. of same in less than one thirdof each square inchof Corporation - 610 Series "Service" Service Door. 20 Ga. Steel up B. Metal Accessories: Comply with ASTM C1047. blasted area. to 20'-0" wide. C. Joint Tape: Perforated paper tape. B. Provide heavy duty, fire rated rolling doors by Overhead Door SSPC-SP 7-63 Brush-Off Blast Cleaning: Blast cleaning of all except tightly D. Joint Compound: Factory mixed joint and topping compound. Corporation - 630 Series "Service" Service Door. 20 Ga. Steel up adhering residues of mill scale, rust and coatings, exposing E. Primer: Hamilton Prep-coat or USG Prime Coat. to 20'-0" wide. numerous evenly distributed flecks of underlying metal. C. Door Curtain slats: Galvanized steel door curtain slats. INSTALLATION D. Operation: Chain operated or Electric Motor Operated E. Tracks, Supports, and Hardware: Manufacturer's standard. 1. Comply with requirements of Section 01000 Project Requirements. DIVISION 10 SPECIALITIES F. Weather gasket set with mechanical fasteners to concrete panel. 2. Comply with ASTM C840, GA-214 and GA-216. G. Provide slide lock as and chain locks for all doors. 3. Install joints only over framing members. Butt to butt joints are not SECTION 10440 FIRE EXTINGUISHERS AND 2. Overhead Insulated Sectional Doors allowed. A. Provide heavy duty, high-cycle sectional doors by Overhead Door 4. Install gypsum board assemblies true, plumb, level, and in proper CABINETS STRUCTURAL ENGINEER Company - 592 Series Thermacore Insulated Steel Door. 16 Ga. relation to adjacent surfaces. steel up to 18'-0" wide. All dock level doors are to have vision 5. Provide 3-coat joint treatment such that after finishing joints are not SUMMARY panels installed. visible. 1. Provide Fire Extinguishers and Cabinets. B. Door sections: Galvanized steel factory finish baked enamel white. 6. After application of texture coating, vacuum wall surfaces and apply C. Operation: Chain operated or Electric Motor operated. prep coat. PRODUCTS D. Tracks, Supports, and Hardware: Manufacturer's standard. E. Weather gasket set with mechanical fasteners to concrete panel. SECTION 09330 CONCRETE FLOOR SEALER 1. Larsens Manufacturing Co. SWIFT STRUCTURAL, PLLC 2. Standards: U.L. Listed product F. Provide slide lock and chain locks for all doors. 3. Fire extinguishers: 3306 N. SACRAMENTO AVENUE SUMMARY CHICAGO, ILLINOIS 60618 A. Type: Multipurpose dry chemical type. INSTALLATION PHONE: 773.398.4485 1. Provide concrete floor sealer. B. Rating: 2-A:10; B:C, 10-lb capacity. DESIGN FIRM NUMBER: 184-007150 1. Install fire-rated doors to comply with NFPA 80. C. Mounting: Bracket to columns 2. Install doors per manufacturers written installation instructions. PRODUCTS 4. Fire extinguisher cabinets, refer to drawings. 1. Warehouse: MastureKure hd 300WB (formerly Lapidolith) as manufactured by SECTION 08411 ALUMINUM-ENTRANCES AND BASF Corporation or Ashford Formula as manufactured by Curecrete. INSTALLATION 2. Office: Masturekure HD 100WB (formerly Sonosil) as manufactured by BASF 1. Comply with requirements of Section 01000 Project Requirements. STOREFRONTS Corporation. SUMMARY 1. Submit Product Data, Shop Drawings, and color Samples. INSTALLATION DIVISION 11 EQUIPMENT ARCHITECT 1. Apply per manufacturer's recommendations, requirements & instructions; PRODUCTS Including floor prep, timing, ventilation, slab moisture content & SECTION 11130 DOCK EQUIPMENT DESIGN FIRM 184.008507; EXPIRATION 4.30.2023 set/cure time. Verify final floor coverings (where provided) for 1. Aluminum-framed Storefronts compatibility. See plans for locations & extent of each sealer. SUMMARY A. Manufacturer: Vistawall, United States Aluminum Corporation or 1. General Contractor to submit sut-sheets of proposed dock equipment to the Attachment: Final ARCH LPC - Palatine_Arch_020722 (607, 613, and 623 E. Algonquin Road and 1825 S. Roselle Road) approved equivalent. B. Types: As indicated on the drawings. SECTION 09900 PAINTING Architect & Owner for review & approval. This section includes the following: A. Dock Levelers C. Hardware: As indicated on the drawings. SUMMARY D. Finish: As indicated on the drawings. B. Dock Bumpers 1. Provide painting and surface preparation for interior and exterior C. Dock Deals INSTALLATION unfinished surfaces as scheduled. D. Door Track Guards 6. Submit Product Data, Shop Drawings, and color Samples. 1. Provide all hardware, brackets, reinforcements, glazing gaskets, & other SUBMITTALS 1320 NELSON CIRCLE components necessary for a complete & weathertight installation. PRODUCTS WHEATON, ILLINOIS 60189 - 847.624.4425 2. Install per manufacturers written installation instructions. 1. Submit product data, samples, extra stock consisting of one unopened gallon of each color and gloss of paint used. 1. Dock Levelers: Rite Hite RHM, mechanical dock leveler with 35,000# capacity. Provide toe guards, weatherseal & 16" (min.) lip. Size to be 7'x8' (coordinate COPYRIGHT O c 2021, SECTION 08710 FINISH HARDWARE Products with foundation plan & dock pit. Include 4 1/2" deep rubber dock bumpers BY ARCHITECTS PLUS DESIGN STUDIO, PLLC 24"H x 11"W x 4 1/2"D nom. McGuire, Serco are approved equals. SUMMARY 1. Products: Provide paint as indicated on the drawings. 2. Dock Seals: Provide Serco S-700 Series (or approved equal) dock seal 1. Provide hardware for doors. 2. Provide special coating systems as scheduled, by Tnemec Protective with 24"h head curtain with pull rope assembly. 6/12 side pads to be 40 oz. 2. Comply with code and accessibility requirements. Coatings. black vinyl with 8" black 40 oz. wear pleats at the head & sides. Provide 3. Regulations: Comply with local V.O.C. and environmental regulations. side mounting brackets. Provide supplemental ppt wood bucks or framing members SUBMITTALS as required to fasten to the exterior wall. Provide yellow guide stripe along INSTALLATION 1. Submit product data, hardware schedule, samples and maintenance side pads. 1. Comply with the regulations of Section 01000 Project Requirements. 3. Door Track Guards: Bluff Manufacturing Products door track guard PRODUCTS 2. Remove cover plates, hardware, from surfaces to be painted and DG 48"h x 3/16" steel guard & 10"x10"x3/8" base plate. Fasten to protect adjacent areas and surfaces. floor using manufacturer's recommended expansion bolt anchors. Do not 1. Provide hardware as indicated and/or scheduled on the drawings. Provide 3. Sand before painting until smooth and flat and sand between coats. fasten vertically to the exterior wall without approval from the products from manufacturers specified for those hardware items. Where 4. Apply paint at manufacturers recommended dry film thickness and Architect or Owner. Fasten thru the unit's pre-drilled base plate holes manufacturer is not indicated provide contractor selected hardware item number of coats. in the same number as the number of holes provided. Locate 2" min. that will function in the location indicated on Drawings. 5. Recoat areas which show bleed-thru or defects. from any portion of track or as recommended by the manufacturer. Verical 2. Product Requirements: 6. Paint all edges of doors. guard portion to have no sharp edges & eased, rounded corners. Taper the A. Hardware for Fire Rated Openings: NFPA 80 and local 7. Clean paint splatter from adjacent surfaces and glass. leading corner at the tops of the guard exposed to the door face. Units requirements. 8. Touchup damaged surfaces at completion of construction. to be prefinished & coated in safety yellow. B. Handicapped Accessibility: ANSI A117.1, ADAAG and local requirements. SCHEDULE INSTALLATION C. Materials and Application: ANSI A156 Standards. 1. Provide paint systems complying with the following: 1. Installation General: D. Quality Level: Commercial type. A. Abbreviations: A. Install all equipment to Manufacturer's recommended standards, 3. Locksets and Latchsets: Best Access System, series as indicated on hardware schedule. 1) DFT/CT = Dry Film Thickness per coat using their recommended anchoring systems. 