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2022-306-E-AMS-ProNet Systems-Waterstone EMS Station Door Access and Securit
Revised 06/21 1 [Departmental Use Only] TITLE Waterstone EMS Security FY 2022-2023 NORTH CAROLINA CONSTRUCTION AGREEMENT UNDER $250,000.00 ORANGE COUNTY THIS CONSTRUCTION AGREEMENT (hereinafter called “Agreement”), made as of the 20th day of July, 2022, by and between ProNet Systems, Inc, (hereinafter called the “Contractor”), and Orange County, a political subdivision of the State of North Carolina, (hereinafter called the “County,” “Orange County,” or “Owner”). W I T N E S S E T H: That the Contractor and the Owner, for the consideration herein named, agree as follows: 1. CONTRACT DOCUMENTS; PRIORITY The Contract Documents consist of this Agreement, the Request for Proposals, Proposal, Construction Drawings, and Written Specifications. The Contract Documents form the Contract. In the event of any inconsistency between or among the Contract Documents the Contract Documents shall be interpreted in the following order of priority: a. This Agreement. b. Designer Approved Bulletins and Field Orders. c. Request for Proposals and addenda thereto. d. Proposal. 2. SCOPE OF WORK The Contractor shall furnish and deliver all of the materials, and perform all of the work required by this Agreement within the time period stipulated in a written Notice-to-Proceed to be executed by the Contractor and Owner and in accordance with the following enumerated documents, which are made a part hereof as if fully contained herein: a. Construction Drawings prepared by Stewart-Cooper-Newell (Sheet 4.20 Building Floor Plans with Notes and Tags Rev 1-19-2022, and Submittal from TCC dated 1/22/2021) b. Written specifications prepared by the project engineer. c. ProNet Systems, Inc proposal dated April 4, 2022 which fully describes the work to be performed. Such work will hereafter be called the “Work”. d. Related documents listed under Section 1 above. DocuSign Envelope ID: 97A9508F-537F-4A89-96AD-A82F9ABD3708 Revised 06/21 2 3. TERM AND SCHEDULING a. The Contractor agrees to commence work pursuant to the written Notice to Proceed. b. The Contractor agrees to complete substantially all Work by January 30, 2023. c. Time is of the essence with respect to all dates specified in the Contract Documents as Completion Dates. d. The Contractor shall perform the Work in the time, manner, and form required by the Contract Documents and as stipulated in a written Notice-to-Proceed to be executed by the Contractor and Owner. e. It is expressly understood that the Owner will employ other contractors to perform work as a part of the Project whose work will be performed simultaneously and sequentially with the performance of the Work by the Contractor. It shall be necessary for the Contractor to coordinate its activities with such other contractors, particularly with respect to access to work areas, storage of materials and other common facilities. f. Should the Owner determine that the Contractor is behind schedule Owner may require, at no additional cost to the Owner, the Contractor to expedite and accelerate its efforts, including providing additional resources and working overtime, as necessary, to perform the Work in accordance with the approved project schedule. 4. STANDARD OF CARE a. The Contractor shall exercise reasonable care and diligence in performing the Work in accordance with the highest generally accepted standards of this type of Contractor practice throughout the United States and in accordance with applicable federal, state and local laws and regulations applicable to the performance of these services. Contractor is solely responsible for the professional quality, accuracy and timely completion and submission of all work. b. The Contractor shall not load or permit any part of the Work to be loaded with a weight that will endanger its safety, intended performance or configuration. c. Contractor shall be responsible for all errors or omissions caused by its employees, agents, contractors, or assigns in the performance of the Agreement. Contractor shall correct any and all errors, omissions, discrepancies, ambiguities, mistakes or conflicts at no additional cost to the Owner. d. Contractor is an independent contractor of Owner. Any and all employees of the Contractor engaged by the Contractor in the performance of any work or services required of the Contractor under this Agreement, shall be considered employees or agents of the Contractor only and not of the Owner, and any and all claims that may or might arise under any workers compensation or other law or contract on behalf of said employees while so engaged shall be the sole obligation and responsibility of the Contractor. e. If activities related to the performance of this Agreement require specific licenses, certifications, or related credentials Contractor represents that it or its employees, agents DocuSign Envelope ID: 97A9508F-537F-4A89-96AD-A82F9ABD3708 Revised 06/21 3 and subcontractors engaged in such activities possess such licenses, certifications, or credentials and that such licenses certifications, or credentials are current, active, and not in a state of suspension or revocation. f. The Contractor is responsible for all physical damage to owned or rented machinery, tools, equipment, forms, and other items owned, rented or used by the Contractor and Subcontractor(s) in the performance of the Work including all of Owner’s property in Contractor’s care, custody, or control, and all such property while it is in transit. g. The Contractor is solely responsible for obtaining all permits necessary to complete the Work in compliance with all local, state, and federal laws. 5. PAYMENT & TAXES a. The Owner hereby agrees to pay to the Contractor for the faithful performance of this Agreement, and the Contractor hereby agrees to perform all of the Work for a sum not-to- exceed Fifteen Thousand Eight Hundred Fifty Dollars ($15,850.00). Not later than the fifth (5th) day of each calendar month the Contractor shall submit to the Owner’s Representative, generally the architect if an architect is retained on the Work, a Request for Payment for work done during the previous calendar month. i. The Request for Payment shall be in form of a standardized invoice or AIA Document G702-703 appropriately addressed to Owner’s Representative at PO Box 8181, Hillsborough, NC 27278 and shall show substantially the value of work done during the previous calendar month. ii. The amount due for payment shall be ninety-five percent (95%) of the value of work completed since the last Request for Payment and this amount shall be paid by the Owner on or before the last business day of the month. Owner shall retain five percent (5%). 1. Upon Owner’s Representative’s certification that ninety percent (90%) of the Work has been satisfactorily completed retainage may be discontinued. Retainage may be discontinued, at Owner’s Discretion, so long as work continues to be completed satisfactorily and on schedule. iii. Final payment shall not be due to the Contractor until thirty (30) days after one hundred percent (100%) of the Work, including punch list work, has been satisfactorily (as determined by the County) completed and an appropriate affidavit as required in Section 7(c) below has been received by Owner. b. Should Owner reasonably determine that Contractor has failed to perform the Work related to a Request for Payment, Owner, at its discretion may provide the Contractor ten (10) days to cure the breach. Owner may withhold the accompanying payment without penalty until such time as Contractor cures the breach. i. Should Contractor or its representatives fail to cure the breach within ten (10) days, or fail to reasonably agree to such modified schedule, Owner may immediately terminate this Agreement in writing, without penalty or incurring further ob ligation to Contractor. ii. This section shall not be interpreted to limit the definition of breach to the failure to perform the Work related to a Request for Payment. c. The Contractor has included in the Contract Price and shall pay all taxes assessed by any authority on the Work or the labor and materials used therein. It shall be the Contractor's DocuSign Envelope ID: 97A9508F-537F-4A89-96AD-A82F9ABD3708 Revised 06/21 4 responsibility to furnish the Owner documentary evidence showing the materials used and sales and use tax paid by the Contractor and each of its subcontractors. 6. INSURANCE AND BONDS a. Minimum requirements – Contractor shall obtain, at its sole expense, Commercial General Liability Insurance, Automobile Insurance, Workers’ Compensation Insurance, and any additional insurance as may be required by Owner’s Risk Manager as such insurance requirements are described in the Orange County Risk Transfer Policy and Orange County Minimum Insurance Coverage Requirements (each document is incorporated herein by reference and may be viewed at http://www.orangecountync.gov/departments/purchasing_division/contracts.php). If Owner’s Risk Manager determines additional insurance coverage is required such additional insurance shall be designated here N/A (if no additional insurance required mark N/A as being not applicable). Contractor shall not commence construction work until such insurance is in effect and certification thereof has been received by the Owner's Risk Manager. b. Performance Bonds – Contractor shall furnish bonds covering the faithful performance of the Contract and payment of all obligations arising under any of the Contract Documents or related in any way to the Work. Contractor shall immediately furnish a copy of such bonds to any requesting person who appears to be a potential beneficiary of bonds covering payment obligations arising under any of the Contract Documents. This subsection 6(b) applies only to Contracts of fifty thousand dollars ($50,000.00) or more where the total cost for the project is three hundred thousand dollars ($300,000.00) or more. 7. INDEMNITY a. To the extent authorized by North Carolina law the Contractor shall indemnify, without limitation, and hold harmless to the maximum extent permitted by law the Owner and its agents and employees from and against any and all claims, damages, losses and expenses, including attorney's fees, arising out of or resulting from the performance or nonperformance of the Work, provided that any such claim, damages, loss or expense (A) is attributable to bodily injury, sickness, disease or death or injury to, or destruction of, property, including the loss of use resulting therefrom; and (B) is caused in whole or in part by any breach of any provision of the Agreement or by any negligent or wrongful act or omission of the Contractor, any Subcontractor, or supplier of the Contractor, anyone directly or indirectly employed by any of them or anyone for whose acts any of them may be liable. The indemnification obligation under this paragraph shall not be limited in any way by any limitation of the amount or type of damages, compensation or benefits payable by or for the Contractor or any subcontractor under workers' compensation acts, disability benefits acts or other employee benefit acts. It is the intent of this section that the Contractor shall indemnify the County to the maximum extent allowed by law. b. The Contractor shall indemnify and hold harmless Owner from any lien of whatever type through the purchase of appropriate bonds and insurance as designated in Section 6 above. In the event any such lien is filed against Owner’s property Contractor shall, through such bonds and insurance or at Contractors expense, defend Owner against all such claims of lien. DocuSign Envelope ID: 97A9508F-537F-4A89-96AD-A82F9ABD3708 Revised 06/21 5 c. Upon completion of the Work the Contractor shall execute an affidavit stating there are no unpaid debts for any work that has been done or materials that have been furnished to the project prior to and as of the date of substantial completion and further stating that Contractor shall indemnify, save and protect Owner and Owner’s lender, if any, harmless from and against any and all claims, liabilities, losses, damages, causes of action, and expenses (including court costs and reasonable attorney’s fees related thereto) arising out of, in connection with, or resulting from any such debts and liens. Such indemnification shall be in a form and substance acceptable to Owner. d. By executing this Agreement Contractor agrees to abide by and be bound by the indemnification provisions herein and of Section 7(c) specifically. 8. DISPUTE RESOLUTION AND GOVERNING LAW a. Any dispute with respect to any provision of, or the performance or non-performance of, this Agreement shall be subject to the Dispute Resolution Rules and P rocedures for Orange County Design, Building Construction, Renovation, and Repair Projects. The policy is incorporated herein by reference and may be viewed at http://www.orangecountync.gov/departments/purchasing_division/contracts.php). b. The laws of the State of North Carolina shall apply to the interpretation and enforcement of this Agreement. Any and all suits or actions to enforce, interpret or seek damages wit h respect to any provision of, or the performance or nonperformance of, this Agreement or the Contract shall be brought in the General Court of Justice of North Carolina sitting in Orange County, North Carolina and it is agreed by the parties that no other court shall have jurisdiction or venue with respect to such suits or actions. c. Notice of any claim by Owner or Contractor must be initiated by written notice to the other Party within thirty (30) days of the occurrence of the event giving rise to the cl aim or within thirty (30) days of the discovery of the event or condition giving rise to the claim, whichever is later. i. Should any claim be made, regardless of whether such claim is made by Owner or Contractor, Contractor shall continue to faithfully and diligently perform the Work in such a manner as to meet all scheduled timelines. Any failure to faithfully and diligently perform the Work may be deemed, by the Owner, a breach of the Contract. ii. If a claim is made such claim shall be made to the initial decision maker, if applicable, who may request more supporting data, reject the claim in whole or in part, approve the claim in whole or in part or advise the parties the claim is unable to be resolved. iii. If a claim is made by the Owner the Owner may, but is not obligated to, notify the surety. 9. NON–APPROPRIATION a. Contractor acknowledges that Owner is a governmental entity, and the validity of this Agreement is based upon the availability of public funding under the authority of its statutory mandate. b. In the event that public funds are unavailable or not appropriated for the performance of Owner’s obligations under this Agreement, then this Agreement shall automatically expire DocuSign Envelope ID: 97A9508F-537F-4A89-96AD-A82F9ABD3708 Revised 06/21 6 without penalty to Owner immediately upon written notice to Contractor of the unavailability or non-appropriation of public funds. It is expressly agreed that Owner shall not activate this non-appropriation provision for its convenience or to circumvent the requirements of this Agreement. c. In the event of a change in the Owner’s statutory authority, mandate or mandated functions, by state or federal legislative or regulatory action, which adversely affects Owner’s authority to continue its obligations under this Agreement, then this Agreement shall automatically terminate without penalty to Owner upon written notice to Contractor of such limitation or change in Owner’s legal authority. 10. NOTICES Any notice required by this Agreement shall be in writing and delivered by certified or registered mail, return receipt requested to the following: Owner: Contractor: Orange County ProNet Systems, Inc Attn: A. Barnes Attn: Alan Jelley P.O. Box 8181 3200 Glen Royal Road, Ste 107 Hillsborough, NC 27278 Raleigh, NC 27617 11. MISCELLANEOUS a. Duties and Obligations imposed by the Contract Documents shall be in addition to any Duties and Obligations imposed by state, federal or local law, rules, regulations and ordinances. b. No act or failure to act by the Owner or Contractor shall constitute a waiver of any right or duty granted them under the Contract Documents, nor shall any act or failure to act constitute any approval except as specifically agreed in writing. c. The Work shall be tested and inspected as required by the Contract Documents and as required by law. Unless prohibited by law the costs of all such tests and inspections related to state and federal codes such as ADA, Administrative, Electrical, Plumbing, Mechanical and Building Codes shall be borne by the Contractor. The costs for material and structural testing shall be conducted by an independent third party at the expense of the Owner. Delays related to any of the aforementioned tests and inspections shall not be grounds for delaying the completion of the work. If any such tests and inspections reveal deficiencies in the Work such that the Work does not comply with terms or requirements of the Contract Documents and the requirements of any code or law the Contractor is solely responsible for the cost of bringing such deficiencies into compliance with the terms of the Contract Documents and any code or law. d. Should the Architect, if an architect is retained for the project involving the Work, or Owner reject any portion of the Work for failing to comply with the Contract Documents Contractor shall immediately, at Contractor’s expense, correct the Work. Any such rejection may be made before or after substantial completion. If applicable, any additional expense borne by the Architect under this section shall be paid at Contractor’s expense. e. The Contractor shall not assign any portion of this Agreement nor subcontract the Work in DocuSign Envelope ID: 97A9508F-537F-4A89-96AD-A82F9ABD3708 Revised 06/21 7 its entirety without the prior written consent of the Owner. f. By executing this Agreement Contractor affirms that Contractor and any subcontractors of Contractor are and shall remain in compliance with Article 2 of Chapter 64 of the North Carolina General Statutes. g. By executing this Agreement Contractor certifies that Contractor has not been identified, and has not utilized the services of any agent or subcontractor identified, on the list created by the State Treasurer pursuant to G.S. 147-86.58. h. By executing this Agreement Contractor certifies that Contractor has not been identified, and has not utilized the services of any agent or subcontractor identified, on the list created by the State Treasurer pursuant to G.S. 147-86.81. i. The County has designated (Angel Barnes) to act as the County's representative with respect to the Work and shall have the authority to render decisions within guidelines established by the County Manager or the County Board of Commissioners and shall be available during working hours as often as may be reasonably required to render decisions and to furnish information. j. Contractor shall at all times remain in compliance with all applicable local, state, and federal laws, rules, and regulations including but not limited to all state and federal non- discrimination laws, policies, rules, and regulations and the Orange County Non- Discrimination Policy and Orange County Living Wage Policy (each policy is incorporated herein by reference and may be viewed at http://www.orangecountync.gov/departments/purchasing_division/contracts.php). Any violation of the Orange County Non-Discrimination Policy is a breach of this Agreement and County may immediately terminate this Agreement without further obligation on the part of the County. This paragraph is not intended to limit and does not limit the definition of breach to discrimination. k. This Agreement together with any amendments or modifications may be executed electronically. All electronic signatures affixed hereto evidence the consent of the Parties to utilize electronic signatures and intent of the Parties to comply with Article 11A and Article 40 of North Carolina General Statute Chapter 66. l. In the event of a breach by Contractor Owner has sole authority to determine the reasonableness of Contractor’s actions to remedy such breach or complete the performance of its obligations. m. Upon request of the Owner, the Contractor shall submit to County all relevant documentation, including but not limited to, job cost records, to support its claims for final compensation and if such request is made final compensation shall not be due until all relevant documentation is received, reviewed, and approved by Owner. 