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HomeMy WebLinkAbout14-94 Resolution No. 14-94 RESOLUTION AUTHORIZING EXECUTION OF A WIRELESS COMMUNICATIONS SITE AGREEMENT WITH NEW CINGULAR WIRELESS PCS, LLC (750 Summit Street) BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF ELGIN, ILLINOIS, that Sean R. Stegall, City Manager, and Kimberly A. Dewis, City Clerk, be and are hereby authorized and directed to execute a Wireless Communications Site Agreement with New Cingular Wireless PCS, LLC on behalf of the City of Elgin for co-location of additional telecommunications equipment on a portion of 750 Summit Street, a copy of which is attached hereto and made a part hereof by reference. BE IT FURTHER RESOLVED that Sean R. Stegall, City Manager, is hereby authorized and directed to execute all documents necessary in conjunction with the subject Wireless Communications Site Agreement authorized herein. s/David J. Kaptain David J. Kaptain, Mayor Presented: July 9, 2014 Adopted: July 9, 2014 Vote: Yeas: 8 Nays: 0 Abstain: 1 Attest: s/Kimberly Dewis Kimberly Dewis, City Clerk CITY OF ELGIN WIRELESS COMMUNICATIONS SITE AGREEMENT WITH NEW CINGULAR WIRELESS PCS, LLC FOR THE USE OF CITY OF ELGIN 750 SUMMIT STREET, ELGIN, ILLINOIS 60120 1 1256557111L06121ELGIN TABLE OF CONTENTS SPECIAL TERMS AND CONDITIONS Section I. Premises Section II. Use/Purpose Section III. Site Agreement Contents Section IV. Term Section V. Rent/Consideration Section VI. Insurance and Liabilities Section VII. Termination Section VIII. Effectuation of Agreement GENERAL TERMS AND CONDITIONS Section I. Definitions Section II. Specific Agreements A. Relationship to Site Agreement B. General Planning, Engineering and Design Considerations C. Acknowledgment and Acceptance of Risks D. Payment to City E. Term and Termination F. Utilities G. Requirements for Installation H. Modifications of Equipment I. Performance of Work J. Access and Maintenance K. Rights of Property and Easements 2 1256557311LA6121ELGIN Section III. Company and Contractors Requirements A. Contracts B. Approvals C. Release, Indemnity and Hold Harmless D. Worker's Compensation, Insurance and Bond E. Permits F. Compliance with Laws and Requirements G. Nondiscrimination and Affirmative Action H. Sexual Harassment Section IV. Additional Conditions and Provisions A. Non-Waiver B. Assignment; Successors and Assigns C. Survival D. Entire Agreement E. Applicable Law F. Severability G. Rights Cumulative H. Contractual Relationship I. Headings J. Notices K. Non-Exclusivity L. Modification or Amendment M. Waiver of Landlord's Lien 3 1256557311L0612/ELG IN SPECIAL TERMS AND CONDITIONS THIS AGREEMENT is entered into by and between THE CITY OF ELGIN, an Illinois municipal corporation (hereinafter referred to as the "City"), and NEW CINGULAR WIRELESS PCS, LLC, a Delaware limited liability company (hereinafter referred to as "Company"). WHEREAS, the City owns or controls land, buildings and other structures at the property commonly known as 750 Summit Street, Elgin, Illinois 60120, (individually and collectively the "City Property"); and WHEREAS, the City has previously entered into a lease for a portion of the City Property with SprintCom, Inc., a Kansas corporation ("Sprint"), dated May 2002 (the "Sprint Lease"), wherein Sprint was authorized to erect a cellular communication tower and related equipment on a portion of the City Property; and WHEREAS, the City has previously entered into a lease with United States Cellular Operating Company of Chicago, LLC ("US Cellular") dated October 26, 2006 (the "US Cellular Lease") wherein US Cellular was authorized to co-locate additional telecommunications equipment on a portion of the City Property; and WHEREAS, the Company desires to obtain permission to use certain portions of the City Property described and depicted below for the co-location and installation and operation thereon of wireless communications Equipment; and WHEREAS, STS Two, LLC ("Crown Castle") is a successor in interest to Sprint with respect to the ownership of the cellular communication tower on the City Property; and WHEREAS, Crown Castle has authorized the Company to co-locate certain telecommunications equipment on the tower on the City Property pursuant to a certain Site License Acknowledgement between the Company and Crown Castle the ("SLA"); and WHEREAS, the Company has requested the City enter into this Agreement to allow the Company to co-locate, install and operate certain wireless communication equipment on a portion of the City Property as hereinafter described. NOW THEREFORE, it is mutually agreed as follows: I. PREMISES Subject to the terms and conditions set forth herein, the City hereby grants to the Company the right to attach or erect equipment on the portion of the City Property legally described and depicted as the area containing approximately 342 square feet (or 18'x19' feet) on the plans prepared W-T Communication Design Group, LLC for the Company dated October 2, 2013, attached hereto as Exhibit A. Such portion of the City Property of approximately 18'x 19' feet legally described and depicted in Exhibit A hereto containing approximately 342 square feet and the equipment thereon shall be referred to in this Agreement as the "Premises". This Agreement is not exclusive, except as to such Premises, and does not preclude the City from granting a 4 12165573/1L06121ELG IN similar lease, right, license, franchise, etc., of the City Property or as to the tower on the City Property, to other carriers or other persons for telecommunications or any other purpose. Without limiting the foregoing, this Agreement is also subject to the existing Sprint Lease and US Cellular Lease and any rights of any successor entities thereto including, but not limited to, Crown Castle. II. USE/PURPOSE The Premises may be used only for the following use and purpose: the installation, operation, maintenance, repair, upgrade, replacement and removal of wireless communication transmission and receiving equipment under FCC License for wireless telecommunication services. III. SITE AGREEMENT CONTENTS This Site Agreement (Agreement) consists of these Special Terms and Conditions as well as the General Terms and Conditions and all Exhibits and Addenda hereto attached. In the event of a conflict between the terms of the Special Terms and Conditions with the General Terms and Conditions, the Special Terms and Conditions shall prevail. This Agreement is intended to be the legally operative document between the City and the Company for the use of the Premises for the purpose stated herein and may not be modified except by written agreement of the parties. This Agreement supersedes all other understandings or agreements, written or oral, between the parties relating to the subject matter of this Agreement. IV. TERM The Initial Term of this Agreement is for five (5) years ("Initial Term") and shall commence on July 1, 2014 ("Commencement Date") and terminates on June 30, 2019, unless it is terminated earlier pursuant to the provisions hereof. At its option, the Company may renew the Agreement for four (4), five (5)-year periods (each a "Renewal Term") provided all terms of this Agreement are met. This Agreement shall automatically renew for each successor Renewal Term unless the Company notifies the City in writing of the Company's intention not to renew this lease, at least sixty (60) days prior to the expiration of the initial term or any Renewal Term. In the event of the inability of the City to deliver possession of the Premises, or any portion thereof, at the time of the commencement of the term of this Agreement, neither the City nor any of its officers, employees or agents shall be liable for any damage caused thereby, but in such event, the Company shall not be liable for any rent until such time as the City can deliver possession and the Company shall have the right to terminate this Agreement prior to the Premises being made available to the Company. V. RENT/CONSIDERATION A. Amount of Initial Rent. Commencing on the first day of the first month of the term of this Agreement the Company shall pay to the City on or before the first day of each calendar month in advance Two Thousand and No/100 Dollars ($2,000) (the "Rent"), at the address set forth herein for the City. B. Increases in Rent. In year two of the Initial Term, and each year thereafter, including through any Renewal Terms, the monthly rent will increase by four percent (4%) over the Rent paid during the previous year. 5 1256557311LO6121ELGIN C. Form and Timing of Payment. Rent shall be paid in advance, on or before the first day of each month. D. Not later than thirty (30) days after the Commencement Date, Company shall reimburse the City for its administrative fees in the amount of$3,000. VI. INSURANCE AND LIABILITIES The Company, at no expense to the City, shall secure and maintain during the full term of this Agreement, one or more policies of commercial general liability insurance that will protect the City from claims and risks in connection with the Company's occupation of, or activities upon, the Premises, under which policies the aggregate amounts of coverage shall be provided per the attached General Terms and Conditions. Evidence, to the reasonable satisfaction of the City, of the Company's maintenance of insurance as required by this Agreement shall be submitted to the City Manager, or designee, prior to the initial occupancy of any portion of the Premises, and thereafter, within a reasonable time after the Company's receipt of a request for such evidence, which time, in no event, shall exceed four (4) City business days. Notwithstanding any provision herein to the contrary, the failure of the Company to comply with the requirements of this Agreement regarding insurance shall subject this Agreement to termination consistent with the notice provisions of the General Terms and Conditions of this Agreement. VII. TERMINATION This Agreement may be terminated by either party subject to the notice and process provisions specified in the General Terms and Conditions. VIII. EFFECTUATION OF AGREEMENT In order to be effective, this Agreement must be (1) signed by an authorized representative of the Company and returned to the City Manager at the address set forth below, accompanied by any required policy of insurance, and (2) signed by the City Manager. 6 12565 57 311 L 0612 1ELGIN IN WITNESS WHEREOF, the parties hereto have affixed their signatures below as of the 9th day of July , 2014: CITY OF ELGIN NEW CINGULAR WIRELESS PCS, LLC By: AT&T Mobility Corporation, its Manager By. l�1 By: JAM—., Sean R. Stegall, City NWnager NAME U1.Kin TITLE: Is&bmt-7bch pm Led Meng Attes Witness: Kimberly Dewis, City Clerk (�ANl�k City of Elgin New Cingular Wireless, PCS, LLC 150 Dexter Court 575 Morosgo Drive NE, 13-F West Tower, Elgin, Illinois 60120 Atlanta, GA 30324 Attn: City Manager GENERAL TERMS AND CONDITIONS I. DEFINITIONS Whenever used in this Agreement with initial letters capitalized, the following terms shall have the following specified meanings, unless the context clearly requires a different meaning: City Manager. The City of Elgin's chief administrative official responsible for operating and managing a Facility or Facilities and holding the legal right to grant permission to occupy, use or modify Facilities or Premises subject to the approval of the Elgin City Council. Company. New Cingular Wireless, PCS, LLC, a Delaware limited liability company, licensed to conduct business within the State of Illinois, providing commercial mobile services, unlicensed wireless services, or common carrier wireless exchange access services, or other wireless 7 1256557311L0612113LGIN telecommunications services for the purposes of connecting to the public switch telephone network or to the Internet authorized by the Federal Communications Commission. Equipment. Antenna(s), cables, wires, and all communication attachments, appliances, and other structures owned and operated by the Company or for the benefit of the Company, including utility facilities that serve the Company's Equipment. Facility or Facilities. A structure, including but not limited to, buildings, utility poles, and transmission, communication and water towers. Facility Manager. Crown Castle. Hazardous Substance. Any hazardous, toxic, or dangerous waste, substance or material, including petroleum products, or any contaminant, pollutant or chemical defined or identified in any environmental regulation as posing a potential risk to human health or the environment. Indirect Costs. Overhead associated with the services provided by the City on behalf of the Company, included in the billing rate, which covers supervision, administration, accounting services, etc. Premises. The real property leased to the Company, described with a legal description in Exhibit A hereto with dimensions of approximately 18'x 19' feet with an area of approximately 342 square feet and the equipment thereon. Secured Facility. A Facility designated in the Site Agreement, or subsequently designated by written notice from the City during the term of this Agreement, where access is limited as a matter of public safety or legal restriction, which requires that special access conditions be established and enforced. Senior Priority Rights. Rights bestowed based on date authorized to attach Equipment to a Facility, such that parties without such senior priority shall have the burden to correct any interference caused by their installation to those with senior priority rights, provided the Equipment of the holder of the senior priority right is operating within the governing technical specifications. Work. Collectively, the installation, construction, maintenance, repair, relocation and/or removal of Equipment and other work performed in connection with this Agreement on, in, to, across or from a Facility or Premises. II. SPECIFIC AGREEMENTS A. RELATIONSHIP TO SITE AGREEMENT. These General Terms and Conditions, with amendments as agreed to by the parties, are an attachment to and a part of Site Agreement. The Special Terms and Conditions contain requirements and agreements particular to the use of the Premises and shall specify at minimum the following, including contact names and addresses where appropriate: 8 12565573/IL0612/ELGIN • Company and Project Manager • Site map and drawings specifying Equipment locations and installation details, including Technical Data Sheets • Facilities to be used; Facility Owners; and the Facility Manager(s) • Project schedule for installations • Changes or addenda to the General Terms and Conditions of this Agreement • Bond requirements for installation instructions • Identification of other telecommunication services with Senior Priority Rights or approved for coincident installation B. GENERAL PLANNING, ENGINEERING AND DESIGN CONSIDERATIONS 1. Co-location With Other Telecommunications Service Providers. The Company acknowledges that the use of City properties and Facilities is explicitly authorized under a policy to encourage co-location of equipment of multiple providers. The Company agrees to coordinate the installation of its Equipment with other telecommunications providers seeking installation. The Company shall not be granted Senior Priority Rights with respect to other telecommunication providers identified in the Site Agreement as previous or concurrent attachers. The Company shall be granted Senior Priority Rights with respect to other telecommunications providers who are approved for installation after the execution of the Site Agreement. The Company shall operate its wireless communications facilities and services in a manner that will not cause substantial interference to the Facility or to any other third party as long as those existing radio frequency user(s) operate and continue to operate within their respective frequencies and in accordance with all applicable laws and regulations. Company will cause any such interference to cease within forty-eight (48) hours after notice. Likewise, to the extent, if any, the City has the contractual right(s) with respect to third parties which relate to interference with the Company's Equipment, the City hereby assigns such contractual right(s) to the Company to allow the Company to cause any interference with the Company's Equipment to cease within forty- eight (48) hours. In the event any such interference by the Company does not cease within the aforementioned cure period, the Company shall cease all operations which were suspected of causing interference with any other third party (except for intermittent testing to determine the cause of such interference) until the interference has been corrected. The City will not grant, after the date of this Agreement, a lease, license or other right to any third party on the City Property, unless such grant contains substantially similar interference provisions prohibiting the interference with any parties having Senior Priority Rights. 2. Preparation of Detailed Engineering Design. The Company shall prepare engineering plans and specifications in consultation with and for the approval of the Facility Manager and the City to complete design engineering for use of the Facilities and the Premises. The City will make a good faith effort to review and approve, deny, or request revisions to the plans and specifications in a timely manner. 9 1256557 3/I LQ6l 2!E LG I N 3. Installation of Equipment. The Company shall be responsible to ensure compliance with all requirements of the Facility Manager regarding installation of Equipment. 4. Complete Acceptance. The City shall accept installation of the Company Equipment by issuing a letter to the Company stating that the Work has been completed in accordance with approved specifications and that all punch-list items have been resolved to the satisfaction of the Company and City. Such acceptance shall authorize initiation of services from the Premises. 5. Maintenance Plan. The Company shall develop and implement a maintenance plan for the Equipment and shall maintain the Equipment such that there are no hazards relating to the Equipment and the Equipment is in compliance with all applicable legal requirements. C. ACKNOWLEDGMENT AND ACCEPTANCE OF RISKS 1. Location on City Property. In choosing to locate Equipment on City Property, the Company acknowledges and accepts all risks, including but not limited to: • Possibility of fires that may damage the Equipment • Risks associated with having Equipment co-located with such Facilities and the Equipment of other telecommunications providers • Ground movement • Loss of line of sight path, including where caused by City action • City change in the use of the Premises The Company explicitly acknowledges that these risks include bearing all costs associated with such risks, except such costs caused by the gross negligence or willful misconduct of the City, including but not limited to provision of alternate communication paths, loss of Company business and restoration of its Equipment and/or systems if they are damaged. The Company may terminate the Agreement pursuant to Section II.E.6. of this Agreement if any of the risks listed in this clause occur, cause material interference to the Company's operations on the Premises and the Company's operations cannot be restored to their prior condition within sixty (60) days of the occurrence. The Company will not be liable for any rent during the time the Facility is rendered unusable, except when caused by action of the Company or failure of the Company to perform its obligations under this Agreement. 