2) SSPC = Steel Structures Painting Council specs, see below ALGONQUIN ROAD, PALATINE, ILLINOIS 4. Lock Cylinders: Interchangeable type. 5. Keying: Owner's requirements. EXTERIOR PAINT SCHEDULE 6. Hinges and Butts: Full mortise type, non-removable pins at exterior DIVISION 21 FIRE SUPPRESSION PALATINE 90 doors. Provide 1-1/2 pair at each door, unless otherwise noted. Steel: Surface Preparation: SSPC-SP-2-63 or 3-63 NEW OFFICE WAREHOUSE FOR: 7. Closers: Barrier free type. Norton - refer to hardware schedule. Primer: 233A110, 3MILS DFT/CT, 1 coat SECTION 15300 FIRE PROTECTION 8. Hardware Finish: Satin Chrome Plated (626), unless noted otherwise. Topcoat: 197A100 or colors, 2MILS DFT/CT, 2 coats 9. Flush bolts: With dustproof strikes at pairs of doors. Aluminum: Surface Preparation: SSPC-SP 1-63 SUMMARY 10. Automatic Door Bottoms: At each exterior door. Primer: 155A101, 1MIL DFT/CT, 1 coat 1. Provide fire protection systems for the following: 11. Weather-stripping: At all exterior doors, apply rigid jamb weather-strip Topcoat: 159A100, 111A100 or colors, 1.5MILS DFT/CT, A. Sprinkler system at head and jambs. 2 coats 2. Coordinate location of fire protection systems to avoid interference with 12. Thresholds: 1/2 inch maximum height, complying with ADA regulations. location of designated light fixtures. Galvanized: Surface Preparation: SSPC-SP 1-63 3. Do not cut structural elements without prior written approval from INSTALLATION Primer: 155A101, 1MIL DFT/CT, 1 coat architect. 1. Comply with requirements of Section 01000 Project Requirements. Topcoat: 159A100, 111A100, 103A100 or colors, 1.5MILS 2. Comply with DHI "Recommended Locations for Builders Hardware" and DFT/CT, 2 coats SUBMITTALS hardware manufacturers instructions. Wrought Iron: Surface Preparation:SSPC-SP 2-63 or 3-63 1. Submit fire sprinkler drawings identified as "working plans" and hydraulic 3. Refer to door Schedule for additional hardware requirements. Primer: 233A110, 3MILS DFT/CT, 1 coat calculations according to NFPA 13. Topcoat: 197A100 or colors, 2MILS DFT/CT, 2 coats 2. Submit test reports and certificates as described in NFPA 13. SECTION 08810 GLAZING LOGISTICS CENTER or Topcoat: 159A100 or colors, 1.5MILS DFT/CT, 2 coats 3. Hydraulically design sprinkler systems in accordance with NFPA 13. SUMMARY Wood: Surface Preparation: Clean and Prime immediately PRODUCTS Primer: 218A100, 2 MILS DFT/CT, 1 coat 1. All exterior glazing shall meet the requirements of the 2015 IECC. 1. Provide new materials suitable for service intended complying with Topcoat: 159A100, 103A100 or colors, 1.5MILS DFT/CT, 2. All windows, storefronts & curtainwalls shall provide an average system 2 coats approved submittals. UL listed and labeled and FM approved. U-Factor of 0.38 & all entrance doors shall provide a system U-Factor 2. Sprinkler heads: of 0.77. Concrete Walls: Surface Preparation: Remove any visible efflorescence, A. Warehouse & areas w/ exposed structure: exposed, ESFR type 3. Glass contractor to submit certificate of compliance with IECC dirt or other residues heads. requirements for material & system performance with shop drawing submittal. Primer: Sherwin Williams Loxon Concrete & Masonry Primer (1 coat) B. Office areas w/ gyp. bd. or susp. ceiling: semi-recessed heads, 4. All exterior glazing shall be 1" (1/4", 1/2", 1/4") Low-E, insulated tinted Topcoat: Sherwin Williams SuperPaint Exterior Acrylic Paint (2 coats) chrome w/ chrome escutcheon. glass as manufactured by Pilkington Architectural Glass or approved equal. 3. Provide smoke detectors & sprinkler system. Concrete Block: Filler: 127A100 back roll & squeegee level w/block surface 5. See drawings for color & type. 4. Power sources: Emergency or power system backup. Topcoat: 159A100, 111A100, 103A100 or colors, 1.5MILS 6. Provide tempered panes where adjacent to doors, required by code due to DFT/CT, 2 coats proximity to finish floor & as noted on the drawings. INSTALLATION INTERIOR FINISH SCHEDULE PRODUCTS 1. Comply with applicable codes, ordinances, regulations, and NFPA standards Steel: Surface Preparation: SSPC-SP-2-63 or 3-63 13, 13R, 26, 70, and 96 as applicable. 1. Exterior vision glass shall be 1" (1/4", 1/2", 1/4") Low-E. See drawings Primer: 233A110, 3MILS DFT/CT, 1 coat 2. Conceal piping to the greatest extent practical. for locations & glass color. Topcoat: 197A100 or colors, 2MILS DFT/CT, 2 coats 3. Center ceiling-mounted elements in center of ceiling panels. 2. Exterior spandrel glass shall be 1" (1/4", 1/2", 1/4") Low-E, heat strengthened or Topcoat: 186A100 or colors, 1.5MILS DFT/CT, 2 coats 4. Maintain indicated fire ratings of walls, partitions, and ceilings at glass with ceramic frit coating on the #3 surface. See drawings for penetrations. Seal with fire stopping to maintain fire ratings. locations & glass color. All spandrel glass shall be 100% opaque. Aluminum: Surface Preparation: SSPC-SP 1-63 5. Test all systems for proper operation, including backup and alarm system. 3. All interior glass shall be 1/4" thick clear tempered glass. Primer: 155A101, 1MIL DFT/CT, 1 coat 6. Instruct Owners personnel in proper operation of system. DATE DESCRIPTION A. Provide safety glass as required by code in rated wall assemblies. Topcoat: 197A100 or colors, 2MILS DFT/CT, 2 coats B. Provide cut openings for talk holes as indicated on the drawings. or Topcoat: 186A100 or colors, 1.5MILS DFT/CT, 2 coats C. Grind all opening edges & exposed glass edges smooth & round. Galvanized: Surface Preparation: SSPC-SP 1-63 DIVISION 22 PLUMBING D. Provide fire rated safety glass in doors as noted on the drawings. E. Glass noted to be textured in the door schedule to be 1/4", tempered Primer: 155A101, 1MIL DFT/CT, 1 coat REFER TO MECHANICAL DWGS FOR "stippolyte" pattern by Pilkington, or approved by the Architect. Topcoat: 197A100 or colors, 2MILS DFT/CT, 1 coat ADDITIONAL INFORMATION or Topcoat: 186A100 or colors, Self Prime, 2 coats INSTALLATION Wrought Iron: Primer: 233A110 - 3MILS DFT/CT, 1 coat 1. Contractor/supplier to provide glass treatment as appropriate for its Topcoat: 197A100 or colors, 2MILS DFT/CT, 1 coats DIVISION 23 MECHANICAL intended use, dimension, & area, to withstand all wind & thermal loading or Topcoat: 186A100 or colors, 1.5MILS DFT/CT, 2 coats REFER TO MECHANICAL DWGS FOR for the exposure that the panes & framing are subject to. Concrete Walls: Surface Preparation: Remove any visible efflorescence, ADDITIONAL INFORMATION dirt or other residues Primer: Sherwin Williams Loxon Concrete & Masonry Primer (1 coat) Topcoat: Sherwin Williams Pro-Mar 100 Interior Latex Paint (1 coats) DIVISION 26 ELECTRICAL Concrete Block: Filler: 127A100 spray apply 100 to 150 SQ.FT./Gal - back REFER TO ELECTRICAL DWGS FOR roll to fill voids and smooth joints Topcoat: 183A100 or colors, 1.5MILS DFT/CT, 2 coats ADDITIONAL INFORMATION or Topcoat: 197A100, 182A100, or colors, 2MILS DFT/CT, 2 coats Gypsum Board Primer: 214A100, 1.5MILS DFT/CT, 1 coat Wall: Topcoat: 183A100 or colors, 1.5MILS DFT/CT, 2 coats PROJECT NUMBER or Topcoat: 182A100 or colors, 2MILS DFT/CT, 2 coats DATABASE Wood Doors Prefinished Option: Provided by Finestra or approved equal and Trim: Raw Wood Surface Preparation: Sand off nibs & fill open grain woods DRAWN BY (oak, mahogany, ash, hickory, etc.) with 280A110 CHECKED BY Stain Coat: Penetrating oil stain. Wipe to desired depth. See Owner before stain is selected. Contractor will supply stain. Owner will not supply stain. Sealer Coat: 226A110, 1 coat, sand Topcoat: 273A113 or 273A114, 1MIL DFT/CT, 2 coats SP-3 Packet Pg. 69  2.1.e SITE DATA SITE AREA (±28.55 AC.) ± 1,243,772 S.F. DETENTION SEE CIVIL DRAWINGS BUILDING AREA 367,696 S.F. ALG PARKING ON Attachment: Palatine_Site A_Final Site Plan_011422 (607, 613, and 623 E. Algonquin Road and 1825 S. Roselle Road) QUI CAR PARKING PROVIDED 351 CARS N ACCESSIBLE CAR PARKING 12 CARS ROA D TOTAL FUTURE CARS 363 CARS TOTAL EXTERIOR DOCKS PROVIDED EXTERIOR DOCKS 36 DOCKS FUTURE EXTERIOR DOCKS 24 DOCKS TOTAL FUTURE EXTERIOR DOCKS 60 DOCKS DRIVE-IN TOTAL TRAILER STALLS 70 STALLS DRIVE IN OVERHEAD DOORS 2 DOORS CLEAR HEIGHT 36'-0" 11.5' 162' 12' 360' 190' DETENTION OFFICE/ WHSE. 367,696 S.F. DRIVE-IN 72.63' SCHEME A ALGONQUIN ROAD PALATINE, ILLINOIS 50 200 SITE PLAN 0 100 400 Packet Pg. 70 1.14.2022 2001.014.JMW  2.1.f Landscape Plan LOGISTICS PROPERTY COMPANY Palatine, Illinois January 21, 2022 CONSULTANTS: INDEX OF SHEETS LANDSCAPE ARCHITECT: SHEET NO. DESCRIPTION GARY R. WEBER ASSOCIATES, INC 402 WEST LIBERTY DRIVE 0 COVER SHEET Attachment: Final Landscaping plan (607, 613, and 623 E. Algonquin Road and 1825 S. Roselle Road) WHEATON, ILLINOIS 60187 1 OVERALL LANDSCAPE PLAN S QUENTIN ROAD HARPER COLLEGE 2 LANDSCAPE PLAN 3 LANDSCAPE PLAN CIVIL ENGINEER: 4 SPECIFICATIONS JACOB & HEFNER