12. CONSEQUENTIAL AND LIQUIDATED DAMAGES a. Owner and Contractor mutually waive any claim against each other for consequential damages. Consequential Damages include: DocuSign Envelope ID: 97A9508F-537F-4A89-96AD-A82F9ABD3708 Revised 06/21 8 i. Damages incurred by Owner for loss of use, income, financing, or business. ii. Damages incurred by Contractor for office expenses, including personnel, loss of financing, profit, income, business, damage to reputation, or any other non-direct damages. b. Liquidated damages shall be in accord with the Contract Documents. If the Contract Documents do not otherwise address liquidated damages, such damages shall be in the amount of five hundred dollars ($500.00) per day. 13. TERMINATION OR SUSPENSION a. The Owner may, without cause, order the Contractor to terminate, suspend, delay or interrupt the Work in whole or in part for such period of time as the Owner may determine. i. If Owner issues a written order to delay, suspend, or interrupt the Work, and such order is not due to or as a result of any fault on the part of the Contractor or any subcontractor, the Contractor may recover a per diem amount of five hundred dollars ($500.00) per day with a not-to-exceed limit of ten thousand dollars ($10,000.00). ii. In the event of termination by the Owner under this Agreement, the Contractor shall be entitled to receive its reasonable and documented direct costs prior to termination, including the cost of materials purchased for the Work which purchases cannot be canceled or which material cannot reasonably be used by the Contractor on other work, and the cost of closing down the work in a safe and efficient manner. iii. If Owner elects to suspend or terminate the contract pursuant to subparagraphs 13.a.i. or 13 a.ii. the sole remedy available to the Contractor are those listed in the subparagraphs and Contractor is not entitled to any right to further claims for any amount owed or disputed or for payment of damages alleged to have been sustained as a result of Owner’s order to delay, suspend, or interrupt the Work. b. The Owner may, with cause, order the Contractor to suspend, delay or interrupt the Work in whole or in part for such period of time as the cause remains. i. If Owner issues a written order to delay, suspend, or interrupt the Work, and such order is due to or as a result of any fault on the part of the Contractor or any subcontractor, the Owner may reduce payment at a per diem amount of five hundred dollars ($500.00) per day. c. Contractor may terminate the Contract if, at the Owner’s written direction, the Work is stopped for twenty one (21) consecutive days through no act or fault of the Contractor, their agents or employees, or a subcontractor or their agents or employees or any other person performing work pursuant to the Contract Documents. Contractor may terminate the Contract if a Court or other Public authority having jurisdiction enters a lawful order that requires all work to be stopped and such stoppage lasts for twenty one (21) consecutive days. DocuSign Envelope ID: 97A9508F-537F-4A89-96AD-A82F9ABD3708 Revised 06/21 9 d. Either party may terminate this Agreement upon notice to the other party that obligations pursuant to this Agreement are made impossible due to declarations of emergency by Orange County or by North Carolina due to events directly impacting Orange County. Both parties shall remain responsible for all payment and performance due up to the receipt of such notice, but shall have no further obligation or responsibility beyond that date provided the terminating party has taken all reasonable steps to complete the performance of its obligations. 14. ENTIRE AGREEMENT All of the documents listed, referenced or described in this Agreement, the written Notice-to- Proceed, together with Modifications made or issued in accordance herewith are the Contract Documents, and the work, labor, materials and completed construction required by the Contract Documents and all parts thereof is the Work. The Contract Documents constitute the entire agreement between Owner and Contractor. This Agreement may be amended only by written instrument signed by both parties. Modifications may be evidenced by facsimile signatures. If any provision of the Agreement shall be declared invalid or unenforceable, the remainder of the Agreement shall continue in full force and effect. IN WITNESS WHEREOF, the Parties hereto have executed this Agreement as of the day and date first above written wholly or in a number of counterparts each of which shall, without proof or accounting for other counterparts, be deemed an original contract. ORANGE COUNTY CONTRACTOR ____________________________________ ________________________________________ Signature Signature County Manager ________________________________________ Printed Name and Title DocuSign Envelope ID: 97A9508F-537F-4A89-96AD-A82F9ABD3708 7/22/2022 Vice President 7/22/2022 Revised 06/21 10 ORANGE COUNTY—DEPARTMENT USE ONLY ______________________________________________________________________________ Party/Vendor Name: ProNet Systems, Inc Party/Vendor Contact Person: Richard McCleanny (RichardM@pronetsystemsnc.com) Contact Phone: 919.277.2070 Party/Vendor Address: 3200 Glen Royal Road Suite 107 City Raleigh State: NC Zip: 27617 Department: AMS/ES Amount: $15,850.00 Purpose: Waterstone EMS Station Door Access and Security Budget Code(s): 61370035-801002-10053 Vendor # 57979 (N/A if new vendor) Vendor is a BOCC consultant? Yes No Contract Type: (Check one) New Renewal Amendment Effective Date 07/20/2022 Approved by Board Yes No Agenda Date: --- For Section XIV. c. contracts only, Approved by Board in Current FY Budget Yes No This agreement is approved as to technical form and content and I as Department Director affirmatively state work on this project has not been initiated prior to execution of the agreement: Department Director’s Signature ________________________________________ Date: ________ Agreements for emergency services or repair are not subject to the above affirmation. If services related to this agreement have already begun or been completed please briefly describe the nature of the emergency condition that was addressed: N/A Risk Management This agreement is approved for sufficiency of insurance standards, specifi cations, and requirements: Office of the Risk Management Officer___________________________________ Date: _________ Financial Services This instrument has been pre-audited in the manner required by the Local Government Budget and Fiscal Control Act: Office of the Chief Financial Officer ____________________________________ Date: _________ Legal Services This agreement is approved as to legal form and sufficiency: Office of the County Attorney __________________________________________Date: ________ Clerk to the Board Received for record retention: All Docusign contracts must be copied to the Clerk upon completion: occlerkdocs@orangecountync.gov The following signature block is for hard copies only and is not required for Docusign contracts: Office of the Clerk to the Board __________________________________________Date:_________ DocuSign Envelope ID: 97A9508F-537F-4A89-96AD-A82F9ABD3708 7/22/2022 7/22/2022 7/22/2022 7/22/2022 Q040422-A Orange County-Waterstone EMS Station Access Control ProNet Systems, Inc. 1 3200 GLEN ROYAL ROAD, SUITE 107, RALEIGH, NC 27617 www.pronetsystemsonline.com TELEPHONE 919.277.2070 FAX 919.277.2072 Q040422-A Orange County-Waterstone EMS Station Access Control April 4, 2022 Ms. Angel Barnes Orange County Asset Management Services PO Box 8181 Hillsborough, NC 27278 Dear Ms. Barnes, RE: ORANGE COUNTY – WATERSTONE EMS STATION ACCESS CONTROL With reference to your request for a proposal to add access control to the Waterstone EMS Station in Orange County. Our proposal is detailed below for your review. Equipment Description Quantity Equipment Description Unit Price Total Price 1 Altronix AL1012ULXPD8 12V 10 Amp Power Supply 286.19 286.19 1 Altronix AL1024ULACM 24V 10 Amp Power Supply 359.09 359.09 1 Lenel CTX-6 Cabinet 283.50 283.50 5 Bosch DS160 Request to Exit 77.76 388.80 5 GE 1078 Door Status Switch 10.80 54.00 1 Lenel LNL-2220 Intelligent Controller 1,768.50 1,768.50 2 Lenel LNL-1320-S3 Dual Door Interface 819.45 1,638.90 5 HID R40 Switchplate Card Reader 189.00 945.00 5 HES 1006 HES Electric Strike Complete 377.99 1,889.95 Cable and Installation Materials 1,052.73 Equipment Total Including Cable and Materials 8,666.66 Add Labor 5,867.04 Add Estimated Shipping 209.65 Add 7.5 % Sales Tax 1,105.75 Total Price Including Equipment, Labor, Sales Tax, and Shipping $15,849.10 DocuSign Envelope ID: 97A9508F-537F-4A89-96AD-A82F9ABD3708 Q040422-A Orange County-Waterstone EMS Station Access Control ProNet Systems, Inc. 2 Warranty All products are covered for one year, parts and labor, from date of hand over. An extended maintenance program is available. This includes parts and labor on all products for the second year after date of hand over. Service Rates Out of warranty call out is charged at $100.00 per hour and $135.00 per hour out of hours (regular business hours are 8.00 am to 5.00 pm, Monday to Friday). Response time is same day if service call is requested before 10.00 am or if the system is down due to failure. All product is covered for one year, parts and labor, from date of hand over. A Service Contract for an extended maintenance program is offered if required. This includes parts and labor on all products for the second year after date of hand over. Service Contract A maintenance program is offered below. Full Maintenance 2nd year $ 380.70 per year Terms of Payment Unless otherwise arranged, 50% of payment is due upon receipt of the order, and 50% of payment is due upon project completion. Interest will be charged at a rate of 1.5% per month on accounts 10 days past due and a 2% discount is offered for payment within 10 days of receipt of invoice. Validity These rates are valid for a period of thirty days from today’s date. We trust that in submitting this proposal we have addressed all your requirements. Should you require further clarification or additional information, please do not hesitate to contact us. Sincerely, Alan Jelley ProNet Systems, Inc. Accepted: Signed ………………………………………………. For and On Behalf of Orange County …………………………………………………..………………………… Print Name & Title Date…………………………………………………. DocuSign Envelope ID: 97A9508F-537F-4A89-96AD-A82F9ABD3708 KFP 02/16/2022 ITEMS REQUIREING CLARIFICATION: 1. DOES THE WORD KEYWAY MAKE A DIFFERENCE OR ARE ALL OF THE CYLINDERS IN THE BUILDING THE SAME L4? NOTES FROM PREVIOUS SUBMITTAL THAT HAVE NOT BEEN CLARIFIED (ANY OF THIS WORK THAT IS CONSIDERED UNACCEPTABLE BY THE ARCHITECT WILL NEED TO BE CORRECTED AT THE CONTRACTORS EXPENSE): General notes: 1. provide additional information on frame anchor locations. SUBMITTED 2. please confirm that all frame profiles are the same. 3. based on the profiles provided, submit glazing positioning at borrowed light and transom locations. GENERAL NOTES: -BASED ON THE DIMENSIONS PROVIDED FOR THE OH STOPS, OH CLOSERS AND PANIC HARDWARE NONE THESE DEVICES SHOULD BE VISIBLE THROUGH THE GLASS OPENINGS IN ALL DOORS. COORDINATE THE INSTALLATION OF HARDWARE WHERE THE WINDOW OPENING DISTANCE FROM THE TOP OF THE ALL DOORS PROVIDES ENOUGH CLEARANCE THAT THE CLOSER, STOPS OR PANIC HARDWARE IS NOT VISIBLE THROUGH THE WINDOW ON EITHER SIDE OF THE DOOR. Note: - doors 106,108 ,109, 110, 201, 208, 209 to receive s/s kick plates both sides. - doors 113, 115, 119, 120, 211, 215 to have threshold & door sweep (NO weatherstrip) - doors 114, 114A, 209A, 210 to have gasket, door sweep, & threshold w/gasket NOTES FROM PREVIOUS SUBMITTAL, THESE ARE REQUIRED TO BE PROVIDED DocuSign Envelope ID: 97A9508F-537F-4A89-96AD-A82F9ABD3708 T C C Enterprises, Inc. Submittals Project Name: Waterstone Fire and EMS Station _____________ ___ Architect: Stewart-Cooper-Newell Architects___________________________________ Reference Specifications: 08 11 00 Submission Number #39R ____ 1. Revised HM Door Frame Schedule 2. Revised HM Door Schedule 3. Revised Wood Door Schedule 4. Revised Hardware Schedule Contractor: TCC Enterprises Inc._______________________________ ___________ Subcontractor/Supplier: Schiller Company Architect Review and Comments: "Submittal and/or Shop Drawing(s) complies with the requirements of the Contract Documents and has been reviewed, checked and verified with respect to manufacturer, product and dimensions, and information contained within has been coordinated with other parts of the work.” 1089 NC Highway 56E Louisburg, NC 27549 Phone 919-496-3111 Fax 919-496-3318 x 2-15-22 TCC made a few comments on the HM Frames schedule. Please confirm. DocuSign Envelope ID: 97A9508F-537F-4A89-96AD-A82F9ABD3708 Schiller - VTeensboro 4500 Green Point Dr, Suite 105, Greensboro, NC 27410 Waterstone Fire Dept and EMS 305096 SCHEDULE OF FINISHED HARDWARE DATE February 11, 2022 ARCHITECT Stewart Cooper Newell CONTRACTOR TCC Enterprises Inc DETAILED BY John Randolph DocuSign Envelope ID: 97A9508F-537F-4A89-96AD-A82F9ABD3708 Waterstone Fire Dept and EMS 305096 Feb 11, 2022 1:57 PM Page 2 of 57 Manufacturer List Code Name CR Corbin Russwin GL Glynn Johnson HA Hager HS HES IV Ives KA01 Kaba IIco, Inc. LC LCN Closers SC Schlage VO Von Duprin ZE Zero Finish List Code Description 626 Satin Chromium Plated 630 Satin Stainless Steel AL Aluminum (BHMA 689) GRY Grey US26D Chromium Plated, Dull US32D Stainless Steel, Dull DocuSign Envelope ID: 97A9508F-537F-4A89-96AD-A82F9ABD3708 Waterstone Fire Dept and EMS 305096 Feb 11, 2022 1:57 PM Page 3 of 57 Opening List Opening Hdw Set Hdw Heading Opening Label Door Type Frame Type 100 01 01 AL AL 100A 01 01.1 AL AL 101 03 03 B 6(F-5) 102 01 01.1 AL AL 104 07 07 C 6(F-5) 105 09 09 60 MIN C 6(F-5) 106 06 06 C 7(F-5) 107 09 09 60 MIN C 6(F-5) 108 11 11.1 C 6(F-5) 109 06 06 C 7(F-5) 110 06 06 C 7(F-5) 111 11 11.2 H 8(F-5) 113 08 08 E/E 10(F-5) 114 10 10.1 G 10(F-5) 114A 10 10 E 8(F-5) 115 11 11 E 10(F-5) 116 04 04.3 G 9(F-5) 117 04 04.4 G 9(F-5) 118 02 02.1 F 13(F-4) 119 04 04 G 10(F-5) 120 04 04.2 E 10(F-5) 121 11 11.1 120 MIN C 6(F-5) 200 01 01.2 AL AL 200A 01 01.3 AL AL 201 06 06 C 7(F-5) 202 07 07.1 C 6(F-5) 204 05 05 60 MIN C 6(F-5) 205 05 05 60 MIN C 6(F-5) 206 05 05 60 MIN C 6(F-5) 207 05 05 60 MIN C 6(F-5) 208 06 06 C 7(F-5) 209 06 06 C 7(F-5) 209A 04 04.1 G 10(F-5) 210 10 10.2 G 8(F-5) 211 10 10.3 F 10(F-5) 212 07 07.1 C 6(F-5) 213 03 03 B 6(F-5) 214 02 02.2 F 13(F-4) 215 04 04.6 G 10(F-5) 215A 04 04.5 G 9(F-5) 300A 02 02 E 12(F-4) 300B 02 02.2 E 12(F-4) 301 03A 03A E/E 10(F-5) 301A 03 03.1 I 15(F-6) 301B 03 03.3 J 16(F-6) 302 03 03.2 G 10(F-5) 302A 03 03.4 K 14(F-9) F-7 F-8 DocuSign Envelope ID: 97A9508F-537F-4A89-96AD-A82F9ABD3708 Waterstone Fire Dept and EMS 305096 Feb 11, 2022 1:57 PM Page 4 of 57 Opening Hdw Set Hdw Heading Opening Label Door Type Frame Type W8 BL BL W8 W9 BL BL W9 DocuSign Envelope ID: 97A9508F-537F-4A89-96AD-A82F9ABD3708 Waterstone Fire Dept and EMS 305096 Feb 11, 2022 1:57 PM Page 5 of 57 Hardware Schedule Heading #01 (Set #01) 1 Single Door #100 Exterior FROM Vestibule 100 110° RHR Opening Description: 3' 0" x 7' 0" Type AL Type AL 1 Exit Device 98NL-OP x 110MD-NL US26D VO 1 Rim Cylinder CR3000-058-6 L4 626 CR Heading #01.1 (Set #01) 1 Single Door #100A Vestibule 100 FROM Corridor 116 RHR 1 Single Door #102 Exterior FROM Kitchen/Dining 102 LHR Opening Description: 3' 0" x 7' 0" Type AL Type AL 2 Exit Device LD 98NL-OP x 110MD-NL US26D VO 2 Rim Cylinder CR3000-058-6 L4 626 CR 2 Electric Strike Body 9600 630 HS Heading #01.2 (Set #01) 1 Single Door #200 Exterior FROM Lobby 200 110° RHR Opening Description: 3' 0" x 7' 0" Type AL Type AL 1 Exit Device LD 98NL-OP x 110MD-NL US26D VO 1 Rim Cylinder CR3000-058-6 KEYWAY - L4 626 CR Heading #01.3 (Set #01) 1 Single Door #200A Lobby 200 FROM Corridor 214 110° RHR Opening Description: 3' 0" x 7' 0" Type AL Type AL 1 Exit Device LD 98NL-OP x 110MD-NL US26D VO 1 Rim Cylinder CR3000-058-6 KEYWAY - L4 626 CR 1 Electric Strike Body 9600 630 HS TYPICAL NOTE THROUGHOUT THIS SUBMITTAL, DOES THE WORD KEYWAY MAKE A DIFFERENCE OR ARE ALL OF THE CYLINDERS IN THE BUILDING THE SAME L4? DocuSign Envelope ID: 97A9508F-537F-4A89-96AD-A82F9ABD3708 Waterstone Fire Dept and EMS 305096 Feb 11, 2022 1:57 PM Page 6 of 57 Heading #02 (Set #02) 1 Single Door #300A Exterior FROM Apparatus Bays 300 110° RHR Opening Description: 3' 0" x 7' 0" x 1 3/4" x HMD Type E x HMF Type 12(F-4) 3 Hinge AB800 4 1/2 X 4 1/2 US26D HA 1 Exit Device 98L x 996L-R&V 03 RHR US26D VO 1 Rim Cylinder CR3000-058-6 L4 626 CR 1 Electric Strike Body 9600 630 HS 1 Closer 4040XP EDA AL LC 1 Wall Bumper WS401/402CVX US26D IV 1 Keypad by Security Contractor(By Others) KEYPAD BY SECURITY CONTRACTOR MISC 1 Weatherstrip 328AA 1 x 36" 2 x 84" ZE 1 Door Sweep 39A 36" ZE 1 Threshold 566A 36" ZE 3 Door Silencer SR64 GRY IV Heading #02.1 (Set #02) 1 Single Door #118 Exterior FROM Corridor 118 110° RHR Opening Description: 3' 0" x 7' 0" x 1 3/4" x HMD Type F x HMF Type 13(F-4) 3 Hinge AB800 4 1/2 X 4 1/2 US26D HA 1 Exit Device 98L x 996L-R&V 03 RHR US26D VO 1 Rim Cylinder CR3000-058-6 L4 626 CR 1 Electric Strike Body 9600 630 HS 1 Closer 4040XP CUSH AL LC 1 Keypad by Security Contractor(By Others) KEYPAD BY SECURITY CONTRACTOR MISC 1 Weatherstrip 328AA 1 x 36" 2 x 84" ZE 1 Door Sweep 39A 36" ZE 1 Threshold 566A 36" ZE 3 Door Silencer SR64 GRY IV CYLINDER DOGGING TO REMAIN AT THIS DOOR OVERHEAD STOP DocuSign Envelope ID: 97A9508F-537F-4A89-96AD-A82F9ABD3708 Waterstone Fire Dept and EMS 305096 Feb 11, 2022 1:57 PM Page 7 of 57 Heading #02.2 (Set #02) 1 Single Door #214 Exterior FROM Corridor 214 110° RHR 1 Single Door #300B Exterior FROM Apparatus Bays 300 110° RHR Opening Description: 3' 0" x 7' 0" x 1 3/4" x HMD Type E x HMF Type 12(F-4) (300B) 3' 0" x 7' 0" x 1 3/4" x HMD Type F x HMF Type 13(F-4) (214) 6 Hinge AB800 4 1/2 X 4 1/2 US26D HA 2 Exit Device LD 98L x 996L-R&V 03 RHR US26D VO 2 Rim Cylinder CR3000-058-6 L4 626 CR 2 Electric Strike Body 9600 630 HS 2 Closer 4040XP EDA AL LC 2 Wall Bumper WS401/402CVX US26D IV 2 Keypad by Security Contractor(By Others) KEYPAD BY SECURITY CONTRACTOR MISC 2 Weatherstrip 328AA 1 x 36" 2 x 84" ZE 2 Door Sweep 39A 36" ZE 2 Threshold 566A 36" ZE 6 Door Silencer SR64 GRY IV Heading #03 (Set #03) 1 Single Door #101 Corridor 116 to Office 101 90° RH 1 Single Door #213 Corridor 214 to Office 213 180° LH Opening Description: 3' 0" x 7' 0" x 1 3/4" x WD Type B x HMF Type 6(F-5) 6 Hinge AB700 4 1/2 X 4 1/2 US26D HA 1 Mortise Lockset L9050L 03A RH 626 SC 1 Mortise Lockset L9050L 03A LH 626 SC 2 Mortise Cylinder CR1000-118-A06-6 L4 626 CR 2 Wall Bumper WS401/402CVX US26D IV 6 Door Silencer SR64 GRY IV Heading #03.1 (Set #03) 1 Single Door #301A FD Mezzanine 301 FROM Apparatus Bays 300 180° RHR Opening Description: 3' 0" x 