2. Damage or Destruction. In the event that the Premises and/or Facilities (a) are damaged by fire, earthquake, act of war, or other extraordinary casualty to such an extent as to render them unusable in whole or in substantial part; or (b) are otherwise destroyed, the City shall not be obligated to rebuild the Premises and/or Facilities or to compensate the Company for any loss of income under this Agreement. The City shall not be obligated to restore the functionality of the Premises and/or Facilities in the event of loss, damage, or destruction. The decision of Crown Castle to restore the Facility shall be based on the SLA. The Company will not be liable for any 10 12565573/1 L0612/ELG IN loss, damage, or destruction of the Premises and/or Facilities, except loss, damage, or destruction caused by action of the Company, or failure of the Company to perform its obligations under this Agreement. The Company will not be liable for any rent during the time the Facility is rendered unusable, except when caused by action of the Company or failure of the Company to perform its obligations under this Agreement. The Company may terminate the Agreement pursuant to Section II.E.6. of this Agreement if the Company's operations are materially interfered with due to the occurrence of (a) or (b) of this subparagraph and the Company's operations cannot be restored to their prior condition within sixty (60) days of the occurrence. 3. Acceptance of Premises and Facilities. The Premises and Facilities have been inspected by both parties and are accepted by Company in their existing condition as of the commencement date of this Agreement without reservation except for latent defects or faulty construction of the Premises and Facilities not discoverable by inspection at the time of taking possession. D. PAYMENT TO CITY 1. Facility Use Payment. Rental fees and the commencement date for the fees are stated in the Special Terms and Conditions of the Site Agreement. 2. Taxes. Company agrees to pay when due and before delinquency all current and future taxes, including but not limited to any real estate taxes or leasehold taxes, which are applicable to Company's uses under this Agreement. For any tax amount for which Company is responsible under this Agreement, Company shall have the right to contest, in good faith, the validity or the amount thereof using such administrative, appellate or other proceedings as may be appropriate in the jurisdiction, and may pay same under protest, or take such other lawful steps as Company may deem appropriate. This right shall include the ability to institute any legal, regulatory or informal action with respect to the valuation of the Premises. The expense of any such proceeding shall be borne by the Company, and any refunds or rebates secured as a result of Company's action shall belong to the Company, to the extent the amounts were originally paid by the Company. Any tax-related notices sent by the City to the Company shall be sent to Company in the manner set forth in Section N. J. and, in addition, of a copy of any such notices shall be sent to the following address. In the event the Premises become separately assessed, the City shall endeavor to either (i) provide the following address to the taxing authority for the authority's use in the event the authority needs to communicate with Company, or (ii) notify Company of the need to do so. Notwithstanding the foregoing or anything to the contrary in this Section, the City's failure to send any tax related notices to the Company or otherwise shall not relieve the Company of its obligation to pay taxes pursuant to this Agreement. New Cingular Wireless PCS, LLC Attn: Network Real Estate Administration -- Taxes Re: Cell Site#IL0612; Cell Site Name: Elgin (IL) Fixed Asset No: 12565573 575 Morosgo Drive NE Suite 13-F West Tower Atlanta, GA 30324 11 12565573/IL06121ELG IN 3. Reimbursement. Company shall reimburse City within thirty (30) days after receipt of invoice for all amounts paid and costs incurred by City at Company's expense which are required by this Agreement to be reimbursed by the Company to the City. 4. Payment. All amounts due to the City under this Agreement shall be paid by the Company within thirty (30) days of the date of the invoice from the Facility Owner. The City may elect to assess an interest fee of 0.033% for each day payment is late, and may consider the Company in default if any amount is not paid to the Facility Owner by the due date. E. TERM AND TERMINATION 1. Expiration of the Agreement. This Agreement shall expire in accordance with the term, including any option periods, established in the Special Terms and Conditions of this Agreement. 2. Default. With notice as set forth below, and without recourse by the Company, the City may terminate this Agreement if any of the following occurs: a. The Company, after notification that its operations are interfering with the operations of the City at the Facility, and subject to the provisions of Section IIB 1 of this Agreement, fails to cure the operational interference within thirty (30) days. b. The Company enters restricted areas of the City Property without proper notification to the City and/or without the required City observer present. c. The Company fails to pay rent or reimburse the City for expenses as required by the General Terms and Conditions. d. The Company fails to maintain the required insurance coverages. e. The Company fails to perform required Work within the time specified, or any authorized extension thereof. f. The Company fails to satisfactorily perform Work in conformance with the Agreement and/or to the satisfaction of the Facility Manager or the City. In the event the City intends to terminate this Agreement for any of reasons (a) - (f) above, the City shall provide a written notice to cure, identifying the nature of the alleged basis for termination with reasonable specificity, and advising the Company of the City's intent to terminate the Agreement. All further actions shall conform to the following procedures: The Company shall within thirty (30) days after receipt of such notice or such longer period of time as the City may specify in such notice, either cure such alleged failure or, in a written response to the City, present facts and arguments in refutation or excuse of 12 1256557311L06121ELGIN such alleged failure or state that such alleged failure will be cured and set forth the method and time schedule for accomplishing such cure. The City shall determine (a) whether a failure to comply with a material provision has occurred; (b) whether such failure is excusable; (c) whether such failure has been cured or will be cured by the Company; and (d) whether any proposed cure is reasonable. The Company shall make available to the City, if requested, any records, documents or other information the City deems necessary to make the determination. If the City determines that a failure to comply with a material provision has occurred and that such failure is not excusable and has not been or will not be cured by the Company in a manner and in accordance with a schedule reasonably satisfactory to the City, the City may terminate the Agreement. The City shall not be in default under this Agreement unless the City fails to perform its material obligations required by the City within thirty (30) days after written notice by Company to the City; provided, however, that if the nature of the City's obligations is such that more than thirty (30) days are required for performance, then the City shall not be in default if the City commences performance within such thirty (30) day period and thereafter diligently prosecutes the same to completion. If a City default of a material term or provision of this Agreement cannot be cured within the time periods provided for in this paragraph, Company shall as its sole and exclusive remedy have the right to either (1) terminate this Agreement; or (2) specifically enforce the terms of this Agreement. 3. Removal of Equipment. Upon termination of the Agreement due to expiration or default, the Company shall promptly remove all Equipment from the Facilities and the Premises and surrender the Premises. If the Company shall fail to promptly remove the Equipment upon expiration of the term of the Agreement, City may, after sixty (60) days' advance notice to Company of its intent to do so, remove and dispose of the Equipment at Company's expense. Company shall receive credit for unused portions of the Facility rent, less any City cost to remove and dispose of Equipment, if the termination is effective before the end of the billing period. 4. Termination Due to City Re-Use of Premises. After June 30, 2024 the City may terminate the Agreement to accommodate the City's need to utilize the Premises in a manner inconsistent with the continued use of the Facility by the Company, or to relocate, replace or remove the existing Equipment, consistent with a capital project approved by the Elgin City Council. The City shall review proposals from the Company for a mutually acceptable location on the Premises or a nearby site under control of the City, to which the Company may relocate its Equipment at its own expense. The City shall give notice to the Company under this provision with a 180-day period to remove the Equipment from the Premises from the date that notice of the intent to terminate was given, unless due to a public safety emergency, wherein the Company shall comply within such shorter time as specified by the City. 5. Restoration of Sites. Where this Agreement is for the use of unimproved Premises, the Company shall restore, at its own expense, the Premises to its previous state when directed to do 13 1256557311L0612lELGIN so by the City, including the removal of any structures and Equipment and the restoration of comparable landscape features. At its option, the Company may offer to sell part or all of its structures or Equipment to the City. At its sole discretion, the City may choose to accept or reject the offer. 6. Termination Due to Damage, Destruction or Material Interference. The Company may terminate the Agreement upon the occurrence of the conditions detailed in Section II.C.1. or Section II.C.2., by giving sixty (60) days notice to the City as required under Section IV. J. Notices. 7. Company's Additional Right to Terminate. After the expiration of the Initial Term, the Company shall have the right to terminate this Agreement, upon written notice to the City. In the event of any such termination the Company shall pay the City an additional fee consisting of a termination fee equal to three (3) months' rent at the then current rate. F. UTILITIES The Company shall provide, or otherwise pay, before delinquency, all charges for utilities provided for the Company's requirements and for utility installments and modifications thereto occasioned by the Company's requirements. The Company shall not be entitled to an offset, reduction or return of rent as a result of any utility cost or as a result of any interruption or failure of utility services. G. REQUIREMENTS FOR INSTALLATION 1. Installations are to be made only as approved by Facility Manager and the City. Attachments and Equipment shall conform to Technical Data Sheets attached to the SLA and this Agreement. 2. Installation of Equipment shall be in accordance with requirements of the City of Elgin's Building Code, Mechanical Code, Electrical Code and all other applicable codes as now in force and as revised or changed in the future. 3. Installation of Equipment made by Company to the Facilities and the Premises under this Agreement shall not disturb or conflict with the equipment of the City on the City Property. Moving, rearranging, or adjustment of Facilities to provide space to accommodate the Equipment shall be done at the expense of Company. 4. In the event radio interference occurs, all users of the site are required to participate in solving the problem by providing technical personnel and equipment to locate the source of the specific problem. 5. The City hereby reserves a right of access to inspect the areas occupied by the Company provided the City shall not disturb, modify or have contact with Company's Equipment in any way. H. MODIFICATIONS OF EQUIPMENT Company has the right to modify, replace, upgrade the Equipment or relocate the Equipment within the Premises at any time during the term of this Agreement. Company will be allowed to 14 12565573/1 L0612/ELGIN make such alterations to the Equipment in order to ensure that Company's communication facility complies with all applicable federal, state or local laws, rules or regulations. Any Equipment modifications on the facility shall be performed in accordance with the requirements of this Agreement and the SLA. Replacement of like parts during maintenance and repair is acceptable without specific approval, provided that the replacement does not change the visual appearance, increase consumption, or increase or change the pattern, frequency, and/or power of the radio frequency emissions from the Equipment. All provisions in this Section are expressly subject to any and all conditions as otherwise required under the Special Terms and Conditions of this Agreement. I. PERFORMANCE OF WORK 1. Company shall perform the Work in a workmanlike and skillful manner and comply in full with applicable provisions of the Elgin Municipal Code. Company shall ensure that the Work and the Equipment are in all respects (a) safe, (b) free from all faults and defects in workmanship, material, and design, and (c) in conformance with the requirements of this Agreement. 2. Company shall promptly and satisfactorily correct or replace any work or Equipment found to be defective or not in conformity with the requirements of this Agreement. If Company fails or refuses to perform any Work required by this Agreement or to make any such corrections or replacements, City may perform such Work and make such corrections and replacements at Company's expense. 3. Company shall, at all times, keep its work areas cleared of rubbish, refuse and other debris and in a neat, clean and safe condition. Upon completion of any portion of any of the Work, Company shall promptly remove all rubbish, refuse and other debris and all of its construction equipment and surplus materials. If Company fails to do so, City may perform such work at Company's expense. J. ACCESS AND MAINTENANCE 1. Maintenance. Company shall maintain all Equipment in good and safe condition and state of repair. 2. Permission to Enter. Access to the Facility shall be in accordance with the terms and provisions of the SLA. At all times throughout the terms of this Agreement, and at no additional charge to Company, Company and its employees, agents and subcontractors, will have twenty- four (24) hour per day, seven (7) day per week pedestrian and vehicular access ("Access") to and over the City Property, from an open and improved public road to the City Property, for installation, maintenance and operating of the Equipment and any utilities servicing the Premises. 3. Project Control. City staff shall be authorized to stop Work that is being conducted by the Company and its contractors if, after discussions with the Company if reasonably feasible, City staff determine that the Work in question would or could potentially cause hazards to workers or interference with the City Property or of other users on-site. 15 1256557311LO6121ELGIN 4. Priority Restoration. Restoration of City services shall be given the highest priority in the event that any of these services and the Company's telecommunication services are interrupted at the same time, unless otherwise agreed to by the City and the Company at the time of restoration. 5. Hazardous Substances. City represents and warrants that to the best of its knowledge that (i) the City Property, as of the date of this Agreement, is free of Hazardous Substances, including asbestos containing materials and lead paint, and (ii) the City property has never been subject to any contamination or hazardous conditions resulting in any environmental investigation, inquiry or remediation. The City and the Company agree that each will be responsible for compliance with all applicable governmental laws, rules, statutes, regulations, codes, ordinances, or principles of common law regulating or imposing standards of liability or standards of conduct with regard to the protection of the environment or worker or health and safety, as may now or at any time hereinafter be in effect, to the extent such apply to that party's activity conducted in or on the City Property. Company agrees to cooperate in any environmental audits conducted by the City's staff or independent third parties specifically related to the Company's use or storage of Hazardous Substances. Company agrees to reimburse the City for the cost of such audits. Company agrees to provide the City with notice of every governmental inspection of the Premises, notice of violation, and order to clean up contamination, within five (5) days after receipt thereof by the Company. Company agrees to permit the City to participate in all settlement or abatement discussions. In the event Company fails to take remedial measures, as required by any final administrative or judicial order to decrees signed by a state, federal, or local regulatory agency within ninety (90) days of such order or decree, the City may elect to perform such work, and Company covenants and agrees to reimburse the City for all direct costs and Indirect Costs associated with the City's work. Company hereby agrees to release, defend and indemnify the City and hold the City harmless for any suits, claims, damages, strict liabilities, and costs or liabilities associated with the removal or remediation of any Hazardous Substance (including petroleum and gasoline products) that are released onto or from the Premises, or otherwise come to be located on the Premises during the term of the Agreement, including but not limited to those that may have migrated to or from the Premises, due to the actions of the Company. "Cost" shall include, but not be limited to, all response or remediation costs, disposal fees, investigation costs, monitoring costs, civil or criminal penalties, attorney fees, and other litigation costs incurred in connection with such removal or remediation. In the event Company becomes aware of any Hazardous Substance on the City Property, or any environmental, health or safety condition relating to the City Property which was not caused by the Company that renders the condition of the Premises or the City property unsuitable for Company's use, or if the leasing or continued leasing of the Premises would expose Company to undue risk of liability to a governmental agency or third party due to a condition not caused by the Company, Company will have the right, in addition to other rights it may have at law or equity, to terminate this Agreement upon written notice to the City. 16 12565573(IL0612/ELGIN K. RIGHTS OF PROPERTY AND EASEMENTS Nothing in the Site Agreement, including the Special and