ADDENDUM
ADDENDUM NO.: #01 DATE: 07/14/2020
PROJECT: L ewis Central High School Auditorium and CTE Additions PROJECT #: 18306
TO: Prospective Bidders
This Addendum is issued by the Architect to all bidders of record prior to receipt of proposals. Bidders shall acknowledge receipt of this addendum by so indicating on the Proposal Form. Failure to do so may subject Bidder to disqualification. All information and instructions given herein shall become a part of the Contract Documents.
GENERAL
1. This addendum captures all approved substitution requests that were received prior to 5pm on 07/14/2020. a. If you submitted a substitution request prior to that day / time and it is not listed below it was not accepted. b. If you submitted a substitution request after that day / time it will be addressed in the second addendum. 2. A clarification about finished floor elevations: a. The finish floor elevation at the connection to the existing Commons (room C175) and the existing Wood Shop (room B119) is Civil Elevation 984.00’ = architectural elevation 100’-0”. b. The Auditorium addition from the stage (and including the stage) to the west is elevated by +2’-6”, thus Civil Elevation 986.50’ = 102’-6”. c. See drawings for full details.
PROJECT MANUAL
1. Section 004113 - Bid Form: In paragraph 1.8.A, change “2019” to “2020” 2. Section 011000 - Summary: a. Refer to pg. 4, para. 1.9.B - delete this paragraph completely. Contractor is to provide a job trailer for project meetings, and there is no material storage space available inside the building. 3. 024119 Selective Demolition: a. See attached revised specification section. 4. 033000 Cast-in-Place Concrete: a. Section 033000. 2.04.D.1 Replace “Inpervius Admix by Concrete Earth: www.inpervius.com” with “Xypex Admix C by Xypex Chemical Corporation. To be utilized in the concrete mix for the walls, and slab at the orchestra pit, and the walls and foundation at the elevator pit.”
BVH.COM LINCOLN • OMAHA • DENVER
5. 034500 Precast Architectural Concrete: a. Reference para. 2.5.A.1; delete reference to white cement. b. Add para. 2.5.A.2 to read: Provide matrix/mix as follows: Gray Cement ¾” Limestone Class V Sand #8 Sand 5% Red/Black Dye 6. Section 042000 - Unit Masonry: a. Refer to para. 1.5.1: Change IBC reference from 2012 to 2015. b. Refer to para. 2.8.4.C: Delete last sentence with reference to Section 074265. 7. Section 052100 - Steel Joist Framing: a. Refer to para. 1.05.D: Change Engineer reference from "Nebraska" to "Iowa." 8. Section 072100 - Thermal Insulation: a. Refer to para 2.01/A: Add “Atlas Molded Products, Foam-Control” to approved products. 9. Section 074213 - Metal Wall Panels: a. Refer to para 2.01/A/2: Add “Petersen Aluminum, Pac-Clad” to approved products. 10. Section 075320 - EPDM Membrane Roofing (Bid Alt): a. Refer to para 2.02/A: Add “Johns Manville, 60 mil EPDM” to approved products. b. Refer to para 2.02/A: Add “Versico Versigard EPDM Black 0.60 fully adhered system & poly iso roof insulation & accessories” to approved products. 11. Section 075423 - Thermoplastic-Polyolefin (TPO) Roofing (Base Bid): a. Refer to para 2.03/A: Add “Johns Manville, TPO FB 115 Membrane” to approved products.. b. Refer to para 2.04/A: Add “Johns Manville, ENERGY3 Polyisocyanurate Insulation” to approved products. c. Refer to para 2.01/A: Add “Versico TPO FA Fleeceback .060 white & associated roof components” to approved products. 12. Section 077200 - Roof Accessories: a. Refer to para 2.01/A: Add “Babcock Davis, 30x36 TB Alum + Safety Post + Safety Rail” to approved products. 13. Section 084313 & 084413 - Aluminum Storefront and Curtainwall Systems: a. Refer to para. 2.1 Manufacturers; Add the following: Tubelite. 14. Section 087113 - Automatic Door Opener: a. Refer to para 2.1/A.1: Add “Record, 8100 Series” to approved products. See attached. 15. Section 093013 - Tiling: a. Refer to para 2.01/A: Add “Mapei Mapelastic AquaDefense, Mapei Ultraflex LFT, Mapei Flexcolor CQ” to approved products. See attached. 2. Section 095123 - Acoustical Tile Ceilings:
BVH.COM LINCOLN • OMAHA • DENVER
a. Refer to para 2.3/A and 2.4/A. Add “Certainteed Saint-Gobain, Performa Theatre Black f, 1942-THB-5, 24 x 24 x 1” and equal grid to approved products for ACT-3. b. Refer to para 2.3/A and 2.4/A. Add “Certainteed Saint-Gobain, Performa Symphony m, 1222BF-IOF-1, 24 x 24 x ¾” and equal grid to approved products for ACT-1. 16. Section 097200 - Tackable Wall Coverings: a. Refer to para 1.2/A/1: Add “National Solutions / Write Walls, Write Walls TackNOW - Grassy Fields” to approved products. See attached. 13. Section 126123 - Fixed Audience Seating: a. See attached revised section: i. Refer to para 2.4/A: Fabrics. 14. Section 144216 - Vertical Platform Wheelchair Lift: a. Refer to para. 2.1.A Basis of Design: Change “Garaventa” to “Savaria” b. Refer to para 2.1/A: Add “Symmetry Elevator, Model VPL EL-96” to approved products. See attached. c. Refer to para. 2.1.: Add “Garaventa” to approved Manufacturers. d. Refer to para 2.2/L: i. Add “Black” to the selected color for all applicable components. ii. Add “clear plexiglas infill panels” for all applicable door and gate panel materials.
DRAWINGS
1. See attached revised C0.8 Utility Plan from Lamp Rynearson Engineering dated 07/14/2020: a. RCP label added on pipes STM02, STM04, STM15, and STM31. 2. See attached revised A8.1E First Floor Finish Plan from BVH Architecture dated 07/14/2020: a. 1 - 01E - First Floor Finish Plan i. All stairs and risers in Performance E112 to receive CPT-1 and associated accessories (FTS-3, RN-1). ii. See reissued sheet for carpet location. 3. See attached revised E6.2 Electrical Schedules from Alvine Engineering dated 07/14/2020.
END OF ADDENDUM
BVH.COM LINCOLN • OMAHA • DENVER
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. Demolition and removal of selected portions of building or structure. 2. Demolition and removal of selected site elements. 3. Salvage of existing items to be reused or recycled.
B. Related Requirements:
1. Section 011000 "Summary" for restrictions on use of the premises, Owner-occupancy requirements, and phasing requirements. 2. Section 017300 "Execution" for cutting and patching procedures. 3. Section 013516 "Alteration Project Procedures" for general protection and work procedures for alteration projects. 4. See Civil Drawings for site clearing and removal of above- and below-grade improvements not part of selective demolition.
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 deliver to Owner or store for re-use
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.
B. Historic items, relics, antiques, and similar objects including, but not limited to, cornerstones and their contents, commemorative plaques and tablets, and other items of interest or value to Owner that may be uncovered during demolition remain the property of Owner.
18306 SELECTIVE DEMOLITION 024119 - 1 BVHARCHITECTURE
1. Carefully salvage in a manner to prevent damage and promptly return to Owner.
1.5 INFORMATIONAL SUBMITTALS
A. 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 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 stairs. 5. Coordination of Owner's continuing occupancy of portions of existing building and of Owner's partial occupancy of completed Work.
B. Predemolition Photographs or Video: Show existing conditions of adjoining construction, including finish surfaces, that might be misconstrued as damage caused by demolition operations. Submit before Work begins.
1.6 CLOSEOUT SUBMITTALS
A. Inventory: Submit a list of items that have been removed and salvaged.
1.7 QUALITY ASSURANCE
A. Refrigerant Recovery Technician Qualifications: Certified by an EPA-approved certification program. Coordinate with Mechanical requirements.
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.
1. Before selective demolition, Owner will remove the following items: a. Furnishings, Fixtures, and Equipment. b. Other items as may be identified elsewhere in the Specifications or on the Drawings.
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.
1. 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.
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. Coordinate with Mechanical, Electrical, and Civil Drawings and Specifications.
1. Maintain fire-protection facilities in service during selective demolition operations.
18306 SELECTIVE DEMOLITION 024119 - 2 BVHARCHITECTURE
1.9 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 and hazardous material information provided by Owner. Owner does not guarantee that existing conditions are same as those indicated in Project Record Documents.
C. Verify that any hazardous materials have been remediated before proceeding with building demolition operations.
D. Survey of Existing Conditions: Record existing conditions by use of 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. Arrange to shut off utilities with utility companies, after scheduling with Owner’s Representative. 2. 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.