3' 8" x 1 3/4" x HMD Type I x HMF Type 15(F-6) 2 Hinge AB700 4 1/2 X 4 1/2 US26D HA 1 Mortise Lockset L9010 03A RHR 626 SC 1 Wall Bumper WS401/402CVX US26D IV 2 Door Silencer SR64 GRY IV WHY LESS DOGGING AT THIS DOOR? SOME DOORS HAVE NO DOGGING NOTED AND SOME HAVE LESS DOGGING? OVERHEAD STOP DocuSign Envelope ID: 97A9508F-537F-4A89-96AD-A82F9ABD3708 Waterstone Fire Dept and EMS 305096 Feb 11, 2022 1:57 PM Page 8 of 57 Heading #03.2 (Set #03) 1 Single Door #302 Apparatus Bays 300 to EMS Mezzanine 302 180° LH Opening Description: 3' 6" x 7' 0" x 1 3/4" x HMD Type G x HMF Type 10(F-5) 3 Hinge AB750 4 1/2 X 4 1/2 US26D HA 1 Mortise Lockset L9070L 03A LH 626 SC 1 Mortise Cylinder CR1000-118-A06-6 L4 626 CR 1 Wall Bumper WS401/402CVX US26D IV 3 Door Silencer SR64 GRY IV Heading #03.3 (Set #03) 1 Single Door #301B FD Mezzanine 301 to Roof 180° RH Opening Description: 3' 0" x 7' 0" x 1 3/4" x HMD Type J x HMF Type 16(F-6) 3 Hinge AB700 4 1/2 X 4 1/2 US26D HA 1 Mortise Lockset L9466L 03A RH 626 SC 1 Mortise Cylinder CR1000-118-A06-6 L4 626 CR 1 Mortise Cylinder CR1000-118-A06-6 KEYWAY - L4 626 CR 1 Wall Bumper WS401/402CVX US26D IV 3 Door Silencer SR64 GRY IV Heading #03.4 (Set #03) 1 Single Door #302A EMS Mezzanine 302 to Roof 180° RH Opening Description: 3' 0" x 4' 9" x 1 3/4" x HMD Type K x HMF Type 14(F-9) 2 Hinge AB700 4 1/2 X 4 1/2 US26D HA 1 Mortise Lockset L9466L 03A RH 626 SC 1 Mortise Cylinder CR1000-118-A06-6 L4 626 CR 1 Mortise Cylinder CR1000-118-A06-6 KEYWAY - L4 626 CR 1 Wall Bumper WS401/402CVX US26D IV 3 Door Silencer SR64 GRY IV Heading #03A (Set #03A) 1 Pair Doors #301 Apparatus Bays 300 to FD Mezzanine 301 110° RHA Opening Description: 2 - 3' 0" x 7' 0" x 1 3/4" x HMD Type E/E x HMF Type 10(F-5) 6 Hinge AB700 4 1/2 X 4 1/2 US26D HA 2 Flush Bolt FB457 US26D IV 1 Strike DP2 US26D IV 1 Mortise Lockset L9070L 03A RH 626 SC 1 Mortise Cylinder CR1000-118-A06-6 L4 626 CR 2 Overhead Stop 904S US32D GL 2 Door Silencer SR64 GRY IV AB850 TO BE VERIFIED WHY 2 CYLINDERS? WEATHERSTRIPPING, THRESHOLD AND SWEEP AT THIS DOOR TO BE VERIFIED F-8 WEATHERSTRIPPING, THRESHOLD AND SWEEP AT THIS DOOR DocuSign Envelope ID: 97A9508F-537F-4A89-96AD-A82F9ABD3708 Waterstone Fire Dept and EMS 305096 Feb 11, 2022 1:57 PM Page 9 of 57 Heading #04 (Set #04) 1 Single Door #119 Apparatus Bays 300 FROM Bay Vestibule 2 119 110° LHR Opening Description: 3' 6" x 7' 0" x 1 3/4" x HMD Type G x HMF Type 10(F-5) 3 Hinge AB850 4 1/2 X 4 1/2 US26D HA 1 Exit Device 98L-BE x 996L-BE-R&V 03 48" LHR US26D VO 1 Closer 4040XP CUSH AL LC 3 Door Silencer SR64 GRY IV Heading #04.1 (Set #04) 1 Single Door #209A Apparatus Bays 300 to Laundry Room (Decon) 210 90° LH Opening Description: 3' 6" x 7' 0" x 1 3/4" x HMD Type G x HMF Type 10(F-5) 3 Hinge AB850 4 1/2 X 4 1/2 US26D HA 1 Mortise Lockset L9040 03A L283-722 LH 626 SC 1 Closer 4040XP REGARM AL LC 1 Wall Bumper WS401/402CVX US26D IV 1 Door Seal 188SBK 210" ZE 1 Door Sweep 39A 42" ZE 1 Threshold 566A 42" ZE Heading #04.2 (Set #04) 1 Single Door #120 Apparatus Bays 300 FROM Bay Vestibule 1 120 110° LHR Opening Description: 3' 6" x 7' 0" x 1 3/4" x HMD Type E x HMF Type 10(F-5) 3 Hinge AB850 4 1/2 X 4 1/2 US26D HA 1 Exit Device 98L x 996L-R&V 03 48" LHR US26D VO 1 Rim Cylinder CR3000-058-6 L4 626 CR 1 Electric Strike Body 9600 630 HS 1 Closer 4040XP CUSH AL LC 1 Keypad by Security Contractor(By Others) KEYPAD BY SECURITY CONTRACTOR MISC 3 Door Silencer SR64 GRY IV Heading #04.3 (Set #04) 1 Single Door #116 Bay Vestibule 1 120 FROM Corridor 116 90° LHR Opening Description: 3' 0" x 7' 0" x 1 3/4" x HMD Type G x HMF Type 9(F-5) 3 Hinge AB700 4 1/2 X 4 1/2 US26D HA 1 Exit Device 98L-BE x 996L-BE-R&V 03 LHR US26D VO 1 Closer 4040XP REGARM AL LC 1 Wall Bumper WS401/402CVX US26D IV 3 Door Silencer SR64 GRY IV OH STOP OH STOP G E DocuSign Envelope ID: 97A9508F-537F-4A89-96AD-A82F9ABD3708 Waterstone Fire Dept and EMS 305096 Feb 11, 2022 1:57 PM Page 10 of 57 Heading #04.4 (Set #04) 1 Single Door #117 Bay Vestibule 2 119 FROM Corridor 116 90° LHR Opening Description: 3' 6" x 7' 0" x 1 3/4" x HMD Type G x HMF Type 9(F-5) 3 Hinge AB750 4 1/2 X 4 1/2 US26D HA 1 Exit Device 98L x 996L-R&V 03 48" LHR US26D VO 1 Rim Cylinder CR3000-058-6 L4 626 CR 1 Electric Strike Body 9600 630 HS 1 Closer 4040XP REGARM AL LC 1 Wall Bumper WS401/402CVX US26D IV 1 Keypad by Security Contractor(By Others) KEYPAD BY SECURITY CONTRACTOR MISC 3 Door Silencer SR64 GRY IV Heading #04.5 (Set #04) 1 Single Door #215A Bay Vestibule 215 FROM Corridor 214 90° RHR Opening Description: 3' 6" x 7' 0" x 1 3/4" x HMD Type G x HMF Type 9(F-5) 3 Hinge AB750 4 1/2 X 4 1/2 US26D HA 1 Exit Device LD 98L x 996L-R&V 03 48" RHR US26D VO 1 Rim Cylinder CR3000-058-6 L4 626 CR 1 Electric Strike Body 9600 630 HS 1 Closer 4040XP REGARM AL LC 1 Wall Bumper WS401/402CVX US26D IV 1 Keypad by Security Contractor(By Others) KEYPAD BY SECURITY CONTRACTOR MISC 3 Door Silencer SR64 GRY IV Heading #04.6 (Set #04) 1 Single Door #215 Apparatus Bays 300 FROM Bay Vestibule 215 110° RHR Opening Description: 3' 6" x 7' 0" x 1 3/4" x HMD Type G x HMF Type 10(F-5) 3 Hinge AB850 4 1/2 X 4 1/2 US26D HA 1 Exit Device LD 98L-BE x 996L-BE-R&V 03 48" RHR US26D VO 1 Closer 4040XP CUSH AL LC 3 Door Silencer SR64 GRY IV EAB850 ? OH STOP DocuSign Envelope ID: 97A9508F-537F-4A89-96AD-A82F9ABD3708 Waterstone Fire Dept and EMS 305096 Feb 11, 2022 1:57 PM Page 11 of 57 Heading #05 (Set #05) 1 Single Door #204 Corridor 214 to Sleep Room 204 90° RH 1 Single Door #205 Corridor 214 to Sleep Room 205 90° LH 1 Single Door #206 Corridor 214 to Indvidual Sleep Room 206 90° RH 1 Single Door #207 Corridor 214 to Indvidual Sleep Room 207 90° RH Opening Description: 3' 0" x 7' 0" x 1 3/4" x WD Type C x HMF Type 6(F-5) x 60 MIN 12 Hinge AB700 4 1/2 X 4 1/2 US26D HA 3 Mortise Lockset L9040 03A L283-722 RH 626 SC 1 Mortise Lockset L9040 03A L283-722 LH 626 SC 4 Closer 4040XP REGARM AL LC 4 Wall Bumper WS401/402CVX US26D IV 4 Door Seal 188SBK 204" ZE Heading #06 (Set #06) 1 Single Door #106 Corridor 116 to Toilet/Shower Room 106 90° RH 1 Single Door #109 Corridor 118 to Toilet/Shower Room 109 90° LH 1 Single Door #110 Corridor 118 to Toilet/Shower Room 110 90° RH 1 Single Door #201 Lobby 200 to Toilet 201 90° RH 1 Single Door #208 Corridor 214 to Toilet/Shower Room 208 90° RH 1 Single Door #209 Corridor 214 to Toilet/Shower Room 209 90° LH Opening Description: 3' 0" x 7' 0" x 1 3/4" x WD Type C x HMF Type 7(F-5) 18 Hinge AB700 4 1/2 X 4 1/2 US26D HA 4 Mortise Lockset L9040 03A L283-722 RH 626 SC 2 Mortise Lockset L9040 03A L283-722 LH 626 SC 6 Closer 4040XP REGARM AL LC 6 Wall Bumper WS401/402CVX US26D IV 18 Door Silencer SR64 GRY IV Heading #07 (Set #07) 1 Single Door #104 Corridor 116 to Electrical Room 104 90° LH Opening Description: 3' 0" x 7' 0" x 1 3/4" x WD Type C x HMF Type 6(F-5) 3 Hinge AB700 4 1/2 X 4 1/2 US26D HA 1 Mortise Lockset L9070L 03A LH 626 SC 1 Mortise Cylinder CR1000-118-A06-6 L4 626 CR 1 Wall Bumper WS401/402CVX US26D IV 3 Door Silencer SR64 GRY IV DocuSign Envelope ID: 97A9508F-537F-4A89-96AD-A82F9ABD3708 Waterstone Fire Dept and EMS 305096 Feb 11, 2022 1:57 PM Page 12 of 57 Heading #07.1 (Set #07) 1 Single Door #202 Corridor 214 to IT Closet 202 90° RH 1 Single Door #212 Corridor 214 to Mech/Elec Room 212 90° LH Opening Description: 3' 0" x 7' 0" x 1 3/4" x WD Type C x HMF Type 6(F-5) 6 Hinge AB700 4 1/2 X 4 1/2 US26D HA 1 Mortise Lockset L9080L 03A LH 626 SC 1 Mortise Lockset L9080L 03A RH 626 SC 2 Mortise Cylinder CR1000-118-A06-6 L4 626 CR 2 Wall Bumper WS401/402CVX US26D IV 6 Door Silencer SR64 GRY IV Heading #08 (Set #08) 1 Pair Doors #113 Apparatus Bays 300 FROM Tool Room 113 110° RHRA Opening Description: 2 - 3' 0" x 7' 0" x 1 3/4" x HMD Type E/E x HMF Type 10(F-5) 6 Swing Clear Hinge BB1260 4 1/2 US26D HA 2 Flush Bolt FB457 US26D IV 1 Pushbutton Lockset LR1011-26D-41 LH KA01 2 Overhead Stop 904S US32D GL 1 Strike DP2 US26D IV 2 Door Silencer SR64 GRY IV Heading #09 (Set #09) 1 Single Door #105 Corridor 116 to Captains Bunk Room 105 90° RH 1 Single Door #107 Corridor 118 to Bunk Room 107 90° RH Opening Description: 3' 0" x 7' 0" x 1 3/4" x WD Type C x HMF Type 6(F-5) x 60 MIN 6 Hinge AB700 4 1/2 X 4 1/2 US26D HA 2 Mortise Lockset L9040 03A L283-722 RH 626 SC 2 Closer 4040XP REGARM AL LC 2 Wall Bumper WS401/402CVX US26D IV 2 Door Seal 188SBK 204" ZE DocuSign Envelope ID: 97A9508F-537F-4A89-96AD-A82F9ABD3708 Waterstone Fire Dept and EMS 305096 Feb 11, 2022 1:57 PM Page 13 of 57 Heading #10 (Set #10) 1 Single Door #114A Bay Vestibule 1 120 to Decon Room 114 90° LH Opening Description: 3' 0" x 7' 0" x 1 3/4" x HMD Type E x HMF Type 8(F-5) 3 Hinge AB700 4 1/2 X 4 1/2 US26D HA 1 Mortise Lockset L9080L 03A LH 626 SC 1 Mortise Cylinder CR1000-118-A06-6 L4 626 CR 1 Electric Strike 1006CLB 630 HS 1 Closer 4040XP REGARM AL LC 1 Wall Bumper WS401/402CVX US26D IV 1 Keypad by Security Contractor(By Others) KEYPAD BY SECURITY CONTRACTOR MISC 3 Door Silencer SR64 GRY IV 1 Door Seal 188SBK 204" ZE 1 Door Sweep 39A 36" ZE 1 Threshold 566A 36" ZE Heading #10.1 (Set #10) 1 Single Door #114 Apparatus Bays 300 to Decon Room 114 90° LH Opening Description: 3' 6" x 7' 0" x 1 3/4" x HMD Type G x HMF Type 10(F-5) 3 Hinge AB850 4 1/2 X 4 1/2 US26D HA 1 Pushbutton Lockset LL1011-26D-41 LH KA01 1 Closer 4040XP REGARM AL LC 1 Wall Bumper WS401/402CVX US26D IV 1 Door Sweep 39A 42" ZE 1 Threshold 566A 42" ZE 1 Door Seal 188SBK 210" ZE Heading #10.2 (Set #10) 1 Single Door #210 Bay Vestibule 215 to Laundry Room (Decon) 210 90° RH Opening Description: 3' 0" x 7' 0" x 1 3/4" x HMD Type G x HMF Type 8(F-5) 3 Hinge AB700 4 1/2 X 4 1/2 US26D HA 1 Mortise Lockset L9040 03A L283-722 RH 626 SC 1 Closer 4040XP REGARM AL LC 1 Wall Bumper WS401/402CVX US26D IV 3 Door Silencer SR64 GRY IV 1 Door Seal 188SBK 204" ZE 1 Door Sweep 39A 36" ZE 1 Threshold 566A 36" ZE E DocuSign Envelope ID: 97A9508F-537F-4A89-96AD-A82F9ABD3708 Waterstone Fire Dept and EMS 305096 Feb 11, 2022 1:57 PM Page 14 of 57 Heading #10.3 (Set #10) 1 Single Door #211 Apparatus Bays 300 to General Storage 211 90° LH Opening Description: 3' 0" x 7' 0" x 1 3/4" x HMD Type F x HMF Type 10(F-5) 3 Hinge AB700 4 1/2 X 4 1/2 US26D HA 1 Mortise Lockset L9080L 03A LH 626 SC 1 Mortise Cylinder CR1000-118-A06-6 L4 626 CR 1 Electric Strike 1006CLB 630 HS 1 Closer 4040XP REGARM AL LC 1 Wall Bumper WS401/402CVX US26D IV 1 Keypad by Security Contractor(By Others) KEYPAD BY SECURITY CONTRACTOR MISC 3 Door Silencer SR64 GRY IV Heading #11 (Set #11) 1 Single Door #115 Apparatus Bays 300 to Turn- Out Gear Room 115 90° RH Opening Description: 3' 0" x 7' 0" x 1 3/4" x HMD Type E x HMF Type 10(F-5) 3 Hinge AB700 4 1/2 X 4 1/2 US26D HA 1 Mortise Lockset L9010 03A RH 626 SC 1 Closer 4040XP REGARM AL LC 1 Wall Bumper WS401/402CVX US26D IV 3 Door Silencer SR64 GRY IV Heading #11.1 (Set #11) 1 Single Door #108 Corridor 118 FROM Janitor Closet 108 90° RHR 1 Single Door #121 Office 101 FROM IT 121 90° RHR Opening Description: 3' 0" x 7' 0" x 1 3/4" x WD Type C x HMF Type 6(F-5) (108) 3' 0" x 7' 0" x 1 3/4" x WD Type C x HMF Type 6(F-5) x 120 MIN (121) 6 Hinge AB700 4 1/2 X 4 1/2 US26D HA 2 Mortise Lockset L9010 03A RHR 626 SC 2 Closer 4040XP EDA AL LC 2 Wall Bumper WS401/402CVX US26D IV 6 Door Silencer SR64 GRY IV Heading #11.2 (Set #11) 1 Single Door #111 Bay Vestibule 2 119 to Exercise Room 111 90° RH Opening Description: 3' 6" x 7' 0" x 1 3/4" x HMD Type H x HMF Type 8(F-5) 3 Hinge AB750 4 1/2 X 4 1/2 US26D HA 1 Mortise Lockset L9010 03A RH 626 SC 1 Closer 4040XP REGARM AL LC 1 Wall Bumper WS401/402CVX US26D IV 3 Door Silencer SR64 GRY IV AB850 DocuSign Envelope ID: 97A9508F-537F-4A89-96AD-A82F9ABD3708 Waterstone Fire Dept and EMS 305096 Feb 11, 2022 1:57 PM Page 15 of 57 Heading #BL (Set #BL) 1 Single Door #W8 Corridor 116 to/from Exercise Room 111 1 Single Door #W9 Apparatus Bays 300 to/from Exercise Room 111 Opening Description: 3' 4" x 4' 0" x HMF Type W8 (W8) 3' 4" x 4' 0" x HMF Type W9 (W9) Heading #BL (Set #BL) 1 Single Door #W8 Corridor 116 to/from Exercise Room 111 1 Single Door #W9 Apparatus Bays 300 to/from Exercise Room 111 Opening Description: 3' 0" x 4' 0" x HMF Type W8 (W8) 3' 0" x 4' 0" x HMF Type W9 (W9) QTY=3 add: - pass-thru at FD office 101 to vestibule 100 - pass-thru at EMS office 213 to lobby 200 @ sheet 7.24 @ sheet 7.24 **The below note was taken from the original returned submittal, please note that these (2) windows and the noted elevations on on sheet 7.24 indicate aluminum frame style windows and we are not providing aluminum doors, or frames, only specific hardware as noted in the hardware sets. We are only providing the HM windows as noted in the locations above. 3 DocuSign Envelope ID: 97A9508F-537F-4A89-96AD-A82F9ABD3708 Waterstone Fire Dept and EMS 305096 Feb 11, 2022 1:57 PM Page 21 of 57 Image Reference: HABB1260_PROD DocuSign Envelope ID: 97A9508F-537F-4A89-96AD-A82F9ABD3708 Waterstone Fire Dept and EMS 305096 Feb 11, 2022 1:57 PM Page 22 of 57 Image Reference: HATHREE_KNUCKLE_AB700_SPEC DocuSign Envelope ID: 97A9508F-537F-4A89-96AD-A82F9ABD3708 Waterstone Fire Dept and EMS 305096 Feb 11, 2022 1:57 PM Page 23 of 57 Image Reference: HATHREE_KNUCKLE_AB750_SPEC DocuSign Envelope ID: 97A9508F-537F-4A89-96AD-A82F9ABD3708 Waterstone Fire Dept and EMS 305096 Feb 11, 2022 1:57 PM Page 24 of 57 Image Reference: HATHREE_KNUCKLE_AB800_SPEC DocuSign Envelope ID: 97A9508F-537F-4A89-96AD-A82F9ABD3708 Waterstone Fire Dept and EMS 305096 Feb 11, 2022 1:57 PM Page 25 of 57 Image Reference: HATHREE_KNUCKLE_AB850_SPEC DocuSign Envelope ID: 97A9508F-537F-4A89-96AD-A82F9ABD3708 Waterstone Fire Dept and EMS 305096 Feb 11, 2022 1:57 PM Page 36 of 57 Image Reference: SCL_SERIES_03_LEVER DocuSign Envelope ID: 97A9508F-537F-4A89-96AD-A82F9ABD3708 DocuSign Envelope ID: 97A9508F-537F-4A89-96AD-A82F9ABD3708 DocuSign Envelope ID: 97A9508F-537F-4A89-96AD-A82F9ABD3708 DocuSign Envelope ID: 97A9508F-537F-4A89-96AD-A82F9ABD3708 DocuSign Envelope ID: 97A9508F-537F-4A89-96AD-A82F9ABD3708 DocuSign Envelope ID: 97A9508F-537F-4A89-96AD-A82F9ABD3708 DocuSign Envelope ID: 97A9508F-537F-4A89-96AD-A82F9ABD3708 DocuSign Envelope ID: 97A9508F-537F-4A89-96AD-A82F9ABD3708 Waterstone Fire Dept and EMS 305096 Feb 11, 2022 1:57 PM Page 38 of 57 Image Reference: SCL283_CHART DocuSign Envelope ID: 97A9508F-537F-4A89-96AD-A82F9ABD3708 Simplex ® L1000 Features Access Control Mechanical pushbutton lock—eliminates problems and costs associated with issuing, controlling, and collecting keys and cards. Provides exterior access by combination, while allowing free egress No Battery Fully mechanical lock eliminates the material and labor expense of battery replacements Number of Codes Single access code—one easy-to-manage code for all users Programming Lock is easily programmed via keypad without removing lock from the door Handing Factory-handed; not field reversible Key Override (Optional) Small format interchangeable cores, large format removable cores Operation Modes • Pushbutton Access • Passage (select models)—allows access without using the lock entry code. Feature activated from the inside with a thumbturn or key (included with all passage feature models). • Privacy (select models)—disables the lock from the inside so that the entry code cannot be used to gain access. Access is permitted using the key override only when in this mode. Economical A cost effective access control solution DocuSign Envelope ID: 97A9508F-537F-4A89-96AD-A82F9ABD3708 Kaba Access & Data Systems Americas Winston-Salem NC 27105 1-800-849-8324 www.kaba-adsamericas.com KAA1350 0316 Mechanical Features Construction Heavy-duty cylindrical lock housing with cast front housing, unified trim plate, and fixed ADA-compliant levers Locking Device Cylindrical latch with 3-hour UL/ULC fire rating on “A” labeled doors Numeric Keypad Vandal resistant, solid metal pushbuttons Handing Factory-handed; not field reversible Standard Finishes Satin Chrome 26D (626), Antique Brass 05 (609) Optional Finishes Bright Brass 03 (605), Bright Chrome 026 (625) Backset 2 ¾" (70 mm), 2 ⅜" (60 mm) Latch ½" (13 mm) throw latch, ¾" (19 mm) throw latch (optional) Minimum Stile Recommended 5" (127 mm) Weight 8.25 lbs. (3.7 kg) Strike Standard strike plate; ASA strike plate Key Override Interchangeable Cores Small format—Best and equivalents (6 or 7-pin length); core not included Removable Cores Large format—Medeco/ASSA/Yale/Abloy (5 or 6-pin length); Corbin Russwin (6-pin length); Schlage, and Sargent; core not included Installation Door Preparation Easily installs on wood or metal doors. ASA 161 door preparation with additional through holes. Door Thickness Pre-assembled to accommodate 1 ⅝" (41mm) to 1 ⅞" (48mm) doors. Hardware included to cover door thickness applications:1 ⅜" (35mm) to 1½" (38mm), 2" (51mm) to 2 ¼" (57mm) Certification and Testing Accessibility Standard Americans with Disabilities Act (ADA); fixed ADA-compliant levers Durability D.O.D. Compliant 5220.22M for supplemental access control; weather resistant Fire Rating 3-hour UL/ULC fire rating for “A” labeled doors Warranty Warranty 3-year warranty Exterior Side 3 13⁄16" (97 mm) 2 ⅜" (60 mm) Interior 9" (229 mm) 3 ¼" (83 mm) Exterior 3 ⅛" (79 mm) 1 2 3 4 57 ⅜" (187 mm) Latch ½" (13 mm) 1 15⁄16" (49 mm) • Combination Entry • Interior Combination Change Model L101x • Combination Entry • Key Override (not supplied) • Interior Combination Change Model L102x • Combination Entry • Interior Combination Change • Passage Model L103x • Combination Entry • Key Override (not supplied) • Interior Combination Change • Privacy (lockout) available on key override models only Model L1076 • Combination Entry • Key Override (not supplied) • Interior Combination Change • Passage Model L104x DocuSign Envelope ID: 97A9508F-537F-4A89-96AD-A82F9ABD3708 Waterstone Fire Dept and EMS 305096 Feb 11, 2022 1:57 PM Page 41 of 57 Image Reference: VO98_99_SPEC DocuSign Envelope ID: 97A9508F-537F-4A89-96AD-A82F9ABD3708 Waterstone Fire Dept and EMS 305096 Feb 11, 2022 1:57 PM Page 39 of 57 Image Reference: VO110NL_MD DocuSign Envelope ID: 97A9508F-537F-4A89-96AD-A82F9ABD3708 Waterstone Fire Dept and EMS 305096 Feb 11, 2022 1:57 PM Page 40 of 57 Image Reference: VO98_99_996L_R_V_TRIM DocuSign Envelope ID: 97A9508F-537F-4A89-96AD-A82F9ABD3708 Waterstone Fire Dept and EMS 305096 Feb 11, 2022 1:57 PM Page 42 of 57 Image Reference: VOCYL-DOG DocuSign Envelope ID: 97A9508F-537F-4A89-96AD-A82F9ABD3708 Waterstone Fire Dept and EMS 305096 Feb 11, 2022 1:57 PM Page 43 of 57 Image Reference: VOLever-03 DocuSign Envelope ID: 97A9508F-537F-4A89-96AD-A82F9ABD3708 Waterstone Fire Dept and EMS 305096 Feb 11, 2022 1:57 PM Page 16 of 57 Image Reference: CR1000 DocuSign Envelope ID: 97A9508F-537F-4A89-96AD-A82F9ABD3708 Waterstone Fire Dept and EMS 305096 Feb 11, 2022 1:57 PM Page 17 of 57 Image Reference: CRCR3000 DocuSign Envelope ID: 97A9508F-537F-4A89-96AD-A82F9ABD3708 Waterstone Fire Dept and EMS 305096 Feb 11, 2022 1:57 PM Page 18 of 57 Image Reference: CRCYL_CAMS DocuSign Envelope ID: 97A9508F-537F-4A89-96AD-A82F9ABD3708 Waterstone Fire Dept and EMS 305096 Feb 11, 2022 1:57 PM Page 19 of 57 Image Reference: CRCYL_ORDER DocuSign Envelope ID: 97A9508F-537F-4A89-96AD-A82F9ABD3708 Waterstone Fire Dept and EMS 305096 Feb 11, 2022 1:57 PM Page 32 of 57 Image Reference: LC4040XP_CUSH_MNT_DIMS DocuSign Envelope ID: 97A9508F-537F-4A89-96AD-A82F9ABD3708 Waterstone Fire Dept and EMS 305096 Feb 11, 2022 1:57 PM Page 33 of 57 Image Reference: LC4040XP_EDA_MNT_DIMS DocuSign Envelope ID: 97A9508F-537F-4A89-96AD-A82F9ABD3708 Waterstone Fire Dept and EMS 305096 Feb 11, 2022 1:57 PM Page 34 of 57 Image Reference: LC4040XP_HINGE_PULLSIDE_DIMS DocuSign Envelope ID: 97A9508F-537F-4A89-96AD-A82F9ABD3708 Waterstone Fire Dept and EMS 305096 Feb 11, 2022 1:57 PM Page 35 of 57 Image Reference: LC4040XP_spec DocuSign Envelope ID: 97A9508F-537F-4A89-96AD-A82F9ABD3708 