General Terms and Conditions, Exhibits and/or Addenda shall be construed to convey to the Company any property rights in Facilities or Premises. Nothing in the Site Agreement, including the Special and General Terms and Conditions, Exhibits and/or Addenda shall be construed to compel the City to maintain any of its Facilities for a period longer than is necessary for its own service requirements. This Agreement shall not be construed as requiring the City to obtain any easement for the benefit of the Company. The Company may request and obtain, at the discretion of the City, easements for access and utilities to, from, and across the Premises. All Equipment purchased and installed by the Company shall remain the property of the Company, unless otherwise agreed to by the Parties in an amendment hereto. III. COMPANY AND CONTRACTORS REQUIREMENTS A. CONTRACTS The Company is responsible for ensuring that the applicable terms and conditions of the Site Agreement, General Terms and Conditions, Exhibits and Addenda are included in agreements with contractors. The Company shall be held liable for any negligence caused by its contractors' performance or failure to perform the work under the Site Agreement or any contracts with the Company. B. APPROVALS All contractors hired by the Company to work within or on the Premises shall be subject to approval by Facility Manager and the City which approval shall not be unreasonably withheld or delayed by the City. In all agreements with contractors, the Company may require such contractors to attend a pre-construction meeting with the appropriate authority to review installation requirements and Work restrictions prior to any Work being performed in or on the Premises. Company shall inform its contractors that the City has authority to stop Work as specified in Section H.J. of this Agreement and may require that inadequate Work be corrected after discussion with Company representatives. C. RELEASE, INDEMNITY AND HOLD HARMLESS 1. Company releases and shall defend, indemnify and hold harmless City, its successors and assigns, and the respective directors, officers, employees and agents of City and its successors and assigns (collectively referred to as the "Indemnitees") from any and all claims, losses, costs, liabilities, damages and expenses (including, but not limited to, reasonable attorneys' fees) arising out of or in connection with the Equipment or installation of any Equipment to any structure, the performance of any Work, the operation of any Equipment, or the Company's system, or the acts or omissions of Company or any of its suppliers or contractors of any tier, the respective successors and assigns of Company, or anyone acting on Company's behalf in connection with said installation of Equipment, performance of Work, or operation of Equipment or Company's system, except to the extent attributable to the negligent or intentional act or omission of the City, or its employees, agents or independent contractors. 2. Such indemnity, protection and hold harmless shall include any demand, claim, suit or judgment for damages to property or injury to or death of persons, including officers, agents, and employees of either party hereto including payment made under or in connection with any 17 1256557311LO6121ELGIN Worker's Compensation Law or under any plan for employees' disability and death benefits, which may arise out of or be caused or contributed to by the erection, maintenance, presence, use or removal of Company's Equipment or installations of Equipment including any claims or demands of customers of the Company with respect thereto. 3. Notwithstanding anything to the contrary in this Agreement, Company and the City each waives any claims that each may have against the other with respect to consequential, incidental, special or punitive damages, however caused, based on any theory of liability. Without limiting the foregoing, it is also agreed and understood that the City shall not be liable to the Company or the Company's customers, and the Company hereby indemnifies, protects and saves harmless the City against any and all claims or demands, suit or judgment for loss, liability, damage and expense by the Company's customers, or for any interruption to the service of the Company, or for any interference with operation of the Equipment. 4. To the fullest extent permitted by applicable law, the foregoing release, indemnity and hold harmless provisions shall apply to and for the benefit of the Indemnitees. 5. City is willing to permit installations of the Equipment to the Facilities for the fees described in II.E. of this Agreement only in consideration of and in reliance upon such release, indemnity and hold harmless. D. WORKER'S COMPENSATION, INSURANCE AND BOND 1. Company shall ensure that, with respect to all persons performing the Work, Company or its suppliers or contractors maintain in effect at all times during the term of this Agreement or the term of the work coverage or insurance in accordance with the applicable laws relating to worker's compensation and employer's liability (including, but not limited to, laws of the state in which any such person was hired), regardless of whether such coverage or insurance is mandatory or merely elective under the law. Company shall furnish to the Facility Manager such assurance and evidence of such coverage or insurance as the City may request. 2. Company shall obtain, and maintain continuously for the term of this Agreement, at its own expense, occurrence form Commercial General Liability insurance with endorsements and/or other insurance to insure for the activities and services of this Agreement. Minimum limit of coverage shall be $1,000,000 each occurrence and $2,000,000 in the aggregate. Company shall also obtain, and maintain continuously for the term of this Agreement, at its own expense, business automobile liability coverage for owned, non-owned and hired vehicles. Minimum limit coverage for bodily injury and property damage shall be $1,000,000 per accident. The insurance carrier issuing the policy must have an A.M. Best rating of at least A-VII and be legally eligible to do business in the State of Illinois. 3. Such required liability insurance shall include the City of Elgin, its officials, officers, employees, agents and joint users as additional insured. The City's additional insured status shall (i) be limited to bodily injury, property damage or personal and advertising injury cause, in whole or in part, by the Company, its employees, agents or independent contractors; (ii) not extend to claims for punitive or exemplary damages arising out of the acts or omissions of the City, its employees, agents or independent contractors or where such coverage is prohibited by 18 1 2 565 57 3/1L0612/ELG IN law or to claims arising out of the gross negligence of the City, its employees, agents or independent contractors; and (iii) not exceed Company's indemnification obligation under this Agreement. Company shall provide at least thirty (30) days prior written notice to the City of cancellation of any required coverage that is not replaced. 4. Such insurance shall include a "cross liability," "severability of interests," or "separation of insureds" clause indicating essentially that "except with respect to the limits of insurance, and any rights or duties specifically assigned in this coverage part to the first named insured, this insurance applies as if each named insured were the only named insured, and separately to each insured against whom the claim is made or suit is brought." 5. Prior to commencement of performance of any of the Work, Company shall provide the Facility Manager with a duplicate (photocopy or facsimile acceptable) certificate of the required insurance policy(ies). The company or companies issuing such insurance shall be rated at least A-VII by AM BEST. 6. Company shall promptly advise the City of all claims relating to damage to property or injury to or death of persons arising or alleged to have arisen in any manner by, or directly or indirectly associated with, the erection, maintenance, presence, use or removal of Company's Equipment at the Premises. Copies of all accident or other reports made to any insurer by Company arising out of the Premises shall be furnished to the City. 7. Company shall also furnish the City with such additional assurance and evidence of such insurance (such as certificates of all insurance policies) as the City may from time to time request. Within thirty (30) days after any notice of termination, cancellation, expiration or alteration in any policy of insurance required under this Agreement, Company shall deliver to the Facility City additional insured. 8. Company shall ensure that any required policies of insurance that Company or any of its suppliers or contractors of any tier carry as insurance against property damage or against liability for personal injury (including death) shall include a provision therein providing a waiver of the insurer's right to subrogation against the Indemnitees. To the extent permitted by its insurance policies, the City hereby waives all rights of subrogation against Company, its successors and assigns, and the respective directors, officers, employees and agents of Company and its successors and assigns. 9. Notwithstanding the foregoing, the Company may, in its sole discretion, self-insure any of the required insurance under the same terms as required by this Agreement provided that the Company, or its parent company: (1) maintain a net worth of $500,000,000 throughout the term of this Agreement; (2) uses a third party administrator to manage all self-insured claims; (3) maintains sufficient capital reserves approved annually by Ernst and Young, or any successor auditing company to fund its self-insurance program; and (4) is responsible for payment of any insured retention. In the event the Company elects to self-insure its obligation under this Agreement to include the City as an additional insured, and the City seeks insurance coverage for a claim under such self-insurance program, the following conditions apply: 19 12565573/1 U06121ELGIN (i) The City shall provide the Company with written notice of any claim, demand, lawsuit, or the like for which it seeks coverage pursuant to this section and provide the Company with copies of any demands, notices, summons, or legal papers received in connection with such claim, demand, lawsuit or the like; (ii) City shall not settle any such claim, demand, lawsuit, or the like without the prior written consent of Company; and (iii) City shall fully cooperate with Company in the defense of the claim, demand, lawsuit or the like. 10. The requirements of this Agreement as to insurance and acceptability to the City of insurers and insurance to be maintained by Company are not intended to and shall not in any manner limit or qualify the liabilities and obligations of or assumed by Company under this Agreement. 11. In addition, Company shall furnish to the Facility Manager, at such times and in such forms as the City may in writing request, surety bonds with performance, payment and maintenance clauses payable to the City. E. PERMITS Company shall obtain and comply (and shall ensure that the Equipment, the Work, and all of Company's suppliers and contractors of any tier comply) with all applicable permits including authorizations as required under the City's Zoning Ordinance (Elgin Municipal Code, Chapter 19) if applicable, licenses, franchises, rights-of-way, easements, and other rights required to perform the Work and operate the Equipment and the Company's system in accordance with this Agreement. Company shall furnish to the City such evidence thereof (such as certified copies of permits, licenses, franchises, rights-of-way, and easements) as City may request. F. COMPLIANCE WITH LAWS AND REQUIREMENTS In the performance of the Work under this Agreement, and the continued use of the Company's Equipment on City Premises, the Company shall comply (and shall ensure that the Equipment, the Work, and all of Company's suppliers and contractors of any tier comply) with all applicable: 1. Laws, ordinances, rules, regulations, orders, licenses, permits, and other requirements, now or hereafter in effect, of any governmental authority; 2. Industry standards and codes; and 3. City construction guidelines, specifications, rules, and regulations which apply to Company's Work and will be provided by City to Company on request. 4. Federal requirements regarding radio-frequency emissions and interference with other electronic or telecommunications equipment. 5. Senior priority rights held by other telecommunications entities to be protected from interference. 20 12565573/IL0612/ELGIN 6. Company shall furnish such documents as may be required to effect or evidence compliance. All laws, regulations, and orders required to be incorporated in agreements of this character are incorporated herein by this reference. G. NONDISCRIMINATION During the performance of Work, the Company, for itself, its assignees and successors in interest, agrees as follows: 1. In all hiring or employment made possible or resulting from this Agreement, there shall be no discrimination against any employee or applicant for employment because of sex, age, race, color, creed, national origin, marital status, or the presence of any sensory, mental or physical handicap, unless based upon a bona fide occupational qualification, and this requirement shall apply to, but not limited to, the following: employment advertising, layoff or termination, rates of pay or other forms of compensation and selection for training, including apprenticeship. 2. No person shall be denied or subjected to discrimination in receipt of the benefit of any services or activities made possible by or resulting from this Agreement on grounds of sex, race, color, creed, national origin, age except minimum age and retirement provisions, marital status or the presence of any sensory, mental or physical handicap. 3. Any violation of this provision shall be considered a violation of a material provision of this Agreement and shall be grounds for cancellation, termination or suspension, in whole or in part, of the Agreement by the City. H. SEXUAL HARASSMENT The Company shall have a written sexual harassment policy to the extent required by law. IV. ADDITIONAL CONDITIONS AND PROVISIONS A. NON WAIVER The failure of either party to insist upon or enforce strict performance of any of the provisions of this Agreement or to exercise any rights under this Agreement shall not be construed as a waiver or relinquishment to any extent of its right to assert or rely upon any such provisions or rights in that or any other instance; rather, the same shall be and remain in full force and effect. B. ASSIGNMENT; SUCCESSORS AND ASSIGNS Company may assign, transfer, sub-lease or otherwise dispose of any of the privileges granted under this Agreement to a business entity which meets the following criteria: (i) licensed by the Federal Communications Commission to operate a wireless communications business; and (ii) (1) is a parent, subsidiary, affiliate or successor of the Company; or (2) controls or is controlled by or under common control with the Company; or (3) is merged or consolidated with the Company; or (4) purchases a majority or controlling interest in the ownership or assets of the Company; (5) purchases substantially all of the assets of the Company; or (6) purchases substantially all of the assets of the Company in the Metropolitan Trading Area in which the Premises are located. Upon notification to the City by the Company of such action, together 21 12565573/IL0612/ELGIN with a statement by the assignee of the privileges that it will comply with the conditions of the Site Agreement, the Company shall be relieved of all future performance, liabilities and obligations under the Agreement. The Company may not otherwise assign transfer, sub-lease or otherwise dispose of any of the privileges granted under this Agreement without the written consent of City. C. SURVIVAL The obligations imposed on Company and all provisions of this Agreement which may reasonably be interpreted or construed as surviving the completion, termination or cancellation of this Agreement, shall survive the completion, termination or cancellation of this Agreement. D. ENTIRE AGREEMENT The entire Site Agreement between the City and the Company shall consist of the Special Terms and Conditions, the General Terms and Conditions contained herein which shall be affixed to each Site Agreement, and all Exhibits and/or Addenda issued concurrent with or subsequent to the execution of this Agreement, and any amendments to same. E. APPLICABLE LAW This Agreement shall in all respects be interpreted, construed and enforced in accordance with the laws of the State of Illinois. F. SEVERABILITY In the event any section, sentence, clause, or phrase of this Agreement is adjudicated to be invalid or illegal by a court of last resort and of competent jurisdiction, the remainder of this Agreement shall be unaffected by such adjudication and all other provisions shall remain in full force and effect as though the section, clause, or phrase so adjudicated to be invalid had not been included herein. The Parties hereto agree to then negotiate in good faith the replacement section, sentence, clause, or phrase which is legal and most closely represents the original intent of the Parties. G. RIGHTS CUMULATIVE Except as otherwise provided in this Agreement, the rights and remedies of the parties provided for under this Agreement are in addition to any other rights and remedies provided by law. The failure to exercise on any occasion any right shall not operate to forfeit such right on another occasion and the use of one remedy shall not exclude or waive the right to use another. H. CONTRACTUAL RELATIONSHIP—NO CO-PARTNERSHIP OR AGENCY This Agreement does not constitute the Company as the agent or legal representative of the City for any purpose whatsoever. The Company is not granted any express or implied right or authority to assume or create any obligation or responsibility on behalf of or in the name of the City or to bind the City in any manner or thing whatsoever. In no event shall the City be construed or held to have become in any way or for any purpose a partner, associate, or joint venture of the Company or any party associated with the Company in the conduct of the Company's business or otherwise. 22 12565573/1L0612/ELGIN I. HEADINGS The titles of sections are for convenience only and do not define or limit the contents. J. NOTICES All notices and other materials to be delivered hereunder, shall be in writing and shall be delivered or mailed to addresses as follows: If to Company: New Cingular Wireless PCS, LLC Attn: Network Real Estate Administration Re: Cell Site#: IL0612; Cell Site Name: Elgin (IL) Fixed Asset No: 12565573 575 Morosgo Dr. NE Suite 13-F West Tower Atlanta, GA 30324 With a copy to: New Cingular Wireless PCS, LLC Attn: Legal Department Re: Cell Site#: IL0612; Cell Site Name: Elgin (IL) Fixed Asset No: 12565573 208 S. Akard Street Dallas, Texas 75202-4206 The copy sent the Legal Department is an administrative step which alone does not constitute legal notice. If to City: City of Elgin 150 Dexter Court Elgin, Illinois 60120 Attn: City Manager With a copy to: City of Elgin 150 Dexter Court Elgin, Illinois 60120 Attn: Corporation Counsel K. NON-EXCLUSIVITY This is a non-exclusive arrangement. L. MODIFICATION OR AMENDMENT No modification to or amendment of the provisions of this Agreement shall be effective unless in writing and signed by authorized representatives of the City and the Company. The City and the Company expressly reserve the right to modify any Agreement, from time to time, by mutual agreement. 