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HomeMy WebLinkAbout400 S Baldwin Ave - 2022 - TI IMAX at AMC RenovationAMC Santa Anita 16 Aud 8 400 S Baldwin Ave, Suite 940-U Arcadia, CA, 91007 Baldwin Avenue Baldwin Avenue Huntington Drive Huntington Drive C olo ra d o Pla c e Project Information Project Address: Description: Theatre auditorium (#8) interior renovation. Provide new mechanical and electrical for new projection system in booth and new speakers in the auditorium. New projector/view port windows. New row seating risers, stairs and knee walls for new seating and new finishes in the auditorium. New interior auditorium entry and signage. -NO CHANGE OF USE -OCCUPANT LOAD WILL BE REDUCED -THE AUDITORIUM GENERAL HOUSE LIGHTING WILL BE AUTOMATICALLY TURNED ON AND POWER TO THE PROJECTORS WILL BE AUTOMATICALLY SHUT OFF WHEN THE ALARM IS ACTIVATED -IF IT IS DETERMINED THAT ANY WORK SHALL NEED TO BE DONE TO THE EXISTING FIRE SPRINKLER SYSTEM THE CONTRACTOR OR SUBCONTRACTOR PERFORMING THIS WORK SHALL SUBMIT DRAWINGS TO THE AUTHORITY HAVING JURISDICTION FOR REVIEW AND APPROVAL BEFORE STARTING WORK. -ALL NEW FINISH MATERIALS TO BE CLASS I (or A) New Project Code Applications: All work shall comply with currently adopted national, state and city municipal codes Arcadia, CA, Adopted Codes: 2019 California Building Code (2018 International Building Code) 2019 California Mechanical Code (2018 International Mechanical Code) 2019 California Plumbing Code (2018 International Plumbing Code) 2019 California Electrical Code (2017 National Electrical Code) 2019 California Fire Code (2018 International Fire Code) 2019 California Existing Building Code 2019 California Green Building Standards 2019 California Energy Code California disable access and energy conservation regulations specified in Title 24 of the California Code of regulations 2012 International Fuel Gas Code 2010 ADA Standards for Accessible Design Latest NFPA 13 -Installation of Fire Sprinkler System Latest NFPA 72 -Installation of Fire Alarm AMC Santa Anita 400 S Baldwin Ave, Suite 940-U Arcadia, CA 91007 Existing Unchanged Construction Type:I-A (1-FR) Existing Unchanged Occupancy (Auditorium):A-1 (A-3 per previous/recent permit, 2001 CBC) Existing Unchanged Building Height:2 stories (Entry Level and Mezzanine) Existing Unchanged Theatre Area:87,779 sf Existing Unchanged Auditorium Area: 5,215 sf (Area of Proposed Work) Existing Unchanged Booth Area: 315 sf (Area of Proposed Work) Existing Unchanged Automatic Fire Suppression:Fully Sprinklered New Design Occupant Load:225 No new parking or landscaping are in the scope of work of this permit. Egress and Exits (Door Width):.2" X Occupant Load Re: Fire Resistive Requirements: Primary Structural Frame 3 hr Exterior Bearing Walls 4 hr Interior Bearing Walls 3 hr Nonbearing Walls and Partitions 4 hr Interior Partition Walls 1 hr Floor Construction/Secondary Members 2 hr Roof Construction 2 hr Existing primary structural frame, exterior bearing walls, interior bearing walls, floor construction and roof construction are unchanged in this project. Note: Before removal or installation of tritium exit signs, email Facilities@AMCtheatres.com for information required by Nuclear Regulatory Commission paperwork. Include theatre general manager in all email and other communications about this item. /A9.A0 ? ?Door Number North Arrow ? ? Room Name Room Number Graphic Scale Detail Number Origin Sheet Number Scale Detail Number Sheet Number Elevation Mark Detail Reference Detail Number Sheet Number Interior Elevation Revision Reference ?Ceiling Height ?Wall Type Tag Annotations and Symbols Section Reference A1 30.01 A1 30.01 View Name 1/8" = 1'-0" View Title NORTH Name Elevation 0 2'4'8' A1 30.01 Detail Number Sheet Number A1G1 A1 4 New Seat Count Fixed 220 Accessible 5 Total 225 Original Seat Count Fixed 270 Accessible 5 Total 275 Area of Proposed Work, Auditorium #8 Auditorium: 5,215 sf Booth: 315 sf Total: 5,530 sf Auditorium #8 1 Seating Summary ALL SEATING TO BE Telescopic Rocker Deluxe Fixed 220 Accessible 5 Total 225 (5) Companion Seats Provided (per 2019 CBC, Re: 11B-221.3 and 11B-802.3) (2) Designated Aisle Seats Required 24 Aisle seats x 5% = 1.2 Designated Aisle Seats Provided (per 2019 CBC, Re: 11B-221.4 and 11B-802.4) Diagonal dimension of area being served = 84'-10" 3' - 6 " 4' - 5 " Ma t c h l i n e Ma t c h l i n e 3' - 6 " 75 The separation distance between the exit access points of the auditorium (29'-0") is more than 1/3 (sprinkled) of the diagonal distance of the area being served (84' -10" / 3 = 28'-4") 151' 103' CBC 1005.3.2 Door B: Exit Door with Panic bar to exterior. (1) 36" door with a 33" opening. Required opening:with 75 Occupants @ .2" = 15" Existing 