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HomeMy WebLinkAboutpitkin.bldg.264334200051 (2016)(2)DOCUMENT LAYOUT Certificate of Occupancy or Letter of Completion Permits Final Inspections Any Supporting Documents Site Plans (NOTE: All structural plans will be grayed out. If you require the ability to see structural plans, you must have a letter from the owner stating you are allowed to have plans. This letter must be submitted to Pitkin County Community Development Department) LETTER OF COMPLETION Pitkin County Community Development Department Use Classification: Building Permit: Building Address: Owner of Building: Owner Address: Group: Type of Construction: Use Zone: Description: Parcel ID 264334200051 Remodel of the baggage screening room. Comments & Restrictions: PUBLIC 0081.2016.PBLD 233 AIRPORT ROAD ASPEN CO 81611 PITKIN COUNTY AIRPORT 233 AIRPORT ROAD ASPEN CO 81611 A3 VB This certificate is issued pursuant to the requirements of the 2015 edition, section 110 of the International Building Code. This certificate is accepted with the understanding that the inspection and inspection report do not in any way constitute a guarantee, warranty of merchantability or fitness for a particular purpose, express or implied warranty of habitability, or assurance in any way of the safety of the structure and its appurtenances. Additionally, neither the inspection nor inspection report are substitutes for any real estate transfer disclosures which may be required by law or a complete inspection by the owner or subsequent buyer or occupant. Pursuant to state law the owner is responsible for inspection and maintenance of the structure and systems. Signature of Applicant -al -L-1 Dated/ Note: - In all occupancies, except R, this certificate must be posted in a conspicuous place near the main exit on the premises for which itis issued. Any alteration or use of these described premises or portion thereof without the written approval of the Building Official shall negate this letter and subject it to revocation. PERMITS PITKIN COUNTY PERMIT # 0081.2016.PBLD OWNER: AIRPORT PITKIN COUNTY CONTRACTOR: WESTERN INDUSTRIAL CONTRACTORS INC STREET ADDRESS: 233 AIRPORT RD ASPEN CO 81611 USE CLASSIFICATION: PUBLIC USE ZONE: OCCUPANCY GROUP: A3 OCCUPANT LOAD: DATE ISSUED: 11/22/2016 TYPE OF CONSTRUCTION: VB COMMENTS: THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION AUTHORIZED IS NOT COMMENCED WITHIN ONE YEAR, OR IF CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 180 DAYS AT ANY TIME AFTER WORK IS COMMENCED. THIS CARD MUST BE POSTED SO IT IS PLAINLY VISIBLE FROM THE STREET. FAILURE OF PERMITTEE TO CALL FOR INSPECTION AS PROVIDED BY ORDINANCES MAY RESULT IN PENALTY. INSPECTIONS REQUESTED BY 7 AM WILL BE DONE THAT DA Y, REQUESTS AFTER 7 AM WILL BE DONE THE NEXT DAY. ALLOW THE WHOLE DAY FOR INSPECTION TO BE MADE. INSPECTION LINE: (970) 920-5532 PITKIN COUNTY COMMUNITY DEVELOPMENT DEPARTMENT (970) 920-5526 emailed 2.7.17 BH ELECTRICAL PERMIT APPLICATION 3 PITKIN COUNTY COMMUNITY DEVELOPMENT 130 S Galena St Third Floor Aspen CO 81611 INSPECTION LINE 970-920-5532 PH: 970-920-5526 FX: 970-920-5439 0028.2017.PELE PERMIT NO. (Office Use Only) JOB ADDRESS 233 W Airport Road As en CO 81611 OWNER PHONE United Airlines 233 W Airport Road As en CO 81611 ELECTRICAL CONTRACTOR MAILING ADDRESS PHONE ADK Electric 3773 S Jason Street Englewood, CO 80110 303 781-7400 0081 .2016. PBLD $ 2 100,00 USE OF BUILDING COMMERCIAL RESIDENTIAL CLASS OF WORK ❑ADDITION ALTERATION E] NEW ] CONERVRCE TION f]SOLAR ® OTHER DESCRIBE WORK IN DETAIL (For additions, alterations, indicate type, number and location of source of circuits) Add (1) receptacle - Fed from closest available circuit. Power for new overhead door OWNER: The undersigned applicant to personally perform electrical work on the described property or residence hereby certifies, as a condition of issuance of such permit, that the above described property or residence is owned by the applicant• that the applicant is not engaged in the business of construction or remodeling• and such property is not intended for sale or resale, nor is it rental property (occupied or to be occupied by tenants, whether transient or permanent), nor will it be generally open to the public. It is understood that compliance with these assurances is a condition of the issuance of an electrical permit to the applicant pursuant to the provisions of C.R.S. Section 12-23-111 (2) (as amended), and that failure to comply herein will be grounds for revocation of the electrical permit or any certificate of occupancy issued with respect to the property or residence described. DO NOT SIGN THIS SECTION IF YOU ARE A LICENSED CONTRACTOR. Signature of Owner I Date: Note: Engineer stamped electrical one -line plan required if service is over 400 amps. Low voltage drawings must be done by NICET engineer. PAYMENT OF PITKIN COUNTY USE TAX Use The General Contractor or Owner Builder is required to pay a Use Tax Deposit to Pitkin County (.5%) on the building permit valuation at time of issuance. All sub -permits pulled under a building permit are paid by this deposit payment and should not pay Use Tax. Stand alone sub -permits are required to pay a Use Tax Deposit to Pitkin County (.5%) Deposit .5% of 50% of project Approved valuation. Project Valuation (includes labor) $ 1 obi . o J Date: Exempt: Exempt Organization I Tax Exempt ID Number Property liens may be placed on the owner's and/or the contractor's property Date: when Use Tax is not paid. Tax Permit Fee Double by Fire Marshal pproved by HPC ELECTRICAL CONTRACTOR Building For all work done under this permit, the permittee accepts full responsibility for compliance with the National Electric Code and County resolutions, and/or state laws, whichever applies. Permit subject to revocation or suspension for violation of any governing same. An accepted final Approved electrical inspection shall be obtained prior to using the electrical system. A final electrical inspection sh$be r ue t within 48 fter completing an electrical installation. 2/1/2017 Date: Sign aof Electric6lContractor Date Permit Date Department Acce tance By: �e f' 2/7/17 Validation Recei t# Total 2.07.17 41891 BH $149.50i 14 9 . 5 0 Dennis Kassian Print Name Save Form Clear Fo Print Form Effective Date 12/20/2016 itkin County Received 02/02/2017 0410.2016.PELE ELECTRICAL PERMIT APPLICATION 3 PITKIN COUNTY COMMUNITY DEVELOPMENT 130 S Galena St Third Floor Aspen CO 81611 INSPECTION LINE 970-920-5532 PH: 970-920-5526 FX: 970-920-5439 PERMIT NO. (Office Use JO�BAQD�ESS � Z__''�, At i OWNER A'( P11 LLE T �IC�4L �D �FCIjCO� `lolly 1t,[ LIryG ADDRESS &W , u� �1 7 F • &WAL S PHONE BUILJ. G P- IT �D � � OCCUPANCY NCY GROUP ELE iCAL VALUATION SQUOOTAGE 'ARE 1=�t3.51t USE OF BUILDING COMMERCIAL ❑ RESIDENTIAL CLASS OF WORK ❑ ADDITION ALTERATION ❑ NEW ❑ CONSTRUCTION ❑ SOLAR ❑ OTHER SERVICE DESCRIBE WORK IN DETAIL (For additions, alterations, indicate type, number and location of source of circuits) D [ ,Ic-Icl K4 OW, MW �S dySAA �fl+V D1 ate_ OWNER: The undersigned applicant to personally perform electrical work on the described property or residence hereby certifies, as a condition of issuance of such permit, that the &U2 Aeacd pr2im.Mt or resideffesidenfwis owned by the apallcarA,s IUQt onagged In tbp businens of G2111&uoth2o or o u Is not in r eat na i 1 rental ra o 4. 1, inte. whether IMnIlont or permaneal).nor will it be aenarailr open to the public. It is understood that compliance with these assurances Is a condition of the issuance of an etecbrical permit to the applicant pursuant to the provisions or C.R.S. Section 12-23-111 (2) (as amended), and that failure to comply herein will be grounds for mvocadon of the electrical permit or any certificate of occupancy issued with respect to the property or residence described. DO NOT SIGN THIS SECTION IF YOU ARE A LICENSED CONTRACTOR. Signature of Owner Date: Note: Engineer stamped electrical one -line plan required if service is over 400 amps. Low voltage drawings must be done by NICET engineer. PAYMENT OF PITKIN COUNTY USE TAX Use Tax Permit Fee Double The General Contractor or Owner Builder is required to pay a Use Tax Deposit to Pitkin County (.5%) on the building permit valuation at time of Issuance. All sub -permits pulled under a buRding Q $ permit are paid by this deposit payment and should not pay Use Tax. Siam alone sub -permits are required to pay a Use Tax Deposit to Pitkin County (.5%) Deposit .5% of 50% of project Approved by Fire Marshal ❑ valuation. Project Valuation (includes labor) $ JV► ' �7' (04 Date: Exempt: Exempt Organization Approved by HPC ❑ Tax Exempt ID NumberDate: Property liens may be placed on the owner's and/or the contractor's property when Use Tax is not paid. ELECTRICAL CONTRACTOR Building Department Acceptance For all work done under this permit, the permittee accepts full responsibility for compliance with the National Electric Code and County resolutions, and/or state laws, whichever applies. Permit subject to revocation or suspension for violation of any governing same. An accepted final Approved By: electrical inspection shall be obtained prior to using the electrical system. A final electrical inspection requested within 48 hours after completing an eleciric al Instal alion. Date: 171. Signature of Electrical Cor actor Date Permit Validation Date Receipt # Total _7 $ ,J Q N C� Print Name E- mall this form I Print this form Reset this form FINAL INSPECTIONS InspCList.rpt 2128/2017 8:17:50AM Inspection Check List PITKIN COUNTY Inspection Schedule for rayg Scheduled for February 28, 2017 Permit No: 0081.2016.PBLD Type: 133 Notes: DESCRIPTION: #Stories: Bath:_ 3/4 Baths: 1/2 Bedroom: Other: Fireplace -Maker: Inspection Resul 1 - Accepted 2 Reinspection Fee $ Comments: FINAL BUILDING INSPECTION Inspection Line:920-5532 Time: 08:00 Carport: Bedrooms: Full RY UNIT: Living: Kitchen: Bath: Gas as Noted 3 - Rejected 4 - Partial/Not Complete Page: 21 This inspection report is accepted with the understanding that the inspection does not in any way constitute a guarantee, warranty of merchantability or fitness for a particular purpose, express or implied warranty of habitability, or assurance in any way of the safety of the structure(s) and system(s) inspected, nor shall this inspection be construed to relieve or lessen the responsibility of the person(s) responsible for performing the work. Additionally, neither this inspection nor this inspection report is a substitute for a complete inspection by the owner or subsequent buyer or occupant. Pursuant to state law the owner is responsible for inspection and maintenance of the structure and systems. Date Signature of Applicant(? Datel— 99?j Signature of Inspector'G Address Contact `Na e: james 233 AIRPORT RD Name J' S' p Mir> 164. Name Cont�(303) 868-3425 Contractor: WESTERN INDUSTRIAL CONTRACTOF Owner: PITKIN COUNTY Page: 21 ,List.rpt Inspection Check List Page: 29 _.,.or2017 8:17:50AM PITKIN COUNTY Inspection Line:920-5532 Inspection Schedule for rayg Scheduled for February 28, 2017 Permit No: 0410.2016.PELE Type: 226 FINAL ELECTRICAL Time: 12:00 Notes: call Inspection Results" 1 - Accepted 2 - Accepted as Noted 3 - Rejected 4 - Partial/Not Complete Reinspection Fee $ Comments: This inspection report is accepted with the understanding that the inspection does not in any way constitute a guarantee, warranty of merchantability or fitness for a particular purpose, express or implied warranty of habitability, or assurance in any way of the safety of the structure(s) and system(s) inspected, nor shall this inspection be construed to relieve or lessen the responsibility of the person(s) responsible for performing the work. Additionally, neither this inspection nor this inspection report is a substitute for a complete inspection by the owner or subsequent buyer or occupant. Pursuant to state law the owner is responsible for inspection and maintenance of the structure and systems. y' Date Signature of Applicant Print Name4 I M'i Date) -Signature of Inspector n Print Name Address Contact.Nai e: James Conta # (303) 868-3425 233 AIRPORT RD Contractor: WESTERN INDUSTRIAL CONTRACTOF Owner: PITKIN COUNTY Page: 29 •zoCList.rpt Inspection Check List Page: 2 :017 10:50:12AM PITKIN COUNTY Inspection Line:920-5532 Inspection Schedule for rayg Scheduled for February 24, 2017 Permit No: 0028.2017.PELE Type: 226 Notes: CALL ispection Rbsult : 1 -Accepted Comments: FINAL ELECTRICAL 2 - Accepted as Noted _ 3 - Rejected Time: 08:00 4 - Partial/Not Complete This inspection report is accepted with the understanding that the inspection does not in any way constitute a guarantee, warranty of merchantability or fitness for a particular purpose, express or implied warranty of habitability, or assurance in any way of the safety of the structure(s) and system(s) inspected, nor shall this inspection be construed to relieve or lessen the responsibility of the person(s) responsible for performing the work. Additionally, neither this inspection nor this inspection report is a substitute for a complete inspection by the owner or subsequent buyer or occupant. Pursuant to state law the owner is responsible for inspection and maintenance of the structure and systems. Date Signature of Applicant G' L — — Print Name Date, �q— 7 Signature of Inspector' ) Print Name Address Contact Nanie: JASON Conta t # (303) 435-3372 233 AIRPORT RD Contractor: ADK ELECTRIC CORP Owner: PITKIN COUNTY Page: 2 APPLICATON MATERIAL 0081.2016.PBLD WEST ERNN INDUSTRAL CONTRACTORS .. , ' ����r'� ■ Aspen -Pitkin County Airport TSA Screening Room Modifications Submitted: November 10, 2016 Submitted by: Western Industrial Contractors, Inc. 14805 East Moncrieff Place Aurora, Colorado 80011-1207 Contact: John Eddy Phone: 303-371-3714 Fax: 303-371-0105 Begin Building R 11/15/2016 0081.2016.PBLD 0081.2016.PBLD ■ WESTERN INDUSTRIAL CONTRACTORS Executive Summary Aspen-Pikin County Airport TSA Screening Room Modifications Technical Proposal Western Industrial Contractors, Inc. (Western) is pleased to present this proposal to Mead & Hunt for the Conveyor and building modifications at Aspen -Pitkin County Airport. Western, an industrial services company that works throughout North America, is ideally suited to perform the project for the airport and stakeholders. Western has the knowledge and experience gained from completing over 700 airport projects since 1982, some of which include: ■ Vanderlande — LAX TC3 at TBITs International BHS Matrix, Installation — (August 2016 — Present) ■ CMAJV — LAX TBITs Carousel Modifications (2014 -present) ■ Vanderlande — LAX Terminal 7 BHS Installation — (2015 — August 2016) ■ Denver International Airport — SWA 2.2 BHS Modifications (2015 — July 2016) ■ Vanderlande — LAX TC3 Installation (2016 — present) ■ Vanderlande - Las Vegas McCarran International Airport (2009 — 2012) ■ Pteris Global - T3/T4 In-line EDS Project - Phoenix Sky Harbor International Airport (2009 — 2011) This proposal presents our plan for the entire scope of work as shown on the drawings by Mead & Hunt dated November 04, 2016, entitled Aspen/Pitkin County Airport Outbound Baggage — Phase 1. It has been prepared by Western personnel who have extensive experience working at airports across the country. This comprehensive solution meets the project requirements as specified in the RFP documents. The following points address the benefits of using Western to meet the requirements of the RFP: ■ Western is signatory with the International Council of Carpenters and Millwrights and enters into agreements with other crafts as required. One benefit of these affiliations is the ability to mobilize quickly throughout the United States with qualified and trained personnel. This flexibility allows Western to timely adjust crew sizes to maximize efficiency while managing costs. ■ Western has extensive experience working in operating facilities. We have safely and successfully completed projects requiring the same skills and experience needed for this engagement. ■ Western's assigned team will consist of highly skilled and experienced personnel committed to the success of the project. ■ Our commitment to safety as reflected in our 0.73 EMR is one reason for the exceptional employee retention record our company has achieved. ■ Western's senior project managers and field supervisors will develop and maintain realistic detailed schedules, which will identify specific project phasing and constraints. ■ Western has the ability to mobilize quickly throughout the United States with qualified and trained personnel. The flexibility allows Western to timely adjust crew sizes to maximize efficiency while managing costs. ■ Western is financially strong and has a $50 million cumulative bonding capacity. March 22, 2016 Unauthorized Distribution is Prohibited Page 3 of 13 Begin Building P 11/15/2016 0081.2016.PBLD ■ WESTERN INDUSTRIAL CONTRACTORS Aspen-Pikin County Airport TSA Screening Room Modifications Technical Proposal In selecting Western for this project, Mead & Hunt is selecting an industrial contractor with a long-term reputation of delivering quality results with high integrity. Western's success is attributable to: ■ Safety Program: Safety is Western's first priority and we maintain a disciplined safety program that includes new hire safety orientations, recurring and site-specific training, daily job walks and job hazard meetings, and senior management oversight. As a result of our safety program, we maintain an exceptional safety record. We continually work in airports, Postal & Packaging facilities, coal fired power plants, food & beverage plants, and other diversified industrial facilities with the highest standard of safe work practices. Project Management Process: Western's project management process includes: (1) the development and adherence to detailed work plans; (2) recurring and proactive communication between the project manager, customer representative, site superintendent, engineering, subcontractors, and safety manager; (3) quality control through the use of checklists over the project lifecycle; (4) a commitment of the project team and Western's leadership to high quality and customer satisfaction; and, (5) recurring senior management review of project performance to ensure each project team has the necessary support to be successful and follows Western's policies and procedures. This project will include a project manager that will work out of our Colorado office and a full-time superintendent to manage the daily operations at the job site. The team will be supported by Royce Graham (Executive Vice President, Operations) and Bret Wanty (Manager, Human Resources and Safety) to ensure Western standards are met and issues are proactively resolved. ■ Quality Assurance Program: Western maintains a system of detailed checks and verifications that are used throughout the project lifecycle. This includes the development and use of detailed project specific checklists to ensure all customer requirements are satisfied prior to final customer inspection and acceptance. Commitment to Supporting Field Operations: Western is committed to maintaining high quality field operations. This commitment starts with the quality of our people, our dedication to safety, and our excellent relationship with the UBC Millwright Union to include leveraging their comprehensive training program. Our teams are provided the right equipment and tools, and the training to operate them properly. Finally, our teams are staffed with exceptional project managers and field superintendents who are well organized, experienced, and demand high quality and professional conduct. Western's long-term success is a reflection of our continued commitment to quality and integrity. Our team looks forward to the opportunity to successfully complete it with a high level of customer satisfaction. The following Scope of Work and proposal clarifications are an integral part of Western's understanding of the project responsibilities used to arrive at our proposed pricing and must be included in any final contract award. March 22, 2016 Unauthorized Distribution is Prohibited Page 4 of 13 Begin Building P 11/15/2016 0081.2016.PBLD ■ WESTERN INDUSTRIAL CONTRACTORS Scope of Work Aspen-Pikin County Airport TSA Screening Room Modifications Technical Proposal As a result of the review of the existing facility drawings and new configuration, this proposal includes mechanical demolition and installation for all listed system BHS components, and minor architectural and electrical changes to support the work. All material, hardware and systems components will be provided by others. Project Management ■ A Western project manager will be assigned to provide management oversight for the project. This individual will visit the site during the mechanical installation as needed. This will allow Western's site superintendent to focus on the day-to-day field installation efforts. Site Supervision Western will provide a full time site superintendent who will be responsible for the following. ■ Overall site responsibility for the direction and conduct of the mechanical installations, demolition, security requirements and owner's site management policies and procedures. Coordinate the mechanical installation with the electrical and controls contractors as well as the Airport. ■ Safety Training & Compliance: Responsible for the implementation and management of Western's safety program. Assures compliance with the Airport's safety policies & procedures as well as the owner's site specific safety policies. A full time on-site safety manager is not provided. ■ Manages Site Documentation: Maintains site records of safety, security, deliveries, communications, labor usage & reporting, job progress & status, scheduling, engineering changes & redline drawings, punch lists and startup status. Site Logistics ■ Site sanitary facilities will be provided by others or utilizes existing facilities ■ Badging of employees is included. Escort or security services are not included. ■ Western will utilizes the on site parking for the duration of the project. ■ Western has included vehicle, trailer, forklifts as needed which need to be inside the secure area for this project ■ Western will have free and clear access to the work area. ■ Western will have full unobstructed access to the work area during the established job site hours. Demolition ■ Removal and disposal of the existing systems as shown on the project drawings is included. ■ Western will remove scrap bhs components off site. Salvage ■ Cleaning, cataloging, packaging, and/or storage of the salvaged components is not required or on a T&M basis. March 22, 2016 Unauthorized Distribution is Prohibited Page 5 of 13 Begin Building P 11/15/2016 0081.2016.PBLD ■ WESTERN INDUSTRIAL CONTRACTORS Mechanical Installation & New Construction Aspen-Pikin County Airport TSA Screening Room Modifications Technical Proposal ■ Modifications to BHS (roller beds, conveyor, lift gates) are included as shown. ■ Modifications to the CMU wall located (plan) east of the Clear Conveyor are not included, it is assumed this conveyor layout remains the same. ■ Installation of security door included - Lead times will not meet current schedule. Western will install upon arrival and will provide temporary hard -surface protection at the opening. ■ Western will provide secure temporary covers at conveyor openings between the landside and secure areas in Western's work locations if needed. ■ Western will provide dust tenting only for the CT80 machines. Additional protections, if required, will be performed by TSA or Others. Western cannot be held liable to damage of X-ray or Optic equipment which remains in the construction area during construction. ■ No costs for fireproofing repair are included. ■ ITA inspections, GPR or x-ray services, plan review fees and permits are not included. Western will participate in the coordination of these services if required. ■ (New) CTX/CT80/EDS Machine install will be provided by others and is not included in this proposal. ■ Warehouse for new conveyor and support labor for warehouse will be provided by others and are not included in this proposal. ■ Western assumes the walls to be demo'd are not fire walls and do not extend to the deck above. ■ Roller bed, inspection tables, and lift gates shown on current drawings will be provided by TSA or Others. ■ Western will fabricate and install the oddsize slide. ■ Western has not included provisions to saw cut asphalt for the new trailer location, however pricing efforts are ongoing with local asphalt contractors. Western requests the airport holds $5,000 (additional to the proposal amount below) in contingency in order to trench and patch back the asphalt to the trailer. Schedule ■ Western will mobilize a crew immediately upon approval, pending the following: - Permit approval - Agreed upon completion date (based on approval date). With approval by COB Friday 11/10, Western agrees to complete the work (without lead items) by COB 11 /30. ■ Western has allocated costs for General Conditions for the schedule durations only. ■ Western will be working (6) 10 hour day time shift hours per week between the hours of 6a.m. and to 3:30p.m and 3:30pm to 12:30am. Monday through Saturday (this work period may be adjusted to fit onsite conditions) throughout the project duration. Additional OT will be at our discretion and as needed to meet schedule. March 22, 2016 Unauthorized Distribution is Prohibited Page 6 of 13 Begin Building P 11/15/2016 0081.2016.PBLD 0081.2016.PBLD ■ WESTERN INDUSTRIAL CONTRACTORS Quality Control Plan Aspen-Pikin County Airport TSA Screening Room Modifications Technical Proposal Our Quality and Policy Manual (QAP-1000) outlines our approach to the control of each system and provides the basis for procedures, work instructions, and inspection plans. Each phase of our quality plan is implemented, evaluated for its effectiveness, and is self correcting. It also defines and describes the department responsibilities for each process. Western has a document control system that ensures the use of the appropriate revision for procedures, work instructions, drawings, and customer supplied documents. Quality records are retained to demonstrate system and product compliance. Contracts are reviewed to ensure the customer's requirements are clearly understood. Our project management team verifies the customer's requirements are adequately defined, and documented. Western maintains a planning system that tracks contract deliverables and conformance to the Customer's Specification. Weekly team meetings are conducted with the project manager and site supervisor to review project status and to assign action items. Inspection plans are generated for testing of products and systems. Critical parameters are verified with inspection checklists prior to system acceptance. Western's site installation ensures work progresses under controlled conditions and in accordance with required procedures, and specifications. Installations are controlled by training, work instructions, checklists, engineering drawings, site surveys, and bills of material. Western's corrective action system allows continual improvement and prevents reoccurrences of product or system discrepancies. Any deviations from procedures and systems are documented in accordance with our corrective action system. Western's site supervisor is the quality assurance representative in the field. Western's quality assurance director manages all the corrective action issues directly with our customers. Corporate Organization Founded in 1982, Western is a leading industrial services and construction company that specializes in projects involving complex equipment, material handling systems, and supporting mechanical/electrical systems. Western has worked in all fifty states and has a specific expertise of working within operating facilities and airports without impacting revenue-producing or security operations. Western's customer base is diversified and includes: Airports: Customers include DCI, Jervis B. Webb, Raytheon, Lockheed Martin, Pteris Global, City of Colorado Springs, Springfield Ill, Rapid City and Denver International Airports Food & Beverage: Customers include Rexam, Ball, and Consolidated Container Power/Heavy Industrial: Customers include PacifiCorp, Arizona Public Services, Tucson Electric Power, and Bechtel Corporation Postal/Parcel: Customers include UPS and the United States Postal Service (USPS) March 22, 2016 Unauthorized Distribution is Prohibited Page 8 of 13 Begin Building P 11/15/2016 0081.2016.PBLD ■ WESTERN INDUSTRIAL CONTRACTORS Aspen-Pikin County Airport TSA Screening Room Modifications Technical Proposal Western has evolved as a company, adding new capabilities to its portfolio of services in a continual effort to meet the expanding needs of our customers. Starting as a regional millwright service company, Western now has in-house capability to self -perform all aspects of industrial contracting projects to include mechanical and control systems design, mechanical and electrical fabrication, installation, integration, commissioning, training, and maintenance. Western's industrial services range from providing a few skilled craftsmen for small industrial projects to leading large multi -craft turn -key projects. Western has long recognized that our employees are our most valuable asset. We are committed to recruiting the best talent in the industry, providing them with the support they need to be successful, and helping them advance in their careers. Western's "can do" attitude is embedded in our culture and coupled with our broad-based capabilities is a driving force behind our long-term customer relationships and positive reputation in the industry. The benefits of working with Western include our systematic safety program and exceptional long-term safety record, a quality management system that covers all aspects of project performance, and the ability to quickly mobilize through the United States, Canada, and Mexico. Safety Overview Western is committed to the safety of its employees, our client, the public, and those of the owner's. Safety is Western's first priority and we will implement necessary measures required throughout the duration of the project. Safe work practices will be identified and safety training, including those site-specific, will be conducted. Western shall comply with all applicable customer, State, Federal, and Local health, safety and environmental (OSHA, EPA, and NFPA, etc.) regulations. Western's employees and its subcontractors will be expected to abide by accepted rules of good behavior while performing work at the Los Angeles International Airport. Professional conduct is mandatory. Commitment to Safety Western's Field Superintendent is the designated "point of contact" on the project site for all matters including work performance, personnel, security, safety, training, etc. Western has devoted many hours of classroom and on-the-job safety training to confidently assign Field Superintendents to its projects. Implementation of Western's safety program begins prior to beginning any work. Western's project management team will identify the potential risks or hazards, specialized equipment and tools to be used, required personal protective equipment, and related safety awareness training to be implemented. New Hire Orientation Western's Field Superintendent will conduct New Hire and Safety Orientation the first day on the job with each employee. A copy of Western's "Safety Starts With Me Handbook" is reviewed and each employee given a copy for reference. The location of Western's Material Safety Data Sheets, first aid and eye wash stations, personal protective equipment supplies, nearest occupational clinic and hospital, emergency exits, and procedures for reporting an injury or near miss are covered in the handbook. In addition, hazard material communication is reviewed. Each employee will also complete necessary site-specific orientation required by the project. Employees must acknowledge their understanding of all required training, sign and date all documents for record-keeping. Daily/Weekly Safety Review Western's Field Superintendent will conduct a daily job walk of the work area before work begins. Identification of the working conditions, potential hazards, area confinements, equipment and tools to be used, overhead work, rigging, March 22, 2016 Unauthorized Distribution is Prohibited Page 9 of 13 Begin Building P 11/15/2016 0081.2016.PBLD ■ WESTERN INDUSTRIAL CONTRACTORS Aspen-Pikin County Airport TSA Screening Room Modifications Technical Proposal electrical, fall protection, proper PPE, access routes, etc. are documented. The Field Superintendent will then conduct a Daily Job Hazard Analysis meeting with the employees to review the areas identified and the preventative measures to be utilized. Open discussion for questions and answers is encouraged. On a weekly basis, "Safety Tool Box Qob) Talks" are conducted with the employees by the Field Superintendent. Topics addressing safety awareness or site specific safety topics are chosen. Lock -Out / Tag -Out No work will be performed without proper lock