ASSOCIATES, INC. W AL GO 1333 BUTTERFIELD ROAD, SUITE 300 NQ UIN RO DOWNERS GROVE, ILLINOIS 60515 AD - IL LIN OIS RO UT E 6 2 ROSELLE ROAD ST MICHAEL CEMETARY SUBJECT PROPERTY LOCATION MAP SCALE: 1"=400' Packet Pg. 71  2.1.f GENERAL NOTES PLANT LIST ALG ON QU IN R OA CIVIL ENGINEER D JACOB & HEFNER ASSOCIATES, INC. 1333 BUTTERFIELD ROAD, SUITE 300 DOWNERS GROVE, ILLINOIS 60515 IVE L EG E DR COL LOGISTICS PROPERTY COMPANY Attachment: Final Landscaping plan (607, 613, and 623 E. Algonquin Road and 1825 S. Roselle Road) OVERALL LANDSCAPE PLAN SHEET 2 PALATINE, ILLINOIS SHEET 3 2 1.21.2022 NATIVE SEED QUANTITIES 1 REVISIONS 10.28.2021 XREFS: DATE 9.17.2021 PROJECT NO. JH21117 DRAWN TRC CHECKED GFB 0' 40' 80' 160' 240' SHEET NO. SCALE: 1"=80' NORTH PLOT CONFIG: R Know what's below. Call before you dig. 1 OF 4 Packet Pg. 72  2.1.f CIVIL ENGINEER JACOB & HEFNER ASSOCIATES, INC. 1333 BUTTERFIELD ROAD, SUITE 300 DOWNERS GROVE, ILLINOIS 60515 ALG ONQ UIN ROA D PLANT COMMUNITY SECTION NOT TO SCALE LOGISTICS PROPERTY COMPANY E Attachment: Final Landscaping plan (607, 613, and 623 E. Algonquin Road and 1825 S. Roselle Road) DRIV LEG E COL NORTH OFFICE FOUNDATION LANDSCAPE PLAN LANDSCAPE DETAIL SCALE: 1"=20' PALATINE, ILLINOIS NATIVE SEED LEGEND NORTH OFFICE FOUNDATION SEE DETAIL THIS SHEET 2 1.21.2022 1 10.28.2021 REVISIONS XREFS: DATE 9.17.2021 MATCHLINE - SEE SHEET 3 MATCHLINE - SEE SHEET 3 PROJECT NO. JH21117 DRAWN TRC CHECKED GFB SHEET NO. 0' 25' 50' 100' 150' PLOT CONFIG: SCALE: 1"=50' NORTH R Know what's below. Call before you dig. 2 OF 4 Packet Pg. 73  2.1.f PLANTING DETAILS PERENNIALS AND GROUNDCOVERS NOT TO SCALE CIVIL ENGINEER JACOB & HEFNER NATIVE SEED LEGEND ASSOCIATES, INC. 1333 BUTTERFIELD ROAD, SUITE 300 DOWNERS GROVE, ILLINOIS 60515 DECIDUOUS AND EVERGREEN SHRUBS DECIDUOUS TREES EVERGREEN TREES NOT TO SCALE NOT TO SCALE NOT TO SCALE MATCHLINE - SEE SHEET 2 MATCHLINE - SEE SHEET 2 LOGISTICS PROPERTY COMPANY Attachment: Final Landscaping plan (607, 613, and 623 E. Algonquin Road and 1825 S. Roselle Road) LANDSCAPE PLAN PALATINE, ILLINOIS SOUTH OFFICE FOUNDATION SEE DETAIL THIS SHEET 2 1.21.2022 1 10.28.2021 REVISIONS XREFS: DATE 9.17.2021 PROJECT NO. JH21117 0' 25' 50' 100' 150' SOUTH OFFICE FOUNDATION SCALE: 1"=50' NORTH DRAWN TRC LANDSCAPE DETAIL CHECKED SHEET NO. GFB SCALE: 1"=20' PLOT CONFIG: R Know what's below. Call before you dig. 3 OF 4 Packet Pg. 74  2.1.f CIVIL ENGINEER JACOB & HEFNER ASSOCIATES, INC. 1333 BUTTERFIELD ROAD, SUITE 300 DOWNERS GROVE, ILLINOIS 60515 LOGISTICS PROPERTY COMPANY Attachment: Final Landscaping plan (607, 613, and 623 E. Algonquin Road and 1825 S. Roselle Road) ” SPECIFICATIONS PALATINE, ILLINOIS 2 1.21.2022 1 10.28.2021 REVISIONS XREFS: DATE 9.17.2021 PROJECT NO. JH21117 DRAWN TRC CHECKED GFB SHEET NO. PLOT CONFIG: R Know what's below. Call before you dig. 4 OF 4 Packet Pg. 75  2.1.g Packet Pg. 76 Attachment: LPC_Screen Berm_02-21-2022 (607, 613, and 623 E. Algonquin Road and 1825 S. Roselle Road)  2.1.h Attachment: LPC Monument Sign Detail_02-23-2022 (607, 613, and 623 E. Algonquin Road and 1825 S. Roselle Road) 4'-0" 11'-0" PRECAST CONCRETE PANEL W/ CAST-IN FORMLINER REVEALS (PAINTED) PRECAST CONCRETE PANEL W/ SMOOTH FINISH (PAINTED) 8'-0" TENANT # 1 TBD 6'-0" RAISED METAL TENANT TENANT # 2 TBD SIGNAGE BOARDS (TYP.) FINISHED GRADE 15'-0" MONUMENT SIGN ELEVATION (98 S.F.) SCALE: 1/2" = 1'-0" SCHEME A PALATINE, ILLINOIS 6" 2'-0" SIGNAGE 0 1'-0" 4'-0" Packet Pg. 77 2.23.2022 2021.014.JMW  2.1.i N Attachment: LPC Monument Sign Plan View_03-07-2022 (607, 613, and 623 E. Algonquin Road and 1825 S. Roselle Road) 5030 38th Avenue, Suite 5, Moline, IL 61265 PHONE: (309) 757-1900, FAX: (309) 797-5690 www.jacobandhefner.com Packet Pg. 78  2.1.j ALG ON QU IN IVE DR E CO LLE G RO AD LOT 1 Attachment: LPC Palatine I Plat of Subdivision (1) (607, 613, and 623 E. Algonquin Road and 1825 S. Roselle Road) 1333 Butterfield Road, Suite 300, Downers Grove, IL 60515 PHONE: (630) 652-4600, FAX: (630) 652-4601 www.jacobandhefner.com Illinois Professional Design Firm License No. 184-003073 Exp. 4/30/23 Packet Pg. 79  2.1.j Attachment: LPC Palatine I Plat of Subdivision (1) (607, 613, and 623 E. Algonquin Road and 1825 S. Roselle Road) 1333 Butterfield Road, Suite 300, Downers Grove, IL 60515 PHONE: (630) 652-4600, FAX: (630) 652-4601 www.jacobandhefner.com Illinois Professional Design Firm License No. 184-003073 Exp. 4/30/23 Packet Pg. 80  2.1.j Attachment: LPC Palatine I Plat of Subdivision (1) (607, 613, and 623 E. Algonquin Road and 1825 S. Roselle Road) 1333 Butterfield Road, Suite 300, Downers Grove, IL 60515 PHONE: (630) 652-4600, FAX: (630) 652-4601 www.jacobandhefner.com Illinois Professional Design Firm License No. 184-003073 Exp. 4/30/23 Packet Pg. 81  N 1333 Butterfield Rd, Suite 300, Downers Grove, IL 60515 PHONE: (630) 652-4600, FAX: (630) 652-4601 www.jacobandhefner.com 2.1.k Packet Pg. 82 Attachment: LPC Sidewalk Exhibit_01-06-2022 (607, 613, and 623 E. Algonquin Road and 1825 S. Roselle Road)  2.1.l Attachment: Petitioner Narrative - 2022-03-07_LPC Response for Plan Commission_Palatine (607, 613, and 623 E. Algonquin Road and 1825 S. March 7, 2022 To: Ben Vyverberg Director of Planning and Zoning Village of Palatine 200 East Wood Street Palatine, IL 60067 RE: Petitioner’s Response to Staff Comments Final Planned Development, Final Plat, and Rezoning 607 to 623 East Algonquin Road Village of Palatine Case ID #7190 Dear Mr. Vyverberg, Logistics Property Company, LLC (hereinafter “LPC”) presented a petition for a Preliminary Planned Development and a Preliminary Plat for the above-referenced project to the Palatine Village Council on December 13th, 2021. The Village Council approved these petitions that evening, and LPC subsequently submitted a petition for Final Planned Development, Final Plat, and Rezoning of the subject property on January 21st, 2022. All plans submitted are in substantial conformance with the approved, Preliminary Planned Development and Preliminary Plat. Following this submittal, LPC forwarded the following plans to the Village: • Revised Architectural Plans and Corner Entry Rendering (by Architects Plus Design Studio, PLLC, dated February 3rd, 2022) • Revised Civil Engineering Final Plans (by Jacob & Heffner Associates, dated February 28th, 2022) The revised architectural plans reflect an upgraded corner entry design, and the revised civil engineering plans addressed comments received from the Village on February 22nd and 23rd. Additionally, LPC is attaching supplemental information (attached hereto) and provides the following responses to staff’s comments: Planning and Zoning Comments: a. Please provide an anticipated development and construction schedule for the property. LPC Response: Assuming the Final Planned Development, Final Plat, and Rezoning are approved, the petitioner is targeting the following construction schedule: • Building Permit Issuance: 2022-04-08 • Site Permits / Approvals Complete: 2022-06-10 • Contractor Mobilization: 2022-06-15 • Pad Construction complete: 2022-07-26 Logistics Property Company, LLC wfreve@logisticspropco.com One North Wacker Drive, Suite 1925 +1 708 667 6913 – Direct Chicago, IL 60606 +1 630 452 9516 -- Mobile Packet Pg. 83  2.1.l Attachment: Petitioner Narrative - 2022-03-07_LPC Response for Plan Commission_Palatine (607, 613, and 623 E. Algonquin Road and 1825 S. • Begin Foundations: 2022-07-27 • Begin Precast Panel Erection: 2022-08-22 • Begin Structural Steel Erection: 2022-09-05 • Roofing Installation: 2022-10-17 • Begin MEP Installation: 2022-10-24 • Concrete Slab Pours: 2022-11-02 • Pavement & Landscaping Complete: 2022-11-24 • Exterior Painting Complete: 2022-11-29 • MEP Installation Complete: 2022-12-22 • Substantial Completion: 2022-12-27 b. Thank you for including Staff in the discussions with the HOAs north of the Subject Property. As noted, the Village Council requested that you work with the HOAs to identify additional screening alternatives to provide noise and headlight reductions from the proposed development. As a follow up submission, please provide a summary narrative identifying the discussions and status of these alternatives with both HOAs. LPC Response: LPC began discussions with both HOAs of the properties located at the NW corner (520 Algonquin Road) and NE corner (601-603 College Drive) of the College Drive and Algonquin Road intersection in early