23 12565573/IL0612/ELGIN M. WAIVER OF LANDLORD'S LIENS The City waives any and all lien rights it may have, statutory or otherwise, concerning the Company's Equipment or any portion thereof. The Company's Equipment shall be deemed personal property for purposes of this Agreement, regardless of whether any portion is deemed real or personal property under applicable law; the City consents to Company's right to remove all or any portion of the Company's Equipment from time to time in the Company's sole discretion and without the City's consent. N. SALE OF CITY PROPERTY In the event the City sells the City Property during the term of this Agreement, the City will provide the Company written notice thereof and the name, address and telephone number of the new owner of the City Property. 24 12565573/1L0612/ELGIN PRO•ECT F*ORMIATM AT&T APPROVALS APPLICANT. AT&T MOBILITY 930 NATIONAL PKWY, 4TH FLOOR SCHAUMBURG,IL 60173 SITE ACQUISITION MANAGER DATE MASTEC COMPLIANCE MANAGER DATE SITE ADDRESS: 750 SUMMIT STREET C � OOK. IL 60 at&t 12D MASTEC CONSTRUCTION MGR. DATE AT&T RF PROJECT MANAGER DATE COOK COUNTY LANDLORD CONTACT: CROWN CASTLE 10 N.MARTINGALE ROAD,SUITE 620 COOK MASTEC SA PROJECT MANAGER DATE AT&T PROJECT MANAGER DATE SCHAUMBURG,IL 60173 COUNTY CONTACT: RACHEL ARKEMA SITE NAME: IL0612-ELGIN PH: (647)RACHEL 76 MASTEC SA SPECIALIST DATE a` CITY OF ELGIN zCMm CF SITE NUMBER: IL0612 ZOl i7(1: LATITUDE 42.02'53.05•NAD 83 6 THESE DRAWINGS ARE PREPARED LONGITUDE= -88.15'45.53 NAD 83 FA CODE: 12565573 RE��R(DV0 DATED: 06.13.13 6�ICY CONTACT.RACHEL ARKEMA GENERAL CONTRACTOR TO VERIFY PH: (847)273-0476 AND INCORPORATE MOST RECENT 14wr rkxfabMOW. VERSION OF RFDS WITH'MASTEC' ACCESS CONTACT: RACHEL ARKEMA CslleraeYweK INSTALL(12)NEW AT&T ANTENNAS ON EXISTING 125•-0-MONOPOLE AND NEW OUTDOOR PRIOR TO CONSTRUCTION it En PH: (647)273-0476 ADDRESS: 750 SUMMIT STREET EQUIPMENT CABINETS AND GENERATOR INSTALLED WITHIN NEW SHELTER ADDITION ELGIN, IL 60120 PARCEL N1MBHt 06-07-302-D41-D000 VK34TY MAP APPLICABLE BULDIM CODM AND STANDARDS COUNTY: COOK COUNTY 0.19°x/+ SUBCONTRACTOR'S WORK SHALL COMPLY WITH ALL APPLICABLE NATIONAL,STATE,AND LOCAL CODES AS ADOPTED BY THE LOCAL PROPOSE)119E EXISTING TELECOMMUNICATIONS FACILITY - Algana A- AUTHORITY HAVING JURISDICTION(AHJ)FOR THE LOCATION. THE EDITION OF THE AHJ ADOPTED CODES AND STANDARDS IN EFFECT ON B"ATIIN(AAIBIk 787' THE DATE OF CONTRACT AWARD SHALL GOVERN THE DESIGN POWER COMPANY' PONIED - PH: (866)639-3532 SUBCONTRACTOR'S WORK SHALL COMPLY WITH THE LATEST EDITION OF THE FOLLOWING STANDARDS: 1-9 TELEPHONE COMPANY: AT&T f. -AMERICAN CONCRETE INSTITUTE(AG)318: BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE PH: (8001 257-0902 jor fpm A.K _ -_ -AMERICAN INSTITUTE OF STEEL CONSTRUCTION(AISC): MANUAL OF STEEL CONSTRUCTION(ASD), NINTH EDITION z -TELECOMMUNICATIONS INDUSTRY ASSOCIATION TIA/EIA-222-G: STRUCTURAL STANDARDS FOR STEEL ANTENNA, TOWER AND ANTENNA SUPPORTING STRUCTURES SLEET�pD( JafersonAVG -TIA 607: COMMERCIAL BUILDING GROUNDING AND BONDING REQUIREMENTS FOR TELECOMMUNICATIONS SHEET MB� 2 a -INSTITUTE FOR ELECTRICAL AND ELECTRONICS ENGINEERS(IEEE)81: WIDE FOR MEASURING EARTH RESISTIVITY,GROUND IMPEDANCE ' AND EARTH SURFACE POTENTIALS OF A GROUND SYSTEM IL0612-T1 TITLE SHEET SITE LOCATION -(IEEE)1100: (1999)RECOMMENDED PRACTICE FOR POWERING AND GROUNDING OF ELECTRONIC EQUIPMENT IL0612-N7 NOTES S -c,ya.+ -(IEEE)062.41: RECOMMENDED PRACTICES ON SURGE VOLTAGES IN LOW VOLTAGE AC POWER CIRCUITS(FOR LOCATION CATEGORY G 1J..hnrku�• 'C3•AND HIGH SYSTEM EXPOSURE) IL0612-N2 NOTES vre a+IrF - TELECORDIA GR-1275,GENERAL INSTALLATION REQUIREMENTS IL0612-LS1-LS2 LAND SURVEY ]'`r - - 1 •. e�� -TELECORDIA GR-1503,COAXIAL CABLE CONNECTIONS E1d°`�''u 31 - ANSI T1.311,FOR TELECOM - DC POWER SYSTEMS-TELECOM,ENVIRONMENTAL PROTECTION ILD612-C7 OVERALL SITE PLAN 3 IL0612-C2 ENLARGED SITE PLAN seargL•�Mr' FOR ANY CONFlJCTS BETWEEN SECTIONS OF USTED CODES AND STANDARDS REGARDING MATERIAL METHODS OF CONSTRUCTION,OR OTHER REQUIREMENTS,THE MOST RESTRICTIVE REQUIREMENT SHALL GOVERN.WHERE THERE IS CONFLICT BETWEEN A GENERAL IL0612-C3 GRADING PLAN - REQUIREMENT AND A SPECIFIC REQUIREMENT, THE SPECIFIC REQUIREMENT SHALL GOVERN. IL0612-C4 GEOMETRIC 517E PLAN Oxr Aa•aR EQUIPMENT AREA IS UNMANNED AND NOT FOR HUMAN HABITATION. HANDICAPPED ACCESS REQUIREMENTS AND PLUMBING FACILITIES rnw e IL0612-05 CABLE RACK DETAIL ,w,'- 1._�: 4 ' ARE NOT REQUIRED. - 110812-C6 WALL PENETRATION AND DOGHOUSE DETAILS IL0612-A1 TOWER ELEVATION&ANTENNA PLAN - gUgvniE SF 7�� BUILDING CODE: INTERNATIONAL BUILDING CODE 2012 WITH AMENDMENTS 11-0612-A2 ANTENNA INFORMATION CHART < W-T Communication >" ELECTPoC CODE: NATIONAL ELECTRICAL CODE 2011 IL0612-Et UTILITY PLAN Design Group's Commitment to Quality I10612-E2 unuTY DETAILS DRNNG DRECTIONS DESlleipl TEAM IL0612-E3 ALARM TERMINATION DIAGRAM TEAM NAME COMPANY NUMBER 10 ILO612-GR1 GROUNDING PLAN DEPART CHICAGO O'HARE INTERNATIONAL AIRPORT ONTO 1-190 E TAKE EXIT • \ IC FOR 1-90 W/TOLLWAY TOWARD ROCKFORD. MERGE ONTO 1-90 W.TAKE AA JEFF WORMAN W-T COMMUNICATION DESIGN GROUP, LLC (224)293-6408 ILO612-GR2 GROUNDING DETAILS { THE BEVERLY ROAD EXIT. TURN LEFT ONTO BEVERLY ROAD. TURN RIGHT ONTO REAL ESTATE MATT GOWNS TELECOM SITE MANAGEMENT,INC (704)682-2562 ILO612-GR3 SHELTER TLS SHOE FACTORY ROAD. TAKE THE 1ST LEFT ONTO N WILL BE ROAD. TURN RF DORU BUCUR AT&T (847)762-2259 IL0612-B1-615 SHELTER DRAWINGS RIGHT ONTO 50 S MIT STREET.STREET. DESTINATION WILL BE ON THE RIGHT. ARRIVE AT 750 SUMMIT STREET, ELGIN,L 60120. PM STEPHEN PALO MASTEC (647)463-5933 �• ■ \\\\111111 C/AT' REGULATORY LAURA PYLE MASTEC (847)463-5912 PI.- teka a tew nron«nte CM TIM BRILEY MASTEC (678)910-3167 to HI out our online survey. • ELGIN 7130286 .� W-T COMMUNICATION= CARiSSA e e.DESIGN G_RO UP,LLC. . D = ® a T &t Network Solutions ........ " ' OD1-02D69B ILOSi2 a x.c nnr TITLE SHEET 15 7 7 0 SUMMIT STREET "°""�3p wo pp 75 A LMM MEADW L 1103011 ELGIN, IL 60120 �Y ass Ix c. .ar ffn� (A a"W3 COOK COUNTY SIVa&JK L W7 IL0Msl6ero 1 x2 lxe-«T 1 mom SONS AS 9101111 OE9Pm R:PW an.e•1 eY:R SITE WORK GENERAL NOTES GENERAL NOTES 1. THE SUBCONTRACTOR SHALL CONTACT UTILITY LOCATING SERVICES PRIOR TO THE START 1. FOR THE PURPOSE OF CONSTRUCTION DRAWING,THE FOLLOWING DEFINITIONS SHALL OF CONSTRUCTION. APPLY: CONTRACTOR-AT&T 2 ALL EXISTING ACTIVE SEWER,WATER,GAS,ELECTRIC AND OTHER UTIU7IES WHERE SUBCONTRACTOR-GENERAL CONTRACTOR(CONSTRUCTION) ENCOUNTERED N THE WORK,SHALL BE PROTECTED AT ALL TIMES,AND WHERE OWNER-AT&T REQUIRED FOR THE PROPER EXECUTION OF THE WORK,SHALL BE RELOCATED AS OEM-ORIGINAL EQUIPMENT MANUFACTURER DIRECTED BY CONTRACTOR EXTREME CAUTION SHOULD BE USED BY THE SUBCONTRACTOR WHEN EXCAVATING OR DRILLING PIERS AROUND OR NEAR UTILITIES. 2. PRIOR TO THE SUBMISSION OF BIDS,THE BIDDING SUBCONTRACTOR SHALL MST THE SUBCONTRACTOR SHALL PROVIDE SAFETY TRAINING FOR THE WORKING CREW.THIS WILL CELL SITE TO FAMILIARIZE HIMSELF WITH THE EXISTING CONDITIONS AND TO CONFIRM THAT INCLUDE BUT NOT BE LIMITED TO A)FALL PROTECTION,B)CONFINED SPACE,C) THE WORK CAN BE ACCOMPLISHED AS SHOWN ON THE DRAWINGS ANY DISCREPANCY FOUND ELECTRICAL SAFETY,D)TRENCHING AND EXCAVATION. SHALL BE BROUGHT TO THE ATTENTION OF THE CONTRACTOR. 3. ALL SITE WORK SHALL BE AS INDICATED ON THE DRAWING AND PROJECT 3. ALL MATERIALS FURNISHED AND INSTALLED SHALL BE IN STRICT ACCORDANCE WITH ALL SPECIFICATIONS APPLICABLE CODES,REGULATIONS AND ORDINANCES SUBCONTRACTOR SHALL ISSUE ALL APPROPRIATE NOTICES AND COMPLY WITH ALL LAWS,ORDINANCES,RULES,REGULATIONS 4. IF NECESSARY,RUBBISH,STUMPS,DEBRIS,STICKS,S70NES AND OTHER REFUSE SHALL AND LAWFUL ORDERS OF ANY PUBLIC AUTHORITY REGARDING THE PERFORMANCE OF THE BE REMOVED FROM THE SITE AND DISPOSED OF LEGALLY. WORK. 5. ALL EXISTING INACTIVE SEWER,WATER,GAS,ELECTRIC,OTHER UTILITIES,WHICH 4. DRAWINGS PROVIDED HERE ARE NOT TO SCALE AND ARE INTENDED TO SHOW OUTLINE INTERFERE WITH THE EXCAVATION OF THE WORK,SHALL BE REMOVED AND/OR CAPPED, ONLY. PLUGGED OR OTHERWISE DISCONTINUED AT PCNTS WHICH SHALL NOT INTERFERE WITH THE EXECUTION OF THE WORK SUBJECT TO THE APPROVAL OF CONTRACTOR, OWNER S. UNLESS NOTED OTHERWISE,THE WORK SHALL INCLUDE FURNISHING MATERIAL, AND/OR LOCAL UTILITIES. EQUIPMENT,APPURTENANCES AND LABOR NECESSARY TO COMPLETE ALL INSTALLATIONS AS INDICATED ON THE DRAWINGS B. THE SUBCONTRACTOR SHALL PROVIDE SITE SIGNAGE IN ACCORDANCE V41TH THE TECHNICAL SPECIFICATION FOR SITE SIGNAGE. S. 'KITTING USY SUPPLIED WITH THE BID PACKAGE IDENTIFIES ITEMS THAT WILL BE SUPPLIED BY CONTRACTOR ITEMS NOT INCLUDED IN THE BILL OF MATERIALS AND 7. THE SITE SHALL BE GRADED TO CAUSE SURFACE WATER TO FLOW AWAY FROM THE BTS "KITTING UST'SHALL BE SUPPLIED BY THE SUBCONTRACTOR. EQUIPMENT AND TOWER AREAS. 7. THE SUBCONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIAL IN ACCORDANCE & NO FILL OR EMBANKMENT MATERIAL SHALL BE PLACED ON FROZEN GROUND.FROZEN WITH MANUFACTURER'S RECOMMENDATIONS UNLESS SPECIFICALLY STATED OTHERWISE MATERIALS OR SNOW SHALL NOT BE PLACED IN ANY FILL OR EMBANKMENT. & IF THE SPECIFIED EQUIPMENT CANNOT BE INSTALLED AS SHOWN ON THESE DRAWINGS, 9. THE SUB GRADE SHALL BE COMPACTED AND BROUGHT TO A SMOOTH UNIFORM GRADE THE SUBCONTRACTOR SHALL PROPOSE AN ALTERNATIVE INSTALLATION FOR APPROVAL PRIOR TO FINISHED SURFACE APPUCATION. BY THE CONTRACTOR 10.THE AREAS OF THE OWNER'S PROPERTY DISTURBED BT THE WORK AND NOT COVERED 9. SUBCONTRACTOR SHALL DETERMINE ACTUAL ROUTING OF CONDUIT.POWER.TI CABLES BY THE TOWER,EQUIPMENT OR DRIVEWAY SHALL BE GRADED TO A UNIFORM SLOPE AND GROUNDING CABLES. AND STABILIZED TO PREVENT EROSION AS SPECIFIED N THE PROJECT SPECIFICATIONS. 10.THE SUBCONTRACTOR SHALL PROTECT EXISTING IMPROVEMENTS.PAVEMENTS,CURBS, 11.SUBCONTRACTOR SHALL MINIMIZE DISTURBANCE TO EXISTING SITE DURING CONSTRUCTION. LANDSCAPING AND STRUCTURES.ANY DAMAGED PART SHALL BE REPAIRED AT EROSION CONTROL MEASURES,IF REWIRED DURING CONSTRUCTION,SHALL BE IN SUBCONTRACTOR'S EXPENSE TO SATISFACTION OF OWNER CONFORMANCE WITH LOCAL GUIDELINES FOR EROSION AND SEDIMENT CONTROL 11. SUBCONTRACTOR SHALL LEGALLY AND PROPERLY DISPOSE OF ALL SCRAP MATERIAL SUCH AS COAXIAL CABLES AND OTHER ITEMS REMOVED FROM THE EXISTING FACILITY. ANTENNAS REMOVED SHALL BE RETURNED TO THE OWNER'S DESIGNATED LOCATION. CONCRETE AND REINFORCING STEEL NOTES 12.SUBCONTRACTOR SHALL LEAVE PREMISES N CLEAN CONDITION. 13.CONSTRUCTION SHALL COMPLY WITH'GENERAL CONSTRUCTION SERVICES FOR 1. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH ACI 301,ACI 31B,ACI 336,ASTM CONSTRUCTION OF AT&T GSM SI7ES'. A184,ASTM A185,AND THE DESIGN AND CONSTRUCTION SPECIFICATION FOR CAST-IN- PLACE CONCRETE 2- ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3,000 PSI AT 28 DAYS,UNLESS NOTED OTHERWISE SLAB FOUNDATION DESIGN ASSUMES ALLOWABLE SCHL BEARING PRESSURE OF 2000 PSF. 3. REINFORCING STEEL SHALL CONFORM TO ASTM A615,GRADE 60,DEFORMED UNLESS NOTED OTHERWISE.WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185 WELDED STEEL WIRE FABRIC UNLESS NOTED OTHERWISE SPLICES SHALL BE CLASS'B'AND ALL HOOKS SHALL BE STANDARD,LINO. 4. THE FOLLOWING MINIMUM CONCRETE COVER SHALL BE PROVIDED FOR REINFORCING '.. STEEL UNLESS SHOWN OTHERWSE ON DRAWINGS: CONCRETE CAST AGAINST EARTH-31N. CONCRETE EXPOSED TO EARTH AND WEATHER: #6 AND LARGER 2N. /5 AND SMALLER&WWF 1 1/21". CONCRETE NOT EXPOSED TD EARTH OR WEATHER AND NOT CAST AGAINST THE GROUND: SLAB AND WALL 3/4N. BEAMS AND COLUMNS1 1/21N. 5. A CHAMFER AT 3/4'SHALL BE PROVIDED AT ALL EXPOSED EDGES OF CONCRETE,UNO, IN ACCORDANCE WITH ACI 301 SECTION 4.2.4. \Ultl!! '" /^' ` . ELGIN �..� ...� '� *..# �4/ �i• ••SRC T13oze SSA J�:ww :.� } ♦ W-T COSSiVNICATION �� ® a L 0 t DESIGN GROUP,LLC. at&t Network Solutions � .Meu» ".w.w ""w• = �1UYE�� IL0612 NOTES IIm 1011E9 RRK .uasu wao; .y 750 SUMMIT STREET • +o/mJ+� cx one. u ,r. rw MDUN r�L MOOOI e�� ` ELGIN. IL 60120 9so u4,R X)RrMAY A a/./0 RRR� ° �� COOK COUNTY SOWAILM LWM � 6OL "� � o�Rsry 11-0612-141 u vowR oo,Lwm n:pw oww Rc s ELECTRICAL INSTALLATION NOTES GROUNDING NOTES 1. ALL ELECTRICAL WORK SHALL BE PERFORMED N ACCORDANCE WITH THE PROJECT SPECIFICATIONS AND THE NATIONAL ELECTRICAL CODE(NEC). 1. ALL GROUNDING ELECTRODE SYSTEMS(INCLUDING TELECOMMUNICATION,RADIO,LIGHTNING PROTECTION AND AC POWER) SHALL BE BONDED TOGETHER BELOW GRADE BY TWO OR MORE COPPER BONDING CONDUCTORS IN ACCORDANCE WITH 2 CONDUIT ROUTINGS ARE SCHEMATIC.SUBCONTRACTOR SHALL INSTALL CONDUITS SO THAT EQUIPMENT IS NOT BLOCKED. PART III OF NEC SECTION 250. 3.WIRING,RACEWAY,SUPPORT METHODS AND MATERIAL SHALL COMPLY WITH THE REQUIREMENTS OF THE NEC. 2. THE SUBCONTRACTOR SHALL PERFORM IEEE FALL-OF-POTENTIAL RESISTANCE TO EARTH TESTING(PER IEEE 1100 AND e1)FOR GROUNDING ELECTRODE SYSTEM THE SUBCONTRACTOR SHALL FURNISH AND INSTALL SUPPLEMENTAL 4.ALL CIRCUITS SHALL BE SEGREGATED AND MAINTAIN MINWUM CABLE SEPARATION AS REWIRED BY THE NEC, S GROUND ELECTRODES AS NEEDED TO ACHIEVE A TEST RESULT OF 5 OHMS OR LESS RESISTANCE 5.CABLE SHALL NOT BE ROUTED THROUGH LADDER-STYLE CABLE TRAY RUNGS. 3. THE SUBCONTRACTOR IS RESPONSIBLE FOR PROPERLY SEQUENCING GROUNDING AND UNDERGROUND CONDUIT 6.EACH END OF EVERY POWER,CURRENT CARRYING CONDUCTORS,GROUNDING, T1 CONDUCTORS AND CABLE SHALL BE BE LABELED WTH COLOR-CODED INSULATION OR ELECTRICAL INSTALLATION AS TO PREVENT ANY LOSS OF CONTINUITY IN THE GROUNDING SYSTEM OR DAMAGE TO THE CONDUIT TAPE(3M BRAND,1/2"PLASTIC ELECTRICAL TAPE WITH UV PROTECTION,OR EQUAL).THE IDENTIFICATION METHOD SHALL CONFORM NTH NEC AND OSHA REQUIREMENTS. AND PROVIDE TEST RESULTS 4. ALL METAL CONDUIT AND TRAY SHALL BE GROUNDED AND MADE ELECTRICALLY CONTINUOUS NTH LISTED COOING 7.ALL ELECTRICAL COMPONENTS STALL BE CLEARLY LABELED NTH PLASTIC TAPE PE7R COLOR SCHEDULE ALL EOUIPMENT SHALL BE LABELED NTH THEIR VOLTAGE RATING,PHASE FITTINGS OR BY BONDING ACROSS THE DISCONTINUITY NTH A#6 AWG COPPER WARE UL LISTED GROUNDING TYPE CONFIGURATION,WIRE CONFIGURATION,AMPACITY RATING AND BRANCH CIRCUIT ID NUMBERS(LE PANELBOARD AND CIRCUIT ID'S). CONDUIT CLAMPS B.PANELBOARDS(ND NUMBER)AND INTERNAL CIRCUIT BREAKERS(CIRCUIT ID NUMBERS)SHALL BE CLEARLY LABELED NTH PLASTIC LABELS. 5. METAL RACEWAY SHALL NOT BE USED AS THE EQUIPMENT GROUNDING CONDUCTOR.STRANDED COPPER CONDUCTOR NTH GREEN INSULATION.SZED PER SECTION 250.122 OF THE NEC,EQUIPMENT GROUNDING CONDUCTOR SHALL BE 9.ALL TIE WRAPS SHALL BE CUT FLUSH WITH APPROVED CUTTING TOOL TO REMOVE SHARP EDGES FURNISHED AND INSTALLED NTH THE BRANCH CIRCUIT TO THE BTS EQUIPMENT. 10.POWER,CONTROL AND EQUIPMENT GROUND CONDUCTOR IN TUBING OR CONDUIT SHALT.BE SINGLE CONDUCTOR(#14 AWG OR LARGER),60OV,OIL RESISTANT,THHN OR THWN-2 6. EACH BTS CABINET FRAME SHALL BE DIRECTLY CONNECTED TO THE MASTER GROUND BAR NTH GREEN INSULATED CL ASS B STRANDED COPPER CONDUCTOR RATED FOR 90C(WET AND DRY)OPERATION AND LISTED OR LABELED FOR THE LOCATION AND RACEWAY SYSTEM USED,UNLESS SUPPLEMENTAL EQUIPMENT GROUND CONDUCTORS.#6 AWG COPPER OR LARGER FOR INDOOR BTS AND 12 AWG OTHERWISE SPECIFIED. STRANDED COPPER FOR OUTDOOR BTS 11.SUPPLEMENTAL EQUIPMENT GROUND WIRE LOCATED INDOORS SHALL BE SINGLE CONDUCTOR(06 AWG OR LARGER),60OV,OIL RESISTANT,THHN OR THWN-2,CLASS B STRANDED 7. CONNECTIONS TO THE GROUND BAR SHALL NOT BE DOUBLED UP OR STACKED.BACK TO BACK CONNECTIONS TO THE COPPER CONDUCTOR RATED FOR 90C(WET AND DRY)OPERATION AND LISTED OR LABELED FOR THE LOCATION AND RACEWAY SYSTEM USED,UNLESS OTHERWISE SPECIFIED. GROUND BAR ON OPPOSITE SIDES OF THE GROUND BAR ARE PERMITTED. 12 POWER AND CONTROL WRING,NOT IN TUBING OR CONDUIT,SHALL BE MULTI-CONDUCTOR,TYPE TC CABLE(#14 AWG OR LARGER) 60OV,OIL RESISTANT,THHN OR THWN-2.CLASS 6. ALL EXTERIOR GROUND CONDUCTORS BETWEEN EQUIPMENT/GROUND BARS AND THE GROUND RING SHALL BE#2 AWG B STRANDED COPPER CONDUCTOR RATED FOR 90C(WET AND DRY)OPERATION NTH OUTER JACKET AND LISTED OR LABELED FOR THE LOCATION USED,UNLESS OTHERWSE SOLID TINNED COPPER UNLESS OTHERWISE INDICATED. SPECIFIED. 9. ALUMINUM CONDUCTOR DR COPPER CLAD STEM CONDUCTOR SHALL NOT BE USED FOR GROUNDING CONNECTIONS. 13.ALL POWER AND W AND GROG CONNECTIONS SHALL BE CRIMP-STYLE,COMPRESSION MIRE LUGS AND RENUTS BY THOMAS AND BETTS(OR EQUAL).LUGS AND WRENUTS SHALL BE 10.USE OF 90'BENDS IN THE PROTECTION GROUNDING CONDUCTOR SHALL BE AVOIDED WHEN 45'BENDS CAN BE RATED FOR OPERATION AT NO LESS THAN 75C(90C IF AVAILABLE)_ ADEQUATELY SUPPORTED. 14.RACEWAY AND CABLE TRAY SHALL BE LISTED OR LABELED FOR ELECTRICAL USE IN ACCORDANCE NTH NEMA.UL,ANSI/IEEE AND NEC REQUIREMENTS. 11.EXOTHERMIC WELDS SHALL BE USED FOR ALL GROUNDING CONNECTIONS BELOW GRADE. 15,ELECTRICAL METALLIC TUBING(EMT),ELECTRICAL NONMETALLIC TUBING(ENT)OR RIGID NONMETALLIC CONDUIT(I.E.RIGID PVC SCHEDULE 40 OR RIGID PVC SCHEDULE BO)SHALL BE 12,ALL GROUND CONNECTIONS ABOVE GRADE(INTERIOR k EXTERIOR)SHALL BE FORMED USING HIGH PRESS CRIMPS USED FOR EXPOSED INDOOR LOCATIONS. 13.COMPRESSION GROUND CONNECTIONS MAY BE REPLACED BY EXOTHERMIC WELD CONNECTIONS 15.ELECTRICAL METALLIC TUBING(EMT)SHALL BE USED FOR CONCEALED INDOOR LOCATIONS 14.ICE BRIDGE BONDING CONDUCTORS SHALL BE EXOTHERMIC ALLY BONDED OR BOLTED TO THE BRIDGE AND THE TOWER 17.GALVANIZED STEEL INTERMEDIATE METALUC CONDUIT(IMC)SHALL BE USED FOR OUTDOOR LOCATIONS ABOVE GROUND. GROUND SYSTEM. 1B. RIGID NON METALLIC CONDUIT(I.E.RIGID PVC SCHEDULE 40 OR RIGID PVC,SCHEDULE BO)SHALL BE USED UNDERGROUND: DIRECT BURIED, IN AREAS OF OCCASIONAL LIGHT VEHICLE 15.APPROVED ANTIOXIDANT COATING(I.E CONDUCTIVE GEL OR PASTE)SHALL BE USED ON ALL COMPRESSION AND TRAFFIC OR ENCASED IN REINFORCED CONCRETE IN AREAS OF HEAVY TRAFFIC. BOLTED GROUND CONNECTIONS. 19. UOUID TIGHT FLEXIBLE METALLIC CONDUIT(SEAL TITE)SHALL BE USED INDOORS AND OUTDOORS AND WHEN VIBRATION OCCURS OR FLEXIBILITY IS NEEDED, 16.ALL EXTERIOR GROUND CONNECTIONS SHALL BE COATED NTH A CORROSION RESISTANT MATERIAL 20,CONDUIT AND TUBING FITTINGS SHALL BE THREADED OR COMPRESSION-TYPE AND APPROVED FOR THE LOCATION USED,SETSCREW FITTINGS ARE NOT ACCEPTABLE 17.MISCELLANEOUS ELECTRICAL AND NON-ELECTRICAL METAL BOXES,FRAMES AND SUPPORTS SHALL BE BONDED TO THE GROUND RING IN ACCORDANCE WITH PART III OF SECTION 250 OF THE NEC. 21.CABINETS, BOXES AND WIREWAYS SHALL BE LISTED OR LABELED FOR ELECTRICAL USE IN ACCORDANCE NTH NINA.UL,ANSI/IEEE AND NEC REQUIREMENTS. 18 BOND ALL METALLIC OBJECTS WTHIN 6 FT. OF ANY MAIN GROUND CONDUCTOR NTH(1)#2 AWG COPPER TINNED 27 YAREWAYS SHALL BE EPDXY-COATED(GRAY)AND INCLUDE A HINGED COVER,DESIGNED TO SWING OPEN DOWNWARD.WIREWAYS SHALL BE PANDUIT TYPE E(OR EQUAL)AND BE GROUND CONDUCTOR. NEMA 1 RATED(OR BETTER). 