1-hour wall (U495) Existing 2-hour wall (U493) Egress line below, Re:/A9 A0 Dimension between exit points = 29'-0" 1 1 Exit access points 1 Ma t c h l i n e 150 Ma t c h l i n e 4'-2" 3' - 1 1 " 4' - 5 " Lobby CBC 1005.32 Door A:Exits Doors with no latch to Lobby (1) 36" new door with a 33" opening. Required opening: with 150 Occupants @ .2" = 30" Exit access point 1 CBC 1029.12.2.1 Row Depth Seat depth Row Depth (Worst case) Clearance Provided 20.75" ((25 Seats -14 Seats ) x .3") + 12" = 15.3" REQ. CBC 1029.6.1 Aisle Widths Max step height 7" Occupants (worst case 154/2)77 Single Handrail Service factor 0.075" Aisle Capacity Service factor 0.3" Required width = 77 Occ. x .375 = 28.75" Designed Aisle Width 41" Egress Code Calculations IMAX at AMC Renovation Construction Documents AMC Santa Anita 16 - Auditorium #8 400 S. Baldwin Ave., Suite 940-U, Arcadia, CA 91007 Checked By Drawn By Project Number:Copyright 2022c ISSUED FOR: A 1 32 242322212019181716151413121110987654 2 31 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 B C D E F G H J K L M N P Q R Ga s t i n g e r W a l k e r Ar c h i t e c t s | I n t e r i o r D e s i g n e r s | C o n s t r u c t i o n M a n a g e r s 81 7 W y a n d o t t e K a n s a s C i t y M i s s o u r i 6 4 1 0 5 8 1 6 . 4 2 1 . 82 0 0 g a s t i n g e r w a l k e r . c o m MEP Structural Copyright © 2022 American Multi-Cinema Inc. Professional Certification: I, William Kevin Harden, certify that these documents were prepared or approved by me and that I am a duly licensed architect under the laws of the State of California, license number C-35744, expiration date 9/30/2023. Revision Date Permit Submittal 15902 Midland Drive Shawnee, Kansas 66217 mail@hbengineerskc.com (913) 362-9090 phone C:\Users\nfan\Documents\2022-0922_IMAX at AMC Santa Anita 16 - Aud 8 - 26 Inch Rocker Deluxe_nfan4QK8K.rvt A0 Cover Sheet EN BS 2022.162 24 June 2022 AMC Entertainment 11500 Ash Street Leawood, Kansas 66211 888.262.4386 IMAX Renovation Santa Anita 16 Auditorium #8 400 S. Baldwin Ave., Suite 940-U Arcadia, CA 91007 Not to Scale A18 Site Location Map Sheet Index Architectural A0 Cover Sheet A0.1 Specifications A0.2 Specifications A0.3 Specifications A0.4 Building Egress A0.5 Building Egress A0.6 As-Built Information A0.7 As-Built Information A1.0 Accessibility Compliance A1.1 Accessibility Compliance A1.2 Accessibility Compliance A2.0 Green Building Compliance A2.1 Green Building Compliance A2.2 Green Building Compliance A2.3 Green Building Compliance A3 Demolition Plan A4 Floor Plan A5 Reflected Ceiling Plan A6 Projection Equipment Room Plans A7 Section/Elevations A8 Section/Elevations A9 Vomitory Plans A10 Entry Portal Plans A11 Entry Portal RCP & Elevations A12 Entry Portal Details A13 Auditorium Details A14 Auditorium Details A15 Auditorium Details A16 Seat Numbering Plan A17 Finish Plans A18 Alternate 1 & 2 Plans & Elevations Mechanical, Electrical, Plumbing ME1 Symbols Legend & Specifications M0.1 Mechanical Codes M0.2 Mechanical Codes M1 IMAX Booth Mechanical Plans M2 Roof Mechanical Plan E0.1 Electrical Codes E0.2 Electrical Codes E0.3 Electrical Codes E0.4 Electrical Codes E1 IMAX Booth Electrical Plans E2 IMAX Auditorium Electrical Plan E3 IMAX Auditorium Electrical Ceiling Plans E4 IMAX Entry Portal Electrical Plans E5 IMAX Auditorium Low Voltage Plan E6 IMAX Low Voltage Details E7 IMAX Line Voltage Details E8 Electrical Details & Schedules E9 Electrical Details, Schedules & Riser Diagram E10 IMAX Photometric Plans 0 15' 30' 60' Auditorium #8 Partial Axonometric View 0 2'8" 5'4"10'8" Structural S0.1 General Notes S0.2 Typical Details S0.3 Typical Details S0.4 Typical Details S0.5 Typical Details S0.6 Typical Details S1.1 Riser Framing Plan S3.1 Sections & Details S3.2 Sections & Details TRUE NORTH Not to Scale F18 Key Plan 3/32" = 1'-0" A1 Auditorium #8 - Auditorium Exiting Plan 3/32" = 1'-0"A7 A9 Auditorium #8 - Vomitory Exiting Plan 0 2'8" 5'4" 10'8" NORTH NORTH NORTH NORTH 1 1 1 1 1 City Comment 22 September 2022 Landlord acknowledges Tenant’s intent to expedite permitting by thesubmission of these drawings for Plan Check through the Authorities havingjurisdiction over Tenant’s construction. This acknowledgement by Landlorddoes not constitute an assumption of responsibility by Landlord for theaccuracy or sufficiency of Tenant’s drawings as intended for construction orpermitting, nor act to substitute Landlord’s approval of Tenant’s FinalWorking Drawings. The sole purpose of this stamp is to expedite Tenant’spermitting efforts, and in no way supersedes any provision of Tenant’sLease. It is the responsibility of the Tenant, Tenant’s Consultants, andTenant’s General Contractor to field verify all site conditions to ensure thework represented