January. Our intent was to provide the HOAs an appropriate contribution that would allow them to mitigate any perceived impacts from the proposed project for their residents. As a result of early discussions, LPC directed our Landscape Architect to prepare two exhibits of potential screening solutions for the HOAs, as well as estimates of construction cost to construct the two plans. LPC has offered to contribute the respective amounts to both HOAs. To date, the 520 Algonquin Road HOA has been in dialogue with us and has requested a higher contribution. LPC anticipates coming to an agreement in the near future. The 601- 603 College Drive HOA has been less responsive, and (as of the date of this letter) has not responded to LPC’s latest offer. We will continue to follow up with them to reach an amenable solution. We have copied staff on all our written communication with both HOAs. c. Please provide the additional details about the proposed screening walls. The plans reference those details, but that information did not appear to be included with the plans. Also, Staff will want to better understand the coordination of the screening walls into the grading area and berms along Algonquin Road. With the proposed elevation changes, are the concurrent screening wall material/color changes that are also contemplated ? LPC Response: LPC has included a 3D perspective exhibit showing the intent of the screening walls (EXHITBIT 1). In general terms, the screen walls will be roughly 6” to 12” shorter than the adjacent berms. They are intended to continue the screening of the berms as the slopes start to taper off to meet the grades at the driveways. They will be an architectural feature that “frames” the truck access driveway and provide an opportunity for tenant signage. The screening walls will be coordinated to match the precast materials and color of the warehouse building. Logistics Property Company, LLC wfreve@logisticspropco.com One North Wacker Drive, Suite 1925 +1 708 667 6913 – Direct Chicago, IL 60606 +1 630 452 9516 -- Mobile Packet Pg. 84  2.1.l Attachment: Petitioner Narrative - 2022-03-07_LPC Response for Plan Commission_Palatine (607, 613, and 623 E. Algonquin Road and 1825 S. d. The proposed berming and additional landscaping along Algonquin Road should accomplish additional noise reduction and benefit to the surrounding properties. Will there be any freestanding signage along Algonquin Road proposed ? Do LPC projects typically have a multitenant freestanding sign for development such as this ? Staff would envision a monument style sign and likely interior directional signs for the development. Additionally, are you anticipating attached signage on the north side of the building ? The FPD ordinance will propose that the manufacturing district sign guidelines are followed, which would allow one freestanding sign. LPC Response: LPC anticipates constructing a freestanding monument sign near the west entrance of the property (see the signage details in EXHIBITS 2A and 2B). We request this location sign size be approved as part of the Final Planned Development. Building signage tends to be tenant driven; we do not have current plans to put signs on the northern building wall, but we do wish to maintain the flexibility to apply for code-compliant signage in the future. e. Site lighting plan/narrative – on the north side of the building, Staff will likely be recommending the use of light poles directed down to limit the impact to the surrounding residential properties on the north side of the building. Additionally, Staff will likely be recommending that any exterior wall lighting would be placed no higher than a certain point on the building than a certain height to ensure impact to the residential properties to the north. At a minimum, a site lighting narrative should be submitted explaining the planned exterior lighting and the measures taken to comply with the Code requirements and mitigate any impact to the surrounding properties. LPC Response: LPC acknowledges the Village’s concern with site lighting, and we agree to light the northern side of the building with pole mounted fixtures (directed back towards the building) in lieu of wall packs. Additionally, please note that that the light fixtures will be located near the north curb line of the driveway, and will therefore be behind the berm and landscaping in the front yard. Generally, the building and surrounding areas will be lit with architectural fixtures attached to the building elevations (“wall packs”) on the east, west, and south sides. Due to the depth of the parking and loading areas, the east and west sides of the property will contain additional, pole-mounted site lighting. All fixtures will be energy-efficient LED fixtures, and the photometric plan will be designed to meet all applicable codes with respect to lighting levels at the property line. f. Cross access/REA – Prior to recording of the Plat, the cross access documentation and information shall be submitted in a manner acceptable to the Village Attorney and Village Engineer. LPC Response: The Final Plat of Subdivision contains the requested cross access easement and easement provisions. Additionally, the limits of this easement are shown on the most recent set of civil engineering plans submitted to the Village. g. Sidewalk extension on the north side of Algonquin Road - Was this evaluated as part of the ENG review for Final Planned Development ? As of yet, Staff has not discussed this with either the Palatine Park District or Harper College. Logistics Property Company, LLC wfreve@logisticspropco.com One North Wacker Drive, Suite 1925 +1 708 667 6913 – Direct Chicago, IL 60606 +1 630 452 9516 -- Mobile Packet Pg. 85  2.1.l Attachment: Petitioner Narrative - 2022-03-07_LPC Response for Plan Commission_Palatine (607, 613, and 623 E. Algonquin Road and 1825 S. LPC Response: Please see EXHIBIT 3 showing one possible routing of the sidewalk. It is possible from a grading standpoint, but this sidewalk would be crossing a drainage swale, and my engineer has indicated this would require the permitting of a culvert through both MWRD and the Village of Schaumburg. It is the petitioner’s preference to construct the sidewalk adjacent to the subject site on the south side of Algonquin road. h. Loading docks – Please confirm that the proposed loading docks will use a dock seal mounting and that loading/unloading will occur from the interior of the building. LPC Response: Confirmed. Although the proposed project can accommodate up to 60 total dock doors, LPC plans to install 36 dock doors with dock seals with the initial construction. The remaining 24 door positions will have precast “knockout panels” so the panels may have doors openings cut into them for future doors. i. Site marketing information – Please provide any updates to the intended site marketing for the building and uses. Specifically, please indicate if there are any anticipated updates to the targeted uses for the building. LPC Response: The new development will be marketed to a wide range of potential users including but not limited to distribution, manufacturing, light assembly, and corporate headquarters. LPC has hired Jeff Provenza and Todd Hendricks of Darwin Realty as listing agents to market the building to potential tenants. Darwin Realty is a privately held real estate brokerage, asset management, investment, and development firm based in suburban Chicago. Since 1975, Darwin Realty has established a dominant position in Chicago’s dynamic industrial and commercial real estate market. Engineering Comments: LPC Response: Engineering comments were provided by the Village on February 22nd and 23rd. Jacob and Heffner responded to these comments in a response letter and plan set dated February 28th. The response letter is attached as EXHIBIT 4. We trust that these plan changes and responses to the Village comments are satisfactory to staff. If you have any questions on the above, or if you require any additional information, please feel free to contact me to discuss. Sincerely, Wilfrid Freve Senior Vice President, Midwest Region wf/cc: A. Martell, B. Fish (LPC) P. Bazos (Bazos, Freeman, Schuster & Pope, LLC.) Logistics Property Company, LLC wfreve@logisticspropco.com One North Wacker Drive, Suite 1925 +1 708 667 6913 – Direct Chicago, IL 60606 +1 630 452 9516 -- Mobile Packet Pg. 86  2.1.m