19.GROUND CONDUCTORS USED IN THE FACILITY GROUND AND LIGHTNING PROTECTION SYSTEMS SHALL NOT BE ROUTED 23.EOUIPMENT CABINETS,TERMINAL BOXES,JUNCTION BOXES AND PULL BOXES SHALL BE GALVANIZED OR EPDXY-COATED SHEET METAL,AND SHALL MEET OR EXCEED UL 50,AND BE THROUGH METALLIC OBJECTS THAT FORM A RIND AROUND THE CONDUCTOR SUCH AS METALLIC CONDUITS,METAL NEMA 1 RATED(OR BETTER)INDOORS OR NEMA 3R(OR BETTER)OUTDOORS SUPPORT CUPS OR SLEEVES THROUGH WALLS OR FLOORS.WHEN IT IS REQUIRED TO BE HOUSED IN CONDUIT 10 MEET CODE REQUIREMENTS OR LOCAL CONDITIONS,NON-METALLIC MATERIAL SUCH AS PVC PLASTIC CONDUIT SHALL BE 24.METAL RECEPTACLE,SWITCH AND DEVICE BOXES SHALL DE GALVANIZED,EPDXY-COATED OR NON-CDRRODING.SHALL MEET OR EXCEED UL514A AND NEMA 031,AND BE NEMA i USED.WHERE USE OF METAL CONDUIT IS UNAVOIDABLE(I.E.NON-METALLIC CONDUIT IS PROHIBITED BY LOCAL CODE) RATED(OR BETTER)INDOORS.AND WEATHER PROTECTED(WP OR BETTER)OUTDOORS THE GROUND CONDUCTOR SHALL BE BONDED TO EACH END OF THE METAL CONDUIT, 25.NONMETALLIC RECEPTACLES,SWTCH AND DEVICE BOXES SHALL MEET OR EXCEED NEMA OS2 AND BE NEMA 1 RATED(OR BETTER)INDOORS,AND WEATHER PROTECTED(W'OR BETTER)OUTDOORS. 26.THE SUBCONTRACTOR SHALL NOTIFY AND OBTAIN NECESSARY AUTHORIZATION FROM CONTRACTOR BEFORE COMMENCING WORK ON THE AC POWER DISTRIBUTION PANEL 27.THE SUBCONTRACTOR SHALL PROVIDE NECESSARY TAGGING ON THE BREAKERS,CABLES AND DISTRIBUTION PANELS IN ACCORDANCE WITH THE APPLICABLE CODES AND STANDARDS TO SAFE GUARD UFE AND PROPERTY. �.19� ELGIN 7130286 �rN a 'AK.�Te c W-T W GROUP, LL C. JV: •�.�0� at&t n DE616N GROUP,LLC. GAFAM ® i I N@t1r oA Solutions WFNDT IL0612 NOTES o..mi, .0 Inse.0 001.020NO lN9 7aLyEW MITE a:��w.� • �-T.AA.�` 750 SUMMIT STREET • +a/ayta ass 1EYEW oKra�c�.� RMUS IEA909S L 900m aum,xc-m amt's 970 IA41H FL PA91(IWY �j•�' ATE a 1 ♦ ELGIN, IL 60120 U PA A °'/3WI" (°�no-�n m.roe..,e �� COOK COUNTY sa1NA1LIWC.L On ro. oaE I�.snxs 9r pIK.wP•o (L0612-N2 "'"`7 ��/ sr As sww oEaom ar:Pw ar.sc PLAT OF SURVEY ® atstt A S P H A L T ► 77NG 8'UTILITY EASEMENT a sTe c Network Solutions PROPOSED LEASE AREA EXIS77NG 12'ACCESS EASEMENT (SEE SHEET 2) 3100 10.01EW DRI%t ROLUNG MEADOWIL L 00008 G R A V E L ————————————————— —— ———————— SITE OI`FIC& (847)870--@M ————————————————————- SITE BENCHMARK ELECTRIC REFERENCE LINE C, TRANSFORMER -11 1 v ff- Lm &-T LAND IUR,�EYI_NO INC. S 90VO'OO W J80.28' EXIS77NG 30x35' LEASE AREA EXISTING 12' LOCATION MAP ACCESS EASEMENT EXIS77NG IZ91'x2O" LEASE AREA NOTES: 1.BENCHMARK-CUT CROSS AT THE CR-rH CORNER OF A CONCRETE TRANSFORMER PAD. ELEVATION-78Z4(NAVD88) UTILITY POLE I Z PERMANENT INDEX NUMBER: 06-07-302-041 �W/LIGHT I THE LOCATION OF UNDERGROUND UTIUTIES WAS DETERMINED BY FIELD OBSERVATION AND VISIBLE MARKINGS ONLY. G R A V E L u) 4,FIELD WORK COMPLETED: APRIL 25th.2013 &SURVEY PREPARED WITH THE AID OF A REPORT OF TITLE PREPARED BY US TITLE SOLUTIONS,FILE NUMBER 42547-IL1303-5034 DATED APRIL 2nd 0 2013. W, UTILITY POLE 6.SURVEY PREPARED FOR: W-T COMMUNICATION DESIGN GROUP,I.I.C. W/LIGHT 7.LATITUDE. N 4292'5210'(NAD83) LONGITUDE. W 088M5'45.19'(NAD83) uj n ELECTRIC w &BASIS OF BEARINGS ARE FOR ANGULAR REFERENCE ONLY AND NOT jLj 09 RELATED TO TRUE NORTH. (9 Ed TRANSFORME�R • 9.ANY DISCREPANCIES FOUND WITHIN THIS DOCUMENT NEED TO BE REPORTED TO THE SURVEYOR AS SOON AS POSSIBLE STATE OF ILLINOIS ss COUNTY OF COOK WE -T LAND SURVEYING,INC.DO HEREBY DECLARE THAT WE HAVE SURVEYED THE ABOVE DESCRIBED PROPOSED A EA THAT THIS PLAT IS A CORRECT REPRESENTATION C SAID ", " ,t, POINT OF COMMENCEMENT TE12 GIVEN UNDER OUR HAND AND SEAL THIS" OF Op QQIQBM—A.D.2013 A I NORTH LINE OF SUMMIT AVENUE W-T LAND SURVEYING,INC.ILUNOIS SCALE: 1" 50' 9 00 25 50 100 - 7E 513149 I - --&-U -A 4,F-E- FRANJO I.M"C:C-PLS#035-0035M M 7 BAR SCALE G 0 L F R 0 A D ILUNOIS PROFESSIONAL DESIGN FIRM I IC !!18 1 TS PLAT OF SURVEY ® aw E ❑ CHARLES PEDESTAL PROPOSED IcAS AREA DESCRIPTION 792 791 THAT PART OF THE WEST HALF OF THE SOUTHWEST QUARTER OF SECTION 7, TOWNSHIP 41 NORTH,RANGE 9 EAST OF THE THIRD PRINCIPAL MERIDIAN, 792 —�— 790 BOUNDED AND DESCRIBED AS FOLLOWS: COMMENCING AT THE INTERSECTION TELCO/CABLE HANDHOLE 789 788 OF THE NORTH RIGHT OF WAY LINE OF SUMMIT AVENUE(GOLF ROAD)AND 791 THE WEST RIGHT OF WAY LINE OF HIAWATHA DRIVE; THENCE NORTH 00 :�a sTe c _ DEGREES 22 MINUTES 38 SECONDS WEST ALONG THE WEST RIGHT OF WAY Network Solutions 790 EQUIPMENT CABINET 787 UNE,508.97 FEET; THENCE SOUTH 90 DEGREES 00 MINUTES 00 SECONDS WEST,380.28 FEET TO THE POINT OF BEGINNING; THENCE SOUTH 42 789 ---- DEGREES 41 MINUTES 42 SECONDS WEST,18.00 FEET;THENCE NORTH 47 EQUIPMENT CABINET DEGREES 18 MINUTES 18 SECONDS WEST,19.00 FEET; THENCE NORTH 42 3100 TOLLVIEW DRIVE 788 6�i�W1 METER DEGREES 41 MINUTES 42 SECONDS EAST,18.00 FEET,THENCE SOUTH 47 ROLLM MEADI L 80008 A DECREES 18 MINUTES 18 SECONDS EAST,19.00 FEET TO THE POINT OF OFFICE: (847)870-8073 c.: vi ^fie BEGINNING,CONTAINING 342.00 SQUARE FEET,ALL IN COOT(COUNTY, p, rn I BEGINNING. q °I GRASS t W-T LAND SURVEYING INC. dSANITARY MANHOLE wmrr r,=oaaon I I C:3 ^� I _ IE/ EXIS77NG 8 UALITY EASEMENT) \ S\ PROPOSED 18'X19'LEASE AREA I ' \ \ e, \ POINT OF BEpNN/NC -787 \o,. PROPOSED LEASE AREA F N G R A S S \/ S 90170'00"W J80.28'— i e \ \ REFERENCE LINE i 07 2c \ tea, / ►ti. \\ \ \ � i � m i'u Y� EX/SPA AREA \\\ �q l --I �� LEASE AREA ROOF OVERHANG + \\ AC UNIT \\ / \ / L E G E N D DOG HOUSE — RRORE—uNE a "REDO..RANT MONOPOLE TOWER % GROUNDING WELL \ GRASS 1ERTER— a H- /u-C'NALNE ¢ BASE=788.38' —�_—EABEwEwT uHE ¢ PosI uCFT\CNCUND LICHT g Ly LEASE AREA LINE -E AREA LIGHT YY$! 67 DOG HOUSE I cRnbq,o,L�` ® cns uauR(tl.<vl�\Vo/Ik) y EX/STING 12'ACCESS EASEMENT I \ a�,z� � ELECTRIC METIER kI CONCNETE m 0® RE_TN11(E eccaSle) E $ UnLITY POLE.tl �'E�EFIFEEN fCIDUDUS _TT ONTWR RE LINE H� � G R A V E L I / E`•"•ff'm ya, TREE UNE/HEDCE UNE yl�. } SHRUB/SHRUB UNE ---"'- ....-/STONE W a ttPIRCUL StcN —r— F SCALE: 1" - 20' I I m GAS FENCE LNE OO 10 20 sATw.NY, rrra SEwEH 40 i > —ED EHO Stcnox wArtRwAIN 513149 O 0.05ED MANHOLE j ® RATE MANHOLE _c OKRHEAD LME ws uNE BAR SCALE I ® ecEHlvE ceATE u^"HOLE wT— U.G.TELCO urvE L' ® GUTIER ERPME —uc.— U.G FLECTRIC UNE ` 4sy' 14OTF: REPAIR ANY DAMAGED RESTORE d�B BY CONSTRU BE'fTIIt OCONDITOTO N. 1' EXISTING ELECTRIC PEDESTAL TO BE UTILIZED FOR POWER TIE-IN , EXISTING CHARLES PEDESTAL TO BE UIIUZED FOR TELCO TIE-IN i M D DaSTING 8'-0'WIDE -. ...... UTILITY EASEMENT TO BE 6I UTILIZED.SEE SURVEY NEW 4'TELCO CONDUIT FROM NEW 48'X49'%12'NEMA 3R If HOFFMAN BOX TO EXISTING / CHARLES PEDESTAL SEE E7 I �-.TNG PARKING Io NEW 2'ELECTRIC CONDUIT FROM - LOT(TYP.) I NEW AT&T METER TO EXISTING ELECTRIC PEDESTAL SEE E7 EXISTING 12'-D'WIDE f ACCESS EASEMENT TO NEW 18'-D'% AT&T BE UTILIZED.SEE SURVEY 1 SHELTER ADDITION TO BE --1 SH NEW 1B'-0'%19'-0' INSTALLED.SEE'B' AT&T LEASE AREA \\ /� /�- - _ -__-___- -_-- . EXISTING CON(StE7E \\ / - --_ ._ EXISTING TRANSFORMER PAD 70 RFJA/VN \ // / AERIAL VIEW -- �--- SCALE NONE �9�� EXISTING GRASS \ EXISTING CARRIER �% AREA(TYP.) LEASE AREA(TYP.) \ EXISTING 125'-0' / MONOPOLE TO ?,X \ \ BE UTIUZED - `EXISTING CHAIN EXISTING CONCRETE .�- LINK FENCE(7YP.) PAD 1D REMAIN EXISTING GRAVEL R AREA(TYP.) EXISTING LIGHT POLE(TYP.) I / I E)DSTING UTILITY POLE(TYP.) EXISTING BASEBALL FIELD i IEXISTING BUILDING(TYP.) � � ( � I I \ }II I EXISTING TRANSFORMER I D SITE PHOTO OOVERALL SITE PLAN SCALE: NONE E SCALE: 1'=50'-D' MOR7N 1{111111►/ .�`�a9•.....,tiij,G�� ELGIN +A ,.yy +�r�a, �/r� ` V�•• •F T130286 _a VT4 G DIET COYMOMP,LKKI � :nom' at8Lt 1W DESIGN GRDUP,. i GUMS T _ Netvtilars 5cslutions � •p°•A•T°°C°` � � _ IL0612 OVERALL SITE PLAN 3Np gyp ppyE .r:,�.,4"a4: wasp,.crm1, • 750 SUMMIT STREET A 1o/ox/ta vss r es 0 RMJJ C MADORS L MW , maa[�v ano]a ' {PT�• � 17a MATRNRL PARKMY A M/30/43 WrKE- (e4>)Rm-eon rt•�,«.,m...o„a.�. .::. 1 ELGIN, IL 60120 aR Nam amlR + w' nw 4 / / COOK COUNTY 9]W?AUML073 na aTS PEVC�IS ' ^RPT IL0612-C1 d..,e As SA.n oesLa�m er.w, tXIM•er:se NEW{'TELCO CONDUIT FROM AT&T TELCO BOX TO EXISTING CHARLES PEDESTAL SEE E1 NOTE CONTRACTOR SHALL RESTORE AND \ OSBE URU2ED.SEE SURI*E EASEMENT CAUSED BY DAMAGED CONSTRUCTION TO OMGINAL OR BETTER CONDITION. ' NEW 2'ELECTRIC CONDUIT FROM \\\' NEW AT @T 70 EE El ELECTING PEDESTAL SEE NEW AT&T 120/240V METER MOUNTED TO FACE OF SHELTER NEW 18'-0'X iB'-0' AT&T LEASE ARE NEW AC PANEL NTH INTEGRATED NEW IN AKE // \X \ AUTOMATIC TRANSFER SWITCH NEW AT&T 48'%48'X12'NEMA 3R HOFFMAN BOX FOR TELCO MOUNTED NEW GENERATOR ON TO FACE OF SHELTER SHELTER FLOOR TO BE INSTALLED (4)NEW DC-6 MODULES / \I MOUNTED TO SHELTER WALL NEW ROOF OVERHANG. TS-NG. / / I i \ SEE'8'SHEETS // I EXISTING METER AND j lELCO BOX TO REMAIN —EXISTING 12'-0'WIDE ACCESS ' \ \ EASEMENT TO BE UTILIZED.SEE SURVEY \\ - NEW ARCI15 CABINET \ - \ /q NEW EXHAUST LOUVER \\ ,9 PURCELL(2)NEW STACKED EXISTING CARRIER CABINETS \ EQUIPMENT SHELTER NEW 18'-D'%1 \ NEW PURCELL CABINET \ AT&T SHELTER ADDITION ON \ TO HATCH EE'9' \ BUILDING.SEE'B'SHEETS �\ (3)NEW 6'SCH.80 PVC UNDERGROUND CONDUITS TO BE INSTALLED Q\ EXISTING CHAIN LINK IN _ FENCE TO REMAIN I / NEW FlBER AND DC CABLES TO BE INSTALLED �� Q O•. 12'- EXISTING MONOPOLE TO BEG UTILIZED \ / NEW DOGHOUSE TO BE INSTALLED. %( SEE 2/C6 a ETGrnNC LANDSCAPING 4 nENLARGED SITE PLAN SCnLE 1'-10'-0' MORTM ��� kr► ��aED ...... : ELGIN }p} 7130286 W-T COMMUNICATION . _ to NDT a l&l■ DE81GN GROUP,LLC.ly£tI+Vt3►IGOitftli?t1S = ENLARGED SITE PLAN 30 RuVn m1E »<rni bus r'"'°'imim �,�y�r�oT. 750 SUMMIT STREET A 1o/DZ/1l us miler es ,w rw •M� MMM I(M7)II,E MDOA m..a�:or,.,s �� �.� sSTAW W �� ELGIN, IL 60120 M�4��r A I L061 2-C2 f°�»°N-°°I� •.��..* .+d,�ow.� :�t COOK COUNTY soulXleurc.L eD1TS No. oae IaxscHS n as Nero �' -°/'�L scnE s su.w omnan m:rw, oau•1 e,�sc tlltit IN NEW SHELTER ADDITION.MATCH DGSTING I \ SHELTER FOUNDATION ELEVATION \` -767 -� \JI` '\ \ \. f / I----------._--- MATCH EXISTING GRADE /Y I I � 1 1 � LEGEND: NEW INT. INTERPOLATION CONTOUR NEW LF LINEAR FEET ELEVATION FLOW DIRECTION T/F= TOP OF CENTER OF SWALE XXX.X% FOUNDATION NEW CMP 1 GRADING PLAN SCALE 1•�30'-0• NORTH rte +► *� Gi + H.T� ELGIN Tloza -- W-T COYNIUNICATION `G�• :c F p{' • DESIGN IiR0 P.LLC. J• '� at&l Network Solutions � ■.I■..■ ~�••���■ cWE14S� IL0612 GRADING PLAN rm T¢LVn N I .M.'w`.. ,u • c.�s.� 750 SUMMIT STREET n IoM/+� R MW IEA M E Noce '-*.�g�- �0`� ELGIN, IL 60120 °�°Iu44TH FW CIW ARr n w/ao/is sml Ixvew sc .w rw mm. ("7)rm- D �.•>PI.,�.....U,��.•,d..� ,°�T'^I"���/ COOK COUNTY saMIINNRC■Nroln w. oAIE RLVmoxs In GNC,IwT, IL0612-C3 NOTE: CONTRACTOR SHALL RESTORE AND REPAIR ANY DAMAGED AREAS CAUSED BY CONSTRUCTION TO ORIGINAL OR BETTER CONDITION. 'a• 'o. �YT / I 9• / I \ / I SEE'B-SHEETS FOR SHELTER ADDITION DIMENSIONS AND DETAILS —— --—— ` I •\�\\\ /0 s. k c1 GEOMETRIC SITE PLAN 7.— r-io'-o' NGRrN �+w+ y �+► 1� J L► ��rr�8• �rF�i ELGIN + } nss w-r co GROUP, u;• '••o�: ® a L&L DE81GN GROUP,LLC. �� Network Solutions � ""°"•"'"""""""" _ VYEN� IL0612 GEOMETRIC SITE PLAN r�i+P` �-mires... • �,�y�DoT.x.�• 750 SUMMIT STREET A io/07/u wss Aen.w as Pw ROLUIC FADOK 0R,E -" °� uLdSm MWTECj• 970 MA414U1 PASKMY '� mw"xuan aR¢ (�'e4 cm-m�7 x•�-q w ��,.---itp�• � ELGIN. IL 6 COUNTY 4M r.L A oy�o/u ooz x�.,n .rn Pw i •nA Asp � COOK COUNTY .L emn xo. aqE InYYSws m cx".PP•o IL0612-C4 / sxe As SrnxN "Eawm m:Pw owux m:sC MATERIAL UST-24'GBLE RACK NO DESCRIPTION R-UNE PART 0 1 SPLICE EXTENSION CLAMP 2 BOLT SB-2107 YZN (_ITJn� 3 LOCK WASHER 4" 4 NUT s HORIZONTAL TEE SPUCE(CORNER CLAMP) 6 BOLT S8-2107-A YZN 7 LOCK WASHER B NUT 9 RUNWAY SUPPORT KIT 10 LOCK WASHER SB-2116-A YZN 1 21 17 11 NUT x, 12 GROUND STRAP(06 WIRE W/2 HOLE LUG) 17 BOLT 14 FENDER FLAT WASHER SS-669-1X7 3/4 15 LOCK WASHER g� Izo r'L�-f 16 NUT 17 ANGLE WALL BRACKET '-1 ze- 1B J-BOLT SUPPORT SB-2113-24 YZN ul 19 LOCK WASHER z 06 AWG -- � 20 NUT s 21 24'TUBULAR ER CABLE RACK SB-17-24 YZN CAPS z � 22 NEOPRENE END CAPS 58-21-8 �12 23 4 1/2'STRUT CHANNEL 822 %�• 24 5/8' 11 THREADED ROD z 25 SQUARE WASHER 26 5/8'SQUARE NUT l �+ 27 TAP CON BOLT U����,�jjT DETAIL 1 25 1/4'z 3'TOGGLE BOLT �� JJ TYPICAL MOUNTING 29 1/4'z 1 1/2'LOCK WASHER J 30 1/4'z Y FENDER FLAT WASHER FOR CABLE RACK 31 5/8'NUT N.T.S. NOTES- 1. BOTTOM OF CABLE RACK TO BE MOUNTED 54'A.F.F. 2. ALL DETAILS MAY NOT APPLY TO CABLE RACK LAYOUT. NOTE ALL REFERENCE NUMBERS ARE TO MATERIAL UST TABLE ``` �sEO ARpy�r�i ELGIN p T73D2B6 W—T 4=#� ! 7y.r '{�x4 DEB COY ROLW,LIDN .,V: •:��� at IXt DEBION GROW,LLC. Network Solutions � ""° ""°"""""`T^" WENDT^ _ IL0612 CABLE RACK DETAIL %•�T..i m:°i'xx... ' 001-020888 • 31m lault7l xxAt cuxssA—,,"A 750 SUMMIT STREET A +o/W,3 »:A[MEM .nr Pow yob wu� KUM I JDM L KOM meo,z E.c:anm¢ dltimism ARdRECT:pj 930 xA4MUaR P�NdcNr A M/3u/u 9os�EVxM S .M PW !•aM.3P aF ELGIN, IL 60120 aERa: (n4>)nlo-em3 ,�,,,p,.•,,,+,,,m,,,,a,a„w,.Ww.� �i �ei1u • �� COOK COUNTY MiAWLK Lon IL0612-05 oesccKrn m:PAPA o"A""e.:sc U.L SYSTEM NO.C-A.H149B SEE HILT FlRESTOP INSTALLATION MANUAL FOR METAL PIPE THROUGH CONCRETE FLOOR,WALL.OR BLOCK WALL ADDITIONAL INSTRUCTIONS F RATING 2-HR. HILT LS 1-8 .INC.TULSA.OK 00-879-8000 _ TOP MEW T RATING-0-HR. W RATING-CLASS 1 1.CONCRETE FLOOR OR WALL ASSEMBLY: (2-HR FIRE-RATING) A.UGHTNflCMT OR NORMAL WEIGHT CONCRETE FLOOR OR WALL(MINIMUM 4-1/2'THICK). A A 2(OPTIONAL)ANY OF THE FOLLOWING STEEL SLEEVES MAY BE USED: A.MAXIMUM B'NOMINAL DIAMETER STEEL PIPE SLEEVE(SCHEDULE 10 OR HEAVIER). j Il S.MAXIMUM 6.(MINIMUM 26 GAUGE)OR 8'(MINIMUM 24 GAUGE). GALVANIZED STEEL SLEEVE WITH SW EL ARE FLANGE SPOT WELDED TO BOTTOM OR MID-HEIGHT OF SLEEVE AND SIZED MINIMUM 2'LARGER THAN SLEEVE DIAMETER.9=MAY EXTEND MAXIMUM 1'ABOVE TOP SURFACE OF FLOOR AND MAXIMUM 4'BELOW BOTTOM SURFACE OF FLOOR. 3.PENETRATING ITEM TO BE ONE OF THE FOLLOWING: A.MAXIMUM S'NOMINAL DIAMETER STEEL PIPE(SCHEDULE 10 GAUGE OR HEAVIER). B.MAXIMUM 8'NOMINAL DIAMETER CAST IRON PIPE SECTION A-A C.MAXIMUM 4'NOMINAL DIAMETER COPPER PIPE OR TUBING. D.MAXIMUM 6'NORMAL DIAMETER STEEL CONDUIT. 6 E MAXIMUM 4'NOMINAL DIAMETER EMT. v 4.MINIMUM 4'THICKNESS MINERAL WOOL(MINIMUM 4 PCF DENSITY)TIGHTLY PACKED AND RECESSED TO ACCOMMODATE FlRESTOP SEALANT. 5.NINMUM 1/4'DEPTH HILT CP 601S ELASTOMERIC FIRESTDP SEALANT. 6.MINIMUM 1/4'BEAD HILTI CP 601S ELASTOMERIC FTRESTOP SEALANT AT POINT OF CONTACT. NOTE NOTES IF EXISTING CONSTRUCTION VARIES 1.USE GROUND PENETRATING RADAR PRIOR TO CORE DRILUNG. FROM THIS DETAIL,AN EOUAL NO CUTTING/DAMAGING OF EXISTING REBAR IS ALLOWED. 2-HOUR U. PENETRATINN 2 MAXIMUM DIAMETER OF OPENING-8'. APPROPRIATE FOR THE EXISTING 3.ANNULAR SPACE=MINIMUM 0,MAXIMUM 2'. 5 4 WALL TYPE SHALL BE CONSTRUCTED 4.MINIMUM 1/4'DEPTH HILT CP BOYS ELASTOMERIC FlRESTOP SEALANT IS REWIRED ON EACH SIDE OF A WALL ASSEMBLY. K.1WALL PENETRATION DETAIL 1 SCALE: NONE i EXISTING MONOPOLE ! NEW SHEET METAL COVER TO MATCH EXISTING. PAINT TO MATCH SHELTER FOAM SEAL NEW CONCRETE SUET --NEW WITH W4XW --NEW FIBER AND DC CABLES WWF TO MATCH EXISTING HILTI EXPANSION I EXISTING COAX PORT ANCHOR OR EQUAL COMPACTED GRAVEL FILL S'DEPTH MINIMUM � t 1 t 1 { 1� 1 (3)NEW 6'SCH.80 UNDERGROUND CONDUITS FOR FIBER AND DC CABLES FROM AT&T EXISTING CARRIER UNDERGROUND CONDUITS SHELTER ADDinON. SIMILAR TO DETAIL 4/E2 DOGHOUSE DETAIL 2 y'e'c. NINE "�• `, gg0 ARQ�Y�r��� ELGIN }p} T1302e6 ++� W-T COMMUNICATION �4�:' • •••••'•FO ® l OE L + W DESIGN GROUP,LLC. _ J: '.x� Network Solutions W���o.xA•.„a,x• = CARISSA ILD612 WALL PENETRATION AND WE DOGHOUSE DETAILS 31m I0 LW3 �a.,a...,�..1.1a.e,a.�B,,,,naxw•xa.+.•-�rx.i..maa:u.. - i.•4 _€.j3QJax1FSF• 750 SUMMIT STREET I3D A 10/0:/13 Inum WA M L KOM STAW a ELGIN, IL 60120 A d/./13 Ha (INY)em-m 3Ssax x RR�Nnt]W r rSIe C .JM Y PPw IN y x� ♦ COOK COUNTY mwnewc L Ian rn. w1c "evmmu er a«"PPV IL061 2-C6 �s+e/'�' ��/ As seoxx omcxm m:Pw uuw m:sc Illli NOTES, 1. ALL RF CABLE(JUMPER)LENGTHS SHALL BE WITHIN 9 FEET OF EACH OTHER ACROSS ALL SECTORS.FOR EX AMPLE,ALPHA SECTOR'S SHORTEST JUMPER IS 8 FEET IN LENGTH. THEREFDRE,GAMMA SECTOR'S LONGEST JUMPER CAN BE NO MORE THAN 15 FEET LONG Z. FOR SITES WHERE CSRF WILL BE IMPLEMENTED WITH EXISTING LTE EQUIPMENT.EXISTING RF JUMPER MAY BE RE—USED.INSTALLER SHALL MEASURE JUMPERS AND ENSURE LENGTHS EXISTING LIGHTNING ROD COMPLY WITH NOTE 6. OVERALL (TOP OF EXISTING LIGHTNING ROD ELEVP 131'-0-'-0� � 3. ALL RF CABLE JUMPERS SHALL USE PRE—MADE JUMPERS WITH PRE—INSTALLED CONNECTORS __TOP_OF TOWER do EXISTING CARRIER ANTFNNAS_ EXISTING CARRIER ANTENNAS ON BOTH ENDS. p 125—6 4. ALL RF JUMPERS SHALL BE LUF OR LCF72 JUMPERS FROM APPROVED RF JUMPER CABLE EXISTING CARRIER ANTENNAS MANUFACTURERS(ANDREW AND RFS). (ISTING CARRIER ANTENNAS 5. RF JUMPER CONNECTORS SHALL BE INSTALLED WITH PROPER TORQUE AND WEATHERPROOFING.ElE-V= S. JUMPERS SHALL HAVE RF SWEEP PERFORMED. NEW AT&T ANTENNAS TO BE 7. ALL FIBER CABLES SMALL BE OF THE SAME LENGTH FROM THE FIBER/DC SURGE PROTECTION INSTALLED ON NEW LOW PROFILE BOX TO EACH RRH/RRU.ANY EXCESS FIBER SHOULD BE SPOOLED IN THE FIBER/DC SURGE _ AT&T ANTENNAS PLATFORM(TYP.OF 4 PER SECTOR) PROTECTIONS BOX NEW 8. JUMPERS SMALL BE SUPPORTED AT INTERVALS NOT EXCEEDING 3 FEET. 9. DRAWING IS FOR REFERENCE ONLY.ROUTING IS DIAGRAMMATIC. (1)NEW RRH WT'S SCOPE OF WOW DOES NOT NEW LTE ANTENNA INCLUDE A STRUCTURAL EVALUATION OF THIS TOWER OR STRUCTURE NEW (2)NEW RRH'S ANTENNAS SHOWN ON THIS PLAN NEW UTMS ANTENN p HAVE NOT BEEN EVALUATED 70 VERIFY THE TOWER OR STRUCTURE o p (i)NEW RRH HAS THE CAPACITY TO ADEQUATELY SUPPORT THESE ANTENNAS PRIOR NEW LTE ANTENNA TO ANY ANTENNA INSTALLATION,A ALPHA STRUCTURAL'V ALLIARON OF THE AZIMUTH 45' TOWER OR STRUCTURE SHOULD BE PERFORMED_ (1)NEW R o0 0 (1)NEW RRH NEW LTE ANTENNA p O NEW LTE ANTENNA EXISTING 125'-0•MONOPOLE p TO BE UT1U2ID I o j o o (2)NEW RRH'S (1)NEW RRH NEW UMTS ANTENNA NEW LTE ANTENNA 1W 1 pp 0 NEW AT&T 18'-0'X 19'-0' SHELTER ADDITI ON TO BE INSTALLED.SEE•8"SHEETS I (1)NEW RR O o p ii NEW L1E ANTENNA o p (1)NEW RRH _ o o NEN LTE ANTENNA LTE H RR -NEEW LTE ANTENNA .� (1)NEW RRH NEW LTE ANTENNA (2)NEW RRH'S NEW UNITS ANTENNA TOWER ELEVATION 2 ANTENNA PLAN 1 SCALE: 1'�20'-0' SCALE: NONE 111111fII _ �•���c',,• '•Cy/r�,� ELGIN T,3o28,6 t W—T Cow"ICATIOR E/� J�.'� •:OIL a...1mc SRI a Te `�' DESIGN GROUP,LLC. Z CARISSA �/,/ at&t TOWER ELEVATION& Network Solutions w�• '. "'"..^°°*�^ _ wENOT IL0612 �✓ .5 ANTENNA PLAN 001-020888 c.A�..3elac_c 750 SUMMIT STREET A 1o/oz/13 :I.,WLr La Jx Plu ownw..w 3N0 Immil Dim .«.. oan � AAO1 J''� 9W MAIIRYL FARXMT A OF/JO/13 BVA @,MEO 9C Jw PW RMIM MEAOOM L OM l��y ELGIN, IL 60120 aH FLOOR OFFICE (817)SM-m,3 ,�,,,un„my„m,,.u< ' COOK COUNTY �tAW�MN.L NX,3 «o. a,E �' �«�o (L0612-A1 7 4 �/ / SGYf• AS sto.n pE4G1ED 0h RY. owrn Bi:4C ANTENNA SECTOR ANTENNA EQUENCY TOP do BOTTOM COAX ANTENNA ANTENNA AZIMUTH ELECTRICAL MECHANICAL �FROM ANTENNA COAXIAL FEEDER NUMBER JUMPER COLOR ID VENDOR MODEL DOWNTILT DOWNTILT GROUND TIP HEIGHT SIZE LENGTH 700 — — — FIBER ±200'-0' At ERICSSON KRC 118 023/1 45' 0 1D0'-0" 104'-0" WCS — — — FIBER ±200'—O" 850 _ _ — FIBER ±200'—O" A2 ERICSSON KRC 118 054/1 45' 0 1001-0 104'-0' e PCS — — — FIBER ±200'-0' •` 700 _ _ _ FIBER ±200'-0' A3 ERICSSON KRC 118 048/1 45' 0 1DO'-0" 1D4'-0" AWS _ FIBER ±200'-0" 850 _ _ — FIBER ±200'-0" A4 ANDREW SBNH-1D6565C 45' 0 100'-0" 104'-0" 1900 — — — FIBER ±200'—O" 700 — — — FlBER ±200'-0" C4 Al 81 ERICSSON KRC 118 023/1 165' 0 100'—G" 104'—O" WCS _ — — FlBER ±200'-0" 850 — — — FIBER ±200'-0" 82 ERICSSON KRC 118 054/1 165' 0 ID0'-0" 104'-0' _ �• B PCS — — — FlBER ±200'—O 700 — — — FIBER ±200'—O" / \ B3 ERICSSON KRC 118 048/1 165' 0 1001-0' 104'-0" C7 / `\� A4 FIBER ±200—C / 850 — — — FIBER ±200'—O" B4 ANDREW SBNH-1D6565C 165' 0 100'-0' 104'-0" &1 B1 1900 — — — FIBER ±200'-0" FIGURE 1:ANTENNA ORIENTATION 700 — FIBER ±200'—O' CI ERICSSON KRC 118 023/1 290' 0 100'-0' 104'-0' ±200'-0' il WCS — — — FIBER 850 _ _ — FIBER ±200'-0' C2 ERICSSON KRC 118 054/1 29W 0 100'-0' 104'-0" . PCS — FIBER ±2001-0' C 700 _ _ — FIBER ±200'-0" C3 ERICSSON KRC 118 048/1 290' 0 100'—O" 504-0' AWS — — — FIBER ±200'_0• 850 _ _ — FIBER ±200'-0' C4 ANDREW SBNH-1DS565C 290' 0 700'-0' 104'-0" 1900 — — — FIBER ±200'_0• ANTENNA INFORMATION CHART 1 SCALE NONE 11 J �D MPAi!"' ELGIN .