out/tag out (LOTO) procedures in place. These procedures are outlined in the Western's Safety Manual which is available on request and will be submitted at the post award meeting. Ideally, power connections will be disconnected from their source prior to their associated equipment being removed. A LOTO log will be kept on site for review upon request by any site personnel. During startup and run-in, Western will assign a representative to maintain a group tag -out for our employees. Western will implement our own LOTO log or if preferred utilize the group tag -out sheet from the Site Coordinator. Safety Oversight Western's Safety program includes three components. First, the Director of Safety, Bret Wanty, evaluates all safety requirements necessary for the project. In addition to continual communications with the safety team on a weekly basis, Western's Field Superintendent's are required to conduct a telephone conference call with Western's Director of Safety covering such topics as updates on the project, personnel or safety concerns, etc. Information from other Field Superintendents and their job site safety is shared. This has proven to be a positive communication tool for the Field Superintendents experiencing similar issues for "lessons learned". Second, Western is proud to partner with its workers compensation insurance carrier, CNA, and its insurance broker, Flood and Peterson, as another source of compliance experts. CNA has worked for many years assisting Western as needed within the safety arena. Their safety professionals have visited many of our project sites, conducting safety audits and recommending improvements when needed. Flood and Peterson has developed many training topics tailored to fit the needs of our projects. Finally, Western's senior management team travels frequently to the project sites. Western's executives are safety trained and perform safety audits. It is Western's commitment to its employees that safety is everyone's responsibility and it begins with Western's Executive Management. Subcontractor Safety Western's Field Superintendent is responsible for confirming all subcontractors and their employees have been trained and follow all the safety requirements identified for this project. Western has developed a "Safety Policy for Subcontractors" to be signed prior to performing any work. Safety Training Western will be responsible for providing the safety training required for its employees. This training is covered during new hire and safety orientation, with additional training conducted when new processes or equipment is introduced. Examples of topics covered during the training session include: ■ Proper Use of PPE ■ Lock-out/Tag-out Procedures March 22, 2016 Unauthorized Distribution is Prohibited Page 10 of 13 Begin Building R 11/15/2016 0081.2016.PBLD ■ WESTERN INDUSTRIAL CONTRACTORS ■ Electrical — Arc Flash ■ Housekeeping ■ Fall Protection/Prevention ■ Flammable Liquid Storage ■ Hazard Communication ■ Fire Prevention (Extinguishers) ■ Proper Use of Tools & Equipment ■ Ladder Safety ■ Rigging Procedures ■ Scaffold Erecting ■ Confined Space ■ Cutting, Burning, Welding (Hot Work) ■ Accident/Injury Reporting ■ Workplace Ergonomics Aspen-Pikin County Airport TSA Screening Room Modifications Technical Proposal Since Western is signatory with numerous union trades, Western's employees benefit from the extensive safety training provided by each union's safety training programs. In addition to the topics covered above, at a minimum, OSHA 10 hour safety training is required for all employees and supervisors are required to possess OSHA -30 certification. Western will confirm all operators of mobile equipment such as forklifts, cranes, boom lifts, etc. have been trained and/or certified on the proper operation of the equipment. Western will maintain records of compliance in the Project Documentation Binder for reference. Western's employees will follow all manufacturers' recommendations regarding the use of tools and equipment. A thorough inspection of all items will be performed prior to use. Defective equipment or tools will be taken out -of - service until properly repaired. Personal Protective Equipment Western will assess the workplace for hazards. PPE will be used in conjunction with other efforts such as engineering controls, guarding and work practices to eliminate recognized hazards. Western will provide the required PPE and related training for proper use and maintenance for its employees. All PPE will meet the standards set by OSHA, NFPA and ANSI. Western will also enforce the same PPE requirements for its subcontractors. All visitors entering the work area will be required to wear the appropriate PPE before entering. Hard hats, safety glasses and appropriate safety shoes/boot will be worn in work areas at all times. Fall protection equipment including harness with safety line shall be utilized for all overhead work. Additional safety PPE will be utilized when required: ■ Proper use of PPE ■ Respiratory protective equipment ■ Hearing protection ■ Safety goggles, or face shields ■ Welding hoods, gloves, jackets, or sleeves Monitoring, Enforcement and Documentation of Safety Requirements March 22, 2016 Unauthorized Distribution is Prohibited Page 11 of 13 Begin Building R 11/15/2016 0081.2016.PBLD ■ WESTERN INDUSTRIAL CONTRACTORS Aspen-Pikin County Airport TSA Screening Room Modifications Technical Proposal Western's goal of an accident -free jobsite includes proactive and cooperative efforts of Western's employees. Western's Field Superintendent will be responsible for monitoring and enforcing all safety requirements necessary for a safe work environment at the project site. They will be expected to: ■ Walk the job site routinely, evaluating the safety performance of all workers ■ Recognizing employees (positive reinforcement) who perform safe work practices ■ Provide training to workers whose safety performance is deficient ■ Discipline workers for failure to comply with safe work practices Western has established a formal accident/incident investigation procedure. Western's Field Superintendent and our on-site Safety Professional will be responsible for conducting the investigation to correct and/or eliminate an occurrence of a similar incident in the future. A review of the accident/incident facts, root cause(s) and corrective action(s) will be documented and communicated to Western's employees during a safety meeting. A copy of the investigation will be submitted to the designated customer representatives and a copy also included in Western's Project Documentation Binder as reference. Western's Field Superintendent will monitor all safety precautions to protect the client's employees, its equipment, and in -process operations from potential construction work hazards. Safety protections will include controlled access zones using barricades, tarps, caution tape, warning signs, etc. Western's Field Superintendent will station a fire guard (fire watch) to monitor spark and fire hazards when flame, arc cutting or welding is performed. Necessary precautions will be implemented and appropriate extinguishers will be utilized. Critical Lift Operations Western recognizes the importance of ensuring the required procedures and precautions are implemented when performing a critical lift. These procedures will include: ■ A lift plan which includes size and weight of the load; lift geometry (height of the lift, load radius, boom length and angle range of the lift); rigging plan and hardware; ground conditions and outrigger requirements; coordination and communication requirements. ■ Completion of a Hazard Analysis Report for approval by the customer. ■ Completion of all required training for each affected employee. ■ Proof of current crane operator certifications and licenses are on site and available for review. ■ Documentation showing required crane inspections have been performed. ■ Load charts are posted and readable. ■ Lift hardware is properly rated and current load test tags are attached. ■ Ensuring the lift area is secure, traffic re-routed, and unauthorized personnel do not have access to the area. On -Site Record and Posting Requirements March 22, 2016 Unauthorized Distribution is Prohibited Page 12 of 13 Begin Building R 11/15/2016 0081.2016.PBLD ■ WESTERN INDUSTRIAL CONTRACTORS Aspen-Pikin County Airport TSA Screening Room Modifications Technical Proposal Western will prominently display all required State, Federal, and Local postings. Such postings will include Federal/State Labor Law Posters, OSHA's Health and Safety on the Job Poster, and OSHA's 300 Logs. Project Documentation Binder Western acknowledges the importance of maintaining a complete and organized method of record-keeping as it pertains to all aspects of the project. A Project Documentation Binder will be created specifically for the health and safety of the project, to include training, certifications, JHA forms, safety meetings, etc. and will available for review and inspection upon request by the customer. Safety Data Sheets (SDS) Western will be responsible for acquiring Safetyl Data Sheets (SDS) for all hazardous materials expected to be used or encountered on the project. Copies of SDS will be kept in a visible SDS book, readily accessible at all times for its employees. Record of Western's employee HazCom training will be kept in Western's Project Documentation Binder for reference. A complete SDS book will be submitted to project team members upon request. March 22, 2016 Unauthorized Distribution is Prohibited Page 13 of 13 Begin Building R 11/15/2016 0081.2016.PBLD PROJECT MANUAL Outbound Baggage -Phase 1 OF C°46 CO DAVID GENE O MASON 0 70 SFD ABC\ Olt. Mead & Hunt, Inc. Project # 0118900-161544.01 Aspen/Pitken County Airport Aspen, Colorado X[-�T. �.■ff[tiIT, 2440 Deming Way Issued for Pricing Middleton, WI 53562 November 4, 2016 Phone: 608-273-6380 www.meadhunt.com Begin Building Review 11/15/2016 This page intentionally left blank. Begin Building Review 11/15/2016 SECTION 000110 -TABLE OF CONTENTS DIVISION 01 - GENERAL REQUIREMENTS 011000 SUMMARY 013300 SUBMITTAL PROCEDURES 013553 SECURITY PROCEDURES 015000 TEMPORARY FACILITIES AND CONTROLS 016000 PRODUCT REQUIREMENTS 017300 EXECUTION 017419 CONSTRUCTION WASTE MANAGEMENT AND DISPOSAL 017700 CLOSEOUT PROCEDURES 017823 OPERATION AND MAINTENANCE 017839 PROJECT RECORD DOCUMENTS DIVISION 02 - EXISTING CONDITIONS 024119 SELECTIVE DEMOLITION DIVISION 08 - OPENINGS 083323 OVERHEAD COILING DOORS DIVISION 09 - FINISHES 096513 RESILIENT BASE AND ACCESSORIES 099123 INTERIOR PAINTING DIVISION 10 - SPECIALTIES 102613 CORNER GUARDS END OF SECTION 00110 000110-1 TABLE OF CONTENTS Begin Building Review 11/15/2016 This page intentionally left blank. Begin Building Review 11/15/2016 SECTION 011000 - SUMMARY PART 1 - GENERAL 1_1 SUMMARY A. Section Includes: 1. Project information. 2. Work covered by Contract Documents. 3. Access to site. 4. Coordination with occupants. 5. Work restrictions. 6. Specification and Drawing conventions. B. Related Requirements: 1. Section 015000 "Temporary Facilities and Controls" for limitations and procedures governing temporary use of Owner's facilities. 1.2 PROJECT INFORMATION A. Project Identification: Outbound Baggage. 1. Project Location: Aspen -Pitkin County Airport (ASE), 233 W. Airport Road, Aspen, CO. B. Owner: Aspen -Pitkin County Airport (ASE) 1. Owner's Representative: Mike Yaft C. Architect: Mead & Hunt 1. Mead & Hunt Representative: David Mason 1_3 WORK COVERED BY CONTRACT DOCUMENTS A. The Work of Project is defined by the Contract Documents and consists of the following: 1. Work includes minor renovation of the baggage screening room to provide an additional baggage screening machine and conveyor system to increase the number of baggage screening lines from 2 to 3. To accommodate this increase, interior non-loadbearing partitions will be relocated including doors, door hardware, and associated electronic access control door hardware. The transformer in the baggage screening room will be relocated and the abandoned 480V electrical panel will be removed and replaced with a new 208V electrical panel that will provide service to the new machine and a temporary portable office for TSA outside the terminal building. The power and data outlets for the existing baggage screening systems will be relocated within the room to accommodate relocation of the 2 baggage screening units after construction is complete. New power and data outlets will be provided for the new baggage MEAD & HUNT, Inc. 011000-1 SUMMARY X:101189001161544.011TECHIspecs 1 011000 Begin Building Review 11/15/2016 screening unit and conveyors. Existing exit device CT -80 we be removed to allow the controls for the device to be reworked for the new configuration of the baggage screening units and conveyors. The United Airlines ticket counter bag belt will be shortened and the wall opening for it between the ticket counter and the baggage screening room will be temporarily closed off until the baggage screening expansion work is completed. 2. Phase 1 work is scheduled to begin Nov. 9, 2016 and be complete Nov. 28, 1016 in order for TSA to install and run all necessary tests and diagnostics on new and relocated machines prior to full operation on Dec. 15, 2016. 1.4 ACCESS TO SITE A. General: Each Contractor shall have limited use of Project site for construction operations as indicated on Drawings by the Contract limits and as indicated by requirements of this Section. B. Use of Site: Limit use of Project site to Work in areas indicated. Do not disturb portions of Project site beyond areas in which the Work is indicated. Driveways, Walkways, and Entrances: Keep driveways, loading areas, and entrances serving premises clear and available to Owner, Owner's employees, Tenants, Passengers, and emergency vehicles at all times. Do not use these areas for parking or for storage of materials. C. Condition of Existing Building: Maintain portions of existing building affected by construction operations in a weathertight condition throughout construction period. Repair damage caused by construction operations. 1_5 COORDINATION WITH OCCUPANTS A. Full Owner Occupancy: Owner will occupy site and existing building(s) during entire construction period. Cooperate with Owner during construction operations to minimize conflicts and facilitate Owner usage. Perform the Work so as not to interfere with Owner's day-to-day operations. Maintain existing exits unless otherwise indicated. B. Partial Owner Occupancy: Owner will occupy the premises during entire construction period, with the exception of areas under construction. Cooperate with Owner during construction operations to minimize conflicts and facilitate Owner usage. Perform the Work so as not to interfere with Owner's operations. Maintain existing exits unless otherwise indicated. C. Owner Limited Occupancy of Completed Areas of Construction: Owner reserves the right to occupy and to place and install equipment in completed portions of the Work, prior to Substantial Completion of the Work, provided such occupancy does not interfere with completion of the Work. Such placement of equipment and limited occupancy shall not constitute acceptance of the total Work. 1_6 WORK RESTRICTIONS A. Work Restrictions, General: Comply with restrictions on construction operations. SUMMARY 011000-2 MEAD & HUNT, Inc. Begin Building Review X:101189001161544.011TECHIspecs 1 011000 11/15/2016 Comply with limitations on use of public streets and with other requirements of authorities having jurisdiction. B. On -Site Work Hours: Limit work in the existing building to normal business working hours, Monday through Friday, unless otherwise indicated. C. Existing Utility Interruptions: Do not interrupt utilities serving facilities occupied by Owner or others unless permitted under the following conditions and then only after providing temporary utility services according to requirements indicated: 1. Notify Owner not less than two days in advance of proposed utility interruptions. 2. Obtain Owner's written permission before proceeding with utility interruptions. D. Restricted Substances: Use of tobacco products and other controlled substances within the existing building is not permitted. Contractor shall comply with Owner's requirements for use of designated smoking area for use of tobacco products. 1_7 SPECIFICATION AND DRAWING CONVENTIONS A. Specification Content: The Specifications use certain conventions for the style of language and the intended meaning of certain terms, words, and phrases when used in particular situations. These conventions are as follows: 1. Imperative mood and streamlined language are generally used in the Specifications. The words "shall," "shall be," or "shall comply with," depending on the context, are implied where a colon (:) is used within a sentence or phrase. 2. Specification requirements are to be performed by Contractor unless specifically stated otherwise. B. Division 01 General Requirements: Requirements of Sections in Division 01 apply to the Work of all Sections in the Specifications. PART 2 - PRODUCTS (Not Used) PART 3 - EXECUTION (Not Used) END OF SECTION 011000 MEAD & HUNT, Inc. 011000-3 SUMMARY X:101189001161544.011TECHIspecs 1 011000 Begin Building Review 11/15/2016 This page intentionally left blank. Begin Building Review 11/15/2016 SECTION 013300 - SUBMITTAL PROCEDURES PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: 1. Submittal schedule requirements. 2. Administrative and procedural requirements for submittals. 1.2 DEFINITIONS A. Action Submittals: Written and graphic information and physical samples that require Architect's responsive action. Action submittals are those submittals indicated in individual Specification Sections as "action submittals." All action submittals for each specification section shall be submitted as a single submittals. Partial submittals will be rejected without review. The contractor will be responsible for time delays for non-compliance with action item submittal requirements. B. Informational Submittals: Written and graphic information and physical samples that do not require Architect's/Engineer's responsive action. Submittals may be rejected for not complying with requirements. Informational submittals are those submittals indicated in individual Specification Sections as "informational submittals." 1_3 SUBMITTAL SCHEDULE A. Submittal Schedule: The contractor shall use the submittal schedule attached to this specification section and comply with written instructions for submittal procedures. 1_4 SUBMITTAL FORMATS A. Submittal Information: Include the following information in each submittal: 1. Project name. 2. Date. 3. Name of Architect/Engineer. 4. Name of Contractor. 5. Name of firm or entity that prepared submittal. 6. Names of subcontractor, manufacturer, and supplier. 7. Unique submittal number, including revision identifier. Include Specification Section number with sequential alphanumeric identifier; and alphanumeric suffix for resubmittals. 8. Category and type of submittal. 9. Submittal purpose and description. 10. Number and title of Specification Section, with paragraph number and generic name for each of multiple items. 11. Drawing number and detail references, as appropriate. MEAD & HUNT, Inc. 013300-1 X:101189001161544.011TECHIspecs 1 013300 Begin Building Review 11/15/2016 SUBMITTAL PROCEDURES 12. Indication of full or partial submittal (where partial submittals have been previously approved by the Architect/Engineer). 13. Location(s) where product is to be installed, as appropriate. 14. Other necessary identification. 15. Remarks. 16. Signature of transmitter. B. Options: Identify options requiring selection by Architect. C. Deviations and Additional Information: On each submittal, clearly indicate deviations from requirements in the Contract Documents, including minor variations and limitations; include relevant additional information and revisions, other than those requested by Architect/Engineer on previous submittals. Indicate by highlighting on each submittal or noting on attached separate sheet. D. PDF Submittals (Email): Prepare submittals as PDF package, incorporating complete information into each PDF file. Name PDF file per the attached instructions 1_5 SUBMITTAL PROCEDURES A. Prepare and submit submittals required by individual Specification Sections. Types of submittals are indicated in individual Specification Sections. Email: Prepare submittals as PDF package, and transmit to Architect by sending via email. Include PDF transmittal form. Include information in email subject line as requested by Architect. B. Coordination: Coordinate preparation and processing of submittals with performance of construction activities. 1. Coordinate each submittal with fabrication, purchasing, testing, delivery, other submittals, and related activities that require sequential activity. 2. Submit all submittal items required for each Specification Section concurrently unless partial submittals for portions of the Work are indicated on approved submittal schedule. 3. Submit action submittals and informational submittals required by the same Specification Section as separate packages under separate transmittals. C. Processing Time: Allow time for submittal review, including time for resubmittals as noted on the attached submittal schedule. D. Resubmittals: Make resubmittals in same form as initial submittal. E. Distribution: Furnish copies of final submittals to manufacturers, subcontractors, suppliers, fabricators, installers, authorities having jurisdiction, and others as necessary for performance of construction activities. Show distribution on transmittal forms. F. Use for Construction: Retain complete copies of submittals on Project site. Use only final action submittals that are marked with approval notation from Architect's/Engineer's action stamp. SUBMITTAL PROCEDURES 013300-2 MEAD & HUNT, Inc. Begin Building Review X:101189001161544.011TECHIspecs 1 013300 11/15/2016 1_6 SUBMITTAL REQUIREMENTS A. Product Data: Collect information into a single submittal for each element of construction and type of product or equipment. 1. If information must be specially prepared for submittal because standard published data are unsuitable for use, submit as Shop Drawings, not as Product Data. 2. Mark each copy of each submittal to show which products and options are applicable. 3. Include the following information, as applicable: a. Manufacturer's catalog cuts. b. Manufacturer's product specifications. C. Standard color charts. d. Statement of compliance with specified referenced standards. e. Testing by recognized testing agency. f. Application of testing agency labels and seals. g. Notation of coordination requirements. h. Availability and delivery time information. 4. For equipment, include the following in addition to the above, as applicable: a. Wiring diagrams that show factory -installed wiring. b. Printed performance curves. C. Operational range diagrams. d. Clearances required to other construction, if not indicated on accompanying Shop Drawings. 5. Submit Product Data before Shop Drawings, and before or concurrent with Samples. B. Shop Drawings: Prepare Project -specific information, drawn accurately to scale. Do not base Shop Drawings on reproductions of the Contract Documents or standard printed data unless submittal based on Architect's digital data drawing files is otherwise permitted. Preparation: Fully illustrate requirements in the Contract Documents. Include the following information, as applicable: a. Identification of products. b. Schedules. C. Compliance with specified standards. d. Notation of coordination requirements. e. Notation of dimensions established by field measurement. f. Relationship and attachment to adjoining construction clearly indicated. g. Seal and signature of professional engineer if specified. 2. Paper Sheet Size: Except for templates, patterns, and similar full-size Drawings, submit Shop Drawings on sheets at least 8-1/2 by 11 inches (215 by 280 mm), but no larger than 22 by 34 inches (560 by 760 mm). MEAD & HUNT, Inc. 013300-3 SUBMITTAL PROCEDURES X:101189001161544.011TECHIspecs 1 013300 Begin Building Review 11/15/2016 C. Samples: Submit Samples for review of kind, color, pattern, and texture for a check of these characteristics with other materials. 1. Transmit Samples that contain multiple, related components such as accessories together in one submittal package. 2. Identification: Permanently attach label on unexposed side of Samples that includes the following: a. Project name and submittal number. b. Generic description of Sample. C. Product name and name of manufacturer. d. Sample source. e. Number and title of applicable Specification Section. f. Specification paragraph number and generic name of each item. 3. Email Transmittal: Provide PDF transmittal. Include digital image file illustrating Sample characteristics, and identification information for record. 4. Disposition: Maintain sets of approved Samples at Project site, available for quality -control comparisons throughout the course of construction activity. Sample sets may be used to determine final acceptance of construction associated with each set. a. Samples that may be incorporated into the Work are indicated in individual Specification Sections. Such Samples must be in an undamaged condition at time of use. b. Samples not incorporated into the Work, or otherwise designated as Owner's property, are the property of Contractor. 5. Samples for Initial Selection: Submit manufacturer's color charts consisting of units or sections of units showing the full range of colors, textures, and patterns available. a. Number of Samples: Submit one full set(s) of available choices where color, pattern, texture, or similar characteristics are required to be selected from manufacturer's product line. Architect/Engineer will return submittal with options selected. 6. Samples for Verification: Submit full-size units or Samples of size indicated, prepared from same material to be used for the Work, cured and finished in manner specified, and physically identical with material or product proposed for use, and that show full range of color and texture variations expected. Samples include, but are not limited to, the following: partial sections of manufactured or fabricated components; small cuts or containers of materials; complete units of repetitively used materials; swatches showing color, texture, and pattern; color range sets; and components used for independent testing and inspection. a. Number of Samples: Submit two sets of Samples. Architect/Engineer will retain one Sample sets; remainder will be returned. Mark up and retain one returned Sample set as a project record Sample. SUBMITTAL PROCEDURES 013300-4 MEAD & HUNT, Inc. Begin Building Review 11/15/2016 X:101189001161544.011TECHIspecs 1 013300 1) Submit a single Sample where assembly details, workmanship, fabrication techniques, connections, operation, and other similar characteristics are to be demonstrated. 2) If variation in color, pattern, texture, or other characteristic is inherent in material or product represented by a Sample, submit at least two sets of paired units that show approximate limits of variations. D. Product Schedule: As required in individual Specification Sections, prepare a written summary indicating types of products required for the Work and their intended location. Include the following information in tabular form: E. Qualification Data: Prepare written information that demonstrates capabilities and experience of firm or person. Include lists of completed projects with project names and addresses, contact information of architects and owners, and other information specified. F. Design Data: Prepare and submit written and graphic information indicating compliance with indicated performance and design criteria in individual Specification Sections. Include list of assumptions and summary of loads. Include load diagrams if applicable. Provide name and version of software, if any, used for calculations. Number each page of submittal. G. Certificates: 1. Certificates and Certifications Submittals: Submit a statement that includes signature of entity responsible for preparing certification. Certificates and certifications shall be signed by an officer or other individual authorized to sign documents on behalf of that entity. Provide a notarized signature where indicated. 2. Installer Certificates: Submit written statements on manufacturer's letterhead certifying that Installer complies with requirements in the Contract Documents and, where required, is authorized by manufacturer for this specific Project. 3. Manufacturer Certificates: Submit written statements on manufacturer's letterhead certifying that manufacturer complies with requirements in the Contract Documents. Include evidence of manufacturing experience where required. 4. Material Certificates: Submit written statements on manufacturer's letterhead certifying that material complies with requirements in the Contract Documents. 5. Product Certificates: Submit written statements on manufacturer's letterhead certifying that product complies with requirements in the Contract Documents. 6. Welding Certificates: Prepare written certification that welding procedures and personnel comply with requirements in the Contract Documents. Submit record of Welding Procedure Specification and Procedure Qualification Record on AWS forms. Include names of firms and personnel certified. H. Test and Research Reports: Compatibility Test Reports: Submit reports written by a qualified testing agency, on testing agency's standard form, indicating and interpreting results of compatibility tests performed before installation of product. Include written recommendations for primers and substrate preparation needed for adhesion. MEAD & HUNT, Inc. 013300-5 SUBMITTAL PROCEDURES X:101189001161544.011TECHIspecs 1 013300 Begin Building Review 11/15/2016 2. Field Test Reports: Submit written reports indicating and interpreting results of field tests performed either during installation of product or after product is installed in its final location, for compliance with requirements in the Contract Documents. 3. Material Test Reports: Submit reports written by a qualified testing agency, on testing agency's standard form, indicating and interpreting test results of material for compliance with requirements in the Contract Documents. 4. Preconstruction Test Reports: Submit reports written by a qualified testing agency, on testing agency's standard form, indicating and interpreting results of tests performed before installation of product, for compliance with performance requirements in the Contract Documents. 5. Product Test Reports: Submit written reports indicating that current product produced by manufacturer complies with requirements in the Contract Documents. Base reports on evaluation of tests performed by manufacturer and witnessed by a qualified testing agency, or on comprehensive tests performed by a qualified testing agency. 6. Research Reports: Submit written evidence, from a model code organization acceptable to authorities having jurisdiction, that product complies with building code in effect for Project. Include the following information: a. Name of evaluation organization. b. Date of evaluation. C. Time period when report is in effect. d. Product and manufacturers' names. e. Description of product. f. Test procedures and results. g. Limitations of use. 1.7 DELEGATED -DESIGN SERVICES A. Performance and Design Criteria: Where professional design services or certifications by a design professional are specifically required of Contractor by the Contract Documents, provide products and systems complying with specific performance and design criteria indicated. If criteria indicated are insufficient to perform services or certification required, submit a written request for additional information to Architect. B. Delegated -Design Services Certification: In addition to Shop Drawings, Product Data, and other required submittals, submit digitally signed PDF file of certificate, signed and sealed by the responsible design professional, for each product and system specifically assigned to Contractor to be designed or certified by a design professional. Indicate that products and systems comply with performance and design criteria in the Contract Documents. Include list of codes, loads, and other factors used in performing these services. 1.8 CONTRACTOR'S REVIEW A. Action Submittals and Informational Submittals: Review each submittal and check for coordination with other Work of the Contract and for compliance with the Contract SUBMITTAL PROCEDURES 013300-6 MEAD & HUNT, Inc. Begin Building Review X:101189001161544.011TECHIspecs 1 013300 11/15/2016 Documents. Note corrections and field dimensions. Mark with approval stamp before submitting to Architect/Engineer. B. Contractor's Approval: Indicate Contractor's approval for each submittal with a uniform approval stamp. Include name of reviewer, date of Contractor's approval, and statement certifying that submittal has been reviewed, checked, and approved for compliance with the Contract Documents. Architect/Engineer will not review submittals received from Contractor that do not have Contractor's review and approval. 