Attachment: Off-site screening proposal and plan - 522 Algonquin Rd Condominiums (3-story condiminium building directly north of the Subject PLANT LIST BUFFER YARD GE D DR. ROA LOCATION W AL CO GO LLE TIN NQ UIN RO UEN AD S Q PROJECT LOCATION SCALE: 1"=400' NORTH 6' FENCE DETAIL NOT TO SCALE COLLEGE DRIVE ALGONQUIN ROAD BUFFER YARD FENCE AND PLANTING PLAN 0 15' 30' 60' SCALE: 1"=30' NORTH OFFSITE SCREENING EXHIBIT JACOB & HEFNER GARY R. WEBER ASSOCIATES, INC. LAND PLANNING LOGISTICS PROPERTY COMPANY ASSOCIATES ECOLOGICAL CONSULTING LANDSCAPE ARCHITECTURE 1/24/2022 PALATINE, ILLINOIS WWW.GRWAINC.COM Packet Pg. 87 L:\Projects\JH21117\Acad\JH21117_B01_01EX.dwg  2.1.n Attachment: Off-site screening proposal and plan - College Hill landscaping concept plan (607, 613, and 623 E. Algonquin Road and 1825 S. RIV E ED LEG COL ALG O NQU INR OAD PLANT LIST 0 10' 20' SCALE: 1"=20' NORTH OFFSITE SCREENING JACOB & HEFNER GARY R. WEBER ASSOCIATES, INC. LAND PLANNING LOGISTICS PROPERTY COMPANY ASSOCIATES ECOLOGICAL CONSULTING LANDSCAPE ARCHITECTURE PALATINE, ILLINOIS WWW.GRWAINC.COM 1/24/2022 L:\Projects\JH21117\Acad\JH21117_B01_02EX.dwg Packet Pg. 88  45 t f 2.1.o Packet Pg. 89 Attachment: Drvieway Sketch Option 3 (607, 613, and 623 E. Algonquin Road and 1825 S. Roselle Road)  2.1.p Packet Pg. 90 Attachment: LPC - Palatine - Final ALTA Survey - 01-18-22 (607, 613, and 623 E. Algonquin Road and 1825 S. Roselle Road)  2.1.q FINAL PLANNED DEVELOPMENT Department of Planning & Zoning 200 E. Wood Street  Palatine, IL  60067-5339 Attachment: Village of Palatine Final PD SUB REZ Applications (607, 613, and 623 E. Algonquin Road and 1825 S. Roselle Road) Telephone: (847) 359-9047  Fax (847) 963-6247 www.palatine.il.us CONTACT INFORMATION WORKSHEET PETITIONER(S) Business Name (If applicable) Aaron Martell LPC Palatine I, LP Address City/State/Zip Code One North Wacker Drive, Suite 1925 Chicago, IL 60606 Telephone Fax 708-667-6908 N/A Email amartell@logisticspropco.com Subject Property Address 623 Algonquin Road; Palatine, IL 60067 AUTHORIZED AGENT (if applicable) Business Name (if applicable) N/A Address City/State/Zip Code Telephone Fax Email LPC Palatine I, LP A Delaware limited partnership By: LPC Palatine I GP, LLC A Delaware limited liability company Its general partner By: ____________________________ 01/21/2022 Page 6 of 20 Date: _____________________________ Aaron S. Martell, Vice President Packet Pg. 91  2.1.q Real Estate Interest Disclosure Form Attachment: Village of Palatine Final PD SUB REZ Applications (607, 613, and 623 E. Algonquin Road and 1825 S. Roselle Road) Name of Disclosing Party (individual, business, etc.) LPC Palatine I, LP Relationship to Petitioner (check one) □ Petitioner □ Legal Entity holding an Interest (i.e. realtor, attorney, etc.) □ Legal Entity Holding a Right of Control (i.e. landlord, etc.) Address of Disclosing Party City/State/Zip Code One North Wacker Drive, Suite 1925, Chicago, IL 60606 Telephone Fax Email 708-667-6940 N/A Address of Subject Property City/State/Zip Code 623 Algonquin Road Palatine, IL 60067 Legal Description of Subject Property (see plat of survey or title) See ALTA/NSP Survey List All Persons Deriving an Interest in Subject Property (i.e. owner, lessee, etc.) Name Address Legal Interest LPC Palatine I, LP One North Wacker Drive, Suite 1925, Chicago, IL 60606 Owner _________________________________________________________________________________ _________________________________________________________________________________ _________________________________________________________________________________ I affirm that there are no other persons deriving any interest from or through me or from or through any other person or entities above set forth in the property which is the subject of the contract or application for which I am filing this disclosure notice whom I have not disclosed. I understand that if there are any changes in the interest disclosed in this disclosure notice during the terms of the subject contract or before the Village has taken final action on the matter for which this disclosure notice is filed, I shall file a subsequent disclosure notice disclosing such changes. See signature block below ____________________________________________________________________ Signature Date SUBSCRIBED AND SWORN TO before me this ____ day of _____________________ 20___. ____________________________________________________________________ Notary Public Signature Project Planner Zoning Case # LPC Palatine I, LP A Delaware limited partnership By: LPC Palatine I GP, LLC A Delaware limited liability company Its general partner Page 9 of 20 By: ____________________________ 01/21/2022 Date: _____________________________ Aaron S. Martell, Vice President Packet Pg. 92  2.1.q REZONING Department of Planning & Zoning 200 E. Wood Street  Palatine, IL  60067-5339 Telephone: (847) 359-9047  Fax (847) 963-6247 Attachment: Village of Palatine Final PD SUB REZ Applications (607, 613, and 623 E. Algonquin Road and 1825 S. Roselle Road) www.palatine.il.us Project Planner Zoning Case # Office Use Only Filing Fee Notification Deadline Date received PLEASE TYPE OR PRINT IN INK: 1. Name of Petitioner(s): LPC Palatine I, LP (Contact: Aaron Martell) 2. Authorized Agent of Petitioner (if different): Name: N/A Address: Telephone No. Business No. Relationship to Petitioner: 3. Property Interest of Petitioner(s): Owner Owner, Lessee, Contract Purchaser, etc. 4. Address of the property for which this application is being filed: 623 Algonquin Road; Palatine, IL 60067 ____________________________________________________________________________ 5. This petition is for: (check one) x Rezoning of currently incorporated property (within Village limits) Rezoning of currently unincorporated property, in conjunction with annexation 6. All existing land use(s) on the property are: Vacant (undeveloped) 7. The proposed use(s) on the property, if this petition is approved is (are): Size of the Property: 28.557 R-1 - Single Family 8. Current zoning of property: acres M - Manufacturing 9. Proposed new zoning classification: _____________________________ Page 1 of 3 Packet Pg. 93  2.1.q PETITIONER JUSTIFICATION: Attachment: Village of Palatine Final PD SUB REZ Applications (607, 613, and 623 E. Algonquin Road and 1825 S. Roselle Road) The Petitioner is required to present specific evidence, not opinions, to justify the proposed rezoning. Please respond to the following questions, attaching a separate sheet if necessary: 10. Describe why the subject property cannot be reasonably developed in accordance with the existing zoning classification. Logistics Property Company, LLC ("LPC") plans to develop a state-of-the-art, professionally landscaped, logistics facility that would _________________________________________________________________________________ maximize the market value of the Subject Property, increase employment opportunities and bolster the tax revenue to the Village ______________________________________________________________________________ of Palatine. The current use (vacant land) and zoning of R-1 does not represent the highest and best use of the Subject Property. Given _________________________________________________________________________________ the extreme demand for Class A logistics/warehouse facilities and the proximity to other existing industrial facilities, such as Nation Pizza and _________________________________________________________________________________ other light industrial buildings to the east, a rezoning to M - Manufacturing would be a logical continuation of the surrounding land uses, _________________________________________________________________________________ and will maximize the development potential of the Subject Property _________________________________________________________________________________ 11. Is the proposed zoning classification similar to or harmonious with the existing zoning of surrounding properties? Explain. The proposed rezoning of the Subject Property is appropriate given the context of the surrounding properties. To the north, the site borders _________________________________________________________________________________ Algonquin Road, a five-lane divided arterial roadway. IDOT has jurisdiction over Algonquin road, and it is a designated Class II truck route. Algonquin ______________________________________________________________________________ Road's right of way ranges from 100-120 feet along the Subject Property's frontage. To the west is Saint Michael the Archangel Catholic Cemetery _________________________________________________________________________________ (Zoned R-1). With this development, LPC will construct a heavily landscaped berm along the western boundary to separate the Subject Property _________________________________________________________________________________ from the Cemetery. To the South is an existing MWRD Flood Control Basin that cannot be developed. To the east is a 100+ acre industrial business _________________________________________________________________________________ park within Schaumburg that includes Nation Pizza and Foods, Connella Distribution center, and other industrial uses comparable to the proposed project. _________________________________________________________________________________ 12. Does the proposed zoning classification conflict with the Village’s Comprehensive Plan? Explain. The Subject Property is not contemplated in the Village's Comprehensive Plan, due to it only being annexed into Palatine in November of 2020. _________________________________________________________________________________ ______________________________________________________________________________ However, given the industrial product immediately to the east in Schaumburg, the Subject Property's direct access to a designated truck route, its easy access to two interchanges on I-90, and the massive demand for industrial product, the proposed "M" zoning is logical and supported for this location. _________________________________________________________________________________ Although there is residentially zoned land to the west and north, the proposed berms along these property lines, combined with the natural boundary _________________________________________________________________________________ of Algonquin Road will create significant buffers and separation between the two different zoning classifications. _________________________________________________________________________________ _________________________________________________________________________________ 13. Will any of the uses permitted under the proposed zoning classification have an injurious effect on the value and/or the use and enjoyment of surrounding properties? The proposed rezoning would not have an adverse effect on the use and enjoyment of adjacent properties. The industrial use is consistent with the _________________________________________________________________________________ eastern, adjacent industrial park. The traffic report demonstrates the subject property is only projected to generate a 2% increase in the volume of ______________________________________________________________________________ traffic on Algonquin Road, and it will not degrade the level of service of any surrounding intersection. Additionally, the combination of the distance _________________________________________________________________________________ from adjacent properties, significant berming and landscaping proposed by the _________________________________________________________________________________ petitioner, and the natural buffering created by the MWRD facilities surrounding the Subject Property will effectively mitigate any potential adverse effects from the proposed development on adjacent properties. _________________________________________________________________________________ _________________________________________________________________________________ Page 2 of 3 Packet Pg. 94  2.1.q 14. The petitioner’s signature below indicates that the information contained in this application and on any accompanying documents is true and correct to the best of his/her knowledge. PETITIONER: Attachment: Village of Palatine Final PD SUB REZ Applications (607, 613, and 623 E. Algonquin Road and 1825 S. Roselle Road) Signature: __________________________________ Date: ______________________ LPC Palatine I, LP A Delaware limited partnership By: LPC Palatine I GP, LLC A Delaware limited liability company Its general partner By: ____________________________ 01/21/2022 Date: _____________________________ Aaron S. Martell, Vice President Page 3 of 3 Packet Pg. 95  2.1.q FINAL PLAT OF SUBDIVISION Department of Planning & Zoning 200 E. Wood Street  Palatine, IL  60067-5339 Attachment: Village of Palatine Final PD SUB REZ Applications (607, 613, and 623 E. Algonquin Road and 1825 S. Roselle Road) Telephone: (847) 359-9047  Fax (847) 963-6247 www.palatine.il.us Project Planner Zoning Case # Office Use Only Filing Fee Notification Deadline PC Public Hearing Date Village Council Date date received PLEASE TYPE OR PRINT IN INK: LPC Palatine I, LP (Contact: Aaron Martell) 1. Name of Petitioner(s): __________________________________________________ 2. Authorized Agent of Petitioner (if different): N/A Name: ____________________________________________ Address: __________________________________________ Telephone No. ________________________ Business No. ________________________ Email: ____________________________________________ Relationship to Petitioner: ____________________________ Owner 3. Property Interest of Petitioner(s): _______________________________________________ Owner, Lessee, Contract Purchaser, etc. 4. Address of the property for which this application is being filed: 623 Algonquin Road; Palatine, IL 60067 5. All existing land use(s) on the property are: R-1 - Single Family 28.557 6. Current zoning of property: _____________ Size of the property: _____________ acres 7. Briefly describe the proposed Planned Development with regards to types of uses proposed, number and types of units, development mix, amenities to be provided, etc.: The petitioner is proposing to rezone the property from R-1 Single Family to M-Manufacturing. We are proposing to construct one (1) single story warehouse, approximately 367,000 square feet in size. The project also includes employee parking, trailer parking, loading docks, stormwater detention and significant berming and landscaping. At the Village's request, the petitioner is providing a cross-access easement to western property that may be developed in the future. Page 7 of 20 Packet Pg. 96  2.1.q 8. The petitioner's signature below indicates that the information contained in this application and on any accompanying documents is true and correct to the best of his/her knowledge. Attachment: Village of Palatine Final PD SUB REZ Applications (607, 613, and 623 E. Algonquin Road and 1825 S. Roselle Road) See petitioner's signature below Signature: __________________________________ Date: ______________________ State of Illinois County of Cook This instrument was acknowledged before me on , 20 by Notary Public (Seal) PETITIONER: LPC Palatine I, LP A Delaware limited partnership By: LPC Palatine I GP, LLC A Delaware limited liability company Its general partner By: ____________________________ 01/21/2022 Date: _____________________________ Aaron S. Martell, Vice President Page 8 of 20 Packet Pg. 97  2.1.q FINAL PLANNED DEVELOPMENT Department of Planning & Zoning Attachment: Village of Palatine Final PD SUB REZ Applications (607, 613, and 623 E. Algonquin Road and 1825 S. Roselle Road) 200 E. Wood Street  Palatine, IL  60067-5339 Telephone: (847) 359-9047  Fax (847) 963-6247 www.palatine.il.us Project Planner Zoning Case # Office Use Only Filing Fee Notification Deadline PC Public Hearing Date Village Council Date date received PLEASE TYPE OR PRINT IN INK: 1. Name of Petitioner(s): __________________________________________________ LPC Palatine I, LP (Contact: Aaron Martell) 2. Authorized Agent of Petitioner (if different): Name: ____________________________________________ N/A Address: __________________________________________ Telephone No. ________________________ Business No. ________________________ Email: ____________________________________________ Relationship to Petitioner: ____________________________ 3. Property Interest of Petitioner(s): _______________________________________________ Owner, Lessee, Contract Purchaser, etc. 4. Address of the property for which this application is being filed: 623 Algonquin Road; Palatine, IL 60067 5. All existing land use(s) on the property are: 28.557 6. Current zoning of