18306 SELECTIVE DEMOLITION 024119 - 3 BVHARCHITECTURE
3. Disconnect, demolish, and remove fire-suppression systems, plumbing, and HVAC systems, equipment, and components indicated on Drawings to be removed. a. Piping to Be Removed: Remove portion of piping indicated to be removed and cap or plug remaining piping with same or compatible piping material. b. Piping to Be Abandoned in Place: Drain piping and cap or plug piping with same or compatible piping material and leave in place. c. Equipment to Be Removed: Disconnect and cap services and remove equipment. d. Equipment to Be Removed and Reinstalled: Disconnect and cap services and remove, clean, and store equipment; when appropriate, reinstall, reconnect, and make equipment operational. e. Equipment to Be Removed and Salvaged: Disconnect and cap services and remove equipment and deliver to Owner. f. Ducts to Be Removed: Remove portion of ducts indicated to be removed and plug remaining ducts with same or compatible ductwork material. g. Ducts to Be Abandoned in Place: Cap or plug ducts with same or compatible ductwork material and leave in place.
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. 5. Comply with requirements for temporary enclosures, dust control, heating, and cooling specified in Section 015000 "Temporary Facilities and Controls."
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.
1. Strengthen or add new supports when required during progress of selective demolition.
C. Remove temporary barricades and protections where hazards no longer exist.
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.
18306 SELECTIVE DEMOLITION 024119 - 4 BVHARCHITECTURE
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 fire watch during and for at least twenty-four hours after flame-cutting operations. 6. Maintain adequate ventilation when using cutting torches. 7. Remove decayed, vermin-infested, or otherwise dangerous or unsuitable materials and promptly dispose of off-site. 8. Remove structural framing members and lower to ground by method suitable to avoid free fall and to prevent ground impact or dust generation. 9. Locate selective demolition equipment and remove debris and materials so as not to impose excessive loads on supporting walls, floors, or framing. 10. Dispose of demolished items and materials promptly off-site.
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. 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.
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.
D. Steel: Demolish in sections. Cut or disassemble at junctures with construction to remain and at regular intervals.
18306 SELECTIVE DEMOLITION 024119 - 5 BVHARCHITECTURE
E. Floor Coverings: Remove floor coverings and adhesive according to recommendations in RFCI's "Recommended Work Practices for the Removal of Floor Coverings."
F. Roofing: Remove no more existing roofing than what can be covered in one day by new roofing and so that building interior remains watertight and weathertight. See Section 075323 for new roofing requirements.
1. Remove existing roof membrane, flashings, copings, and roof accessories. 2. Remove existing roofing system down to substrate.
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
18306 SELECTIVE DEMOLITION 024119 - 6 BVHARCHITECTURE
SECTION 126123 – FIXED AUDIENCE SEATING
PART 1 - GENERAL
A. DEFINITIONS
1. Technical terms unique to theatre seating and related work shall be construed in the following order, in accordance with: a. Captions on related Drawings. b. Relevant usage and definitions of handbooks, guidebooks, or trade group recommendations by manufacturers' associations or professional societies, such as BIFMA, etc. c. Generally recognized theatrical usage.
1.2 SCOPE
A. All materials, components, and services necessary to provide a complete system indicated in this Section, as specified herein and shown on related Drawings, including:
1. Preparation and submission of complete shop drawings and samples for review prior to fabrication. 2. Verification of dimensions and conditions at the job site. 3. Shipment of equipment to job site and the secured storage of all non-fixed equipment. 4. Installation and completion, in accordance with these Specifications, related Drawings, the Equipment Manufacturer's recommendations, established trade criteria, and all applicable code requirements. 5. The inspection, demonstration, and necessary adjustment of the completed installation by the Contractor's engineering personnel. 6. Preparation and submission of complete record drawings and operational and maintenance data and certificates. 7. Seating specified in this Section is long lead. Manufacturer shall communicate with the General Contractor sufficiently in advance to ensure no delays in project completion.
B. WORK INCLUDED
1. Furnish and install fixed seating as indicated on the drawings and as specified herein, in the following location(s): a. Proscenium Theatre 2. Furnish Maintenance Materials 3. Coordination of Work a. Coordinate installation of electrical wiring and transformer quantities and locations with seating layout. Ensure that junction boxes for aisle lights are located inboard of aisle light standards as shown in Drawings. b. Coordinate seating layout as required with under-floor air distribution grille locations. 4. The above is for reference only and is not intended to define the limits of the work for a complete installation.
C. WORK NOT INCLUDED
1. Electrical wiring, conduit, and connections. 2. Concrete or other flooring finishes. 3. Handrails.
18306 FIXED AUDIENCE SEATING 126123 - 1 BVH ARCHITECTURE
4. The above is for reference only and is not intended to define the limits of the work for a complete installation.
1.3 RELATED WORK IN OTHER SECTIONS
A. Concrete and masonry.
B. Painting and finishing.
C. General electrical work.
D. Mechanical Systems.
E. Theatre Platform Systems.
F. Portable Theatre Seating.
1.4 QUALIFICATIONS
A. All equipment and installation shall be the responsibility of a single manufacturer who shall own and operate a full-time, staffed shop for the fabrication and assembly of fixed theatre seating. This Manufacturer shall assume complete responsibility for the design, fabrication, transportation, and installation of the work in this Section, and shall hold the Owner, Architect, Theatre Consultant, and all their Employees and Consultants harmless for any costs for errors or omissions associated with the work of this Section and any action arising therefrom.
B. Approved manufacturers may, at their option, arrange for sub-contract field and special shop work to be done by others. Bid submissions must identify such subcontractors and indicate the work they are to do.
C. Manufacturer shall engage a manufacturer-approved, locally based, experienced installer who regularly installs and services auditorium and theatre seating similar in kind, quality, and extent to that indicated for Project. A competent supervisor shall be maintained on this Project during the entire installation. A change of supervisor shall not be acceptable unless by written authorization of the Architect.
D. The Manufacturer and Installer shall have at least 10 years' experience in the installation of similar equipment and scope for professional theatres . If requested, the Manufacturer shall submit a representative list of high school theatre installations during the above period.
E. Subject to the above requirements, work performed under this Section may be by one of the following listed manufacturers:
1. Ducharme Seating International, Montreal, Quebec, Canada 2. Irwin Seating, Grand Rapids, Michigan 3. SERIES Seating, Miami, Florida
F. Other manufacturers may be considered with the prior review of the Theatre Consultant. Manufacturers seeking review must contact the Theatre Consultant not later than 14 days prior to bid date.
1.5 SUBMITTALS
A. General: Submit in accordance with the General Conditions as described in the Project Manual.
18306 FIXED AUDIENCE SEATING 126123 - 2 BVH ARCHITECTURE
B. Submit Following with bid:
1. Proof that the firm has been continuously engaged in the fabrication and installation of fixed theatre seating during the past 10 consecutive years. 2. A list of at least three (3) installations by the bidder comparable to this project in scope including the same installation supervisor. 3. A list of any proposed deviations or exceptions from the Specifications. Any deviations or exceptions from the Specification proposed after bid shall not be accepted. 4. A schedule for the anticipated completion of the following: a. Shop drawings b. Delivery of prototype c. Delivery of all equipment d. Installation of all systems 5. Samples: a. Manufacturer's color charts or samples of actual materials showing full range of standard colors, finishes, patterns, and textures available for each exposed material. b. Single fixed seating unit of each type that meets the basic requirements of the specification.
C. Shop drawings: Within 60 days of receipt of order, the Manufacturer shall submit at least one set of reproducible shop drawings and equipment data sheets to the Architect for distribution to the Theatre Consultant and Acoustics Consultant for review and action prior to fabrication:
1. Plan and section in scale equal to 1/4" = 1'-0". 2. Complete, fully dimensioned shop drawings of all major components. 3. Requisite plans, sections, schematics, and details indicating assembly and installation of components. 4. Complete counts of every seat feature, including but not limited to: a. End Standards b. Aisle Lights c. Transfer Arms for Designated Aisle Access Seats d. Row ID e. Chair ID 5. Quantities of each component and sub-assembly. 6. Indication by boxed caption of any and all variations from the contract Drawings and Specifications, whether or not these variations have been formally or informally accepted by the Architect or Theatre Consultant. 7. Product certificates signed by manufacturers certifying that their products comply with specified fire safety requirements as outlined in this Section. 8. Product certificates signed by manufacturers certifying that their products comply with specified LEED requirements as outlined in Division One. 9. Samples of any equipment component requested. 10. Samples shall not be considered part of specified quantities but shall be returned. 11. Provide acoustical testing data to the Acoustics Consultant. In addition, submit samples of cushion materials and fabrics used in the tests to the Architect and Acoustics Consultant.
D. PROTOTYPES
1. Prior to fabrication of seating, provide for review by Owner, Architect and Theatre Consultant, a prototype as described below: 2. Build prototype as shown in Drawings a. Include six-foot cord and 15A standard parallel blade and ground plug for both aisle lights. b. Aisle lights in prototype will be used to evaluate provided illumination levels. This will not relieve the manufacturer from responsibility to ensure seat-mounted aisle lights provide code required illumination levels for all interior aisles.
18306 FIXED AUDIENCE SEATING 126123 - 3 BVH ARCHITECTURE
3. Deliver prototype to location as directed by Architect. 4. Obtain Owner, Architect and Theatre Consultant written acceptance of prototypes before beginning production of seating for Project. 5. Prototype shall be retained at the site during construction in undisturbed condition as a standard for evaluating completed seating. a. When directed, remove prototype from Project Site.