1.9 ARCHITECT'S/ENGINEER'S REVIEW A. Action Submittals: Architect/Engineer will review each submittal, indicate corrections or revisions required, and return it. PDF Submittals: Architect/Engineer will indicate, via markup on each submittal, the appropriate action. B. Informational Submittals: Architect/Engineer will review each submittal and will not return it, or will return it if it does not comply with requirements. Architect/Engineer will return each submittal to the Contractor for distribution to the appropriate party. C. Partial submittals prepared for a portion of the Work will be reviewed when use of partial submittals has received prior approval from Architect/Engineer. D. Incomplete submittals are unacceptable, will be considered nonresponsive, and will be returned for resubmittal without review. E. Architect/Engineer will return without review submittals received from sources other than Contractor. F. Submittals not required by the Contract Documents will be returned by Architect without action. PART 2 - PRODUCTS (Not Used) PART 3 - EXECUTION (Not Used) END OF SECTION 013300 MEAD & HUNT, Inc. 013300-7 SUBMITTAL PROCEDURES X. 01189001161544.011TECMspecs 1 013300 Begin Building Review 11/15/2016 This page intentionally left blank. Begin Building Review 11/15/2016 SECTION 013553 — SECURITY PROCDEDURES PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 1 Specification Sections, apply to this Section. 1_2 SUMMARY A. Section includes: Guidelines for the Contractor to obtain badges. 1.3 SIDA BAODGE INSTRUCTIONS A. TSR Part 1542.209 requires a fingerprint -based Criminal History Records Check (CHRC) for all persons seeking unescorted access to airport SIDA/Secure Areas and "each individual with authority to authorize others to have unescorted access to a SIDA" [this means Company Certification Officials who are authorized to sign ID application requests]. The results of the CHRC must "not disclose that he or she has a disqualifying criminal offense, as described in paragraph (d) of this section [of Part 1542]" — see list of disqualifying crimes attached. B. Procedures: 1. Individuals must complete the ID Application form and the Fingerprint Application form, present two forms of identification, one must have photo and one must be issued by a government authority, prior to fingerprinting; Aspen -Pitkin County Airport Authority (APCAA) will collect and submit fingerprints to FBI. 2. The Airport Security Coordinator will notify the employer's certification official when results of the CHRC have been received. In the event the CHRC discloses an offense that would cause denial of unescorted access privilege, the individual will have an opportunity to correct or complete the information contained in his or her record, subject to certain conditions. 3. The airport operator (APCAA) may not issue access media — IDs or keys — until the CHRC results have been received from FBI. 4. ID application forms require applicants to list 10 years of employment history — no gaps — and verification (by the Certifying Official) of the most recent 5 years, and must be submitted to Airport Operations in advance of class attendance. 5. Applicants will attend Airport Security class (and Airside Driver class, if applicable) after fingerprint CHRC results have been received by APCAA; total duration of both classes is approximately 2'/2 hours. 6. Not every member of a contractor's crew needs an ID; normally, workers may be `escorted' by a designated badged supervisor. The badged individual must remain in close proximity to the `escorted' individuals at all times while in the Secure Area. C. Charges: 013553-1 SECURITY PROCEDURES Begin Building Review 11/15/2016 1. Many of the installation areas of this Project are within the secure area (SIDA/STERILE) of the Terminal. Movement within the secure area (SIDA/STERILE) requires a SIDA security badge. 2. Cost for badging is the responsibility of the contractor. You will need to contact the airport authority obtain the application for badge media. a. TSA requires a payment for each fingerprint submittal. This amount is due and payable to "Aspen -Pitkin County Airport" at the time prints are taken. This payment is non-refundable. b. The Aviation Authority requires a deposit for each Contractor ID before the ID can be issued. This deposit is fully refundable when the ID has been returned. C. Lost or Stolen IDs: A new ID application form must be completed and signed. Replacement fees are required for all lost badges. Damaged IDs will be replaced at no cost, providing the damaged ID is returned to Airport Operations. D. Cost for badges will be provided by APCAA at the preconstruction meeting. 1.4 PERSONNEL PERMITTED TO BE BADGED A. Personnel designated as supervisors by the general contractor and sub -contractors may apply for badges that will allow them unescorted access to airport SIDA/Secure Areas. B. The Contractor shall provide a list of supervisors to APCAA prior to the pre -construction meeting for review and approval. C. Badged supervisors will be required to escort the contractor's workforce when working in secured areas. The badged supervisor must remain in close proximity with workers in the secured area at all times. 1_5 SIDA BADGE RETURN A. All badges issued under this project must be returned to APCAA Operations prior to final payment being made to the contractor. B. Lost badges will be assessed an administrative fee. PART 2 - PRODUCTS (not used) PART 3 - EXECUTION (not used) END OF SECTION 013553 SECURITY PROCEDURES 013553-2 Begin Building Review 11/15/2016 SECTION 015000 - TEMPORARY FACILITIES AND CONTROLS PART 1 - GENERAL 1_1 SUMMARY A. Section includes requirements for temporary utilities, support facilities, and security and protection facilities. 1_2 USE CHARGES A. General: Installation and removal of and use charges for temporary facilities shall be included in the Contract Sum unless otherwise indicated. Allow other entities engaged in the Project to use temporary services and facilities without cost, including, but not limited to, testing agencies, and authorities having jurisdiction. B. Water and Sewer Service from Existing System: Water from Owner's existing water system is available for use without metering and without payment of use charges. Provide connections and extensions of services as required for construction operations. C. Electric Power Service from Existing System: Electric power from Owner's existing system is available for use without metering and without payment of use charges. Provide connections and extensions of services as required for construction operations. 1_3 INFORMATIONAL SUBMITTALS A. Site Utilization Plan: Show temporary facilities, temporary utility lines and connections, staging areas, construction site entrances, vehicle circulation, and parking areas for construction personnel. B. Project Identification and Temporary Signs: Show fabrication and installation details, including plans, elevations, details, layouts, typestyles, graphic elements, and message content. C. Fire -Safety Program: Show compliance with requirements of NFPA 241 and authorities having jurisdiction. Indicate Contractor personnel responsible for management of fire - prevention program. D. Moisture -and Mold -Protection Plan: Describe procedures and controls for protecting materials and construction from water absorption and damage and mold. E. Dust- and HVAC -Control Plan: Submit coordination drawing and narrative that indicates the dust- and HVAC -control measures proposed for use, proposed locations, and proposed time frame for their operation. Include the following: 1. Locations of dust -control partitions at each phase of work. 2. HVAC system isolation schematic drawing. 3. Location of proposed air -filtration system discharge. 4. Waste -handling procedures. 5. Other dust -control measures. MEAD & HUNT, Inc. 015000-1 TEMPORARY FACILITIES AND CONTROLS X:101189001161544.011TECHIspecs 1 015000 Begin Building Review 11/15/2016 1.4 QUALITY ASSURANCE A. Electric Service: Comply with NECA, NEMA, and UL standards and regulations for temporary electric service. Install service to comply with NFPA 70. B. Tests and Inspections: Arrange for authorities having jurisdiction to test and inspect each temporary utility before use. Obtain required certifications and permits. C. Accessible Temporary Egress: Comply with applicable provisions in the United States Access Board's ADA -ABA Accessibility Guidelines and ICC/ANSI A117.1. 1_5 PROJECT CONDITIONS A. Temporary Use of Permanent Facilities: Engage Installer of each permanent service to assume responsibility for operation, maintenance, and protection of each permanent service during its use as a construction facility before Owner's acceptance, regardless of previously assigned responsibilities. PART 2 - PRODUCTS 2.1 TEMPORARY FACILITIES A. Field Offices, General: Prefabricated or mobile units with serviceable finishes, temperature controls, and foundations adequate for normal loading. B. Common -Use Field Office: Of sufficient size to accommodate needs of construction personnel office activities. Keep office clean and orderly. 2_2 EQUIPMENT A. Fire Extinguishers: Portable, UL rated; with class and extinguishing agent as required by locations and classes of fire exposures. B. HVAC Equipment: Unless Owner authorizes use of permanent HVAC system, provide vented, self-contained, liquid -propane -gas or fuel -oil heaters with individual space thermostatic control. Use of gasoline -burning space heaters, open -flame heaters, or salamander -type heating units is prohibited. PART 3 - EXECUTION 3.1 TEMPORARY FACILITIES, GENERAL A. Conservation: Coordinate construction and use of temporary facilities with consideration given to conservation of energy, water, and materials. Coordinate use of temporary utilities to minimize waste. TEMPORARY FACILITIES AND 015000-2 MEAD & HUNT, Inc. CONTROLS Begin Building Review X:101189001161544.011TECHIspecs 1 015000 11/15/2016 1. Salvage materials and equipment involved in performance of, but not actually incorporated into, the Work. See other Sections for disposition of salvaged materials that are designated as Owner's property. 3.2 INSTALLATION. GENERAL A. Locate facilities where they will serve Project adequately and result in minimum interference with performance of the Work. Relocate and modify facilities as required by progress of the Work. B. Provide each facility ready for use when needed to avoid delay. Do not remove until facilities are no longer needed or are replaced by authorized use of completed permanent facilities. 3_3 TEMPORARY UTILITY INSTALLATION A. General: Install temporary service or connect to existing service. Arrange with utility company, Owner, and existing users for time when service can be interrupted, if necessary, to make connections for temporary services. B. Water Service: Install water service and distribution piping in sizes and pressures adequate for construction. C. Sanitary Facilities: Provide temporary toilets, wash facilities, and drinking water for use of construction personnel. Comply with requirements of authorities having jurisdiction for type, number, location, operation, and maintenance of fixtures and facilities. D. Temporary Heating and Cooling: Provide temporary heating and cooling required by construction activities for curing or drying of completed installations or for protecting installed construction from adverse effects of low temperatures or high humidity. Select equipment that will not have a harmful effect on completed installations or elements being installed. Provide temporary dehumidification systems when required to reduce ambient and substrate moisture levels to level required to allow installation or application of finishes and their proper curing or drying. E. Isolation of Work Areas in Occupied Facilities: Prevent dust, fumes, and odors from entering occupied areas. Prior to commencing work, isolate the HVAC system in area where work is to be performed. a. Disconnect supply and return ductwork in work area from HVAC systems servicing occupied areas. b. Maintain negative air pressure within work area using HEPA-equipped air -filtration units, starting with commencement of temporary partition construction, and continuing until removal of temporary partitions is complete. MEAD & HUNT, Inc. 015000-3 X:101189001161544.011TECHIspecs 1 015000 Begin Building Review 11/15/2016 TEMPORARY FACILITIES AND CONTROLS 2. Maintain dust partitions during the Work. Use vacuum collection attachments on dust -producing equipment. Isolate limited work within occupied areas using portable dust -containment devices. 3. Perform daily construction cleanup and final cleanup using approved, HEPA- filter-equipped vacuum equipment. F. Electric Power Service: Connect to Owner's existing electric power service. Maintain equipment in a condition acceptable to Owner. G. Lighting: Provide temporary lighting with local switching that provides adequate illumination for construction operations, observations, inspections, and traffic conditions. Install and operate temporary lighting that fulfills security and protection requirements without operating entire system. H. Telephone Service: Contractor's project superintendent shall be provided with a mobile phone. The project superintendent shall carry the mobile phone at all times while on the project site, keep it charged, and have the mobile phone turned on. 3_4 SUPPORT FACILITIES INSTALLATION A. General: Comply with the following: 1. Provide construction for temporary offices, shops, and sheds located within construction area or where designated by the Owner. 2. Maintain support facilities until Architect schedules Substantial Completion inspection. Remove before Substantial Completion. Personnel remaining after Substantial Completion will be permitted to use permanent facilities, under conditions acceptable to Owner. B. Temporary Roads: Construct and maintain temporary roads for construction operations. Locate temporary roads if required. Coordinate location of temporary roads with Owner. 1. Provide dust -control treatment that is nonpolluting and nontracking. Reapply treatment as required to minimize dust. C. Traffic Controls: Comply with requirements of authorities having jurisdiction. 1. Protect existing site improvements to remain including curbs, pavement, and utilities. 2. Maintain access for fire -fighting equipment and access to fire hydrants. D. Parking: Use designated areas of Owner's existing parking areas for construction personnel. E. Dewatering Facilities and Drains: Comply with requirements of authorities having jurisdiction. Maintain Project site, excavations, and construction free of water. 1. Dispose of rainwater in a lawful manner that will not result in flooding Project or adjoining properties or endanger permanent Work or temporary facilities. 2. Remove snow and ice as required to minimize accumulations. TEMPORARY FACILITIES AND 015000-4 CONTROLS Begin Building Review 11/15/2016 MEAD & HUNT, Inc. X:101189001161544.011TECHIspecs 1 015000 F. Project Signs: Provide Project signs as indicated. Unauthorized signs are not permitted. 1. Identification Signs: Provide Project identification signs as indicated on Drawings. 2. Temporary Signs: Provide other signs as indicated and as required to inform public and individuals seeking entrance to Project. a. Provide temporary, directional signs for construction personnel and visitors. 3. Maintain and touch up signs so they are legible at all times. G. Waste Disposal Facilities: Comply with requirements specified in Section 017419 "Construction Waste Management and Disposal." H. Waste Disposal Facilities: Provide waste -collection containers in sizes adequate to handle waste from construction operations. Comply with requirements of authorities having jurisdiction. Comply with progress cleaning requirements in Section 017300 "Execution." Lifts and Hoists: Provide facilities necessary for hoisting materials and personnel. 1. Truck cranes and similar devices used for hoisting materials are considered "tools and equipment" and not temporary facilities. J. Temporary Stairs: Provide temporary stairs where ladders are not adequate. 3_5 SECURITY AND PROTECTION FACILITIES INSTALLATION A. Protection of Existing Facilities: Protect existing vegetation, equipment, structures, utilities, and other improvements at Project site and on adjacent properties, except those indicated to be removed or altered. Repair damage to existing facilities. B. Environmental Protection: Provide protection, operate temporary facilities, and conduct construction as required to comply with environmental regulations and that minimize possible air, waterway, and subsoil contamination or pollution or other undesirable effects. C. Temporary Erosion and Sedimentation Control: Comply with requirements of EPA Construction General Permit or authorities having jurisdiction, whichever is more stringent. D. Stormwater Control: Comply with requirements of authorities having jurisdiction. Provide barriers in and around excavations and subgrade construction to prevent flooding by runoff of stormwater from heavy rains. E. Site Enclosure Fence: Before construction operations begin, furnish and install site enclosure fence in a manner that will prevent people from easily entering site except by entrance gates. 1. Extent of Fence: As required to enclose entire Project site or portion determined sufficient to accommodate construction operations. MEAD & HUNT, Inc. 015000-5 X:101189001161544.011TECHIspecs 1 015000 Begin Building Review 11/15/2016 TEMPORARY FACILITIES AND CONTROLS F G H 2. Maintain security by limiting number of keys and restricting distribution to authorized personnel. Furnish one set of keys to Owner. Security Enclosure and Lockup: Install temporary enclosure around partially completed areas of construction. Provide lockable entrances to prevent unauthorized entrance, vandalism, theft, and similar violations of security. Lock entrances at end of each workday. Barricades, Warning Signs, and Lights: Comply with requirements of authorities having jurisdiction for erecting structurally adequate barricades, including warning signs and lighting. Temporary Egress: Maintain temporary egress from existing occupied facilities as indicated and as required by authorities having jurisdiction. Temporary Enclosures: Provide temporary enclosures for protection of construction, in progress and completed, from exposure, foul weather, other construction operations, and similar activities. Provide temporary weathertight enclosure for building exterior. Where heating or cooling is needed and permanent enclosure is incomplete, insulate temporary enclosures. Temporary Partitions: Provide floor -to -ceiling dustproof partitions to limit dust and dirt migration and to separate areas occupied by Owner and tenants from fumes and noise. 1. Construct dustproof partitions with gypsum wallboard with joints taped on occupied side, and fire -retardant -treated plywood on construction operations side. 2. Where fire -resistance -rated temporary partitions are indicated or are required by authorities having jurisdiction, construct partitions according to the rated assemblies. 3. Provide walk -off mats at each entrance through temporary partition. K. Temporary Fire Protection: Install and maintain temporary fire -protection facilities of types needed to protect against reasonably predictable and controllable fire losses. Comply with NFPA 241; manage fire -prevention program. 3.6 1. Prohibit smoking in construction areas. Comply with additional limits on smoking specified in other Sections. 2. Supervise welding operations, combustion -type temporary heating units, and similar sources of fire ignition according to requirements of authorities having jurisdiction. 3. Develop and supervise an overall fire -prevention and -protection program for personnel at Project site. Review needs with local fire department and establish procedures to be followed. Instruct personnel in methods and procedures. Post warnings and information. 4. Provide temporary standpipes and hoses for fire protection. Hang hoses with a warning sign stating that hoses are for fire -protection purposes only and are not to be removed. Match hose size with outlet size and equip with suitable nozzles. MOISTURE AND MOLD CONTROL TEMPORARY FACILITIES AND 015000-6 MEAD & HUNT, Inc. CONTROLS Begin Building Review X:101189001161544.011TECHIspecs 1 015000 11/15/2016 A. Contractor's Moisture -Protection Plan: Describe delivery, handling, storage, installation, and protection provisions for materials subject to water absorption or water damage. 1. Indicate procedures for discarding water -damaged materials, protocols for mitigating water intrusion into completed Work, and replacing water -damaged Work. 2. Indicate sequencing of work that requires water, such as sprayed fire -resistive materials, plastering, and terrazzo grinding, and describe plans for dealing with water from these operations. Show procedures for verifying that wet construction has dried sufficiently to permit installation of finish materials. 3. Indicate methods to be used to avoid trapping water in finished work. B. Exposed Construction Period: Before installation of weather barriers, when materials are subject to wetting and exposure and to airborne mold spores, protect as follows: 1. Protect porous materials from water damage. 2. Protect stored and installed material from flowing or standing water. 3. Keep porous and organic materials from coming into prolonged contact with concrete. 4. Remove standing water from decks. 5. Keep deck openings covered or dammed. C. Partially Enclosed Construction Period: After installation of weather barriers but before full enclosure and conditioning of building, when installed materials are still subject to infiltration of moisture and ambient mold spores, protect as follows: 1. Do not load or install drywall or other porous materials or components, or items with high organic content, into partially enclosed building. 2. Keep interior spaces reasonably clean and protected from water damage. 3. Periodically collect and remove waste containing cellulose or other organic matter. 4. Discard or replace water -damaged material. 5. Do not install material that is wet. 6. Discard and replace stored or installed material that begins to grow mold. 7. Perform work in a sequence that allows wet materials adequate time to dry before enclosing the material in gypsum board or other interior finishes. D. Controlled Construction Period: After completing and sealing of the building enclosure but prior to the full operation of permanent HVAC systems, maintain as follows: 1. Control moisture and humidity inside building by maintaining effective dry -in conditions. 2. Use temporary or permanent HVAC system to control humidity within ranges specified for installed and stored materials. 3. Comply with manufacturer's written instructions for temperature, relative humidity, and exposure to water limits. 3.7 OPERATION, TERMINATION, AND REMOVAL A. Supervision: Enforce strict discipline in use of temporary facilities. To minimize waste and abuse, limit availability of temporary facilities to essential and intended uses. MEAD & HUNT, Inc. 015000-7 TEMPORARY FACILITIES AND CONTROLS X:101189001161544.011TECHIspecs 1015000 Begin Building Review 11/15/2016 B. Maintenance: Maintain facilities in good operating condition until removal. Maintain operation of temporary enclosures, heating, cooling, humidity control, ventilation, and similar facilities on a 24-hour basis where required to achieve indicated results and to avoid possibility of damage. C. Temporary Facility Changeover: Do not change over from using temporary security and protection facilities to permanent facilities until Substantial Completion. D. Termination and Removal: Remove each temporary facility when need for its service has ended, when it has been replaced by authorized use of a permanent facility, or no later than Substantial Completion. Complete or, if necessary, restore permanent construction that may have been delayed because of interference with temporary facility. Repair damaged Work, clean exposed surfaces, and replace construction that cannot be satisfactorily repaired. 1. Materials and facilities that constitute temporary facilities are property of Contractor. Owner reserves right to take possession of Project identification signs. 2. At Substantial Completion, repair, renovate, and clean permanent facilities used during construction period. Comply with final cleaning requirements specified in Section 017700 "Closeout Procedures." END OF SECTION 015000 TEMPORARY FACILITIES AND 015000-8 CONTROLS Begin Building Review 11/15/2016 MEAD & HUNT, Inc. X:101189001161544.011TECHIspecs 1 015000 SECTION 016000 - PRODUCT REQUIREMENTS PART 1 - GENERAL 1.1 SUMMARY A. Section includes administrative and procedural requirements for selection of products for use in Project; product delivery, storage, and handling; manufacturers' standard warranties on products; special warranties; and comparable products. 1_2 DEFINITIONS A. Products: Items obtained for incorporating into the Work, whether purchased for Project or taken from previously purchased stock. The term "product" includes the terms "material," "equipment," "system," and terms of similar intent. 1. Named Products: Items identified by manufacturer's product name, including make or model number or other designation shown or listed in manufacturer's published product literature that is current as of date of the Contract Documents. 2. New Products: Items that have not previously been incorporated into another project or facility. Products salvaged or recycled from other projects are not considered new products. 3. Comparable Product: Product that is demonstrated and approved by Architect/Engineer through submittal process to have the indicated qualities related to type, function, dimension, in-service performance, physical properties, appearance, and other characteristics that equal or exceed those of specified product. B. Basis -of -Design Product Specification: A specification in which a single manufacturer's product is named and accompanied by the words "basis -of -design product," including make or model number or other designation. In addition to the basis -of -design product description, product attributes and characteristics may be listed to establish the significant qualities related to type, function, in-service performance and physical properties, weight, dimension, durability, visual characteristics, and other special features and requirements for purposes of evaluating comparable products of additional manufacturers named in the specification. 1.3 ACTION SUBMITTALS A. Comparable Product Request Submittal: Submit request for consideration of each comparable product. Identify basis -of -design product or fabrication or installation method to be replaced. Include Specification Section number and title and Drawing numbers and titles. 1. Include data to indicate compliance with the requirements specified in "Comparable Products" Article. 2. Architect's/Engineer's Action: If necessary, Architect/Engineer will request additional information or documentation for evaluation within seven days of receipt of a comparable product request. Architect/Engineer will notify Contractor of approval or rejection of proposed comparable product request within 15 days MEAD & HUNT, Inc. 016000-1 PRODUCT REQUIREMENTS X:101189001161544.011TECHIspecs 1 016000 Begin Building Review 11/15/2016 L of receipt of request, or seven days of receipt of additional information or documentation, whichever is later. a. Form of Architect's/Engineer's Approval of Submittal: As specified in Section 013300 "Submittal Procedures." b. Use product specified if Architect/Engineer does not issue a decision on use of a comparable product request within time allocated. Basis -of -Design Product Specification Submittal: Comply with requirements in Section 013300 "Submittal Procedures." Show compliance with requirements. ALITY ASSURANCE Compatibility of Options: If Contractor is given option of selecting between two or more products for use on Project, select product compatible with products previously selected, even if previously selected products were also options. PRODUCT DELIVERY, STORAGE, AND HANDLING Deliver, store, and handle products using means and methods that will prevent damage, deterioration, and loss, including theft and vandalism. Comply with manufacturer's written instructions. Delivery and Handling: 1. Schedule delivery to minimize long-term storage at Project site and to prevent overcrowding of construction spaces. 2. Coordinate delivery with installation time to ensure minimum holding time for items that are flammable, hazardous, easily damaged, or sensitive to deterioration, theft, and other losses. 3. Deliver products to Project site in an undamaged condition in manufacturer's original sealed container or other packaging system, complete with labels and instructions for handling, storing, unpacking, protecting, and installing. 4. Inspect products on delivery to determine compliance with the Contract Documents and to determine that products are undamaged and properly protected. Storage: Store products to allow for inspection and measurement of quantity or counting of units. 2. Store materials in a manner that will not endanger Project structure. 3. Store products that are subject to damage by the elements, under cover in a weathertight enclosure above ground, with ventilation adequate to prevent condensation. 4. Protect foam plastic from exposure to sunlight, except to extent necessary for period of installation and concealment. 5. Comply with product manufacturer's written instructions for temperature, humidity, ventilation, and weather -protection requirements for storage. 6. Protect stored products from damage and liquids from freezing. PRODUCT REQUIREMENTS 016000-2 MEAD & HUNT, Inc. Begin Building Review X:101189001161544.011TECHIspecs 1 016000 11/15/2016 1_6 PRODUCT WARRANTIES A. Warranties specified in other Sections shall be in addition to, and run concurrent with, other warranties required by the Contract Documents. Manufacturer's disclaimers and limitations on product warranties do not relieve Contractor of obligations under requirements of the Contract Documents. 1. Manufacturer's Warranty: Written warranty furnished by individual manufacturer for a particular product and specifically endorsed by manufacturer to Owner. 2. Special Warranty: Written warranty required by the Contract Documents to provide specific rights for Owner. B. Special Warranties: Prepare a written document that contains appropriate terms and identification, ready for execution. 1. Manufacturer's Standard Form: Modified to include Project -specific information and properly executed. 2. Specified Form: When specified forms are included with the Specifications, prepare a written document using indicated form properly executed. 3. See other Sections for specific content requirements and particular requirements for submitting special warranties. PART 2 - PRODUCTS 2.1 PRODUCT SELECTION PROCEDURES A. General Product Requirements: Provide products that comply with the Contract Documents, are undamaged and, unless otherwise indicated, are new at time of installation. 1. Provide products complete with accessories, trim, finish, fasteners, and other items needed for a complete installation and indicated use and effect. 2. Standard Products: If available, and unless custom products or nonstandard options are specified, provide standard products of types that have been produced and used successfully in similar situations on other projects. 3. Owner reserves the right to limit selection to products with warranties meeting requirements of the Contract Documents. 4. Where products are accompanied by the term "as selected," Architect/Engineer will make selection. 5. Descriptive, performance, and reference standard requirements in the Specifications establish salient characteristics of products. B. Product Selection Procedures: Sole Product: Where Specifications name a single manufacturer and product, provide the named product that complies with requirements. Comparable products or substitutions for Contractor's convenience will not be considered. a. Sole product may be indicated by the phrase: "Subject to compliance with requirements, provide the following:..." MEAD & HUNT, Inc. 016000-3 PRODUCT REQUIREMENTS X:101189001161544.011TECHIspecs 1 016000 Begin Building Review 11/15/2016 2. Sole Manufacturer/Source: Where Specifications name a single manufacturer or source, provide a product by the named manufacturer or source that complies with requirements. Comparable products or substitutions for Contractor's convenience will not be considered. a. Sole manufacturer/source may be indicated by the phrase: "Subject to compliance with requirements, provide products by the following:..." 