Waterstone Fire Dept and EMS 305096 Feb 11, 2022 1:57 PM Page 20 of 57 Image Reference: GL90_SERIES_SPEC DocuSign Envelope ID: 97A9508F-537F-4A89-96AD-A82F9ABD3708 Waterstone Fire Dept and EMS 305096 Feb 11, 2022 1:57 PM Page 29 of 57 Image Reference: IVDOOR_STOPS_WS402CVX DocuSign Envelope ID: 97A9508F-537F-4A89-96AD-A82F9ABD3708 Waterstone Fire Dept and EMS 305096 Feb 11, 2022 1:57 PM Page 30 of 57 Image Reference: IVFLUSHBOLTS_COORDINATORS_DP2 DocuSign Envelope ID: 97A9508F-537F-4A89-96AD-A82F9ABD3708 Waterstone Fire Dept and EMS 305096 Feb 11, 2022 1:57 PM Page 31 of 57 Image Reference: IVFLUSHBOLTS_COORDINATORS_FB457 DocuSign Envelope ID: 97A9508F-537F-4A89-96AD-A82F9ABD3708 Waterstone Fire Dept and EMS 305096 Feb 11, 2022 1:57 PM Page 44 of 57 Image Reference: ZE566_THRESHOLD DocuSign Envelope ID: 97A9508F-537F-4A89-96AD-A82F9ABD3708 Waterstone Fire Dept and EMS 305096 Feb 11, 2022 1:57 PM Page 45 of 57 Image Reference: ZEPERIMETER_SEAL_328 DocuSign Envelope ID: 97A9508F-537F-4A89-96AD-A82F9ABD3708 Waterstone Fire Dept and EMS 305096 Feb 11, 2022 1:57 PM Page 46 of 57 Image Reference: ZEPERIMETER_SEAL_39 DocuSign Envelope ID: 97A9508F-537F-4A89-96AD-A82F9ABD3708 Waterstone Fire Dept and EMS 305096 Feb 11, 2022 1:57 PM Page 47 of 57 Image Reference: ZEWEATHERSTRIP_SELFADHESIVE_188S_188FS_188BIO DocuSign Envelope ID: 97A9508F-537F-4A89-96AD-A82F9ABD3708 Waterstone Fire Dept and EMS 305096 Feb 11, 2022 1:57 PM Page 28 of 57 Image Reference: IVDOOR_STOPS_SR64 DocuSign Envelope ID: 97A9508F-537F-4A89-96AD-A82F9ABD3708 Waterstone Fire Dept and EMS 305096 Feb 11, 2022 1:57 PM Page 27 of 57 Image Reference: HS9600_SPEC DocuSign Envelope ID: 97A9508F-537F-4A89-96AD-A82F9ABD3708 Waterstone Fire Dept and EMS 305096 Feb 11, 2022 1:57 PM Page 26 of 57 Image Reference: HS1006CLB_KIT DocuSign Envelope ID: 97A9508F-537F-4A89-96AD-A82F9ABD3708 COVER SHEETAPP. DWG. NO.1 Rev. 7/01PRINTED IN U.S.A.9017 BLUE ASH ROAD CINCINNATI, OHIO 45242DOOR HANDING CHARTSINGLE DOORS PAIRS OF DOORSJOBLOCATIONARCHITECTCONTRACTORDRAWN BYSHEET OFREVISION DATE DISTRIBUTORSTEEL DOORS AND FRAMESKKKKKKKK©2001All Rights ReservedINSIDEINSIDEINSIDE INSIDERHRight HandRHRBRight HandReverse BevelLHRBLeft HandReverse BevelINSIDELHLeft HandINSIDEDRHRRight Hand Reverse Bevel ActiveINSIDEDRRight Hand ActiveDLLeft Hand ActiveINSIDEDLHRLeft Hand Reverse Bevel ActiveINSIDE1032 Rushwood CourtLexington, KY 405114500 Green Point Dr, Suite 105Greensboro, NC 27410DocuSign Envelope ID: 97A9508F-537F-4A89-96AD-A82F9ABD3708 ©2002All Rights ReservedAPP. DWG. NO.2 Rev. 7/01PRINTED IN U.S.A.GENERAL INFORMATION AND NOTESDATE DRAWN BYSHEET – OF –DOOR OR FRAME SERIES AND GAGE DESIGNATIONF18, 16, 14, 12 = 2" FACE FLUSH FRAME, 18, 16, 14, OR 12 GA.FN18, 16, 14 = 1" FACE FLUSH FRAME, 18, 16, 14 GA.FE16, 14 = DOUBLE EGRESS FRAME 16, 14 GA.DE16, 14 = DOUBLE EGRESS FRAME 16, 14 GA.FS16 = STAINLESS STEEL FLUSH FRAME 16 GA.DW18, 16 = DRYWALL FRAME 18, 16 GA.K18, 16 = EASY SET DRYWALL FRAME 18, 16 GA.MU18, 16 = MULTI-USE FRAME 18, 16 GA.*L20, 18, 16, 14 =FLUSH DOOR 20, 18, 16, 14 GA.*B18, 16, 14 = STEEL STIFFENED FLUSH DOOR 18, 16, 14 GA.*T20, 18, 16, 14 =TEMPERATURE RISE FLUSH DOOR 20, 18, 16, 14 GA.CE20, 18, 16 = EMBOSSED PANEL DOOR 20, 18, 16 GA.A16 = STILE AND RAIL DOOR 16 GA.AN16 = NARROW STILE AND RAIL DOOR 16 GA.S16 = STILE AND RAIL FLUSH PANEL DOOR 16 GA.LS18 = STAINLESS STEEL FLUSH DOOR 18 GA.FP14, PW14 = PALADIN STORM RESISTANT*LF, BF, TF DESIGNATES EDGE SEAM FILLED DOOR*LW, BW, TW DESIGNATES EDGE SEAM WELDEDABBREVIATIONS DOOR TYPESABO = ALUMINUM BY OTHERS F = FLUSH DOORB/L = BORROWED LITE FG = FULL GLASSCIF = CHANNEL IRON FRAME G = HALF GLASSCO = CASED OPENING G2-G4 = HALF GLASS DIVIDED INTO SMALL LITESD = DOUBLE (PAIR) V = VISION LITEDA = DOUBLE ACTING (SINGLE) N = NARROW LITEKD = KNOCKED DOWN N3= NARROW LITE (3 X 33)NIC = NOT IN CONTRACT N4= NARROW LITE (4 X 25)S/L = SIDELITE N5= NARROW LITE (5 X 20)T = TRANSOM LNL = LONG NARROW LITETFW/OTB = TRANSOM FRAME WITHOUT TRANSOM BART/S = TRANSOM SIDELITEWBO = WOOD BY OTHERS4 = 1-3/4" THICK DOORA1GENERAL NOTES:1. These shop drawings were prepared for ______________________________________________________________use only. Other suppliers using these drawings for their products do so at their own risk.2. Material shown on these drawings will be fabricated only after formal approval by the architect, receipt of approved hardware schedule and all necessary hardware templates.3. Doors and frames will be reinforced for surface mounted hardware as required. Drilling and tapping for attaching of surface mounted hardware by others. Doors and frames will be prepared and reinforced for mortised hardware. Holes for this hardware will be drilled and tapped at the factory except for trim mounting holes and thru bolt holes.4. All doors and frames will be phosphatized and receive one coat of bake on prime paint.5. All frames are supplied_______________________________________________________________________________________________________________________________6. All frames will be supplied with jamb and base anchors as shown.7. All frames will be furnished with three rubber bumpers per strike jamb for single frames or two per head for double frames. Bumpers are omitted when PS074 weather stripping is furnished.8. Glass, glazing and installation of glass by others. Use glass cutting sizes shown in Steelcraft Specification Manual for standard doors. Use field dimensions for all other glass cutting sizes.9. All frames in masonry construction to be filled with grout. If anti-freeze additives are used in the mortar, the inside of the jamb members shall be coated with a bituminous asphalt material in the field, by the contractor.10. Unless otherwise indicated hardware will be furnished by____________________________________________________________________________________________________11. All doors and frames will be marked with ________________________________________________________________________________________________________________12. The hardware columns of the door and frame schedule sheets are for future shop fabrication purposes only and are determined after receipt of the approved hardware schedule furnished by the hardware contractor.13. The hardware locations indicated on the door and frame elevations are Steelcraft’s standard location for “standard type” hardware only. Other hardware, such as deadlocks, will be located at Steelcraft’s standard locations for that specific hardware. Panic exit devices will be located per the paper templates received.14. When steel doors or frames are used in conjunction with aluminum or structural steel products, it will be the responsibility of the General Contractor to coordinate hardware locations.SECTION OR DETAILSHEET NUMBERsubmittalfull profile weldedopening numberensure that frames are fully weldedFrames are fullyweldedDocuSign Envelope ID: 97A9508F-537F-4A89-96AD-A82F9ABD3708 Waterstone Fire Dept and EMS 305096 Feb 11, 2022 1:57 PM Page 48 of 57 Door Frame Submittal Legend Manufacturer VT V-T Industries Wood Doors SF Steelcraft Door Description VT WD Wood Doors SF HMD Hollow Metal Door Door Series VT GPD V-T Premium Door SF L Steel Full Flush Door Gauge SF 14 14 Gauge Door 16 16 Gauge Door Door Thickness VT 1 3/4 1 3/4" Door SF 4 1 3/4" Thick Door or L Series Panel Door Material VT MBB Maple White PL SL Balance SF A60 A60 Galvanealed CRS Cold Rolled Steel Door Core VT EC5 Bonded Engineered Composite FD5-60 Bonded Fire Door 60M FD5-90 Bonded Fire Door 90M PC5 Bonded Particleboard SF STY Rigid Polystyrene Door Finish VT STD Standard Color Door Rating VT 60 60 Minute Fire Rating 90 90 Minute Fire Rating Door Label VT A Built-in-Seal - Positive Pressure Frame Description SF DBL Double 3 Sided Frame SGL Single 3 Sided Frame SL Sidelite Frame Frame Series SF F F Series Frame Frame Gauge SF 14 14 Gauge Frame 16 16 Gauge Frame Frame Construction SF WP Weld Profile - Die Miter Corners Frame Material SF A60 Galvanealed A60 CRS Cold Rolled Steel Frame Profile SF 4 1 3/4 Door Thickness Frame Head SF 4HD 4" Head Double 4HS 4" Head Single Frame Anchors SF MT6 6 Masonry T Anc No/Base Anc <=7'6" DocuSign Envelope ID: 97A9508F-537F-4A89-96AD-A82F9ABD3708 Waterstone Fire Dept and EMS 305096 Feb 11, 2022 1:57 PM Page 49 of 57 Frame Anchors US6 6 UNIV. Stud <9 5/8 No/Base <=7'6" Frame Label SF UL UL Label UL 90 UL 90 Min. Label DocuSign Envelope ID: 97A9508F-537F-4A89-96AD-A82F9ABD3708 Waterstone Fire Dept and EMS 305096 Feb 11, 2022 1:57 PM Page 50 of 57 Door Frame Submittal Opening Door Frame Opening Number Qty Hdw Hdg Hdw Set Rating Wall Cond Sill Leaf Size Mfg Arch Type Desc Thick Series Matl Core Ga/ Ply Edge Finish Elev Code Hand Size Mfg Arch Type Desc Matl Series Profile Ga Cons Jamb/ Throat Head Elev Code Anchor Hand Weld 101 1 03 03 3070 SF 6(F-5) SGL CRS F 4 16 WP 578 478 4HS F-5 US6 RH Corridor 116 to Office 101 104 1 07 07 3070 SF 6(F-5) SGL CRS F 4 16 WP 578 478 4HS F-5 US6 LH Corridor 116 to Electrical Room 104 105 1 09 09 60 MIN 3070 SF 6(F-5) SGL CRS F 4 16 WP 578 478 4HS F-5 US6 RH Corridor 116 to Captains Bunk Room 105 106 1 06 06 3070 SF 7(F-5) SGL CRS F 4 16 WP 638 538 4HS F-5 US6 RH Corridor 116 to Toilet/Shower Room 106 107 1 09 09 60 MIN 3070 SF 6(F-5) SGL CRS F 4 16 WP 578 478 4HS F-5 US6 RH Corridor 118 to Bunk Room 107 108 1 11.1 11 3070 SF 6(F-5) SGL CRS F 4 16 WP 578 478 4HS F-5 US6 LH Corridor 118 from Janitor Closet 108 109 1 06 06 3070 SF 7(F-5) SGL CRS F 4 16 WP 638 538 4HD F-5 US6 LH Corridor 118 to Toilet/Shower Room 109 110 1 06 06 3070 SF 7(F-5) SGL CRS F 4 16 WP 638 538 4HD F-5 US6 RH Corridor 118 to Toilet/Shower Room 110 111 1 11.2 11 3670 SF H HMD 4 L A60 STY 16 H RH 3670 SF 8(F-5) SGL A60 F 4 16 WP 834 734 4HS F-5 MT6 RH Bay Vestibule 2 119 to Exercise Room 111 113 1 08 08 3070 SF E/E HMD 4 L A60 STY 16 E/E RHR 6070 SF 10(F- 5) DBL A60 F 4 14 WP 2000 1900 4HS F-5 MT6 RHRA Apparatus Bays 300 from Tool Room 113 113 1 3070 SF E/E HMD 4 L A60 STY 16 E/E LHR 114 1 10.1 10 3670 SF G HMD 4 L A60 STY 14 G LH 3670 SF 10(F- 5) SGL A60 F 4 14 WP 2000 1900 4HS F-5 MT6 LH Apparatus Bays 300 to Decon Room 114 114A 1 10 10 3070 SF E HMD 4 L CRS STY 16 E LH 3070 SF 8(F-5) SGL CRS F 4 16 WP 834 734 4HS F-5 MT6 LH Bay Vestibule 1 120 to Decon Room 114 115 1 11 11 3070 SF E HMD 4 L A60 STY 14 E RH 3070 SF 10(F- 5) SGL A60 F 4 14 WP 2000 1900 4HS F-5 MT6 RH Apparatus Bays 300 to Turn-Out Gear Room 115 116 1 04.3 04 3070 SF G HMD 4 L CRS STY 16 G LHR 3070 SF 9(F-5) SGL CRS F 4 16 WP 1038 938 4HS F-5 MT6 RH Bay Vestibule 1 120 from Corridor 116 117 1 04.4 04 3670 SF G HMD 4 L CRS STY 16 G LHR 3670 SF 9(F-5) SGL CRS F 4 16 WP 1038 938 4HS F-5 MT6 RH Bay Vestibule 2 119 from Corridor 116 118 1 02.1 02 3070 SF F HMD 4 L A60 STY 14 F RHR 3070 SF 13(F- 4) SGL A60 F 4 14 WP 1600 1500 4HS F-4 LH Exterior from Corridor 118 119 1 04 04 3670 SF G HMD 4 L A60 STY 14 G LHR 3670 SF 10(F- 5) SGL A60 F 4 14 WP 2000 1900 4HS F-5 MT6 RH 1" leg on tile side 1" leg on tile side 1" leg on tile side 3'-6" Wide @ Door #116 MT6 3'-0" DOOR OKAY PER HARDWARE MEETING DocuSign Envelope ID: 97A9508F-537F-4A89-96AD-A82F9ABD3708 Waterstone Fire Dept and EMS 305096 Feb 11, 2022 1:57 PM Page 51 of 57 Opening Door Frame Opening Number Qty Hdw Hdg Hdw Set Rating Wall Cond Sill Leaf Size Mfg Arch Type Desc Thick Series Matl Core Ga/ Ply Edge Finish Elev Code Hand Size Mfg Arch Type Desc Matl Series Profile Ga Cons Jamb/ Throat Head Elev Code Anchor Hand Weld Apparatus Bays 300 from Bay Vestibule 2 119 120 1 04.2 04 3670 SF E HMD 4 L A60 STY 14 E LHR 3670 SF 10(F- 5) SGL A60 F 4 14 WP 2000 1900 4HS F-5 MT6 RH Apparatus Bays 300 from Bay Vestibule 1 120 121 1 11.1 11 120 MIN 3070 SF 6(F-5) SGL CRS F 4 16 WP 718 618 4HS F-5 US6 LH Office 101 from IT 121 201 1 06 06 3070 SF 7(F-5) SGL CRS F 4 16 WP 638 538 4HS F-5 US6 RH Lobby 200 to Toilet 201 202 1 07.1 07 3070 SF 6(F-5) SGL CRS F 4 16 WP 578 478 4HS F-5 US6 RH Corridor 214 to IT Closet 202 204 1 05 05 60 MIN 3070 SF 6(F-5) SGL CRS F 4 16 WP 578 478 4HS F-5 US6 RH Corridor 214 to Sleep Room 204 205 1 05 05 60 MIN 3070 SF 6(F-5) SGL CRS F 4 16 WP 578 478 4HS F-5 US6 LH Corridor 214 to Sleep Room 205 206 1 05 05 60 MIN 3070 SF 6(F-5) SGL CRS F 4 16 WP 578 478 4HS F-5 US6 RH Corridor 214 to Indvidual Sleep Room 206 207 1 05 05 60 MIN 3070 SF 6(F-5) SGL CRS F 4 16 WP 578 478 4HS F-5 US6 RH Corridor 214 to Indvidual Sleep Room 207 208 1 06 06 3070 SF 7(F-5) SGL CRS F 4 16 WP 638 538 4HS F-5 US6 RH Corridor 214 to Toilet/Shower Room 208 209 1 06 06 3070 SF 7(F-5) SGL CRS F 4 16 WP 638 538 4HS F-5 US6 LH Corridor 214 to Toilet/Shower Room 209 209A 1 04.1 04 3670 SF G HMD 4 L A60 STY 14 G LH 3670 SF 10(F- 5) SGL A60 F 4 14 WP 2000 1900 4HS F-5 MT6 LH Apparatus Bays 300 to Laundry Room (Decon) 210 210 1 10.2 10 3070 SF G HMD 4 L CRS STY 16 G RH 3070 SF 8(F-5) SGL CRS F 4 16 WP 834 734 4HS F-5 MT6 RH Bay Vestibule 215 to Laundry Room (Decon) 210 211 1 10.3 10 3070 SF F HMD 4 L A60 STY 14 F LH 3070 SF 10(F- 5) SGL A60 F 4 14 WP 2000 1900 4HS F-5 MT6 LH Apparatus Bays 300 to General Storage 211 212 1 07.1 07 3070 SF 6(F-5) SGL CRS F 4 16 WP 578 478 4HS F-5 US6 LH Corridor 214 to Mech/Elec Room 212 213 1 03 03 3070 SF 6(F-5) SGL CRS F 4 16 WP 578 478 4HS F-5 US6 LH Corridor 214 to Office 213 214 1 02.2 02 3070 SF F HMD 4 L A60 STY 14 F RHR 3070 SF 13(F- 4) SGL A60 F 4 14 WP 1600 1500 4HS F-4 LH Exterior from Corridor 214 215 1 04.6 04 3670 SF G HMD 4 L A60 STY 14 G RHR 3670 SF 10(F- 5) SGL A60 F 4 14 WP 2000 1900 4HS F-5 MT6 LH Apparatus Bays 300 from Bay Vestibule 215 1" leg on tile side 1" leg on tile side 1" leg on tile side 3'-6" Wide @ Door #210 MT6 3'-0" DOOR OKAY PER HARDWARE MEETING DocuSign Envelope ID: 97A9508F-537F-4A89-96AD-A82F9ABD3708 Waterstone Fire Dept and EMS 305096 Feb 11, 2022 1:57 PM Page 52 of 57 Opening Door Frame Opening Number Qty Hdw Hdg Hdw Set Rating Wall Cond Sill Leaf Size Mfg Arch Type Desc Thick Series Matl Core Ga/ Ply Edge Finish Elev Code Hand Size Mfg Arch Type Desc Matl Series Profile Ga Cons Jamb/ Throat Head Elev Code Anchor Hand Weld 215A 1 04.5 04 3670 SF G HMD 4 L CRS STY 16 G RHR 3670 SF 9(F-5) SGL CRS F 4 16 WP 1038 938 4HS F-5 MT6 LH Bay Vestibule 215 from Corridor 214 300A 1 02 02 3070 SF E HMD 4 L A60 STY 14 E RHR 3070 SF 12(F- 4) SGL A60 F 4 14 WP 1800 1700 4HS F-4 LH Exterior from Apparatus Bays 300 300B 1 02.2 02 3070 SF E HMD 4 L A60 STY 14 E RHR 3070 SF 12(F- 4) SGL A60 F 4 14 WP 1800 1700 4HS F-4 LH Exterior from Apparatus Bays 300 301 1 03A 03A 3070 SF E/E HMD 4 L A60 STY 14 E/E RH 6070 SF 10(F- 5) DBL A60 F 4 14 WP 2000 1900 4HS F-5 MT6 RHA Apparatus Bays 300 to FD Mezzanine 301 301 1 3070 SF E/E HMD 4 L A60 STY 14 E/E LH 301A 1 03.1 03 3038 SF I HMD 4 L A60 STY 14 I RHR 3038 SF 15(F- 6) SGL A60 F 4 14 WP 2000 1900 4HS F-5 MT6 LH FD Mezzanine 301 from Apparatus Bays 300 301B 1 03.3 03 3070 SF J HMD 4 L A60 STY 14 I RH 3070 SF 16(F- 6) SGL A60 F 4 14 WP 1600 1500 4HS F-5 MT6 RH FD Mezzanine 301 to Roof 302 1 03.2 03 3670 SF G HMD 4 L A60 STY 14 G LH 3670 SF 10(F- 5) SGL A60 F 4 14 WP 2000 1900 4HS F-5 MT6 LH Apparatus Bays 300 to EMS Mezzanine 302 302A 1 03.4 03 3049 SF K HMD 4 L A60 STY 14 I RH 3049 SF 14(F- 9) SGL A60 F 4 14 WP 1600 1500 4HS F-8 MT6 RH EMS Mezzanine 302 to Roof W8 1 BL BL 3440 3440 SF W8 SL CRS F 4 16 WP 478 378 W8 NH Corridor 116 to/from Exercise Room 111 W9 1 BL BL 3440 3440 SF W9 SL CRS F 4 16 WP 478 378 W9 NH Apparatus Bays 300 to/from Exercise Room 111 A60 MT6 MT6 10(F-5) this door is 3'-0" wide by 3'-2" tall with a 2" head at the frame DocuSign Envelope ID: 97A9508F-537F-4A89-96AD-A82F9ABD3708 Waterstone Fire Dept and EMS 305096 Feb 11, 2022 1:57 PM Page 53 of 57 Elevation: F-4 - F-4 Page:1 of 1 DocuSign Envelope ID: 97A9508F-537F-4A89-96AD-A82F9ABD3708 Waterstone Fire Dept and EMS 305096 Feb 11, 2022 1:57 PM Page 54 of 57 Elevation: F-5 - F-5 Page:1 of 1 DocuSign Envelope ID: 97A9508F-537F-4A89-96AD-A82F9ABD3708 Waterstone Fire Dept and EMS 305096 Feb 11, 2022 1:57 PM Page 55 of 57 Elevation: F-8 - F-8 Page:1 of 1 revised dimensions DocuSign Envelope ID: 97A9508F-537F-4A89-96AD-A82F9ABD3708 Waterstone Fire Dept and EMS 305096 Feb 11, 2022 1:57 PM Page 56 of 57 Elevation: W8 - W8 Page:1 of 1 ok DocuSign Envelope ID: 97A9508F-537F-4A89-96AD-A82F9ABD3708 Waterstone Fire Dept and EMS 305096 Feb 11, 2022 1:57 PM Page 57 of 57 Elevation: W9 - W9 Page:1 of 1 DocuSign Envelope ID: 97A9508F-537F-4A89-96AD-A82F9ABD3708 APP. DWG. NO.5 Rev. 10/02 PRINTED IN U.S.A. FRAMES DETAILS DATE DRAWN BY SHEET – OF – Although small amounts of oil based paint will not affect the weatherstrip, we recommend that it not be painted. If frames are to be painted, the weatherstrip should be protected from paint. PS074 WEATHERSTRIP RIGID LEG FLEXIBLE LEG HINGE SIDE STRIKE & HEAD TYPICAL SECTION TIGHT CORNER SEAL KNOCKED DOWN (KD) CORNER DETAIL (F, FN & FS SERIES) 4" FACE HEAD CORNER DETAIL (K.D.) (F &FS SERIES) WEDGE LOCK CORNER (DW, MU & K SERIES) PATENTED ADJUSTABLE JAMB ANCHOR (DW & K SERIES) PATENTED Tabs bent in field ADJUSTABLE BASE ANCHOR FOR MASONRY OR STEEL STUD CONSTRUCTION (STANDARD FOR F, FS & MU SERIES) WOOD STUD BASE ANCHOR (OPTIONAL FOR F & FS SERIES) ADJUSTABLE BASE ANCHOR (DW & LABEL K SERIES) 0" to 1-3/8" Adjustment 1-3/8" to 4" Adjustment Bend tabs around wood stud in field Welded In No. 8 x 1-1/2" S.M.S. (For wood or steel stud) EXTENDED BASE ANCHOR FOR MASONRY OR STEEL STUD CONSTRUCTION (OPTIONAL FOR F, FS & MU SERIES) FIXED BASE ANCHOR (STANDARD FOR FN SERIES OPTIONAL FOR F, FS & MU SERIES) BASE ANCHORING FOR K SERIES (NON-LABEL & 20 MIN. LABEL) FRAME SECTION L B CA E H F J G K 4" D ©2002 All Rights Reserved DocuSign Envelope ID: 97A9508F-537F-4A89-96AD-A82F9ABD3708 APP. DWG. NO.6 Rev. 8/02PRINTED IN U.S.A.DOOR FRAME ANCHORING DETAILSDATE DRAWN BYSHEET – OF –ANCHOR FOR EXISTING MASONRY WALL FOR USE WITH F.H.MACH. SCREWS AND EXPANSION SHIELDS (3/8" -16 X 4") FURNISHED BY _____________________________ABCDEFGHJKLMWire AnchorWire AnchorOptional Welded-On U.L. AnchorAdjustableAnchorAttached ToFrameVaries Varies Varies Varies Varies VariesSee Note 3 WRAP CONDITIONBUTT CONDITIONWRAP CONDITIONBUTT CONDITIONMULTI-USEFRAMENOTES:1) ANCHORS FOR ALL NON-LABEL FRAMES AND LABELED FRAMES UP TO AND INCLUDING 8'0" X9'0" ARE SHIPPED LOOSE FOR FIELD INSTALLATION BY OTHERS. ANCHORS FOR 20 MINUTE TRANSOM/SIDELITE OR WINDOW FRAMES ARE ALSO SHIPPED LOOSE. ALL OTHER LABELEDFRAMES HAVE ANCHORS WELDED IN PLACE.2) FOR EXACT WALL CONDITIONS, SEE ARCHITECTS PLANS.3) DIMENSION OF OPEN STEEL STUD MUST BE INDICATED.4) ANCHORING A, B, C, E, F, H, K & L SIMILAR FOR DOUBLE EGRESS FRAMES. ANCHORS FOR WOOD AND/OR STEEL STUD PARTITIONS ARE WELDED IN PLACE IN UL LISTED DOUBLE EGRESS FRAMES.©2002All Rights Reservedprovide additional information onframe anchorsprovideproductinformationDocuSign Envelope ID: 97A9508F-537F-4A89-96AD-A82F9ABD3708 Wire Masonry Anchor 3/16” (5mm) dia. wire Existing Wall Anchor Maximum adjustment 1-3/8” (35mm) below frame Anchor for Wood Stud Partition Lock-in Anchor Adjustable Base Anchor Attached with S.M. screws furnished Page 11 of 15 DocuSign Envelope ID: 97A9508F-537F-4A89-96AD-A82F9ABD3708 Anchoring systems F, FN, MU, FE, and DE Series Flush Frames Anchoring and installation notes 1. All Frames in this category are supplied standard with masonry wire or lock-in jamb anchors and adjustable base anchors. Anchors are designed for maximum wall/frame engagement and installation flexibility. 