��. at&t}{ 7730288 W—T s DES COMMUNICATION l GX l wrn mac 4 sTe DESIGN GROUP,LLO J: CARIB -'� GX ANTENNA INFORMATION VVY W-11,,, ILD612 CHART� YENOT eW4fk Solutions = i 0014)20M ew ter.x„ 750 SUMMIT STREET n gm xnA PNr io/mJ+� s�excr es ✓c rw muMO Nrw. eoaoe aoma owa�s ���+'m'gD ELGIN, IL 60120 41H ROR rno w/�o/+� ^" ("n ®a, o�,,,�,,,,�,4,a�,,� ��v E°` COOK COUNTY IL0612-A2 sowlYxlxG L Nxn M1E 14;wspNS BY CHK,wr'o �J / a . a sxuw o soon an rw� wrx m sc NOTE VOLTAGE DIIO► NOTE: CONTRACTOR SHALL VERIFY ALL E%15TINC FROII TRAUNFOR TO**RAE CONTRACTOR SHALL VERIFY ALL EXISTING BURIED AND OVERHEAD UTILITIES PRPA TO -- BURIED AND OVERHEAD UTLITIF'S PRIOR TO ALL DAMAGED CONTRACTOR SHALL REPAIR LENGTH WIRE VOLTAGE PERCENTAGE EXCAVATION.CONTRACTOR SHALL REPAIR ALL DAMAGED COORDINATE ANY AT HIS OWN C057 OF RUN SIZE DROP(VOLTS) OF VOLTAGE ALL DAMAGED UTILITIES AT HIS OWN COST AND RESPECTIVE NTI I Y C REPAIRS WITH RESPECTIVE UTILITY COMPANY, AND COORDINATE ANY REPAIRS W1T11 'NEW 2'ELECTRIC CONDUIT FROM 160'-0' 3/0 4.71V 1.965 RESPECTIVE UTILITY COMPANY. NEW AT&I METER TO EXISTING _ ELECTRIC PEDESTAL SEE E2 \ \r 37•-3 ' AT&T TEL BOX TO LIT IR G E \CHARLES PEDESTAL SEE E2 _______ 0 EXISTING B'-O'UTILITY EASEMENT TO BE UTILIZED.SEE SURVEY' URVEY \/ NEW AT&T 120/240V METER I"i EXISTING B'-O'UTILITY EASEMENT '\ MOUNTED TO FACE OF SHELLER I 1 �TO BE UTIUZED.SEE SURVEY //' �'� \�`` •\ \ \ /\ \ I I I NEW 2-ELECTRIC CONDUIT FROM NEW METER TO EXISTING ELECTRIC-PEDESTAL NEW 4'TELCO CONDUIT FROM / I e NEW AC PANEL WITH INTEGRATED AT&T TELCO BOX TO EXISTING TRANSFER/ \ AUTOMATIC TRANSFER SWITCH I CHARLES PEDESTAL SEE E2 NEW GENERATOR ON o / I i SHELTER FLOOR TO p N NEW AT&T 48'X48'X72'NEMA 3 I I BE INSTALLED HOFFM BOX FOR TELCO MOUNTR ED TO FACE OF SHELTER y NEW AT&T 120/240V METER MOUNTED TO FACE OF SHELTER vv \ VA \ (4)NEW DC-B MODULES MOUNTED TO SHELTER WALL NEW\ ' NEMA 3R HOFFM A T N�BOX NEW 20 \ NEW AROUS CABINET / FOR TELCO MOUNTED TO OUTLET IN NEW AMP WAD FACE OF SHELTER BOX(TYP.OF 6) \\ . (2)NEW STACKED a, / \ PURCELL CABINETS • _ \ � NEW PURCELL CABINET • •, \ I \\ NR I �\ TO NSTA LEDD°C CABLES 1 ENLARGED UTILITY PLAN �„10VERALL UTILITY PLAN NORTH SCALE: /' 20'-0" NORTH rr 111 ■ S ELGIN T1�302688 WES COMIUNICATION �,� �:O. ® ��Q � DESIGN GROUP,LLC. � ��M O( Network,Solutions � "°"°•°��•'"°°'�"` _ NveNDT = IL0612 UTILITY PLAN n0010tiIFT OR1E "�`� -•=°Mw%.a«`o 1Hf°"' • �'.4ror,xA 750 SUMMIT STREET A lo/oz/la rsxLw es ar rMa mum orExf (emu em4an c�n.an....m...c..c11 �i '`y ELGIN. IL 60120 Lto IM449 FLOW NEIWAY A w/3o/I3 aax R�Lw sc .w rw urwn rwn ®a1o1o1..ua Pw �� COOK COUNTY LMM w° DAIL L[V6q�E B1' b1'"'P•o IL0612—E1 AS 4101111 DL9dm Irr:rw oAVM Trc:Y WALL CONSTRUCTION N USE WAU CONBTRUCnON USE �(1)NEW 2-CONDUIT WITH(3)3/0 FROM ExISnNG JCDNCRETE BLOCK }/B'0 HAS TIREADm ROD W/ CONCRETE BLOCK 3/8'0 HAS THREADED ROD W/ ELECTRIC PEDESTAL TO NEW METER(FINAL WIRE (HOLLOW) HILTI HIT HY-70 W/SCREEN,MIN. (HOlOW� HILTI HIT HY-70 W/SCREEN,MIN. SIZE TO BE DETERMINED AFTER UTILITY WALK) EMBEDMENT}3/8' EMBEDMENT 3 3/B- EMBEDMENT L. t7 NEW 200 AMP 120/240V METER. ''.. PART/NU89BO–D–KK-200,WITH 200 AMP BREAKER.PART/UQFPH2O0 NEW 48"X48'X12'NEMA 3R HOFFMAN BOX NEW 200 AMP 120/24OV, DISCONNECT ��. NEW 3/0 AWC SOLID .'. WIRE IN 1'RIGID NEW(3)3/0 k(1)#4 AWG NEW 200 AMP 120/240V METER, CONDUIT GROUND IN 2'RIGID CONDUIT PART#NU8980–G–KK-200,WITH 200 < - AMP BREAKER,PART#UQFPH2O0 —__ I NEW 200 AMP 120/240V POWER -= PROTECTION CABINET,PART#WP1220030, LOCATED INSIDE OF SHELTER I ( I p n u �I#2 AWG GROUND NTH = . — i! . < MECHAN ,. I48- CONNECTOR I' TO 48'X48'%12'NEMA ° 3R HOFFMAN BOX JB . NEUTRAL BUSS BAR n ANC soup TINNED ro DONE-LINE DIAGRAM NEUTRAL BAR v SCALE NONE NEW ISOLATED 519'a x 10' < " COPPER GROUND ROD 6' I ABOVE GRADE PER NEC =_ _.�! REQUIREMENT GRADE GRADE < -_� USE THIS SECTION USE THIS SECTION I UNDER PAVEMENT OR UNDER giA55 OR ri I I VEHICLE TRAFFIC AREA LAWN AREA #2 HAN GROUND MITT `` MECHANICAL CONNECTOR I TO NEIER CHASSIS— L It RESTORE SURFACE TO ORIGINAL CONDITION I I \\Wyl NEW 4'(TELCO)CONDUIT WITI1 I NEW 2'CONDUIT WITH(3)3/0 6'WIDE UTILITY WARNING TAPE(B'TO 12' FROM E)OSTING ELECTRIC - \ BELOW GRADE)ENTIRE LENGTH OF TRENCH PULL ROPE TO BE INSTAUED I /�#2 AWG GROUND WITH PEDESTAL TO NEW METER �' FROM 48'BOXX12'CABINET 3R i MECHANICAL CONNECTOR I / HOFFMAN BOX TO CABINET W TO 48'X48'%12'NEMA RETURN ORIGINAL MATERIAL TO TRENCH, zT ;. ./\ \ COMPACT AS NECESSARY TO PREVENT 3R HOFFMAN BOX .. //�\ ;;5�. SERIOUS SETTLEMENT V' GRADE 9(CA-6)GRAVEL COMPACTED 'I �v.:.''•<:' �,` '`T TO 95%STANDARD PROCTOR FOR NEW UTILITY AND K;AL AND TELEPHONE PROVIDE ——— 1�—————y— �'a l .�i' ;i/�� °� APPROVED PU BOXES AS REQUIRED AND COORDINATE INSTALLATION WITH ALL U71UTY �———— COMPANIES FOR INTERFACING AT TERMINA71ON NEW 4'(1 1/44 CONDUIT NEW#2 SOLD TINNED ^ POINTS PROVIDE FULL LENGTH PULL ROPES(TYP) WITH(2)1 TO IN AND A EQUIPMENT GROUND RING 1' PULL ROPE TO BE INSTALLED FROM EwsnNC 7ELC0 SOURCE TO FF X4 BOX NEW 2'RIGID CONDUIT NTH(3) SAND 12' NENA 3R HOFFMAN BOX NEW#2 SOUD TINNED 3/0 do(1)#4 AWC GROUND TO EQUIPMENT GROUND RING RUN UNDERGROUND TO SHELTER t,NHOFFMAN BOX DETAIL METER DETAIL UTILITY TRENCH DETAIL SCALE: NONE G SCALE: NONE ~ SCALE NONE �+II� N�Pw��R,,' "' ELGIN 7170288 W-T!44 a s # e L DES COMMUNICATION`�vF;� •••••'•Tt�`i ���t tir8 i 1�i' DESIGN GROUP,Ll0.= � Network Solutmm `""�"""`""°""` �" ^ = IL0612 UTILITY DETAILS 11YENDT _WIS 31W xum 081E ».-m<i ry mixis.s... T, • �. 750 SUMMIT STREET A 19/02/13 R'A AEKW as Ar vw ROLRK lEWM L UM mma r,•:o,m�s % ' UsTMA' or' ELGIN, IL 60120 ON NA4DMOILR P�AFMY aRI¢ (x7)am-mn ..mww=,mww..rw,o�®wewa.. A•• 0 oy �/ COOK COUNTY SDI,4WM L W73 "� "�'B0N5 �' �"'rmro I L0612-E2 ws down er.PNA owwn er:sc 71111 11777 POS. CABLE FROM"I'S ALARM—.I.- LEVEL/IO STATE ALARM SIDE DEVICE , 1 WIiI7E/13WE 1. THE CONTRACTOR HAS MADE THIS INSERT.ANY 2 BLUE/WHITE SITE DOOR OPEN 1/0 BREAKING FACTORY INSTALLED FACTORY INSTALLED QUESTIONS,CONTACT A CONTRACTOR REPRESENTATIVE 3 WHITE/ORANGE 2 POSITION 33 TO 50 ON THE 56 BLOCK IS FOR HIGH TEMP RADIO ROOM 1/1 BREAKING FACTORY INSTALLED FACTORY INSTALLED FUTURE USE. 4 DRANGE/WHITE 5 WHITE/GREEN 3. CONTRACTOR SHALL RUN CATS CABLE FROM AC SURGE AR TOP FAIL 1/2 BREAKING FACTORY INSTALLED FACTORY INSTALLED EQUIPMENT TO ASTERISK(-)TERMINAL ON 66 BLOCK 6 GREEN/WHITE FOR AT&T TO TERMINATE 7 WHITE/BROWN B BROWN/NHRE SMOKE DETECTOR 1/3 BREAKING FACTORY INSTALLED FACTORY INSTALLED IFGFND. 9 RED/BLUE • DENOTES CONTRACTOR PUNCHDOWN RESPONSIBILITY 10 BLUE/RFD AC DISTRIBUTION FAIL 1/4 BREAKING FACTORY INSTALLED FACTORY INSTALLED 11 RID/ORANGE 12 ORANGE/RED lD TEMP RADIO ROOM 1/5 BREAKING FACTORY INSTALLED FACTORY INSTALLED 13 RED/GREEN WHITE/BLUE 14 GREEN/RED 24V BAT.DISCONNECT FUSE FAIL 1/6 BREAKING BLUE DE NC COMMON 15 RED/BROWN VIOLET/GREEN 16 BROWN /RED RECT.SYSTEM Al ALARM PECO 1/7 BREAKING VIOLET/ORANGE MODULAR PLUG 17 BLACK/BLUE YELLOW/BROWN RECT.SYSTEM A2 ALARM PECO 1/8 13REAKNG MODULAR PLUG 16 BWE/BLACK YELLOW/SLATE 19 BLACK/ORANGE OVER VOLTAGE DECO 1/9 BREAKING __/BROWN MODULAR PLUG 20 ORANGE/BLACK WHITE/SLATE 21 BLACK/GREEN RED/ORANGE ON DISCHARGE PECO 1/A BREAKING RED/ MODULAR PLUG 22 GREEN/BLACK RED/GREEN 23 BLACK/BROWN 11TIITE/BWE SITE DOOR OPEN //B BREWING MODULAR PLUG 24 BROWN/BLACK RLUE/W/IITE 25 YELLOW/BLUE WHITE 28 BLUE/YELLOW TMA TROUBLE 1/C BREAKING C MODULAR PLUG B 27 YELLOW/GRANGE WHITE STROBE FAIL 1/0 BREAKING MC NC COMMON 29 ORANGE/YELLOW BLUE/'MIITE 29 YELLOW/GRF➢N WHITE/ORANGE NC 30 GREEN OW RED STROBE FAIL 1/E BREAKING ORANGE/YMTE COMMON 31 YELLDW/BROWN WMTE/GREEN 32 BROWN/YELLOW SLOE LIGHT FAILURE 1/f BREAKING GREEN/WHITE NC COMMON i ALARM TERMINATION DIAGRAM E SCALE: NONE �� ag• N/j.� ELGIN r13oza' DESIGN GROUP,U.C. ALARM TERMINATION Network$QSolutions •�•L•••, »tl m M• wERNDT = IL0612 DIAGRAM aDT-0¢oeee 310 ULTp GRW °" �^••'°^w: c"'S3W" • ssA.vo1 RA 750 SUMMIT STREET A +uNa/13 au RE\a as .IX Pw q N y AW]1111rf� WW XATKNA PNEOAT �Yl@ (N7)6,D-1D73 wnmrt amu w,mr..o novosa.u..uc i',jr/c�'-w/y �. 5 A 1m1IN �ODN'E°pM TA. ELGIN IL 60120 47x R0p a/3R/u XRf 1avlEr sc Ar Pw _ COOK COUNTY SOLAIARIAM.IL M73 — oS1E REVERS W, tlu APP•D I1-0612—E3 T NEW/2 SOLID TINNED FROM NOTE GROUND RING TO INTERIOR GROUND NEW GROUNDING TEST WELL CONTRACTOR SHALL RESTORE AND HALO OF 4).SEE 3/GR3 SEE 2/GR2 REPAIR ANY DAMAGED AREAS \` ORIGINAL BY BETTERU CONDITION. i — / - NEW 5/8Y%10'-0'COPPER CLAD STEEL ISOLATED GROUND ROD PER - /+\` ' \♦ NEW 12 AWC SOLID TINNED CADWELD NEC CODE SIMILAR TO 1/GR2, / ` .. ♦ TO INTERIOR GROUND HALO(TYP / -� \`♦ �.. NEW F2 AWC SOLID TINNED WITH .. ♦� TI o> MECHANICAL CONNECTION(TYP.) ♦ i NEW SHELTER GROUND RING./2 AWG % / `♦ 1 SOLID TINNED 48'B.F.G. � i i `\♦ 1. / / / `♦\ CADWELD NEW GROUNDING EXTENSION TO FASTING / / / / , `♦♦♦\ SHELTER GROUND RING j EXISTING SHELTER GROUND RING EGACT LOCATION TO • / / I _ \ BE VERIFIED IN FIELD NEW 5/8.0 X 10'-0'COPPER CLAD STEEL GROUND ROD ` (TYP.).SEE i/GR (2)NEW#2 AWG SOLID `\`♦♦ �\ _\ / GROUND DC-6 MODULES PER TINNED CADWELD BETWEEN ♦\ `\ MANUFACTURER'S SPECIFICATIONS(TYP.) INTERIOR GROUND HALOS- ♦` ♦ / NEW/2 AWG SOLID TINNED WITH P ``♦` r`♦♦ 1 MECHANICAL CONNECTION(TIP.) NEW/2 AWG SDLID TINNED / NEW/2 AWG SOLID TINNLD WITH CADWELD FROM NEW MECHANICAL CONNECTION(TYP.) INTERIOR GROUND BAR TO ' LEGEND NEW GROUND RING(TYP. , NEW COLLECTOR GROUND BAR M CADWELD \ / MOUNTED BY UNDERGROUND ♦ CONDUITS IN SHELTER FLOOR ♦ AND PROVIDED BY SHELTER 0WCHANICAL CONNECTION VENDOR.SEE 5/GR2 �. A COMPRESSION FITTING 0(iROUNDIN PLAN SCALE 1/4'=1'-0' pu�uu� ........,h-� ELGIN 7130286 Wf W-T COMMUNICATION ..�: = Gl L 9 y jj DESIGN GROUP,LLC. CglggA _ ® 1 OL` ,l etwo k Solutions --�"`"—""`*"`�r�"4 wENOr _ IL0672 GROUNDING PLAN »..+•... � 001-020898 3X0 Tpyyp.pq� °11 .,.`0°M«,y�`«m;� % ip ss".vor."A �y 750 SUMMIT STREET A Io/n/u 9ss ieub es .Ar Pw �p"� 4D UTIDYL PAW% " O,-x+ 9oi IaNb x .M PW OM (M7) 1.15111311 ooeoaLwd�s �0�y��Q`..' ELGIN, IL 60120 4THFWM IL0612-GR1 NifXi (047)67o-mA r r.m. DWR�y J�\� COOK COUNTY SMMMORq L=73 ar¢ 1&rtAO"S er ak rsP10 OcsuROU"r rw aeOwrR 0r:x NOTE A LARGER CONDUCTOR SHALL BE r� B"•X 4'-J'PVC TEST REWIRED IN AREAS HIGHLY PRONE TO O GRADE WTTMYPE REMOVABLE LIGHTNING AND/OR AREAS WITH HIGHLY �° ACIDIC SOIL ;y FINISHED INSTALLED WITH o- GRADE FINISHED GRADE c GROUND RODS MAY BE COPPER CLAD m�W" CADWELD FROST LINE STEEL OR SOLID COPPER __ NOTE: � I I " .. GROUND RODS SHALL HAVE A g /'2 PIG TAIL TEST MAXIMUM SPACING TWICE THE LENGTH �I2 BARE TINNED SOLID OR LEAD 6'-0" OF THE ROD �\ LARGER GROUND RING PER NFPA 70.ARTICLE 250-66,GROUND NOTE: RING SHALL BE INSTALLED AT INSTALL WELL AT SEE RESISTIVITY REPORT FOR GREATEST DEPTH POSSIBLE AND FULL LIEPTH OF VERIFICATION AS AVAILABLE BELOW PERMANENT MOISTURE i GROUND VBRE \ LEVEL TRENCH NOTE GROUND RODS INSTALLED WITHIN CLOSE PROXIMITY TO TOWER OR WHEN ANGLE OF GROUND ROD 'TA"TYPE SOIL IS AT OR BELOW 2.000 OHM-CM, SHALL NOT EXCEED 45' EXOTHERMIC WELD__< SHALL BE GALVANIZED TO PREVENT TO GROUND ROD GALVANIC CORROSION OF TOWER,(SEE ANSI/TA-E)A-222) EXTERIOR GROUND GROUND ROD: HARDER 5610 OR RING EQUAL 5/B"OA.X 10'-0' i'WIDE SLOT OUT LONG,MIN.CONTRACTOR SHALL SMDON FOR GROUND VERIFY WITH OWNER RING.EXTEND NOTCH SPECIFICATION FOR MINIMUM Y ABOVE CONDUCTOR -LOOSE GRAVEL SIZE OF GROUND ROD TO BE INSTALLED GROUND ROD GROUND ROD DETAIL TEST WELL DETAIL 3 HOED ' SCALE NONE 2 SCALE NONE SCAIE NONE STAINLESS STEEL HARDWARE STAINLESS STEEL FLAT / 5 WASHER(TYP) STAINLESS STEEL LOCKWASMER(TYP) USE ALL GROUND PROOF FASTENERS LAN ALL GROUND BARS O STAINLESS STEEL �� ANDREWS PART/MTLg671KEY STAINLESS STEEL NUTS -; [ _ 0 a} FLAT WASHER (.FI.P) _ _ i �_J 42 AWG GROUND LEADS (TYP) _ TO SECTOR BUSS(TP) /B X 1" O S4AINLE55 STEEL HEX BOLT 3 J- EXPOSED BARE COPPER TO CADWEID TWO HOLE COPPER BE KEPT TO ABSOLUTE 2 GROUNDING COMPRESSION MINIMUM.NO INSULATION /2 ADC SOLID TINNED CABLE TERMINAL ALLOWED"THIN THE COMPRESSION TERMINAL(TYP) _ TO GROUND ICY NOTES A GROUND BAR GROUNDING CABLE NOTE t. HARDER R ELECTRICAL TINNED GROUND BAR Fl NAnON A Sf•{'nON'A-A HARDER OR APPROVED EQUAL LUG HOLE CENTERS HARDWARE STALL BE STAINLESS STEEL TO MATCH NEMA DOUBLE LUG CONFIGURATION I t. OXIDE INI6BITNG COMPOUND TO BE USED AT ALL LOCATIONS 2. INSULATORS NOTE 2 NO CRIMPING OF SOLID 12.USE CADWEID ONLY 3. S/B'STAINLESS STEEL LOCKWASHERS CONIRACI9R SHALL CROUP INCOMING TWRES 4. WALL MOUNTING BRACKET GROUND BAR CONNECTION DETAIL s. a/B'STAINLESS STEEL BNE BaTS GROUND BAR DETAIL CONTRACTOR TO APPLY'KOPR-SHIELD'TO q 5 SCALE NONE ALL CONNECTIONS SCALE: NONE 111111111 ' �`�,��V�•�•°;.• •••:�•�•r�•C ' rtaozfi ELGIN GO -A a s T e Y DES IGN GROUP,LLC. CARIS + X}40 a.wc aac Nowork SOIUt10115 ��/� ...••..••••.�•••• = INENOT = IL0612 GROUNDING DETAILS ��■■ -- ' 001420 NB w.mR...... • wmr, - 750 SUMMIT STREET aro wLWOLN PAAXWAT A iO/m/13 n:.tvor os a rM4 ow+.NOMu mm Tlurn oRHE �� 1 .'•p�y ELGIN, IL 60120 41H MO A a/�°/13 °°s"ne• x �" P� 111LNR MEADM L moos fa ro I L0612-G R2 mm. (844 sm-eons m,,,m„•m,,.., ,e,�.�.. �f �� I ��� COOK COUNTY mINeBIRC.L eMn No. a>E IevlzoNs ownFS/f1 �It(4/ As snawx Irnarm sr PM. waw on sc NOTE THE FOLLOWING SYMBOLS SHOWN ARE HARDER ULTRAWEI n EXOTHERMIC CONNECTIONS WITH PART NUMBERS BELOW.THESE CONNECTIONS MAY BE CROSS-REFERENCED NTH CADwE1D CONNECTIONS WHICH ARE SHOWN. � TT) 00 HB HD BS XX (GT) (HS) (HA) (SS) (XA) �-per VA LE VA B0,BE.BU PT RT (VH) (a) (VS) (W) (PD (TA) y E�XOTHERMIC WELD TYPES ONOT USED D SCALE NONE SCALE NONE NOTE NOTE NEW STRANDED GREEN GROUND LEAD WITHIN NEW GROUND 7D BE INSTALLED SHELTER MUST TRANSITION TO i2 SgJD IN 1'PVC FR04 GROUND POINT PRIOR TO LEAVING SHELTER. TO BELOW GRADE AUTOMATIC TRANSFER SWITCH ROOF LINE NOTE NEW GROUND TO BE RUN IN t'FLEX NM j \ BOND GROUNDING ELECTRODE SILICONE ON TOP SIDE I CONDUCTOR TO SYSTEM NEUTRAL HALO RING.SEE SHELTER AT MAIN BREAKER ONLY I1 DWGS BY OTHERS LEL BO% SHELTER WALL SEE I SHEIIER DWGS STRANDED/2 GREEN 1 BOND TO BOX ) NEW HEAVY DUTY C-TAP HARfX:R ; 1 / ONRDTWGOU ELECTRODE PART/CT2222 1 I 1 1/4'PVC SEAL NTH I CONDUIT METER PVC %/ SEAL OPENING WITH SILICONE CON SILICONE BOTH ENDS 1' NON-METALLIC(PIPE STRAP ! 1 PIPE EXP'OSURE SIDES(TYP.OF BOTH ) 'i1,\\ FOR TELEPHONE FACILITY.__ I 1 ( ) `SOLD 02 TINNED 1'PVC GROUND GRADE WIRE PIPE SLEEVE ..-.. —._ ._.__. 1 1 1 GRADE FLOOR 2 i EXTERIOR HALO GROUNDING I 1 �,..':' �AWG TINNED SOLD (02 AWG TINNED SOLID BARE COPPER WIRE BARE COPPER WIRE. 02 SOLID BARE TINNED % CADWELD ; COPPER GROUND WIRE ` 48'BELOW GRADE . -�Y EX07HERMIC CONNECTION `24' D OSHELTER TIE-IN UTILITY GROUND DETAIL ONOT USED ZE NONE SCAIF: NONE SCALE: NONE \\��$�D AH�h/r/��� ELGIN �.1, W-T COMMUMCATION 4:^ ••.�AC7 i } } TI 30286 DESIGN GROUP,LLC. J: a: ® at&l •Network Solutions � ~^••••"°"••�"�T°^ = wEOT IL0612 GROUNDING DETAILS 3I00 IRLVE11Mlnc --a=:.�sW* uxsv,'wwT.w,. 750 SUMMIT STREET A to/o>Jt� rsx live. N ✓. rw "� Dmlm Kom L^�^ «�o�a>as NV'.n"�"1°'r"'y ELGIN, IL 60120 LID RAIDANRPAAFXWY 6F- (em DD-eDn an.w.s. rco...000m.c..u� �i� DQL S COOK COUNTY SOINAMMr,L 9DI73 Na Hrz .vane " Awo IL0612-GR3 / As sn.0 oo tm er:wu, er.sz 111111 AREA OF EXISTING 2 1 NEW SHELTER B2 84 4'-0'K 10-6' CONSTRUCTION CONCRETE STOOP, 19'-0• SEE 4/B8 ��� (. _ :-_ ____ G-1�i='L_ _____le`ii___ 1-10• GENERATOR ROOM 70 HAVE S-3 8' 4_4 10 5 _ 2'-4 3 B• A SPILL CONTAINMENT / . — ' _ 2'-0• I SYSTEM THAT RISES 6• \ MIN.ABOVE FLOOR / LINE ROOF • _____i -}._---•�\ it , - D2 D1 \ N 0 I B1 L2 L7 .I eaoz PLAN ^� ' r I \ \ EXISTING •I 2 { CONCRETE STOOP 1D BE REMOVID LEGEND -_ 102 2 tot I MARK TYPE DESCRIPTION CEILING HEIGHT CEILING HEIGHT 1 I +/-.,10._9. ' !� 101 ROOM SEE ROOM FINISH SCHEDULE ON SHEET B11. .o I 1 I I I 3 \ 1 I �1 PARTITION SEE PARTITION SCHEDULE ON SHEET Bt. i I L1 UNTEL SEE LINTEL SCHEDULE ON SHEET 810. I 7 5/e' Y-9 3/4'TO MA96NRY i 10'-1'TO MASONRY / Y-3 1/�"JL 9'-7 3/4'CLEAR �! D7 DOOR SEE DOOR SCHEDULE ON SHEET B10. � / w 11 1/4' PARTITION SCHEDULE LB MARK PLAN WALL TYPE DESCRIPTION E1CiEAlOR SPLIT F1CF RI OCX ON F WYfF.I WA I (REARING)- ' UL/ B'SPLIT FACE CONCRETE BLOCK,2'RIpD IP LYISOCYANURATE — ———— —- - - U905 INSULATION BOARD,1'FURRING CHANNELS AT 24•D.C.,5/8' t1 1�.�1_„Y ' FIRE RATED GYPSUM BOARD. •_4• LINE OF FOUNDATION INTERIOR BLOCK BLOCK ANON-BEARING} BELOW 6'CONCRETE BLOCK WALL,i•RIpD POLYISOCYANURA7E ❑2 V900 WSULATION BOARD(BOTH SIDES),1'FURRING CHANNELS AT 24' 1'-6' O.C.(BOTH SIDES),5/8'FIRE RATED GYPSUM BOARD(BOTH SIDES). FJ05T1N.cPl IT FA F RI"WAI 1, 83 EXISTING 8'$PUT FACE CONCRETE BLOCK,1'RIGID ,ENLARGED FLOOR PLAN I- I U905 POLYISOCYANURATE INSULATION BOARD,1'FURRING CHANNELS SCALE: 1/4'-1'-0 pQ� AT 24'O.C.,5/8'FIRE RAYED GYPSUM BOARD. d `����9E •A E Cy 7ji ELGIN — n3ozas CARISSA En y DES GROUP, c. WEN o� ILO612 SHELTER FLOOR Network Solutions "tea"'"'"•• R`""° x A..• .. ���.•• 'Q W'3 13 ,:`0` PLAN 3100 1MLVn DRIVE ®a»,..�n•ra,„.i�.�`u�c� 75MMITET 070umil vRmMr ELGIN 60120 41H FLOOR NN� (047)NM-8M COOK COUNTY SOWAYGLemn A 1� e�aVicr s ,w rw IL0or6s 1 r2.s-Fx B 1 111 W-4D 00 OPMIEY„/70/,. swF>r � � As ssrm 0almm Rr:n1. N1R/N111 m:sc EXTERIOR FINISH SCHEDULE BLOCK-SPLIT FACE CONCRETE BL Ili. �--� -W- ---- _ 9,�� - .•---. ..-.�� OCK.PAINTED ON EXTERIOR FACES(WATER REPELLANT&NR - ,..�. — _ �, -, I PERMEABLE)TO MATCH EXISTNG SHELTER BLOCX TRIM,SOFFIT&FASCIA-PREFINISHED ALUMINUM OR ALUMINUM WRAPPED,COLOR TO MATCH E)OSTING NORTHEAST SHELTER TRIM AND SOFFIT PANELS ELEVATION _ \ �- /.I"?� DOOR-DOOR AND TRIM PAINTED TO MATCH EXISTING SHELTER DOORS '--• - " "'' I ROOF-ASPHALT SHINGLES,STYLE AND COLOR TO MATCH DQSTING SHELTER ROOF 2 I NEW ROOF VENTS SEE ROOF PLAN ON SHEET BB B4 LINE OF EXISTING NEW GENERATOR BUILDING EXHAUST PIPE NORTHWEST T ROOF MATCH METING I. 2` Q tF, V.I.F. NEW SHINGLE ROOF TO MATCH DGSTING _ - NEW ALUM WRAPPED FASCIA OARD TO MATCH EXISTING 1.., ; T C B/�SµFFl+(MALI C — C r . NEW .A SAPPED . J .�...ri -r �T TRIM M EXISTING SOUTHWEST rL , _ _ _ L SOUTHWEST NEW H.Y.DOORS ELEVATION c� 4 _ LC4 { - i t I __ _' _!_ _�__T PAINTED TO MATCH -F �--_ EXISTING(TYP.OF 2) I -I / _ _'_`_` NEW CONCRETE BLOCK eoe -__ „r_.I _ ~ _ T_ WALL.PAINTED TO _.. .. \ - MATCH EXISTING T/FOUNDATION A ELEY. ______ ___ _______J _ B/FOUNDATION A SOUTHEAST I'--f- -.':=- ELEV:-4'-6• ELEVATION _-- *1 4'-0•X 10'-6• BOTTOM OF CONCRETE STOOP,SEE GENERATOR ROOM l �- ------------- DETAIL 4/86 ODOR TO BE SET 6• _.-----_---------- ABOVE TOP OF FOUNDATION TO ALLOW CLEARANCE FOR SPILL CONTAINMENT SYSTEM BUILDING ELEVATIONS rLHEAST ELEVATION SCALE: ,/,6•_1•-0• � SCALE 3/16. 1'-0• 111111111///j� , �A.� ELGIN r,aozss 4 DESIGN GROUP,LLC. _ - CAsB X ENOT SHELTER$alttiars Do ® ELEVATIONS rm 1aurFXr ouLE �-w�`.a`.c'�. ).• r. �` 750 SUMMIT STREET A iKium M'A M L mme ♦ Atl W.1,IRUL PMlIMAY owwc•.ax �a ovm s �'' y 'my ♦. ELGIN IL 60120 fm R� A w/3o/n —rtelnr m .nv — aT,� (ten�o-mn '// *rMML / / COOK COUNTY S MINRK L OM73 �. ^� oNS w ox APP'o IL0612=62 scut: As slow orsaxm sr:Pw omwN m:sc i i GENERATOR EXHAUST _ B4 UNE OF EXISTING PIPE BUILDING T/ROOF(MATCH E%ISONC) YELL+ -t J.T/ROOF(MATCH EXISTING) NEW SHINGLE ATCH EXISTING NEW SHINGLE ROOF TO V.I.F. �- - V.I.F. MATCH EXISTING NEW AWN.WRAPPED '.. FASCIA BOARD 1D - NEW AWN.WRAPPFD -- ..-.— _. FASCIA BOARD TO MATCH EXIS7INC _ .. _ MATCH EXISTING B/SOFFIT(MATCH) �B/SOFFl7(MATCH) . + -9-9 ( _-_� f C.1_ C._J. lie SEE SCHEDULE ON NEW ALUM.WRAPPED SHEET B11 FOR INTAKE TRIM TO MATCH I LOUVER AND EXHAUST NEW ALUM.WRAPPED L ._.1. ..