3. Non -Limited List of Products: Where Specifications include a list of names of both available manufacturers and products, provide one of the products listed, or an unnamed product, which complies with requirements. 4. Limited List of Manufacturers: Where Specifications include a list of manufacturers' names, provide a product by one of the manufacturers listed that complies with requirements. Comparable products or substitutions for Contractor's convenience will be considered unless otherwise indicated. 5. Non -Limited List of Manufacturers: Where Specifications include a list of available manufacturers, provide a product by one of the manufacturers listed, or a product by an unnamed manufacturer, which complies with requirements. 6. Basis -of -Design Product: Where Specifications name a product, or refer to a product indicated on Drawings, and include a list of manufacturers, provide the specified or indicated product or a comparable product by one of the other named manufacturers. Drawings and Specifications indicate sizes, profiles, dimensions, and other characteristics that are based on the product named. Comply with requirements in "Comparable Products" Article for consideration of an unnamed product by one of the other named manufacturers. C. Visual Matching Specification: Where Specifications require "match Architect's/Engineer's sample," provide a product that complies with requirements and matches Architect's sample. Architect's decision will be final on whether a proposed product matches. D. Visual Selection Specification: Where Specifications include the phrase "as selected by Architect from manufacturer's full range" or similar phrase, select a product that complies with requirements. Architect will select color, gloss, pattern, density, or texture from manufacturer's product line that includes both standard and premium items. 2_2 COMPARABLE PRODUCTS A. Conditions for Consideration of Comparable Products: Architect/Engineer will consider Contractor's request for comparable product when the following conditions are satisfied. If the following conditions are not satisfied, Architect may return requests without action, except to record noncompliance with these requirements: Evidence that proposed product does not require revisions to the Contract Documents, is consistent with the Contract Documents, will produce the indicated results, and is compatible with other portions of the Work. Detailed comparison of significant qualities of proposed product with those named in the Specifications. Significant product qualities include attributes such as type, PRODUCT REQUIREMENTS 016000-4 MEAD & HUNT, Inc. Begin Building Review X:101189001161544.011TECHIspecs 1 016000 11/15/2016 function, in-service performance and physical properties, weight, dimension, durability, visual characteristics, and other specific features and requirements. 2. Evidence that proposed product provides specified warranty. 3. List of similar installations for completed projects with project names and addresses and names and addresses of architects and owners, if requested. 4. Samples, if requested. PART 3 - EXECUTION (Not Used) END OF SECTION 016000 MEAD & HUNT, Inc. 016000-5 PRODUCT REQUIREMENTS X:101189001161544.011TECHIspecs 1 016000 Begin Building Review 11/15/2016 This page intentionally left blank. Begin Building Review 11/15/2016 SECTION 017300 - EXECUTION PART 1 - GENERAL 1.1 SUMMARY A. Section includes general administrative and procedural requirements governing execution of the Work including, but not limited to, the following: 1. Construction layout. 2. Field engineering and surveying. 3. Installation of the Work. 4. Cutting and patching. 5. Progress cleaning. 6. Starting and adjusting. 7. Protection of installed construction. 1.2 INFORMATIONAL SUBMITTALS A. Landfill Receipts: Submit copy of receipts issued by a landfill facility, licensed to accept hazardous materials, for hazardous waste disposal. 1.3 QUALITY ASSURANCE A. Cutting and Patching: Comply with requirements for and limitations on cutting and patching of construction elements. 1. Structural Elements: When cutting and patching structural elements, notify Architect of locations and details of cutting and await directions from Architect before proceeding. Shore, brace, and support structural elements during cutting and patching. Do not cut and patch structural elements in a manner that could change their load -carrying capacity or increase deflection. 2. Operational Elements: Do not cut and patch operating elements and related components in a manner that results in reducing their capacity to perform as intended or that results in increased maintenance or decreased operational life or safety. 3. Other Construction Elements: Do not cut and patch other construction elements or components in a manner that could change their load -carrying capacity, that results in reducing their capacity to perform as intended, or that results in increased maintenance or decreased operational life or safety. 4. Visual Elements: Do not cut and patch construction in a manner that results in visual evidence of cutting and patching. Do not cut and patch exposed construction in a manner that would, in Architect's opinion, reduce the building's aesthetic qualities. Remove and replace construction that has been cut and patched in a visually unsatisfactory manner. B. Manufacturer's Installation Instructions: Obtain and maintain on-site manufacturer's written recommendations and instructions for installation of products and equipment. MEAD & HUNT, Inc. 017300-1 EXECUTION X:101189001161544.011TECHIspecs 1 017300 Begin Building Review 11/15/2016 PART 2 - PRODUCTS 2_1 MATERIALS A. General: Comply with requirements specified in other Sections. B. In -Place Materials: Use materials for patching identical to in-place materials. For exposed surfaces, use materials that visually match in-place adjacent surfaces to the fullest extent possible. If identical materials are unavailable or cannot be used, use materials that, when installed, will provide a match acceptable to Architect for the visual and functional performance of in-place materials. PART 3 - EXECUTION 3_1 EXAMINATION A. Existing Conditions: The existence and location of underground and other utilities and construction indicated as existing are not guaranteed. Before beginning sitework, investigate and verify the existence and location of underground utilities, mechanical and electrical systems, and other construction affecting the Work. 1. Before construction, verify the location and invert elevation at points of connection of sanitary sewer, storm sewer, and water -service piping; underground electrical services; and other utilities. 2. Furnish location data for work related to Project that must be performed by public utilities serving Project site. B. Examination and Acceptance of Conditions: Before proceeding with each component of the Work, examine substrates, areas, and conditions, with Installer or Applicator present where indicated, for compliance with requirements for installation tolerances and other conditions affecting performance. Record observations. 1. Examine roughing -in for mechanical and electrical systems to verify actual locations of connections before equipment and fixture installation. 2. Examine walls, floors, and roofs for suitable conditions where products and systems are to be installed. 3. Verify compatibility with and suitability of substrates, including compatibility with existing finishes or primers. C. Proceed with installation only after unsatisfactory conditions have been corrected. Proceeding with the Work indicates acceptance of surfaces and conditions. 3_2 PREPARATION A. Existing Utility Information: Furnish information to Owner that is necessary to adjust, move, or relocate existing utility structures, utility poles, lines, services, or other utility appurtenances located in or affected by construction. Coordinate with authorities having jurisdiction. EXECUTION 017300-2 MEAD & HUNT, Inc. Begin Building Review 11/15/2016 X:101189001161544.011TECHIspecs 1 017300 B. Field Measurements: Take field measurements as required to fit the Work properly. Recheck measurements before installing each product. Where portions of the Work are indicated to fit to other construction, verify dimensions of other construction by field measurements before fabrication. Coordinate fabrication schedule with construction progress to avoid delaying the Work. C. Space Requirements: Verify space requirements and dimensions of items shown diagrammatically on Drawings. 3_3 CONSTRUCTION LAYOUT A. Verification: Before proceeding to lay out the Work, verify layout information shown on Drawings, in relation to the property survey and existing benchmarks. If discrepancies are discovered, notify Architect/Engineer promptly. B. General: Engage a professional engineer to lay out the Work using accepted surveying practices. 1. Establish benchmarks and control points to set lines and levels at each story of construction and elsewhere as needed to locate each element of Project. 2. Establish limits on use of Project site. 3. Establish dimensions within tolerances indicated. Do not scale Drawings to obtain required dimensions. 4. Inform installers of lines and levels to which they must comply. 5. Check the location, level and plumb, of every major element as the Work progresses. 6. Notify Architect/Engineer when deviations from required lines and levels exceed allowable tolerances. 7. Close site surveys with an error of closure equal to or less than the standard established by authorities having jurisdiction. C. Building Lines and Levels: Locate and lay out control lines and levels for structures, building foundations, column grids, and floor levels, including those required for mechanical and electrical work. Transfer survey markings and elevations for use with control lines and levels. Level foundations and piers from two or more locations. 3.4 FIELD ENGINEERING A. Identification: Contractor shall coordinate Owner the identification of existing benchmarks, control points, and property corners to be used for verifying elevations. B. Reference Points: Locate existing permanent benchmarks, control points, and similar reference points before beginning the Work. Preserve and protect permanent benchmarks and control points during construction operations. 3_5 INSTALLATION A. General: Locate the Work and components of the Work accurately, in correct alignment and elevation, as indicated. Make vertical work plumb and make horizontal work level. MEAD & HUNT, Inc. 017300-3 EXECUTION X:101189001161544.011TECHIspecs 1 017300 Begin Building Review 11/15/2016 2. Where space is limited, install components to maximize space available for maintenance and ease of removal for replacement. 3. Conceal pipes, ducts, and wiring in finished areas unless otherwise indicated. B. Comply with manufacturer's written instructions and recommendations for installing products in applications indicated. C. Install products at the time and under conditions that will ensure the best possible results. Maintain conditions required for product performance until Substantial Completion. D. Conduct construction operations so no part of the Work is subjected to damaging operations or loading in excess of that expected during normal conditions of occupancy. E. Sequence the Work and allow adequate clearances to accommodate movement of construction items on site and placement in permanent locations. F. Tools and Equipment: Where possible, select tools or equipment that minimize production of excessive noise levels. G. Templates: Obtain and distribute to the parties involved templates for work specified to be factory prepared and field installed. Check Shop Drawings of other portions of the Work to confirm that adequate provisions are made for locating and installing products to comply with indicated requirements. H. Attachment: Provide blocking and attachment plates and anchors and fasteners of adequate size and number to securely anchor each component in place, accurately located and aligned with other portions of the Work. Where size and type of attachments are not indicated, verify size and type required for load conditions. 1. Mounting Heights: Where mounting heights are not indicated, mount components at heights directed by Architect. 2. Allow for building movement, including thermal expansion and contraction. 3. Coordinate installation of anchorages. Furnish setting drawings, templates, and directions for installing anchorages, including sleeves, concrete inserts, anchor bolts, and items with integral anchors, that are to be embedded in concrete or masonry. Deliver such items to Project site in time for installation. Joints: Make joints of uniform width. Where joint locations in exposed work are not indicated, arrange joints for the best visual effect. Fit exposed connections together to form hairline joints. J. Remove and replace damaged, defective, or non -conforming Work. 3.6 CUTTING AND PATCHING A. Cutting and Patching, General: Employ skilled workers to perform cutting and patching. Proceed with cutting and patching at the earliest feasible time, and complete without delay. EXECUTION 017300-4 MEAD & HUNT, Inc. Begin Building Review X:101189001161544.011TECHIspecs 1 017300 11/15/2016 Cut in-place construction to provide for installation of other components or performance of other construction, and subsequently patch as required to restore surfaces to their original condition. B. Existing Warranties: Remove, replace, patch, and repair materials and surfaces cut or damaged during installation or cutting and patching operations, by methods and with materials so as not to void existing warranties. C. Temporary Support: Provide temporary support of work to be cut. D. Protection: Protect in-place construction during cutting and patching to prevent damage. Provide protection from adverse weather conditions for portions of Project that might be exposed during cutting and patching operations. E. Adjacent Occupied Areas: Where interference with use of adjoining areas or interruption of free passage to adjoining areas is unavoidable, coordinate cutting and patching with Owner to minimize disturbance to adjacent occupied areas. F. Existing Utility Services and Mechanical/Electrical Systems: Where existing services/systems are required to be removed, relocated, or abandoned, bypass such services/systems before cutting to prevent interruption to occupied areas. G. Cutting: Cut in-place construction by sawing, drilling, breaking, chipping, grinding, and similar operations, including excavation, using methods least likely to damage elements retained or adjoining construction. If possible, review proposed procedures with original Installer; comply with original Installer's written recommendations. 1. In general, use hand or small power tools designed for sawing and grinding, not hammering and chopping. Cut holes and slots neatly to minimum size required, and with minimum disturbance of adjacent surfaces. Temporarily cover openings when not in use. 2. Finished Surfaces: Cut or drill from the exposed or finished side into concealed surfaces. 3. Concrete: Cut using a cutting machine, such as an abrasive saw or a diamond - core drill. 4. Excavating and Backfilling: Comply with requirements in applicable Sections where required by cutting and patching operations. 5. Mechanical and Electrical Services: Cut off pipe or conduit in walls or partitions to be removed. Cap, valve, or plug and seal remaining portion of pipe or conduit to prevent entrance of moisture or other foreign matter after cutting. 6. Proceed with patching after construction operations requiring cutting are complete. H. Patching: Patch construction by filling, repairing, refinishing, closing up, and similar operations following performance of other work. Patch with durable seams that are as invisible as practicable. Provide materials and comply with installation requirements specified in other Sections, where applicable. Inspection: Where feasible, test and inspect patched areas after completion to demonstrate physical integrity of installation. MEAD & HUNT, Inc. 017300-5 EXECUTION X:101189001161544.011TECHIspecs 1 017300 Begin Building Review 11/15/2016 2. Exposed Finishes: Restore exposed finishes of patched areas and extend finish restoration into retained adjoining construction in a manner that will minimize evidence of patching and refinishing. Cleaning: Clean areas and spaces where cutting and patching are performed. Remove paint, mortar, oils, putty, and similar materials from adjacent finished surfaces. 3.7 PROGRESS CLEANING A. General: Clean Project site and work areas daily, including common areas. Enforce requirements strictly. Dispose of materials lawfully. 1. Comply with requirements in NFPA 241 for removal of combustible waste materials and debris. 2. Do not hold waste materials more than seven days during normal weather or three days if the temperature is expected to rise above 80 deg F (27 deg C). 3. Containerize hazardous and unsanitary waste materials separately from other waste. Mark containers appropriately and dispose of legally, according to regulations. a. Use containers intended for holding waste materials of type to be stored. B. Site: Maintain Project site free of waste materials and debris. C. Work Areas: Clean areas where work is in progress to the level of cleanliness necessary for proper execution of the Work. 1. Remove liquid spills promptly. 2. Where dust would impair proper execution of the Work, broom -clean or vacuum the entire work area, as appropriate. D. Installed Work: Keep installed work clean. Clean installed surfaces according to written instructions of manufacturer or fabricator of product installed, using only cleaning materials specifically recommended. If specific cleaning materials are not recommended, use cleaning materials that are not hazardous to health or property and that will not damage exposed surfaces. E. Concealed Spaces: Remove debris from concealed spaces before enclosing the space. F. Exposed Surfaces in Finished Areas: Clean exposed surfaces and protect as necessary to ensure freedom from damage and deterioration at time of Substantial Completion. G. Waste Disposal: Do not bury or burn waste materials on-site. Do not wash waste materials down sewers or into waterways. Comply with waste disposal requirements in Section 017419 "Construction Waste Management and Disposal." 3_8 STARTING AND ADJUSTING A. Start equipment and operating components to confirm proper operation. Remove malfunctioning units, replace with new units, and retest. EXECUTION 017300-6 MEAD & HUNT, Inc. Begin Building Review X:101189001161544.011TECHIspecs 1 017300 11/15/2016 B. Adjust equipment for proper operation. Adjust operating components for proper operation without binding. C. Test each piece of equipment to verify proper operation. Test and adjust controls and safeties. Replace damaged and malfunctioning controls and equipment. 3_9 PROTECTION OF INSTALLED CONSTRUCTION A. Provide final protection and maintain conditions that ensure installed Work is without damage or deterioration at time of Substantial Completion. B. Protection of Existing Items: Provide protection and ensure that existing items to remain undisturbed by construction are maintained in condition that existed at commencement of the Work. C. Comply with manufacturer's written instructions for temperature and relative humidity. END OF SECTION 017300 MEAD & HUNT, Inc. 017300-7 EXECUTION X:101189001161544.011TECHIspecs 1 017300 Begin Building Review 11/15/2016 This page intentionally left blank. Begin Building Review 11/15/2016 SECTION 017419 - CONSTRUCTION WASTE MANAGEMENT AND DISPOSAL PART 1 - GENERAL 1.1 SUMMARY A. Section includes administrative and procedural requirements for the following: Disposing nonhazardous demolition and construction waste. 1.2 DEFINITIONS A. Construction Waste: Building and site improvement materials and other solid waste resulting from construction, remodeling, renovation, or repair operations. Construction waste includes packaging. B. Demolition Waste: Building and site improvement materials resulting from demolition or selective demolition operations. C. Disposal: Removal off-site of demolition and construction waste and subsequent sale, recycling, reuse, or deposit in landfill or incinerator acceptable to authorities having jurisdiction. D. Recycle: Recovery of demolition or construction waste for subsequent processing in preparation for reuse. E. Salvage: Recovery of demolition or construction waste and subsequent sale or reuse in another facility. F. Salvage and Reuse: Recovery of demolition or construction waste and subsequent incorporation into the Work. PART 2 - PRODUCTS (Not Used) PART 3 - EXECUTION 3.1 PLAN IMPLEMENTATION A. General: Implement approved waste management plan. Provide handling, containers, storage, signage, transportation, and other items as required to implement waste management plan during the entire duration of the Contract. B. Training: Train workers, subcontractors, and suppliers on proper waste management procedures, as appropriate for the Work occurring at Project site. Distribute waste management plan to everyone concerned within 30 — (thirty) days of submittal return. MEAD & HUNT, Inc. X:101189001161544.011TECHIspecs 1 017419 017419-1 Begin Building Review 11/15/2016 CONSTRUCTION WASTE MANAGEMENT AND DISPOSAL 2. Distribute waste management plan to entities when they first begin work on-site. Review plan procedures and locations established for salvage, recycling, and disposal. C. Site Access and Temporary Controls: Conduct waste management operations to ensure minimum interference with roads, streets, walks, walkways, and other adjacent occupied and used facilities. Designate and label specific areas on Project site necessary for separating materials that are to be salvaged, recycled, reused, donated, and sold. 3.2 SALVAGING DEMOLITION WASTE A. Salvaged Items for Reuse in the Work: 1. Clean salvaged items. 2. Pack or crate items after cleaning. Identify contents of containers. 3. Store items in a secure area until installation. 4. Protect items from damage during transport and storage. 5. Install salvaged items to comply with installation requirements for new materials and equipment. Provide connections, supports, and miscellaneous materials necessary to make items functional for use indicated. B. Salvaged Items for Sale and Donation: Not permitted on Project site. C. Salvaged Items for Owner's Use: 1. Clean salvaged items. 2. Pack or crate items after cleaning. Identify contents of containers. 3. Store items in a secure area until delivery to Owner. 4. Transport items to Owner's storage area designated by Owner. 5. Protect items from damage during transport and storage. 3.3 DISPOSAL OF WASTE A. General: Except for items or materials to be salvaged, recycled, or otherwise reused, remove waste materials from Project site and legally dispose of them in a landfill or incinerator acceptable to authorities having jurisdiction. 1. Except as otherwise specified, do not allow waste materials that are to be disposed of accumulate on-site. 2. Remove and transport debris in a manner that will prevent spillage on adjacent surfaces and areas. B. Burning: Do not burn waste materials. C. Disposal: Remove waste materials from Owner's property and legally dispose of them. END OF SECTION 017419 CONSTRUCTION WASTE 017419-2 MEAD & HUNT, Inc. MANAGEMENT AND DISPOSAL Begin Building Review X:101189001161544.011TECHIspecs 1 017419 11/15/2016 SECTION 017700 - CLOSEOUT PROCEDURES PART 1 - GENERAL 1.1 SUMMARY A. Section includes administrative and procedural requirements for contract closeout, including, but not limited to, the following: 1. Substantial Completion procedures. 2. Final completion procedures. 3. Warranties. 4. Final cleaning. 5. Repair of the Work. 1.2 ACTION SUBMITTALS A. Contractor's List of Incomplete Items: Initial submittal at Substantial Completion. 1.3 CLOSEOUT SUBMITTALS A. Certificates of Release: From authorities having jurisdiction. B. Certificate of Insurance: For continuing coverage. C. Operation and Maintenance Data: Binder(s) of all operation and maintenance data required in the submittal log attached to Section 013300 "Submittal Procedures". D. Warranties: Binder of all signed warrantees required in the submittal log attached to Section 013300 "Submittal Procedures". 1.4 SUBSTANTIAL COMPLETION PROCEDURES A. Contractor's List of Incomplete Items: Prepare and submit a list of items to be completed and corrected (Contractor's punch list), indicating the value of each item on the list and reasons why the Work is incomplete. B. Submittals Prior to Substantial Completion: Complete the following a minimum of 10 days prior to requesting inspection for determining date of Substantial Completion. List items below that are incomplete at time of request. 1. Certificates of Release: Obtain and submit releases from authorities having jurisdiction permitting Owner unrestricted use of the Work and access to services and utilities. Include occupancy permits, operating certificates, and similar releases. 2. Submit closeout submittals specified in other Division 01 Sections, including project record documents, operation and maintenance manuals, damage or settlement surveys, property surveys, and similar final record information. 3. Submit closeout submittals specified in individual Sections, including specific warranties, workmanship bonds, maintenance service agreements, final certifications, and similar documents. MEAD & HUNT, Inc. 017700-1 CLOSEOUT PROCEDURES X:101189001161544.011TECHIspecs 1 017700 Begin Building Review 11/15/2016 4. Submit maintenance material submittals specified in individual Sections, including tools, spare parts, extra materials, and similar items, and deliver to location designated by Architect/Engineer. Label with manufacturer's name and model number. 5. Submit testing, adjusting, and balancing records. 6. Submit changeover information related to Owner's occupancy, use, operation, and maintenance. C. Procedures Prior to Substantial Completion: Complete the following a minimum of 10 days prior to requesting inspection for determining date of Substantial Completion. List items below that are incomplete at time of request. 1. Advise Owner of pending insurance changeover requirements. 2. Complete startup and testing of systems and equipment. 3. Perform preventive maintenance on equipment used prior to Substantial Completion. 4. Instruct Owner's personnel in operation, adjustment, and maintenance of products, equipment, and systems. Submit demonstration and training video recordings specified in Section 017900 "Demonstration and Training." 5. Advise Owner of changeover in utility services. 6. Participate with Owner in conducting inspection and walkthrough with local emergency responders. 7. Terminate and remove temporary facilities from Project site, along with mockups, construction tools, and similar elements. 8. Complete final cleaning requirements. 9. Touch up paint and otherwise repair and restore marred exposed finishes to eliminate visual defects. D. Inspection: Submit a written request for inspection to determine Substantial Completion a minimum of 10 days prior to date the Work will be completed and ready for final inspection and tests. On receipt of request, Architect/Engineer will either proceed with inspection or notify Contractor of unfulfilled requirements. Architect/Engineer will prepare the Certificate of Substantial Completion after inspection or will notify Contractor of items, either on Contractor's list or additional items identified by Architect/Engineer, that must be completed or corrected before certificate will be issued. 1.5 FINAL COMPLETION PROCEDURES A. Submittals Prior to Final Completion: Before requesting final inspection for determining final completion, complete the following: 1. Submit a final Application for Payment. 2. List of Incomplete Items: Submit copy of Architect's/Engineer's Substantial Completion inspection list of items to be completed or corrected (punch list), endorsed and dated by Architect/Engineer. The copy of the list shall state that each item has been completed or otherwise resolved for acceptance. 3. Certificate of Insurance: Submit evidence of final, continuing insurance coverage complying with insurance requirements. B. Inspection: Submit a written request for final inspection to determine acceptance a minimum of 10 days prior to date the work will be completed and ready for final CLOSEOUT PROCEDURES 017700-2 MEAD & HUNT, Inc. Begin Building Review X:101189001161544.011TECHIspecs 1 017700 11/15/2016 inspection and tests. On receipt of request, Architect/Engineer will either proceed with inspection or notify Contractor of unfulfilled requirements. Architect will prepare a final Certificate for Payment after inspection or will notify Contractor of construction that must be completed or corrected before certificate will be issued. 1.6 LIST OF INCOMPLETE ITEMS (PUNCH LIST) A. Organization of List: Include name and identification of each space and area affected by construction operations for incomplete items and items needing correction including, if necessary, areas disturbed by Contractor that are outside the limits of construction. Organize list of spaces in sequential order, starting with the concrete working and proceeding from the catwalk between the building and the rotunda, interior of the passenger boarding bridge, to its exterior. Organize items applying to each space by major element. 1.7 SUBMITTAL OF PROJECT WARRANTIES A. Time of Submittal: Submit written warranties on request of Architect for designated portions of the Work where warranties are indicated to commence on dates other than date of Substantial Completion, or when delay in submittal of warranties might limit Owner's rights under warranty. B. Organize warranty documents into an orderly sequence based on the table of contents of Project Manual. C. Warranties in Paper Form: Bind warranties and bonds in heavy-duty, three-ring, vinyl -covered, loose-leaf binders, thickness as necessary to accommodate contents, and sized to receive 8 -1/2 -by -11 -inch (215 -by -280 -mm) paper. D. Provide additional copies of each warranty to include in operation and maintenance manuals. PART 2 - PRODUCTS (Not Used) PART 3 - EXECUTION 3.1 FINAL CLEANING A. General: Perform final cleaning. Conduct cleaning and waste -removal operations to comply with local laws and ordinances and Federal and local environmental and antipollution regulations. B. Construction Waste Disposal: Comply with waste disposal requirements in Section 017419 "Construction Waste Management and Disposal." 3_2 REPAIR OF THE WORK MEAD & HUNT, Inc. 017700-3 CLOSEOUT PROCEDURES X:101189001161544.011TECHIspecs 1 017700 Begin Building Review 11/15/2016 A. Complete repair and restoration operations, before requesting inspection for determination of Substantial Completion. B. Repair, or remove and replace, defective construction. Repairing includes replacing defective parts, refinishing damaged surfaces, touching up with matching materials, and properly adjusting operating equipment. Where damaged or worn items cannot be repaired or restored, provide replacements. Remove and replace operating components that cannot be repaired. Restore damaged construction and permanent facilities used during construction to specified condition. END OF SECTION 017700 CLOSEOUT PROCEDURES 017700-4 MEAD & HUNT, Inc. Begin Building Review X:101189001161544.011TECHIspecs 1 017700 11/15/2016 SECTION 017823 - OPERATION AND MAINTENANCE DATA PART 1 - GENERAL 1.1 SUMMARY A. Section includes administrative and procedural requirements for preparing operation and maintenance manuals, including the following: 1. Operation and maintenance documentation directory manuals. 2. Emergency manuals. 3. Systems and equipment operation manuals. 4. Systems and equipment maintenance manuals. 5. Product maintenance manuals. 1.2 CLOSEOUT SUBMITTALS A. Submit operation and maintenance manuals indicated. Provide content for each manual as specified in individual Specification Sections, and as reviewed and approved at the time of Section submittals. Submit reviewed manual content formatted and organized as required by this Section. 1. Architect/Engineer will comment on whether content of operation and maintenance submittals is acceptable. 2. Where applicable, clarify and update reviewed manual content to correspond to revisions and field conditions. B. Format: Submit operation and maintenance manuals in the following format: Submit on digital media acceptable to Architect/Engineer by email to Architect/Engineer. Enable Architect/Engineer comments on draft submittals. C. Final Manual Submittal: Submit each manual in final form prior to requesting inspection for Substantial Completion and at least 15 days before commencing demonstration and training. Architect/Engineer will return copy with comments. Correct or revise each manual to comply with Architect's/Engineer's comments. Submit copies of each corrected manual within 15 days of receipt of Architect's/Engineer's comments and prior to commencing demonstration and training. 