2. Anchoring Applications: • Masonry Wall: Masonry wire anchors (3⁄16 " [5 mm] diameter) provide maximum engagements in mortar joints, and allow for full internal grouting during installation. The anchor is to be spread wider than the jamb depth and twisted into position. Adjustable base anchors are attached directly to the floor and adjusted. The wall is built around the anchored frame. • Existing Masonry Walls: Specifically designed (18 Ga.) jamb anchors are used to add support for bolting the frame into the rough opening of an existing wall. • Wood Stud Walls: Lock-in (18 Ga.) jamb anchors are designed to be attached to the wood studs of a rough opening. • Steel Stud Walls: Lock-in (18 Ga.) jamb anchors are designed to be attached to the webbing of the closed steel studs which are built around the frame. • Universal Stud Wall Anchors: Universal lock-in (18 Ga.) jamb anchors are designed for use in either wood or steel stud wall applications. Maximum jamb depth is 9 1⁄2 ". 3. Adjustable Base Anchors: • Field attached (16 Ga.) base anchors provides direct attachment and adjustability for out of level base surface conditions. • If frame is NOT to be set directly on the floor (slab) adjust base anchor UPWARD as required. 4. Special Frame Anchors: Anchor details and availability of lock-in anchors will vary with the following frame profile changes: • Single Rabbet: all details will vary. • Double Rabbet: weld-in anchors required over 9 1⁄2 " jamb depth. • FE and DE Series Double Egress Frames: Anchor details will vary due to frame and application conditions. 5. Installation shall conform to the published Steelcraft installation instructions, ANSI A250.11 Recommended Erection Instructions for Steel Frames, and HMMA 84. 6. Installation Caution Notice: Grouted Frames: • When temperature conditions necessitate an additive to be used in the plaster or mortar to prevent freezing, the contractor installing the frames must coat the inside of the frames in the field with a corrosion resistant coating per ANSI A250.11 Recommended Erection Instructions for Steel Frames. • When frames are to be grouted full, silencers must be field installed prior to grouting. • Steel frames, including fire rated frames, do not require grouting. Grouting is not recommended for frames in drywall. 7. All Fire Rated frames must be installed in accordance with NFPA Pamphlet 80 and the Authority Having Jurisdiction. Frame variations and options • Anchoring systems 84 • • Technical data manual • Book Rev. 11/29/18 • Page Rev. 4/30/08General InformationFramesDoorsLights and LouversElevationsHurricaneSpecialtyHardwareFire Rated ProductsPerformanceArchitecturalVariationsVariationsTornadoHome DocuSign Envelope ID: 97A9508F-537F-4A89-96AD-A82F9ABD3708 Masonry wall applications Standard Lock-In Jamb Anchors are supplied on standard F Series frames having 2” faces Masonry “T” Anchor Existing Wall Anchor Universal Stud Anchor Anchor for Wood Stud Partition Anchor for Steel Stud Partition 3/16˝ (5mm) dia. wire Lock-In AnchorLock-In AnchorLock-In Anchor Attached with S.M. screws furnished Adjustable Sill Anchors are provided as standard Wire Masonry Anchor Masonry Wall Applications Existing Wall Anchor Weld-In Tube & Strap Anchor for Special Profile Frames Weld-In Yoke & Strap Masonry Anchor Masonry Wall Application Stud Wall Applications “Z” Steel Stud Weld- In Anchor for Special Profile Frames Weld-In Wood Stud Anchor Stud Wall Anchors Weld-In Floor Anchor Weld-In Wood Stud Base Anchor Sill Anchors Maximum adjustment 1-3/8˝ (35mm) below bottom of frame HINGE HINGE HINGE STRIKE Stud wall applications Standard Lock-In Jamb Anchors are supplied on standard F Series frames having 2” faces Masonry “T” Anchor Existing Wall Anchor Universal Stud Anchor Anchor for Wood Stud Partition Anchor for Steel Stud Partition 3/16˝ (5mm) dia. wire Lock-In AnchorLock-In AnchorLock-In Anchor Attached with S.M. screws furnished Adjustable Sill Anchors are provided as standard Wire Masonry Anchor Masonry Wall Applications Existing Wall Anchor Weld-In Tube & Strap Anchor for Special Profile Frames Weld-In Yoke & Strap Masonry Anchor Masonry Wall Application Stud Wall Applications “Z” Steel Stud Weld- In Anchor for Special Profile Frames Weld-In Wood Stud Anchor Stud Wall Anchors Weld-In Floor Anchor Weld-In Wood Stud Base Anchor Sill Anchors Maximum adjustment 1-3/8˝ (35mm) below bottom of frame HINGE HINGE HINGE STRIKE Standard Lock-In Jamb Anchors are supplied on standard F Series frames having 2” faces Masonry “T” Anchor Existing Wall Anchor Universal Stud Anchor Anchor for Wood Stud Partition Anchor for Steel Stud Partition 3/16˝ (5mm) dia. wire Lock-In AnchorLock-In AnchorLock-In Anchor Attached with S.M. screws furnished Adjustable Sill Anchors are provided as standard Wire Masonry Anchor Masonry Wall Applications Existing Wall Anchor Weld-In Tube & Strap Anchor for Special Profile Frames Weld-In Yoke & Strap Masonry Anchor Masonry Wall Application Stud Wall Applications “Z” Steel Stud Weld- In Anchor for Special Profile Frames Weld-In Wood Stud Anchor Stud Wall Anchors Weld-In Floor Anchor Weld-In Wood Stud Base Anchor Sill Anchors Maximum adjustment 1-3/8˝ (35mm) below bottom of frame HINGE HINGE HINGE STRIKE Anchor Quantities: • 3 per jamb through 7´6" height • 4 per jamb over 7´6" to 12´0" height • 1 adjustable base anchor per jamb Anchor Locations:• Locate all anchors on hinge jamb as close to top of hinge reinforcement as possible. • Locate anchors on strike jamb in the corresponding position as the hinge jamb. Standard Lock-In Jamb Anchors are supplied on standard F Series frames having 2” faces Masonry “T” Anchor Existing Wall Anchor Universal Stud Anchor Anchor for Wood Stud Partition Anchor for Steel Stud Partition 3/16˝ (5mm) dia. wire Lock-In AnchorLock-In AnchorLock-In Anchor Attached with S.M. screws furnished Adjustable Sill Anchors are provided as standard Wire Masonry Anchor Masonry Wall Applications Existing Wall Anchor Weld-In Tube & Strap Anchor for Special Profile Frames Weld-In Yoke & Strap Masonry Anchor Masonry Wall Application Stud Wall Applications “Z” Steel Stud Weld- In Anchor for Special Profile Frames Weld-In Wood Stud Anchor Stud Wall Anchors Weld-In Floor Anchor Weld-In Wood Stud Base Anchor Sill Anchors Maximum adjustment 1-3/8˝ (35mm) below bottom of frame HINGE HINGE HINGE STRIKE Specialty Weld-In Jamb Anchors are supplied for custom frames and special wall applications when specified. Masonry wall application Standard Lock-In Jamb Anchors are supplied on standard F Series frames having 2” faces Masonry “T” Anchor Existing Wall Anchor Universal Stud Anchor Anchor for Wood Stud Partition Anchor for Steel Stud Partition 3/16˝ (5mm) dia. wire Lock-In AnchorLock-In AnchorLock-In Anchor Attached with S.M. screws furnished Adjustable Sill Anchors are provided as standard Wire Masonry Anchor Masonry Wall Applications Existing Wall Anchor Weld-In Tube & Strap Anchor for Special Profile Frames Weld-In Yoke & Strap Masonry Anchor Masonry Wall Application Stud Wall Applications “Z” Steel Stud Weld- In Anchor for Special Profile Frames Weld-In Wood Stud Anchor Stud Wall Anchors Weld-In Floor Anchor Weld-In Wood Stud Base Anchor Sill Anchors Maximum adjustment 1-3/8˝ (35mm) below bottom of frame HINGE HINGE HINGE STRIKE Stud wall anchors Standard Lock-In Jamb Anchors are supplied on standard F Series frames having 2” faces Masonry “T” Anchor Existing Wall Anchor Universal Stud Anchor Anchor for Wood Stud Partition Anchor for Steel Stud Partition 3/16˝ (5mm) dia. wire Lock-In AnchorLock-In AnchorLock-In Anchor Attached with S.M. screws furnished Adjustable Sill Anchors are provided as standard Wire Masonry Anchor Masonry Wall Applications Existing Wall Anchor Weld-In Tube & Strap Anchor for Special Profile Frames Weld-In Yoke & Strap Masonry Anchor Masonry Wall Application Stud Wall Applications “Z” Steel Stud Weld- In Anchor for Special Profile Frames Weld-In Wood Stud Anchor Stud Wall Anchors Weld-In Floor Anchor Weld-In Wood Stud Base Anchor Sill Anchors Maximum adjustment 1-3/8˝ (35mm) below bottom of frame HINGE HINGE HINGE STRIKE Sill anchors Standard Lock-In Jamb Anchors are supplied on standard F Series frames having 2” faces Masonry “T” Anchor Existing Wall Anchor Universal Stud Anchor Anchor for Wood Stud Partition Anchor for Steel Stud Partition 3/16˝ (5mm) dia. wire Lock-In AnchorLock-In AnchorLock-In Anchor Attached with S.M. screws furnished Adjustable Sill Anchors are provided as standard Wire Masonry Anchor Masonry Wall Applications Existing Wall Anchor Weld-In Tube & Strap Anchor for Special Profile Frames Weld-In Yoke & Strap Masonry Anchor Masonry Wall Application Stud Wall Applications “Z” Steel Stud Weld- In Anchor for Special Profile Frames Weld-In Wood Stud Anchor Stud Wall Anchors Weld-In Floor Anchor Weld-In Wood Stud Base Anchor Sill Anchors Maximum adjustment 1-3/8˝ (35mm) below bottom of frame HINGE HINGE HINGE STRIKE Frame variations and options • Anchoring systems Book Rev. 11/29/18 • Page Rev. 4/30/08 • Technical data manual • • 85 Home General InformationFramesDoorsLights and LouversElevationsHurricaneSpecialtyHardwareFire Rated ProductsPerformanceArchitecturalVariationsVariationsTornadoDocuSign Envelope ID: 97A9508F-537F-4A89-96AD-A82F9ABD3708 Wire masonry Material 3⁄16 " (5 mm) dia. wire Supplied Shipped loose for field installation Applicable Frame Series F, FN, MU, FE, and DE Profile variations SR Single Rabbet DR Double Rabbet (equal & unequal) CO Cased Open NOTE profile must have back bends Frame depths 3" through 14 3⁄4 " Face variations Fits all face variations Frame attachment Lock-in Application Ship loose to jobsite, field installed Wall construction Masonry block or brick Fire label applications UL/WH 3 hour max. Base anchor See page 92 for base anchor details. Masonry T Material 18 Ga. Galvannealed Steel Supplied Shipped loose for field installation Applicable Frame Series F, FN, MU, FE, DE, PW for new masonry Profile variations SR: Single Rabbet DR: Double Rabbet (equal & unequal) CO: Cased Open NOTE: profile must havebackbends Frame depths All frame depths Ordered specifically to fit frame depths Face variations Fits all face variations Frame attachment Lock-in Application Ship loose to jobsite, field installed Wall construction Masonry block or brick Fire label applications UL/WH 3 hour max. Base anchor See page 92 for base anchor details. Yoke & strap masonry Material 18 Ga. Galvannealed Steel Supplied Factory welded in prior to shipment Applicable Frame Series F, FN, MU, FE, DE Profile variations SR: Single Rabbet DR: Double Rabbet (equal & unequal) CO: Cased Open Frame depths All frame depths For frame depths over 12 3⁄4 " 2 anchors welded at each anchor location Face variations Fits all face variations Ordered specifically to fit face Frame attachment Arrives to jobsite welded into frame Application Factory welded Wall construction Masonry block or brick Fire label applications UL/WH 3 hour max. Base anchor See page 92 for base anchor details. Frame variations and options • Anchoring systems 88 • • Technical data manual • Book Rev. 11/29/18 • Page Rev. 06/08/17General InformationFramesDoorsLights and LouversElevationsHurricaneSpecialtyHardwareFire Rated ProductsPerformanceArchitecturalVariationsVariationsTornadoHome DocuSign Envelope ID: 97A9508F-537F-4A89-96AD-A82F9ABD3708 Butterfly existing wall Material 18 Ga. Galvannealed Steel Supplied Shipped loose for field installation Applicable Frame Series F Profile variations SR: Single Rabbet DR: Double Rabbet (equal & unequal) CO: Cased Open NOTE: profile must have a backbend Frame depths 4 3⁄4 " through 9 1⁄8 " Adjustable Fits all depths up to 9 1⁄8 " Single Rabbet up to 3 3⁄4 " Face variations 2" face only. Frame attachment Lock-in or factory welded Application Ship loose to jobsite, field installed. When specified welded, arrives to jobsite welded into frame. Wall construction Masonry block, brick, existing or pre-cast Fire label applications UL/WH 3 hour max. Base anchor Additional butterfly anchor used as the base anchor Hat spacer existing wall Material 16 Ga. Galvannealed Steel Supplied Welded in prior to shipment Applicable Frame Series F, FN, MU, FE, DE Profile variations SR: Single Rabbet DR: Double Rabbet (equal & unequal) CO: Cased Open NOTE: profile must have a backbend Frame depths All frame depths For frame depths over 9 1⁄4 " 2 anchors welded at each anchor location Face variations Fits all face variations Frame attachment Factory welded Application Arrives at jobsite welded into frame Wall construction Masonry block, brick, existing or pre-cast Fire label applications UL/WH 3 hour max. Base anchor Additional Hat Spacer anchor used as the base anchor Tube & strap existing wall Material 16 Ga. Galvannealed Steel Supplied Welded in prior to shipment Applicable Frame Series F, FN, MU, FE, DE, PW for existing masonry Profile variations SR: Single Rabbet DR: Double Rabbet (equal & unequal) CO: Cased Open NOTE: profile must have a backbend Frame depths All frame depths For frame depths over 9 1⁄4 " 2 anchors welded at each anchor location Face variations Fits all face variations Frame attachment Factory welded Application Arrives at jobsite welded into frame Wall construction Masonry block, brick, existing or pre-cast Fire label applications UL/WH 3 hour max. Base anchor Additional Tube & Strap anchor used as the base anchor Frame variations and options • Anchoring systems Book Rev. 11/29/18 • Page Rev. 05/23/17 • Technical data manual • • 89 Home General InformationFramesDoorsLights and LouversElevationsHurricaneSpecialtyHardwareFire Rated ProductsPerformanceArchitecturalVariationsVariationsTornadoDocuSign Envelope ID: 97A9508F-537F-4A89-96AD-A82F9ABD3708 Universal stud Lock-In Anchor Lock-In Anchor Material 18 Ga. Galvannealed Steel Supplied Shipped loose for field installation Applicable Frame Series F, MU Profile variations DR: Double Rabbet (equal & unequal) CO: Cased Open NOTE: profile must have a backbend Frame depths 4 3⁄4 ", through 9 1⁄2 " Ordered specifically to fit frame depths Face variations 2" only Frame attachment Lock-in Application Ship loose to jobsite, field installed Wall construction Wood stud or steel stud walls Fire label applications UL/WH 3 hour max. Base anchor Additional wood stud anchor used as the base anchor Wood stud Lock-In Anchor Lock-In Anchor Material 18 Ga. Galvannealed Steel Supplied Shipped loose for field installation Applicable Frame Series F Profile variations DR: Double Rabbet (equal & unequal) CO: Cased Open NOTE: profile must have a backbend Frame depths 4 3⁄4 ", 5 3⁄4 ", 6 3⁄4 ", 7 3⁄4 ", 8 3⁄4 " - non-adjustable Face variations 2" only Frame attachment Lock-in Application Ship loose to jobsite, field installed Wall construction Wood stud walls Fire label applications UL/WH 3 hour max. Base anchor Additional wood stud anchor used as the base anchor Wood stud Lock-In Anchor Material 18 Ga. Galvannealed Steel Supplied Welded in prior to shipment Applicable Frame Series F, FN, MU, FE, DE, C Profile variations DR: Double Rabbet (equal & unequal) CO: Cased Open NOTE: profile must have a return Frame depths All frame depths Face variations Fits all face variations Ordered specifically to fit face Frame attachment Must be welded to frame Application Arrives at jobsite welded into frame Wall construction Wood stud walls Fire label applications UL/WH 3 hour max. Base anchor Additional wood stud anchor used as the base anchor Frame variations and options • Anchoring systems 90 • • Technical data manual • Book Rev. 11/29/18 • Page Rev. 05/23/17General InformationFramesDoorsLights and LouversElevationsHurricaneSpecialtyHardwareFire Rated ProductsPerformanceArchitecturalVariationsVariationsTornadoHome DocuSign Envelope ID: 97A9508F-537F-4A89-96AD-A82F9ABD3708 Closed steel stud Lock-In Anchor Material 18 Ga. Galvannealed Steel Supplied Shipped loose for field installation Applicable Frame Series F Profile variations DR: Double Rabbet (equal & unequal) CO: Cased Open NOTE: profile must have a return Frame depths 4 3⁄4 ", 5 3⁄4 ", 6 3⁄4 ", 7 3⁄4 ", 8 3⁄4 " - non-adjustable Face variations 2" only Frame attachment Lock-in Application Ship loose to jobsite, field installed Wall construction Closed steel stud walls Fire label applications UL/WH 3 hour max. Base anchor See page 92 for base anchor details. Flush steel stud Material 18 Ga. Galvannealed Steel Supplied Welded in prior to shipment Applicable Frame Series F, FN, MU, FE, DE, C Profile variations SR: Single Rabbet DR: Double Rabbet (equal & unequal) CO: Cased Open NOTE: profile must have a return Frame depths All frame depths Face variations Fits all face variations Ordered specifically to fit face Frame attachment Must be welded to frame Application Arrives at jobsite welded into frame Wall construction Closed steel stud walls Fire label applications UL/WH 3 hour max. Base anchor See page 92 for base anchor details. Recessed steel stud Material 16 Ga. Galvannealed Steel Supplied Welded in prior to shipment Applicable Frame Series F, FN, MU, FE, DE, C Profile variations SR: Single Rabbet DR: Double Rabbet (equal & unequal) CO: Cased Open NOTE: profile must have a return Frame depths All frame depths Face variations Fits all face variations Ordered specifically to fit face Frame attachment Must be welded to frame Application Arrives at jobsite welded into frame Wall construction Closed steel stud walls Fire label applications UL/WH 3 hour max. Base anchor See page 92 for base anchor details. Frame variations and options • Anchoring systems Book Rev. 11/29/18 • Page Rev. 05/23/17 • Technical data manual • • 91 Home General InformationFramesDoorsLights and LouversElevationsHurricaneSpecialtyHardwareFire Rated ProductsPerformanceArchitecturalVariationsVariationsTornadoDocuSign Envelope ID: 97A9508F-537F-4A89-96AD-A82F9ABD3708 Field adjustable base Attached with S.M. screws furnished Maximum adjustment 1-3/8˝ (35mm) below bottom of frame Material 16 Ga. Galvannealed Steel Supplied Shipped loose for field installation Applicable Frame Series F, MU Profile variations DR: Double Rabbet (equal & unequal) Frame depths All frame depths Ordered to specifically fit frame depths Face variations Fits all face variations Frame attachment Retaining clip is factory welded into each jamb. Adjustable anchor is field attached and adjusted during installation. Application Anchor angle ship loose to jobsite, field attached and adjusted. Adjustable base anchors are manufactured to fit the frame profile, depth and profile variations which must be specified when ordering this anchor. Wall construction Masonry block or brick, steel stud Fire label applications UL/WH 3 hour max. Fixed base Attached with S.M. screws furnished Maximum adjustment 1-3/8˝ (35mm) below bottom of frame Material 16 Ga. Galvannealed Steel Supplied Welded in prior to shipment Applicable Frame Series F, FN, MU, FE, DE Profile variations SR: Single Rabbet DR: Double Rabbet (equal & unequal) CO: Cased Open Frame depths All frame depths Ordered to specifically fit frame depths Face variations Fits all face variations Frame attachment Must be welded to frame Application Arrives at jobsite welded into frame Wall construction Masonry block or brick, steel stud Fire label applications UL/WH 3 hour max. Compression jamb Material 16 Ga. Galvannealed Steel Supplied Factory welded in prior to shipment Applicable Frame Series DW, K Profile variations SR: Single Rabbet DR: Double Rabbet (equal & unequal) CO: Cased Open NOTE: profile must have a backbend Frame depths All DW & K frame depths For frame depths over 9", 2 anchors welded at each anchor location Face variations 2" face only Frame attachment Must be welded to frame Application Arrives at jobsite welded into frame Wall construction Wood or steel stud walls Fire label applications UL/WH 1 1⁄2 hour max. Base anchor See page 94 for sill anchor details Frame variations and options • Anchoring systems 92 • • Technical data manual • Book Rev. 11/29/18 • Page Rev. 05/23/17General InformationFramesDoorsLights and LouversElevationsHurricaneSpecialtyHardwareFire Rated ProductsPerformanceArchitecturalVariationsVariationsTornadoHome DocuSign Envelope ID: 97A9508F-537F-4A89-96AD-A82F9ABD3708 