E. Final submittal. Within 30 days of final tests, and as a condition for final review, the Contractor shall submit to the Architect:
1. Receipts for delivery of all non-installed items, i.e., all items designated, "Deliver to Owner." 2. Three (3) sets to the Architect and one (1) set on electronic media to the Theatre Consultant, Format of sets shall be compliant with Division One of this Specification. a. "As built and approved" drawings and wiring diagrams showing all systems and components as installed, including all field modifications. b. Operation and service manuals, schematics, and parts lists for each unit of equipment installed or provided. c. Certification that all components and assemblies comply with specified fire safety requirements as outlined in this Section. d. Certification that all components and assemblies comply with specified LEED requirements as outlined in Division One. e. Certificates of warranty, as set forth below.
1.6 DELIVERY, STORAGE, AND HANDLING
A. Comply with requirements of the relevant sections of the General Conditions in the Project Manual.
B. Deliver seating in manufacturer’s unopened cartons clearly labeled with manufacturer’s name and contents.
C. Inspect deliveries upon arrival to verify no items are damaged. Immediately order replacement of damaged materials at no cost to Owner.
D. Store seating in dry location protected from damage and soiling under environmental conditions acceptable to manufacturer.
E. Handle seating in a manner to prevent damage.
1.7 TESTING AND INSTRUCTION
A. Upon completion of all installation work, the Manufacturer shall certify in writing to the Architect that the work is complete and ready for final observation. Final observation shall be scheduled by the Owner, the Architect and Theatre Consultant to occur within 14 days following the Contractor's notice of completion. Costs of additional or repeat tests due to delay or negligence on the part of the Seating Manufacturer shall be borne by the Seating Manufacturer. These costs include the Architect and Theatre Consultant at their current hourly rates and the direct expenses resulting from this delay or negligence.
B. Final observation shall be conducted by a knowledgeable representative of the Manufacturer, in the presence of the Owner, the Architect and Theatre Consultant, and shall include the following:
1. Operation of all components. 2. Visual examination of all components. 3. Necessary adjustments or modifications shall be made as required.
18306 FIXED AUDIENCE SEATING 126123 - 4 BVH ARCHITECTURE
C. Manufacturer's representative shall instruct Owner's designated staff or representatives in the safe operation, maintenance and replacement of all components, including the storage and cleaning of all fabrics. This instruction session shall be scheduled to last a minimum of two (2) hours . While it may be possible to schedule this instruction session to coincide with the system checkout, such coincidence shall not be assumed.
D. The Dealer shall provide to the Owner video instructions on the operation and maintenance of the system. Information contained in video will cover all points of operation and maintenance covered in the instruction session with Owner's staff. A videotaped recording of the actual instruction session is acceptable. Provide four (4) full copies of video instruction. Video format shall be DVD.
1.8 MAINTENANCE MATERIALS
A. Furnish extra materials described below matching products installed, packaged with protective covering for storage and identified with labels clearly describing contents. Provide sufficient material to provide two (2) percent, but not less than one of each component type and size for each seat back, pan, standard, fastener, aisle light and cushion.
B. Upholstery fabric in size and quantity required to reupholster two (2) percent of each size color of installed seats and backs. Maintenance material fabric shall be from the same dye lots as the installed seating fabric.
1.9 WARRANTY
A. The Manufacturer shall unconditionally warrant all components and installation provided under this Section to be free from defects in materials and workmanship for a period of at least 60 months from the date of final acceptance of all work of this Section.
B. Appropriate additional equipment to replace equipment removed for service shall be provided at the job site at no expense to the Owner to replace any and all equipment which must be removed for service.
C. All warranty service shall be performed by technicians certified by the manufacturer for the installed equipment.
PART 2 - PRODUCTS
2.1 GENERAL
A. Seats shall use materials which are carefully selected to be free of defects, objectionable projections, or irregularities. Ease all corners and edges, and select exposed fasteners to prevent snagging and pinching hazards.
2.2 PERFORMANCE CHARACTERISTICS
A. Chairs provided under this specification shall be compliant with all applicable codes. It shall be the Manufacturer’s responsibility to provide documentation of compliance.
B. Testing and Compliance
1. The seats shall be certified to withstand a 600 pound static load, laterally distributed three inches from the leading edge of the seat.
18306 FIXED AUDIENCE SEATING 126123 - 5 BVH ARCHITECTURE
2. The seat shall also be certified to pass seat cycle oscillation testing, ASTM F851-87 and sandbag testing.
C. Fire
1. Such requirements shall include but may not be limited to the following standards: a. Federal Motor Vehicle Safety Standard No. 302. b. Class 1 requirements of U.S. Department of Commerce, CS 191-52.
2.3 MANUFACTURERS
A. Acceptable Manufacturers
1. DuCharme 2. Irwin 3. Series Seating
B. Basis of Design
1. DuCharme “Peformance Auditorium” 2. Irwin “Citation” 3. Series Seating
2.4 MATERIALS
A. Fabrics:
1. Fabrics shall be a “confetti” distribution with the approximately 1/3 of the final layout using each of the following fabrics: a. UP-A: Arc/Com ‘Theory’ AC-60369 Cobalt #20 b. UP-B: Arc/Com ‘Theory’ AC-60370 Cornflower #21 c. UP-C: Arc/Com ‘Theory’ AC-60371 Navy #22
B. Steel: Provide with smooth surfaces and be of sufficient gauge thickness and designed to withstand strains of normal use and abuse. ASTM A 36
C. Electrolytic Zinc-Coated Steel Sheet: ASTM A 591, commercial and drawing quality, Coating Class C, chemically treated for baked-enamel finish and not less than 0.0396 inch thick.
D. Padding Material: Seat and back padding material shall be of cold molded closed cell polyurethane foam.
E. Wood
1. Exposed plywood shall be hot press laminated using high frequency process. Interior plies shall be Class 3 or better. Exposed exterior plies shall be Class 1. 2. Concealed plywood shall be hot press laminated using high frequency process. All plies shall be Class 3 or better. 3. Exposed solid wood shall be grain matched hardwood, kiln dried, free from knots and blemishes. Species and appearance shall be consistent within each seat and from seat to seat. 4. Surface applied wood veneers shall be Class 1.
F. Plastics
18306 FIXED AUDIENCE SEATING 126123 - 6 BVH ARCHITECTURE
1. Plastic Seat backs shall be made of high-density polyethylene. Seat backs shall be one- piece injection molded shapes.
2.5 FINISHES
A. Metal Parts: All ferrous metal parts, both exposed and non-exposed, shall be electrostatic powder coated. All coatings shall be consistent in appearance. All metal coatings shall have a dry film thickness of at least two millimeters and shall pass the 2H pencil hardness test.
B. Wood Parts: All exposed surfaces shall be stained to color selected and finished with a clear plastic sealant of sufficient film depth to afford wear resistance of institutional quality.
C. Hardware: All assembly hardware shall be rust resistant, black plated.
2.6 STANDARDS
A. The standards shall be manufacturer’s standard design made by a rectangular tube of sufficient gauge steel.
B. A reinforced bracket for seat pan attachment shall be integrated into the standard.
C. The seat pan shall be anchored to the standard by bolts.
D. A support for attachment of the back shall be provided.
E. The top of the column shall provide for armrest attachment.
F. The standard shall each be attached to the concrete floor by 2-1/4 inch x 2 inch expansion bolts set in holes drilled to a depth of not less than 1-1/4 inches.
G. The footplate shall be designed to follow the angle of the seating floor.
H. Standards shall be manufactured to conform to floor and riser conditions as shown in Drawings while maintaining seat and back dimensional and angular relationships throughout.
2.7 END PANELS
A. Provide the following end panels:
1. DuCharme: Full-length tapered end panel 2. Irwin: No. 14 Tapered 3. Series Seating: Full-length tapered end panel
B. Securely attach end panels to aisle standards with concealed fasteners.
C. Exposed face shall be wood veneer, stain color as selected by Architect.
D. Edges shall be finished with hardwood matching veneer edgebanding.
2.8 SEAT ASSEMBLIES
1. Two-part seat assembly of arch-spring construction indicated below with upper part removable for reupholstering without removing pan from chair. 2. Cushion shall be molded polyurethane foam padding tapered from 3 inches thick at the leading edge to 1-1/2 inches thick at the rear, over not less than five serpentine springs or
18306 FIXED AUDIENCE SEATING 126123 - 7 BVH ARCHITECTURE
an ergonomic substrate attached to reinforced steel frame; with weight-distributing and abrasion resisting sheeting separating padding from springs; upholstered with fabric sewn into box construction without welts and securely attached to frame to produce surfaces free of creases, stretch lines, or wrinkles. Fabric shall be removable without damaging any component. 3. Seat pan shall be a single piece, sheet steel pan or molded polypropylene. Pan shall be reinforced at stress points and shall completely enclose the hinges and self-rising seat mechanisms. 4. The seat shall rotate on two (2) hinge rods. Hinge rods shall be securely engaged in seat standard pivots. Bearing surfaces shall be low friction and permanently lubricated, requiring no maintenance. Seat-lift shall be accomplished by compression springs and self- lubricating plastic cams. All hinge operation elements shall be shielded and inaccessible to the seated patron. Seat shall automatically return to a 3/4 fold position. It shall be possible to rotate the seat to full-fold position with slight additional rearward pressure.