1.3 FORMAT OF OPERATION AND MAINTENANCE MANUALS A. Manuals, Electronic Files: Submit manuals in the form of a multiple file composite electronic PDF file for each manual type required. Electronic Files: Use electronic files prepared by manufacturer where available. Where scanning of paper documents is required, configure scanned file for minimum readable file size. MEAD & HUNT, Inc. 017823-1 X:101189001161544.011TECHIspecs 1 017823 Begin Building Review 11/15/2016 OPERATION AND MAINTENANCE DATA 2. File Names and Bookmarks: Bookmark individual documents based on file names. Name document files to correspond to system, subsystem, and equipment names used in manual directory and table of contents. Group documents for each system and subsystem into individual composite bookmarked files, then create composite manual, so that resulting bookmarks reflect the system, subsystem, and equipment names in a readily navigated file tree. Configure electronic manual to display bookmark panel on opening file. 1.4 REQUIREMENTS FOR EMERGENCY, OPERATION, AND MAINTENANCE MANUALS A. Organization of Manuals: Unless otherwise indicated, organize each manual into a separate section for each system and subsystem, and a separate section for each piece of equipment not part of a system. Each manual shall contain the following materials, in the order listed: 1. Title page. 2. Table of contents. 3. Manual contents. B. Title Page: Include the following information: 1. Subject matter included in manual. 2. Name and address of Project. 3. Name and address of Owner. 4. Date of submittal. 5. Name and contact information for Contractor. 6. Name and contact information for Architect/Engineer. 7. Cross-reference to related systems in other operation and maintenance manuals. C. Table of Contents: List each product included in manual, identified by product name, indexed to the content of the volume, and cross-referenced to Specification Section number in Project Manual. D. Manual Contents: Organize into sets of manageable size. Arrange contents alphabetically by system, subsystem, and equipment. If possible, assemble instructions for subsystems, equipment, and components of one system into a single binder. 1_5 SYSTEMS AND EQUIPMENT OPERATION MANUALS A. Systems and Equipment Operation Manual: Assemble a complete set of data indicating operation of each system, subsystem, and piece of equipment not part of a system. Include information required for daily operation and management, operating standards, and routine and special operating procedures. B. Content: In addition to requirements in this Section, include operation data required in individual Specification Sections and the following information: 1. System, subsystem, and equipment descriptions. Use designations for systems and equipment indicated on Contract Documents. 2. Performance and design criteria if Contractor has delegated design responsibility. OPERATION AND 017823-2 MEAD & HUNT, Inc. MAINTENANCE DATA Begin Building Review X:101189001161544.011TECHIspecs 1 017823 11/15/2016 C I E. 1.6 A. B. ,l 3. Operating standards. 4. Operating procedures. 5. Operating logs. 6. Wiring diagrams. 7. Control diagrams. 8. Piped system diagrams. 9. Precautions against improper use. 10. License requirements including inspection and renewal dates. Descriptions: Include the following: 1. Product name and model number. Use designations for products indicated on Contract Documents. 2. Manufacturer's name. 3. Equipment identification with serial number of each component. 4. Equipment function. 5. Operating characteristics. 6. Limiting conditions. 7. Performance curves. 8. Engineering data and tests. 9. Complete nomenclature and number of replacement parts. Operating Procedures: Include the following, as applicable: 1. Startup procedures. 2. Equipment or system break-in procedures. 3. Routine and normal operating instructions. 4. Regulation and control procedures. 5. Instructions on stopping. 6. Normal shutdown instructions. 7. Seasonal and weekend operating instructions. 8. Required sequences for electric or electronic systems. 9. Special operating instructions and procedures. Systems and Equipment Controls: Describe the sequence of operation, and diagram controls as installed. PRODUCT MAINTENANCE MANUALS Product Maintenance Manual: Assemble a complete set of maintenance data indicating care and maintenance of each product, material, and finish incorporated into the Work. Content: Organize manual into a separate section for each product, material, and finish. Include source information, product information, maintenance procedures, repair materials and sources, and warranties and bonds, as described below. Product Information: Include the following, as applicable 1. Product name and model number. 2. Manufacturer's name. 3. Color, pattern, and texture. MEAD & HUNT, Inc. 017823-3 X:101189001161544.011TECHIspecs 1 017823 Begin Building Review 11/15/2016 OPERATION AND MAINTENANCE DATA 4. Material and chemical composition. 5. Reordering information for specially manufactured products. D. Maintenance Procedures: Include manufacturer's written recommendations and the following: 1. Inspection procedures. 2. Types of cleaning agents to be used and methods of cleaning. 3. List of cleaning agents and methods of cleaning detrimental to product. 4. Schedule for routine cleaning and maintenance. 5. Repair instructions. E. Repair Materials and Sources: Include lists of materials and local sources of materials and related services. F. Warranties and Bonds: Include copies of warranties and bonds and lists of circumstances and conditions that would affect validity of warranties or bonds. 1. Include procedures to follow and required notifications for warranty claims. PART 2 - PRODUCTS (Not Used) PART 3 - EXECUTION (Not Used) END OF SECTION 017823 OPERATION AND 017823-4 MEAD & HUNT, Inc. MAINTENANCE DATA Begin Building Review 11/15/2016 X. 0118900061544.011TECMspecs 1 017823 SECTION 017839 - PROJECT RECORD DOCUMENTS PART 1 - GENERAL 1.1 SUMMARY A. Section includes administrative and procedural requirements for project record documents, including the following: 1. Record Drawings. 2. Record Specifications. 3. Record Product Data. 1.2 CLOSEOUT SUBMITTALS A. Record Drawings: Comply with the following: Number of Copies: Submit one set(s) of marked -up record prints. B. Record Specifications: Submit one paper copy of Project's Specifications, including addenda and contract modifications. C. Record Product Data: Submit annotated PDF electronic files and directories of each submittal. 1. Where record Product Data are required as part of operation and maintenance manuals, submit duplicate marked -up Product Data as a component of manual. 1.3 RECORD DRAWINGS A. Record Prints: Maintain one set of marked -up paper copies of the Contract Drawings and Shop Drawings, incorporating new and revised drawings as modifications are issued. Preparation: Mark record prints to show the actual installation where installation varies from that shown originally. Require individual or entity who obtained record data, whether individual or entity is Installer, subcontractor, or similar entity, to provide information for preparation of corresponding marked -up record prints. a. Give particular attention to information on concealed elements that would be difficult to identify or measure and record later. b. Accurately record information in an acceptable drawing technique. C. Record data as soon as possible after obtaining it. d. Record and check the markup before enclosing concealed installations. e. Cross-reference record prints to corresponding photographic documentation. 2. Content: Types of items requiring marking include, but are not limited to, the following: a. Dimensional changes to Drawings. MEAD & HUNT, Inc. 017839-1 PROJECT RECORD DOCUMENTS X:101189001161544.011TECHIspecs 1 017839 Begin Building Review 11/15/2016 b. Revisions to details shown on Drawings. C. Depths of foundations. d. Locations and depths of underground utilities. e. Revisions to electrical circuitry. f. Changes made by Change Order or Construction Work Change Directive. g. Changes made following Architect's written orders. h. Details not on the original Contract Drawings. i. Field records for variable and concealed conditions. j. Record information on the Work that is shown only schematically. 3. Mark the Contract Drawings and Shop Drawings completely and accurately. Use personnel proficient at recording graphic information in production of marked -up record prints. 4. Mark record sets with erasable, red -colored pencil. Use other colors to distinguish between changes for different categories of the Work at same location. 5. Mark important additional information that was either shown schematically or omitted from original Drawings. 1.4 RECORD SPECIFICATIONS A. Preparation: Mark Specifications to indicate the actual product installation where installation varies from that indicated in Specifications, addenda, and contract modifications. B. Format: Submit record Specifications as scanned PDF electronic file(s) of marked -up paper copy of Specifications. 1.5 RECORD PRODUCT DATA A. Recording: Maintain one copy of each submittal during the construction period for project record document purposes. Post changes and revisions to project record documents as they occur; do not wait until end of Project. B. Preparation: Mark Product Data to indicate the actual product installation where installation varies substantially from that indicated in Product Data submittal. Include significant changes in the product delivered to Project site and changes in manufacturer's written instructions for installation. C. Format: Submit record Product Data as annotated PDF electronic file. Include record Product Data directory organized by Specification Section number and title, electronically linked to each item of record Product Data. 1_6 MAINTENANCE OF RECORD DOCUMENTS A. Maintenance of Record Documents: Store record documents in the field office apart from the Contract Documents used for construction. Do not use project record documents for construction purposes. Maintain record documents in good order and in a clean, dry, PROJECT RECORD 017839-2 MEAD & HUNT, Inc. DOCUMENTS Begin Building Review X:101189001161544.011TECHIspecs 1 017839 11/15/2016 legible condition, protected from deterioration and loss. Provide access to project record documents for Architect's/Engineer's reference during normal working hours. PART 2 - PRODUCTS PART 3 - EXECUTION END OF SECTION 017839 MEAD & HUNT, Inc. 017839-3 X. 01189001161544.011TECMspecs 1 017839 Begin Building Review 11/15/2016 PROJECT RECORD DOCUMENTS This page intentionally left blank. Begin Building Review 11/15/2016 SECTION 024119 - SELECTIVE DEMOLITION PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 01 Specification Sections, apply to this Section. 1_2 SUMMARY A. Section Includes: 1. Selective demolition and removal of selected portions of building or structure as indicated on the drawings. 2. Selective demolition and removal of baggage handling equipment as indicated on the drawings. 3. Salvage of existing items to be reused or recycled. 1.3 DEFINITIONS A. Remove: Detach items from existing construction and dispose of them off-site unless indicated to be salvaged or reinstalled. B. Remove and Salvage: Detach items from existing construction, in a manner to prevent damage, and store. C. Remove and Reinstall: Detach items from existing construction, in a manner to prevent damage, prepare for reuse, and reinstall where indicated. D. Existing to Remain: Leave existing items that are not to be removed and that are not otherwise indicated to be salvaged or reinstalled. E. Dismantle: To remove by disassembling or detaching an item from a surface, using gentle methods and equipment to prevent damage to the item and surfaces; disposing of items unless indicated to be salvaged or reinstalled. 1_4 MATERIALS OWNERSHIP A. Unless otherwise indicated, demolition waste becomes property of Contractor. 1.5 PREINSTALLATION MEETINGS A. Predemolition Conference: Conduct conference at Project site prior to commencement of work at each Gate. 1. Inspect and discuss condition of construction to be selectively demolished. 2. Review structural load limitations of existing structure. 3. Review and finalize selective demolition schedule and verify availability of materials, demolition personnel, equipment, and facilities needed to make progress and avoid delays. MEAD & HUNT, Inc. 024119-1 SELECTIVE DEMOLITION X:101189001161544.011TECHIspecs 1 024119 Begin Building Review 11/15/2016 4. Review requirements of work performed by other trades that rely on substrates exposed by selective demolition operations. 5. Review areas where existing construction is to remain and requires protection. 1_6 INFORMATIONAL SUBMITTALS A. Proposed Protection Measures: Submit report, including Drawings, that indicates the measures proposed for protecting individuals and property, for environmental protection, for dust control and, for noise control. Indicate proposed locations and construction of barriers. B. Schedule of Selective Demolition Activities: Indicate the following: 1. Detailed sequence of selective demolition and removal work, with starting and ending dates for each activity. Ensure Owner's building manager and other tenants' on-site operations are uninterrupted. 2. Interruption of utility services. Indicate how long utility services will be interrupted. 3. Coordination for shutoff, capping, and continuation of utility services. 4. Use of elevator and stairs. 5. Coordination of Owner's continuing occupancy of portions of existing building and of Owner's partial occupancy of completed Work. C. Predemolition Photographs or Video: Show existing conditions of adjoining construction, including finish surfaces that might be misconstrued as damage caused by demolition operations. 1.7 CLOSEOUT SUBMITTALS A. Warranties: Documentation indicating that existing warranties are still in effect after completion of selective demolition. B. Inventory: Submit a list of items that have been removed and salvaged. 1.8 FIELD CONDITIONS A. Owner will occupy portions of building immediately adjacent to selective demolition area. Conduct selective demolition so Owner's operations will not be disrupted. B. Conditions existing at time of inspection for bidding purpose will be maintained by Owner as far as practical. C. Notify Architect of discrepancies between existing conditions and Drawings before proceeding with selective demolition. D. Hazardous Materials: It is not expected that hazardous materials will be encountered in the Work. If suspected hazardous materials are encountered, do not disturb; immediately notify Architect and Owner. Hazardous materials will be removed by Owner under a separate contract. SELECTIVE DEMOLITION 024119-2 MEAD & HUNT, Inc. Begin Building Review 11/15/2016 X:101189001161544.011TECHIspecs 1 024119 E. Storage or sale of removed items or materials on-site is not permitted. F. Utility Service: Maintain existing utilities indicated to remain in service and protect them against damage during selective demolition operations. Maintain fire -protection facilities in service during selective demolition operations. 1_9 WARRANTY A. Existing Warranties: Remove, replace, patch, and repair materials and surfaces cut or damaged during selective demolition, by methods and with materials and using approved contractors so as not to void existing warranties. Notify warrantor before proceeding. Existing warranties include the following: B. Notify warrantor on completion of selective demolition, and obtain documentation verifying that existing system has been inspected and warranty remains in effect. Submit documentation at Project closeout. 1.10 COORDINATION A. Arrange selective demolition schedule so as not to interfere with Owner's operations. PART 2 - PRODUCTS 2.1 PERFORMANCE REQUIREMENTS A. Regulatory Requirements: Comply with governing EPA notification regulations before beginning selective demolition. Comply with hauling and disposal regulations of authorities having jurisdiction. B. Standards: Comply with ASSE A10.6 and NFPA 241. PART 3 - EXECUTION 3_1 EXAMINATION A. Verify that utilities have been disconnected and capped before starting selective demolition operations. B. Review Project Record Documents of existing construction or other existing condition information provided by Owner. Owner does not guarantee that existing conditions are same as those indicated in Project Record Documents. C. Engage a professional engineer to perform an engineering survey of condition of building to determine whether removing any element might result in structural deficiency or unplanned collapse of any portion of structure or adjacent structures during selective building demolition operations. Perform surveys as the Work progresses to detect hazards resulting from selective demolition activities. MEAD & HUNT, Inc. 024119-3 SELECTIVE DEMOLITION X:101189001161544.011TECHIspecs 1 024119 Begin Building Review 11/15/2016 D. Survey of Existing Conditions: Record existing conditions by use of measured drawings and preconstruction photographs or video. 1. Inventory and record the condition of items to be removed and salvaged. Provide photographs or video of conditions that might be misconstrued as damage caused by salvage operations. 2. Before selective demolition or removal of existing building elements that will be reproduced or duplicated in final Work, make permanent record of measurements, materials, and construction details required to make exact reproduction. 3.2 UTILITY SERVICES AND MECHANICAL/ELECTRICAL SYSTEMS A. Existing Services/Systems to Remain: Maintain services/systems indicated to remain and protect them against damage. B. Existing Services/Systems to Be Removed, Relocated, or Abandoned: Locate, identify, disconnect, and seal or cap off utility services and mechanical/electrical systems serving areas to be selectively demolished. 1. Owner will arrange to shut off indicated services/systems when requested by Contractor. 2. Arrange to shut off utilities with utility companies. 3. If services/systems are required to be removed, relocated, or abandoned, provide temporary services/systems that bypass area of selective demolition and that maintain continuity of services/systems to other parts of building. 3_3 PROTECTION A. Temporary Protection: Provide temporary barricades and other protection required to prevent injury to people and damage to adjacent buildings and facilities to remain. 1. Provide protection to ensure safe passage of people around selective demolition area and to and from occupied portions of building. 2. Provide temporary weather protection, during interval between selective demolition of existing construction on exterior surfaces and new construction, to prevent water leakage and damage to structure and interior areas. 3. Protect walls, ceilings, floors, and other existing finish work that are to remain or that are exposed during selective demolition operations. 4. Cover and protect furniture, furnishings, and equipment that have not been removed. B. Temporary Shoring: Design, provide, and maintain shoring, bracing, and structural supports as required to preserve stability and prevent movement, settlement, or collapse of construction and finishes to remain, and to prevent unexpected or uncontrolled movement or collapse of construction being demolished. Strengthen or add new supports when required during progress of selective demolition. C. Remove temporary barricades and protections where hazards no longer exist. SELECTIVE DEMOLITION 024119-4 MEAD & HUNT, Inc. Begin Building Review X:101189001161544.011TECHIspecs 1 024119 11/15/2016 3.4 SELECTIVE DEMOLITION. GENERAL A. General: Demolish and remove existing construction only to the extent required by new construction and as indicated. Use methods required to complete the Work within limitations of governing regulations and as follows: 1. Proceed with selective demolition systematically, from higher to lower level. Complete selective demolition operations above each floor or tier before disturbing supporting members on the next lower level. 2. Neatly cut openings and holes plumb, square, and true to dimensions required. Use cutting methods least likely to damage construction to remain or adjoining construction. Use hand tools or small power tools designed for sawing or grinding, not hammering and chopping. Temporarily cover openings to remain. 3. Cut or drill from the exposed or finished side into concealed surfaces to avoid marring existing finished surfaces. 4. Do not use cutting torches until work area is cleared of flammable materials. At concealed spaces, such as duct and pipe interiors, verify condition and contents of hidden space before starting flame -cutting operations. Maintain portable fire - suppression devices during flame -cutting operations. 5. Maintain adequate ventilation when using cutting torches. 6. Remove decayed, vermin -infested, or otherwise dangerous or unsuitable materials and promptly dispose of off-site. 7. Remove structural framing members and lower to ground by method suitable to avoid free fall and to prevent ground impact or dust generation. 8. Locate selective demolition equipment and remove debris and materials so as not to impose excessive loads on supporting walls, floors, or framing. 9. Dispose of demolished items and materials promptly. B. Site Access and Temporary Controls: Conduct selective demolition and debris -removal operations to ensure minimum interference with roads, streets, walks, walkways, and other adjacent occupied and used facilities. C. Removed and Salvaged Items: 1. Clean salvaged items. 2. Pack or crate items after cleaning. Identify contents of containers. 3. Store items in a secure area until delivery to Owner. 4. Transport items to Owner's storage area designated by Owner or indicated on Drawings. 5. Protect items from damage during transport and storage. D. Removed and Reinstalled Items: 1. Clean and repair items to functional condition adequate for intended reuse. 2. Pack or crate items after cleaning and repairing. Identify contents of containers. 3. Protect items from damage during transport and storage. 4. Reinstall items in locations indicated. Comply with installation requirements for new materials and equipment. Provide connections, supports, and miscellaneous materials necessary to make item functional for use indicated. MEAD & HUNT, Inc. 024119-5 X:101189001161544.011TECHIspecs 1 024119 Begin Building Review 11/15/2016 SELECTIVE DEMOLITION E. Existing Items to Remain: Protect construction indicated to remain against damage and soiling during selective demolition. When permitted by Architect, items may be removed to a suitable, protected storage location during selective demolition and cleaned and reinstalled in their original locations after selective demolition operations are complete. 3_5 SELECTIVE DEMOLITION PROCEDURES FOR SPECIFIC MATERIALS A. Concrete: Demolish in sections. Cut concrete full depth at junctures with construction to remain and at regular intervals using power -driven saw, and then remove concrete between saw cuts. B. Masonry: Demolish in small sections. Cut masonry at junctures with construction to remain, using power -driven saw, and then remove masonry between saw cuts. C. Concrete Slabs -on -Grade: Saw -cut perimeter of area to be demolished, and then break up and remove. 3.6 DISPOSAL OF DEMOLISHED MATERIALS A. Remove demolition waste materials from Project site and dispose of them in an EPA - approved construction and demolition waste landfill acceptable to authorities having jurisdiction. 1. Do not allow demolished materials to accumulate on-site. 2. Remove and transport debris in a manner that will prevent spillage on adjacent surfaces and areas. 3. Remove debris from elevated portions of building by chute, hoist, or other device that will convey debris to grade level in a controlled descent. B. Burning: Do not burn demolished materials. 3_7 CLEANING A. Clean adjacent structures and improvements of dust, dirt, and debris caused by selective demolition operations. Return adjacent areas to condition existing before selective demolition operations began. END OF SECTION 024119 SELECTIVE DEMOLITION 024119-6 MEAD & HUNT, Inc. Begin Building Review X:101189001161544.011TECHIspecs 1 024119 11/15/2016 SECTION 0833233 — OVERHEAD COILING DOORS PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 01 Specification Sections, apply to this Section. 1_2 SUMMARY A. Section Includes: 1. Coiling overhead service doors a. Manually operated coiling overhead doors b. Track and framing C. Locks 1.3 ACTION SUBMITTALS A. Product Data: For each type and size of overhead coiling door and accessory. 1. Include construction details, material descriptions, dimensions of individual components, profiles for slats, and finishes. 2. Include rated capacities, operating characteristics, electrical characteristics, and furnished accessories. B. Shop Drawings:For each installation and for special components not dimensioned or detailed in manufacturer's product data. 1. Include plans, elevations, sections, and mounting details. 2. Include details of equipment assemblies, and indicate dimensions, required clearances, method of field assembly, components, and location and size of each field connection. 3. Include points of attachment and their corresponding static and dynamic loads imposed on structure. C. Color Chart: Provide manufacturer's color chart of full range of standard color for baked - enamel or powder coated finishes. 1.4 CLOSEOUT SUBMITTALS A. Maintenance Data: For overhead coiling doors to include in maintenance manuals 1_5 PROJECT CONDITIONS A. Field Measurements: Verify actual dimensions of openings by field measurements before fabrication. 1.6 COORDINATION MEAD & HUNT, Inc. 083323-1 OVERHEAD COILING DOORS X:101189001161544.011TECHIspecs 1 083323 Begin Building Review 11/15/2016 A. Coordinate installation of anchorages for hollow metal frames. Furnish setting drawings, templates, and directions for installing anchorages, including sleeves, concrete inserts, anchor bolts, and items with integral anchors. Deliver such items to Project site in time for installation. PART 2 - PRODUCTS 2.1 MANUFACTURERS A. Manufacturer names and are given to clarify the designer's intent and are not intended to limit selection of similar products from acceptable manufacturers. 1. Cookson Preferred Door Company 2. Cornell — Innovative Door Solutions 3. Overhead Door Corporation B. Basis of Design Manufacturer and Product: Overhead Door Company - 610 Series. 2.2 INTERIOR MANUAL ROLLING SERVICE DOORS A. Door Curtain: Type F265 interlocking flat slats, fabricated of 20 -gage (minimum) phosphatized, G90 zinc coated steel with endlocks and windlocks. A. Bottom Bar: Two angles, each not less than 1-1/2 by 1-1/2 by 1/8 inch thick; fabricated from hot -dip galvanized steel and finished to match door. B. Curtain Jamb Guides: Galvanized steel with exposed finish matching curtain slats. C. Hood: Match curtain material and finish. Mounting: Face of wall. D. Manual Door Operation: Push-up operation. Design counterbalance mechanism so that required lift or pull for door operation does not exceed 25 pounds. 2_3 COUNTERBALANCE MECHANISM A. Counterbalance doors by means of adjustable steel helical torsion spring, mounted around a steel shaft and in a spring barrel, and connected to door curtain with required barrel rings. Use grease sealed bearings or self lubricating graphite bearings for rotating members. 2.4 LOCKING DEVICES A. Locking Device Assembly: Fabricate with cylinder lock, spring-loaded dead bolt, operating handle, cam plate, and adjustable locking bars to engage through slots in tracks. OVERHEAD COILING DOORS 083323-2 MEAD & HUNT, Inc. Begin Building Review X:101189001161544.011TECHIspecs 1 083323 11/15/2016 1. Lock Cylinders: Provide cylinders that match the building standard and will be keyed to building keying system. Coordinate with owner. 2. Keys: Three for each cylinder. 2_5 DOOR FINISH A. Baked -Enamel or Powder -Coated Finish manufacturer's full range. PART 3 - EXECUTION 3_1 EXAMINATION Color as selected by Architect from A. Examine substrates areas and conditions, with Installer present, for compliance with requirements for substrate construction and other conditions affecting performance of the Work. B. Examine locations of electrical connections. C. Proceed with installation only after unsatisfactory conditions have been corrected. 3_2 INSTALLATION A. Install overhead coiling doors and operating equipment complete with necessary hardware, anchors, inserts, hangers, and equipment supports; according to manufacturer's written instructions and as specified. B. Install overhead coiling doors, hoods, controls, and operators at the mounting locations indicated for each door. 3_3 ADJUSTING A. Adjust hardware and moving parts to function smoothly so that doors operate easily, free of warp, twist, or distortion. B. Lubricate bearings and sliding parts as recommended by manufacturer. C. Adjust seals to provide tight fit around entire perimeter. 3_4 DEMONSTRATION A. Engage a factory -authorized service representative to train Owner's maintenance personnel to adjust, operate, and maintain overhead coiling doors. END OF SECTION 083323 MEAD & HUNT, Inc. 083323-3 OVERHEAD COILING DOORS X:101189001161544.011TECHIspecs 1 083323 Begin Building Review 11/15/2016 This page intentionally left blank. Begin Building Review 11/15/2016 SECTION 096513 - RESILIENT BASE AND ACCESSORIES PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: 1. Vinyl base. 1.2 ACTION SUBMITTALS A. Product Data: For each type of product. B. Samples: For each exposed product and for each color and texture specified. PART 2 - PRODUCTS 2.1 VINYL BASE A. Product Standard: ASTM F 1861, Type TV (vinyl, thermoplastic). 1. Group: I (solid, homogeneous). 2. Style: Cove. B. Minimum Thickness: 0.125 inch (3.2 mm). C. Height: 4 inches (102 mm). D. Lengths: Cut lengths 48 inches (1219 mm) long or coils in manufacturer's standard length. E. Outside Corners: Preformed. F. Inside Corners: Preformed. G. Colors and Patterns: See Architectural Finish Schedule on drawings. 2.2 INSTALLATION MATERIALS A. Adhesives: Water-resistant type recommended by resilient -product manufacturer for resilient products and substrate conditions indicated. PART 3 - EXECUTION 3_1 PREPARATION A. Prepare substrates according to manufacturer's written instructions to ensure adhesion of resilient products. RESILIENT BASE AND 096513- 1 MEAD & HUNT, Inc. ACCESSORIES Begin Building Review X. 0118900061544.011TECMspecs 1 096513 11/15/2016 B. Fill cracks, holes, and depressions in substrates with trowelable leveling and patching compound; remove bumps and ridges to produce a uniform and smooth substrate. C. Do not install resilient products until materials are the same temperature as space where they are to be installed. D. Immediately before installation, sweep and vacuum clean substrates to be covered by resilient products. 3_2 RESILIENT BASE INSTALLATION A. Comply with manufacturer's written instructions for installing resilient base. B. Apply resilient base to walls, columns, pilasters, casework and cabinets in toe spaces, and other permanent fixtures in rooms and areas where base is required. C. Install resilient base in lengths as long as practical without gaps at seams and with tops of adjacent pieces aligned. D. Tightly adhere resilient base to substrate throughout length of each piece, with base in continuous contact with horizontal and vertical substrates. E. Do not stretch resilient base during installation. F. On masonry surfaces or other similar irregular substrates, fill voids along top edge of resilient base with manufacturer's recommended adhesive filler material. G. Preformed Corners: Install preformed corners before installing straight pieces. 3.3 CLEANING AND PROTECTION A. Comply with manufacturer's written instructions for cleaning and protecting resilient products. END OF SECTION 096513 RESILIENT BASE AND 096513-2 MEAD & HUNT, Inc. ACCESSORIES Begin Building Review 11/15/2016 X:101189001161544.011TECHIspecs 1 096513 SECTION 099123 — INTERIOR PAINTING PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 01 Specification Sections, apply to this Section. 1_2 SUMMARY A. This Section includes surface preparation and application of paint systems on the following interior substrates: 1. Concrete 2. Concrete masonry units (CMU) 3. Steel 4. Galvanized metal 5. Wood 6. Gypsum board 1_3 ACTION SUBMITTALS A. Product Data: For each product indicated. B. Product List: For each product indicated, include the following: 1. Cross-reference to paint system and locations of application areas. Use same designations indicated on Drawings and in schedules. 2. Printout of current "MPI Approved Products List" for each product category specified in Part 2, with the proposed product highlighted. C. Drawdown Samples for Verification: For each type of paint system and in each color and gloss of topcoat indicated. 1. Submit Samples on rigid backing, 8 inches (200 mm) square. 2. Step coats on Samples to show each coat required for system. 3. Label each coat of each Sample. 4. Label each Sample for location and application. 