Mullion base Material:16 Ga. Galvannealed Steel Supplied:Shipped loose for field installation Applicable Frame Series:F Series Hollow Metal Mullions Profile variations:SR: Single Rabbet DR: Double Rabbet (equal & unequal) Frame depths:All frame depths Face variations:Ordered specifically to fit face Frame attachment:Anchor to floor, mullion slides over Application:Ship loose to jobsite, field installed Floor construction:All Fire label applications:UL/WH 3 hour max. Sill section base Material 16 Ga. Galvannealed Steel Supplied Shipped loose for field installation Applicable Frame Series F, FN, Profile variations SR: Single Rabbet DR: Double Rabbet (equal & unequal) Frame depths All frame depths Face variations Fits all pace variations Frame attachment Anchor to floor, sill snaps on top Application Ship loose to jobsite, field installed Floor construction All Fire label applications UL/WH 3 hour max. Corner post base Space equal to jamb depth minus 1/8˝ (3mm) Anchor dimension Mullion base anchor Corner Post Anchor (2- and 3-way posts) Corner post anchor (2- and 3-way posts) Material 12 Ga. Galvanized Steel Supplied Shipped loose for field installation Applicable Frame Series Corner posts Profile variations DR: Double Rabbet (equal & unequal) Frame depths All frame depths Face variations Ordered specifically to fit face Frame attachment Attached to floor, corner post slides over Application Ship loose to jobsite, field installed Floor construction All Fire label applications UL/WH Approved Frame variations and options • Anchoring systems 94 • • Technical data manual • Book Rev. 11/29/18 • Page Rev. 05/23/17General InformationFramesDoorsLights and LouversElevationsHurricaneSpecialtyHardwareFire Rated ProductsPerformanceArchitecturalVariationsVariationsTornadoHome DocuSign Envelope ID: 97A9508F-537F-4A89-96AD-A82F9ABD3708 Frames • General information 22 • • Technical data manual • Book Rev. 11/29/18 • Page Rev. 10/19/18 General information Steelcraft framing systems are designed to fit virtually all construction requirements for commercial and institutional building applications. Their construction, durability and flexibility have been proven throughout the world in both operation and physical testing of all types. The F, FN, FE, DE, MU and C Series frames are designed for installation as part of the wall framing sequence, and installed in interior and exterior applications. When installed, this frame series will either wrap or butt up against the wall construction. Anchoring will be either into the masonry wall, or to the stud wall framing systems. Note C Series is for wrapping stud walls only. The DW, K and CK Series frames are designed for interior application and for installation in rough openings after the wall is erected and finished. They can be installed in minutes and can be relocated without damage to the frame. When installed, this frame series will wrap the wall construction. Anchorage will be compression fit to the stud systems. Sizes and performance All framing systems are manufactured and supplied to meet the dimensional standards and performance levels as published in ANSI A250.8-2017 (SDI 100). Special size products are available to meet the unique construction, performance and aesthetic requirements of the Architectural community. Contact Steelcraft for those requirements. Usage and application To help simplify the use, selection and specification of Steelcraft framing systems, the following guidelines for base material selection can be used: Material gauge: the following material thicknesses are available: • 16 gauge [0.053" (1.3 mm)]: for Heavy Duty Commercial and Institutional applications with high use. • 14 gauge [0.067" (1.7 mm)]: for Extra Heavy Duty Commercial and Institutional applications with the potential of very high use. • 12 gauge [0.093" (2.3 mm)]: for Maximum Duty Commercial and Institutional applications with extremely high use (N/A for C and CK Series). Material selection: in addition to the thickness of base material, the following base material types of metal are available: • Commercial quality cold rolled steel conforming to ASTM specifications A1008, A568, and A569 is commonly used on interior openings. • Galvannealed Steel conforming to ASTM specification A653 is recommended for use on exterior openings or for interior locations where high humidity is present. F, FN, and C Series frame profiles (install as part of wall framing sequence) F FN F F FN C Double rabbet Single rabbet typ JD < 4 1⁄2 " Cased open for double swing Casing-ready (welded) MU Series frame profiles (multi-use application) MU has backbend returns, but unlike DW/K, has no compression anchors and can be used in masonry or drywall applications MU MU MU Double rabbet Masonry Single rabbet (narrow double) typ JD < 3 3⁄4 " Cased open FE and DE Series double egress frame construction (for cross corridors) FE Jambs FE Head DE Jambs DE Head FE Double egress DE Double egress for swing clear hinges DW and K Series frame profiles (install in rough openings after wall is built) DW K DW K DW K CK Double rabbet Single rabbet (narrow double) typ JD < 3 3⁄4 " Cased open Casing-ready (knock-down)General InformationFramesDoorsLights and LouversElevationsHurricaneSpecialtyHardwareFire Rated ProductsPerformanceArchitecturalVariationsVariationsTornadoHome assumed based on info provided that all frames will have this profile DocuSign Envelope ID: 97A9508F-537F-4A89-96AD-A82F9ABD3708 Page 8 of 15 DocuSign Envelope ID: 97A9508F-537F-4A89-96AD-A82F9ABD3708 Page 9 of 15 DocuSign Envelope ID: 97A9508F-537F-4A89-96AD-A82F9ABD3708 Face Head Detail Universal Mortise Hinge Prep KD Corner Detail Welded Corner Page 10 of 15 provide continuously welded corners per specifications DocuSign Envelope ID: 97A9508F-537F-4A89-96AD-A82F9ABD3708 Wire Masonry Anchor 3/16” (5mm) dia. wire Existing Wall Anchor Maximum adjustment 1-3/8” (35mm) below frame Anchor for Wood Stud Partition Lock-in Anchor Adjustable Base Anchor Attached with S.M. screws furnished Page 11 of 15 DocuSign Envelope ID: 97A9508F-537F-4A89-96AD-A82F9ABD3708 APP. DWG. NO.38 Rev. 8/02PRINTED IN U.S.A.L&B SERIES GLASS LITE ELEVATIONS & DETAILSDATE DRAWN BYSHEET – OF –NOTE:DIMENSION SHOWN FOR LOCK PREPARATION IS FOR GOV’T 160-4, 160, 161 AND UNIT LOCKS. WHEN GOV’T 86 (ANSI A115.1) LOCK IS TO BE USED, DIMENSION TO CENTER OF LOCK IS 3/8" LESS THAN INDICATED.Nominal Door WidthNet Door WidthNominalDoorHeightEqual*Equal*Backset3'3-9/16"See Note 2Bottom of Frame3/4"9-5/8"9-5/8"1/8" 3/32" 3/32"Net DoorHeight6-13/16"6-13/16"8-7/32"40-3/8"FinishedGlassHeightFDEZIGNER TRIMFOR 1/4" or 1/2" GlassTRIM FOR 3/4" or 1" GlassFDEZIGNERTRIMfor 1/4" and 1/2" glass,FG & FG2 elevations©2002All Rights ReservedCHF,I,J,KYZE,G323'6"need dim from edges6"8"10"10" PER DRAWINGS10" FROM THE TOP AND8" FROM THE SIDE PERTHE DRAWINGS.DocuSign Envelope ID: 97A9508F-537F-4A89-96AD-A82F9ABD3708 Page 4 of 15 DocuSign Envelope ID: 97A9508F-537F-4A89-96AD-A82F9ABD3708 Page 5 of 15 DocuSign Envelope ID: 97A9508F-537F-4A89-96AD-A82F9ABD3708 Page 6 of 15 DocuSign Envelope ID: 97A9508F-537F-4A89-96AD-A82F9ABD3708 Page 7 of 15 DocuSign Envelope ID: 97A9508F-537F-4A89-96AD-A82F9ABD3708 Performance and finishes • General information 318 • • Technical data manual • Book Rev. 08/30/17 • Page Rev. 06/08/17 General information The use of product specifications does not always give a true comparison of the products that are used in today's market place. As an example, one manufacturer may use a different reinforcement in a product which is not included in the product specification. The reinforcement although superior in design and function may be deemed unacceptable using a product specification. Established and recognized industry performance tests provide the truest method of comparing products. Performance test results give an accurate evaluation of the products being compared. Manufacturers do not write performance tests. Industry associations, testing laboratories and standard associations write them. Included are: • Underwriters Laboratories Inc (UL) • Intertek Testing Services / Warnock Hersery (ITS/WHI) • National Fire Protection Association (NFPA) • American Society for Testing and Materials (ASTM) • Steel Door Institute (SDI) • Door and Hardware Institute (DHI) In most cases after the performance test is written many people, groups and associations review the resulting performance specification before it becomes a recognized standard. As a result, the performance specification is accepted as the true measuring tool for products. Performance tests The pages included in this section describe the tests that have been conducted on the various Steelcraft products. Copies of the test report are available upon request through Steelcraft distributors. Errors and omissions Every effort has been made to insure the accuracy and completeness of the Steelcraft Spec Manual. This manual is for use by qualified persons only. The information herein is subject to some interpretation, and from time to time the Spec sheets will be updated whenever it is deemed necessary as new tests are conducted, new products are introduced and as specifications are revised. For these reasons and because of the nature and scope of the subject, the Steelcraft Manufacturing Company and its employees can assume no responsibility or liability for the absolute accuracy of the material contained herein or its use. The information in this Spec Manual is subject to change without notice and does not represent a commitment on the part of Steelcraft. Please contact the Steelcraft Technical Service Department if you identify an error or an omission. Contact Information: Phone: (877) 671-7011 E-Mail: doors_ frames_techprodsupport@allegion.com Physical endurance Cycle tests Door strength and durability is determined by either ANSI A250.4 or SDI 131-10 Accelerated Physical Test Procedure for Steel Doors, Frames and Anchors (formerly ANSI A250.5 Accelerated Physical Endurance Test Procedure for Steel Doors, Frames and Frame Anchors). These performance standards include both cycle and twist test requirements. In both tests the door is subjected to stresses that exceed those found in typical applications. During and at the end of the test, the technician is looking for metal fatigue, weld breakage, panel separation, delaminating, reinforcement failure and any other failures that occur. ANSI/SDI A250.8-20 14 “Recommended Specifications for Standard Steel Doors and Frames” specifies the minimum number of cycles for doors: Door Gauge Cycles Tested 20 gauge door 250,000 (Level C) 18 gauge door 500,000 (Level B) 16 and 14 gauge door 1,000,000 (Level A) ANSI A250.4 The door is mounted in a frame and is pushed to an open position of 60 degrees. The door is then closed using a conventional door closer. Cycle Test: The cycle is repeated approximately 15 times per minute. The forces placed on the door in this test are determined by adjusting the closer speed. Twist Test: At intervals prescribed by the test procedure, three corners of the door are clamped in place and a prescribed load applied to the fourth corner. Steelcraft doors tested in accordance with ANSI A250.4 for extended life cycle. Door Series Cycles Tested Frame Series L18 5 million MU16 L16 5 million MU16 L14 3 million F16 B18 3 million F16 B16 3 million F16 CE18 2 million DW16 This test simulates a door in actual operation. Steelcraft’s L Series door construction was successfully tested in accordance With ANSI/SDI A250.4 for 5,000,000 cycles and 103 twist tests conducted at specified intervals throughout the cycle test. All tests are UL certified.General InformationFramesDoorsLights and LouversElevationsHurricaneSpecialtyHardwareFire Rated ProductsPerformanceArchitecturalVariationsVariationsTornadoHome DocuSign Envelope ID: 97A9508F-537F-4A89-96AD-A82F9ABD3708 Performance and finishes • Physical endurance Book Rev. 08/30/17 • Page Rev. 7/31/14 • Technical data manual • • 319 SDI 131-10 (Previously ANSI A250.5) The door is mounted in a test fixture and is rapidly cycled (opened and closed) by an air cylinder, or by an arm connected to an electric motor through a cam mechanism. Cycle Test: The cycle is repeated a minimum of 60 cycles per minute. The closing forces applied to the door. Twist Test: At test intervals prescribed by the test procedure, three corners of the door are clamped in place and the fourth corner is twist tested. Steelcraft doors tested in accordance with SDI 131-10 for extended life cycle. Door Series Cycles Tested L18 10 million T18 250,000 This test simulates an actual door in operation. Steelcraft's L18 honeycomb core door was successfully tested in accordance with SDI 131-10 for 10,000,000 cycles and 21 twist tests conducted at different intervals throughout the cycle test. Products tested: Door Model: L-18 3070 Test Results: After 10,000,000 cycles and 21 twist tests, the L-18 door demonstrated the following: Cycle Test: 1. Edge Condition: no visible signs of metal fatigue, cracking, or deformation along edges or channels 2. Hardware Preparations: no visible issues 3. Core condition: no notable issues 4. Panel condition: no de-lamination or weld damage Twist Test: • Initial deflection at 300 lbs = .132" • Initial residual deflection (0 lbs) = .002" • After 10 million cycles max. deflection at 300 lbs = .528" • After 10 million cycles residual deflection (0 lbs) = .0045" ANSI A 250.4 Twist tests The twist test evaluates the door structure and clearly establishes the strength of the bonding or welding of the core material to the panels and the connection of the panels. The twist test is a required part of both ANSI 250.4 and SDI 131-10. The door is placed into a structural steel opening and clamped into place at three corners. The unclamped corner is subjected to a force applied in 30 pound increments until a total of 300 pounds of force is applied. The force is removed in the same 30 pound increments until all of the force is off the door. Measurements are taken at each 30 pound increment and at the 300 pound force. Additional measurements are taken at every 30 pound increment as the force is being removed. Five minutes after the force has been removed, a final reading is taken. This is the residual deflection the door has taken. ANSI 250.4 Door opening Cycles tested Test standard Average Deflection in test 300 lbs load, 1.25" max. See note #2 Residual Deflection at Completion of test (load removed), 0.125" max. See note #2 Total Number of twist tests conducted L18 10 million SDI 131-10 .033"0.01".21 L16 5 million ANSI 250.4 0.76"0.05"103 L14 5 million ANSI 250.4 0.62"0.03"103 B18 3 million ANSI 250.4 0.45"0.01"63 B16 3 million ANSI 250.4 0.75"0.06"63 CE18 2 million ANSI 250.4 1.02"0.125"43 Notes: 1. All tests are UL certified 2. Maximum deflection shown is the pass/fail criteria in accordance with ANSI A250.4 and SDI 131-10. ANSI A250.4 & SDI 131-10 Twist Test Fixture ANSI A250.4 and SDI 131-10 Twist test fixture Home General InformationFramesDoorsLights and LouversElevationsHurricaneSpecialtyHardwareFire Rated ProductsPerformanceArchitecturalVariationsVariationsTornadoDocuSign Envelope ID: 97A9508F-537F-4A89-96AD-A82F9ABD3708 Performance and finishes • Insulation factors 320 • • Technical data manual • Book Rev. 08/30/17 • Page Rev. 04/30/08 Insulation factors General information Exterior doors are often used to block the transmission of temperature from one side to the other. Energy lost through a door opening is the result of both: • Thermal transmission, through the door assembly, is stated as either the U-Factor or the R-Factor. These factors are covered on this page. • Air infiltration, around the perimeter of the door, is stated as air leakage in CFM. This rating is covered on Page 2 of this sheet. Thermal tests Doors are tested in accordance with ASTM C1363 and SDI 113. The door assembly (or door only) is subjected to heat with the amount of loss measured. Honeycomb core doors provide insulation through the small air pockets created by the hexagonal cells. The insulation of the honeycomb core is far better than a solid core wood door, insulated glass and concrete block walls. Polystyrene and polyurethane core doors are recommended where extreme temperature variations are prevalent. Thermal factors The following terms are used to describe thermal transmission through building products: • U-Factor: Overall co-efficient of heat transmission passage through a built-up panel section. Technically, it is heat transmission in BTU per hour per square foot per degree Fahrenheit of temperature difference from air to air for a complete panel sectional (the lower the U-factor, the better the insulation). • R-Factor: Thermal resistance is a measure of ability to retard heat flow. R is an expression of the total resistance to heat flow through a complete panel section or construction assembly. R represents a value of the thermal resistance, per hour per square foot of a typical panel section. R is the numerical reciprocal of the U-factor (the higher the R, the higher the insulating value). • K-Thermal: Conductivity (K) is the amount of heat that passes through a homogenous material one inch thick and one square foot in area per hour. Values of K are expressed in BTU per hour (the lower the K, the higher the insulating value). The K unit is for a single component material one inch thick and one square foot in area. Therefore, it does not apply to a 1-3⁄4" thick door panel consisting of several materials. (Conductivity is not a method of measuring heat transmission through built up panels.) Thermal performance test results per SDI 113-01 Door series Core Tests per ASTM C1363 U-Factor Tests per ASTM C1363 R-Factor B18 Series Steel Stiffeners 0.50 2.01 B16 Series Steel Stiffeners 0.53 1.89 L18 Series Honeycomb 0.56 1.80 L18 Series Polystyrene 0.38 2.64 L18 Series Polyurethane 0.36 2.81 L16 Series Honeycomb 0.57 1.74 L16 Series Polystyrene 0.39 2.54 L16 Series Polyurethane 0.38 2.67 CE18 Series Polystyrene 0.41 2.44 H16 Series Honeycomb 0.60 1.67 H16 Series Polystyrene 0.42 2.36 A14 Series Honeycomb 0.78 1.28 Note: Corrected to ASHRAE winter design with 15 mph wind outside, still air inside. Historical statement Historically, SDI 113 required thermal transmission testing in accordance with ASTM C236-89(1993) “Standard Test Method for Steady-State Thermal Performance of Building Assemblies by Means of a Guarded Hot Box”. In 2001ASTM C236-89(1993) was withdrawn as an ASTM standard. SDI 113-01 was subsequently revised to require testing in accordance with ASTM C1363-05 “Standard Test Method for Thermal Performance of Building Materials and Envelope Assemblies by Means of a Hot Box Apparatus”. This change in test methods results in significant changes in performance values which are not comparable between the current standard ASTM C1363 and the old standard ASTM C236. Architectural specifications must be carefully reviewed for compliance with the appropriate standard.General InformationFramesDoorsLights and LouversElevationsHurricaneSpecialtyHardwareFire Rated ProductsPerformanceArchitecturalVariationsVariationsTornadoHome DocuSign Envelope ID: 97A9508F-537F-4A89-96AD-A82F9ABD3708 Performance and finishes • Air infiltration Book Rev. 08/30/17 • Page Rev. 04/30/08 • Technical data manual • • 321 Air infiltration General information Air infiltration is one of the major factors in energy loss in a building. Poorly weather-stripped doors will lose far more heat and/or air conditioning due to infiltration of outside air than those from transmission through the door. Air infiltration testing Tests were conducted in accordance with ASTM E 283-04 to determine the air infiltration rate of a door and frame with and without weather stripping and door bottoms. Terminology The following terms are used to describe air infiltration around a door opening: • CFM = Cubic Feet per Minute • Air infiltration: a measurement of the air leakage around the perimeter of a door opening. Air infiltration test results per ASTM E 283-04 Door opening Door series Frame series Tested door opening Air Infiltration (cfm/sq.ft) Weather stripping Gasket Door bottom Astragal Single Swing L, H, B, CE F, MU 4'0" x 8'0"0.64 PS074 FAS-SEAL™N/A Double Swing L, H, B, CE F, MU 8'0" x 8'0"0.34 PS074 FAS-SEAL™Z Astragal Home General InformationFramesDoorsLights and LouversElevationsHurricaneSpecialtyHardwareFire Rated ProductsPerformanceArchitecturalVariationsVariationsTornadoDocuSign Envelope ID: 97A9508F-537F-4A89-96AD-A82F9ABD3708 Performance and finishes • Finishes 322 • • Technical data manual • Book Rev. 08/30/17 • Page Rev. 06/08/17 Finishes General Information Commercial steel frames and doors are designed to meet the requirements of ANSI/SDI A250.8-2014 (R2008) (previously known as SDI 100), and must receive a factory applied primer. The applied primer must be tested and meet the passing criteria of ANSI A250.10-2011 Test Procedure and Acceptance Criteria for Prime Painted Steel Doors and Frames. Factory pre-treatment (surface preparation) prior to prime paint Steel must be thoroughly cleaned and treated (phosphatized [also known as bonderize]) and a rust inhibiting primer applied. After fabrication the door panels or frame members are washed and de-greased though an automatic washing system. Phosphatizing is one of steps in this pretreatment process. Phosphatizing Phosphatizing makes it possible for paint to give the maximum protection to metal. There are two basic functions of phosphatizing: 1. Phosphatizing etches the metal and thereby provides an effective anchor for the paint. Bare metal surfaces allow only the minimum of paint adhesion. Phosphatized metal surface have an affinity for paint and keeps the paint from lifting off or peeling. 