property: R-1, Single _____________ Family Size of the property: _____________ acres 7. Briefly describe the proposed Planned Development with regards to types of uses proposed, number and types of units, development mix, amenities to be provided, etc.: ___________________________________________________________________________________ The petitioner is proposing to rezone the property from R-1 Single Family to M-Manufacturing. We are proposing to construct one (1) single story warehouse, approximately ___________________________________________________________________________________ 367,000 square feet in size. The project also includes employee parking, trailer parking, loading docks, stormwater detention and significant berming and ___________________________________________________________________________________ landscaping. At the Village's request, the petitioner is providing a cross-access easement to western property that may be developed in the future. We are also ___________________________________________________________________________________ providing added landscaping plantings and larger plan sizes that exceed code requirements. Page 7 of 20 Packet Pg. 98  2.1.q 8. Describe any Variations from the Village Ordinances which would be required if the proposed Planned Development were to be developed as a traditionally zoned project (if any): Attachment: Village of Palatine Final PD SUB REZ Applications (607, 613, and 623 E. Algonquin Road and 1825 S. Roselle Road) ___________________________________________________________________________________ 1. Deviation requested from section 7.04 (d) (3) of the Zoning Ordinance to allow a two (2) foot overhang when a parking stall is adjacent to a landscaped area and ___________________________________________________________________________________ thus reduce the length of these parking stalls from nineteen (19) feet to seventeen (17) feet. ___________________________________________________________________________________ 2. Deviation requested from section 7.04 (d) (5) (1) of the zoning ordinance to allow sidewalk adjacent to the parking area when adjacent to accessible parking ___________________________________________________________________________________ stalls. This is required to allow wheelchair / ADA access to the accessible parking stalls. ___________________________________________________________________________________ 3. Deviation requested from section 12.02 (b) (1) of the Zoning Ordinance to waive the buffer requirement when adjacent to residential property. The subject site is surrounded on three sides by residentially zoned land, but the actual uses are an MWRD easement and flood control dike (east), MWRD flood control basin (south), and St. Michael the Archangel Cemetery (west). These uses provide permanent buffers for the proposed project. 9. The attached Checklist of Documents outlines all required submittals before a project may be scheduled for the required public hearing before the Plan Commission. All required documents must be submitted with this Petition. ___________________________________________________________________________________ The required documents accompany this request. ___________________________________________________________________________________ ___________________________________________________________________________________ ___________________________________________________________________________________ ___________________________________________________________________________________ Page 8 of 20 Packet Pg. 99  2.1.q 10. The petitioner's signature below indicates that the information contained in this application and on any accompanying documents is true and correct to the best of his/her knowledge. Attachment: Village of Palatine Final PD SUB REZ Applications (607, 613, and 623 E. Algonquin Road and 1825 S. Roselle Road) See petitioner's signature below Signature: __________________________________ Date: ______________________ State of Illinois County of Cook This instrument was acknowledged before me on , 20 by Notary Public (Seal) PETITIONER: LPC Palatine I, LP A Delaware limited partnership By: LPC Palatine I GP, LLC A Delaware limited liability company Its general partner By: ____________________________ 01/21/2022 Date: _____________________________ Aaron S. Martell, Vice President Page 9 of 20 Packet Pg. 100 Packet Pg. 101 2.1.r Attachment: Public Notice (607, 613, and 623 E. Algonquin Road and 1825 S. Roselle Road)  3.1 VILLAGE OF PALATINE VILLAGE HALL - COUNCIL CHAMBERS 200 E. WOOD STREET PALATINE, IL 60067-5339 – (847) 359-9050 http://www.palatine.il.us PLAN COMMISSION MINUTES ● MARCH 1, 2022 Village Hall - Council Chambers Regular Meeting 7:00 PM I. CALL TO ORDER Attendee Name Title Status Arrived Minutes Acceptance: Minutes of Mar 1, 2022 7:00 PM (Approval of Minutes) Dennis Dwyer Chairman Present Patrick Noonan Plan Commissioner Absent Teri Williams Plan Commissioner Present Eric Friedman Plan Commissioner Present Rodney Bettenhausen Plan Commissioner Present Robert Kolososki Plan Commissioner Present Stephen Fedota Plan Commissioner Present II. APPROVAL OF MINUTES 1. Plan Commission - Regular Meeting - Jan 18, 2022 7:00 PM - Accepted RESULT: ACCEPTED [UNANIMOUS] AYES: Dwyer, Williams, Friedman, Bettenhausen, Kolososki, Fedota ABSENT: Noonan VILLAGE OF PALATINE Page 1 Packet Pg. 102  3.1 Minutes Plan Commission March 1, 2022 III. PUBLIC HEARING 1. Final Planned Development - Carraig Subdivision - 274 and 286 W. Michigan Avenue - Ms. Williams motion to open the Public Hearing, seconded by Mr. Fedota. Unanimously approved. Chairman Dwyer read the notice of public hearing that was published in the Daily Herald on February 14th, 2022 and mailed to the owners of the surrounding properties. Minutes Acceptance: Minutes of Mar 1, 2022 7:00 PM (Approval of Minutes) The following petitioner’s exhibits were introduced: 1. Letter to Reinstate 2. Proposed Development Description 3. Civil Engineering Plans 4. Site Color Plan 5. Representational Elevations 6. Final Planned Development 7. Rhee Objection Email 8. Abate Objection Email 9. Public Notice Sworn in Petitioners: Mr. Willie Cronin, Blackwater Valley Development Mr. John Green - Groundwork Ltd., 351 W Dundee Rd, Buffalo Grove, IL - Architect, Planner & Engineer, representing Willie Cronin Mr. Green states the request before the Plan Commission is to reinstate the approved request from 2017, which expired in 2020. The request would construct 6 new single family homes and complete the roadway section that connects Carraig Subdivision and the Arcadia Subdivisions. Mr. Green presented the plans and explained the proposed development. The site would be zoned to R1B and the lots sizes exceed the minimum plan sizes for R1B. He provides details to each of the drawing plans and clarifies the utility plans. The utility plans remain the same as previously submitted. Mr. Green refers to the Paving Plan and points out the access to the retention area and states that there is access between lots 3 and 4 for maintenance access for the Village. The grading is being matched to the Arcadia. There are a couple of overflow issues, but it is addressed and cleaned up to channel where it’s supposed to go in the storm sewer system Landscaping will be provided along the streetscapes at Michigan Ave and Prestwick drive and also around the retention facility. The plat of Subdivision remains the same and they will be doing exactly as what was previously planned. VILLAGE OF PALATINE Page 2 Packet Pg. 103  3.1 Minutes Plan Commission March 1, 2022 Mr. Kolososki asks if the 10’ side yard setbacks are being handled differently. Mr. Green states that all side yard requirements will be met and there are no changes as the plans reference 10 feet, but compliance with the required R-1 B setbacks. Mr. Bettenhausen asks why there are 2 grading plans. Mr. Green states that originally the Arcadia East subdivision was not in place and 2 plans were developed in case they developed first. The plan that is in the packet is the plan that will be used for the development. Mr. Bettenhausen questions Lot 2 grading plan and questions the overflow route. He states that it looks as if some of the water would flow to the adjacent property. Minutes Acceptance: Minutes of Mar 1, 2022 7:00 PM (Approval of Minutes) Mr. Green states that there will be