2.9 SEAT BACK ASSEMBLIES
A. Backs shall be of plywood construction with an upholstered front, and shall consist of two (2) parts; an upholstered panel and an exposed plastic rear panel.
B. Cushion shall be high density closed cell cold cured sculpted non-skinning molded foam: density 3.5 pounds/cubic foot, padding measuring not more than 2 inches thick.
C. Plywood base shall be a minimum of 5/8-inch thick. The cushion shall be securely cemented to plywood base with no voids occurring between the base and the foam.
D. The exposed back panel shall be plastic, formed on the same radius as the upholstered panels. The exposed back panel shall not be less than 26 inches long and shall protect seat in raised position. Color shall be selected by Architect from manufacturer's standard colors.
E. Exposed back panel shall be securely connected to the upholstery panel.
F. Backs shall be designed and installed so as to achieve an even and consistent gap between seat back panels within each row except at aisle locations.
G. Seat Back Assembly shall utilize steel back wings for connection to standards. Wings shall have provision for 14 degree, 16 degree and 18 degree pitch.
2.10 ARMRESTS
A. Armrests shall be provided at each aisle and between seats.
B. Armrests shall be designed for concealed mounting to standards with all edges well rounded.
C. Armrests shall be removable for repair or replacement.
D. Armrests shall be at least 2-3/8 inches in width.
E. Armrests at aisles shall be solid wood construction subject to the requirements noted above. Arm rests between seats shall be plastic to match seat backs and seat pans subject to the requirements noted above.
2.11 ACCESSORIES
A. Moveable Bases:
18306 FIXED AUDIENCE SEATING 126123 - 8 BVH ARCHITECTURE
1. Manufacturer's standard steel bases to provide for mobility of seats in multiple quantities as shown on Drawings. 2. All components of the bases shall have rounded edges. Ends of components shall be ground smooth and finished to match. 3. No part of the base assembly shall extend beyond the footprint of the seat when the pan is in the lowered position.
B. Designated Aisle Access Standards: Manufacturer's ADA compliant tilt-up arm aisle standard in locations as shown on the Drawings. Standard shall include aisle light where indicated.
C. Seat and Row Identification System:
1. System shall utilize brushed stainless steel plates with etched characters. 2. Seat identification plates: a. Mount into vandal-resistant recess at front edge of seat pan, clearly viewable from above when seat pan is in folded position and secure with two rivets. b. Rectangular with black characters not less than 3/8-inch in height. c. Attachment hardware finish shall match plate faces. 3. Row identification plate a. Mount at center of end panel in routed recess for flush, non-snagging, finish. Locate plate to ensure that the aisle lighting system illuminates the plate. b. Round, 2 inch diameter, with black letters. Letters shall be at least 1 inch in height. c. Attachment hardware finish shall match plate faces.
2.12 AISLE LIGHTING
A. Aisle Lights shall be LED and mounted on the seats as shown on the Drawings.
B. Color Temperature of LED fixture shall be 2700 degrees Kelvin (Warm White).
C. Wiring Harness shall be factory wired and routed through the end standard assembly. Harness shall be protected from sight and damage and shall terminate in an 18 inch long flexible whip for connection to the electrical junction box. Design wiring harness to operate with all ADA designated aisle seats, as required.
D. Provide a complete working system including, if applicable, all required transformers and electrical requirements for installation by the Electrical Contractor. Transformers shall be installed outside the performance space. Size and Quantity of transformers and associated wiring shall be as required to deliver full and consistent voltage to all fixtures in the system regardless of their distance from the transformers.
E. Seating manufacturer is responsible for ensuring that code-mandated illumination is provided by the seat-mounted aisle lights for all aisle conditions adjacent to end standards of installed seats. Illumination from seat-mounted aisle lights shall illuminate the entire adjacent aisle to the required levels.
F. Fixture may not produce more than 0.1fc at 36 inches from the fixture above a line parallel to the floor at the elevation of the installed fixture.
G. Concealed Under Arm Fixtures shall be mounted into a routed recess in the bottom of the aisle armrests. Light fixture shall be flush with the bottom of the armrest when installed.
H. Surface mounted fixtures shall be a Tivoli “Beacon” or approved equal product mounted to the end panel as shown in the Drawings.
18306 FIXED AUDIENCE SEATING 126123 - 9 BVH ARCHITECTURE
2.13 SPARE PARTS
A. Provide a quantity of seat and back component parts equal to two percent but not less than one each of each component in each size of the total amount installed. All spare components are to be labeled for size, venue and component type.
B. Provide all fixed and removable seating units noted including removable seating units designed to fill all wheelchair locations.
C. Provide 20 yards of upholstery fabric from the same dye lot as the installed seats. Extra fabric shall be wrapped, labeled and turned over to owner at completion.
PART 3 - EXECUTION
3.1 PROJECT CONDITIONS
A. Environmental Requirements: Do not install seating until space is enclosed and weatherproof, wet-work in space is complete and nominally dry, installation of finishes including painting is complete, other units of Work adjacent or overhead are complete, and ambient temperature and humidity conditions will be continuously maintained at values near those indicated for final occupancy.
3.2 EXAMINATION
A. Examine conditions and proceed with work when substrates are ready.
B. Examine substrates and conditions, with installer present, for compliance with requirements for construction tolerances, material properties as they affect anchors and fasteners, and location of junction boxes. Do not proceed with installation until unsatisfactory conditions have been corrected.
3.3 INSTALLATION
A. Manufacturer shall engage a manufacturer-approved, locally based, experienced installer who regularly installs and services auditorium and theatre seating similar in kind, quality, and extent to that indicated for Project. A competent supervisor shall be maintained on this Project during the entire installation. A change of supervisor shall not be acceptable unless by written authorization of the Architect.
B. Seating Layout: Install seating to conform with Project Documentation in a manner that produces seating layouts with standards spaced laterally in each row so that end standards are in alignment from first to last row, regardless of whether aisles converge or are of constant width, and with backs and seats varied in width so that sightlines are optimized.
C. General: Comply with Manufacturer's printed installation instructions applicable to products and application indicated.
D. Locate all seats in locations indicated on approved shop drawings, with designed and required clearances, elevations, sight lines, aisles and aisle accessways.
E. Install standards in locations conforming to seating layout, with each standard attached to substrate by not less than two (2) anchoring devices of size and type required to produce chairs free from rock or instability under conditions of actual use.
18306 FIXED AUDIENCE SEATING 126123 - 10 BVH ARCHITECTURE
F. Install chairs by mounting components to standards, or brackets mounted on standards, using manufacturer's recommended hardware and fasteners. Ensure that chairs in curved rows are installed at the specified radius, and verify that moving components operate smoothly and quietly.
G. Installation review for compliance will include, but shall not be limited to the following:
1. All end standards shall be plumb and shall be installed at a constant dimension from the aisle edge + 1/4-inch variation allowed within a seating section with no more than 1/8-inch variation allowed between adjacent rows. 2. All seat backs shall be aligned with a consistent back pitch angle. Allowable variation of not more than 0.25 degrees between adjacent seats and not more than 0.75 degrees across the length of a row. 3. Gaps between seat backs shall be constant with no more than 1/4-inch variation between adjacent seats and no more than 1/2-inch variation between the largest gap and smallest gap within a seating section. 4. Seat stagger shall be as shown in the drawings. Deviation will not be accepted without prior approval of the Architect and Theatre Consultant. 5. Seat pans shall all automatically rise to a consistent position without noise as outlined in Paragraph 2.2 of this Specification. Position variation of no more than 1/8-inch between adjacent seats and not more than 1/4-inch within a row shall be allowed. Dimension shall be measured from the most projective portion of the seat pan to the front edge of the armrest. 6. Coordination with in-floor electrical and mechanical devices shall be as shown in Drawings. Deviation shall require prior approval from the Architect. Unless noted otherwise, all in-floor air grilles shall be centered between seat standards and shall not project past the edge of the seat pan in its stored position. Aisle light junction boxes shall be not more than 10 inches from the seat standard and aligned with the seating layout line. 7. Aisle lights shall be consistent in appearance. Variations in color temperature, output, distribution and alignment shall not be acceptable. 8. Seat and Row Identification plates shall be securely attached and free from scratches and blemishes. Design, location, font, and alignment shall be consistent throughout the project. 9. Unless otherwise notified in writing by the General Contractor, responsibility for the condition of the seat fabric and all other seat finishes shall be the responsibility of the seating manufacturer until substantial completion or review of the seating installation, whichever is later. Fabric and all other finishes shall be smooth, clean and unblemished. 10. All surfaces and edges shall be smooth to the touch and free of protrusions that will cause injury or damage to clothing. 11. Packaging and protective coverings shall be removed from the site and disposed of in accordance with jobsite protocol and mandated requirements.