herein, satisfactorily meets Landlord’s design criteria andthe requirements of all local, state, and Federal building codes, laws, acts,rules, regulations, ordinances, permitting requirements, inspections, andreviews, including but not limited to the American’s with Disabilities Act, andFire Life Safety. PERMIT SUBMISSION APPROVAL ONLY URW REPRESENTATIVE DATE wagner.benites 12/20/2022 Checked By Drawn By Project Number:Copyright 2022c ISSUED FOR: A 1 32 242322212019181716151413121110987654 2 31 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 B C D E F G H J K L M N P Q R Ga s t i n g e r W a l k e r Ar c h i t e c t s | I n t e r i o r D e s i g n e r s | C o n s t r u c t i o n M a n a g e r s 81 7 W y a n d o t t e K a n s a s C i t y M i s s o u r i 6 4 1 0 5 8 1 6 . 4 2 1 . 82 0 0 g a s t i n g e r w a l k e r . c o m MEP Structural Copyright © 2022 American Multi-Cinema Inc. Professional Certification: I, William Kevin Harden, certify that these documents were prepared or approved by me and that I am a duly licensed architect under the laws of the State of California, license number C-35744, expiration date 9/30/2023. Permit Submittal 15902 Midland Drive Shawnee, Kansas 66217 mail@hbengineerskc.com (913) 362-9090 phone C:\Users\nfan\Documents\2022-0922_IMAX at AMC Santa Anita 16 - Aud 8 - 26 Inch Rocker Deluxe_nfan4QK8K.rvt A0.1 Specifications EN BS 2022.162 24 June 2022 AMC Entertainment 11500 Ash Street Leawood, Kansas 66211 888.262.4386 IMAX Renovation Santa Anita 16 Auditorium #8 400 S. Baldwin Ave., Suite 940-U Arcadia, CA 91007 Section 016000-Product Requirements Basis-of-Design Product Specification: A specification in which a specific manufacturer's product is named and accompanied by the words "basis-of-design product," including make or model number or other designation, to establish the significant qualities related to type,function, dimension, in-service performance, physical properties, appearance, and other characteristics for purposes of evaluating comparable products of additional manufacturers named in the specification. Comparable Product Requests: Submit request for consideration of each comparable product. Identify product or fabrication or installation method to be replaced. Include Specification Section number and title and Drawing numbers and titles. 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. Special Warranties: Prepare a written document that contains appropriate terms and identification, ready for execution. Product Requirements: Provide products that comply with the Contract Documents, are undamaged and, unless otherwise indicated, are new at time of installation. Provide products complete with accessories, trim, finish, fasteners, and other items needed for a complete installation and indicated use and effect. 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. 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. 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. Comparable products: For architect to consider, the Contractor will provide the following: Evidence that the proposed product does not require revisions to the Contract Documents that it is consistent with the Contract Documents and will produce the indicated results,and that it is compatible with other portions of the Work. Detailed comparison of significant qualities of proposed product with those named in the Specifications. Significant qualities include attributes such as performance, weight, size, durability, visual effect, and specific features and requirements indicated. If these conditions are not satisfied, the architect may return requests without action. Section 017300-Execution A. Cutting and Patching: Comply with requirements for and limitations on cutting and patching of construction elements. 1. Structural Elements: 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. 5. Employ skilled workers to perform cutting and patching. Proceed with cutting and patching at the earliest feasible time, and complete without delay. Provide temporary support of work to be cut. 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. 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. 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. 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. D. 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. Locate the Work and components of the Work accurately, in correct alignment and elevation. Comply with manufacturer's written instructions and recommendations for installing products in applications indicated. Install products at the time and under conditions that will ensure the best possible results. 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. Allow for building movement, including thermal expansion and contraction. 