1_4 QUALITY ASSURANCE A. MPI Standards: 1. Products: Complying with MPI standards indicated and listed in "MPI Approved Products List." 2. Preparation and Workmanship: Comply with requirements in "MPI Architectural Painting Specification Manual' for products and paint systems indicated. 1_5 DELIVERY, STORAGE, AND HANDLING A. Store materials not in use in tightly covered containers in well -ventilated areas with ambient temperatures continuously maintained at not less than 45 deg F (7 deg C). 099123-1 INTERIOR PAINTING Begin Building Review 11/15/2016 1. Maintain containers in clean condition, free of foreign materials and residue. 2. Remove rags and waste from storage areas daily. 1_6 PROJECT CONDITIONS A. Apply paints only when temperature of surfaces to be painted and ambient air temperatures are between 50 and 95 deg F (10 and 35 deg C). B. Do not apply paints when relative humidity exceeds 85 percent; at temperatures less than 5 deg F (3 deg C) above the dew point; or to damp or wet surfaces. 1.7 EXTRA MATERIALS A. Furnish extra materials described below are from same production run (batch mix) as materials applied and that are packaged for storage and identified with labels describing contents. 1. Quantity: Furnish an additional 5 percent, but not less than 1 gal (3.8 L) of each material and color applied. PART 2 - PRODUCTS 2.1 MANUFACTURERS A. Manufacturer's name and products are given to clarify the designer's intent and are not intended to limit selection of similar products from acceptable manufacturers. 1. Benjamin Moore & Co. 2. Hallman Lindsay Quality Paints 3. Sherwin-Williams Company (The) 2.2 PAINT, GENERAL A. Material Compatibility: 1. Provide materials for use within each paint system that are compatible with one another and substrates indicated, under conditions of service and application as demonstrated by manufacturer, based on testing and field experience. 2. For each coat in a paint system, provide products recommended in writing by manufacturers of topcoat for use in paint system and on substrate indicated. B. Colors: See Finish Schedule. 2.3 BLOCK FILLERS A. Interior/Exterior Latex Block Filler: MPI #4. 2.4 PRIMERS/SEALERS A. Interior Latex Primer/Sealer: MPI #50. 1. VOC Content: E Range of E2. INTERIOR PAINTING 099123-2 Begin Building Review 11/15/2016 B. Interior Alkyd Primer/Sealer: MPI #45. 1. VOC Content: E Range E2. C. Wood -Knot Sealer: Sealer recommended in writing by topcoat manufacturer for use in paint systems indicated. 2_5 METAL PRIMERS A. Alkyd Anticorrosive Metal Primer: MPI #79. 1. VOC Content: E Range of E2. 2.6 WOOD AND PVC FOAM PRIMERS A. Interior Latex -Based Wood Primer: MPI #39. 1. VOC Content: E Range of E2. 2_7 LATEX PAINTS A. Interior Latex (Eggshell): MPI #52 (Gloss Level 3). 1. VOC Content: E Range of E2. B. Interior Latex (Satin): MPI #43 (Gloss Level 4). 1. VOC Content: E Range of E2. 2_8 ALKYD PAINTS A. Interior Alkyd (Semigloss): MPI #47 (Gloss Level 5). 1. VOC Content: E Range of E2. PART 3 - EXECUTION 3_1 EXAMINATION A. Examine substrates and conditions, with Applicator present, for compliance with requirements for maximum moisture content and other conditions affecting performance of work. B. Maximum Moisture Content of Substrates: When measured with an electronic moisture meter as follows: 1. Wood: 15 percent. 2. Gypsum Board: 12 percent. C. Verify suitability of substrates, including surface conditions and compatibility with existing finishes and primers. 099123-3 INTERIOR PAINTING Begin Building Review 11/15/2016 D. Begin coating application only after unsatisfactory conditions have been corrected and surfaces are dry. Beginning coating application constitutes Contractor's acceptance of substrates and conditions. 3_2 PREPARATION A. Comply with manufacturer's written instructions and recommendations in "MPI Architectural Painting Specification Manual" applicable to substrates indicated. B. Remove plates, machined surfaces, and similar items already in place that are not to be painted. If removal is impractical or impossible because of size or weight of item, provide surface -applied protection before surface preparation and painting. 1. After completing painting operations, use workers skilled in the trades involved to reinstall items that were removed. Remove surface -applied protection if any. 2. Do not paint over labels of independent testing agencies or equipment name, identification, performance rating, or nomenclature plates. C. Clean substrates that could impair bond of paints, including dirt, oil, grease, and incompatible paints and encapsulants. 1. Remove incompatible primers and reprime substrate with compatible primers as required to produce paint systems indicated. D. Cementitious Materials: Remove efflorescence, chalk, dust, dirt, grease, oils, and release agents. Roughen as required to remove glaze. If hardeners or sealers have been used to improve curing, use mechanical methods of surface preparation. E. Steel Substrates: Remove rust and loose mill scale. Clean using methods recommended in writing by paint manufacturer. F. Galvanized -Metal Substrates: Remove grease and oil residue from galvanized sheet metal fabricated from coil stock by mechanical methods to produce clean, lightly etched surfaces that promote adhesion of subsequently applied paints. G. Wood Substrates: 1. Scrape and clean knots, and apply coat of knot sealer before applying primer. 2. Sand surfaces that will be exposed to view, and dust off. 3. Prime edges, ends, faces, undersides, and backsides of wood. 4. After priming, fill holes and imperfections in the finish surfaces with putty or plastic wood filler. Sand smooth when dried. H. Gypsum Board Substrates: Do not begin paint application until finishing compound is dry and sanded smooth. 3_3 APPLICATION A. Apply paints according to manufacturer's written instructions. Use applicators and techniques suited for paint and substrate indicated. INTERIOR PAINTING 099123-4 Begin Building Review 11/15/2016 2. Paint surfaces behind moveable equipment and furniture same as similar exposed surfaces. Before final installation, paint surfaces behind permanently fixed equipment or furniture with prime coat only. 3. Paint front and backsides of access panels, removable or hinged covers, and similar hinged items to match exposed surfaces. B. Tint each undercoat a lighter shade to facilitate identification of each coat if multiple coats of same material are to be applied. Tint undercoats to match color of topcoat, but provide sufficient difference in shade of undercoats to distinguish each separate coat. C. If undercoats or other conditions show through topcoat, apply additional coats until cured film has a uniform paint finish, color, and appearance. D. Apply paints to produce surface films without cloudiness, spotting, holidays, laps, brush marks, roller tracking, runs, sags, ropiness, or other surface imperfections. Cut in sharp lines and color breaks. E. Painting Mechanical and Electrical Work: Paint items exposed in equipment rooms and occupied spaces including, but not limited to, the following: Mechanical Work: a. Uninsulated metal piping. b. Uninsulated plastic piping. C. Pipe hangers and supports. d. Tanks that do not have factory -applied final finishes. e. Visible portions of internal surfaces of metal ducts, without liner, behind air inlets and outlets. f. Duct, equipment, and pipe insulation having cotton or canvas insulation covering or other paintable jacket material. g. Mechanical equipment that is indicated to have a factory -primed finish for field painting. 2. Electrical Work: a. Switchgear. b. Panelboards. C. Electrical equipment that is indicated to have a factory -primed finish for field painting. 3_4 FIELD QUALITY CONTROL A. Testing of Paint Materials: Architect reserves the right to invoke the following procedures at any time and as often as Architect deems necessary during the period when paints are being applied: 1. Contractor will engage the services of a qualified testing agency to sample paint materials being used. Samples of material delivered to Project site will be taken, identified, sealed, and certified in presence of Contractor. 2. Testing agency will perform tests for compliance with product requirements. 3. Architect may direct Contractor to stop applying paints if test results show materials being used do not comply with product requirements. Contractor shall 099123-5 Begin Building Review 11/15/2016 INTERIOR PAINTING remove noncomplying -paint materials from Project site, pay for testing, and repaint surfaces painted with rejected materials. Contractor will be required to remove rejected materials from previously painted surfaces if, on repainting with complying materials, the two paints are incompatible. 3.5 CLEANING AND PROTECTION A. At the end of each workday, remove rubbish, empty cans, rags, and other discarded materials from Project site. B. After completing paint application, clean spattered surfaces. Remove spattered paints by washing, scraping, or other methods. Do not scratch or damage adjacent finished surfaces. C. Protect work of other trades against damage from paint application. Correct damage to work of other trades by cleaning, repairing, replacing, and refinishing, as approved by Architect, and leave in an undamaged condition. D. At completion of construction activities or other trades, touch up and restore damaged or defaced painted surfaces. 3.6 INTERIOR PAINTING SCHEDULE A. Concrete Substrates, Vertical Surfaces: Institutional Low-Odor/VOC Latex System: MPI INT 3.1 M. a. Prime Coat: Institutional low-odor/VOC interior latex matching topcoat. b. Intermediate Coat: Institutional low-odor/VOC interior latex matching topcoat. C. Topcoat: Institutional low-odor/VOC interior latex — match sheen of paint on existing concrete. B. CMU Substrates: Institutional Low-Odor/VOC Latex System: MPI INT 4.2E. a. Prime Coat: Interior/exterior latex block filler. b. Intermediate Coat: Institutional low-odor/VOC interior latex matching topcoat. C. Topcoat: Institutional low-odor/VOC interior latex— match sheen of paint on existing CMU. C. Steel Substrates: 1. Prime Coat: Alkyd anticorrosive metal primer. 2. Intermediate Coat: Interior alkyd matching topcoat. 3. Topcoat: Interior alkyd — match sheen of paint on existing steel. D. Galvanized -Metal Substrates: Prime Coat: Cementitious galvanized -metal primer. INTERIOR PAINTING 099123-6 Begin Building Review 11/15/2016 a. Prime Coat: Cementitious galvanized -metal primer. b. Intermediate Coat: Interior alkyd matching topcoat. C. Topcoat: Interior alkyd — match sheen of paint on existing galvanized steel. E. Dressed Lumber Substrates: Including architectural woodwork, doors and wall base. 1. Alkyd System: MPI INT 6.3B. a. Prime Coat: Interior alkyd primer/sealer. b. Intermediate Coat: Interior alkyd semigloss. C. Topcoat: Interior alkyd — match sheen of paint on existing lumber. F. Gypsum Board Substrates: 1. Latex System: MPI INT 9.2A. a. Prime Coat: Interior primer/sealer. b. Intermediate Coat: Interior latex matching topcoat. C. Topcoat: Interior latex — match sheen of paint on existing gypsum board. END OF SECTION 099123 099123-7 INTERIOR PAINTING Begin Building Review 11/15/2016 This page intentionally left blank. Begin Building Review 11/15/2016 SECTION 102613 — CORNER GUARDS PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: 1. Stainless steel corner guard systems. 1.2 ACTION SUBMITTALS A. Product Data: For each type of product. 1_3 CLOSEOUT SUBMITTALS A. Maintenance data. PART 2 - PRODUCTS 2.1 STAINLESS STEEL CORNER GUARDS A. Manufacturers and Products 1. Manufacturer and Product: Manufacturer names and products are given to clarify the designer's intent and is not intended to limit selection of similar products from acceptable manufacturers. a. Pawling Corp: Model CG -50 b. American Floor Products: ModelCG-23143 Style L-1 C. Wilkinson Co., Inc.: Model WCGT-1/8 d. K.J. Miller Corporation: Model CS 5144 B. Characteristics: 1. Material: Type 304, 16 gauge stainless steel. 2. Leg Size: 3-1/2" x 3-1/2". 3. Angle: 90 degrees. 4. Length: 42", unless otherwise indicated. 5. Finish: #4 satin finish with grain oriented parallel with length. C. Fabrication: Corner guards shall be factory formed from stainless steel sheet. 1. Lengthwise perimeter edges to include nominal 10 degree return bend. 2. Edge burrs shall be removed. 3. Corner guards shall be single piece fabrication. 4. Corner guards shall be factory pre -drilled for field anchorage for countersunk mechanical fasteners. D. Accessories: MEAD & HUNT, Inc. 102613-1 CORNER GUARDS X:101189001161544.011TECHIspecs 1 102613 Begin Building Review 11/15/2016 1. Mechanical Fasteners for Pre -Drilled and Countersunk Holes: Stainless steel #6 x 1-1/2" Philips oval head sheet metal screw. PART 3 - EXECUTION 3_1 EXAMINATION A. Examine walls for availability of backing to ensure secure attachment of wall protection products. B. Verify that HVAC is operating and installation area temperature has been maintained between 65-75 degrees for at least 72 hours prior to installation. C. Verify application of wall finishes has been completed in accordance with project finish plan. 3_2 PREPARATION A. Surface Preparation: Clean substrate to remove dust and debris. 3.3 INSTALLATION A. Acclimate materials to building conditions for at least 224 hours prior to installation. B. Install wall protection products in accordance with manufacturer's installation instructions. END OF SECTION 102613 CORNER GUARDS 102613-2 MEAD & HUNT, Inc. Begin Building Review X:101189001161544.011TECHIspecs 1 102613 11/15/2016 OTHER INSPECTIONS InspCList.rpt 12/20/2016 7:22:48AM Permit No: 0081.2016.PBLD Type: 131 Notes: ispection Results: 1 -Accepted Reinspection Fee $ Comments: Inspection Check List PITKIN COUNTY Inspection Line:920-5532 Inspection Schedule for rayg Scheduled for December 20, 2016 SPECIAL BUILDING INSPECTION 2 - Accepted as Noted 3 - Rejected r 4 - Partial/Not Time: 08:00 Page: 13 Date/2 ^20&Signature of Applicant j/ Print Name DateSignature of Inspector 'f01.A i Print Name 7, 42ZW Address Contact N e: dean Cont ct # (303) 522-5235 233 AIRPORT RD Contractor: WESTERN INDUSTRIAL CONTRACTOF Owner: PITKIN COUNTY Page: 13 PLANS ASPEN/PITKEN COUNTY AIRPORT 0081�01eBL° OUTBOUND BAGGAGE -PHASE 1 233 W. AIRPORT RD. ASPEN, CO 81611 Project No.: 01 18900-1 61544.01 Project Location Local Vicinity Map O X /77 HJrGIN/rl I Nr -IN k,UUIV I T HIr%rUr\ I Aspen P krn NORTH A p ase Aspen Snowrnwue RedMuuniarrr - Aspen Sklrng - F~ N� - Red Butle z r. Maroon Crack duh Ra ❑ �.f • Q Aspen Meadows Resort •x o f 11 i5 I�H31fdRiS -f srPCie��, r lv �afn si -� ll- vi,r Aspen u •� 0 Hyatt Grand P en. A zl statt Reside Club vso l�.j P,xi5 Aspe-Hrgnlands § Skr Resurt-Aspen„ Ga ale Project Location COLORADO Begin Building Review 11/15/2016 Sheet Index GENERAL G-001 G-081 ARCHITECTURAL AD101 A-101 COVER SHEET CONSTRUCTION MANAGEMENT PLAN FIRST FLOOR DEMOLITION PLAN FIRST FLOOR PLAN - PHASE 1 BAG HANDLING SYSTEM Permit Will Expire if no Code Inspection is performed within any 6 month period Separate Permits are requiredfor Electrical, Plumbing, Mechanical, or Low Voltage work These plans must be kept at building site or inspection delays may occur. Construction shall conforms to these plans. All Changes shall be approved by the building official. _ Mead &-+Iunt Mead and Hunt, Inc. 2440 Deming Way Middleton, WI 53562 phone: 608-273-6380 meadhunt.com L o�a[nn © Copyright 2016 This document, or any portion thereof, shall not be duplicated, disclosed, or used on any other project or extension of this project except by written agreement with Mead & Hunt, Inc. Mead & Hunt shall not be responsible for any unauthorized use of, or alteration to these documents. B-100 BHS PLAN - EXISTING CONDITIONS B-101 BHS PLAN - PHASE 1A ISSUED B-102 BHS PLAN - PHASE 1B B-103 BHS PLAN -PHASE 1C 11/08/16 ISSUED FOR PERMIT ELECTRICAL E-001 E-002 ED101 E-101 E-501 E-701 NOTES, SYMBOLS & ABBREVIATIONS SPECIFICATIONS ELECTRICAL FIRST FLOOR DEMOLITION PLAN ELECTRICAL FIRST FLOOR PLAN ELECTRICAL DETAILS ONE -LINE DIAGRAMS M&H NO.: 0118900-161544.01 DATE: November 8, 2016 DESIGNED BY: TMH ow TMH CHECKED BY: DGM C/) Q � � W Z (D Z:) Q O (D U 0 Z Q W E0 ~ Z Z O 000 o W m Q0 C/)::) Ma Q O � N Q B-100 BHS PLAN - EXISTING CONDITIONS B-101 BHS PLAN - PHASE 1A ISSUED B-102 BHS PLAN - PHASE 1B B-103 BHS PLAN -PHASE 1C 11/08/16 ISSUED FOR PERMIT ELECTRICAL E-001 E-002 ED101 E-101 E-501 E-701 NOTES, SYMBOLS & ABBREVIATIONS SPECIFICATIONS ELECTRICAL FIRST FLOOR DEMOLITION PLAN ELECTRICAL FIRST FLOOR PLAN ELECTRICAL DETAILS ONE -LINE DIAGRAMS M&H NO.: 0118900-161544.01 DATE: November 8, 2016 DESIGNED BY: TMH DRAWN BY: TMH CHECKED BY: DGM DO NOT SCALE DRAWINGS SHEET CONTENTS COVER SHEET SHEET NO. G-001 MEETINGS AND CORRESPONDENCE A. AIRPORT SHALL ISSUE ALL NOTAMS. B. CONTRACTOR IS REQUIRED TO ATTEND COORDINATION MEETINGS AT WHICH SAFETY ISSUES WILL BE DISCUSSED. C. CONTRACTOR SHALL REVIEW CONSTRUCTION SAFETY PHASING PLAN AND PROVIDE SAFETY PLAN COMPLIANCE DOCUMENT (SPCD) IN COMPLIANCE WITH THE CURRENT EDITION OF AC 150/5370-2F. APPROVAL OF SPCD IS REQUIRED BEFORE A NOTICE TO PROCEED WILL BE ISSUED. EFFECT ON AIRCRAFT/AIRPORT OPERATIONS A. CRITICAL AIRCRAFT DURING CONSTRUCTION OPERATIONS CONSIST OF DESIGN GROUP III AIRCRAFT. NO CONSTRUCTION, EQUIPMENT, STOCKPILES, OR MATERIALS SHALL BE LOCATED WITHIN THE TAXIWAY SAFETY AREA (TSA) WHILE THE TAXIWAY IS ACTIVE. NO STOCKPILES OR MATERIALS SHALL BE LOCATED WITHIN AND ALL EQUIPMENT NOT IN USE SHALL BE REMOVED FROM THE TAXIWAY OBJECT FREE AREA (TOFA). THE TSA IS 59' G_081 0081.2016.PBLD 0081.2016.PBLD 0081.2016.PBLD 0081.2016.PBLD Begin Building Review 11/15/2016 M&H NO.: 0118900-161544.01 DATE: November 8, 2016 DESIGNED BY: TMH DRAWN BY: TMH CHECKED BY: DGM DO NOT SCALE DRAWINGS SHEET CONTENTS FIRST FLOOR PLAN PHASE 1 SHEET NO. A-1 01 0081.2016.PBLD Mead &-+Iunt Mead and Hunt, Inc. 2440 Deming Way Middleton, WI 53562 phone: 608-273-6380 meadhunt.com ©Copyright 2016 This document, or any portion thereof, shall not be duplicated, disclosed, or used on any other project or extension of this project except by written agreement with Mead & Hunt, Inc. Mead &Hunt shall not be responsible for any unauthorized use of, or alteration to these documents. ISSUED 11/08/16 ISSUED FOR PERMIT M&H NO.: 0118900-161544.01 DATE: November 8, 2016 DESIGNED BY: TMH 0 W CHECKED BY: DGM U) � Q � W Z 0 � Q O(.9 U 0 Z Q WC) �0 ~ Z Z O 000 o W m Q� z 3:w 0- M� Q O N Q ISSUED 11/08/16 ISSUED FOR PERMIT M&H NO.: 0118900-161544.01 DATE: November 8, 2016 DESIGNED BY: TMH DRAWN BY: TMH CHECKED BY: DGM DO NOT SCALE DRAWINGS SHEET CONTENTS FIRST FLOOR DEMOLITION PLAN SHEET NO. AD101 ELECTRICAL & TECHNOLOGY SYSTEMS SYMBOL SCHEDULE RACEWAYS SYMBOLS ABOVEGROUND CONDUIT - — - UNDERGROUND CONDUIT O JUNCTION BOX - CEILING MOUNTED 0 JUNCTION BOX - WALL MOUNTED MOTORS & MOTOR CONTROL SYMBOLS L0 NON-FUSED DISCONNECT SWITCH I_= FUSED DISCONNECT SWITCH (D THERMOSTAT RECEPTACLE SYMBOLS =IQ 60" DUPLEX RECEPTACLE TEXT INDICATES MOUNTING HEIGHT DOUBLE DUPLEX RECEPTACLE SPECIAL PURPOSE RECEPTACLE, NEMA TYPE ON DRAWING RECEPTACLE NOTATIONS: a DENOTES SWITCH LEG FOR SWITCHED OUTLETS D DENOTES DEDICATED OUTLETS EWC DENOTES ELECTRIC WATER COOLER OUTLETS GFCI DENOTES GROUND FAULT INTERRUPTER OUTLETS IG DENOTES ISOLATED GROUND OUTLETS H DENOTES HORIZONTALLY MOUNTED OUTLETS TR DENOTES TAMPER RESISTANT SAFETY OUTLETS USB DENOTES COMBINATION DUPLEX/USB OUTLETS WP DENOTES WEATHER PROOF OUTLETS X1 DENOTES EXPLOSION PROOF CLASS 1 DIVISION 1 OUTLETS X2 DENOTES EXPLOSION PROOF CLASS 1 DIVISION 2 OUTLETS SERVICE & DISTRIBUTION SYMBOLS iiiiiiiih NEW PANELBOARD a EXISTING PANELBOARD FIRE ALARM SYMBOLS FIRE ALARM PULL STATION COMMUNICATION SYMBOLS -44 DATA OUTLET (# = QTY. CONNECTORS IF OTHER THAN 1) C DENOTES CEILING MOUNTED Q W VOICE OUTLET FOR WALL MOUNTED TELEPHONE EQUIPMENT RACK SECURITY SYSTEM SYMBOLS © CARDREADER GENERAL SYMBOLS #/E-### DETAIL NUMBER / SHEET NUMBER KEYED NOTE, USED TO DESCRIBE ADDITIONAL 9.### INFORMATION OF WORK REQUIRED, SPECIFIC TO THE SHEET AND/OR DETAIL IT IS SHOWN WITH. LINE TYPE KEY PANEL DESIGNATION KEY FLOOR TYPE SYSTEM/SOURCE VOLTAGE SEQUENCE NUMBER OR LETTER 2 L N L 1 NUMBER OR LETTER IN SEQUENCE I.E. 1,2,3 OR A,B,C L - 208Y/1 20V H - 480Y/277V ' N - NORMAL BRANCH U - UNINTERRUPTIBLE E - EMERGENCY BRANCH (NEC 700) X - LEGALLY REQUIRED STANDBY BRANCH (NEC 701) O - OPTIONAL STANDBY BRANCH (NEC 702) L - LIGHTING PANEL BOARD D - DISTRIBUTION PANEL BOARD P - POWER/EQUIPMENT PANEL BOARD R - RECEPTACLE PANEL BOARD MS - MAIN SWITCHBAORD MCC - MOTOR CONTROL CENTER G - GROUND FLOOR B - BASEMENT FLOOR 1 - FIRST FLOOR P -PENTHOUSE M - MEZZANINE ABBREVIATIONS A/E ARCHITECT/ENGINEER AFF ABOVE FINISHED FLOOR BLDG BUILDING C CONDUIT DISC DISCONNECT DWG DRAWING EC ELECTRICAL CONTRACTOR EMT ELECTRICAL METALLIC TUBING ES EQUIPMENT SUPPLIER ETR EXISTING TO REMAIN GC GENERAL CONTRACTOR GRS GALVANIZED RIGID STEEL HP HORSEPOWER IMC INTERMEDIATE METALLIC CONDUIT IT INFORMATION TECHNOLOGY J -BOX JUNCTION BOX MC MECHANICAL CONTRACTOR TYP TYPICAL UNO UNLESS NOTED OTHERWISE 3R NEMA 3R RATING Begin Building Review 11/15/2016 0081.2016.PBLD Mead &-+Iunt Mead and Hunt, Inc. 2440 Deming Way Middleton, WI 53562 phone: 608-273-6380 meadhunt.com GENERAL NOTES: NEW WORK BY THIS CONTRACTOR WHERE CONDUIT IS IN THE CONCRETE SLAB, CUT OFF FLUSH, PULL OUT (DARK SOLID LINE) WIRE OR CABLE AND PLUG. WHERE CONDUIT IS RUN EXPOSED, ALL EXISTING TO BE REMOVED BY THIS THE CONTRACTOR SHALL BECOME FAMILIAR WITH THE DETAILS OF CONTRACTOR (DARK DASHED LINE) THE INFORMATION SHOWN IS BASED ON EXISTING DRAWINGS AND SITE EXISTING TO REMAIN WORK 16. THIS CONTRACTOR SHALL COORDINATE ALL HIS WORK WITH OTHER (THIN SOLID LINE) CONTRACTORS AT THE JOB SITE BEFORE REMOVING EXISTING NEW WORK UNDER FLOOR BY THIS TECHNOLOGY SYSTEMS ITEMS AND INSTALLING NEW ITEMS. CONTRACTOR CON SITE UNDERGROUND CONDUIT //CON// SITE REMOVED UNDERGROUND CONDUIT E SITE UNDERGROUND ELECTRIC DRAWINGS INDICATE EXISTING ELECTRICAL ITEMS TO BE REMOVED. OHE SITE OVERHEAD ELECTRIC //OHE// SITE REMOVED OVERHEAD ELECTRIC SITE REMOVED UNDERGROUND ELECTRIC //E// PANEL DESIGNATION KEY FLOOR TYPE SYSTEM/SOURCE VOLTAGE SEQUENCE NUMBER OR LETTER 2 L N L 1 NUMBER OR LETTER IN SEQUENCE I.E. 1,2,3 OR A,B,C L - 208Y/1 20V H - 480Y/277V ' N - NORMAL BRANCH U - UNINTERRUPTIBLE E - EMERGENCY BRANCH (NEC 700) X - LEGALLY REQUIRED STANDBY BRANCH (NEC 701) O - OPTIONAL STANDBY BRANCH (NEC 702) L - LIGHTING PANEL BOARD D - DISTRIBUTION PANEL BOARD P - POWER/EQUIPMENT PANEL BOARD R - RECEPTACLE PANEL BOARD MS - MAIN SWITCHBAORD MCC - MOTOR CONTROL CENTER G - GROUND FLOOR B - BASEMENT FLOOR 1 - FIRST FLOOR P -PENTHOUSE M - MEZZANINE ABBREVIATIONS A/E ARCHITECT/ENGINEER AFF ABOVE FINISHED FLOOR BLDG BUILDING C CONDUIT DISC DISCONNECT DWG DRAWING EC ELECTRICAL CONTRACTOR EMT ELECTRICAL METALLIC TUBING ES EQUIPMENT SUPPLIER ETR EXISTING TO REMAIN GC GENERAL CONTRACTOR GRS GALVANIZED RIGID STEEL HP HORSEPOWER IMC INTERMEDIATE METALLIC CONDUIT IT INFORMATION TECHNOLOGY J -BOX JUNCTION BOX MC MECHANICAL CONTRACTOR TYP TYPICAL UNO UNLESS NOTED OTHERWISE 3R NEMA 3R RATING Begin Building Review 11/15/2016 0081.2016.PBLD Mead &-+Iunt Mead and Hunt, Inc. 2440 Deming Way Middleton, WI 53562 phone: 608-273-6380 meadhunt.com GENERAL NOTES: DEMOLITION GENERAL NOTES: WHERE CONDUIT IS IN THE CONCRETE SLAB, CUT OFF FLUSH, PULL OUT M&H NO.: 0118900-161544.01 WIRE OR CABLE AND PLUG. WHERE CONDUIT IS RUN EXPOSED, ALL 1. THE CONTRACTOR SHALL BECOME FAMILIAR WITH THE DETAILS OF 1. THE INFORMATION SHOWN IS BASED ON EXISTING DRAWINGS AND SITE DRAWN BY: KAF 16. THIS CONTRACTOR SHALL COORDINATE ALL HIS WORK WITH OTHER CONTRACTORS AT THE JOB SITE BEFORE REMOVING EXISTING WORK, VERIFY DIMENSIONS THE FIELD, AND ADVISE THE TECHNOLOGY SYSTEMS ITEMS AND INSTALLING NEW ITEMS. OBSERVATIONS TO ASSIST CONTRACTOR IN BIDDING. THE ELECTRICAL 17. EXISTING CONDUIT IN GOOD CONDITION, MAY BE REUSED IN PLACE. SHEET CONTENTS RELOCATING EXISTING CONDUIT SHALL NOT BE ALLOWED. NOTES, SYMBOLS & CONTRACTING OFFICER OF ANY DISCREPANCY BEFORE PERFORMING ABBREVIATIONS DRAWINGS INDICATE EXISTING ELECTRICAL ITEMS TO BE REMOVED. ANY WORK. THE DRAWINGS ARE INTENDED TO INDICATE THE SCOPE OF WORK REQUIRED AND DO NOT INDICATE EVERY BOX, CONDUIT, OR WIRE THAT 2. THE COMPLETE INSTALLATION SHALL BE IN ACCORDANCE WITH THE MUST BE REMOVED. THE CONTRACTOR SHALL VISIT THE SITE PRIOR ADAAG (AMERICANS WITH DISABILITIES ACT ACCESSIBILITY TO SUBMITTING A BID AND VERIFY EXISTING CONDITIONS. REFER TO GUIDELINES). SPECIFICATION SECTION 26 05 02 FOR ADDITIONAL REQUIREMENTS. 3. REFER TO ARCHITECTURAL DRAWINGS FOR FIRE RATED WALLS AND 2. DASHED WALLS ON THE FLOOR PLANS INDICATE EXISTING WALLS FLOORS. MAKE RATED PENETRATIONS AS REQUIRED.SEAL ALL RATED BEING DEMOLISHED. REFER TO THE ARCHITECTURAL DEMOLITION PENETRATIONS AS IDENTIFIED IN DIVISION 1 REQUIREMENTS. PLANS FOR THE EXACT EXTENT OF WORK REQUIRED BY THIS PROJECT. REMOVE ALL DEVICES ON DASHED WALLS NOT SHOWN ON THE 4. CIRCUIT NUMBERS ARE SHOWN FOR CIRCUIT IDENTIFICATION. CONTRACT DRAWINGS. REFER TO DEMOLITION DRAWINGS OF OTHER ©Copyright 2016 CIRCUITING SHALL AGREE WITH NUMBERING ON THE PANEL TRADES. WHERE MOTORS CONTROL PANELS, AND OTHER LOADS OR This document, or any portion thereof, shall not be duplicated, disclosed, or used on any SCHEDULES PROVIDED. BALANCE THE LOAD ON PANELS AS EVENLY AS APPARATUS THAT HAVE ELECTRICAL CONNECTION ARE BEING ct othertbywtttenagreor emeon agreement d except by written agreement with Mead & POSSIBLE BETWEEN EACH PHASE. REMOVED, INCLUDE DISCONNECTION AND REMOVAL OF ALL Hunt, Inc. Mead& Hunt shall not be ASSOCIATED CONDUIT, WIRING, ETC. responsibleeratito se document zed use of, or alteration to these documents. 5. A #12 GREEN INSULATED GROUND CONDUCTOR SHALL BE INSTALLED WITH CIRCUIT CONDUCTORS TO ALL RECEPTACLES. 3. ELECTRICAL ITEMS (i.e., LIGHTING FIXTURES, PANELBOARDS, DISCONNECTS, MOTOR CONTROLLERS, ETC.) REMOVED AND NOT 6. CONCEAL ALL CONDUIT IN WALLS, PARTITIONS, ABOVE CEILING, ETC. RELOCATED REMAIN THE PROPERTY OF THE OWNER AND SHALL BE UNLESS OTHERWISE INDICATED ON THE PLANS OR IN THE TURNED OVER TO THE OWNER IN A STORAGE AREA TO BE DESIGNATED SPECIFICATIONS. CONDUIT IN MECHANICAL ROOMS, AND STORAGE BY THE OWNER. EQUIPMENT BEING REMOVED SHALL BE HANDLED SO ROOMS WITHOUT CEILINGS MAY BE EXPOSED ON BUILDING AS NOT TO FURTHER REDUCE ITS VALUE TO THE OWNER. THE STRUCTURE. WHERE RACEWAY IS REQUIRED ON EXISTING CONCRETE CONTRACTOR SHALL DISPOSE OF MATERIAL THE OWNER DOES NOT AND MASONRY WALLS, SURFACE RACEWAY MAY BE USED IN LIEU OF WANT TO REUSE OR RETAIN FOR MAINTENANCE PURPOSES. CHANNELING WALLS TO ALLOW CONCEALED ROUTING. THE RACEWAY 0UJ SHALL BE SINGLE CHANNEL STYLE TYPE WITH IVORY FINISH. THIS CIRCUIT CONDUITS SIZE. CONDUITS 4. WHERE LIGHTS, SWITCHES, RECEPTACLES, ETC., ARE BEING REMOVED v APPLIES FOR BRANCH UP TO 3/4" ALL ASSOCIATED CONDUIT AND WIRE BACK TO THE PANELBOARD OR LARGER THAN 3/4" MAY BE ROUTED EXPOSED, BUT INSTALLED FEEDER JUNCTION BOX SERVING THE DEVICE SHALL ALSO BE PARALLEL AND/OR PERPENDICULAR TO BUILDING LINES AND RUN AS UNOBTRUSIVELY AS POSSIBLE. REMOVED, UNLESS THE CONDUIT CAN BE REUSED FOR NEW CONDUCTORS. THE CONTRACTOR SHALL DISPOSE OF MATERIAL THE 7. COORDINATE AND CO -LOCATE WALL MOUNTED RECEPTACLE OWNER DOES NOT WANT TO REUSE OR RETAIN FOR MAINTENANCE PURPOSES. LOCATIONS WITH TECHNOLOGY (VOICE/DATA,CATV,FIDS, ETC) OUTLETS SHOWN ON THE T -SERIES DRAWINGS.UNLESS OTHERWISE NOTED, 5. ALL CONDUIT SHALL BE REMOVED WHERE WALLS ARE BEING REMOVED. EACH TECHNOLOGY OUTLET SHALL BE LOCATED WITHIN 24"OF ITS WHERE CONDUIT IS IN THE CONCRETE SLAB, CUT OFF FLUSH, PULL OUT ASSOCIATED RECEPTACLE. ASSOCIATED RECEPTACLE SHALL BE WIRE, AND PLUG. WHERE CONDUIT IS RUN EXPOSED, ALL ASSOCIATED w DEFINED AS THE RECEPTACLE NEAREST THE LOCATION OF, AND AT CLAMPS, SUPPORTS, HANGERS, ETC., SHALL ALSO BE REMOVED. 7 L THE SAME HEIGHT AS,THE TECHNOLOGY OUTLET WHEN MULTIPLE CONDUIT CONCEALED IN WALL CONSTRUCTION MAY BE ABANDONED IN RECEPTACLES ARE SHOWN ON A WALL. PLACE IF NOT AFFECTED BY OTHER CONSTRUCTION. D 8. CONTRACTOR SHALL VERIFY ALL FURNITURE, MODULAR FURNITURE 6. THIS CONTRACTOR SHALL COORDINATE ALL HIS WORK, INCLUDING AND EQUIPMENT LOCATIONS WITH ARCHITECTURAL PLANS, PHASING WITH OTHER CONTRACTORS AT THE JOB SITE BEFORE O (D ELEVATIONS AND REVIEWED SHOP DRAWINGS. PRIOR TO MAKING THE ACTUAL ELECTRICAL INSTALLATION THIS CONTRACTOR SHALL ADJUST REMOVING EXISTING ELECTRICAL AND INSTALLING NEW ITEMS. 1 v � 11 RECEPTACLES, OUTLETS OR CONNECTION LOCATIONS TO 7. EXISTING CONDUIT IN GOOD CONDITION, MAY BE REUSED IN PLACE. �/ ACCOMMODATE FURNITURE AND/OR EQUIPMENT. RELOCATED EXISTING CONDUIT SHALL NOT BE ALLOWED. BONDING 7 CONDUCTORS SHALL BE INSTALLED IN ALL REUSED CONDUIT TO L 9. ELECTRICAL AND TELECOMMUNICATIONS EQUIPMENT SHALL BE ASSURE PROPER GROUND PATH. UJ I rn MOUNTED TO AVOID IMPEDANCE OF, OPERATION OF, AND/OR ACCESS TO ELECTRICAL AND MECHANICAL EQUIPMENT. ALL MOUNTING OF 8. MAINTAIN CONTINUITY OF DEVICES LOCATED OUTSIDE OF Q ELECTRICAL AND TELECOMMUNICATIONS EQUIPMENT, ON EQUIPMENT CONSTRUCTION AREA. DEVICE AND EQUIPMENT REMOVAL IN CERTAIN Q SUPPLIED BY ANOTHER CONTRACTOR, SHALL BE APPROVED IN LOCATIONS MAY REQUIRE THE INSTALLATION OF A JUNCTION BOX TO ADVANCE BY THE OTHER CONTRACTOR. RECONNECT CIRCUITS THAT REMAIN IN OPERATION. EXTEND CONDUIT AND WIRING AS REQUIRED TO MAINTAIN POWER TO REMAINING 10. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL OPENINGS REQUIRED EQUIPMENT._ O IN WALLS. ALL OPENINGS SHALL BE REPAIRED TO MATCH EXISTING BY A QUALIFIED CONTRACTOR AT THE EXPENSE OF THIS CONTRACTOR. 9. CONTRACTOR SHALL REMOVE AND INSTALL ALL CEILING TILES AS O ALL CONDUITS THROUGH WALLS SHALL BE GROUTED OR SEALED INTO REQUIRED FOR THE EXECUTION OF ELECTRICAL WORK THAT IS U OPENINGS. OUTSIDE THE CONTRACT LIMITS OF CONSTRUCTION. CONTRACTOR w Q 11. CONTRACTOR SHALL REMOVE AND REINSTALL ALL CEILING TILES AS SHALL REPLACE CEILING TILES WITH IDENTICAL MATERIAL WHERE DAMAGED BY THIS CONTRACTOR. , Z REQUIRED FOR THE EXECUTION OF ELECTRICAL WORK THAT IS Lij OUTSIDE THE CONTRACT LIMITS OF CONSTRUCTION. CONTRACTOR 10. PROVIDE REVISED TYPED CIRCUIT DIRECTORY IN PANELBOARDS THAT SHALL REPLACE CEILING TILES WITH IDENTICAL MATERIAL WHERE DAMAGED BY THIS CONTRACTOR. HAVE CIRCUITS REMOVED OR ADDED CIRCUITS.CCO O U) CV Q 11. REMOVE, RELOCATE, AND EXTEND EXISTING INSTALLATIONS TO ACCOMMODATE NEW CONSTRUCTION. 12. REMOVE EXPOSED ABANDONED CONDUIT, INCLUDING ABANDONED ISSUED CONDUIT ABOVE ACCESSIBLE CEILING FINISHES. CUT RACEWAY FLUSH 11/08/16 ISSUED FOR PERMIT WITH WALLS AND FLOORS, PATCH SURFACES TO MATCH EXISTING. REMOVE ALL ASSOCIATED CLAMPS, HANGERS, SUPPORTS, ETC. ASSOCIATED WITH RACEWAY REMOVAL. 13. TECHNOLOGY SYSTEMS ITEMS (E.G. TELECOMMUNICATIONS OUTLETS, SECURITY SYSTEM DEVICES, AUDIO DEVICES) THAT ARE REMOVED AND NOT RELOCATED SHALL REMAIN THE PROPERTY OF THE OWNER. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DISPOSAL OF MATERIAL THE OWNER DOES NOT WANT TO REUSE OR RETAIN FOR MAINTENANCE PURPOSES. 14. THE CONTRACTOR SHALL OBTAIN APPROVAL FROM THE OWNER BEFORE TURNING OFF POWER TO TECHNOLOGY SYSTEMS EQUIPMENT OR DEVICES. COORDINATE ALL OUTAGES WITH THE OWNER. CONDUIT CONCEALED IN WALL CONSTRUCTION MAY BE ABANDONED IN PLACE IF NOT AFFECTED BY OTHER CONSTRUCTION. 15. ALL CONDUIT SHALL BE REMOVED WHERE WALLS ARE BEING REMOVED WHERE CONDUIT IS IN THE CONCRETE SLAB, CUT OFF FLUSH, PULL OUT M&H NO.: 0118900-161544.01 WIRE OR CABLE AND PLUG. WHERE CONDUIT IS RUN EXPOSED, ALL DATE: November 8, 2016 ASSOCIATED CLAMPS, SUPPORTS, HANGERS, ETC. SHALL ALSO BE DESIGNED BY: MAM REMOVED. DRAWN BY: KAF 16. THIS CONTRACTOR SHALL COORDINATE ALL HIS WORK WITH OTHER CONTRACTORS AT THE JOB SITE BEFORE REMOVING EXISTING CHECKED BY: MAM TECHNOLOGY SYSTEMS ITEMS AND INSTALLING NEW ITEMS. DO NOT SCALE DRAWINGS 17. EXISTING CONDUIT IN GOOD CONDITION, MAY BE REUSED IN PLACE. SHEET CONTENTS RELOCATING EXISTING CONDUIT SHALL NOT BE ALLOWED. NOTES, SYMBOLS & ABBREVIATIONS SHEET NO. E-001 SECTION 26000 ELECTRICAL SYSTEM SPECIFICATION PART1- GENERAL 1.01 SCOPE A. DRAWINGS AND GENERAL PROVISIONS OF CONTRACT, INCLUDING GENERAL AND SUPPLEMENTARY CONDITIONS AND DIVISION 1 SPECIFICATION SECTIONS, APPLY TO WORK OF THIS SECTION. B. THIS IS A DESIGN BUILD PROJECT. THE CONTRACTOR SHALL FOLLOW ARCHITECTURAL PLANS AND SCOPE DOCUMENTS FOR TYPE OF SYSTEMS, MATERIALS AND EQUIPMENT TO USE. C. OBTAIN AND PAY FOR ALL PERMITS AND PAY ALL ELECTRICAL FEES FOR PERMITS AND INCLUDING BUT NOT LIMITED TO ELECTRICAL PERMIT AND FIRE ALARM SUBMITTAL. D. ELECTRICAL INCLUDES ALL POWER LIGHTING AND SYSTEMS AS DESCRIBED HEREIN. THIS SECTION INCLUDES THE FOLLOWING TOPICS: E. PART 1 - GENERAL 1. SCOPE 2. GENERAL REQUIREMENTS 3. DEFINITIONS 4. MATERIAL AND EQUIPMENT 5. WARRANTY 6. ELECTRICAL DEMOLITION AND ALTERATIONS 7. TESTING 8. DESIGN CRITERIA / SYSTEM DESCRIPTIONS F. PART 2 - PRODUCTS 1. WIRING METHODS 2. WIRING DEVICES 3. PANELS 4. MOTOR AND EQUIPMENT DISCONNECTS 5. GROUNDING 6. MOTOR AND EQUIPMENT CONNECTIONS 7. VOICE/DATA COMMUNICATIONS RACEWAY SYSTEM G. PART 3 - EXECUTION 1. GENERAL REQUIREMENTS 1.02 GENERAL REQUIREMENTS A. THIS IS A DESIGN BUILD PROJECT. THE CONTRACTOR SHALL FOLLOW ARCHITECTURAL PLANS AND SCOPE DOCUMENTS FOR TYPE OF SYSTEMS, MATERIALS AND EQUIPMENT TO USE. B. ALL WORK SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH NATIONAL, STATE, AND LOCAL ELECTRICAL CODES, LAWS, ORDINANCES AND REGULATIONS. COMPLY WITH ALL APPLICABLE OSHA REGULATIONS. C. THE SCOPE DOCUMENTS ALONG WITH LOCAL REGULATIONS AND CODES SHALL BE THE BASIS FOR THE DESIGN AND CONSTRUCTION. D. THESE SPECIFICATIONS ARE INTENDED TO COVER A COMPLETE INSTALLATION OF EQUIPMENT AND SYSTEMS. THE OMISSION OF EXPRESSED REFERENCE TO ANY MATERIAL OR LABOR NECESSARY FOR THE PROPER EXECUTION OF THE SPECIFIED WORK SHALL NOT RELIEVE THE CONTRACTOR FROM PROVIDING SUCH ADDITIONAL LABOR AND MATERIALS. E. THE DRAWINGS REPRESENT SCOPE DESIGN AND DO NOT DEPICT ALL THE NECESSARY DETAILS FOR A COMPLETE INSTALLATION OF ELECTRICAL SYSTEMS OR EQUIPMENT. HOWEVER, THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING A COMPLETE INSTALLATION. F. THIS CONTRACTOR SHALL REFER TO THE SPECIFICATIONS FOR ALL SPECIAL EQUIPMENT ASSOCIATED WITH AND FURNISHED UNDER THE GENERAL CONTRACT. FURTHERMORE THIS CONTRACTOR SHALL INCLUDE ALL ELECTRICAL WORK ASSOCIATED WITH THE INSTALLATION OF THIS EQUIPMENT. 