2. The phosphate coating is non-metallic and acts to keep out any moisture which might break the paint film and reach the base metal. A scratch on untreated metal breaks through the paint and allows rust to work back from the scratch and lifts the paint off. Phosphatizing prevents the creep of rust and restricts the damage to the scratch itself. When phosphatized metal is combined with Steelcraft's top quality baked-on, rust-inhibiting, prime paint, the maximum protection against rust has been achieved. Steelcraft primers All Steelcraft Frames, Doors and Architectural Stick components shall be cleaned, phosphatized and finished standard with one coat of factory baked-on, rust-inhibited primer in accordance with ANSI A250.10-2011 Test Procedure and Acceptance Criteria for Prime Painted Steel Surfaces for Steel Doors and Frames. Omit prime paint is available for Steelcraft doors as cold rolled or galvannealed material. Frames must be primed from Blue Ash, OH, but can be omit prime paint from Chino, CA as galvanealled material only. Doors and frames without prime paint from the factory will limit the manufacturer's warranty. Primer paint testing The industry standard ANSI A250.10-2011 Test Procedure and Acceptance Criteria for Prime Painted Steel Doors and Frames is comprised of the following paint surface tests: • Salt spray testing in accordance with ASTM B117-09. • Condensation testing (humidity) in accordance with ASTM D4585-99. • Impact test in accordance with ASTM D2794-93 (2010)e1. • Film adhesion test in accordance with ASTM D3359-09e2. Primer test results Steelcraft factory applied baked-on primers conform to the industry standard ANSI A250.10-1998 with the following performance: Test Standard Hours Results Salt Spray ASTM B117-09 120 Passed Condensation ASTM D4585-99 480 Passed Impact Test Gardner Direct 20 in. lbs. with 1⁄2 " ball N.A.Passed Adhesion ASTM D3359-09e2 N.A.See Note 1 Notes: 1. 4B adhesion, which exceeds the test acceptance level of 3B. 2. Test procedure ANSI A250.10 is for factory primed steel doors and frames. To insure integrity of the prime painted coating, jobsite storage must be in accordance with sections 2 and 3 of this manual, ANSI/SDI A250.10 and HMMA 840. 3. Test procedure ANSI A250.10 is a performance standard for the factory prime applied to steel doors and frames. Film thickness of the primer is not mandated by this standard.General InformationFramesDoorsLights and LouversElevationsHurricaneSpecialtyHardwareFire Rated ProductsPerformanceArchitecturalVariationsVariationsTornadoHome DocuSign Envelope ID: 97A9508F-537F-4A89-96AD-A82F9ABD3708 Performance and finishes • Finishes 324 • • Technical data manual • Book Rev. 08/30/17 • Page Rev. 06/08/17 Field paint procedures Steelcraft frames and doors are furnished with a high grade, low gloss, baked-on prime paint that provides the best possible protection against corrosion, abrasion and weather, and is an excellent base for finish paint. This is a primer and requires field finishing. If the primed surface is removed or damaged, the exposed metal must be reprimed with a suitable rust inhibitive primer before top coating with a latex finish paint. The application of the paint, using either a brush, roller or spray equipment, shall be in accordance with the paint manufacturer's recommendations. If spray equipment is used, consult with the paint supplier on recommendations for correct thinner or solvents. Do not use lacquer thinner or other solvents that may react on the primer coat. Products These field painting procedures apply to ALL Steelcraft products. Air dry applications To obtain the best results, use the following procedures: 1. Avoid painting in extremely cold or damp weather. Suggested temperature range 50°F to 90°F. 2. Sand door and frame surfaces lightly with No. 300 or 320 emery cloth or steel wool. 3. Clean door and frame surfaces using a mild solvent such as mineral spirits or a mild citrus cleaner. Do not use strong cleaning agents, acids or lacquer thinner. 4. Dry door and frame surfaces. Do not use oiled or tack rags to dry door and frame surfaces. 5. Apply finish paint following manufacturer’s recommendations. Notes: 1. Latex paints may require, depending on atmospheric conditions, up to 30 days before the paint is fully cured. 2. To avoid rusting with latex topcoat paints, it is recommended to sand and re-prime with a rust inhibitive primer any areas where the factory applied primer has been removed or scratched through. 3. THE USE OF HIGH GLOSS PAINT IS NOT RECOMMENDED ON B SERIES. All internal steel stiffeners are welded to both face sheets. High gloss paint accentuates the visibility of all welds. 4. Steelcraft hollow metal doors and frames are factory painted providing finish integrity in accordance with test procedures ANSI A250.10 or ANSI A250.3. Jobsite storage and handling is critical. To insure integrity of the prime painted coating, jobsite storage must be in accordance with sections 2 and 3 of this manual, ANSI/SDI A250.10 and HMMA 840. Field baked-on finishes To obtain the best results, use the following procedures: 1. Avoid painting in extremely cold or damp weather. Suggested temperature range 50°F to 90°F. 2. Sand door surfaces lightly with No. 300 or 320 emery cloth or steel wool. 3. Clean door surfaces using a mild solvent such as mineral spirits or a mild citrus cleaner. Do not use strong cleaning agents, acids or lacquer thinner. 4. Dry door surfaces. Do not use oiled or tack rags to dry door surfaces. 5. Apply finish paint following manufacturer's recommendations. 6. Bake frames and doors as specified by paint manufacturer and outlined below: Oven Temperatures: Frames 300° F Or as specified by paint manufacturer Doors L (honeycomb), T, B, SL, and A14 Series 300° F L (polyurethane), L, and SL (polystyrene)160° F CE doors 160° FGeneral InformationFramesDoorsLights and LouversElevationsHurricaneSpecialtyHardwareFire Rated ProductsPerformanceArchitecturalVariationsVariationsTornadoHome DocuSign Envelope ID: 97A9508F-537F-4A89-96AD-A82F9ABD3708 BuildingLocationArchitectContractorDoor ManufacturersPresented ByJob NameDateRevisionsByDrawn ByDateContract/JobSchedule A Wood Door Cover Sheet Schedule A Sheet ____ of _____Wood Door ScheduleCover Sheet(Approval Stamp)DocuSign Envelope ID: 97A9508F-537F-4A89-96AD-A82F9ABD3708 Stiles (Side Edges) Painted/Stained SameTop/Bottom Rails SCL U.N.O.Note:other edge machining requirements:Finishing At Factory By Others (Field)If factory finished, Approved color sample no. RemarksJob NameDateRevisionsByDrawn ByDateContract/JobLouvers Specify louver type__________________Prefit clearances Standard for hinged doors 1/8" top, 5/8" bottom, singled 1/4" width, pairs 3/16" width, Specify double egress width and if other clearances are requiredGlass Openings Specify moulding type and glass thickness_________________________________WDMA Wood Door IdentificationWDMA Spec Symbol Door Contruction Core PC-3 PC-5 SLC-5 Lead lined5 Ply structural lumber core5 Ply Agrifiber core1 1/2 Hour labeled fire door (90 min) (B)1 Hour labeled fire door (60 min) (B)3/4 Hour labeled fire door (45 min) (C )Sound Retardant (STC Rated)FD-5FD-5FD-5STCLL-7WSPC-5SCLC-5 Schedule B Wood Door Specification Sheet Schedule B Sheet ____ of _____Specification SheetSpecification SheetFace Veneers Specify grade, cut and species required__ ________3 Ply particleboard core5 Ply particleboard core 5 Ply stave lumber corea. Types PC-3, PC-5, SCLC-5, SLC-5 and STC, LL-7 and WSPC-5 are available with 20 minute label b. When labeled doors are required fill in the - Fire Label column on the Door Schedule c. All fire doors subject to size and other label restrictionsVT Industries does not prep any thru-bolt holes less than 1/4" in diameter. VT Industries does prep pilot holes for butt hinges. Packaging: Individual polybag as standardEdge Machining Standard for hinged doors bevel both hinge and lock edge 1/8" in 2". Specify nnCore Types Use WDMA symbols at leftPC-5Plain Sliced White MapleAADocuSign Envelope ID: 97A9508F-537F-4A89-96AD-A82F9ABD3708 Waterstone Fire Dept and EMS 305096 Dec 18, 2021 1:32 PM Page 20 of 29 Door Frame Submittal Legend Manufacturer GR Graham Wood Doors SF Steelcraft Door Description GR WD Wood Doors SF HMD Hollow Metal Door Door Series GR GPD GRAHAM Premium Door SF L Steel Full Flush Door Gauge SF 16 16 Gauge Door Door Thickness GR 1 3/4 1 3/4" Door SF 4 1 3/4" Thick Door or L Series Panel Door Material GR MBB Maple White PL SL Balance SF A60 A60 Galvanealed CRS Cold Rolled Steel Door Core GR EC5 Bonded Engineered Composite FD5-60 Bonded Fire Door 60M PC5 Bonded Particleboard SF STY Rigid Polystyrene Door Finish GR STD Standard Color Door Rating GR 60 60 Minute Fire Rating 90 90 Minute Fire Rating Frame Description SF DBL Double 3 Sided Frame SGL Single 3 Sided Frame SL Sidelite Frame Frame Series SF F F Series Frame Frame Gauge SF 14 14 Gauge Frame 16 16 Gauge Frame Frame Construction SF WF Weld Faces only @ STLCFT-Die Miter WP Weld Profile - Die Miter Corners Frame Material SF A60 Galvanealed A60 CRS Cold Rolled Steel Frame Profile SF 4 1 3/4 Door Thickness Frame Head SF 4HS 4" Head Single Frame Anchors SF MT6 6 Masonry T Anc No/Base Anc <=7'6" US6 6 UNIV. Stud <9 5/8 No/Base <=7'6" V-T Industries V-T DocuSign Envelope ID: 97A9508F-537F-4A89-96AD-A82F9ABD3708 Waterstone Fire Dept and EMS 305096 Feb 11, 2022 1:57 PM Page 50 of 57 Door Frame Submittal Opening Door Opening Number Qty Hdw Hdg Hdw Set Rating Wall Cond Sill Leaf Size Mfg Arch Type Desc Thick Series Matl Core Ga/ Ply Edge Finish Elev Code Hand 101 1 03 03 3070 VT B WD 1 3/4 GPD MBB EC5 STD B RH Corridor 116 to Office 101 104 1 07 07 3070 VT C WD 1 3/4 GPD MBB PC5 STD C LH Corridor 116 to Electrical Room 104 105 1 09 09 60 MIN 3070 VT C WD 1 3/4 GPD MBB FD5- 60 STD C RH Corridor 116 to Captains Bunk Room 105 106 1 06 06 3070 VT C WD 1 3/4 GPD MBB PC5 STD C RH Corridor 116 to Toilet/Shower Room 106 107 1 09 09 60 MIN 3070 VT C WD 1 3/4 GPD MBB FD5- 60 STD C RH Corridor 118 to Bunk Room 107 108 1 11.1 11 3070 VT C WD 1 3/4 GPD MBB PC5 STD C RHR Corridor 118 from Janitor Closet 108 109 1 06 06 3070 VT C WD 1 3/4 GPD MBB PC5 STD C LH Corridor 118 to Toilet/Shower Room 109 110 1 06 06 3070 VT C WD 1 3/4 GPD MBB PC5 STD C RH Corridor 118 to Toilet/Shower Room 110 DocuSign Envelope ID: 97A9508F-537F-4A89-96AD-A82F9ABD3708 Waterstone Fire Dept and EMS 305096 Feb 11, 2022 1:57 PM Page 51 of 57 Opening Door Opening Number Qty Hdw Hdg Hdw Set Rating Wall Cond Sill Leaf Size Mfg Arch Type Desc Thick Series Matl Core Ga/ Ply Edge Finish Elev Code Hand 121 1 11.1 11 120 MIN 3070 VT C WD 1 3/4 GPD MBB FD5- 90 STD C RHR Office 101 from IT 121 201 1 06 06 3070 VT C WD 1 3/4 GPD MBB PC5 STD C RH Lobby 200 to Toilet 201 202 1 07.1 07 3070 VT C WD 1 3/4 GPD MBB PC5 STD C RH Corridor 214 to IT Closet 202 204 1 05 05 60 MIN 3070 VT C WD 1 3/4 GPD MBB FD5- 60 STD C RH Corridor 214 to Sleep Room 204 205 1 05 05 60 MIN 3070 VT C WD 1 3/4 GPD MBB FD5- 60 STD C LH Corridor 214 to Sleep Room 205 206 1 05 05 60 MIN 3070 VT C WD 1 3/4 GPD MBB FD5- 60 STD C RH Corridor 214 to Indvidual Sleep Room 206 207 1 05 05 60 MIN 3070 VT C WD 1 3/4 GPD MBB FD5- 60 STD C RH Corridor 214 to Indvidual Sleep Room 207 208 1 06 06 3070 VT C WD 1 3/4 GPD MBB PC5 STD C RH Corridor 214 to Toilet/Shower Room 208 209 1 06 06 3070 VT C WD 1 3/4 GPD MBB PC5 STD C LH Corridor 214 to Toilet/Shower Room 209 212 1 07.1 07 3070 VT C WD 1 3/4 GPD MBB PC5 STD C LH Corridor 214 to Mech/Elec Room 212 213 1 03 03 3070 VT B WD 1 3/4 GPD MBB EC5 STD B LH Corridor 214 to Office 213 DocuSign Envelope ID: 97A9508F-537F-4A89-96AD-A82F9ABD3708 ELEVATION: ______________ Overall door size** Width: ______ x Height: _______ Visible glass Cutout Install glass Glass by others Moulding or louver: Type: _____________________ Glass type: _________________ Glass thickness: ______________ ELEVATION: ______________ Overall door size** Width: ______ x Height: _______ Visible glass Cutout Install glass Glass by others Moulding or louver: Type: _____________________ Glass type: _________________ Glass thickness: ______________ ________________________________ Schiller - Greensboro 4500 Green Point Dr, Suite 105, Greensboro, NC 27410 Wood Door Elevations B 8 8Varies 8 12 Varies Per Schedule Per Schedule C X X Flush Wood Tempered 1/4" DocuSign Envelope ID: 97A9508F-537F-4A89-96AD-A82F9ABD3708 1000 Industrial Park • Holstein, IA 51025 • 800.827.1615 • Fax 712.368.4111 • www.vtindustries.com/doors AWS/WDMA CUSTOM/PREMIUM GRADE HEAVY DUTY DOOR* ARTISTRY VT Door Type (Interior use only) HERITAGE VT Door Type (Interior use only) DOOR STANDARDS:DOOR FEATURES: All dimensions are nominal before sanding, trimming and prefitting within industry standards. Specifications may be changed at manufac- turer’s option. Prefit and stock sizes available. WOOD VENEER, MILL OPTION, OR HPDL BONDED PARTICLEBOARD CORE 5-PLY CONSTRUCTION NON-RATED OR 20-45-MIN. POSITIVE PRESSURE TOP RAIL: SCL or Fire Composite for 45-min VERTICAL STILES: SCL with matching laminate or wood edge CORE: PC, ANSI A208.1, grade LD-2. 70% of door construction weight, composed of pre-consumer recycled material CROSSBANDS: HDF, 20% of door construction weight, composed of pre-consumer recycled material FACES: Wood veneer “A” grade, unless otherwise specified, Mill Option Paintable Surface or HPDL - HGS FINISHED THICKNESS: 1-3/4” (± 1/16”) BOTTOM RAIL: SCL or Fire Composite for 45-min. PC5-0719 Blocking Reinforcement Options*: available at additional cost for undercutting and specialized hardware. Blocking recommended for Extra Heavy Duty Doors using surface mounted hardware. Fire composite blocking may be required by certain hardware.HB-1 HB-2 Top Rail Bottom Rail PC-5 5502H • 5P02H • 404H • 4P04H Consult VT for project specific LEED compliance documentation. FSC available by request. LEED V4 Credit Assistance Available MR - Building Life Cycle Impact Reduction - Option 4 X MR - BPDO Environmental Product Declarations - Option 1 MR - BPDO Sourcing of Raw Materials - Option 2 X X X MR - BPDO - Material Ingredients - Option 1 MR - Extraction / Manufacture Valuation Factor X EQ - Low-Emitting Materials X • WDMA I.S. 1-A-2013 and AWS, Edition 2, Section 9 Quality Standards (Bonded Core). • Top and bottom rails of door shall be factory sealed. • Doors shall be clad in AWS/WDMA custom wood veneer “A” grade with minimum thick- ness 1/42” before sanding, with Type 1 adhesive containing no added urea-formaldehyde. Both domestic and exotic hardwood species available for transparent finish. Premium “AA” grade wood veneer available by request. Mill option paintable surface for opaque finish door construction will be 3-ply. HDF faces adhered to core material OR horizontal grade standard high pressure decorative laminate, meeting or exceeding NEMA Standard LD3, Type HGS, with Type 1 adhesive containing no added urea-formaldehyde. Standard colors and patterns may be selected, or custom colors and patterns can be specified at additional cost. • Positive pressure 20-minute Intertek/Warnock Hersey fire labels shall be available within size and usage limitations. Fire-rated doors must use approved lite frames. UL 10C • Cutouts for vision panels shall be made at the factory and shall be of sizes and locations as indicated on the drawings. Factory finished wood glazing stops or beige powder coated metal lite frames shall be furnished for lite openings unless otherwise specified. Metal lite frames may be veneer-wrapped at additional cost. Louvers are prohibited in 20-minute fire doors. • Cutouts for vision panels shall be made at the factory and shall be of sizes and locations as indicated on drawings. See STC chart for lite sizes and glass requirements by STC rating. • Hardware preparation: All cutouts for mortise hardware shall be made at the factory from hardware manufacturer’s templates and approved shop drawings. • Doors shall be individually poly-bagged for protection in transit and storage periods, and shall be marked as per tag openings on shop drawings. • Door bottoms, sweeps, thresholds, gasketing, lite kits and glass may be supplied by others or VT. Standard Finish Type: WDMA TR-8/AWS System 9 (UV Cured Acrylated Polyurethane). Primed factory finish or opaque finish available (Veneer). Woodgrains, Solid Colors, & patterns available (laminate). Veneer / Laminate Match: Book match standard. Slip or random available (Veneer) or Standard Horizontal Grade (HGS) Veneer Face Assembly: Running match standard. Center or balanced available. Pairs and Sets: Pair match standard, set match available. Doors/Transoms: Continuous match standard. End or no match available. Vertical Edges: (Visible surface) Matching wood edge finished to match the face. Cutouts: 5” minimum distance from door edge and the minimum distance between lite and lock cut out is 3-5/16 for 20-minute. Standard Bevel: 1/8” in 2” or 3 degrees. Clearances: 1/8” top, 1/8” lock and hinge stiles. See NFPA-80 6.3.1.7.1, 2013 Edition. Bottom clearance 3/4” max. (bottom of the door to top finish floor) See NFPA-80 4.8.4.1, 2013 edition. Security Rating: Class 40 (highest rating possible) STC Rating: See STC chart for requirements. Screw Holding: Refer to Customer Service Update #CS119F (www. vtindustries.com/doors/csupdates). Page 5 of 9 blocking required per specifications provide AA grade per specifications Blocking will be included where required Submitting AA grade DocuSign Envelope ID: 97A9508F-537F-4A89-96AD-A82F9ABD3708 Page ___ of ___ blocking required per specifications provide AA grade per specifications DocuSign Envelope ID: 97A9508F-537F-4A89-96AD-A82F9ABD3708 HERITAGE COLLECTION STANDARD LITE MOULDINGS NON-RATED DOORS Flush wood lite mouldings (also known as wood stops or beads) have one side fixed into place with brads at the factory. The other side is temporarily tacked into