____® ------- I � EXISTING �__1 FAN SPECIFICATIONS TRIM TO MATCH ___ _1. (TVP.) EXISTING -_ --' ----NEW CONCRETE BLOCK - T WALL,PAINTED 7O _ NEW CONCRETE BLOCK MATCH IXIST To - — -._ _` WALL,PAINTED TO :.. _____.._ MATCH EXISTING 4'-0'X 10,_6. :.. T FOUN DETAIL ATION 6 I J T `__ TIiROl/Gli FOUNDATION CONCRETE STOOP.SEE �. ..I UNDERGROUND COAX - - -_ CONDUIT PENETRAi1NG T LE 0'-0' WALL,SEE DETAILS ON A T/FOUNDATION SHEET 87 ELEV. 0'-0' . ELEY -0'-6' `i I GRADE V.LF. -0'-6' U/C COAX ELEY. I I CONDUIT 000 I F'1------------------1-1 ------ J.B/FWNOATION L-------------------J 0MFOUNDATION L----------- -----.__l.__�. E1FY: -4'-6' ElEV: rLHWEST ELEVATION ,SOUTHWEST ELEVATION SCALE: 3/16'v 1'-0' V SCALE: 3/16" 1'-O' ' ELGIN WW j # a s T 3A CTS T1 g02n66� W-T COMMUNICATION • CARIS to ���� oeslcEl chow,u.c. SHELTER Network Solutions � a.�.a.� ..tia,"`Ta"` DotY�yB 11-0612 ELEVATIONS mo=� A<az.i�ew msUDL mW '" �...o...:..m, `� 750 SUMMIT STREET A Ia/oyv assaysir m .w NW onrsroruaa � (�jwn L a omar�o ems �iii9 ,. ELGIN, IL 60120 a1a KA441H R PmWIXWAr A wow/u aos lalcw sc ar rw " / COOK COUNTY S019hour_L SM73 H�. a,f �«Aga 11-0612-B3 sriac a sHOlnl omoxm an rw NEW RIDGE VENT TO MATCH MSIING. JLT�OOF(MATCH E JSTINC) INSTALL PER ELEV: +-16-0 MANUFACTURER SPECIFICATIONS 2X6 COLLAR TIES AT TOP 1/3 OF ATTIC TIPICA_ EX faOR WAI ONSTo SPACE TON PAINT(WATER REPELLANT h AIR PERMEABLE) 2 8'SPOT FACE CMU WALL W/ APPROK.3/4' B9 CONCAVE MORTAR JOINTS(CMU OPENING IN PL AND MORTAR MUST CONTAIN AN SHEATHING EACH SIDE INTEGRAL WATER REPELLANT FROM OF RIDGE FOR AIR THE SAME MFR.) FLOW.FOLLOW MFR. 2"RIGID POLYISOCYANURATE INSTRUCTIONS INSULATION 7/e'CHANNEL FURRING STRIPS B CERING i l�. _ 1 L J_, ti AT 24"O.C. T BOND BEAM NATION VINYL WALL BASE N ROOM 101, E1PV: + _ _ _ _ - 5/B'FIRE-RATED GYPSUM BOARD ELEV: +1 10-B GENERATOR SPILL CONTAINWENT R SOFFlT MATCH SYSTEM IN ROOM 102 ELEV: + 9 9 RATED ATTIC HAT CH SEE DETAIL•` 1 3/89 1 10 P21CA INTERIOR WAI T CONSTRUCTION 101 CONCAVE MORTAR JOINTS WALL W/ 1"RIGID(EXISTING SHELTER WALL W/ INSULATION,ROTH SIM ATE NEW INSULATION AND GYPSUM 7/5'CHANNEL FURRING STRIPS BOARD) AT 24'O.C.,BOTH SIDES • 5/8'FIRE-RATED GYPSUM BOARD, BOTH SIDES VINYL WALL BASE IN ROOM 101, ::••. •:'. GENERATOR SPILL CONTAINMENT -_-�- _- SYSTEM IN ROOM 102 10 � TYPIGA ROOF CDNCIR IrTION __....._ ASPHALT SHINGLES TO MATCH - -- -� 1 EXISTING BUILDING EXTERIOR FACE OF CONTINUOUS 300 ROOFING FELT i___ BLOCK TO ALIGN 1W1}T GRACE ICE k WATER SHIELD CONCRETE STOOP.SEE ___ EXTERIOR FACE OF INSTALLED AT EAVES(3'-0-),HIPS DETAIL 4/B6 ---- ---- FOUNDATION WALL AND RIDGE PER MANUFACTURER TYP. SPECIFICATIONS v 5/6'EXTERIOt GRADE PLYWOOD T FOUNDATION B7 J 2X ROOF FRAMING AT 16'O.C.AS B6 SHOWN ON SHEET 88 V ELE: O'-0' _ I • '- - EIF 0 6 Tw.0 CE111 -CONC7R MDON r GRADE V I.F. _ --T - - 2X10 CDUNG JOISTS AT 16'O.C. Its=1 ti I_ Il.f 1 _ I'� "I_�f T LL f .� T1 )I ..1 R-30 GATT INSULATION LAYERS r- � (r ry- FI I �} _ _ .-I -'• -I" �� '�• - C2IPSUM BOARD WITH SST GGERED 1 SEAMS J.B/FOUNDATION I I � Lk',ik F BUILDING SECTION SCALE .4r/te� '" ELGIN r130286 ,.NA a s i c DES COMMUNICATION _ CARISSA•• ,•,}&} ( DESIGN GROUP,LLC. - WEND7 ® C((, Network solutions °"°"`"" """"` GDT IL0612 BUILDING SECTION to 3K6tML1naM1E `"' •-- •o`.��..��'°'°"' �` 750 SUMMIT STREET A 1oryy13RL�w 0.10 NAIMAL PARRMY _ aLw L eTtK d�m�w�. ��i� � ELGIN, IL 60120 47KFlDCR A "/M/13, o"Aax °0^,•"��••* ••�„p, COOK COUNTY STI�vAeNG LW73 "�. M.� �s sc .nr Pw 4!iL AS so.N Mscln 9Y•NM MvwN 9Y 2 2 ETJ:V: MATCH ROOF SLOPE / SEE SHEET B4 FOR TYPICAL ;_TRIrCTIgd HfLTI CP 677 Fl SEAL SEE SHEET 84 FOR TYPICAL TO MORTAR TO COMPLETELY Y SEAL ROOF CONSRUCDON SEE SHEEP 84 FOR TCPIDAL SPACE BETWEEN MASONRY C�LNG CONSTRUCTION _ WALL AND AND ROOF SHEATHING UNDERSIDE OF ROOF SHEATHING T BOND BEAM MATCH SEE SHEET 84 FOR TMCAI. CFlI LNG CONSTRUCTION ROOF RAFTERS,SEE FRAMING PLAN ON SHEET BB T/ T (2)2X8 WOOD NAILER W/1/2' r SOFFl (MATCH)A ANCHOR SPACED 48'O.C. ELEV: CONT.BOND BEAM W/(2)/5 BARS GROUTED SOLID _ - LADDER OR TRUSS TYPE T BOND BEAM MATCH CEILING JOISTS,SEE FRAMING REINFORCEMENT EVERY OTHER +-l-5- PLAN ON SHEET 98 COURSE- -� /5 VERTICAL REBAR AT 32' LADDER T TRUSS TYPE O.C..AT WALL ENDS AND REINFORCEMENT EVERY OTHER CONT.BOND BEAM W/(1)05 OPENINGS.GROUT CORES COURSE SOLID -- BAR CAL SOLID,TIE INTO N EXTERIOR W RS BEAM T 2- SEE SHEET B4 FOR TYPICAL 5/B• 7 5/e- O VERTICAL REBAR AT 4487 OF WALL, FYTFRIOR WAI CONSTRUCTION 05 DOWEL 5'-0'LONG AT 48' GROUT CORES SOLID D.C.,EMBED 30"INTO 10 7/8- FOUNDATION,SEAL ALL VINYL WALL BASE(ROOM 101 FLASHING PENETRATIONS 1' S SJB• 1' ONLY) SEE SHEET 84 FOR TYPICAL GYP.BOARD TO MAINTAIN - (2)4-BLOCK AT BASE INTERIOR WAfI CONSTRUCTION 1/4-GAP FROM SLAB COURSE , 3/4"EXPANSION JOINT INSTALL WEEP VENTS AT 32' / O.C. _ CONT.FLASHING W/METAL SPILL CONTAINMENT SYSTEM SEE SHEET 84 FOR TYPICAL DRIP EDGE,EXTEND 9'MIN. (ROOM 102 ONLY) INTERIOR WALL CONSTRUCTION T FOUNDATION&A VFR71CAL �AB GYP.BOARD TO MAINTAIN , ELEV. 0'-0 1/4'CAP FROM SLAB TJ GRADE A ELEY. SEE DETAIL,3J06 FOR W)�BARS CONT.TOP AND THICKENED CONC.SLAB OVER VINYL WALL BASE(ROOM 101 BUILDING SLAB DETAIL OTTOAI COMPACTED BASE.SEE PLAN 8• ONLY) B' 1/BB h. I -- �--HORZ./3 BARS AT 12'O.C., \ POURED CONC,FOUNDATION ALL l — TYP. T 0_O ION k SLAB WALL I "���r VERTICAL 18 BAR W/12' HOOKED ENO SPACED 24' ' POURED CONC.FOOTING ON O.C.,ALTERNATE HOOK B F NATION _-^I UNDISTURBED SOIL W/(3) DIRECTION E1EV: –1•–D' CONT./5 BARS AT BOTTOM T �- (3)/5 BARS FOR LENGTH OF THICKENED SUB,TIF INTO B FOUNDATION PER FOUNDATION WALL ELE -4•-8' - _ NTH HOOKED BARS WALL SECTION 4� WALL SECTION ' SCALE 1/2. 1•-0' ` SCALE: 1/2'_,•-0' v T130286 wn3Ds Z maa ELGIN W–T COI DEG 1BN GROUP, sn?4 a Te at Ot .—� � " OS12 WALL SECTIONS Network IONS Network Solutions Io ssA Dr, C2 750 SUMMIT STREET �� PN Y A lo/m./IS asw RCV>F.w es .w' rw wawc Mru 3100'AlD�7 B6,E \ A a/./J] 901[11tVEw u .M P1M �a�:wn,� 'i O\� ELGIN, IL 60120 47HRM Imm UM' (��M-= ,,.�D.�,..m....w,a.r�owl.. 'i,���\\\ COOK COUNTY S714J9BRG E 60173 �. wT6 m D.«�ro I L0612-B5 oa4as MIPfAA ! srxe As sw.N DE_swrm m:rw, DrowN m:sc B4 SLOPE ADJACENT 19'-6• CONCRETE STOOP DOOR AWAY FROM THRESHOLD 19•-0• SHELTER.SEE DETAIL 4/85 T-1• 10'-6• 5•-5• 2'-0•X Y-0• SEE SHEETS 01-5 FOR BENT BARS GENERAL CONSTRUCTION AND AT 2'-0.O.C. STRUCTURAL NOTES (MIN.DF 2 9•-5 5/6' '_1D' S'-8 3/8• DOWNTURN SUB AT - - BARS) EQUIPMENT ROOM BARS AT 12'O.C. OR I 2 DO ONLY(ROOM •i EACH WAY 6' 'II BB 10) _ CONCRETE SRLA CONCCRETE SUB TYPICAL SLAB _- CONSTRUCTION. SEE DETAIL 3/86 _ 6 MIL POLYETHYLENE 1; — VAPOR BARRIER 4 FOR TYPICALII�- B6 I WALL TON 6'COMPACTED GRAVEL I I BOUNDARIES A __FOR TYPICAL WALL FILL III 1 I THICKENED$LAB. 1 FOUNDATION WALL CONSTRUCTION i TY I AND FOOTWG SEE SE ON UNDISTURBED SOIL j l I i i CONSTRUCTION SEE 1/H5 L I SECTION 1/85 .i El ; j 102 I 101 .q , SLAB TYPICAL ! I (SEE TYPICAL I I{{i SLAB SECTION i t j l LAB sec DETAIL 3/66) TION /96) j j l II! 4 6 I r , !I SLAB AT DOOR - ROOM 101 TYP. SLAB SECTION i E1DsRNC SHELTER 2 SCALE 1/2•-V-o• 3 SCALE: 1/2•=r-D- ° I 5'-B i/4' 1 ' 2•-0' Y-11 7/8• FOUNDATION 9 1 .I SEE S1NEElS I j j I 613-815 FOR GENERAL CONSTRUCTION • 7 I I I 161-3• AND STRUCTURAL SLOPE STOOP AWAY NOTES FROM SMELTER 1/4•FOOT --LINE OF 6X6 W2.9XW2.9 W.W.F. i FOOTING 1 I 1•CHAMFER AT STOOP BELDW ——B7 ANCHOR NEW — 5•REINFORCED FOUNDATION WALL CONCRETE SLAB(STOOP) M M J 1 INTO EXISTING ..i — i FOUNDATION WALL 3/4•EXPANSION JOINT — 11 WITH/5 DOWELS 12• y_ FILLER ' LONG•MINIMUM 6. 6 EMBED AT 24.O.0 6'COMPACTED GRAVEL ^_ VERTICALLY ;'„.; '.-. ±.__. _ III BASE --COMPACTED EARTH 19'-8• EDGE OF SHELTER FOUNDATION WALL FOUNDATION PLAN tia CONCRETE STOOP 1 SCALE 1/4 r-o }T 4 SCALE 1/2•-r-o- � ELGIN T130286 R W-T COMMUNICATION GROUP, Z ® rte}p'} awI N y,r�� �e DESIGN GROUP.LLC._ • T:ARISSA• _ C.L L OI L 'SNOT IL0612 FOUNDATION PLAN b { �fWC[�i 541utiorlS V •���,•, ,•• u” DETAILS we o•• 750 SUMMIT STREET " 10/D�I3 "X"'-�" PM" 3100 IMUCIF IL SO i T• WC NATISNN PN6W.Y A x JA' PIMA p�IFAOO15 L M73 7 s's°4t �� ELGIN. IL 6 COUNTY 4T1 G.L _ _ IRICE (INf)Im-eon ,,,,,R,a,,,,,,v,,,,,a,,,�„v„•„,,.,,�. ' AA '1 COOK COUNTY 'L Wn "° A,9 �- � '° IL0612-B6 FOUNDATION R®AR 10' 10• V-4• TOP OF FOUNDATION TO BE WALL(NEW& RECONFl CONDUIT FOUNDATION AROUND CONDUIT E%ISDNC) RE73AR TO BE OPENING AS SHOWN. T F UNDATON MNNTNN MINIMUM RECONFlGURED CLEARANCES PER AROUND NOTES ON SHEETS CONDUIT 012-B14 I` 1 'I I• `I OPENING,SE DETAIL 2/B7 12•/5 DOWELS __ I• I f I' I CONNECTING NEW HORIZONTAL AND - FOUNDATION WALL VERTICAL REBAR I.• TO DOSING PER STANDARD 1 I 1° I•l .I. FOUNDATION WALL 6'PVC FOUNDATION DETAIL MINIMUM 6'ENDED CONDUITS FOR AT 24.O.C. UNDERGROUND 1/B.5 I 1 j- 1`.1,/x.1 VERTICALLY l COAX V V CONDUIT TO BE 1. INSTALLATION. PLACED MIN.1•-6' TOP OF FOOTING BEFORE RADIUS BENDS FOUNDATON IS (7)6•PVC — POURED CONDUITS FOR , • UNDERGROUND COAX (4)DIAGONAL/5 _ INSTALLATION,MIK BARS 14•LONG AS A B/FOIRRDATON 1.-6'RADIUS BENDS SHOWN �ELEY. –4•–fi• - COAX PENETRATION DETAIL I� COAX PENETRATION DETA 1 SCALE 1/Y-Y–D' SCALE 1/2`-i–0 I I i IC ARCA!"I. " ELGIN — it 302.6 4 A a sT W-T CO GROUP, WENDA ^}Q} ■ y DEC16N GROW,I.I.C. a`O(` • WENDT Network.Solutions w• ••�^ ^^• ': Dot oaoBB. 32/0612 FOUNDATION DETAILS m,s -Fl le :Ia.]Wew^uclmlane.0 ° A 10/02/13 VSR RENEW IS JII fYA ONMtl MYQ 750 SUMMIT STREET IVIL170ULPANI�AT I MM L K pp ELGIN, IL 60120 41H Rnax A a/3o/+3 9011 RENDr w .w r+u wa- (Sfn 476-eon m.•.W+,.on Wrcwr.u°o16w,woi.,uc Exrrc�n j�4 Mi�m. / 1 COOK COUNTY RDMM01BC L ON" No. oaE •sacra n ow Al" 11-0612-B7 - As s1o•W omcr®fro rw peAWR er:3c 2 1 B2 84 19'-0"(NEW JOISTS k RAFTERS) 10'-8"(EX RAFTERS TO BE MODIFIED/REPLACED)_ AREA OF EXISTING - SHELTER HIP ROOF THAT WILL NEED TO BE 1'-B" i'-4" 1'-4" i'-4"=' 4' ' " ' " ' 4" 1'-4" 1'-4" 1'-4" 1'-4" 1'-4' 1'-4" 1'-4" 1'-4" 1'-4" 1'-4" 1'-4" i'-4' REPLACED/MODIFIED FOR NEW ADDITION LINE OF DUSTING WWALLS ALLS 1 I SHELTER BELOW I I W 'I ALIGN NEW ROOF RIDGE WITH EXISTING RIDGE i% °t r 1 - 2X1 0 RIDGE BEAM V 7� I o- l + 4? GC TO VERIFY ERSTING ROOF CONSTRUCTION AND PITCHES PRIOR TO CONSTRUCTION. IF TIN F EXISG ROOF TRUSSES ARE _ ENCOUNTERED,OC MAY L /i CHOOSE TD ORDER MATCHING I i ,/ /• f f / _.lj - f/'f :. ._ / .<.L, !1_ ROOF TRUSSES AT NS f DISCRETION. , / SEE SHEETS Bi}B15 FOR GENERAL CONSTRUCTION AND 1X ALUMINIUM UNE OF NEVI GC TO INSTALL DOUBLE ANCHOR HEW MASONRY WALL STRUCTURAL NOTES ',... WRAPPED FASCIA SHELTER WALLS CMNG JOISTS AND INTO EXISTING MASONRY WALL BOARD TO ALIGN BELOW 2 HEADERS AT ROOF SCUTTLE WITH f5 DOWELS 12"LONG WITH DUSTING LOCATIONS,(TYP.OF 2) MINIMUM S'EMBED AT 24"O.C. - VERTICALLY FRAMING PLAN 1i 1M1 AR /1/4' 7'-p' �pQ� t - ELGIN -- --- -- T1 10266 .�s p iR� T4 c- W-T CDY OUP.ATLC. = CARISSA = at&t M DECIGN GROUP,LLC. _ : 1MENDT `..,",.*. 00'ce+d IL0612 FRAMING PLAN Netwotk Solutions „��ii,mlm«., 750 SUMMIT STREET A 10/0/1� �� 9J0 1IAL AA NUN MEAII=L 8= ��.P Ana /� ELGIN, IL 60120 QH RMR mm. (IN>)Lm-eon m,e. : W,w,,,o�mw,,.u, � f" COOK COUNT( sDMnBBGL°mT3 n"c �vs°"s 11-0612-68 j .s otslonm erv.cw oxArN Wr:w SEE SHEET B4 FOR - DMAI ROOFRM]F SEE SHEET 84 FOR \ V.LF- CONSTRUCTION TYPICAL CEILING CONSTRUCTION PROVIDE INSULATION ! BAFFLES TO MAINTAIN CLEAR VENTILATION j 2X4 SOFFIT NAILERS AT 16*OIC ST MAT \ E1.EV: 10-11" 1X8 ALUMINUM WRAPPED FASCIA IM ON BOARD,COLOR TO MATCH - MATCH TR E%ISNG 1 ELEV: 10'-9" BUILDING USE SIMPSON STRONG-TIE _ 2 1 CONNECTORS FOR JOISTS r AND RAFTERS B2 64 30-0" CONTINUOUS 2%9 DOUBLE j LINE OF EXISTING ROOF TOP PLATE W/1/2- CONTINUOUS ALUMINUM .0 V-O"V.I.F. ANCHOR INTO BOND BEAM SCREEN. SECT I 17-0 AT 49"0.C.. H STYLE 1'O MATCH EXISTING ROOF THAT SHELTER HIP SEE SHEET B4 FOR SOFFIT ROOF THAT GLL NEED SYPK:AL EXTERIOR WALL / CONTINUOUS 2X4 NAILER TO BE CONS . REPLACED/MODIFIED I I NNEOF - FOR NEW ADDITION 1X4 ALUMINUM WRAPPED TRIM,COLOR TO MATCH I I VENT TRIM ON EXISTING OVER BUILDING II GENERATOR �V ALIGN NEW ROOF ! ! RIDGE WITH EXISTING Ate' RICE JOIST & SOFFIT DETAIL NEW ROOF RPGE CC TO MATCH PITCH NEW AND SHINGLES OF I EXISTING RDOF. / I RIDGE VENT TO MATCH % FOLLOW ALL I I EXISTING / LINE OF EIOSTNC MANUFACTURER 9iEL1TR WALLS REQUIREMENTS FOR BELOW FULLY CONCEALED PIVOT FIRE RATED CEILING TYPE HINGE OPENS TO INSTALLATION TO 140 DEG ACHEIVE RATING NEW GENERATOR 1%AWMINUM LINE OF NEW !I > EXHAUST PIPE WRAPPED FASCIA SHELTER WALLS 15 GA.RETURN BOARD TO ALIGN BELOW FRAME AND TRIM WITH EXISTING 1W„LAM EROS-WB-FR 22"X STANDARD FIRE-RATED 30"MIN, 2 ACf:FC_S DOOR(OR�W A!) DOOR B3 1-HOUR RATING FOR OPENING 1B GA.STEEL COMBUSTIBLE CEILING _� INSULATED DOOR ASSEMBLY • INSULATION WITHIN DOOR CAVITY SELF-LATCHING, • BAKED GRAY ENAMEL ACCEPTS BOTH KEY FINISH AND KNURLED KNOB. INSIDE PANEL RELEASE PROVIDED 2 9/16" ON ATTIC SIDE OF DEPTH .-... DOOR ROOF PLAN t� n ATTIC ACCESS DOOR DETAIL 1 •� SCALE: NONE nov.*•+a _ ELGIN ® _ nTO2e6 ru�. W-T COMYEIMCATION CAgIS3A ���� r DESIGN GROUP,LLC. WEND r•�••+��•TM�n+a �T�`� IL0612 ROOF PLAN& Network.Solutions � �w m-o,@ I°���13•'may: -- DETAILS Is„svi`WC- �3wew '°'•' A 10/01/,J as PEN! BS a PLY, RMM� OM aYia�o, 5 �'�i I Y 7 ELGIN IL 60120 sx WA411 T A a/A•/u sm�uv ew sc +w rw 11FTXL• (847)eTe M m„�„•A,.,�.,,�.,n,�,,,,,a,� p.M. COOK COUNTY SOMFI KLenin Iq. DATE aemaa w aW N'Pb IL0612-B9 ' dr•¢xn/m/,a sacs / / As s,oxm YEaarn w:vMe awm w:s: —NEW EXTERIOR DOOR - INSTALL FLEXIBLE FLASHING GROUT BLOCKS ASSEMBLY MEMBRANE WITH METAL DRIP SOLID AT LINTEL EDGE AT ALL LINTEL LOCATIONS FLASING TO T. EXT. EXTERIOR FACE OF WALL (:XT. NT. EXTEND MIN.B•UP FACE OF { NEW THRESHOLD SET IN CMU WALL BEFORE RETURN SEALANT WITH MASTIC.SEE DOOR SCHEDULE BACKER ROD CONT.SEALANT AND BACKER FOR SPECIFICATION AROUND DOOR ET' ROD AROUND PERIMETER OF FRAME PERIMETER, /,, / DOOR FRAME,INT.k EXT. INT.k EXL NEW DOOR CLOSER,SEE DOOR SCHEDULE NEW H.M.DOOR AND FRAME,PRIMED AND EXPANSION JONT FILLER PAINTED.SEE DOOR INSTALL NEW H.M.DOOR AND . SCHEDULE IN FRAME WITH(3)ANCHORS T MIN.PER JAM&FILL CORES SOLID•MATH MORTAR SHELTER CONCRETE 4A6 i I DOOR HEADER DETAIL DOOR JAMB DETAIL THRESHOLD DETAIL ' SCALE ! -,•-D• 2 SCALh ,•-,•-D• 3 SCALE: ,v2-s,•-D• DOOR SCHEDULE DOOR FRAME INSTALL FLEXIBLE 4 MARK — FIRE REMARKS FLASHING 10 SIZE NATERIAL MATERIAL RATING MEMBRANE WITH METAL DRIP EDGE _ B•CMU WALL 1 3•-6'x 7•-0- I AND PROPER END _-_ _.I ..__�—` .� NSUL H.M.DOOR 2'HOLLOW METAL W/4•HEAD 3 HR SEE NOTES DAMS A7 ALL EXT. INT. 2 NOTES'-0-X T-0' INSUL H.M.DOOR 2•HOLLOW METAL 3 HR SEE NOT LINTEL LOCATIONS GROUT BLOCKS FLASHING TO '/ /' SOLID AT LINTEL Y INSULATED 18 GM EXTEND MIN.8•CALAVANI2ED DOOR k FRAME UP CMU WALL / DBL STEEL • SARGENT DOOR MOSER/1130 BEFORE RETURN DOOR SILENCERS ANGLE LINTEL TYP CAL VENT DBL STEEL ANGLE • IVES DOOR NEWER N698 SEE LINTEL - OPENING LINTEL SEE LINTEL • PEMKO AWM.THRESHOD/2OOSA SCHEDULE ON I ` (SIZE AND SCHEDULE ON • NATIONAL WARD DOOR STRIPS h DOOR SWEEPS FLEXIBLE SHEET 010 __I_._-,.I___ LOCATION __ _J.__ SHEET B10 • NAMINAL WARD LOCK GUARD LLG180Z FLAS G TD BE VAR , • BEST DFADBOLT 0017K-STK-628 INSTALLED TO DIVERT ANY - - WATER TO THE / EXTERIOR // ROUGH OPENING - _i_... NRRMCOCHANNELS PER MFR REQUIREMENTS - LNTEL SCHEDULE _ AWURATE MARK ANGLE 92E n'C( L1 (2)LT.S•:35'x 3/8'W/B•MIN.BEARING EACH END.SEE 7/89 5/8•GYP.BOARD CONTRACTOR NDTE 'R�.. L2 SAME AS'L2' _ VERIFY ROUGH OPENING REOUIREWENTS - - 1-3 (2)L3.5•x 3.5-x 318-W/8•MIN.BEARING EACH ENO.SEE 4/B9 WITH VENT MANUFACTURERS PRIOR TO CONSTRUCTION. 4•VINYL WALL L4 SAME AS•L3' BASE OR LS SAME AS•13' _ ---. GENERATOR SPILL CONTAINMENT - L6 SAME AS•L3' SYSTEM L7 (2)L3.5•x 3.5-x 318•W/8-MIN.BEARING EACH END.SEE 4/89 L9 SAME IS'L7' 4 6 SC OPENING DETAIL OPENING DETAIL 1 I 0 RQ M��4 SCALE:}-- 3/4*=1'_0. ALE: 3/e'-1•-G• yw��9 _ ELGIN } -- -- TI.286 •x, .. V " W-T COYMMNICATION CARI8SA _ at&t l w.m,mi Rly D161"IR.Ull,LLC. weNDT L OL DOOR&LINTEL Aletvw4rk STSlutians W+Ax x-E ""` oo,oeDe9e — IL0612 DETAILS I0 3 3 %5 A ,o/oz/+s wr Rx. ,P 750 SUMMIT STREET LID MA1KNM PARMY i A w/w/u cox neox sc •n wA Am=IEem L sm wA+c w. 1 ii i 3�� ELGIN, IL 6012E ���L�� �, w,c 1¢vmoxc m clK.wpo (MT)am-eot3 �„°° e,o•�n/�o� / / COOK COUNTY As slax,l ommev m:rw wwm m:sc IL0612-B10 LIGHTING&EGUPMENT SCHEDULE 2 1 NO. MANUFACTURER PART NO. DESCRIPTION H2 B4 A LITHONIA LB 2 32MY 1X4 FLUORESCENT FIXTURE B LITHONIA ECR LED __--_-. -EXIT'SIGN W/EMERGENCY LIGHTS � C U7HONIA 7WAC-70M-PE EM.DOOR UCNT W/PHOTOCELL , D WALL SWITCH.SURFACE MOUNT // N(BELOW) E SEHTROL 449CSRT SMOKE DETECTOR M(ABOVE F DAYTON - 16'INTAKE LOUVER W/FIRE DAMPER F G DAYTON - 12 EXHAUST FAN W/FIRE DAMPER — r f _ _ DAMPEN 36'MOTORIZED INTAKE p B _" D H SPRING OPEN R FILTER F I 1 DAMPER 38'MOTORIZED EXHAUST L '@E SPRING OPEN J L _ I K DAYTON - 24'EXHAUST FAN W/FIRE DAMPER D O L NTERSECT.INC. MP12-030 ELECTRIC PANEL SEE'E•SHEETS M _ - HOFFMAN BOX SEE'E SHEETS tO2 101 ELECTRIC METER.SEE'E SHEETS CEILING HEIGHT CEILING HEIGHT NOTES: ..,AT71C ATDC ZEE H S� - SEE I I 24 CABLE(CABLE ON 3/BB'.. 3/89... CEILING(CABLE I LADDER EXTENDS I I DOWN WALL AT COAX CONDUIT 1 I PENETRANONS) 1 1 I ROOM FINISH SCHEDULE _.. j 6'DIA.COAX CONDUIT ROOM DESIGNATION DOOR CELNG Q PENETRANONS M FLOOR WALL CEILING _ FLOOR FINISH 1 !, I N0. NAME BASE FlNISH-TRIM FINISH FINISH FINISH HEIGHT t 101 EOUIPIAENT ROOM VCT Bt PTI PTZ PT3 GWB 10'-9' _ C I K - 102 GENERATOR ROOM SPILL SPILL PTI PT2 PT3 GWB 10'-B' 81 ARMSTRONG-NNYL WALL BASE-LIGHT GRAY/69 INTERIOR MASTER CWB GYPSUM WALLBOARD T.B.D. 7'-3 1/2'CLEAR W-7 3/4'CLEAR GROUND BAR AT PT1 (H.M.DOOR AND FRAME COLOR TO MATCH EXTERIOR TRIM AND IXISNNG SCHOOL BUILDING) —_ - COAX ENTRANCE TO SHELTER P72 GLIDDEN WHITE ON WHITE PAINT-30GY 88/014 PT3 GLIDDEN WHITE ON WHITE PAINT-30GY 66/014 2 ea VCT ARMSTRONG-STANDARD IXCELON 1MPEWAL TEXTURE- PEWTER-51908 SPILL-SPILL CONTAINMENT SYSTEM LIGHTfNf3 & FIXTURE PLAN ,��. SCALE: 1/4'-1'-0' of An pQ' +�.�,r, }yrw�t ELGIN } 73.286 or sT�.r DE$ IN QROFACIITIO.= • WEND A _ ^+o l _ DIN—T. 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ELEVATIONS Network s Network Sola os 750 SUMMIT STREET Lo A Nur WIN Invo mE IXM WAM L SM ELGIN, I L 60120 4TH FW tmn AR N COOK COUNTY SX4AQK L GMTS MW 11-0612-B12 O�IRL4nlb/,. satrn: / / srxE a v,o•r oF_vo•m 1-r.rw owwo er:ac I I GENERAL CONDITIONS GENERAL FOUNDATION NOTES GENERAL EXCAVATION NOTES (CONT.) 1. THE STRUCTURE IS DESIGNED TO BE SELF-SUPPORTING AND STABLE AFTER THE BUILDING 1. ALL FOOTINGS SHALL BE CONSTRUCTED UPON UNDISTURBED,NATURAL SUBGRADE OR 6.THE CONTRACTOR SHALL PROVIDE SURFACE DRAINAGE CHANNELS AND SUMPS AND SUMP IS FULLY COMPLETED.R IS SOLELY THE CONTRACTOR'S RESPONSBIUFILL TY TO DETERMINE COMPACTED GRANULAR F WITH AN ASSUMED MINIMUM NET ALLOWABLE BEARING PUMPS TO PROTECT ALL EXCAVATIONS FROM FLOODING.FLOODING OF ANY EXCAVATION ERECRCN PROCEDURES AND SEQUENCE,AND TO ENSURE THE STABIUTY OF THE BURDNG CAPACITY OF 200E PSF.VERIFIED IN THE FIELD BY THE CONTRACTOR. AFTER APPROVAL OF ANY SUBGRADE WILL BE CAUSE OF COMPLETE REMOVAL OF CONCRETE AND ITS COMPONENT PARTS,AND THE ADEQUACY OF TEMPORARY OR INCOMPLETE MUD SLABS AND THE COMPLETE RFPREPARATION AND APPROVAL OF THE SUBGRADE CONNECTIONS,DURING ERECTION. THIS INCLUDES THE ADDITION OF ANY SHORING. 