1.03 DEFINITIONS A. CERTAIN TERMS USED HEREIN, ON THE DRAWINGS, AND IN THE CONTRACT DOCUMENTS, SHALL BE DEFINED AS FOLLOWS: B. PROVIDE. FURNISH, INSTALL, AND WIRE COMPLETE AND READY FOR SERVICE. C. EXPOSED. EXPOSED TO VIEW IN ANY ROOM, HALLWAY, PASSAGEWAY, OR OUTSIDE. D. CODE. NATIONAL, STATE AND LOCAL ELECTRICAL CODES INCLUDING OSHA REQUIREMENTS E. APPROVAL. THE APPROVAL OF THE ARCHITECT IN WRITING OR BY SIGNED RUBBER STAMP APPLIED TO DRAWINGS, ILLUSTRATIONS, ETC. 1.04 MATERIAL AND EQUIPMENT A. ALL MATERIAL AND EQUIPMENT SHALL BE NEW AND OF THE QUALITY USED FOR THE PURPOSE IN GOOD COMMERCIAL PRACTICE, AND SHALL BE STANDARD PRODUCT OF THE LISTED MANUFACTURERS. EACH MAJOR COMPONENT OF EQUIPMENT SHALL HAVE THE MANUFACTURER'S NAME, CATALOG NUMBER, AND CAPACITY OF RATING ON A NAMEPLATE, SECURELY AFFIXED ON THE EQUIPMENT IN A CONSPICUOUS PLACE. B. ALL MATERIALS SHALL HAVE A UL LABEL WHERE A UL STANDARD AND/OR TEST EXIST. 1.05 WARRANTY A. UNCONDITIONALLY GUARANTEE WORK AND ALL COMPONENTS THEREOF, FOR A PERIOD OF ONE YEAR FROM THE DATE OF SUBSTANTIAL COMPLETION. REMEDY ANY DEFECTS IN WORKMANSHIP AND REPAIR OR REPLACE ANY FAULTY EQUIPMENT THAT SHALL APPEAR WITHIN THE GUARANTEE PERIOD TO THE ENTIRE SATISFACTION OF THE ARCHITECT AT NO ADDITIONAL CHARGE. 1.06 ELECTRICAL DEMOLITION AND ALTERATIONS A. THE EXISTING BUILDINGS SHALL REMAIN IN SERVICE DURING CONSTRUCTION. B. WHERE THE PLANS REQUIRE EXISTING EQUIPMENT TO BE REMOVED OR RELOCATED, REMOVAL SHALL INCLUDE EQUIPMENT ASSOCIATED WITH THE DEVICE. ASSOCIATED EQUIPMENT SHALL INCLUDE BUT NOT BE LIMITED TO COVERPLATES, BACKBOX, CONDUIT, FITTINGS, AND DE -ENERGIZED CONDUCTORS. IN INSTANCES WHERE A DEVICE IS REMOVED BUT ACTIVE CONDUCTORS REMAIN IN THE BACKBOX AND THE BOX IS MOUNTED IN A WALL WHICH IS REMAINING, THE BACKBOX MAY REMAIN AND A BLANK COVERPLATE PROVIDED. IF REMOVAL OF THE BOX IS SPECIFICALLY INDICATED ON THE PLANS THE ACTIVE CONDUCTORS SHALL BE INTERCEPTED AT CONVENIENT, ACCESSIBLE LOCATIONS AND REROUTED TO ALLOW EXISTING BOX TO BE REMOVED. WHEN BOXES ARE REMOVED FROM EXISTING WALLS WHICH REMAIN, IT SHALL BE THE ELECTRICAL CONTRACTOR'S RESPONSIBILITY TO FILL IN OPENINGS AND SAND FLUSH WITH ADJACENT SURFACES. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR FINISH WORK UNLESS SPECIFICALLY INDICATED OTHERWISE ON THE PLANS. C. THE CONTRACTOR SHALL EXAMINE SHOP DRAWINGS AND EQUIPMENT BROCHURES PRIOR TO SUBMISSION. THE CONTRACTOR SHALL VERIFY THAT THE MATERIALS AND EQUIPMENT DEPICTED WILL PROPERLY FIT INTO THE CONSTRUCTION. D. NO MATERIALS OR EQUIPMENT SUBJECT TO PRIOR REVIEW BY THE ENGINEER SHALL BE FABRICATED OR INSTALLED BY THE CONTRACTOR, WITHOUT APPROVAL. THE ENGINEER'S REVIEW OF SHOP DRAWINGS SHALL NOT RELIEVE THE CONTRACTOR OF RESPONSIBILITY FOR DEVIATIONS FROM THE REQUIREMENTS OF THE DRAWINGS AND SPECIFICATIONS, UNLESS PRIOR APPROVAL FOR SUCH DEVIATIONS HAS BEEN GRANTED. 1.07 TESTING A. AFTER THE WORK IS COMPLETED AND PRIOR TO ACCEPTANCE, THE CONTRACTOR SHALL CONDUCT THE FOLLOWING TESTS, TABULATE DATA, DATE, SIGN AND SUBMIT TO THE ENGINEER: 1. STANDARD MEGGER INSULATION TEST ON EACH FEEDER 2. GROUND RESISTANCE TEST 3. CLAMP AMMETER TEST ON EACH FEEDER CONDUCTOR WITH ALL UTILIZATION EQUIPMENT ENERGIZED. THE LOAD CURRENT IN EACH PHASE CONDUCTOR OF THE FEEDER OR THE PORTION THEREOF SUPPLYING THE PANEL SHALL NOT DIFFER FROM THE AVERAGE CONNECTED LOAD CURRENTS IN THE FEEDER CONDUCTORS BY MORE THAN 7'/z%. IF THE LOAD CURRENT DOES DIFFER BY MORE THAN 7'h%, THE CONTRACTOR SHALL CHANGE PHASE LOADING TO SAME OR RECEIVE WRITTEN APPROVAL FROM THE ENGINEER THAT THIS IS NOT REQUIRED DUE TO THE NATURE OF THE LOAD. 4. UPON COMPLETION OF THE INSTALLATION, THE CONTRACTOR SHALL FURNISH CERTIFICATES OF APPROVAL FROM ALL AUTHORITIES HAVING JURISDICTION. THE CONTRACTOR SHALL DEMONSTRATE THAT ALL WORK IS COMPLETE AND IN PERFECT OPERATING CONDITION, WITH RACE WAY AND CONDUIT SYSTEM PROPERLY GROUNDED, ALL WIRING FREE FROM GROUNDS, SHORTS, AND THAT THE ENTIRE INSTALLATION IS FREE FROM ANY PHYSICAL DEFECTS. 5. IN THE PRESENCE OF THE ENGINEER AND THE OWNER, THE CONTRACTOR SHALL DEMONSTRATE THE PROPER OPERATION OF ALL MISCELLANEOUS SYSTEMS. 1.08 DESIGN CRITERIA/ SYSTEMS DESCRIPTIONS A. FIRESTOPPING 1. FIRE STOPPING MATERIALS SHALL INCLUDE, BUT NOT BE LIMITED TO, MORTARS, SEALANTS AND CAULKS, PUTTIES, COLLARS, INTUMESCENT WRAP STRIPS MASTICS, AND FIRESTOP PILLOWS. ALL MATERIALS AND METHODS USED SHALL BE RECOGNIZED BY AN INDEPENDENT TESTING AGENCY AND SHALL HAVE FLAME AND TEMPERATURE RATINGS ASSIGNED BY THAT AGENCY. 2. MATERIALS USING SOLVENTS OR THOSE REQUIRING HAZARDOUS WASTE DISPOSALS SHALL NOT BE USED. 3. THE FIRESTOP ASSEMBLIES SHALL MEET THE ENTIRE FIRE TEST AND HOSE STREAM TEST REQUIREMENTS OF AN INDEPENDENT TESTING AGENCY. 4. ACCEPTABLE MANUFACTURERS: 3M CORPORATION, RECTORSEAL CORPORATION, AND HILTI. 5. OPENINGS IN FIRE RATED CONSTRUCTION AND ANNULAR SPACES AROUND CONDUITS, CABLE TRAYS, AND OTHER PENETRATING ITEMS SHALL BE PROTECTED IN ACCORDANCE WITH NEC. THE FIRE RATING OF THE PROTECTIVE SEAL SHALL BE AT LEAST THAT OF THE FLOOR OR WALL INTO WHICH IT IS INSTALLED, SO THAT THE ORIGINAL FIRE RATING OF THE CONSTRUCTION IS MAINTAINED. 6. ALL WALL OR FLOOR PENETRATIONS OPENINGS SHALL BE AS SMALL AS POSSIBLE. ALL OPENINGS AND ANNULAR SPACES REQUIRED BY CODE TO BE PROTECTED SHALL BE PROTECTED. INSTALLATION OF MATERIALS AND ASSEMBLIES SHALL BE IN STRICT ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. B. IDENTIFICATION 1. EACH DISTRIBUTION AND LIGHTING PANEL SHALL BE EQUIPPED WITH A TYPEWRITTEN DIRECTORY DESCRIBING THE LOADS SERVED. DIRECTORY SHALL BE CONTAINED IN A STEEL FRAME MOUNTED ON THE INSIDE FACE OF THE PANEL'S DOOR AND SHALL BE COVERED WITH A SHEET OF CLEAR PLASTIC. 2. ALL DISCONNECTS. PANELS AND CABINETS SHALL BE PROVIDED WITH 1/8" MINIMUM THICKNESS 5 PLY PLASTIC NAMEPLATES INDICATING USAGE, PLAN DESIGNATION AND VOLTAGE WHERE APPLICABLE. IN EQUIPMENT AND MECHANICAL ROOMS THIS IDENTIFICATION MAY BE ON THE EXTERIOR OF THE UNIT, IN OTHER AREAS IDENTIFICATION SHALL BE INSIDE THE DOOR OR COVER. NAMEPLATES SHALL BE BLACK WITH WHITE ENGRAVED LETTERING. LETTERING SHALL BE'/2' HIGH MINIMUM. FASTEN NAMEPLATES WITH ESCUTCHEON PINS 3. JUNCTION AND PULL BOXES SMALLER THAN 12" X 12" SHALL BE IDENTIFIED BY USING A PERMANENT MARKER ON THE COVERPLATE INDICATING ORIGINATING PANELBOARD AND CIRCUIT(S) OR SYSTEM SERVED. 4. JUNCTION AND PULL BOXES WITH DIMENSIONS 12" X 12" AND LARGER SHALL BE STENCILED OR PROVIDED WITH PERMANENT LABELS AS FOLLOWS: a. ON THE INSIDE OF COVERPLATES FOR LIGHT SWITCHES, OCCUPANCY SENSORS, RECEPTACLES, AND SPECIAL PURPOSE OUTLETS, PROVIDE A PERMANENT LABEL IDENTIFYING THE PANEL AND CIRCUIT NUMBER FEEDING THE DEVICE. ADHESIVE PLASTIC TAPE WILL BE PERMITTED FOR THIS USE. 5. IDENTIFY EACH CONDUCTOR AT EACH; CONNECTOR, SPLICE POINT, AND TERMINATION WITH PERMANENTLY ATTACHED WRAP AROUND ADHESIVE MARKERS AS MANUFACTURED BY BRADY CO OR EQUIVALENT. THIS IDENTIFICATION SHALL INCLUDE; SOURCE (I.E. PANEL NAME), BRANCH CIRCUIT NUMBER, CONTROL CIRCUIT, AND ANY OTHER APPROPRIATE NUMBER OR LETTERING THAT WILL EXPEDITE FUTURE IDENTIFICATION AND TROUBLESHOOTING. 6. PROVIDE A COLOR -CODED CONDUCTOR INSTALLATION AS RECOMMENDED BY THE NATIONAL AND STATE ELECTRICAL CODE. C. GROUNDING 1. PROVIDE A GROUNDING SYSTEM AS REQUIRED BY WE ENERGIES, THE NEC, AND THE IEEE GREEN BOOK. PROVIDE GROUNDING TO ALL TRANSFORMERS, AND BONDING TO ALL METALLIC PIPING SYSTEMS, STEEL STRUCTURE AND AS REQUIRED BY THE NEC. PROVIDE AN EXPOSED COPPER GROUND BUS IN EACH SERVER AND ROOM BONDED TO THE BUILDING GROUNDING SYSTEM. 2. ALL FEEDERS AND BRANCH CIRCUITS SHALL BE GROUNDED AS REQUIRED BY THE NEC. ALL FEEDERS AND BRANCH CIRCUITS SHALL HAVE A GROUNDING CONDUCTOR. 3. PROVIDE A GREEN BONDING JUMPER "PIGTAIL" IN EVERY DEVICE BOX, SPLICE JUNCTION BOX, AND PULL BOX. THE DEVICE SHALL BE BONDED TO THE GROUNDING WIRE, PIGTAIL, AND BOX AND AS REQUIRED BY THE NEC. D. AMERICANS WITH DISABILITIES ACT. COMPLETE BUILDING DESIGN MUST MEET ADA GUIDELINES. 1. SEE ARCHITECTURAL DOCUMENTS FOR INFORMATION REGARDING ADA REQUIREMENTS. PART 2- PRODUCTS 41111111111111111TAI V 19 cella :1r:[.7.Iy A. MINIMUM CIRCUIT SHALL BE 20 AMPERE. B. CIRCUITS FOR GENERAL LIGHTING AND RECEPTACLES SHALL BE MINIMUM 20 AMPERE. C. LIGHTING CIRCUITS SHALL BE LIMITED TO 1600 WATTS PER 20 AMPERE CIRCUIT FOR 120 VOLT. D. LIGHTING CIRCUITS SHALL BE LIMITED TO 4432 WATTS PER 20 AMPERE CIRCUIT FOR 277 VOLT. E. RECEPTACLE CIRCUITS SHALL BE LIMITED TO SIX DUPLEX RECEPTACLES PER 120 VOLT CIRCUIT. F. RACEWAY AND BOXES: a. INSTALL A COMPLETE CONDUIT SYSTEM AS REQUIRED TO PROVIDE CIRCUITING AND SWITCH ARRANGEMENTS AS SHOWN ON THE PLANS. CONDUIT SIZES SHALL BE AS REQUIRED BY CODE. ALL CONDUITS SHALL BE ROUTED CONCEALED IN FINISHED SPACES. CONDUITS MAY ONLY BE EXPOSED IN MECHANICAL, ELECTRICAL EQUIPMENT ROOMS AND UNFINISHED STORAGE SPACES. CONDUITS SHALL BE ROUTED PARALLEL AND PERPENDICULAR TO LINES OF CONSTRUCTION, INCLUDING CONDUITS ROUTED ABOVE ACCESSIBLE CEILING CAVITIES. b. THE MINIMUM SIZE RACEWAY FOR USE ON THIS PROJECT SHALL BE 1/2" ID. c. IN GENERAL, INTERIOR RACEWAYS MAY BE ELECTRICAL METALLIC TUBING (EMT), GALVANIZED RIGID METAL CONDUIT (RMC), INTERMEDIATE METALLIC CONDUIT (IMC), METAL -CLAD CABLE (MC) AND ELECTRICAL NONMETALLIC TUBING (ENT). d. FLEXIBLE METALLIC CONDUIT SHALL BE USED AT CONDUIT CONNECTION TO MOTORIZED AND/OR OTHER EQUIPMENT SUBJECT TO VIBRATION. FLEXIBLE CONDUIT LENGTH SHALL BE BETWEEN 24 AND 36 INCHES. LIQUID TIGHT FLEXIBLE METALLIC CONDUIT SHALL BE USED FOR THESE TYPES OF CONNECTIONS WHERE SUBJECT TO MOISTURE. 2. COUPLINGS, CONNECTORS AND FITTINGS a. FITTINGS SHALL BE STEEL SETSCREW FITTINGS WITH INSULATED THROAT. b. USE STANDARD ITEMS TO PROPERLY ATTACH CONDUITS, OUTLET BOXES, PULL BOXES, CABINETS, ETC., TO PROVIDE A COMPLETE RACEWAY SYSTEM. MALLEABLE OR DIE CAST FITTINGS ARE NOT APPROVED. ALL CONNECTORS SHALL HAVE INSULATED THROATS; INDENTATION TYPE, AND PUSH ON TYPE FITTINGS ARE NOT ACCEPTABLE. BUSHING FOR RIGID HEAVY WALL CONDUIT SHALL BE REINFORCED INSULATED TYPE USED WITH DOUBLE LOCKNUTS. c. ALL FITTINGS FOR USE WITH IMC SHALL BE THREADED. FITTINGS FOR USE WITH EMT MAY UTILIZE STEEL SET SCREW FITTINGS. DIE CAST FITTINGS SHALL NOT BE USED. INDENTER TYPE FITTINGS SHALL NOT BE USED. 3. OUTLET BOXES a. PROVIDE OUTLET BOXES BY APPLETON, STEEL CITY, OR RACO AS REQUIRED TO ACCOMMODATE THE DEVICE INDICATED BY SYMBOL ON THE DRAWINGS, SIZED IN ACCORDANCE WITH CODE, WITH THE FOLLOWING MINIMUM REQUIREMENTS. b. OUTLET BOXES SHALL BE DIE FORMED, GALVANIZED AND SECURELY FASTENED IN PLACE AND LEVEL WITH ADJACENT CONSTRUCTION NOT DEPENDENT UPON CONDUIT FOR SUPPORT. PROVIDE 4" SQUARE BOXES FOR RECEPTACLES AND SWITCHES. PROVIDE 4" HEXAGON BOXES FOR CEILING OUTLETS. BOXES SHALL BE 1 '/2 MINIMUM IN DEPTH. c. MULTI GANG DIE FORMED BOXES SHALL BE PROVIDED FOR ALL DEVICES INDICATED ADJACENT TO ONE ANOTHER ON THE PLANS. 4. PULL BOXES AND JUNCTION BOXES a. PROVIDE AS REQUIRED BY CODE, OF CODE GAUGE STEEL IN SIZES AS REQUIRED BY THE CODE. COVERS SHALL BE OF THE SAME MATERIAL FASTENED WITH BRASS MACHINE SCREWS. BOXES AND COVERS SHALL HAVE GALVANIZED FINISH AND THEY SHALL BE SECURELY FASTENED TO STRUCTURAL MEMBERS. 5. CONDUCTORS a. CONDUCTORS SHALL BE NEW SOFT DRAWN COPPER. ALL 600 VOLT CONDUCTORS SHALL BE STRANDED AND DUAL RATED THHN/THWN-2. #12 AWG SHALL BE MINIMUM SIZE UNLESS OTHERWISE. INSULATION SHALL BE COLOR CODED AS REQUIRED BY CODE. WIRE MUST BE DELIVERED TO JOB SITE IN ORIGINAL CARTONS. WIRE AND CABLE FOR GENERAL INTERIOR USE SHALL HAVE 600 VOLT INSULATION. b. INSULATION SHALL HAVE A 600 VOLT RATING. c. SIZE BRANCH CIRCUITS FOR LENGTH OF RUN TO ALLOW NO MORE THAN 3% VOLTAGE DROP. d. FEEDERS SHALL BE SIZED TO ALLOW NO MORE THAN 2% VOLTAGE DROP. e. CONDUCTORS TERMINATING AT WIRED OUTLETS SHALL EXTEND AT LEAST EIGHT (8) INCHES BEYOND OUTLET BOX CONDUIT FITTING. f. WHERE FEEDER CONDUCTORS ARE RUN IN PARALLEL, CONDUCTORS SHALL BE OF SAME LENGTH, SAME MATERIAL, CIRCULAR -MIL AREA, INSULATION TYPE AND TERMINATED IN SAME MANNER. g. EACH PHASE CONDUCTOR OF EACH FEEDER SHALL BE IDENTIFIED AT BOTH ENDS AND AT ALL ACCESSIBLE LOCATIONS WITH COLORED PLASTIC TAPE. EACH PHASE SHALL BE IDENTIFIED BY DIFFERENT COLOR PER INDUSTRY STANDARDS. 6. WIRE JOINTS, SPLICES AND CONNECTORS a. BRANCH CIRCUITS NO.10 AND SMALLER SHALL BE SCOTCHLOCK TYPE H SPRING COMPRESSION CONNECTOR. 2.02 WIRING DEVICES A. PROVIDE FACTORY FABRICATED, NEMA SPECIFICATION GRADE WIRING DEVICES IN TYPE, COLOR, AND ELECTRICAL RATING FOR SERVICE INDICATED. PROVIDE WIRING DEVICES OF ONE MANUFACTURER. WIRING DEVICES FOR USE WITH STRANDED CONDUCTOR SHALL HAVE A CLAMPING TYPE TERMINAL THAT CAN BE PHYSICALLY TIGHTENED. THE CLAMPING DEVICE SHALL NOT BE A SPRING TYPE OF CLAMP. COLOR OF DEVICES SHALL BE BLACK. B. PROVIDE AN INSULATED GREEN GROUNDING PIGTAIL AT EVERY DEVICE BONDED TO THE RACEWAY SYSTEM AND GROUNDING SYSTEM WIRE. C. PROVIDE WALL PLATES FOR WIRING DEVICES, WITH GANGING, CUTOUTS AND METAL SCREWS FOR SECURING PLATES TO DEVICES. SCREW HEADS COLORED TO MATCH FINISH OF PLATE. D. PLATES FOR FLUSH MOUNTED DEVICES SHALL BE OF THERMOPLASTIC NYLON, NON_COMBUSTIBLE, MAR -PROOF THERMOSETTING MATERIAL, MINIMUM 0.100" THICK. COLOR OF PLATES SHALL MATCH EXISTING. SURFACE MOUNTED AND UNFINISHED SPACES GALVANIZED STEEL. 2.03 PANELBAORDS A. VERIFY THE SPACE REQUIREMENTS FOR ALL ELECTRICAL SERVICE AND DISTRIBUTION EQUIPMENT. B. PANELBOARDS SHALL BE PROVIDED AS DETERMINED BY THIS CONTRACTOR. PANELBOARDS SHALL BE FURNISHED WITH COPPER BUSSING, BOLT ON TYPE CIRCUIT BREAKERS, AND A GROUND BUS. C. LIGHTING AND RECEPTACLE PANELS SHALL BE EQUIVALENT TO SQUARE D TYPE NQOD, 20" WIDE MINIMUM. D. PANEL AMPACITY SHALL BE DETERMINED IN ACCORDANCE WITH NEC ARTICLE 220 PLUS 25% ADDITIONAL AMPACITY FOR FUTURE LOADS. PANEL BREAKER SPACE SHALL BE PROVIDED FOR CIRCUITS REQUIRED PLUS 25% ADDITIONAL BREAKER SPACE FOR FUTURE CIRCUITS. E. PROVIDE ON THE INSIDE OF DOOR OF EACH PANEL CABINET A TYPEWRITTEN DIRECTORY IDENTIFYING EACH CIRCUIT. F. BALANCED LOAD ON PANELBOARD BUS IS TO BE DETERMINING FACTOR IN ARRANGEMENT OF CIRCUITS. PANELBOARDS AVERAGE LOAD SHALL NOT DIFFER FROM PHASE TO PHASE BY ± 7'/z%. 2.04 MOTOR AND EQUIPMENT DISCONNECT SWITCHES A. FURNISH ALL NECESSARY DISCONNECT SWITCHES FOR DISCONNECT OF EQUIPMENT FOR SAFETY DURING SERVICING AS REQUIRED BY CODE. B. DISCONNECT SWITCHES SHALL BERATED AS HEAVY DUTY. PROVIDE PROVISIONS FOR FUSING IN DISCONNECT SWITCHES WHERE REQUIRED. PROVIDE DISCONNECT SWITCHES FOR LOADS AS REQUIRED BY CODE. INSTALL ALL DISCONNECT SWITCHES WHETHER FURNISHED UNDER THIS CONTRACT OR NOT. C. PROVIDE LABEL ON INSIDE OF DISCONNECT COVER IDENTIFYING THE TYPES OF FUSES TO BE USED. D. DISCONNECT SWITCHES SHALL BE HEAVY DUTY SWITCH OPERATED TYPE WITH COVER INTERLOCK AND ENCLOSED ARC CHAMBER, QUICK -MAKE AND QUICK -BREAK AND PROVISION FOR PADLOCKING IN EITHER THE OPEN OR CLOSED POSITION. ALL HEAVY DUTY, SAFETY SWITCHES 30_600A, SHALL BE PROVIDED WITH CLASS R REJECTION STYLE FUSE CLIPS. THE COMBINATION RATING OF THE HEAVY DUTY SWITCH AND R FUSE SHALL BE 200,000 SYMMETRICAL AMPS AND LABELED AS SUCH. ACCEPTABLE MANUFACTURERS ARE SQUARE D, GENERAL ELECTRIC, AND CUTLER -HAMMER. E. REVIEW THE DRAWINGS AND SPECIFICATIONS OF THE OTHER TRADES TO DETERMINE THE REQUIREMENTS FOR MOTOR DISCONNECT SWITCHES. IN EACH CASE, INSTALL ALL REQUIRED DISCONNECT SWITCHES. PROVIDE ALL REQUIRED DISCONNECT SWITCHES NOT SPECIFICALLY SUPPLIED BY OTHERS. F. UNLESS OTHERWISE INDICATED ON THE DRAWINGS OR ELSEWHERE IN THESE SPECIFICATIONS, ALL MOTORS SHALL BE FURNISHED BY OTHERS. 2.05 GROUNDING A. ALL FEEDERS AND BRANCH CIRCUITS SHALL BE PROVIDED WITH A GREEN EQUIPMENT GROUND. Begin Building Review 11/15/2016 0081.2016.PBLD B. PROVIDE A GREEN BONDING JUMPER "PIGTAIL" IN EVERY DEVICE BOX, SPLICE JUNCTION BOX, AND PULL BOX. THE DEVICE SHALL BE BONDED TO THE GROUNDING WIRE, PIGTAIL, AND BOX AND AS REQUIRED BY THE NEC. C. GROUND ALL OTHER ELECTRICAL EQUIPMENT AS REQUIRED BY CODE. D. COMPLETE RACEWAY SYSTEM SHALL BE GROUNDED SO GROUND WILL BE ELECTRICALLY CONTINUOUS FROM SOURCE TO ALL OUTLET BOXES AND EQUIPMENT. E. PROVIDE BONDING CONDUCTORS AS REQUIRED TO SECURELY GROUND ALL ELECTRICAL EQUIPMENT ENCLOSURES, INCLUDING LIGHTING FIXTURES IF THEY HAVE METALLIC HOUSING AND ARE CORD CONNECTED. 2.06 MOTOR AND EQUIPMENT CONNECTIONS A. PROVIDE POWER AND SELECTED CONTROL WIRING FOR ALL EQUIPMENT INCLUDING, BUT NOT LIMITED TO: 1. EDS UNITS 2.07 VOICE/DATA COMMUNICATIONS RACEWAY SYSTEM A. OUTLET BOXES FOR VOICE AND DATA OUTLETS SHALL BE 4" SQUARE 2'/2" DEEP BOX, 1 GANG RING, AND BLANK COVER. PROVIDE A 1" EMPTY CONDUIT BETWEEN EACH BOX AND THE NEAREST ACCESSIBLE CORRIDOR CEILING CAVITY SPACE. B. ALL DATA CABLING TO BE CATEGORY 6. ONE END TO TERMINATE IN EXISTING PATCH PANEL. MATCH TERMINATION STYLE AT DEVICE END [568A OR 568]. PART 3 - EXECUTION 3.01 GENERAL REQUIREMENTS A. THE DESIGN OF ALL ELECTRICAL SYSTEM SHALL BE PERFORMED BY A REGISTERED P.E. OR ELECTRICAL DESIGNER WHO SHALL BE THE SUPERVISING PROFESSIONAL FOR THIS DIVISION OF THE WORK. B. THIS CONTRACTOR SHALL PROVIDE A COMPLETE ELECTRICAL SYSTEM AS REQUIRED FOR THIS PROJECT. C. PREPARE AND SUBMIT FOR APPROVAL, ALL APPLICATIONS AND SUPPLEMENTARY DRAWINGS REQUIRED BY CODE ENFORCEMENT AGENCIES. SECURE AND PAY FOR ALL PERMITS AND LICENSES REQUIRED. D. THIS CONTRACTOR SHALL PERFORM ALL TESTING OF EQUIPMENT TO ASSURE THE ELECTRICAL SYSTEM IS OPERATING CORRECTLY. E. PROPERLY LABEL ALL ELECTRICAL EQUIPMENT AS TO ITS DESIGNATION, SOURCE OF POWER, AND THE LOAD SERVED BY THE EQUIPMENT. PROVIDE TYPEWRITTEN DIRECTORIES OF INDIVIDUAL CIRCUITS SERVED FROM AREA DISTRIBUTION PANELBOARDS. F. TEST ALL EQUIPMENT AND CORRECT ANY DEFECTS PRIOR TO TURNING BUILDING OVER TO THE OWNER. G. AT THE TIME OF FINAL CLEAN-UP ALL FIXTURES AND EQUIPMENT SHALL BE THOROUGHLY CLEANED AND LEFT IN PROPER CONDITION FOR THEIR INTENDED USE. H. THIS CONTRACTOR SHALL PROVIDE OPERATING AND SERVICE MANUALS TO THE OWNER. THERE SHALL BE (2) COMPLETE MANUALS PROVIDED WITH IDENTIFICATION TABS BOUND IN RING BINDERS. THIS CONTRACTOR SHALL INSTRUCT THE OWNER'S REPRESENTATIVE IN THE OPERATION AND MAINTENANCE OF THE HVAC SYSTEM. I. THIS CONTRACTOR SHALL GUARANTEE ALL WORK IN THIS DIVISION OF THE PROJECT FOR A PERIOD OF ONE (1) YEAR FROM THE TIME THE SYSTEM HAS BEEN PLACED IN SERVICE. END OF SECTION Mead &-+Iunt Mead and Hunt, Inc. 2440 Deming Way Middleton, WI 53562 phone: 608-273-6380 meadhunt.com © Copyright 2016 This document, or any portion thereof, shall not be duplicated, disclosed, or used on any other project or extension of this project except by written agreement with Mead & Hunt, Inc. Mead & Hunt shall not be responsible for any unauthorized use of, or alteration to these documents. I/ Z Z)O U Z W Z W 0.Q ISSUED V_ UJ Q z I N6 L.L 000 �0 �0 Q .Z U) N Q 11/08/16 ISSUED FOR PERMIT M&H NO.: 0118900-161544.01 DATE: November 8, 2016 DESIGNED BY: MAM DRAWN BY: KAF CHECKED BY: MAM DO NOT SCALE DRAWINGS SHEET CONTENTS SPECIFICATIONS SHEET NO. E-002 0081.2016.PBLD GENERAL NOTE: Mead ALL ELECTRICAL DEVICES AND EQUIPMENT SHALL BE SERVED FROM PANEL 1 PNL1 -+Iu UNLESS NOTED OTHERWISE. I & Mead and Hunt, Inc. 2440 Deming Way KEYED NOTES: Middleton, WI 53562 x.xxx phone: 608-273-6380 9.201 PROVIDE NEMA 6-30R SIMPLEX RECEPTACLE MOUNTED AT 18" AFF. I meadhunt.Com 9.202 RELOCATED CEILING MOUNTED DATA OUTLETS. PRIOR TO RELOCATION, VERIFY EXACT LOCATION WITH EQUIPMENT INSTALLER. 9.203 RELOCATE CHANNEL SUPPORT WITH POWER OUTLETS FOR EDS, BVS AND FDRS. 9.204 RELOCATED THERMOSTAT. MOUNT AT 48" AFF. 9.205 RELOCATED FIRE ALARM MANUAL PULL STATION. MOUNT AT 48" AFF. 9.206 NOT USED 9.207 RELOCATED WALL MOUNT PHONE OUTLET. MATCH EXISTING MOUNTING HEIGHT FROM REMOVED LOCATION. PRIOR TO ROUGH -IN COORDINATE EXACT LOCATION WITH USER. ©Copyright 2016 IThis document, or any portion thereof, shall 1 9.205 ti not be duplicated, disclosed, or used on any u'- 9.208 RELOCATED TIME CLOCK. MATCH EXISTING MOUNTING HEIGHT FROM other project or extension of this project except by written agreement with Mead & REMOVED LOCATION. PRIOR TO INSTALLING COORDINATE EXACT LOCATION Hunt, Inc. Mead& Hunt shall not be 1 9.207 1 ti 9.211 WITH USER. responsible for any unauthorized use of, or Ialteration to these documents. 7, R TIME CLOCK 9.209 DISCONNECT SWITCH PROVIDED FOR TEMPORARY TRAILER. FOR PRICING 1 9 208 PURPOSES PROVIDE 60A/2P NON-FUSED, 240V, NEMA 3R SWITCH MOUNTED 60" AFF. EXTEND 3 #6 & 1 #8 GND IN 1-1/4"C TO PANEL 1 PNL1. FINAL ® CONNECTION AND SIZES TO BE DETERMINED UPON DELIVERY OF TRAILER. W F_ 9.210 NOT USED I _ 1 I 9.211 RELOCATED DOOR WITH REQUEST TO EXIT AND CARD READER. INSTALL 1 ...... SAME AS NEW WORK. O rr ^^ 1 9.212 PROVIDE FLOOR TO CEILING CHANNEL SUPPORT FOR MOUNTING OF DEVICES v! I NOTED. 9.209 Q 9.204 1 I i I NEW R LOCATED, 1PNL1-6,8,10 �'T CT -80D 9.203 T-80 9.203 T RELOCATED w CT-80XL tEDS/UPS7�� 1 2 Z V �DsiuPs 1 2 9.212 0(.9 1 5 k� v K � _ 1 2 2 2— Z Q I I I a w I 1 I I I I V-0" (V.I.F.) I II 11 o co 1 I I I W J co - OVERSIZED DS -1 , z BAG SLIDE PANE 1 1 PNL1 COU) Q O N Q O_ X I I I I L-------------------- I I -------------------- DATE: November 8, 2016 1 2 MAM TRUE PLAN NORTH NORTH Ints ELECTRICAL FIRST FLOOR PLAN 1/8" = 1'-0" 0 4' 8' Begin Building Review 11/15/2016 ISSUED 11/08/16 ISSUED FOR PERMIT M&H NO.: 0118900-161544.01 DATE: November 8, 2016 DESIGNED BY: MAM DRAWN BY: KAF CHECKED BY: MAM DO NOT SCALE DRAWINGS 69:t��ICK.7.11��16y ELECTRICAL FIRST FLOOR PLAN SHEET NO. E-1 01 PHOTO #4 PHOTO #1 0081.2016.PBLD X.XXX KEYED NOTES: 9.301 REWORK AND EXTEND EXISTING CONDUIT, WIRING AND RECEPTACLE MOUNTED ON CHANNEL SUPPORT AS REQUIRED TO NEW LOCATION AS SHOWN ON DRAWING E-101. 9.302 CEILING MOUNTED DATA OUTLETS, DISCONNECT AND REMOVE CABLING AS NECESSARY BACK TO TSA IT RACK LOCATED IN BREAK ROOM 105. 9.303 EXISTING DOOR TO BE REMOVED AND RELOCATED BY GC. EC TO DISCONNECT CIRCUIT WIRING TO REQUEST TO EXIT AND CARD READER. REWORK AND EXTEND WIRING AS REQUIRED TO NEW LOCATION AS SHOWN ON DRAWING 1/E-101. 9.304 DISCONNECT FIRE ALARM PULL STATION FOR RELOCATION. EXTEND EXISTING BRANCH CIRCUIT WIRING AS REQUIRED TO NEW LOCATION SHOWN ON 1/E-101. 9.305 DISCONNECT THERMOSTAT FOR RELOCATION. EXTEND EXISTING BRANCH CIRCUIT WIRING AS REQUIRED TO NEW LOCATION AS SHOWN ON 1/E-101. 9.306 DISCONNECT TIME CLOCK FOR RELOCATION. EXTEND EXISTING BRANCH CIRCUIT WIRING AS REQUIRED TO NEW LOCATION AS SHOWN ON 1/E-101. 9.307 DISCONNECT WALL PHONE OUTLET FOR RELOCATION. EXTEND EXISTING BRANCH CIRCUIT WIRING AS REQUIRED TO NEW LOCATION AS SHOWN ON 1/E-101. Mead &-+Iunt Mead and Hunt, Inc. 2440 Deming Way Middleton, WI 53562 phone: 608-273-6380 meadhunt.com ©Copyright 2016 This document, or any portion thereof, shall not be duplicated, disclosed, or used on any other project or extension of this project except by written agreement with Mead & Hunt, Inc. Mead & Hunt shall not be responsible for any unauthorized use of, or alteration to these documents. T % NO SCALE ` ' f NO SCALE r W C/ T CONFIGURATION: 1••� 2 -VOICE, 2 -DATA _ \ KEY: F_ LLJ # .MODULAR JACK -DATA (.91 na -� SYMBOL MODULAR JACK - VOICE 9.303 O 0 no * U CD .BLANKINSERT 2 z Q W m DETAIL NOTES: 1. ALL FACEPLATE SHALL BE (4) PORT CONFIGURATION. - N 2. ALL CABLING TO BE CAT 6. 000 Z O 0-O � COMM. TO LAYOUTS PHOTO #2 W U Q �z 5 NO SCALE � NO SCALE LLJ U) Q O NQ ISSUED 11/08/16 ISSUED FOR PERMIT PHOTO #3 NO SCALE Begin Building Review 11/15/2016 SHEET CONTENTS ELECTRICAL DETAILS SHEET NO. E-501 M&H NO.: 0118900-161544.01 —_, DATE: November 8, 2016 `~DESIGNED BY: MAM + 9.304 DRAWN BY: KAF -->,....,.. _. CHECKED BY: MAM r DO NOT SCALE DRAWINGS PHOTO #3 NO SCALE Begin Building Review 11/15/2016 SHEET CONTENTS ELECTRICAL DETAILS SHEET NO. E-501 Panelboard: Panel 1 PNL1 �-- W Z Bus Ampacity 125 Volts 208Y/120 Panel Source: O (D DATE: November 8, 2016 Branch Brkr Space 18 Poles Phase 3 Feed-Thru Lugs None W m Main Type MLO Wires 4 - Z 00 Z MCB Amps o Delta/Wye Wye Sub -Feed Lugs None ED Mounting Surface O � N Q Enclosure NEMA 1 Sub -Feed Brkr#1 None SCCR 10 IKA SE Rated No Sub -Feed Brkr #2 None Pnl MCA 54 A Comments: SPD Iso Grd No Key Load Cct Brkr Left Side Right Side Brkr Cct Load Key Note Description No A/P A/P No Description Note A B C A B C EDS/UPS 1 30/2 3,000 480 20/1 2 ETD 3 1 3,000 0 4 FDRS 5 20/1 480 0 6 SPARE 7 20/1 0 0 8 ETD 9 20/1 480 0 10 SPACE ETD 11 20/1 480 0 12 SPACE TEMPORARY TRAILER 13 60/2 4,800 0 14 SPACE 1 15 1 4,800 0 16 SPACE BVS 17 20/1 480 0 18 SPACE Key Notes:A=HACR G=GF1 H=HANDLE LOCK C=THRU CONTACTOR 1=ISOLATED GROUND S=SHUNT TRIP P=PADLOCK HASP D=HID LIGHTING EXISTING 3 #2 & 1 #8 GND IN 1-1/4"C. DS -1 100A, 240V, 3 POLE ETR 4 #2 & 1 #8 GND IN 1-1/4"C PARTIAL ONE -LINE DIAGRAM NO SCALE Begin Building Review 11/15/2016 0081.2016.PBLD X.XXX KEYED NOTES: 9.401 EC TO FIELD MODIFY DISCONNECT SWITCH BY ADDING NEUTRAL BAR. 9.402 EC TO PROVIDE NEUTRAL CONDUCTOR TO MATCH SIZE AND TYPE OF PHASE CONDUCTORS. EXISTING 3 #2 & 1 #8 GND IN 1-1/4"C. FIELD VERIFY SOURCE DS -1 100A, 240V, 3 POLE ETR I 3 #2 & 1 #8 GND IN 1-1/4"C — — XFMR T1 L F-1 J � ) 1208V:480/277V, 3PH, 4W 30KVA 1 T j T l T _I_ I 3#8&1#8GNDIN1"C Mead blunt Mead and Hunt, Inc. 2440 Deming Way Middleton, WI 53562 phone: 608-273-6380 meadhunt.com © Copyright 2016 This document, or any portion thereof, shall not be duplicated, disclosed, or used on any other project or extension of this project except by written agreement with Mead & Hunt, Inc. Mead & Hunt shall not be responsible for any unauthorized use of, or alteration to these documents. 0 LU >- I �-- W Z 0 Z) Q M&H NO.: 0118900-161544.01 O (D DATE: November 8, 2016 U (D DESIGNED BY: MAM Z Q DRAWN BY: KAF W m CHECKED BY: MAM C) C) - Z 00 Z O o W3: ED Q O � N Q ISSUED 11/08/16 ISSUED FOR PERMIT r -1—I I PANEL I I MD1 I I I M&H NO.: 0118900-161544.01 L _ _ _ J DATE: November 8, 2016 DESIGNED BY: MAM DRAWN BY: KAF CHECKED BY: MAM DO NOT SCALE DRAWINGS PARTIAL ONE -LINE DEMOLITION DIAGRAM NO SCALE SHEET CONTENTS ONE -LINE DIAGRAMS SHEET NO. E-701 O_ X ' Begin Building Review 11/15/2016 M&H NO.: 0118900-161544.01 DATE: November 8, 2016 DESIGNED BY: MAM DRAWN BY: KAF CHECKED BY: MAM DO NOT SCALE DRAWINGS SHEET CONTENTS ELECTRICAL FIRST FLOOR DEMOLITION PLAN SHEET NO. ED101 1b - These plans must be kept at building site or inspection delays may occur. PLAN N � 4- 8• — ASPEN/PITKIN COUNTY AIRPORT OUTBOUND BAGGAGE PROJECT OPTION #I b -Phase 1 08 SEPTEMBER, 2016 Alternate - Furnish 120v power for new OH Door Openers, included onztuit and wiring for controls (inside and out at each opening) 0028.2017.PELE I I I I I I I I I I I I I I I I I I I I I I I I I I VESTI ULE I I I I I I I I I I LOBBY Mead 11 lunt L ELECTRICAL & TECHNOLOGY SYSTEMS SYMBOL SCHEDULE RACEWAYS SYMBOLS ABOVEGROUND CONDUIT - — - UNDERGROUND CONDUIT O JUNCTION BOX - CEILING MOUNTED 0 JUNCTION BOX - WALL MOUNTED MOTORS & MOTOR CONTROL SYMBOLS L0 NON-FUSED DISCONNECT SWITCH I_= FUSED DISCONNECT SWITCH (D THERMOSTAT RECEPTACLE SYMBOLS =IQ 60" DUPLEX RECEPTACLE TEXT INDICATES MOUNTING HEIGHT DOUBLE DUPLEX RECEPTACLE SPECIAL PURPOSE RECEPTACLE, NEMA TYPE ON DRAWING RECEPTACLE NOTATIONS: a DENOTES SWITCH LEG FOR SWITCHED OUTLETS D DENOTES DEDICATED OUTLETS EWC DENOTES ELECTRIC WATER COOLER OUTLETS GFCI DENOTES GROUND FAULT INTERRUPTER OUTLETS IG DENOTES ISOLATED GROUND OUTLETS H DENOTES HORIZONTALLY MOUNTED OUTLETS TR DENOTES TAMPER RESISTANT SAFETY OUTLETS USB DENOTES COMBINATION DUPLEX/USB OUTLETS WP DENOTES WEATHER PROOF OUTLETS X1 DENOTES EXPLOSION PROOF CLASS 1 DIVISION 1 OUTLETS X2 DENOTES EXPLOSION PROOF CLASS 1 DIVISION 2 OUTLETS SERVICE & DISTRIBUTION SYMBOLS iiiiiiih NEW PANELBOARD a EXISTING PANELBOARD FIRE ALARM SYMBOLS FIRE ALARM PULL STATION COMMUNICATION SYMBOLS -44 DATA OUTLET (# = QTY. CONNECTORS IF OTHER THAN 1) C DENOTES CEILING MOUNTED Q W VOICE OUTLET FOR WALL MOUNTED TELEPHONE EQUIPMENT RACK SECURITY SYSTEM SYMBOLS © CARDREADER GENERAL SYMBOLS #/E-### DETAIL NUMBER / SHEET NUMBER KEYED NOTE, USED TO DESCRIBE ADDITIONAL 9.### INFORMATION OF WORK REQUIRED, SPECIFIC TO THE SHEET AND/OR DETAIL IT IS SHOWN WITH. LINE TYPE KEY PANEL DESIGNATION KEY FLOOR TYPE SYSTEM/SOURCE VOLTAGE SEQUENCE NUMBER OR LETTER 2 L N L 1 NUMBER OR LETTER IN SEQUENCE I.E. 1,2,3 OR A,B,C L - 208Y/1 20V H - 480Y/277V ' N - NORMAL BRANCH U - UNINTERRUPTIBLE E - EMERGENCY BRANCH (NEC 700) X - LEGALLY REQUIRED STANDBY BRANCH (NEC 701) O - OPTIONAL STANDBY BRANCH (NEC 702) L - LIGHTING PANEL BOARD D - DISTRIBUTION PANEL BOARD P - POWER/EQUIPMENT PANEL BOARD R - RECEPTACLE PANEL BOARD MS - MAIN SWITCHBAORD MCC - MOTOR CONTROL CENTER G - GROUND FLOOR B - BASEMENT FLOOR 1 - FIRST FLOOR P -PENTHOUSE M - MEZZANINE 0410.2016.PELE ABBREVIATIONS A/E ARCHITECT/ENGINEER AFF ABOVE FINISHED FLOOR BLDG BUILDING C CONDUIT DISC DISCONNECT DWG DRAWING EC ELECTRICAL CONTRACTOR EMT ELECTRICAL METALLIC TUBING ES EQUIPMENT SUPPLIER ETR EXISTING TO REMAIN GC GENERAL CONTRACTOR GRS GALVANIZED RIGID STEEL HP HORSEPOWER IMC INTERMEDIATE METALLIC CONDUIT IT INFORMATION TECHNOLOGY J -BOX JUNCTION BOX MC MECHANICAL CONTRACTOR TYP TYPICAL UNO UNLESS NOTED OTHERWISE 3R NEMA 3R RATING N or tcevie," 12/07/2016 Mead &-+Iunt Mead and Hunt, Inc. 2440 Deming Way Middleton, WI 53562 phone: 608-273-6380 meadhunt.com GENERAL NOTES: NEW WORK BY THIS CONTRACTOR WHERE CONDUIT IS IN THE CONCRETE SLAB, CUT OFF FLUSH, PULL OUT (DARK SOLID LINE) WIRE OR CABLE AND PLUG. WHERE CONDUIT IS RUN EXPOSED, ALL EXISTING TO BE REMOVED BY THIS THE CONTRACTOR SHALL BECOME FAMILIAR WITH THE DETAILS OF CONTRACTOR (DARK DASHED LINE) THE INFORMATION SHOWN IS BASED ON EXISTING DRAWINGS AND SITE EXISTING TO REMAIN WORK 16. THIS CONTRACTOR SHALL COORDINATE ALL HIS WORK WITH OTHER (THIN SOLID LINE) CONTRACTORS AT THE JOB SITE BEFORE REMOVING EXISTING NEW WORK UNDER FLOOR BY THIS TECHNOLOGY SYSTEMS ITEMS AND INSTALLING NEW ITEMS. CONTRACTOR CON SITE UNDERGROUND CONDUIT //CON// SITE REMOVED UNDERGROUND CONDUIT E SITE UNDERGROUND ELECTRIC DRAWINGS INDICATE EXISTING ELECTRICAL ITEMS TO BE REMOVED. OHE SITE OVERHEAD ELECTRIC //OHE// SITE REMOVED OVERHEAD ELECTRIC SITE REMOVED UNDERGROUND ELECTRIC //E// PANEL DESIGNATION KEY FLOOR TYPE SYSTEM/SOURCE VOLTAGE SEQUENCE NUMBER OR LETTER 2 L N L 1 NUMBER OR LETTER IN SEQUENCE I.E. 1,2,3 OR A,B,C L - 208Y/1 20V H - 480Y/277V ' N - NORMAL BRANCH U - UNINTERRUPTIBLE E - EMERGENCY BRANCH (NEC 700) X - LEGALLY REQUIRED STANDBY BRANCH (NEC 701) O - OPTIONAL STANDBY BRANCH (NEC 702) L - LIGHTING PANEL BOARD D - DISTRIBUTION PANEL BOARD P - POWER/EQUIPMENT PANEL BOARD R - RECEPTACLE PANEL BOARD MS - MAIN SWITCHBAORD MCC - MOTOR CONTROL CENTER G - GROUND FLOOR B - BASEMENT FLOOR 1 - FIRST FLOOR P -PENTHOUSE M - MEZZANINE 0410.2016.PELE ABBREVIATIONS A/E ARCHITECT/ENGINEER AFF ABOVE FINISHED FLOOR BLDG BUILDING C CONDUIT DISC DISCONNECT DWG DRAWING EC ELECTRICAL CONTRACTOR EMT ELECTRICAL METALLIC TUBING ES EQUIPMENT SUPPLIER ETR EXISTING TO REMAIN GC GENERAL CONTRACTOR GRS GALVANIZED RIGID STEEL HP HORSEPOWER IMC INTERMEDIATE METALLIC CONDUIT IT INFORMATION TECHNOLOGY J -BOX JUNCTION BOX MC MECHANICAL CONTRACTOR TYP TYPICAL UNO UNLESS NOTED OTHERWISE 3R NEMA 3R RATING N or tcevie," 12/07/2016 Mead &-+Iunt Mead and Hunt, Inc. 2440 Deming Way Middleton, WI 53562 phone: 608-273-6380 meadhunt.com GENERAL NOTES: DEMOLITION GENERAL NOTES: WHERE CONDUIT IS IN THE CONCRETE SLAB, CUT OFF FLUSH, PULL OUT M&H NO.: 0118900-161544.01 WIRE OR CABLE AND PLUG. WHERE CONDUIT IS RUN EXPOSED, ALL 1. THE CONTRACTOR SHALL BECOME FAMILIAR WITH THE DETAILS OF 1. THE INFORMATION SHOWN IS BASED ON EXISTING DRAWINGS AND SITE DRAWN BY: KAF 16. THIS CONTRACTOR SHALL COORDINATE ALL HIS WORK WITH OTHER CONTRACTORS AT THE JOB SITE BEFORE REMOVING EXISTING WORK, VERIFY DIMENSIONS THE FIELD, AND ADVISE THE TECHNOLOGY SYSTEMS ITEMS AND INSTALLING NEW ITEMS. OBSERVATIONS TO ASSIST CONTRACTOR IN BIDDING. THE ELECTRICAL 17. EXISTING CONDUIT IN GOOD CONDITION, MAY BE REUSED IN PLACE. SHEET CONTENTS RELOCATING EXISTING CONDUIT SHALL NOT BE ALLOWED. NOTES, SYMBOLS & CONTRACTING OFFICER OF ANY DISCREPANCY BEFORE PERFORMING ABBREVIATIONS DRAWINGS INDICATE EXISTING ELECTRICAL ITEMS TO BE REMOVED. ANY WORK. THE DRAWINGS ARE INTENDED TO INDICATE THE SCOPE OF WORK REQUIRED AND DO NOT INDICATE EVERY BOX, CONDUIT, OR WIRE THAT 2. THE COMPLETE INSTALLATION SHALL BE IN ACCORDANCE WITH THE MUST BE REMOVED. THE CONTRACTOR SHALL VISIT THE SITE PRIOR ADAAG (AMERICANS WITH DISABILITIES ACT ACCESSIBILITY TO SUBMITTING A BID AND VERIFY EXISTING CONDITIONS. REFER TO GUIDELINES). SPECIFICATION SECTION 26 05 02 FOR ADDITIONAL REQUIREMENTS. 