place so glass and glazing can be installed at the jobsite. Field fitting of glass and glazing is the responsibility of the installer. Use of a glazing tape or caulk is recommended to reduce glass rattle. All VT profiles have a tolerance of ±0.005. Factory installed glazing is available upon customer request. VT1 (100)**VT7 (101)** NOTES: • For acoustical lite kits, refer to Acoustical Doors information in your Order Process Guide. • Refer to Product Update #P104F for more details. • VT wood stops available for glass thicknesses other than noted above, please specify glass thickness on quote request or order. Contact your Customer Service Representative for questions or additional information. ** Dimensions may vary slightly depending on manufacturing facility. VTDOORS.COM 1000 INDUSTRIAL PARK • HOLSTEIN, IA 51025 • 800.827.1615 164 NORTH LAKE STREET • NEENAH, WI 54956 • 920.722.6444 Rev. 07/19 VT4 VT1J VT1M 1/4” glass 1/4” glass 1/4” glass 1/4” glass 1/2” glass 1” glass R0.2700 0.7200 0.7200 0.5000 0.7200 R0.1250 0.5000 0.1875 R0.1250 0.9075 0.7200 0.7200 VT3 (107)** 0.59501-3/4” 1-3/4”1-3/4”1-3/4” 1-3/4”1-3/4” R0.2700 0.7200 0.7200 0.3450 0.7200 R0.2700 Page ___ of ___ DocuSign Envelope ID: 97A9508F-537F-4A89-96AD-A82F9ABD3708 HERITAGE COLLECTION STANDARD LITE MOULDINGS Page 6 VTDOORS.COM 1000 INDUSTRIAL PARK • HOLSTEIN, IA 51025 • 800.827.1615 164 NORTH LAKE STREET • NEENAH, WI 54956 • 920.722.6444 Rev. 07/19 Calculating Visible Lite Dimension Profile Visible Lite = Cutout - Dimension Listed Below VT1 (100)1-1/4” VT1J 1-1/2” VT1M 1-1/2” VT1F 1-1/2” VT1FP 1-1/2” VTVLB 1-1/4” VT2 (103)13/16” VT3 (107)3/4” VT4 1-1/2” VT5 (105)13/16” VT6 (106)7/8” VT7 (101)13/16” VT8 (108)1-1/4” VT9 (109)1” VT10 (110)1” VT11 (120)55/64” VT12 (200)1” VT13 (208)1” VT14 (114)1-9/16” DocuSign Envelope ID: 97A9508F-537F-4A89-96AD-A82F9ABD3708 Revision Date 10.17.2018 LIMITED LIFETIME WARRANTY VTI Architectural Products, Inc. (“VT”) warrants that all flush wood doors manufactured by VT (“Doors”) shall be free from defects in materials and workmanship from the date of purchase from VT, subject to the following terms, conditions, tolerances and exclusions. The owner’s sole and exclusive remedy against VT shall be limited to repair or replacement of Doors determined to be defective or refund of the purchase price of the defective Doors only as determined by VT in its sole discretion. Should any Door become defective after being properly installed, VT will assess each situation and determine on a case-by-case basis whether it will pay any amount to remove, refinish and/or reinstall the Door. However, VT will not be liable for any removal, refinish and/or reinstallation costs when any defect is apparent prior to the original installation of the Door. Inspection of the Doors must be made upo n receipt by owner and any claim must be received by VT within thirty (30) days after discovery of the defect(s). Failure to so notify VT shall fully and completely relieve VT from any obligation under this warranty. VT shall not be liable for any Doors re paired or replaced without its prior written approval. Record this information in case of claims Customer _________________________________________________________________________________ Project _________________________________________________________________________________ Location _________________________________________________________________________________ VT Order # _________________________________________________________________________________ Door Type(s) _________________________________________________________________________________ TOLERANCES 1. Stile, rail and show-through (telegraphing) on doors shall not be considered a defect unless the faces of the door vary from a true plane in excess of 1/100 inch in any three-inch span. 2. Warp shall not be considered a defect unless it exceeds 1/4” in the plane of the door itself. Warp is any distortion in the door itself, and does not refer to the relation of the door to the frame or jamb in which it is hung. For doors 1-3/4” or thicker, warp will not exceed 1/4” in doors 3’-6” x 7’-0” or smaller; nor will it exceed 1/4” in any 3’-6” or 7’-0” section of larger doors. For doors less than 1-3/4” thick, warp will not exceed 1/4” in doors 3’-0” x 7’-0” or smaller. Warp is measured by placing a straightedge on the concave face and determining the maximum distance from straightedge to door face. 3. Action on any claim for warping or for telegraphing may be deferred, at the option of VT, for a period of time not to exceed 12 months from the date of claim, If a door has been installed prior to such claim, the door must remain in the original hung installation during the period of deferment to permit conditioning of the door to humidity and temperature. EXCLUSIONS 1. Unsatisfactory service or appearance caused by failure to follow the “Handling, Job Finishing and Installation Instructions” set forth below. 2. The appearance of field finished doors. 3. The appearance of doors with high gloss, transparent, or opaque finishes; or otherwise unorthodox finishes. 4. Natural variations in the color, texture, character or cut of the wood. 5. The warranty against warp does not apply to the following: Page ___ of ___ DocuSign Envelope ID: 97A9508F-537F-4A89-96AD-A82F9ABD3708 Revision Date 10.17.2018 a. Doors with different face materials or veneer grain configurations on opposite sides of the door. b. Doors that are improperly installed or do not swing freely. c. Warp on doors less than 1-3/4” thick but larger than 3’-0” x 7’-0”. d. Appliques on one face of the door only, creating an unbalanced condition. e. Applied mouldings exceeding 3-1/2” wide or covering more than 25% of the door face. 6. This warranty does not cover doors with: a. Cutouts for lights (lites) and/or louvers, any edge of which is nearer than 5” to any edge of the door. b. Cutouts having less than 3-5/16” on non-rated & 20-minute fire doors, and less than 5” on 45-, 60-, and 90-minute fire doors between adjacent cutouts for unit locks, closures, or other hardware cutouts on flush doors; and cutouts having less than 1-1/2” on stile and rail doors and on non-rated SCL core flush doors. 7. Cracking of high pressure decorative laminate faced doors with openings cut by other than the manufacturer or its authorized representative. Radius of 1/4” at corners of openings must be maintained. 8. Door accessories, supplied by the manufacturer, for a period exceeding one year. 9. Doors altered by others. 10. Normal wear and tear, including wear-through of the finish, or deterioration for reasons other than material and workmanship of the door itself. 11. Incompatibility of hardware with a particular door construction. 12. Doors where self-tapping or combination metal/wood screws are used to attach surface-applied hardware. 13. Interior doors used in an exterior application. An exterior opening is defined as an opening that cannot be climate controlled for temperature and/or humidity on both sides. 14. Acoustical doors requiring hardware other than standard locks and hinges. 15. In order not to induce warp or excessive deterioration of your door, avoid using dark stains or paints on the door surfaces exposed to direct sunlight. Doors painted any dark color with exposure to sunlight will not be warranted. 16. Placement quantity or size of knots that are manufactured from any “knotty” species are not covered under the terms of this warranty. 17. Supa Collection or EnVivo Collection Doors. HANDLING, JOB FINISHING AND INSTALLATION INSTRUCTIONS Refer to VT USEFUL JOBSITE brochure online at www.vtindustries.com/ujs. NO OTHER WARRANTIES, EXPRESS, IMPLIED OR STATUTORY, ARE MADE, INCLUDING, BUT NOT LIMITED TO MERCHANTABILITY, FITNESS FOR A PARTICULAR PURPOSE OR NON-INFRINGEMENT. UNDER NO CIRCUMSTANCES SHALL VT BE LIABLE FOR ANY LOSS OR DAMAGE ARISING FROM THE PURCHASE, USE OR INABILITY TO USE ITS PRODUCTS, OR FOR ANY SPECIAL PUNITIVE, INDIRECT, INCIDENTAL, OR CONSEQUENTIAL DAMAGES. NO DEALER, DISTRIBUTOR, FABRICATOR, INSTALLER, AGENT OR EMPLOYEE OF VT HAS THE AUTHORITY TO ADD TO OR MODIFY THE OBLIGATIONS OR LIMITATION OF THIS WARRANTY. THIS WARRANTY SHALL BE INTERPRETED EXCLUSIVELY UNDER THE LAWS OF THE STATE OF IOWA. VT RESERVES THE RIGHT TO REVISE OR TERMINATE THIS WARRANTY AT ANY TIME. ONLY DOORS PURCHASED FROM THE EFFECTIVE DATE OF THIS WARRANTY THROUGH THE DATE OF ANY REVISION OR TERMINATION OF THIS WARRANTY WILL BE COVERED BY THIS WARRANTY. Page ___ of ___ DocuSign Envelope ID: 97A9508F-537F-4A89-96AD-A82F9ABD3708 DWDW UP 2 5.12 2 5.12 3 5.12 3 5.12 1 5.12 1 5.12 3 5.13 3 5.13 4 5.14 4 5.14 3 5.14 3 5.14 2 5.14 2 5.14 1 5.14 1 5.14 4 5.12 4 5.12 5 5.12 5 5.12 4 5.13 4 5.13 2 5.13 2 5.13 1 5.13 1 5.13 107 BUNK ROOM 106 TLT/SHOWER ROOM 105 CAPTAINS BUNK ROOM 104 ELECTRICAL ROOM 101 OFFICE 121 IT 115 TURN-OUT GEAR ROOM 114 DECON. ROOM 111 EXERCISE ROOM 110 TLT/SHOWER ROOM 109 TLT/SHOWER ROOM 108 JAN. CLOSET 300 APPARATUS BAYS 213 OFFICE 212 MECH./ELEC. ROOM 211 GENERAL STORAGE 210 LAUNDRY ROOM (DECON.) 209 TLT/SHOWER ROOM 208 TLT/SHOWER ROOM 207 INDIVIDUAL SLEEP ROOM 206 INDIVIDUAL SLEEP ROOM 205 SLEEP ROOM 204 SLEEP ROOM 202 IT CLOSET 201 TOILET200 LOBBY 102 KITCHEN/ DINING 103 DAYROOM 100 VEST. 116 CORR. 122 OUTDOOR PATIO 24" DEEP SHELF (NIC) 24" DEEP SHELF (NIC) MED. CAB. FD 117 CORR. 118 CORR. 24" DEEP SHELF (NIC) EMS BOTTLE STORAGE FLOOR HATCH ABOVE 6 BOTTLE STORAGE RACK B.O. 112 LAUNDRY ALCOVE 113 TOOL ROOM 203 KITCHEN/ DAYROOM 214 CORRIDOR FD FD FD FD FD FD FD FD FD FD 119 BAY VESTIBULE 2 120 BAY VESTIBULE 1 215 BAY VESTIBULE 121 C 116 100A A 13 101 B 36 115 E 1110 300A E 212 114A E 108 114 G 1010 116 G 49 120 E 410 104 C 76 105 C 96 113 E/E 810 106 C 67 111 H 118 119 G 410 107 C 96 110 C 67 109 C 67108 C 116 118 F 213 200 A 12 201 C 67 213 B 36 202 C 76 212 C 76 211 F 1010 209A G 410 204 C 56 210 G 108 215A G 49 215 G 410 205 C 56 206 C 56 209 C 67 208 C 67 207 C 56 214 F 213 300B E 212 100 A 11 102 A 111 200A A 14 4.80 17 4.80 7 4.80 8 4.80 4 4.80 3 4.80 5 4.80 6 W9W8 5.40 11 5.40 3 4.80 13 4.80 9 4.80 15 4.80 14 4.80 16 5.41 1 5.41 2 5.41 3 5.41 4 5.41 5 5.41 6 5.41 7 117 G 49 MTL. LOCKER (NIC.)MTL. LOCKER (NIC.)MTL. LOCKER (NIC.)MTL. LOCKER (NIC.)MTL. LOCKER (NIC.)MTL. LOCKER (NIC.)MTL. LOCKER (NIC.)MTL. LOCKER (NIC.)MTL. LOCKER (NIC.)MTL. LOCKER (NIC.)1.10 A 1.10 A Sim Project No. Date:1.800.671.0621www.scn-architects.comSheet No.719 East Second AvenueGastonia, NC 28054Phone: 704.865.6311Fax: 704.865.0046Drawn by: Checked by: Revisions:HILLSBOROUGH, NORTH CAROLINANEW FACILITY FORWATERSTONE FIRE & EMS STATION01.22.2021FOR CONSTRUCTION07/09/2021 CCH/KFP JRS 1656 4.20 BUILDING FLOOR PLANS WITH NOTES ANDTAGSGENERATOR 1/8" = 1'-0"1 1. Finish Floor - FLOOR PLAN WITH NOTES AND TAGS 10 10 10 10 1 TO 9 10 07/09/2021 NOT USED 11 11 11 07/23/2021 KEYTHUMBTURN KEY THUMBTURN KEY SF/P/CR SF/P/CR SF/P/CR SF/P/CR SF/P/CR P/CR P/CR P/CR P/CR CR/42 CR CR/42 CR CR CR/42 CR/42 CR/42 CR/42 CR/42 CR/42 CR CR DN 301 FD MEZZ. 302 EMS MEZZ. 301 E/E 310 302 G 310 301A I 315 301B J 316 DN 302A K 14 35.30 1 1/8" = 1'-0"1 2. MEZZANINE F.F. - FLOOR PLAN WITH NOTES AND TAGS LEGEND: SF=STOREFRONT P=PANIC HARDWARE CR=CARD READER 42=42" WIDE DOOR 42 NO CHANGE NO CHANGE NO CHANGE NO CHANGE NO CHANGE PRIVACY FUNCTION DELETE CR CHANGE FROM 42" DOOR TO 36" DOOR STOREROOM FUNCTION DELETE CR PRIVACY FUNCTION DELETE CR PRIVACY FUNCTION PASSAGE FUNCTION/PANIC HARDWARE DELETE CR DELETE CR PRIVACY FUNCTION NO KEYPADS ON THE EMS SIDE KEYING NOTES: TWO DIFFERENT KEYING SYSTEMS, ONE FOR EACH DEPARTMENT FD- PROVIDE ONE MASTER KEY EMS-PROVIDE CONSTRUCTION CORES, COUNTY WILL CHANGE THEIR LOCKS CYLINDERS TO USE CORBIN RUSSWIN INTERCHANGABLE CORES 42 STOREROOM FUNCTION HAS BEEN REQUESTED AT 1/21/2022 HARDWARE MEETING- THIS MECHANISM DOES NOT PROVIDE SECURE ACCESS TO THE BUILDING THEREFORE WE DO NOT RECOMMEND CLASSROOM FUNCTION STOREROOM FUNCTION HAS BEEN REQUESTED AT 1/21/2022 HARDWARE MEETING- THIS MECHANISM DOES NOT PROVIDE SECURE ACCESS TO THE BUILDING THEREFORE WE DO NOT RECOMMEND CLASSROOM FUNCTION PASSAGE FUNCTION STOREROOM FUNCTION PRIVACY FUNCTION DELETE CR ADD EYE WASH STATION TO SINK PRIVACY FUNCTION STOREROOM FUNCTION/PANIC HARDWARE PASSAGE FUNCTION/PANIC HARDWARE DELETE CR PRIVACY FUNCTION NO DOGGING FUNCTION NO DOGGING FUNCTION STOREROOM FUNCTION/PANIC HARDWARE PRIVACY FUNCTION ALL GREEN HARDWARE SETS TO BE PRIVACY FUNCTION (10 TOTAL) PRIVACY FUNCTION DELETE CR PASSAGE FUNCTION STOREROOM FUNCTION/PANIC HARDWARE CHANGE 36" DOOR TO 42" DOOR 42 PASSAGE FUNCTION/PANIC HARDWARE DELETE CR CHANGE 42" DOOR TO 36" DOOR STOREROOM FUNCTION PASSAGE FUNCTION, MECHANICAL COMBINATION PUSH BUTTON LOCK PASSAGE FUNCTION, MECHANICAL COMBINATION PUSH BUTTON LOCK DELETE CR KEYPAD KEYPAD KEYPAD DocuSign Envelope ID: 97A9508F-537F-4A89-96AD-A82F9ABD3708 Form_SCTNID_CTGRY.XX05165241_OTHER <docindex><index>OTHER</index></docindex> Policy number: 05786709 Underwritten by: Progressive Southeastern Ins Co NAIC Number: 38784 Page of 1 2 January 11, 2022 BROWN PHILLIPS INS 4940-B WINDY HILL DR RALEIGH, NC 27609 1-919-874-0405 Certificate of Insurance Certificate Holder …………………………………………………………………………………………………………………………………………………………………………… Orange County PO Box 8181 Hillsborough, NC 27278 Insured Agent ……………………………………………………………………………………………………………………………………………………………………………PRONET SYSTEMS INC 3200 GLEN ROYAL RD STE 107 RALEIGH, NC 27617 BROWN PHILLIPS INS 4940-B WINDY HILL DR RALEIGH, NC 27609 This document certifies that insurance policies identified below have been issued by the designated insurer to the insured named above for the period(s) indicated. This Certificate is issued for information purposes only. It confers no rights upon the certificate holder and does not change, alter, modify, or extend the coverages afforded by the policies listed below. The coverages afforded by the policies listed below are subject to all the terms, exclusions, limitations, endorsements, and conditions of these policies. Liability coverage may not apply to all scheduled vehicles. Policy Effective Date: Policy Expiration Date: ……………………………………………………………………………………………………………………………………………………….. Jan 3, 2023Jan 3, 2022 Insurance coverage(s) Limits ………………………………………………………………………………………………………………………………………………………..Bodily Injury/Property Damage $1,000,000 Combined Single Limit ………………………………………………………………………………………………………………………………………………………..Any Auto Bodily Injury/Property Damage $1,000,000 Combined Single Limit ………………………………………………………………………………………………………………………………………………………..Uninsured/Underinsured Motorist $1,000,000 Combined Single Limit ………………………………………………………………………………………………………………………………………………………..Uninsured Motorist Property Damage (included in combined single limit w/$100 Ded) Description of Location/Vehicles/Special Items Scheduled autos only……………………………………………………………………………………………………………………………………………………….. 2003 FORD 1FTNE24L63HB56220 ECONO/CLUB WGN Comprehensive $500 Ded Collision $1,000 Ded ……………………………………………………………………………………………………………………………………………………….. 2006 FORD 1FTRF12WX6NA28557 F150 Comprehensive $500 Ded Collision $1,000 Ded ……………………………………………………………………………………………………………………………………………………….. 2006 JEEP 1J8HG58286C245131 COMMANDER Comprehensive $500 Ded Collision $1,000 Ded ……………………………………………………………………………………………………………………………………………………….. 2013 FORD NM0LS7DN6DT155594 TRANSIT CONNECT Comprehensive $500 Ded Collision $1,000 Ded ……………………………………………………………………………………………………………………………………………………….. 2014 JEEP 1C4RJFCG7EC272289GRAND CHEROKEE 4 Continued DocuSign Envelope ID: 97A9508F-537F-4A89-96AD-A82F9ABD3708 <docindex><index>OTHER</index></docindex> Policy number: 05786709 PRONET SYSTEMS INC Page of 2 2 Comprehensive $500 Ded Collision $1,000 Ded ……………………………………………………………………………………………………………………………………………………….. Stated Amount 2016 MERCEDES-BENZ GLE400 4JGDA5GB9GA678426 $52,000 Comprehensive $500 Ded Collision $1,000 Ded ……………………………………………………………………………………………………………………………………………………….. Stated Amount 2017 FORD T-250 TRANSIT V 1FTYR2YG3HKA41115 $27,000 Comprehensive $500 Ded Collision $1,000 Ded ……………………………………………………………………………………………………………………………………………………….. 2007 FORD 1FTNE14W37DB26903 ECONO/CLUB WGN Comprehensive $500 Ded Collision $1,000 Ded ……………………………………………………………………………………………………………………………………………………….. 2019 JEEP 1C4RJFAG2KC565077 GRAND CHEROKEE Comprehensive $500 Ded Collision $1,000 Ded Please be advised that the certificate holder will not be notified in the event of a mid-term cancellation. Form 5241 (05/16) DocuSign Envelope ID: 97A9508F-537F-4A89-96AD-A82F9ABD3708 DocuSign Envelope ID: 97A9508F-537F-4A89-96AD-A82F9ABD3708 DocuSign Envelope ID: 97A9508F-537F-4A89-96AD-A82F9ABD3708 DocuSign Envelope ID: 97A9508F-537F-4A89-96AD-A82F9ABD3708 DocuSign Envelope ID: 97A9508F-537F-4A89-96AD-A82F9ABD3708 DocuSign Envelope ID: 97A9508F-537F-4A89-96AD-A82F9ABD3708 DocuSign Envelope ID: 97A9508F-537F-4A89-96AD-A82F9ABD3708 DocuSign Envelope ID: 97A9508F-537F-4A89-96AD-A82F9ABD3708 Ken Lawson Jr SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. INSURER(S) AFFORDING COVERAGE INSURER F : INSURER E : INSURER D : INSURER C : INSURER B : INSURER A : NAIC # NAME:CONTACT (A/C, No):FAX E-MAILADDRESS: PRODUCER (A/C, No, Ext):PHONE INSURED REVISION NUMBER:CERTIFICATE NUMBER:COVERAGES IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. OTHER: (Per accident) (Ea accident) $ $ N / A SUBR WVD ADDL INSD THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. $ $ $ $PROPERTY DAMAGE BODILY INJURY (Per accident) BODILY INJURY (Per person) COMBINED SINGLE LIMIT AUTOS ONLY AUTOSAUTOS ONLY NON-OWNED SCHEDULEDOWNED ANY AUTO AUTOMOBILE LIABILITY Y / N WORKERS COMPENSATION AND EMPLOYERS' LIABILITY OFFICER/MEMBER EXCLUDED? (Mandatory in NH) DESCRIPTION OF OPERATIONS below If yes, describe under ANY PROPRIETOR/PARTNER/EXECUTIVE $ $ $ E.L. DISEASE - POLICY LIMIT E.L. DISEASE - EA EMPLOYEE E.L. EACH ACCIDENT EROTH-STATUTEPER LIMITS(MM/DD/YYYY)POLICY EXP(MM/DD/YYYY)POLICY EFFPOLICY NUMBERTYPE OF INSURANCELTRINSR DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (ACORD 101, Additional Remarks Schedule, may be attached if more space is required) EXCESS LIAB UMBRELLA LIAB $EACH OCCURRENCE $AGGREGATE $ OCCUR CLAIMS-MADE DED RETENTION $ $PRODUCTS - COMP/OP AGG $GENERAL AGGREGATE $PERSONAL & ADV INJURY $MED EXP (Any one person) $EACH OCCURRENCE DAMAGE TO RENTED $PREMISES (Ea occurrence) COMMERCIAL GENERAL LIABILITY CLAIMS-MADE OCCUR GEN'L AGGREGATE LIMIT APPLIES PER: POLICY PRO-JECT LOC CERTIFICATE OF LIABILITY INSURANCE DATE (MM/DD/YYYY) CANCELLATION AUTHORIZED REPRESENTATIVE ACORD 25 (2016/03) © 1988-2015 ACORD CORPORATION. All rights reserved. CERTIFICATE HOLDER The ACORD name and logo are registered marks of ACORD HIRED AUTOS ONLY 06/23/2022 Lawson Insurance Group, Inc. 6512 Six Forks Rd # 101 Raleigh NC 27615-6561 Leslie McCoy 919-846-2090 919-846-2438 leslie.mccoy@lawsonins.com ProNet Systems, Inc 3200 Glen Royal Rd Raleigh NC 27617-7419 Cowbell Cyber Inc 41394 Travelers Nationwide Mutual Insurance Company 23787 Nationwide Mutual Fire Insurance Company 23779 C 6 6 6 6 Y Y ACPGLO2242994383 02/22/2022 02/22/2023 1,000,000 100,000 5,000 1,000,000 2,000,000 2,000,000 D 6 6 6 ACPCAF2242994383 02/22/2022 02/22/2023 4,000,000 4,000,000 B Y Y UB0S866703 04/28/2022 04/28/2023 6 1,000,000 1,000,000 1,000,000 A Commercial Cyber and Privacy Liability OBD-CB-SJFOWXKHD 06/01/2022 06/01/2023 Aggregate limit 1,000,000 Orange County is included as additional insured (CG 20 33) and Waiver of Subrogation applies per Blanket Contractors Enhancement Endorsement (CG 72 88) under the general liability policy (please refer to attachments). The Umbrella/Excess Liability policy is "follow form". Blanket Waiver of Subrogation also applies to the workers compensation policy (please refer to attachments). P.O. Box 8181 Hillsborough NC 27278 Orange County DocuSign Envelope ID: 97A9508F-537F-4A89-96AD-A82F9ABD3708