3.4 ADJUSTING
A. Adjust self-rising seat mechanisms as required to ensure that seats in each row are aligned when in upright position.
B. Touch-up minor abrasions and imperfections in painted finishes with coating which matches factory-applied finish.
C. Replace upholstery which has been damaged in installation.
END OF SECTION 126123
18306 FIXED AUDIENCE SEATING 126123 - 11 BVH ARCHITECTURE
7/14/2020 5:30:13 PM LIGHT LOCK E127 FINISHES LEGEND P - LARGE STORAGE 4 P - 4 E147 CG WOC-1 - WALK OF CARPET WALK TILE - WOC-1 V- RESILIENT FLOORLVT-1 - STAIR TREADS LANDINGSAND OF CARPET WALK TILE, - WOC-3 CARPET TILECPT-1 - WOC-2 - WALK OF CARPET WALK TILE - WOC-2 CARPET TILECPT-2 - R- PLASTIC PANELINGFRP-1 - 9'-0" O. N 3 CAGES. BID ALT. CHAIN LINK CORRIDOR WOC-1 WOC-2 E123 MULTI-PURPOSE ALL WALLS 099123 P ROOM WF-1 E129 - 2 VOCAL STORAGE E148 CG SSB -1 CG 099123 P STRIPES AT 12" O.C. STRIPING. 2" WIDE P - 6 COSTUME STORAGE, N.I.C. COSTUME STORAGE DRYER, N.I.C. / WASHER - LIGHT LOCK PAINTED E146 - 7'-0" 4 L ALLSALLW P E128 - 4 FRP - 1 WA DR RACK, N.I.C. HANGING MEN'S MEN'S RR SHELF,N.I.C. OVERHEAD RACK, N.I.C. HANGING DRESSING RM
E126 17 A9.5 WF-1 - STAGE STAGE FLOOR ASSEMBLY - WF-1 TW -1, 9' -0" AFF HIGH IMPACT GYPSUM JOINTSCONCRETE SEALED CONCRETE FLOOR TILET-2 - LANDINGSAND CATWALKS METAL GRATE - TERRAZZO EXISTING)(MATCH 19 E131 P CHANGE GCG CG - 5 E132 GREEN GREEN ROOM A L COVE 18 E124
E139 6 SSB A9.5 DRESSING RM P - WOMEN'S RR SSB 1 - 5 DRYING 21 6'-0" E133 D141 SHELF,N.I.C. OVERHEAD - 1 RACK, N.I.C. HANGING E125 A9.5
23 5
PATCH & REPAIR 093013 T CG
REF CG LOADING 22 O. N 3 CAGES. BID ALT. CHAIN LINK E144 SSB - 4 FLOOR TILE. - FAMILY RR 1 A L COVE CHANGE MEN'S RR E138 GIRLS LOCKER E140 E134 E136 ROOM D138 BAND UNIFORM STORAGE, N.I.C. BANDUNIFORM RACK, N.I.C. HANGING INSTRUMENT &INSTRUMENT CG STORAGE 4'-0" A L COVE PIANO STORAGE E122 E135 FRP H0LDER 102800 SHELF JAN. & MOP P UP - - E145 4 1 CORRIDOR CG STAIR WOMEN'S RR E143 CUSTODIAL PATCH & REPAIR 099123 EP E130 CORRIDOR E137 E141 ? ? E121 SSB -1 CG 2 COMPACTED FILLCOMPACTED VAPOR BARRIER CONCRETE SLAB BONDING AGENT P - 4 - 5 EPOXY FLOOR PAINT. TERRAZZOSECTION, TYP. 1 1/2" 1'-0"=
CG CG CORRIDOR CG CG CG CG SSB -1 SC-1 E142 A3.5 7
SSB -1 SSB -1 P-4 P-4
1/2" TERRAZZO FLOORING 096613.16 MONOLITHIC DIVIDER STRIP, MATCH EXISTING SHIM CARPET TO OFMEET EDGE DIVIDER STRIP 096813 CARPET TILE (CPT EXISTING TERRAZZO SSB -1
SSB -1 ALL WALLS 099123 P STA GE WF-1 E114 - 1) CORRIDOR - 2 E150 PRACTICE D123 3 ALLWAYH TILECARPET TO TRANSITION 12" 1'-0" =
CG UP D122 TOWER STOR P UP - 4 E115 CG TECH ACCESSTECH ALL WALLS 099123 P E113 CG P-4 UP 6'-6" - 2 TECH ACCESSTECH
W W
V V P
P E116 -
1 -
/ 1 W / PIT 099123WALLS P PAINT ALL INTERIOR ORCHESTRA W
T T
P P - 2 - 2
SSB -1 UNDER UNDER SEATS SEALED CONCRETE (SC ALL WALLS 099123 P P SSB P P PERFORMANCE - - - 4 2 2 - - 2 1 - E112 2 CG ELEC P E151 - 2 CARPET / ENTRY WALK 093013 FTS TILE ISOLATIONCRACK TYP. MEMBRANCE, - 1) - GROUT TO TRANSITIONGROUT TRIM. - 1 TRANSITION TRIM P
-
4
' -
2 2
1 / 2 4'-2 1/2" " - STAIR OFF MAT E118 A9.5 CPT-1 099123 P
A9.5
6'-8"
20
P - SSB 4
P-4
- P - 12 4
1 P - 4 - P-4 UP
2 P-4
W W
P -
V 4 V
P
P -
P- 4 P
P 4 P
099123 P - 4 '
- 0 " - -
- P 4 - 1
4 4 1
P -
CORRIDOR P-4 4 P P P P E120 - - - - 4 4 4 4 - 2 4 4'-0" P - 4 TILE TO LOWER LEVEL TRANSITIONTILELOWER TO 12" 1'-0" = P - 4
12'-0" CORRIDOR E117 CORRIDOR 1
E111
1
6 ' - 5 6'-5" " 099123 P -2 ELEV MACH ROOM GCG CG FRP FRP ELEVATOR CUST E104 P P WOC-3 WOC-3 - - - - E105 1 1 E107 2 2 P P - - P STORAGE 2 2 - 4 E103 STAIR E102 SC-1 FAMILY RESTROOM SSB STAIR E109 P P - 1 A L COVE - - 2 2 E106 E108 P 436SF - P P 2 CORR E119 - - 2 2 1 1 FIRST FLOOR FINISH PLAN01E - 1/8" 1'-0"= LOBBY E100 A8.1E 2 CONCRETE LVTCONCRETE OR FLOOR FINISH 093013 FTS 093013 TILE TYP.MEMBRANE, 093013 ISOLATIONCRACK SIM - 1 TRANSITION TRIM - GROUT TO TRANSITIONGROUT TRIM 13'-0 15/16" COMMONS C175 TERR-1 PROJECT NORTH AKDT DESCRIPTION DATE MARK PLAN FINISH FLOOR FIRST COPYRIGHT © BVH ARCHITECTURE PROJECT: ADDITIONSCTE LCCS AUDITORIUM AND SCHULERSHOOK CONSULTANT DESIGN & SEATING THEATRICAL DESIGN IP GROUP CONSULTANT ACOUSTICAL/AV/IT RYNEARSON LAMP ENGINEERCIVIL LANGEGROUP STRUCTURAL ENGINEER STRUCTURAL ENGINEERINGALVINE ENGINEER MEP ARCHITECTUREBVH ARCHITECT ae1Addendum1 Date 1 1 AREA F AREA REVISIONSSCHEDULE schulershook.com 8230 944 312 V CHICAGO,60654IL ORLEANS #400 N 750 ipdesigngroup.com 7007 346 402 V OMAHA, NE 68102 ST CASS 1201 lamprynearson.com 2498 496 402 V OMAHA, NE 68154 DODGE RD #100W 14710 langestructuralgroup.com 9540 421 402 V LINCOLNNE68516 POTOMAC 3616 LANE alvine.com 7007 346 402 V OMAHA, NE 68102 ST CASS 1201 bvh.com 345F7871 402 3060 402 345 V OMAHA68102 NE STREET 901 JONES NORTH 18306 TRUE AREA E AREA A8.1E HIGH SCHOOL DATE: EXISTING 06/30/2020 ARCHITECT BVH ARCHITECTURE 901 JONES STREET OMAHA NE 68102 V 402 345 3060 F 402 345 7871 bvh.com
MEP ENGINEER ALVINE ENGINEERING 1201 CASS ST OMAHA, NE 68102 V 402 346 7007 alvine.com
STRUCTURAL ENGINEER LANGE STRUCTURAL GROUP 3616 POTOMAC LANE LINCOLN NE 68516 V 402 421 9540 langestructuralgroup.com
CIVIL ENGINEER LAMP RYNEARSON 14710 W DODGE RD #100 OMAHA, NE 68154 V 402 496 2498 lamprynearson.com
ACOUSTICAL/AV/IT CONSULTANT IP DESIGN GROUP 1201 CASS ST OMAHA, NE 68102 V 402 346 7007 ipdesigngroup.com