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. Cleaning: Clean Project site and work areas daily, including common areas. Enforce requirements strictly. Dispose of materials lawfully. Maintain Project site free of waste materials and debris. Keep installed work clean. Clean installed surfaces according to written instructions of manufacturer or fabricator of product installed, using only cleaning materials specifically recommended. Provide final protection and maintain conditions that ensure installed Work is without damage or deterioration at time of Substantial Completion. Starting and Adjusting: Start equipment and operating components to confirm proper operation. Remove malfunctioning units, replace with new units, and retest. Adjust equipment for proper operation. Adjust operating components for proper operation without binding. Test each piece of equipment to verify proper operation. Test and adjust controls and safeties. Replace damaged and malfunctioning controls and equipment. Section 017700-Closeout Procedures Substantial Completion Procedures: 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. A minimum of 10 days prior to requesting inspections for determining date of Substantial Completion, submit Certificates of Release, closeout submittals required under other sections, maintenance materials, test and balance reports, changeover information related to Owner’s occupancy including insurance, keys, owner personnel operation and maintenance training and utility turnover, complete startup and testing of systems and equipment, remove temporary facilities and construction, clean and touch-up and restore marred finishes. Submit a written requests for inspection to determine Substantial Completion at least 10 days prior. Complete repair and restoration operations before requesting inspection for determination of Substantial Completion. Final Completion: Before requesting final inspection for determining final completion, complete a final Application for Payment, submit a certified list of incomplete items acceptable to the Architect and certificates of insurance. Submit a written request for a final inspection. Submit written warranties. Final Cleaning: Conduct cleaning and waste-removal operations to comply with local laws and ordinances and Federal and local environmental and antipollution regulations. Employ experienced professional cleaners for final cleaning. Clean each surface or unit to condition expected in an average commercial building cleaning and maintenance program. Comply with manufacturer's written instructions. Section 017839-Project Record Documents Record Drawings: Submit one set of marked-up prints and annotated PDF electronic files. Maintain one set of marked-up paper copies of the Contract Drawings and Shop Drawings, incorporating new and revised drawings as modifications are issued. 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. Record Specifications: Submit one paper copy or annotated PDF electronic file. Mark Specifications to indicate the actual product installation where installation varies from that indicated in Specifications, addenda, and contract modifications. Record Product Data: Submit annotated PDF electronic files. Mark Product Data to indicate the actual product installation where installation varies substantially from that indicated in Product Data submittal. Miscellaneous Record Submittals: Submit annotated PDF electronic files. Assemble miscellaneous records required by other Specification Sections or as required for Owner for miscellaneous record keeping and submittal in connection with actual performance of the Work. Bind or file miscellaneous records and identify each, ready for continued use and reference. Section 013300-Submittal Procedures Submittal Schedule: Submit a schedule of submittals, arranged in chronological order by dates required by construction schedule. Include time required for review, ordering, manufacturing, fabrication, and delivery when establishing dates. Include additional time required for making corrections or revisions to submittals noted by Architect and additional time for handling and reviewing submittals required by those corrections. Architect will furnish Contractor one set of digital data drawing files of the indicated Contract Drawings for use in preparing Shop Drawings and Project record drawings. Architect makes no representations as to the accuracy or completeness of digital data drawing files as they relate to the Contract Drawings. Contractor shall execute a data licensing agreement provided by Architect. Processing Time: Allow time for submittal review, including time for resubmittals, as follows. Time for review shall commence on Architect's receipt of submittal. No extension of the Contract Time will be authorized because of failure to transmit submittals enough in advance of the Work to permit processing, including resubmittals. 