3. REFER TO ARCHITECTURAL DRAWINGS FOR FIRE RATED WALLS AND 2. DASHED WALLS ON THE FLOOR PLANS INDICATE EXISTING WALLS FLOORS. MAKE RATED PENETRATIONS AS REQUIRED.SEAL ALL RATED BEING DEMOLISHED. REFER TO THE ARCHITECTURAL DEMOLITION PENETRATIONS AS IDENTIFIED IN DIVISION 1 REQUIREMENTS. PLANS FOR THE EXACT EXTENT OF WORK REQUIRED BY THIS PROJECT. REMOVE ALL DEVICES ON DASHED WALLS NOT SHOWN ON THE 4. CIRCUIT NUMBERS ARE SHOWN FOR CIRCUIT IDENTIFICATION. CONTRACT DRAWINGS. REFER TO DEMOLITION DRAWINGS OF OTHER ©Copyright 2016 CIRCUITING SHALL AGREE WITH NUMBERING ON THE PANEL TRADES. WHERE MOTORS CONTROL PANELS, AND OTHER LOADS OR This document, or any portion thereof, shall not be duplicated, disclosed, or used on any SCHEDULES PROVIDED. BALANCE THE LOAD ON PANELS AS EVENLY AS APPARATUS THAT HAVE ELECTRICAL CONNECTION ARE BEING ct othertbywtttenagreor emeon agreement d except by written agreement with Mead & POSSIBLE BETWEEN EACH PHASE. REMOVED, INCLUDE DISCONNECTION AND REMOVAL OF ALL Hunt, Inc. Mead& Hunt shall not be ASSOCIATED CONDUIT, WIRING, ETC. responsibleeratito se document zed use of, or alteration to these documents. 5. A #12 GREEN INSULATED GROUND CONDUCTOR SHALL BE INSTALLED WITH CIRCUIT CONDUCTORS TO ALL RECEPTACLES. 3. ELECTRICAL ITEMS (i.e., LIGHTING FIXTURES, PANELBOARDS, DISCONNECTS, MOTOR CONTROLLERS, ETC.) REMOVED AND NOT 6. CONCEAL ALL CONDUIT IN WALLS, PARTITIONS, ABOVE CEILING, ETC. RELOCATED REMAIN THE PROPERTY OF THE OWNER AND SHALL BE UNLESS OTHERWISE INDICATED ON THE PLANS OR IN THE TURNED OVER TO THE OWNER IN A STORAGE AREA TO BE DESIGNATED SPECIFICATIONS. CONDUIT IN MECHANICAL ROOMS, AND STORAGE BY THE OWNER. EQUIPMENT BEING REMOVED SHALL BE HANDLED SO ROOMS WITHOUT CEILINGS MAY BE EXPOSED ON BUILDING AS NOT TO FURTHER REDUCE ITS VALUE TO THE OWNER. THE STRUCTURE. WHERE RACEWAY IS REQUIRED ON EXISTING CONCRETE CONTRACTOR SHALL DISPOSE OF MATERIAL THE OWNER DOES NOT AND MASONRY WALLS, SURFACE RACEWAY MAY BE USED IN LIEU OF WANT TO REUSE OR RETAIN FOR MAINTENANCE PURPOSES. CHANNELING WALLS TO ALLOW CONCEALED ROUTING. THE RACEWAY 0UJ SHALL BE SINGLE CHANNEL STYLE TYPE WITH IVORY FINISH. THIS CIRCUIT CONDUITS SIZE. CONDUITS 4. WHERE LIGHTS, SWITCHES, RECEPTACLES, ETC., ARE BEING REMOVED v APPLIES FOR BRANCH UP TO 3/4" ALL ASSOCIATED CONDUIT AND WIRE BACK TO THE PANELBOARD OR LARGER THAN 3/4" MAY BE ROUTED EXPOSED, BUT INSTALLED FEEDER JUNCTION BOX SERVING THE DEVICE SHALL ALSO BE PARALLEL AND/OR PERPENDICULAR TO BUILDING LINES AND RUN AS UNOBTRUSIVELY AS POSSIBLE. REMOVED, UNLESS THE CONDUIT CAN BE REUSED FOR NEW CONDUCTORS. THE CONTRACTOR SHALL DISPOSE OF MATERIAL THE 7. COORDINATE AND CO -LOCATE WALL MOUNTED RECEPTACLE OWNER DOES NOT WANT TO REUSE OR RETAIN FOR MAINTENANCE PURPOSES. LOCATIONS WITH TECHNOLOGY (VOICE/DATA,CATV,FIDS, ETC) OUTLETS SHOWN ON THE T -SERIES DRAWINGS.UNLESS OTHERWISE NOTED, 5. ALL CONDUIT SHALL BE REMOVED WHERE WALLS ARE BEING REMOVED. EACH TECHNOLOGY OUTLET SHALL BE LOCATED WITHIN 24"OF ITS WHERE CONDUIT IS IN THE CONCRETE SLAB, CUT OFF FLUSH, PULL OUT ASSOCIATED RECEPTACLE. ASSOCIATED RECEPTACLE SHALL BE WIRE, AND PLUG. WHERE CONDUIT IS RUN EXPOSED, ALL ASSOCIATED w DEFINED AS THE RECEPTACLE NEAREST THE LOCATION OF, AND AT CLAMPS, SUPPORTS, HANGERS, ETC., SHALL ALSO BE REMOVED. 7 L THE SAME HEIGHT AS,THE TECHNOLOGY OUTLET WHEN MULTIPLE CONDUIT CONCEALED IN WALL CONSTRUCTION MAY BE ABANDONED IN RECEPTACLES ARE SHOWN ON A WALL. PLACE IF NOT AFFECTED BY OTHER CONSTRUCTION. D 8. CONTRACTOR SHALL VERIFY ALL FURNITURE, MODULAR FURNITURE 6. THIS CONTRACTOR SHALL COORDINATE ALL HIS WORK, INCLUDING AND EQUIPMENT LOCATIONS WITH ARCHITECTURAL PLANS, PHASING WITH OTHER CONTRACTORS AT THE JOB SITE BEFORE O (D ELEVATIONS AND REVIEWED SHOP DRAWINGS. PRIOR TO MAKING THE ACTUAL ELECTRICAL INSTALLATION THIS CONTRACTOR SHALL ADJUST REMOVING EXISTING ELECTRICAL AND INSTALLING NEW ITEMS. 1 v � 11 RECEPTACLES, OUTLETS OR CONNECTION LOCATIONS TO 7. EXISTING CONDUIT IN GOOD CONDITION, MAY BE REUSED IN PLACE. �/ ACCOMMODATE FURNITURE AND/OR EQUIPMENT. RELOCATED EXISTING CONDUIT SHALL NOT BE ALLOWED. BONDING 7 CONDUCTORS SHALL BE INSTALLED IN ALL REUSED CONDUIT TO L 9. ELECTRICAL AND TELECOMMUNICATIONS EQUIPMENT SHALL BE ASSURE PROPER GROUND PATH. UJ I rn MOUNTED TO AVOID IMPEDANCE OF, OPERATION OF, AND/OR ACCESS TO ELECTRICAL AND MECHANICAL EQUIPMENT. ALL MOUNTING OF 8. MAINTAIN CONTINUITY OF DEVICES LOCATED OUTSIDE OF Q ELECTRICAL AND TELECOMMUNICATIONS EQUIPMENT, ON EQUIPMENT CONSTRUCTION AREA. DEVICE AND EQUIPMENT REMOVAL IN CERTAIN Q SUPPLIED BY ANOTHER CONTRACTOR, SHALL BE APPROVED IN LOCATIONS MAY REQUIRE THE INSTALLATION OF A JUNCTION BOX TO ADVANCE BY THE OTHER CONTRACTOR. RECONNECT CIRCUITS THAT REMAIN IN OPERATION. EXTEND CONDUIT AND WIRING AS REQUIRED TO MAINTAIN POWER TO REMAINING 10. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL OPENINGS REQUIRED EQUIPMENT._ O IN WALLS. ALL OPENINGS SHALL BE REPAIRED TO MATCH EXISTING BY A QUALIFIED CONTRACTOR AT THE EXPENSE OF THIS CONTRACTOR. 9. CONTRACTOR SHALL REMOVE AND INSTALL ALL CEILING TILES AS O ALL CONDUITS THROUGH WALLS SHALL BE GROUTED OR SEALED INTO REQUIRED FOR THE EXECUTION OF ELECTRICAL WORK THAT IS U OPENINGS. OUTSIDE THE CONTRACT LIMITS OF CONSTRUCTION. CONTRACTOR w Q 11. CONTRACTOR SHALL REMOVE AND REINSTALL ALL CEILING TILES AS SHALL REPLACE CEILING TILES WITH IDENTICAL MATERIAL WHERE DAMAGED BY THIS CONTRACTOR. , Z REQUIRED FOR THE EXECUTION OF ELECTRICAL WORK THAT IS Lij OUTSIDE THE CONTRACT LIMITS OF CONSTRUCTION. CONTRACTOR 10. PROVIDE REVISED TYPED CIRCUIT DIRECTORY IN PANELBOARDS THAT SHALL REPLACE CEILING TILES WITH IDENTICAL MATERIAL WHERE HAVE CIRCUITS REMOVED OR ADDED CIRCUITS.CCO U) DAMAGED BY THIS CONTRACTOR. O CV Q 11. REMOVE, RELOCATE, AND EXTEND EXISTING INSTALLATIONS TO ACCOMMODATE NEW CONSTRUCTION. 12. REMOVE EXPOSED ABANDONED CONDUIT, INCLUDING ABANDONED ISSUED CONDUIT ABOVE ACCESSIBLE CEILING FINISHES. CUT RACEWAY FLUSH 11/08/16 ISSUED FOR PERMIT WITH WALLS AND FLOORS, PATCH SURFACES TO MATCH EXISTING. REMOVE ALL ASSOCIATED CLAMPS, HANGERS, SUPPORTS, ETC. ASSOCIATED WITH RACEWAY REMOVAL. Permit Will Expire if no Code Inspection is performed within any 6 month period Reviewed by Building jeffrey.erickson 12/08/2016 These plans must be kept at building site or inspection delays may occur. Construction shall conforms to these plans. All Changes shall be approved by the building official. 13. TECHNOLOGY SYSTEMS ITEMS (E.G. TELECOMMUNICATIONS OUTLETS, SECURITY SYSTEM DEVICES, AUDIO DEVICES) THAT ARE REMOVED AND NOT RELOCATED SHALL REMAIN THE PROPERTY OF THE OWNER. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DISPOSAL OF MATERIAL THE OWNER DOES NOT WANT TO REUSE OR RETAIN FOR MAINTENANCE PURPOSES. 14. THE CONTRACTOR SHALL OBTAIN APPROVAL FROM THE OWNER BEFORE TURNING OFF POWER TO TECHNOLOGY SYSTEMS EQUIPMENT OR DEVICES. COORDINATE ALL OUTAGES WITH THE OWNER. CONDUIT CONCEALED IN WALL CONSTRUCTION MAY BE ABANDONED IN PLACE IF NOT AFFECTED BY OTHER CONSTRUCTION. 15. ALL CONDUIT SHALL BE REMOVED WHERE WALLS ARE BEING REMOVED WHERE CONDUIT IS IN THE CONCRETE SLAB, CUT OFF FLUSH, PULL OUT M&H NO.: 0118900-161544.01 WIRE OR CABLE AND PLUG. WHERE CONDUIT IS RUN EXPOSED, ALL DATE: November 8, 2016 ASSOCIATED CLAMPS, SUPPORTS, HANGERS, ETC. SHALL ALSO BE DESIGNED BY: MAM REMOVED. DRAWN BY: KAF 16. THIS CONTRACTOR SHALL COORDINATE ALL HIS WORK WITH OTHER CONTRACTORS AT THE JOB SITE BEFORE REMOVING EXISTING CHECKED BY: MAM TECHNOLOGY SYSTEMS ITEMS AND INSTALLING NEW ITEMS. DO NOT SCALE DRAWINGS 17. EXISTING CONDUIT IN GOOD CONDITION, MAY BE REUSED IN PLACE. SHEET CONTENTS RELOCATING EXISTING CONDUIT SHALL NOT BE ALLOWED. NOTES, SYMBOLS & ABBREVIATIONS SHEET NO. E-001 SECTION 26000 ELECTRICAL SYSTEM SPECIFICATION PART 1- GENERAL 1.01 SCOPE A. DRAWINGS AND GENERAL PROVISIONS OF CONTRACT, INCLUDING GENERAL AND SUPPLEMENTARY CONDITIONS AND DIVISION 1 SPECIFICATION SECTIONS, APPLY TO WORK OF THIS SECTION. B. THIS IS A DESIGN BUILD PROJECT. THE CONTRACTOR SHALL FOLLOW ARCHITECTURAL PLANS AND SCOPE DOCUMENTS FOR TYPE OF SYSTEMS, MATERIALS AND EQUIPMENT TO USE. C. OBTAIN AND PAY FOR ALL PERMITS AND PAY ALL ELECTRICAL FEES FOR PERMITS AND INCLUDING BUT NOT LIMITED TO ELECTRICAL PERMIT AND FIRE ALARM SUBMITTAL. D. ELECTRICAL INCLUDES ALL POWER LIGHTING AND SYSTEMS AS DESCRIBED HEREIN. THIS SECTION INCLUDES THE FOLLOWING TOPICS: E. PART 1 - GENERAL 1. SCOPE 2. GENERAL REQUIREMENTS 3. DEFINITIONS 4. MATERIAL AND EQUIPMENT 5. WARRANTY 6. ELECTRICAL DEMOLITION AND ALTERATIONS 7. TESTING 8. DESIGN CRITERIA / SYSTEM DESCRIPTIONS F. PART 2 - PRODUCTS 1. WIRING METHODS 2. WIRING DEVICES 3. PANELS 4. MOTOR AND EQUIPMENT DISCONNECTS 5. GROUNDING 6. MOTOR AND EQUIPMENT CONNECTIONS 7. VOICE/DATA COMMUNICATIONS RACEWAY SYSTEM G. PART 3 - EXECUTION 1. GENERAL REQUIREMENTS 1.02 GENERAL REQUIREMENTS A. THIS IS A DESIGN BUILD PROJECT. THE CONTRACTOR SHALL FOLLOW ARCHITECTURAL PLANS AND SCOPE DOCUMENTS FOR TYPE OF SYSTEMS, MATERIALS AND EQUIPMENT TO USE. B. ALL WORK SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH NATIONAL, STATE, AND LOCAL ELECTRICAL CODES, LAWS, ORDINANCES AND REGULATIONS. COMPLY WITH ALL APPLICABLE OSHA REGULATIONS. C. THE SCOPE DOCUMENTS ALONG WITH LOCAL REGULATIONS AND CODES SHALL BE THE BASIS FOR THE DESIGN AND CONSTRUCTION. D. THESE SPECIFICATIONS ARE INTENDED TO COVER A COMPLETE INSTALLATION OF EQUIPMENT AND SYSTEMS. THE OMISSION OF EXPRESSED REFERENCE TO ANY MATERIAL OR LABOR NECESSARY FOR THE PROPER EXECUTION OF THE SPECIFIED WORK SHALL NOT RELIEVE THE CONTRACTOR FROM PROVIDING SUCH ADDITIONAL LABOR AND MATERIALS. E. THE DRAWINGS REPRESENT SCOPE DESIGN AND DO NOT DEPICT ALL THE NECESSARY DETAILS FOR A COMPLETE INSTALLATION OF ELECTRICAL SYSTEMS OR EQUIPMENT. HOWEVER, THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING A COMPLETE INSTALLATION. F. THIS CONTRACTOR SHALL REFER TO THE SPECIFICATIONS FOR ALL SPECIAL EQUIPMENT ASSOCIATED WITH AND FURNISHED UNDER THE GENERAL CONTRACT. FURTHERMORE THIS CONTRACTOR SHALL INCLUDE ALL ELECTRICAL WORK ASSOCIATED WITH THE INSTALLATION OF THIS EQUIPMENT. 1.03 DEFINITIONS A. CERTAIN TERMS USED HEREIN, ON THE DRAWINGS, AND IN THE CONTRACT DOCUMENTS, SHALL BE DEFINED AS FOLLOWS: B. PROVIDE. FURNISH, INSTALL, AND WIRE COMPLETE AND READY FOR SERVICE. C. EXPOSED. EXPOSED TO VIEW IN ANY ROOM, HALLWAY, PASSAGEWAY, OR OUTSIDE. D. CODE. NATIONAL, STATE AND LOCAL ELECTRICAL CODES INCLUDING OSHA REQUIREMENTS E. APPROVAL. THE APPROVAL OF THE ARCHITECT IN WRITING OR BY SIGNED RUBBER STAMP APPLIED TO DRAWINGS, ILLUSTRATIONS, ETC. 1.04 MATERIAL AND EQUIPMENT A. ALL MATERIAL AND EQUIPMENT SHALL BE NEW AND OF THE QUALITY USED FOR THE PURPOSE IN GOOD COMMERCIAL PRACTICE, AND SHALL BE STANDARD PRODUCT OF THE LISTED MANUFACTURERS. EACH MAJOR COMPONENT OF EQUIPMENT SHALL HAVE THE MANUFACTURER'S NAME, CATALOG NUMBER, AND CAPACITY OF RATING ON A NAMEPLATE, SECURELY AFFIXED ON THE EQUIPMENT IN A CONSPICUOUS PLACE. B. ALL MATERIALS SHALL HAVE A UL LABEL WHERE A UL STANDARD AND/OR TEST EXIST. 1.05 WARRANTY A. UNCONDITIONALLY GUARANTEE WORK AND ALL COMPONENTS THEREOF, FOR A PERIOD OF ONE YEAR FROM THE DATE OF SUBSTANTIAL COMPLETION. REMEDY ANY DEFECTS IN WORKMANSHIP AND REPAIR OR REPLACE ANY FAULTY EQUIPMENT THAT SHALL APPEAR WITHIN THE GUARANTEE PERIOD TO THE ENTIRE SATISFACTION OF THE ARCHITECT AT NO ADDITIONAL CHARGE. 1.06 ELECTRICAL DEMOLITION AND ALTERATIONS A. THE EXISTING BUILDINGS SHALL REMAIN IN SERVICE DURING CONSTRUCTION. B. WHERE THE PLANS REQUIRE EXISTING EQUIPMENT TO BE REMOVED OR RELOCATED, REMOVAL SHALL INCLUDE EQUIPMENT ASSOCIATED WITH THE DEVICE. ASSOCIATED EQUIPMENT SHALL INCLUDE BUT NOT BE LIMITED TO COVERPLATES, BACKBOX, CONDUIT, FITTINGS, AND DE -ENERGIZED CONDUCTORS. IN INSTANCES WHERE A DEVICE IS REMOVED BUT ACTIVE CONDUCTORS REMAIN IN THE BACKBOX AND THE BOX IS MOUNTED IN A WALL WHICH IS REMAINING, THE BACKBOX MAY REMAIN AND A BLANK COVERPLATE PROVIDED. IF REMOVAL OF THE BOX IS SPECIFICALLY INDICATED ON THE PLANS THE ACTIVE CONDUCTORS SHALL BE INTERCEPTED AT CONVENIENT, ACCESSIBLE LOCATIONS AND REROUTED TO ALLOW EXISTING BOX TO BE REMOVED. WHEN BOXES ARE REMOVED FROM EXISTING WALLS WHICH REMAIN, IT SHALL BE THE ELECTRICAL CONTRACTOR'S RESPONSIBILITY TO FILL IN OPENINGS AND SAND FLUSH WITH ADJACENT SURFACES. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR FINISH WORK UNLESS SPECIFICALLY INDICATED OTHERWISE ON THE PLANS. C. THE CONTRACTOR SHALL EXAMINE SHOP DRAWINGS AND EQUIPMENT BROCHURES PRIOR TO SUBMISSION. THE CONTRACTOR SHALL VERIFY THAT THE MATERIALS AND EQUIPMENT DEPICTED WILL PROPERLY FIT INTO THE CONSTRUCTION. D. NO MATERIALS OR EQUIPMENT SUBJECT TO PRIOR REVIEW BY THE ENGINEER SHALL BE FABRICATED OR INSTALLED BY THE CONTRACTOR, WITHOUT APPROVAL. THE ENGINEER'S REVIEW OF SHOP DRAWINGS SHALL NOT RELIEVE THE CONTRACTOR OF RESPONSIBILITY FOR DEVIATIONS FROM THE REQUIREMENTS OF THE DRAWINGS AND SPECIFICATIONS, UNLESS PRIOR APPROVAL FOR SUCH DEVIATIONS HAS BEEN GRANTED. 1.07 TESTING A. AFTER THE WORK IS COMPLETED AND PRIOR TO ACCEPTANCE, THE CONTRACTOR SHALL CONDUCT THE FOLLOWING TESTS, TABULATE DATA, DATE, SIGN AND SUBMIT TO THE ENGINEER: 1. STANDARD MEGGER INSULATION TEST ON EACH FEEDER 2. GROUND RESISTANCE TEST 3. CLAMP AMMETER TEST ON EACH FEEDER CONDUCTOR WITH ALL UTILIZATION EQUIPMENT ENERGIZED. THE LOAD CURRENT IN EACH PHASE CONDUCTOR OF THE FEEDER OR THE PORTION THEREOF SUPPLYING THE PANEL SHALL NOT DIFFER FROM THE AVERAGE CONNECTED LOAD CURRENTS IN THE FEEDER CONDUCTORS BY MORE THAN 7'/z%. IF THE LOAD CURRENT DOES DIFFER BY MORE THAN 7'h%, THE CONTRACTOR SHALL CHANGE PHASE LOADING TO SAME OR RECEIVE WRITTEN APPROVAL FROM THE ENGINEER THAT THIS IS NOT REQUIRED DUE TO THE NATURE OF THE LOAD. 4. UPON COMPLETION OF THE INSTALLATION, THE CONTRACTOR SHALL FURNISH CERTIFICATES OF APPROVAL FROM ALL AUTHORITIES HAVING JURISDICTION. THE CONTRACTOR SHALL DEMONSTRATE THAT ALL WORK IS COMPLETE AND IN PERFECT OPERATING CONDITION, WITH RACE WAY AND CONDUIT SYSTEM PROPERLY GROUNDED, ALL WIRING FREE FROM GROUNDS, SHORTS, AND THAT THE ENTIRE INSTALLATION IS FREE FROM ANY PHYSICAL DEFECTS. 5. IN THE PRESENCE OF THE ENGINEER AND THE OWNER, THE CONTRACTOR SHALL DEMONSTRATE THE PROPER OPERATION OF ALL MISCELLANEOUS SYSTEMS. 1.08 DESIGN CRITERIA / SYSTEMS DESCRIPTIONS A. FIRESTOPPING 1. FIRE STOPPING MATERIALS SHALL INCLUDE, BUT NOT BE LIMITED TO, MORTARS, SEALANTS AND CAULKS, PUTTIES, COLLARS, INTUMESCENT WRAP STRIPS MASTICS, AND FIRESTOP PILLOWS. ALL MATERIALS AND METHODS USED SHALL BE RECOGNIZED BY AN INDEPENDENT TESTING AGENCY AND SHALL HAVE FLAME AND TEMPERATURE RATINGS ASSIGNED BY THAT AGENCY. 2. MATERIALS USING SOLVENTS OR THOSE REQUIRING HAZARDOUS WASTE DISPOSALS SHALL NOT BE USED. 3. THE FIRESTOP ASSEMBLIES SHALL MEET THE ENTIRE FIRE TEST AND HOSE STREAM TEST REQUIREMENTS OF AN INDEPENDENT TESTING AGENCY. 4. ACCEPTABLE MANUFACTURERS: 3M CORPORATION, RECTORSEAL CORPORATION, AND HILTI. 5. OPENINGS IN FIRE RATED CONSTRUCTION AND ANNULAR SPACES AROUND CONDUITS, CABLE TRAYS, AND OTHER PENETRATING ITEMS SHALL BE PROTECTED IN ACCORDANCE WITH NEC. THE FIRE RATING OF THE PROTECTIVE SEAL SHALL BE AT LEAST THAT OF THE FLOOR OR WALL INTO WHICH IT IS INSTALLED, SO THAT THE ORIGINAL FIRE RATING OF THE CONSTRUCTION IS MAINTAINED. 6. ALL WALL OR FLOOR PENETRATIONS OPENINGS SHALL BE AS SMALL AS POSSIBLE. ALL OPENINGS AND ANNULAR SPACES REQUIRED BY CODE TO BE PROTECTED SHALL BE PROTECTED. INSTALLATION OF MATERIALS AND ASSEMBLIES SHALL BE IN STRICT ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. B. IDENTIFICATION 1. EACH DISTRIBUTION AND LIGHTING PANEL SHALL BE EQUIPPED WITH A TYPEWRITTEN DIRECTORY DESCRIBING THE LOADS SERVED. DIRECTORY SHALL BE CONTAINED IN A STEEL FRAME MOUNTED ON THE INSIDE FACE OF THE PANEL'S DOOR AND SHALL BE COVERED WITH A SHEET OF CLEAR PLASTIC. 2. ALL DISCONNECTS. PANELS AND CABINETS SHALL BE PROVIDED WITH 1/8" MINIMUM THICKNESS 5 PLY PLASTIC NAMEPLATES INDICATING 0410.2016.PELE USAGE, PLAN DESIGNATION AND VOLTAGE WHERE APPLICABLE. IN EQUIPMENT AND MECHANICAL ROOMS THIS IDENTIFICATION MAY BE ON THE EXTERIOR OF THE UNIT, IN OTHER AREAS IDENTIFICATION SHALL BE INSIDE THE DOOR OR COVER. NAMEPLATES SHALL BE BLACK WITH WHITE ENGRAVED LETTERING. LETTERING SHALL BE'/2' HIGH MINIMUM. FASTEN NAMEPLATES WITH ESCUTCHEON PINS 3. JUNCTION AND PULL BOXES SMALLER THAN 12" X 12" SHALL BE IDENTIFIED BY USING A PERMANENT MARKER ON THE COVERPLATE INDICATING ORIGINATING PANELBOARD AND CIRCUIT(S) OR SYSTEM SERVED. 4. JUNCTION AND PULL BOXES WITH DIMENSIONS 12" X 12" AND LARGER SHALL BE STENCILED OR PROVIDED WITH PERMANENT LABELS AS FOLLOWS: a. ON THE INSIDE OF COVERPLATES FOR LIGHT SWITCHES, OCCUPANCY SENSORS, RECEPTACLES, AND SPECIAL PURPOSE OUTLETS, PROVIDE A PERMANENT LABEL IDENTIFYING THE PANEL AND CIRCUIT NUMBER FEEDING THE DEVICE. ADHESIVE PLASTIC TAPE WILL BE PERMITTED FOR THIS USE. 5. IDENTIFY EACH CONDUCTOR AT EACH; CONNECTOR, SPLICE POINT, AND TERMINATION WITH PERMANENTLY ATTACHED WRAP-AROUND ADHESIVE MARKERS AS MANUFACTURED BY BRADY CO OR EQUIVALENT. THIS IDENTIFICATION SHALL INCLUDE; SOURCE (I.E. PANEL NAME), BRANCH CIRCUIT NUMBER, CONTROL CIRCUIT, AND ANY OTHER APPROPRIATE NUMBER OR LETTERING THAT WILL EXPEDITE FUTURE IDENTIFICATION AND TROUBLESHOOTING. 6. PROVIDE A COLOR -CODED CONDUCTOR INSTALLATION AS RECOMMENDED BY THE NATIONAL AND STATE ELECTRICAL CODE. C. GROUNDING 1. PROVIDE A GROUNDING SYSTEM AS REQUIRED BY WE ENERGIES, THE NEC, AND THE IEEE GREEN BOOK. PROVIDE GROUNDING TO ALL TRANSFORMERS, AND BONDING TO ALL METALLIC PIPING SYSTEMS, STEEL STRUCTURE AND AS REQUIRED BY THE NEC. PROVIDE AN EXPOSED COPPER GROUND BUS IN EACH SERVER AND ROOM BONDED TO THE BUILDING GROUNDING SYSTEM. 2. ALL FEEDERS AND BRANCH CIRCUITS SHALL BE GROUNDED AS REQUIRED BY THE NEC. ALL FEEDERS AND BRANCH CIRCUITS SHALL HAVE A GROUNDING CONDUCTOR. 3. PROVIDE A GREEN BONDING JUMPER "PIGTAIL" IN EVERY DEVICE BOX, SPLICE JUNCTION BOX, AND PULL BOX. THE DEVICE SHALL BE BONDED TO THE GROUNDING WIRE, PIGTAIL, AND BOX AND AS REQUIRED BY THE NEC. D. AMERICANS WITH DISABILITIES ACT. COMPLETE BUILDING DESIGN MUST MEET ADA GUIDELINES. 1. SEE ARCHITECTURAL DOCUMENTS FOR INFORMATION REGARDING ADA REQUIREMENTS. PART2- PRODUCTS A. MINIMUM CIRCUIT SHALL BE 20 AMPERE. B. CIRCUITS FOR GENERAL LIGHTING AND RECEPTACLES SHALL BE MINIMUM 20 AMPERE. C. LIGHTING CIRCUITS SHALL BE LIMITED TO 1600 WATTS PER 20 AMPERE CIRCUIT FOR 120 VOLT. D. LIGHTING CIRCUITS SHALL BE LIMITED TO 4432 WATTS PER 20 AMPERE CIRCUIT FOR 277 VOLT. E. RECEPTACLE CIRCUITS SHALL BE LIMITED TO SIX DUPLEX RECEPTACLES PER 120 VOLT CIRCUIT. F. RACEWAY AND BOXES: a. INSTALL A COMPLETE CONDUIT SYSTEM AS REQUIRED TO PROVIDE CIRCUITING AND SWITCH ARRANGEMENTS AS SHOWN ON THE PLANS. CONDUIT SIZES SHALL BE AS REQUIRED BY CODE. ALL CONDUITS SHALL BE ROUTED CONCEALED IN FINISHED SPACES. CONDUITS MAY ONLY BE EXPOSED IN MECHANICAL, ELECTRICAL EQUIPMENT ROOMS AND UNFINISHED STORAGE SPACES. CONDUITS SHALL BE ROUTED PARALLEL AND PERPENDICULAR TO LINES OF CONSTRUCTION, INCLUDING CONDUITS ROUTED ABOVE ACCESSIBLE CEILING CAVITIES. b. THE MINIMUM SIZE RACEWAY FOR USE ON THIS PROJECT SHALL BE'/2' ID. c. IN GENERAL, INTERIOR RACEWAYS MAY BE ELECTRICAL METALLIC TUBING (EMT), GALVANIZED RIGID METAL CONDUIT (RMC), INTERMEDIATE METALLIC CONDUIT (IMC), METAL -CLAD CABLE (MC) AND ELECTRICAL NONMETALLIC TUBING (ENT). d. FLEXIBLE METALLIC CONDUIT SHALL BE USED AT CONDUIT CONNECTION TO MOTORIZED AND/OR OTHER EQUIPMENT SUBJECT TO VIBRATION. FLEXIBLE CONDUIT LENGTH SHALL BE BETWEEN 24 AND 36 INCHES. LIQUID TIGHT FLEXIBLE METALLIC CONDUIT SHALL BE USED FOR THESE TYPES OF CONNECTIONS WHERE SUBJECT TO MOISTURE. 2. COUPLINGS, CONNECTORS AND FITTINGS a. FITTINGS SHALL BE STEEL SETSCREW FITTINGS WITH INSULATED THROAT. b. USE STANDARD ITEMS TO PROPERLY ATTACH CONDUITS, OUTLET BOXES, PULL BOXES, CABINETS, ETC., TO PROVIDE A COMPLETE RACEWAY SYSTEM. MALLEABLE OR DIE CAST FITTINGS ARE NOT APPROVED. ALL CONNECTORS SHALL HAVE INSULATED THROATS; INDENTATION TYPE, AND PUSH ON TYPE FITTINGS ARE NOT ACCEPTABLE. BUSHING FOR RIGID HEAVY WALL CONDUIT SHALL BE REINFORCED INSULATED TYPE USED WITH DOUBLE LOCKNUTS. c. ALL FITTINGS FOR USE WITH IMC SHALL BE THREADED. FITTINGS FOR USE WITH EMT MAY UTILIZE STEEL SET SCREW FITTINGS. DIE CAST FITTINGS SHALL NOT BE USED. INDENTER TYPE FITTINGS SHALL NOT BE USED. 3. OUTLET BOXES a. PROVIDE OUTLET BOXES BY APPLETON, STEEL CITY, OR RACO AS REQUIRED TO ACCOMMODATE THE DEVICE INDICATED BY SYMBOL ON THE DRAWINGS, SIZED IN ACCORDANCE WITH CODE, WITH THE FOLLOWING MINIMUM REQUIREMENTS. b. OUTLET BOXES SHALL BE DIE FORMED, GALVANIZED AND SECURELY FASTENED IN PLACE AND LEVEL WITH ADJACENT CONSTRUCTION NOT DEPENDENT UPON CONDUIT FOR SUPPORT. PROVIDE 4" SQUARE BOXES FOR RECEPTACLES AND SWITCHES. PROVIDE 4" HEXAGON BOXES FOR CEILING OUTLETS. BOXES SHALL BE 1 '/2 MINIMUM IN DEPTH. c. MULTI GANG DIE FORMED BOXES SHALL BE PROVIDED FOR ALL DEVICES INDICATED ADJACENT TO ONE ANOTHER ON THE PLANS. 4. PULL BOXES AND JUNCTION BOXES a. PROVIDE AS REQUIRED BY CODE, OF CODE GAUGE STEEL IN SIZES AS REQUIRED BY THE CODE. COVERS SHALL BE OF THE SAME MATERIAL FASTENED WITH BRASS MACHINE SCREWS. BOXES AND COVERS SHALL HAVE GALVANIZED FINISH AND THEY SHALL BE SECURELY FASTENED TO STRUCTURAL MEMBERS. 5. CONDUCTORS a. CONDUCTORS SHALL BE NEW SOFT DRAWN COPPER. ALL 600 VOLT CONDUCTORS SHALL BE STRANDED AND DUAL RATED THHN/THWN-2. #12 AWG SHALL BE MINIMUM SIZE UNLESS OTHERWISE. INSULATION SHALL BE COLOR CODED AS REQUIRED BY CODE. WIRE MUST BE DELIVERED TO JOB SITE IN ORIGINAL CARTONS. WIRE AND CABLE FOR GENERAL INTERIOR USE SHALL HAVE 600 VOLT INSULATION. b. INSULATION SHALL HAVE A 600 VOLT RATING. c. SIZE BRANCH CIRCUITS FOR LENGTH OF RUN TO ALLOW NO MORE THAN 3% VOLTAGE DROP. d. FEEDERS SHALL BE SIZED TO ALLOW NO MORE THAN 2% VOLTAGE DROP. e. CONDUCTORS TERMINATING AT WIRED OUTLETS SHALL EXTEND AT LEAST EIGHT (8) INCHES BEYOND OUTLET BOX CONDUIT FITTING. f. WHERE FEEDER CONDUCTORS ARE RUN IN PARALLEL, CONDUCTORS SHALL BE OF SAME LENGTH, SAME MATERIAL, CIRCULAR -MIL AREA, INSULATION TYPE AND TERMINATED IN SAME MANNER. g. EACH PHASE CONDUCTOR OF EACH FEEDER SHALL BE IDENTIFIED AT BOTH ENDS AND AT ALL ACCESSIBLE LOCATIONS WITH COLORED PLASTIC TAPE. EACH PHASE SHALL BE IDENTIFIED BY DIFFERENT COLOR PER INDUSTRY STANDARDS. 6. WIRE JOINTS, SPLICES AND CONNECTORS a. BRANCH CIRCUITS NO.10 AND SMALLER SHALL BE SCOTCHLOCK TYPE H SPRING COMPRESSION CONNECTOR. 2.02 WIRING DEVICES A. PROVIDE FACTORY FABRICATED, NEMA SPECIFICATION GRADE WIRING DEVICES IN TYPE, COLOR, AND ELECTRICAL RATING FOR SERVICE INDICATED. PROVIDE WIRING DEVICES OF ONE MANUFACTURER. WIRING DEVICES FOR USE WITH STRANDED CONDUCTOR SHALL HAVE A CLAMPING TYPE TERMINAL THAT CAN BE PHYSICALLY TIGHTENED. THE CLAMPING DEVICE SHALL NOT BE A SPRING TYPE OF CLAMP. COLOR OF DEVICES SHALL BE BLACK. B. PROVIDE AN INSULATED GREEN GROUNDING PIGTAIL AT EVERY DEVICE BONDED TO THE RACEWAY SYSTEM AND GROUNDING SYSTEM WIRE. C. PROVIDE WALL PLATES FOR WIRING DEVICES, WITH GANGING, CUTOUTS AND METAL SCREWS FOR SECURING PLATES TO DEVICES. SCREW HEADS COLORED TO MATCH FINISH OF PLATE. D. PLATES FOR FLUSH MOUNTED DEVICES SHALL BE OF THERMOPLASTIC NYLON, NON-COMBUSTIBLE, MAR -PROOF THERMOSETTING MATERIAL, MINIMUM 0.100" THICK. COLOR OF PLATES SHALL MATCH EXISTING. SURFACE MOUNTED AND UNFINISHED SPACES GALVANIZED STEEL. 2.03 PANELBAORDS A. VERIFY THE SPACE REQUIREMENTS FOR ALL ELECTRICAL SERVICE AND DISTRIBUTION EQUIPMENT. B. PANELBOARDS SHALL BE PROVIDED AS DETERMINED BY THIS CONTRACTOR. PANELBOARDS SHALL BE FURNISHED WITH COPPER BUSSING, BOLT ON TYPE CIRCUIT BREAKERS, AND A GROUND BUS. C. LIGHTING AND RECEPTACLE PANELS SHALL BE EQUIVALENT TO SQUARE D TYPE NQOD, 20" WIDE MINIMUM. D. PANEL AMPACITY SHALL BE DETERMINED IN ACCORDANCE WITH NEC ARTICLE 220 PLUS 25% ADDITIONAL AMPACITY FOR FUTURE LOADS. PANEL BREAKER SPACE SHALL BE PROVIDED FOR CIRCUITS REQUIRED PLUS 25% ADDITIONAL BREAKER SPACE FOR FUTURE CIRCUITS. E. PROVIDE ON THE INSIDE OF DOOR OF EACH PANEL CABINET A TYPEWRITTEN DIRECTORY IDENTIFYING EACH CIRCUIT. F. BALANCED LOAD ON PANELBOARD BUS IS TO BE DETERMINING FACTOR IN ARRANGEMENT OF CIRCUITS. PANELBOARDS AVERAGE LOAD SHALL NOT DIFFER FROM PHASE TO PHASE BY ± 7'/z%. 2.04 MOTOR AND EQUIPMENT DISCONNECT SWITCHES A. FURNISH ALL NECESSARY DISCONNECT SWITCHES FOR DISCONNECT OF EQUIPMENT FOR SAFETY DURING SERVICING AS REQUIRED BY CODE. B. DISCONNECT SWITCHES SHALL BE RATED AS HEAVY DUTY. PROVIDE PROVISIONS FOR FUSING IN DISCONNECT SWITCHES WHERE REQUIRED. PROVIDE DISCONNECT SWITCHES FOR LOADS AS REQUIRED BY CODE. INSTALL ALL DISCONNECT SWITCHES WHETHER FURNISHED UNDER THIS CONTRACT OR NOT. C. PROVIDE LABEL ON INSIDE OF DISCONNECT COVER IDENTIFYING THE TYPES OF FUSES TO BE USED. D. DISCONNECT SWITCHES SHALL BE HEAVY DUTY SWITCH OPERATED TYPE WITH COVER INTERLOCK AND ENCLOSED ARC CHAMBER, QUICK -MAKE AND QUICK -BREAK AND PROVISION FOR PADLOCKING IN EITHER THE OPEN OR CLOSED POSITION. ALL HEAVY DUTY, SAFETY SWITCHES 30_600A, SHALL BE PROVIDED WITH CLASS R REJECTION STYLE FUSE CLIPS. THE COMBINATION RATING OF THE HEAVY DUTY SWITCH AND R FUSE SHALL BE 200,000 SYMMETRICAL AMPS AND LABELED AS SUCH. ACCEPTABLE MANUFACTURERS ARE SQUARE D, GENERAL ELECTRIC, AND CUTLER -HAMMER. E. REVIEW THE DRAWINGS AND SPECIFICATIONS OF THE OTHER TRADES TO DETERMINE THE REQUIREMENTS FOR MOTOR DISCONNECT SWITCHES. IN EACH CASE, INSTALL ALL REQUIRED DISCONNECT SWITCHES. PROVIDE ALL REQUIRED DISCONNECT SWITCHES NOT SPECIFICALLY SUPPLIED BY OTHERS. F. UNLESS OTHERWISE INDICATED ON THE DRAWINGS OR ELSEWHERE IN THESE SPECIFICATIONS, ALL MOTORS SHALL BE FURNISHED BY OTHERS. 2.05 GROUNDING A. ALL FEEDERS AND BRANCH CIRCUITS SHALL BE PROVIDED WITH A GREEN EQUIPMENT GROUND. ror xevie� 12/07/2016 B. PROVIDE A GREEN BONDING JUMPER "PIGTAIL" IN EVERY DEVICE BOX, SPLICE JUNCTION BOX, AND PULL BOX. THE DEVICE SHALL BE BONDED TO THE GROUNDING WIRE, PIGTAIL, AND BOX AND AS REQUIRED BY THE NEC. C. GROUND ALL OTHER ELECTRICAL EQUIPMENT AS REQUIRED BY CODE. D. COMPLETE RACEWAY SYSTEM SHALL BE GROUNDED SO GROUND WILL BE ELECTRICALLY CONTINUOUS FROM SOURCE TO ALL OUTLET BOXES AND EQUIPMENT. E. PROVIDE BONDING CONDUCTORS AS REQUIRED TO SECURELY GROUND ALL ELECTRICAL EQUIPMENT ENCLOSURES, INCLUDING LIGHTING FIXTURES IF THEY HAVE METALLIC HOUSING AND ARE CORD CONNECTED. 2.06 MOTOR AND EQUIPMENT CONNECTIONS A. PROVIDE POWER AND SELECTED CONTROL WIRING FOR ALL EQUIPMENT INCLUDING, BUT NOT LIMITED TO: 1. EDS UNITS 2.07 VOICE/DATA COMMUNICATIONS RACEWAY SYSTEM A. OUTLET BOXES FOR VOICE AND DATA OUTLETS SHALL BE 4" SQUARE 2'/2" DEEP BOX, 1 GANG RING, AND BLANK COVER. PROVIDE A 1" EMPTY CONDUIT BETWEEN EACH BOX AND THE NEAREST ACCESSIBLE CORRIDOR CEILING CAVITY SPACE. B. ALL DATA CABLING TO BE CATEGORY 6. ONE END TO TERMINATE IN EXISTING PATCH PANEL. MATCH TERMINATION STYLE AT DEVICE END [568A OR 568]. PART 3 - EXECUTION 3.01 GENERAL REQUIREMENTS A. THE DESIGN OF ALL ELECTRICAL SYSTEM SHALL BE PERFORMED BY A REGISTERED P.E. OR ELECTRICAL DESIGNER WHO SHALL BE THE SUPERVISING PROFESSIONAL FOR THIS DIVISION OF THE WORK. B. THIS CONTRACTOR SHALL PROVIDE A COMPLETE ELECTRICAL SYSTEM AS REQUIRED FOR THIS PROJECT. C. PREPARE AND SUBMIT FOR APPROVAL, ALL APPLICATIONS AND SUPPLEMENTARY DRAWINGS REQUIRED BY CODE ENFORCEMENT AGENCIES. SECURE AND PAY FOR ALL PERMITS AND LICENSES REQUIRED. D. THIS CONTRACTOR SHALL PERFORM ALL TESTING OF EQUIPMENT TO ASSURE THE ELECTRICAL SYSTEM IS OPERATING CORRECTLY. E. PROPERLY LABEL ALL ELECTRICAL EQUIPMENT AS TO ITS DESIGNATION, SOURCE OF POWER, AND THE LOAD SERVED BY THE EQUIPMENT. PROVIDE TYPEWRITTEN DIRECTORIES OF INDIVIDUAL CIRCUITS SERVED FROM AREA DISTRIBUTION PANELBOARDS. F. TEST ALL EQUIPMENT AND CORRECT ANY DEFECTS PRIOR TO TURNING BUILDING OVER TO THE OWNER. G. AT THE TIME OF FINAL CLEAN-UP ALL FIXTURES AND EQUIPMENT SHALL BE THOROUGHLY CLEANED AND LEFT IN PROPER CONDITION FOR THEIR INTENDED USE. H. THIS CONTRACTOR SHALL PROVIDE OPERATING AND SERVICE MANUALS TO THE OWNER. THERE SHALL BE (2) COMPLETE MANUALS PROVIDED WITH IDENTIFICATION TABS BOUND IN RING BINDERS. THIS CONTRACTOR SHALL INSTRUCT THE OWNER'S REPRESENTATIVE IN THE OPERATION AND MAINTENANCE OF THE HVAC SYSTEM. I. THIS CONTRACTOR SHALL GUARANTEE ALL WORK IN THIS DIVISION OF THE PROJECT FOR A PERIOD OF ONE (1) YEAR FROM THE TIME THE SYSTEM HAS BEEN PLACED IN SERVICE. END OF SECTION Reviewed by Building jeffrey.erickson 12/08/2016 Mead -+Iunt Mead and Hunt, Inc. 2440 Deming Way Middleton, WI 53562 phone: 608-273-6380 meadhunt.com © Copyright 2016 This document, or any portion thereof, shall not be duplicated, disclosed, or used on any other project or extension of this project except by written agreement with Mead & Hunt, Inc. Mead & Hunt shall not be responsible for any unauthorized use of, or alteration to these documents. ry 0 a Z O U Z W Z W Q ISSUED UJ COQ z D Z O m O 11/08/16 ISSUED FOR PERMIT M&H NO.: 0118900-161544.01 DATE: November 8, 2016 DESIGNED BY: MAM DRAWN BY: KAF CHECKED BY: MAM DO NOT SCALE DRAWINGS SHEET CONTENTS SPECIFICATIONS SHEET NO. E-002 O_ X ISSUED 11/08/16 ISSUED FOR PERMIT M&H NO.: 0118900-161544.01 DATE: November 8, 2016 DESIGNED BY: MAM DRAWN BY: KAF CHECKED BY: MAM DO NOT SCALE DRAWINGS SHEET CONTENTS ELECTRICAL FIRST FLOOR PLAN SHEET NO. E-1 01 0410.2016.PELE PHOTO #4 NO SCALE CONFIGURATION: 2 -VOICE, 2 -DATA KEY: DETAIL NOTES: 1. ALL FACEPLATE SHALL BE (4) PORT CONFIGURATION. 2. ALL CABLING TO BE CAT 6. COMM. TO LAYOUTS NO SCALE Nor tceviev" 12/07/2016 PHOTO #1 NO SCALE PHOTO #2 NO SCALE PHOTO #3 NO SCALE X.XXX KEYED NOTES: 9.301 REWORK AND EXTEND EXISTING CONDUIT, WIRING AND RECEPTACLE MOUNTED ON CHANNEL SUPPORT AS REQUIRED TO NEW LOCATION AS SHOWN ON DRAWING E-101. 9.302 CEILING MOUNTED DATA OUTLETS, DISCONNECT AND REMOVE CABLING AS NECESSARY BACK TO TSA IT RACK LOCATED IN BREAK ROOM 105. 9.303 EXISTING DOOR TO BE REMOVED AND RELOCATED BY GC. EC TO DISCONNECT CIRCUIT WIRING TO REQUEST TO EXIT AND CARD READER. REWORK AND EXTEND WIRING AS REQUIRED TO NEW LOCATION AS SHOWN ON DRAWING 1/E-101. 9.304 DISCONNECT FIRE ALARM PULL STATION FOR RELOCATION. EXTEND EXISTING BRANCH CIRCUIT WIRING AS REQUIRED TO NEW LOCATION SHOWN ON 1/E-101. 9.305 DISCONNECT THERMOSTAT FOR RELOCATION. EXTEND EXISTING BRANCH CIRCUIT WIRING AS REQUIRED TO NEW LOCATION AS SHOWN ON 1/E-101. 9.306 DISCONNECT TIME CLOCK FOR RELOCATION. EXTEND EXISTING BRANCH CIRCUIT WIRING AS REQUIRED TO NEW LOCATION AS SHOWN ON 1/E-101. 9.307 DISCONNECT WALL PHONE OUTLET FOR RELOCATION. EXTEND EXISTING BRANCH CIRCUIT WIRING AS REQUIRED TO NEW LOCATION AS SHOWN ON 1/E-101. Reviewed by Building jeffrey.erickson 12/08/2016 Mead &-+Iunt Mead and Hunt, Inc. 2440 Deming Way Middleton, WI 53562 phone: 608-273-6380 meadhunt.com ©Copyright 2016 This document, or any portion thereof, shall not be duplicated, disclosed, or used on any other project or extension of this project except by written agreement with Mead & Hunt, Inc. Mead & Hunt shall not be responsible for any unauthorized use of, or alteration to these documents. MODULAR JACK - DATA SYMBOL * MODULAR JACK - VOICE .2 BLANKINSERT DETAIL NOTES: 1. ALL FACEPLATE SHALL BE (4) PORT CONFIGURATION. 2. ALL CABLING TO BE CAT 6. COMM. TO LAYOUTS NO SCALE Nor tceviev" 12/07/2016 PHOTO #1 NO SCALE PHOTO #2 NO SCALE PHOTO #3 NO SCALE X.XXX KEYED NOTES: 9.301 REWORK AND EXTEND EXISTING CONDUIT, WIRING AND RECEPTACLE MOUNTED ON CHANNEL SUPPORT AS REQUIRED TO NEW LOCATION AS SHOWN ON DRAWING E-101. 9.302 CEILING MOUNTED DATA OUTLETS, DISCONNECT AND REMOVE CABLING AS NECESSARY BACK TO TSA IT RACK LOCATED IN BREAK ROOM 105. 9.303 EXISTING DOOR TO BE REMOVED AND RELOCATED BY GC. EC TO DISCONNECT CIRCUIT WIRING TO REQUEST TO EXIT AND CARD READER. REWORK AND EXTEND WIRING AS REQUIRED TO NEW LOCATION AS SHOWN ON DRAWING 1/E-101. 9.304 DISCONNECT FIRE ALARM PULL STATION FOR RELOCATION. EXTEND EXISTING BRANCH CIRCUIT WIRING AS REQUIRED TO NEW LOCATION SHOWN ON 1/E-101. 9.305 DISCONNECT THERMOSTAT FOR RELOCATION. EXTEND EXISTING BRANCH CIRCUIT WIRING AS REQUIRED TO NEW LOCATION AS SHOWN ON 1/E-101. 9.306 DISCONNECT TIME CLOCK FOR RELOCATION. EXTEND EXISTING BRANCH CIRCUIT WIRING AS REQUIRED TO NEW LOCATION AS SHOWN ON 1/E-101. 9.307 DISCONNECT WALL PHONE OUTLET FOR RELOCATION. EXTEND EXISTING BRANCH CIRCUIT WIRING AS REQUIRED TO NEW LOCATION AS SHOWN ON 1/E-101. Reviewed by Building jeffrey.erickson 12/08/2016 Mead &-+Iunt Mead and Hunt, Inc. 2440 Deming Way Middleton, WI 53562 phone: 608-273-6380 meadhunt.com ©Copyright 2016 This document, or any portion thereof, shall not be duplicated, disclosed, or used on any other project or extension of this project except by written agreement with Mead & Hunt, Inc. Mead & Hunt shall not be responsible for any unauthorized use of, or alteration to these documents. ISSUED 11/08/16 ISSUED FOR PERMIT M&H NO.: 0118900-161544.01 DATE: roy DESIGNED BY: MAM 0 LU CHECKED BY: n C/) ry Q Q � W Z (D Z) Q O 0 U (.9 Z Q W E0 C) 00 Z O 0= o W M Q � z �:Lu M� Q O N Q ISSUED 11/08/16 ISSUED FOR PERMIT M&H NO.: 0118900-161544.01 DATE: November 8, 2016 DESIGNED BY: MAM DRAWN BY: KAF CHECKED BY: MAM DO NOT SCALE DRAWINGS SHEET CONTENTS ELECTRICAL DETAILS SHEET NO. E-501 0410.2016.PELE 0410.2016.PELE a O_ X