THEATRICAL & SEATING DESIGN CONSULTANT SCHULER SHOOK 750 N ORLEANS #400 CHICAGO, IL 60654 V 312 944 8230 schulershook.com
REVISIONS SCHEDULE
MARK DATE DESCRIPTION REV1 07/14/2020 ADD 01
AREA F EXISTING HIGH SCHOOL
AREA E
LCCS AUDITORIUM AND CTE ADDITIONS
PROJECT: 18306 DATE: 06/30/2020 © COPYRIGHT BVH ARCHITECTURE
UTILITY PLAN
PROJECT TRUE 14710 W. DODGE RD, STE. 100 NORTH NORTH OMAHA, NE 68154 402.496.2498 LampRynearson.com C0.8 LIGHTING CONTROL SCHEDULE LUMINAIRE SCHEDULE OCCUPANCY SENSOR ALTERNATE OCCUPANCY SENSOR TIME-OUT LUM. NO. MANUFACTURER CATALOG NO. LAMP DATA VOLTAGE DESCRIPTION MOUNTING MANUFACTURER REMARKS ARCHITECT C1 GOTHAM EVO4-40/10-AR- LED: 13W, 1100 277 V 4" ROUND DOWNLIGHT WIDE DISTRIBUTION, CLEAR TRIM, MATTE RECESSED BVH ARCHITECTURE NDLES) -WD-LD-277-GZ10 LUMENS DELIVERED, DIFFUSE CLEAR FINISH, 0-10V DIMMABLE TO 10% WITH TRIM 4000K, 80+ CRI C2 GOTHAM ICO-40/40-6AR- LED: 40W, 4000 277 V 6" ROUND DOWNLIGHT, 40 DEGREE DISTRIBUTION, 0-10V DIMMABLE TO RECESSED -LSS-40D-277-GZ10 LUMENS DELIVERED, 10% WITH TRIM 4000K, 80+ CRI C3 GOTHAM ICO4ADJ-30/30/AR-T00-LSS-65D- LED: 30W, 3000 277 V 4" ROUND ADJUSTABLE DOWNLIGHT, 45 DEGREE BEAM ANGLE, DMX RECESSED bvh.com 277-EDXB LUMENS DELIVERED, DIMMING WITH TRIM 3000K, 80+ CRI MEP ENGINEER C4 GOTHAM ICO4-40/20-AR- LED: 20W, 2000 277 V 4" ROUND DOWNLIGHT WIDE DISTRIBUTION, CLEAR TRIM, MATTE RECESSED -LSS-60D-277-GZ10 LUMENS DELIVERED, DIFFUSE CLEAR FINISH, 0-10V DIMMABLE TO 10% WITH TRIM ALVINE ENGINEERING 4000K, 80+ CRI 1201 CASS ST C5 GOTHAM ICO4-30/30-AR- LED: 30W, 3000 277 V 4" ROUND DOWNLIGHT WIDE DISTRIBUTION, CLEAR TRIM, MATTE RECESSED OMAHA, NE 68102 -WD-LD-277-EDXB LUMENS DELIVERED, DIFFUSE CLEAR FINISH, DMX DIMMING WITH TRIM V 402 346 7007 3000K, 80+ CRI alvine.com C6 WENGER LTO-75-54-30-RJ45-90-HX LED: 75W, 6000 120 V DOWNLIGHT, ALUMINUM CONSTRUCTION, 54 DEGREE DISTRIBUTION, RECESSED, LUMENS DELIVERED, DMX DIMMING CUSTOM F1 MODA LIGHT STF-INT-S-S1-W-35-19 LED: 1.4W/FT, 130 277 V TAPE LIGHT, PERIMETER LIGHTING, MOTU XTRUSION, 3/5" CORNER SURFACE LED LINEAR-CORNER LUMENS/FT 3500K, MOUNT, WHITE FINISH, WHITE DIFFUSER STRUCTURAL ENGINEER 80+ CRI LANGE STRUCTURAL GROUP P1A HUBBELL MPS-4- -40-LW-F-W-E-U-MB LED: 32.5W, 4100 277 V 4'-0" LED STRIPLIGHT, FLAT ACRYLIC LENS, WIDE DISTRIBUTION, BLACK PENDANT, LITHONIA-CLX 1 LUMENS DELIVERED, FINISH AIRCRAFT 3616 POTOMAC LANE 4000K, 80+ CRI CABLE LINCOLN NE 68516 P1A2 HUBBELL MPS-4- -40-LW-F-W-E-U-MB LED: 32.5W, 4100 120 V 4'-0" LED STRIPLIGHT, FLAT ACRYLIC LENS, WIDE DISTRIBUTION, BLACK PENDANT, LITHONIA-CLX 1 V 402 421 9540 LUMENS DELIVERED, FINISH AIRCRAFT langestructuralgroup.com 4000K, 80+ CRI CABLE P1B HUBBELL MPS-2- -40-LW-F-W-E-U-MB LED: 31.5W, 3700 277 V 2'-0" LED STRIPLIGHT, FLAT ACRYLIC LENS, WIDE DISTRIBUTION, BLACK PENDANT, LITHONIA-CLX LUMENS DELIVERED, FINISH, PROVIDE ADDITIONAL ACCESSORIES TO SURFACE MOUNT TO AIRCRAFT 4000K, 80+ CRI RIGGING BATTON WHERE SHOWN ON DRAWINGS CABLE CIVIL ENGINEER P1C HUBBELL MPS-4- -40-VW-F-W-E-U-MB LED: 26.5W, 3100 277 V 4'-0" LED STRIPLIGHT, FLAT ACRYLIC LENS, WIDE DISTRIBUTION, BLACK PENDANT, LITHONIA-CLX 1 LAMP RYNEARSON LUMENS DELIVERED, FINISH AIRCRAFT 14710 W DODGE RD #100 4000K, 80+ CRI CABLE MARK MOUNTING ON MANUAL ON AUTO 7AM) UNTIL (6AM SCHOOL BEFORE 4PM) UNTIL (7AM HOURS SCHOOL 11PM) UNTIL (4PM SCHOOL AFTER 6AM) UNTIL (11PM HOURS AFTER ON/OFF LOCAL DIMMING FOOTCA (TARGET INDICATED WHERE HARVESTING, DAYLIGHT CONTROL SENSOR PARTITION LIGHTING NETWORKED TO CONNECTED SYSTEM AV FOR INTERFACE CONTROL CONTROL PHOTOCELL EXTERIOR CONTROL DAY OF TIME RECEPTACLE(S) CONTROLLED TYPE SPACE REMARKS OMAHA, NE 68154 A CEILING X 5 15 5 5 X X X DRESSING ROOM P1D HUBBELL MPS-4- -40-XL-F-W-E-U-MB LED: 66.9W, 7900 277 V 4'-0" LED STRIPLIGHT, FLAT ACRYLIC LENS, WIDE DISTRIBUTION, BLACK PENDANT, LITHONIA-CLX V 402 496 2498 B CEILING X 5 15 5 5 X X STAIRS 1 LUMENS DELIVERED, FINISH AIRCRAFT 4000K, 80+ CRI CABLE C CEILING X 5 15 5 5 X X CORRIDOR 1 lra -inc.com P1F HUBBELL MPS-4- -40-VW-F-W-ED1-U-MB LED: 26.5W, 3100 277 V 4'-0" LED STRIPLIGHT, FLAT ACRYLIC LENS, WIDE DISTRIBUTION, BLACK PENDANT, LITHONIA-CLX 1 D CEILING X 20 20 20 20 X X X SCENE SHOP LUMENS DELIVERED, FINISH, 0-10V DIMMABLE TO 1% AIRCRAFT E CEILING X 5 5 5 5 X X STORAGE ROOM 4000K, 80+ CRI CABLE F NONE - - - - X MECH/ELEC P1G HUBBELL MPS-4- -40-XL-F-W-ED1-U-MB LED: 66.9W, 7900 277 V 4'-0" LED STRIPLIGHT, FLAT ACRYLIC LENS, WIDE DISTRIBUTION, BLACK PENDANT, LITHONIA-CLX ACOUSTICAL/AV/IT CONSULTANT G CEILING X 5 15 5 5 X PUBLIC RESTROOM LUMENS DELIVERED, FINISH, 0-10V DIMMABLE TO 1% AIRCRAFT IP DESIGN GROUP H CEILING X 10 10 10 10 X X PRIVATE RESTROOM 4000K, 80+ CRI CABLE 1201 CASS ST I CEILING X 5 15 5 5 X X LARGE STORAGE P2 CORONET FLRD LED: 5.75W/FT, 529 277 V 8'-0" LINEAR, ROUND PROFILE, 0-10V DIMMING PENDANT, SELUX-PL9LR OMAHA, NE 68102 J CEILING X 5 15 5 5 X X X GREEN ROOM LED-8-40-LTG2-UNV-DB-BLK-AC LUMENS/FT AIRCRAFT P-SD DELIVERED, 4000K, CABLE V 402 346 7007 L CEILING X 5 15 5 5 X X LOBBY 1 80+ CRI ipdesigngroup.com M CEILING X 5 15 5 5 X X X CONTROL ROOM P3A AXIS LIGHTING TB2DLED-600-80-40-SO-4-BLK-27 LED: 5.2W/FT, 600 277 V 4'-0" LINEAR, 2" WIDE ALUMINUM HOUSING WITH FLUSH ACRYLIC LENS, PENDANT, PINNACLE-EX2D N CEILING X 5 15 5 5 X X CHANGING ROOM 7-DP-1 LUMENS/FT, 4000K, 0-10V DIMMABLE TO 1% AIRCRAFT O NONE X X X BUILDING MOUNT 80+ CRI CABLE THEATRICAL & SEATING DESIGN P NONE X X X PARKING LOT P3B AXIS LIGHTING TB2DLED-1000-80-40-SO-4-BLK-2 LED: 9.9W/FT, 1000 277 V 4'-0" LINEAR, 2" WIDE ALUMINUM HOUSING WITH FLUSH ACRYLIC LENS, PENDANT, PINNACLE-EX2D CONSULTANT Q NONE X X X DIMMED BUILDING MOUNT 77-DP-1 LUMENS/FT 0-10V DIMMABLE TO 1% AIRCRAFT 1 SCHULER SHOOK R NONE X X BUILDING SIGNAGE DELIVERED, 4000K, CABLE 80+ CRI 750 N ORLEANS #400 P4A METEOR LIGHTING AS6-100-308-UNV-DMX(RJ45)-60- LED: 100W, 9000 277 V 6" CYLINDER, DMX DIMMING PENDANT CHICAGO, IL 60654 GENERAL NOTES STD-BLK-AD10 LUMENS DELIVERED, V 312 944 8230 a. WHERE WALL CONTROL AND DIMMING ARE INDICATED, PROVIDE LOW VOLTAGE SWITCH WITH ON/OFF AND RAISE LOWER CAPABILITIES. ALL OTHER 3000K, 80+ CRI SWITCHES TO BE ON/OFF. schulershook.com b. EACH SPACE SHALL HAVE MINIMUM OF ONE ZONE OF CONTROL. WHERE MORE THAN ONE LIGHTING ZONE IS PRESENT, LOWERCASE LETTERING P4B METEOR LIGHTING AS6-60-308-UNV-DMX(RJ45)WD- LED:60W, 6000 277 V 6" CYLINDER, DMX DIMMING PENDANT INDICATES SEPARATE LIGHTING ZONE WITHIN A ROOM. STD-BLK-AD10 LUMENS DELIVERED, c. PROVIDE EACH LOW -VOLTAGE SWITCH WITH FACTORY LABELED BUTTONS INDICATING FUNCTION. WHERE MULTIPLE SWITCHES ARE GROUPED IN A 3000K, 80+ CRI SINGLE LOCATION OR FACEPLATE, PROVIDE ENGRAVED FACEPLATE INDICATING ZONE OR SPACE CONTROLLED. COORDINATE FINAL LABELING WITH R1A FOCAL POINT FSM4L-FL-625LF-40K-1C-UNV-LD LED: 6.5W/FT, 625 277 V 4'-0" LINEAR RECESSED, 0-10V DIMMABLE TO 10% GYP, OWNER. 1-TF-WH LUMENS/FT, 4000K, RECESSED d. DRAWINGS INDICATE AREAS REQUIRING OCCUPANCY SENSOR CONTROL OF LUMINAIRES. FOR EACH ROOM OR AREA WITH OCCUPANCY SENSOR 80+ CRI CONTROL, PROVIDE SENSORS AND RELATED EQUIPMENT AS REQUIRED FOR COMPLETE COVERAGE AND CONTROL SCHEMES AS INDICATED ON PLANS. R1B FOCAL POINT FSM4L-FL-625LF-40K-1C-UNV-LD LED: 6.5W/FT, 625 277 V 5'-0" LINEAR RECESSED, 0-10V DIMMABLE TO 10% GYP, SUBMIT SHOP DRAWINGS INDICATING DEVICE LAYOUT AND CIRCUITING. SEE SPECIFICATIONS. 1-TF-WH LUMENS/FT, 4000K, RECESSED e. EMERGENCY LUMINAIRES IDENTIFIED AS NIGHT LIGHTING (NL) SHALL BE CONNECTED UNSWITCHED TO THE INDICATED EMERGENCY POWER CIRCUIT . 80+ CRI f. EMERGENCY LIGHTING CONTROL: R1C FOCAL POINT FSM4L-FL-875LF-40K-1C-UNV-LD LED: 9.25W/FT, 875 277 V 4'-0" LINEAR RECESSED, 0-10V DIMMABLE TO 10% GYP, 1. UNLESS INDICATED AS A NIGHTLIGHT (NL), EMERGENCY LIGHTING SHALL: 1-TF-WH LUMENS/FT, 4000K, RECESSED • BE PROVIDED WITH AN EMERGENCY RELAY FOR EACH LIGHTING CONTROL ZONE. RELAY SHALL BE COMPATIBLE WITH DIMMING 80+ CRI CONTROLS SPECIFIED FOR EACH SPACE. • BE CONTROLLED WITH THE NORMAL LUMINAIRES OF THE SAME ZONE WHEN NORMAL POWER IS PRESENT. R2 LITHONIA 2BLT4- LED: 30W, 3000 277 V 2X4 VOLUMETRIC TROFFER, 0-10V DIMMABLE TO 1% GRID, -30L-ADSM-277-GZ1-LP840 LUMENS DELIVERED, RECESSED 2. (PROVIDE A UL1008 RELAY (BRANCH CIRCUIT EMERGENCY LIGHTING TRANSFER SWITCH) FOR EACH INTERIOR ZONE WHERE ALL OF THE 4000K, 80+ CRI LUMINIAIRES WITHIN A ROOM/SPACE ARE ON EMERGENCY POWER. 3. PROVIDE A UL1008 RELAY (BRANCH CIRCUIT EMERGENCY LIGHTING TRANSFER SWITCH) FOR EACH EXTERIOR LIGHTING ZONE WHERE LUMINAIRES R3 MARK LIGHTING SPRLED-LOP-8FT-RLP-FL-80CRI- LED: 3.4W/FT, 400 277 V 8'-0" LINEAR RECESSED, 0-10V DIMMABLE TO 10% CEILING, ARE ON EMERGENCY POWER. 40K-400LMF-MIN1-277 LUMENS/FT RECESSED 4. PROVIDE A UL924 RELAY (AUTOMATIC LOAD CONTROL RELAY) FOR REMAINING APPLICATIONS. DELIVERED, 4000K, g. INCLUDE AUXILIARY RELAYS ON THE OCCUPANCY SENSORS FOR MECHANICAL CONTROLS. 80+ CRI S1 GOTHAM ICO4SC-40/15-AR-LSS-50D-277-G LED: 15W, 1500 277 V 4" ROUND CYLINDER DOWNLIGHT, 0-10V DIIMABLE TO 10% CEILING, Z10-JBX-DSPD LUMENS DELIVERED, SURFACE REMARKS 4000K, 80+ CRI 1 1. SPACE IS PART OF THE PATH OF EGRESS. WHEN OCCUPANCY IS NOT DETECTED FOR DESIGNATED TIME -OUT INTERVAL, LIGHTS TO DIM TO 10% OUTPUT. S2A HUBBELL MPS-4- -40-VW-C-N-E-U-MB LED: 26.5W, 3100 277 V 4'-0" LED STRIPLIGHT, CURVED ACRYLIC LENS, NARROW DISTRIBUTION SURFACE LITHONIA-CLX WHEN OCCUPANCY IS DETECTED BRING LIGHTS TO FULL OUTPUT. LUMENS DELIVERED, 4000K, 80+ CRI S2B HUBBELL MPS-4- -40-VW-F-W-E-U-MB LED: 26.5W, 3100 277 V 4'-0" LED STRIPLIGHT, FLAT ACRYLIC LENS, WIDE DISTRIBUTION SURFACE LITHONIA-CLX LUMENS DELIVERED, 4000K, 80+ CRI S3 LIGHTOLIER S10R-8-40K-22-BK-Z10U LED: 24.6W, 2200 277 V 10" ROUND DOWNLIGHT, 0-10V DIMMING, WET LOCATION CEILING, LUMENS, 4000K, 80+ 1 SURFACE 1 CRI S4 LITHONIA XVML-L48-5000LM-MVOLT-40K-8 LED: 49W, 5300 120 V VAPOR TIGHT, SURFACE MOUNT, POLYCARBONATE HOUSING, IP65 SURFACE REVISIONS SCHEDULE 0CRI LUMENS DELIVERED, RATED 4000K, 80+ CRI MARK DATE DESCRIPTION S5A ECOSENSE F170-2H-40-8-E1-K-H-C LED: 78W, 4900 277 V SPOTLIGHT, 15 DEGREE X 60 DEGREE OPTICS, WET LOCATION SURFACE LUMENS DELIVERED, 1 7/14/2020 ADDENDUM #1 4000K, 80+ CRI S5B ECOSENSE F170-2H-40-8-40-K-H-C LED: 78W, 8000 277 V SPOTLIGHT, 40 DEGREE FLOOD OPTICS, WET LOCATION SURFACE LUMENS DELIVERED, 4000K, 80+ CRI S6A AXIS LIGHTING TB2SLED-800-80-40-SO-4-BLK-27 LED: 7.8W/FT, 800 277 V 4'-0" LED LINEAR, BLACK POWER COAT FINISH, 0-10V DIMMABLE TO 1% CEILING, PINNACLE-EX2D 7-DP-1 LUMENS/FT SURFACE 1 DELIVERED, 4000K, 80+ CRI S6B AXIS LIGHTING TB2SLED-1000-80-40-SO-4-BLK-2 LED: 9.9W/FT, 1000 277 V 4'-0" LED LINEAR, BLACK POWDER COAT FINISH, 0-10V DIMMABLE TO 1% CEILING, PINNACLE-EX2D 77-DP-1 LUMENS/FT SURFACE 1 DELIVERED, 4000K, 1 80+ CRI T1 BRUCK 350430-21LM-30K-90-120-ELV-BK