a small swell and it would not be an issue. Mr. Kolososki inquires if the project would happen this year if the plan is approved. He wonders if there any way to speed up the demolition of the existing houses. Mr. Green states it is their intention to begin construction this year. Demolition can’t begin until the MWRD modifications permit is issued, which can take 3-4 months Chairman Dwyer asks why the MWRD permit would delay demolition of the existing structures. Mr. Dwyer asks Mr. Vyverberg to clarify. Mr. Vyverberg clarifies the MWRD process and that it is his understanding that an MWRD permit is not required to demolish the structures and restore the grade. He will confirm this with the Village Engineer. Chairman Dwyer states that the condition of the lots and states that the lots are overgrown and the buildings are in poor condition. The demolition should begin ASAP. Mr. Green states that the site will be marketed once it is reinstated and reestablished. He points out that there is also dead trees that will be addressed. Chairman Dwyer addresses Mr. Vyverberg and states that maybe it can be added as a condition. Mr. Vyverberg states that they still need to meet the minimum residential property maintenance, while waiting for the site development permit. Mr. Dwyer states that the property can be inspected and determine if it conforms to the residential requirements and request it be cleaned up if not. Mr. Vyverberg also addresses the dead trees on the property and states that the Public Works department and the arborist have already been out to inspect. The Petitioner is aware of the ongoing issues regarding the landscaping and the matter is in the adjudication process. Mr. Fedota questions the limitation of the detention. Mr. Green states the site has been designed to handle all of the detention on site. He explains that the Village is reviewing the Arcadia West detention basin capacity to determine if it is sufficient to include Carraig. The Petitioner has not submitted detention calculations, which will be reviewed as part of the analysis. Mr. Friedman has a question regarding the construction and the unique VILLAGE OF PALATINE Page 3 Packet Pg. 104  3.1 Minutes Plan Commission March 1, 2022 arrangements of the parcels coming off Michigan Ave. He asks if the earth work can happen within the North to South existing property that is part of this project or will there be heavy earth moving equipment going up and down the streets. Mr. Green states that work would be done on the site. Mr. Vyverberg states the summary captures the previous circumstances and the proposed plan. He explains that this was part of the Michigan Avenue Sub Area plan approved back in 2007. The plans comply with all of the zoning standards and the engineering plans were conditionally approved, subject to proposed conditions. Chairman Dwyer addresses the 2 objector emails and explains that these have been covered and the petitioner is aware that the lots need to meet the Minutes Acceptance: Minutes of Mar 1, 2022 7:00 PM (Approval of Minutes) residential standards. Mr. Vyverberg confirms this is being addressed. STAFF RECOMMENDATION: The proposed subdivision was previously approved in 2017 and complies with the Michigan Avenue Sub Area Plan recommendations of the Michigan Avenue Sub-Area. The infrastructure and roadway improvements will align the surrounding subdivisions and complete the residential redevelopment on the north side of W. Michigan Avenue. Therefore, Staff recommends approval of the Final Planned Development, subject to the following conditions: 1. The development shall substantially conform to the engineering plans prepared by Groundwork LTD dated 10/03/16 and last revised 01/20/17 except as such plans may be changed to conform to Village Codes and Regulations. 2. All future residences shall follow the Village’s R-1B zoning standards. 3. No privacy fencing shall be permitted abutting the detention basin or the access easement to the detention basin. All fencing shall be of an open wrought iron style fencing in these areas. 4. A Homeowners Association shall be created for the maintenance of the detention outlot and the access easement. It shall include conditions related to the fencing restrictions noted in this recommendation and maintenance of the landscape plan attached to the engineering plans. It shall also include a requirement to perform a maintenance inspection for the detention outlot the earlier of every 5 years or at an interval required by MWRD. The HOA Declarations shall be submitted in a manner acceptable to the Village Attorney. The HOA Declarations must be approved by the Village Attorney prior to the recording of the Plat of Subdivision or the issuance of any permits. 5. The final engineering plans shall be revised in a manner acceptable to the Village Engineer. If it is determined that the basin at Arcadia West is sufficient for the needs of the neighborhood, conditions 3 and 4 could be stricken. VILLAGE OF PALATINE Page 4 Packet Pg. 105  3.1 Minutes Plan Commission March 1, 2022 6. A Planned Development letter of credit in amount of $60,000 ($10,000 per lot, per Article 14 of the Zoning Ordinance) shall be submitted. 7. A Public Improvement letter of credit in the amount of $385,983.40 (or other Village Engineer approved amount based upon any accepted changes to the EEOC) shall be submitted in a manner acceptable to the Village Engineer. 8. Review fees, based upon the finally accepted EEOC shall be submitted in a manner acceptable to the Village Engineer shall be submitted. 9. A construction traffic management plan shall be submitted in a manner acceptable to the Directors of Public Works and Planning and Zoning. This Minutes Acceptance: Minutes of Mar 1, 2022 7:00 PM (Approval of Minutes) traffic management plan shall outline the proposed development schedule and identify the material delivery routes and proposed parking areas for the contractors, prior to the completion of Prestwick Street. A component of this plan shall also include an initial notification, by standard mail, to the residents on the south side of W. Michigan Avenue (263, 271, 285, 301, 325, 335, 351, and 357) once the initial site development schedule is known. 11. MWRD, NPDES, and IEPA permits shall be submitted. Ms. Williams motioned to close the public hearing; seconded by Mr. Kolososki. Unanimously approved. DISCUSSION: Mr. Fedota states that the conditions extensively require engineering plan requirements and questions why there are no landscaping or photometric conditions. Mr. Vyverberg states that the parkway trees are within the engineering plans and the landscaping plan for the detention basin are addressed with the MWRD permit. Mr. Friedman requests clarification for fencing plans on the subject parcel and refers to the clause that any fencing facing the retention basin would be open wrought iron fencing. Would the clause effect existing properties. Mr. Vyverberg states the condition is only for the subject properties Mr. Friedman asks if the clause for safety. Mr. Vyverberg states it is more about maintaining the free-flowing stormwater to the detention basin. Mr. Fedota asks if the wrought iron fencing is part of the HOA requirements. Mr. Vyverberg indicated that the condition is for Lots 1-4 for only the Subject Property. Mr. Friedman notes that existing fences are board on board privacy fencing. Mr. Dwyer states that when the Arcadia was developed the basin was not identified and therefore fencing was not addressed. Mr. Fedota motioned to approve the Carraig Subdivision Final Planned VILLAGE OF PALATINE Page 5 Packet Pg. 106  3.1 Minutes Plan Commission March 1, 2022 Development; seconded by Mr. Bettenhausen. Unanimously approved. Mr. Dwyer asked when this item will tentatively be reviewed by the Community and Economic Development Committee. Mr. Vyverberg indicates that it is tentatively scheduled for the March 7th meeting. Communications: There will be a meeting on 3/15/22 for the LPC Algonquin property. The revised minutes will be addressed at the end of the 3/15/22 meeting. Minutes Acceptance: Minutes of Mar 1, 2022 7:00 PM (Approval of Minutes) VILLAGE OF PALATINE Page 6 Packet Pg. 107  3.1 Minutes Plan Commission March 1, 2022 IV. COMMUNICATIONS V. ADJOURNMENT Minutes Acceptance: Minutes of Mar 1, 2022 7:00 PM (Approval of Minutes) VILLAGE OF PALATINE Page 7 Packet Pg. 108