2. THE SOIL SUBGRADE FOR ALT.FOOTINGS AND SUBS SHALL BE INSPECTED AND APPROVED SHEETING,TEMPORARY GUYS,BRACING OR RE-DOWNS THAT MIGHT BE NECESSARY. BY THE OWNER'S TESTING AGENCY IMMEDIATELY PRICR TO PLACING FOUNDATION 7.THE SITE SHALL BE DEWATERED.AS REWIRED,BEFORE(OR AS)THE EXCAVATION PROCEEDS SUCH MATERIAL IS NOT SHOWN ON THE DRAWINGS IF APPUEDM THEY SHALL BE REMOVED CONCRETE OR CONCRETE MUD SLABS THE CONTRACTOR SHALL PROVIDE ALL CONSTRUCTION AND EQUIPMENT FOR THE DEWATERING AS CONDITIONS PERMIT.AND SHALL REMAIN THE CONTRACTOR'S PROPERTY.THE ENGINEER SYSTEM.AT ALL TINES TILE DEWATERING SYSTEM SHALL MAINTAIN THE WATER LEVEL A HAS NO EXPERIENCE IN AND TAKES NO RESPONSIBILITY FOR,CONSTRUCTION MEANS AND 3. THE UPPER 12'OF ALL SLAB SUBULADES,INCLUDING PIT SAM SHALL BE COMPACTED MINIMUM OF 3 FELT BELOW THE DEEPEST FOUNDATION SUBGRADE. THE DEWATE76NG SYSTEM METHODS OR JOB STE SAFETY DURING CONSTRUCTION.PROCESSING AND/OR TO 95 PERCENT OF MAXIMUM DENSITY AT OPTIMUM MOISTURE CONTENT(ASTM D1557). SHALL BE MAINTAINED UNTIL THE GROUND FLOOR SLAB IS IN PLACE AND THE PERMANENT APPROVING SUBMITTALS MADE BY THE CONTRACTOR WHICH MAY CONTAIN INFORMATION ALL BACKFILL AROUND AND ABOVE ALL FOUNDATION ELEMENTS.FOOTINGS.WALLS AND BUILDING DRAINAGE SYSTEM IS FULLY CPERATIONA.. RELATED TO CONSTRUCTION METHODS OR SAFETY ISSUES,OR PARTICIPATION IN MEETINGS PITS SHALL BE fSAfZ,p N DYERS NOT TD EXCEED 6'IN THICKNESS AND SHALL BE WHERE SUCH ISSUES MIGHT BE DISCUSSED,SHALL NOT BE CONSTRUED AS VOLUNTARY COMPACTED ib fA PERCENT O MAXIMUM DENSITY AT OPTIMUM MOISTURE CONTENT g THE OWNER'S STL TESTING LABORATORY SHALL RENEW AND CONTINUOUSLY MOMITOR THE i ASSUMPTION BY THE ARCHITECT/ENGINEER OF ANY RESPONSIBILITY FOR SAFETY (ASTM 01557)TO W7HIN 12'OF THE SLAB SUBGRADE. EXCAVATION,DEWATETNNG,AND SOIL RETENTION SYSTEMS THE CONTRACTOR SHALL INSTALL EROCEDURES. AND CONTINUOUSLY SURVEY: 2. IT IS SOLELY THE RESPOSOUTY OF EACH CONTRACTOR TO FOLLOW ALL APPLICABLE A VERTICAL AND HORIZONTAL MOVEMENTS OF THE ADJACENT EXISTING FOUNDATION SAFETY CODES AND REGULATIONS DURING ALL PHASES OF CONSTRUCTION.THE 4. ALL ORGANIC AND/OR OTHER UNSUITABLE MATERIAL STALL BE REMOVED FROM B.OBSERVATION WELLS FOE MOMTORNG WATER LEVELS BELOW GROUND SURFACE. ARC6TECT/ENGNEER IS NOT ENGAGED N,AND DOES NOT SUPERVISE CONSTRUCTION. FOUNDATION AND SLAB SUBGRADE AND BACKFILL AREAS AND THEN BACKRU.ED WITH 3. EQUIPMENT FRAMING LOADS AND A STRUCTURE IN ANY WAY RELATED TO ACCEPTABLE GRANULAR FILL COMPACTED 70 95 PERCENT OF MAXIMUM DENSITY AT EQUIPMENT OR ELECTRICAL REQUIREMENTS ARE SHOWN FOR BIDDING PURPOSES ONLY. OPTIMUM MOISTURE CONTENT(ASTM D1557). CONTRACTOR SHALL ODORDNATE THIS INFORMATION WITH THE INVOLVED TRADES BEFORE 5. NO MLA SI ENS,FOOTINGS OR STRUCTURAL SLABS SHALL BE PLACED INTO OR AGAINST PROCEED WITH SUCH PORTION OF THE WOPoL EXCESS COST RELATED TO VARLARON IN SUBGRADES CONTAINING FREE WATER,FROST OR ICE. SHOULD WATER OR FROST ENTER THESE ANY OF THE SMALL DETAILED I BORNE ICI THE APPROPRIATE CONTRACTOR A FOOTING/LUD SUBSTRUCTURAL SAB EXCAVATION AFTER SJBGRADE APPROVAL,THE 4. THEM ANT aF THE TES, INSTRUCTIONS HER.T ON THE PLANS CONVICT WITH GESE STRUCTURAL NOTES OR WITH EACH OTHER.THE STRICTEST PROVISION SHALL SUBORNER SMALL RE REINSPECTED BY THE oWHFTI'S SOIL LISTING LABORATORY AFTER REINFORCED CONCRETE NOTES GOVERN. REMOVAL OF WATER FROST,OR ICE 5. DESIGN LO CODE 2006 INTERNATIONAL BUILDING CODE g THE CONTRACTOR SHALL PROVIDE ALL NECESSARY MEASURES TO PREVENT ANY WATER, 6. DESIGN LOADS 1.ALL CAST-IN-PLACE CONCRETE SHALL BE OF THE TYPES AND HAVING MINIMUM 221 LAVE LOADS USED IN DESIGN ARE AS FOLLOWS: FROST,DIE ICE FROM PENETRATION ANY FOOTING OR 57RUCNRK/MUD SLAB SIIBCRADE A FLOOR LAVE LOAD =100 PSF BEFORE AND AFTER PLACING lF CONCRETE.AND UNTIL SUCA4 Sl1"MLJD ARE FULLY COMPRESSIVE STRENGTHS AS FOLLOWS: B.SNOW LOAD =25 PSF PROTECTED BY THE PERMANENT BUILDING STRICTURE FOOTINGS AND DM-400 OM WALLS: 400E PSI SUBS-ON-O S ELLS AN PSI 7, FUND LOADS MISCELLANEOUS FBLS AND PADS:3000 PS A BUILDING OCCUPANCY CATEGORY �U 7. ALL SLAB AND FOOTING MUD SLABS SHALL BE THOROUGHLY LEANED 6BAEDLAlE1,Y PRIOR It BASIC WIND SPEED(3 SECOND GUST) 90 MPH TO CONCRETE PLACEMENT. 2.ALL CONCRETE SHALL COMTAN AN APPROVED WATER REDUCING PLASTICIZING ADMIXTURE C.MIA IMPORTANCE FACTOR 1 g THE CIINCIEIE FOR EACH ISOLATED FOOTING SHALL BE PLACED N(1)CONT.POUR. APPROVED'HIGH-RANGE.WATER REDUCING ADMIXTURES MAY BE UTILIZED. ALL CONCRETE D.MIND EXPOSURE -C FOR PERIMETER FOUNDATION WALLS AND 07HER EXTERIOR EXPOSED CONCRETE SHALL ALSO E MAN NMD FORE RESISTANCE SYSTEI(WADS) 20 PSF 9. ALL SABS-OM-GRADE SHALL BE PLACED OVER A CONTINUOUS VAPOR BARRIER,OVER A CONTAIN AN APPROVED AML-ENTRAINING ADMIXTURE F.COMPONENTS k CLADDING(WALLS) 30 PSF MINIMUM OF 6'COMPACTED GRANULAR MATERNAL,OVER A COMPACTED SOIL SUBGRADE 3.ALL REINFORCING BARS SHALL BE NEW BILLET STEEL CONFORMING TO THE STANDARDS OF B. SE ARCWIECTURK DRAWINGS FOR BUILDING EXPANSION AND CONTROL JOINTS MINIMUM REINFORCEMENT SHALL BE 6.6-W2.9 X W2.9. ASTM A615,GRADE 60. Fy-60,000 PSI, 10.ALL PERIMETER WALL AND COLUMN FOOTINGS SHALL BEAR A MINIMUM OF S-6'BELOW 4.ALL WELDED WERE FABRIC SHALL CONFORM TO THE STANDARDS OF ASTM A185 III' THE FINISHED GRADES SHOWN ON THE CIVIL DRAWINGS g ALL COM(SEIE REINFORCEMENT SHALL EE DETAILED.FABRICATED.LABELED.SUPPORTED. 11.SEE PLUMBING DRAWINGS FOR PERIMETER WALL AND IN TERIOR FLOOR DRNNACE SYSTEMS SPACED IN FORMS AND SECURED IN PLACE N ACCORDANCE WITH THE PROCEDURES AND AND SPECIAL GRANULAR FELL MATERIALS FOR SUCH DRAINAGE SYSTEMS REQUIREMENTS OUTLINED IN THE LATEST EDITION OF THE'BULDING CODE REQUIREMENTS FOR 12.FDUNDAl10N PREPARATION AND COINSIRUCTION TD FOLLOW itECOMMETAATONS NTHE REINFORCED CONCRETE',AO 316,AND THE'MANUAL OF STANDARD PRACTICE FOR DETAILING GE TECH REPORT(PENONC).ARCHI7ECT/ENCINEER TO BE NOTIFIED UPON RECEIPT REINFORCED CONCRETE STRUCTURES.AO 315. OF GEOI N=CA REPORT PRKR TO COMSIRUCTOM. 6.THE CCNNTRACTOR SHALL SUBMIT CHECKED SHOP DRAWNGS SHOWING REINFORCING DETAILS NCLUONG STEEL SZES.SPACING,PLACEMENT AND SUPPORT DETAILS TO THE ARCHITECT FOR E� REVIEW PRIOR TO FABRICATION. GENERAL EXCAVATION NOTES 7.THE CONTRACTOR SHALL SUBMIT SAP DRAWINGS SHOWING THE LOCATION OF ALL CONSTRUCTION JOINTS,CURBS SLAB DEPRESSIONS SLEE\£S OPENINGS AND EMBEDMENTS. 1.TIE CONTRACTOR SHALL PROVOC ALL MEASURES AND PRECAUTIONS NECESSARY TO g ALL REINFORCING SPLICES SHALL CONFORM TO THE REQUIREMENTS OF AX 318,BUT IN NO PREVENT DAMAGE AND MINIMIZE SETTLEMENT OF AND OR NEW CONSTRUCTION INSIDE CASE SHALL BE LESS THAN 36 BAR DIAMETERS,UNLESS NOTED OTHERWISE OR OUTSIDE THE PROTECT LIMITS. ANY DAMAGE TO NEW OR EXISTING CONSTRUCTION. INSIDE OR OUTSIDE OF THE PROTECT LIMITS,CAUSED BY CONSTRUCTION TECHNIQUES OR ED 9.ALL WELD WERE FARRIC SHALL BE LAPPED TWO(2)FULL MESH PANELS AND TIED MOVEMENTS OF SOL SURROUNDING THE GENERAL EXCAVATION,IS THE SOLE RESPONSIBILITY SECURELY OF THE CONTRACTOR 2.ALL EXCAVATION SHALL BE BASED UPON ENGINEERED DRAWINGS PREPARED BY THE 10.MERE REQUIRED.DOWES SHALL MATCH THE SZE AND NUMBER O MAIN REINFORCING,U.N.O, CONTRACTOR INCLUDING PLANS AND SECTIONS O EXCAVATION SEQUENCES II.ALL WALLS AND STRUCTURAL SLABS SHAT BE REINFORCED WITH AT LEAST NO.4 AT 12' 3.THE GENERAL EXCAVATION ACROSS THE SITE SHALL NOT EXTEND DEEPER THAN THE EACH WAY,EACH FACE,UNLESS NOTED 014MVASL AL SLABS-OM-GRADE SHALL BE 9.AS-ON-GRADE SUBGRAOE ELEVATOR THE EXCAVATIONS FOR SPREAD FOOTINGS PITS, REINFORCED WITH AT LEAST ONE(1)LAYER OF 6 z 6-WI.4 z W1.4 W.W.F.,UNLESS NOTED AND TRENCHES SWILL BE EXCAVATED ON AN INOVIWN.LOCALIZED BASIS DOWN FROM OTHERWISE, PROVIDE ONE(1)LAYER OF 6 X 6-W1.4 X W1,4 W.W.F.CONTINUOUS N ALL THE SUB-ON-GRADE SUBGRADE. THE UST 6 INCHES OF EACH EXCAVATION SHALL BE CONCRETE FILLS ABOVE THE STRUCTURAL SLAB. ALL MECHANICAL,PLUMBING AND HAM EXCAVATED TO A IRO,LEVEL SURFACE ELECTRICAL EQUIPMENT PADS SHALL BE REINFORCED WITH AT LEAST ONE(1)LAYER OF 6 X 6 W.W.F.(SEE HYA(%PLUMBING AND ELECTRICAL DRAWINGS FOR ADDITIONAL REINFORCING 4.ALL EXCAVATION BFLDW THE SLAB LEVEL REQUIRED FOR PITS AND TRENCHES SHALL BE REQUIREMENTS FOR PADS) RETAINED BY LOCAL®SOIL RETENTION SYSTEMS,AS MAY BE NECESSARY,BASED ON THE CONTRACTOR'S DESIGN USNG APPROPRIATE EARTH AND HYDRAULIC PRESSURES AND THE 12.ADDITIONAL BARS SMALL BE PROVIDED AROUND ALL FLOOR AND WALL OPENINGS,AS SHOWN CONSTRUCTION LOADINGS ON DETAJM 5.THE CONTRACTOR 94ALL PROVIDE POSITIVE PROTECTION(MAT/SET COVERINGS),FOR 13.CONSTRUCTION JOINTS IN ALL WALLS SHALL MOT BE FURTHER APART THAN 30 FEET IN ANY ALL EXCAVATION SLOPES,TO PROTECT SLOPES FROM INSTABIITY AND DETERIORATION DUE DIRECTION. TO RNI(,T"f jFSNOW/ICE. . p am.c1 28-6 ELGIN T,1. ! 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'�Y o Z r �r 8 iW "g 8>r F i G Q 7 c7 GS° ■F� o<8 RN.,J�iB�{ z� g�• " o apWpQQm�a4 � �a € QQ� s�eayS '<� a�pFS=g<� S� �zt itA �L�B <t�mFo c�J E! t sEm°xti 6d3W2�° Loci-i'L ffi SZZx<_tg 1< -tgm i o5Xw�4 a� �i •' ••• '•g�� g U ce jai Ix p y:6 m ffi u O e _ gY IS-- gg `� � vvr 3t �C sj W3UP9 96 19, OF J Vm % P 8 _K J o O -'a$6 F . th 8oa I � jfNpt� �� G STRUCTURAL STEEL NOTES (CONT.) STRUCTURAL STEEL NOTES (CONT.) WOOD FRAMING NOTES (CONT.) 7.ALL CONNECTICNS SHALL BE DESIGNED AND DETAILED BY THE FABRICATOR DETAILING 21,SPECIFICATION: WELDING PERSONNEL AND PROCEDURES SHALL BE CUALFIED PER S.ALL FRAYING EXPOSED TO THE WEATHER OR N CONTACT WITH MASONRY OR CONCRETE SHALL BE PERFORMED USNG RATIONAL ENGINEERING DESIGN AND STANDARD PRACTICE AWS D7.1 UNLESS SPECIFICALLY SHOWN OTHERWISE,DESIGN,FABRICATION AND ERECTION SHALL BE PRESSURE-TREATED N ACCORDANCE WITH THE AMERICAN W000 PRESERVERS IN ACCORDANCE WITH THE REQUIREMENTS OF THE CONTRACT COMMENTS. THE GENERAL TO BE GOVERNED B7 ASSOCIATION SPECIR MONS. WHERE POSSIBLE,ALL CUTS AND HOLES SHOULD BE COMPLETED DETAILS SHOWN ON THE DRAWINGS ARE CONCEPTUAL ONLY AND DO NOT INDICATE THE A.AISC SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS(MARCH 9,2005} BEFORE TREATMENT. CUTS AND HOLES DUE M ON-SITE FABRICATION SHALL BE BRUSHED REOUIRET NUMBER OF BOLTS OR WELD SIZES UNLESS SPECIFICALLY NOTED. ALL B.AISC CODE OF STANDARD PRACTICE(MARCH 18,2005). PATH 2 COATS OF COPPER NAPHHTHEIMATE SOLUTION CONTAINING MN.2 PERCENT METALLIC CONNECTIONS SMALL BE EQUAL THE STRENGTH OF THE CONNECTED MEMEER(S). THE C.STRUCTURAL WELDING CODE,AWS 01.1-D6 OF THE AMERICAN WELDING SOCIETY. COPPER IN SOWTION(PER AWPA STD Y4)_ CONTRACTOR SHALL SUBMIT.TO THE ARCHITECT FOR REVIEW,ENGINEERING CALCULATIONS D.WECFICATONS FOR STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS WITH CONNECTION DETAIL DRAWINGS PRIOR TD THE SUBMITTAL OF STRUCTURAL STET 7. THE CONTRACTOR SHALL CAA£NLLY SMELT LUMBER 10 BE USED IN LOAD BEARING SHOP DRAWINGS, IHE pE90N CALCULATIONS SMALL BE PREPARED AND SEALED BY A 22.CONNECTIONS QUALIFIED STRUCTURAL ENGINEER REGISTERED N THE STATE OF RUNOIS A FIELD CONNECTIONS TD BE BOLTED.SHOP CONNECTIONS TO BE WELDED OR BOLTED. APPLICATIONS THE LENGTH OF SPLIT ON THE WIDE FACE OF 2'NOMINAL LOAD BEARING CONNECTIONS TO BE DESIGNED BY THE FABRICATOR M DEVELOP THE FULL UNIFORM FRAMING SHALL BE LIMITED TO LESS THAN 1/2 OF THE WIDE FACE DIMENSION. THE LENGTH i ALL CONNECTIONS,UNLESS NOTED OTHERWISE.SHALL BE SIMPLE SMEAR CONNECTIONS LOAD CAPACITY OF THE MEMBER OR FORCES 9HOWN ON PLANS WACHEVER IS OF SPLIT ON THE WIDE FACE 3'NOMINAL AND TACKER COMBER SMALL BE LINT1ID TD 1/2 UIILRFJG HIGH-STRENGTH BOLTS IN BEARING-TYPE CONNECTIONS WITH THREADS EXCLUDED GREATER.UNLESS INDICATED OTHERWISE,ALL CONNECTIONS MAY BE DOUBLE ANOLE OF 7NE NARROW FACE DIMENSION. FROM THE SHEAR PLANE CONNECTIONS OR SINGLE PLATE SHEAR CONNECTIONS(DESIGNED FOR A FLEXIBLE SUPPORT CONDITKN).FOLLOW INSTRUCTIONS ON DRAWINGS FOR GENERAL S ALL NAILING NOT OTHERWISE INDICATED SHALL BE N ACCORDANCE WITH THE'NAILING 9.BEAM TO COLUMN CONNECTIONS SHALL BE MOMENT CONNECTED WHERE AND AS SHOWN ARRANGEMENT OR PARTICULAR DETAILS SCHEDULE. NAILING SHALL NOT BE OVE DRIVEK THE WEB SHEAR CONNECTION FOR THESE MOMENT CONNECTIONS SHALL U71UZE SINGLE SHEAR PLATE CONNECTIONS WITH HIGH-STRENGTH MOLTS IN FRICTION TYPE CONNECTIONS 23.ALL STEEL FRAMING AND GRATING EXPOSED TO THE ELEILERTS,AND ALL fIEMS INDICATED 9.PROVIDE DOABLE JOISTS UNDER ALL PARTITIONS WHICH RUN PARALLEL WITH JOISTS AND WTH THREADS EXCLUDED DED FROM THE SHEAR PLANE.FOR THE CAPACITIES SHOWN BELOW. ON THE DRAWINGS AS'GALVANIZED'SHALL BE NOT-DIPPED GALVANIZED.EXTERIOR STEEL UNDER ALL CONCENTRATED LOADS FROM FRAMING ABOVE UNLESS N07TD OTHERWISE. N ADDITION,ALL SIMPLE SHELLY CONNECTIONS SHALL BE EXPOSED TO THE ELEMENTS THAT IS TO BE FIELD WELDED SHALL BE COLD GALVANIZED DES GNED FOR THE CAPACITIES AS STATED IN NOTE NO.11, AND SHALL BE APPLIED TO ENTIRE TO STEEL SURFACE WITHIN 24 HOURS OF FIELD 10.PROVIDE HEADER BEAMS OF THE SAME SIZE AS JOISTS OR RAFTERS TO FRAME AROUND 10.MINIMUM SHEAR CAPACITIES (FOR STANDARD ROLLED SHAPES-ASTM A992) WELDING COLD GALVANIZED COMPOUND SHALL BE APPLIED WITH A BIWSM PER OPENINGS IN THE PLYWOOD DECK UNLESS OTHERWISE INDICATED. MANUFACTURER'S RECOMMENDATIONS. 11.STRUCTURAL STEEL PLATE CONNECTORS SMALL CONFOIt11 TO A57M A76 SPECIFICATIONS 11.CONNECTIONS TO BE DESIGNED BY THE FABRICATOR TO DEVELOP THE FULL UNIFORM 24,MISCELLANEOUS: AND BE 1/4'TICK UNLESS OTHERWISE INDICATED. BOLTS CONNECTING WOOD MEMBERS LOAD CAPACITY OF THE MEMBER, A ANCHOR BOLTS AT STEEL COLUMN BASES ARE NOT DESIGNED TO PROVIDE,AND SHALL BE PER ASTM A307 AND BE 3/4'DIAMETER UNLESS OTHERWISE INDICATED. PROVIDE WELL NOT PROVIDE STABILITY FOR THE STEEL FRAME DURING ERECTION. FOR WASHERS FOR ALL BOLT HEADS AND NUTS IN CONTACT WITH WOOD SURFACES 12.THE MINIMUM NUMBER OF BOLTS PER CONNECTION SMALL BE TWO(2)-3/4'DIAMETER SAFETY CONSIDERATIONS WRING ERECTION,SEE STRUCTURAL NOT Al. A375 BOLTS B.PROVIDE HOLES FOR OTHERS IF OPENING IS NOT SHOWN ON THE STRUCTURAL 12. PREFABRICATED MICROLLAM LUMBER HEADERS AND BEAMS SHALL BE AS MANUFACTURED. j DRAWINGS OBTAIN PRIOR APPROVAL DO NOT CUT OR NOTCH MICROLLAM MATERIAL WITHOUT THE MFWS APPROVAL(SEE MICROLLAM 13.ALL SIMPLE SEAR CONNECTIONS SHALL BE CAPABLE OF END ROTATION AS PER THE G THE USE OF LEVELING PLATES AT COLUMN BASS IS PROHIBITED. SEE THE LVL NOTES). REQUIREMENTS OF THE AISC SPECIFICATION,SECTION ON UNRESTRAINED MEMBERS REINFORCED CONCRETE NOTES ABOVE FOR GROUT AND GROUTING REQUIREMENTS D.STEEL BELOW GRADE SHALL BE PROTECTED BY A MINIMUM OF 3 INCHES OF 13.PREFABRICATED METAL JUST HANGERS,HURRICANE(LIPS.HOLD-DOWN ANCHORS AND 14.MINIMUM FILLET WELD SIZE SHALL COMPLY WITH THE AISC SPECIFICATION RE'OUIREWENTS, CONCRETE OTHER ACCESSORIES SHALL BE AS MANUFACTURED BY'SMPSON STRONG-TIE COMPANY OR BUT SHALL NOT BE LESS THAN 1/4 INCH,UNLESS NOTED OTHERWISE E.PROVIDE SHOP WELDED ANCHORS FOR ATTACHMENTS OF MASONRY. SPACING TO BE APPROVED EQUAL. INSTALL ALL ACCESSORIES PER THE MANUFACTURER'S REQUIREMENTS. ALL 16 INCHES ON COLUMNS AND BEAMS STEEL SHALL BE A MINIMUM THICKNESS OR 0.04 INCHES(PER ASTM A440 GRADE A)AND BE 15.SHOP AND FIELD,TESTING AND INSPECTION,OF STRUCTURAL STEEL FABRICATION AND F-PROVIDE WASHER AND HEAVY NUT AT ALL ANCHOR BOLTS(BOTH ENDS) GALVANIZED(COATING G80). ERECTION WDRK.INCLUDING WELDED AND BOLTED CONNECTIONS,SHALL BE AS FOLLOWS: G.FINISH ENDS OF ALL COLUMNS STIFFENERS AND ALL OTHER MEMBERS IN DIRECT A ALL STRUCTURAL STEEL FABRICATION AND ERECTION SHALL BE VISUALLY NSPECTED. BEARING 14.ALL PLATES,ANCHORS.NAILS,BOLTS,NUTS,WASHERS,AND OTHER MSC.HARDWARE B.ALL WELDERS SHALL BE AWS OUAIIFTED. H.SHALL E AS LENGTH OF FOLLOWS EPAN90H BOLTS NlD SOLID MASONRY OR CONCRETE SHALL BE HOT DIPPED GALVANIZED. C,ALL WELDS STALL BE ASWJ A=PREIUAUFIED. 1/2 NCH DIAMETER BOLTS----3-1/2 INCHES EMBEDMENT 0.ALL WELD SHALL BE VISUALLY INSPECTED PER AWS 01.1 WELD MEASUREMENTS SHALL 3/4 INCH DIAMETER BOLTS---5 INCHES EMBEDMENT PERFORMED FOR 15X OF ALL WELDS ON A RANDOM BASS E.TTOORQUE�WRENCHNUSED TO VE�RIFYBA MINMUMYOF 25X OF BOLTS IN EACH PLYWOOD NOTES CONNEC71O1,BUT NOT LESS THAN Z BOLTS N N EACH CONNECTION. F.THE REQUIRED CONTACT SURFACE CONDITION OF ALL SEAR CONNECTIONS SHALL BE WOOD FRAMING NOTES VISUALLY NSPECIED IMMEDIATELY PRIOR TO BOLT TIGHTENING CONTRACTOR SHALL 1. ALL PLYWOOD CONSTRUCTION -A SHALL BE N ACCORDANCE WITH THE AMER"PLYIVD00 BE RESPONSIBLE FOR ANY REMEDIAL WORK TO CONTRACT SURFACES ASSOCIATION(APA) SPECIFIC C.THE OWNER'S STRUCTURAL STEEL TESTING LABORATORY SHALL PERFORM ALL FIELD 1.ALL WOOD SHALL COMPLY WITH THE STANDARDS SET FORTH BY THE AMERICAN FOREST AND INSPECTION AND TESTING AS OUTLINED ABOVE AND MONITOR THE CONTRACTOR'S PAPER ASSOCIATION AND THE AMERICAN WOOD COUNCIL 2.ALL PLYWOOD SHALL BE GRADE STRUCTURAL 1,SPECIES GROUP OF FACE PLY 1,NTH THE INSPECTION AND TES11NO AS OUTIYIEU ABOVE FOR ALL SHOP WORK. F TFE 2 ALL W000 STALL DOUGLAS FIR-LARCH.N0.1 GRADE AND HAVE TFE FOlL01WNG WECFICATIONS LISTED BELOW OR GREATER(DRYj CONTRACTORS QUALITY CONTROL PROGRAM IS NOT AISC CERTIFIED,THE OWNER'S MINIMUM PROPERTIES(UNLESS N01ED OTHERWISEk Fb-1BOD PS/Fcparp 340 PSI/Fv=790 PA /E.-1900 KST AND I TURAL STEEL TESTING LABORATORY SHALL ALSO PERFORM ALL SHOP TESTING Fb=1000 PS 3.SUITABLE EDGE SUPPORT SHALL BE PROVIDED BY USE OF PANEL CLIPS OR 13LOCMNG AND INSPECTION WORK Fv=180 PS BETWEEN FRAMING UNLESS OTHERWISE NOTED,CONNECT SHEATHING NTH F70 TEK SCREWS AT M.THE STRUCTURAL STEEL.FABRICATOR AND ERECTOR SHALL SCHEDULE ALL WORK TO Em=1701 KS 4'O,G AT%"DRIED PANEL EDGES AND B' O.C.AT INTERMEDIATE SUPPORTS ALLOW THE ABOVE INSPECTION AND TESTING REQUIREMENTS TO BE COMPLETED. Fa(PARALLEL) -1500 PS 18.ALL BEAMS,JOISTS AND TRUSSES SMALL BE FABRICATED WIIH THE NATURAL CAMBER Fe(PERPENDICUUR) - 625 PS 4.ALL ROOF SHEATHING SHALL BE 5/8'(NON.)APA RATED STRUCTURAL 1 WITH TONGUE AND UP. PROVIDE ADDITIONAL CAMBERS AS INDICATED ON THE STRUCTURAL DRAWINGS GROOVE EDGE UNLESS OTHERWISE NOTED.CONNECT FLOOR SHEATHING NTH 10d COMMON WOOD SPECIFICALLY MARKED TO BE DOUGLAS FIR-LARCH,SELECT STRUCTURAL GRADE SHALL NAILS SPACED 6'O.C.AT SUPPORTED EDGES AND 12'O.C.AT INTERMEDIATE SUPPORTS 17.THE CONTRACTOR SMALL BE RESPONSIBLE FOR THE CONTROL O'ALL ERECTION HAVE THE FOLLOWING MINIMUM PROPERTIES(UNLESS NOTED OTHERWISE)' FIELD GLUE USING ADHHESVES MEETING APA SPECIFICATION AFG-01, APPLIED IN PROCEDURES AND SEDIDENCES ESPECIALLY WITH RELATION TO TEMPERATURE FE=1500 PSI ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS DIFFERENTIALS AND ERECTION TOLERANCES Fv 180 PSI Em 1903 K9 S INSTAL ALL PLYWOOD SWATHING WITH 114E LONG DIMENSON OF THE PANED.ACROSS 16 THERE SHALL BE NO RK FIELD CUTTING OF STRUCTURAL STEEL MEMBERS,FOR THE WO Fe(PARALLEL) -1700 PS WO SUPPORTS AND NTH PANEL CONTINUOUS OVER T OR MORE SPANS STAGGER PANEL END OF 07HER TRADES,WITHOUT THE PRIOR REVIEW OF THE ARCHITECT. Fe(PERPENDICULAR) - 625 PSI JOINTS. ALLOW 1/8'SPACING AT PANEL ENDS AND EDGES UNLESS OTHERWISE RECOMMENDED BY THE SHEATHING MANUFACTURER 19.ALL ADDITIONAL STEEL REQUIRED BY THE CONTRACTOR FOR ERECTION PURPOSES 3.CONTRACTOR TO PROVIDE BRACING AS NEEDED FOR SAFE INSTALLATION AND ERECTION OF AND SITE ACCESS OF STOCKPILED MATERIALS SHALL BE PROVIDED AT NO COST TO THE WOOD MEMBERS. 6.ALL NAILING SHALL BE CAREFULLY DRIVEN AND NOT OVERDRIVEN.THE USE OF STAPLES AND THE INNER ALL SUCH ADDITIONAL STEEL SMALL BE REMOVED BY THE CONTRACTOR PNEUMATIC NAIL GUNS ARE PROHIBTED FROM USE UNLESS APPROVED BY TE OWNER IN WRITING. 4. ALL SWEAR WALLS SHALL HAVE HOLD-DOWNS WITH A MINIMUM SPECIFIED TENSILE STRENGTH OF 10 KIP.ANCHOR BOLTS SHALL RE SPEOF ED TO ACCOMMODATE HOD-DOWN 7,PROVIDE 2x BLOCKING AT UNSUPPORTED PANEL EDGES AS FOLLOWS: 20.THE STEEL FRAME AS DESIGNED IS A NON SELF-SUPPORTING STEEL FRAME AS DEFINED FROM MANUFACTURER(ANCHOR BOLT TO RESIST 16 KIP UPLIFT IN 4000 PS CONCRETE ON A ROOFS AND FLOORS-DAILY WHERE INDICATED ON PLAN BY THE AfSC CODE OF STANDARD PRACTICE,COORDINATE THE ERECTION 10'FOUNDATION WALL). WITH THE INSULATION OF OTHER BUILDING ELEMENTS REQUIRED FOR THE STRUCTURES S CONTRACTOR TO PROVIDE BRACING AS NEEDED FOR SAFE INSTALLATION AND ERECTION OF STABILITY.THESE ELEMENTS INCLUDE SLABS.WALLS,OPEN-WEB TRUSSES,AND UGHT 5.ALL WOOD FRAMING MATERIAL SHALL BE SURFACE DRY AND AT 19 PERCENT MAXIMUM THE PLYWOOD SHEETS ; FRAMED WALL PANELS. MOISTURE CONTENT. Illilllf '.. NA. 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