LED: 19W/HEAD, 2000 120 V TRACK MOUNTED FIXTURE, WHITE FINISH, ADJUSTABLE BEAM CONTROL, TRACK -ECOBK LUMENS DELIVERED, ELV DIMMING, ECO SINGLE CIRCUIT TRACK (370GES), WHITE FINISH, 3500K, 90+ CRI PROVIDE ALL ACCESSORIES FOR A FULL INSTALLATION. PROVIDE TRACK LENGTHS AND TRACK HEAD QUANTITIES AS SHOWN ON DRAWINGS W1 LUMENPULSE LOG LED: 20W, 1100 277 V 4' LINEAR WITH EXTENDED WALL ARM MOUNT, 10 DEGREE BY 90 WALL, ASHRAE-277-48-40K-10X90-WAM LUMENS DELIVERED, DEGREE OPTICS, 0-10V DIMMING SURFACE 12-SI-DIM 4000K, 80+ CRI W2 COLUMBIA CWM2-40MWSM-FRFA-EDU LED: 17W, 2000 277 V 2'-0" LINEAR VANITY, ALUMINUM HOUSING, FROSTED RECTILINEAR WALL, EVERGREEN LUMENS DELIVERED, ACRYLIC LENS, 0-10V DIMMABLE TO 10% SURFACE LIGHTING-SHVNY 1 4000K, 80+ CRI W3 MARK LIGHTING S4LWD-LCB-4FT-MSL4-80CRI-40 LED:37.2W, 4000 277 V 4'-0" LED LINEAR, FLAT ACRYLIC LENS, TEXTURED BLACK PAINTED STEEL WALL, 3 K-1000LMF- MIN1-277-BLKT LUMENS DELIVERED, HOUSING, 0-10V DIMMABLE TO 10% SURFACE 4000K, 80+ CRI W4 MARK LIGHTING S2LWD-LLP-8FT-MSL8-80CRI-40 LED: 3.7W/FT, 428 277 V 8'-0" LINEAR RECESSED, WALL GRAZING OPTICS, DIMMABLE TO 1% WALL, K-400LMF-WG-MIN1- LUMENS/FT SURFACE -277-BLKT-ZT DELIVERED, 4000K, 80+ CRI W5 COLE LIGHTING VS-WG LED: 7W, 500 120 V DRESSING ROOM VANITY LIGHT, NEC 520 COMPLIANT, LENGTH AS WALL, BELFER LUMENS DELIVERED, INDICATED ON PLANS, 12 INCH LAMP SPACING, POLISHED STAINLESS SURFACE 1 3000K, 90+ CRI STEEL FINISH, 90 + LIGHTING (SE-350.040) G25 LED LAMP WITH HIGH CRI, PHASE DIMMING LCCS AUDITORIUM AND W6A WINONA STEP13-INT-6LONG-L-LST2A-WH LED: 5W, 200 277 V 6" LONG LED STEP LIGHT, 0-10V DIMMING WALL, 2 T40K-MVOLT-DMD-BSS LUMENS DELIVERED, RECESSED CTE ADDITIONS 4000K, 80+ CRI W6B WINONA STEP13-WL-6LONG-L-LST2A-WH LED: 5W, 200 277 V 9" LONG LED STEP LIGHT, WET LOCATION WALL, 2 T40K-MVOLT- -BSS LUMENS DELIVERED, RECESSED 4000K, 80+ CRI PROJECT: 18306 DATE: 06/30/2020 W7 LUMENWERX WALWDI-HLO-LED-80-500-30-8FT LED: 3.9W/FT, 500 277 V CONTINUOUS WALL LINEAR, 0-10V DIMMABLE TO 1% WALL, ALIGHT-AXL © COPYRIGHT BVH ARCHITECTURE -UNV-D1-1-DMB-AL LUMENS/FT SURFACE 1 DELIVERED, 3000K, 80+ CRI W8 LITHONIA WDGE2 LED: 23W, 3000 277 V EXTERIOR WALL PACK WALL, LED-P3-40K-80CRI-CW-MVOLT-S LUMENS DELIVERED, SURFACE RM-DNAXD 4000K, 80+ CRI W9 WINONA STEP12-SQU-L-LST1A-350MA-BL LED: 3W, 25 LUMENS, 277 V PATHWAY STEPLIGHT, SHORT DISTRIBUTION, SEMI-GLOSS BLACK WALL, © COPYRIGHT 2020 20197268 U-MVOLT-DMD-SGB BLUE COLOR FINISH, STANDARD DRIVER RECESSED Permission to reproduce all or part of this drawing is hereby W10 LUCIFER SSL1-1-SS-80L02B-30 LED: 3W, 33 LUMENS 277 V PATHWAY STEPLIGHT, STAINLESS STEEL CASTING, POWDERCOAT WALL, PERFORMANCE IN granted solely for the limited purpose of construction of this DELIVERED, 4000K, FINISH, DMX DIMMING RECESSED LIGHTING - INSERT+ZERO 1 project or archiving. Unauthorized copying, disclosure or 80+ CRI construction use without written permission of Alvine X1 LITHONIA EDG- -1-RMR LED 277 V EDGE LIT EXIT SIGN, SINGLE FACE, RED LETTERS, MIRRORED UNIVERSAL, 4 Engineering is prohibited by copyright law. BACKGROUND SEE PLANS X2 LITHONIA EDG- -2-RMR LED 277 V EDGE LIT EXIT SIGN, DOUBLE FACE, RED LETTERS, MIRRORED UNIVERSAL, 4 BACKGROUND SEE PLANS NOTE: X3 LITHONIA LV-S-W-1-R-120/277-UM LED 277 V VANDAL RESISTANT EXIT SIGN, SINGLE FACE, RED LETTERS, WHITE UNIVERSAL, 4 DO NOT SCALE DRAWINGS. VERIFY ALL DIMENSIONS HOUSING SEE PLANS and clearances from ARCHITECTURAL, STRUCTURAL, shop X4 LITHONIA EDGR-1-RMR-WM LED 277 V EDGE LIT EXIT SIGN, RECESSED, SINGLE FACE, RED LETTERS, BACK and other appropriate drawing or at site. Lay out and MIRRORED BACKGROUND MOUNTED coordinate all work prior to installation to provide clearances required for operation, maintenance, and codes and verify non -interference with other work. DO NOT FABRICATE GENERAL NOTES a. SEE SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS. PRIOR TO VERIFICATION OF CLEARANCE FOR ALL b. CONTRACTOR TO VERIFY LUMINAIRE CATALOG NUMBER AND INSTALLATION REQUIREMENTS PRIOR TO ORDERING. TRADES. READ SPECIFICATIONS. c. LUMINAIRE NUMBERS INDICATED WITH LETTER "E" SHALL BE PROVIDED WITH AN EMERGENCY BATTERY PACK. d. LISTED ALTERNATE MANUFACTURERS ARE PERMITTED TO BID AN EQUIVALENT LUMINAIRE WHICH COMPLIES WITH THE PRODUCT REQ UIREMENTS IDENTIFIED IN THIS SCHEDULE AND THE SPECIFICATIONS ELECTRICAL WITHOUT SUBMITTING A PRIOR APPROVAL REQUEST. ALTERNATE LUMINAIRES WILL BE REVIEWED DURING THE SUBMITTAL PROCESS AND THE MANU FACTURER WILL BE RESPONSIBLE TO PROVIDE A LUMINAIRE WHICH MEETS THE PRODUCT REQUIREMENTS. WHERE AN ALTERNATE MANUFACTURER IS NOT LISTED, A PRIOR APPROVAL REQUEST MUST BE SUBMIT TED IN ACCORDANCE WITH THE SPECIFICATIONS INWHICH MEETS THE PRODUCT WHICH SCHEDULES MEETS THE PRODUCT REQUIREMENTS. WHERE AN ALTERNATE MANUFACTURER IS NOT LISTED, A PRIOR APPROVAL REQUEST MUST BE SUBMITTED IN ACCORDANCE WITH THE SPECIFICATIONS IN ORDER TO BID THAT MANUFACTURER'S PRODUCT.
REMARKS 1. MOUNTING HEIGHT OF 9' -0" AFF UNLESS NOTED OTHERWISE. 2. MOUNTING HEIGHT OF 18" AFF UNLESS NOTED OTHERWISE. 3. MOUNTING HEIGHT OF 8' -0" AFF UNLESS NOTED OTHERWISE. 4. REFER TO DRAWINGS FOR MOUNTING REQUIREMENTS SUCH AS WALL MOUNT, END MOUNT, CEILING MOUNT AND PROVIDE FIXTURES ACCORDINGLY. PR OVIDE DIRECTION ARROWS AS SHOWN ON DRAWINGS. E6.2 7/13/2020 1:05:21 PM 1:05:21 7/13/2020