1. Initial Review: Allow 5 working days for initial review of each submittal. Allow additional time if coordination with subsequent submittals is required. Architect will advise Contractor when a submittal being processed must be delayed for coordination. 2. Intermediate Review: If intermediate submittal is necessary, process it in same manner as initial submittal. 3. Resubmittal Review: Allow 5 working days for review of each resubmittal. 4. Sequential Review: Where sequential review of submittals by Architect's consultants, Owner, or other parties is indicated, allow 10 working days for initial review of each submittal. 5. Concurrent Consultant Review: Where the Contract Documents indicate that submittals may be transmitted simultaneously to Architect and to Architect's consultants, allow 5 working days for review of each submittal. Submittal will be returned to Architect before being returned to Contractor. General Submittal Procedure Requirements: Prepare and submit submittals for all individual Specification Sections. Types of submittals shall be standard practice for the specific section as not all necessary submittals are delineated in each specification section. Therefore, even if specific submittal types are not delineated in the sections, the contractor shall provide due diligence in submittal pertinent material. Submit electronic submittals via email as PDF electronic files, unless otherwise indicated. Delegated design services: 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 not sufficient to perform services or certification required, submit a written request for additional information to Architect. Delegated-Design Services Certification: In addition to Shop Drawings, Product Data, and other required submittals, submit digitally signed PDF electronic file and three paper copies 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. Contractor’s review: Review each action and informational submittal and check for coordination with other Work of the Contract and for compliance with Contract Documents. Note corrections and field dimensions. Mark with approval stamp before submitting to Architect. Architect’s Action: For Action submittals, architect will review each submittal, make marks to indicate corrections or revisions required, and return it. Architect will stamp each submittal with an action stamp and will mark stamp appropriately to indicate action. Section 014000-Quality Requirements Testing and inspecting services are required to verify compliance with requirements specified or indicated. These services do not relieve Contractor of responsibility for compliance with the Contract Document requirements. 1. Specific quality-assurance and -control requirements for individual construction activities are specified in the Sections that specify those activities. Requirements in those Sections may also cover production of standard products. 2. Specified tests, inspections, and related actions do not limit Contractor's other quality-assurance and -control procedures that facilitate compliance with the Contract Document requirements. 3. Requirements for Contractor to provide quality-assurance and -control services required by Architect, Owner, or authorities having jurisdiction are not limited by provisions of this Section. 4. Specific test and inspection requirements are not specified in this Section. Conflicting Requirements: Referenced Standards: If compliance with two or more standards is specified and the standards establish different or conflicting requirements for minimum quantities or quality levels, comply with the most stringent requirement. Refer conflicting requirements that are different, but apparently equal, to Architect for a decision before proceeding. Minimum Quantity or Quality Levels: The quantity or quality level shown or specified shall be the minimum provided or performed. The actual installation may comply exactly with the minimum quantity or quality specified, or it may exceed the minimum within reasonable limits. To comply with these requirements, indicated numeric values are minimum or maximum, as appropriate, for the context of requirements. Refer uncertainties to Architect for a decision before proceeding. Special Tests and Inspections: Conducted by a qualified special inspector as required by authorities having jurisdiction, as indicated in individual Specification Sections. Repair and Protection: General: On completion of testing, inspecting, sample taking, and similar services, repair damaged construction and restore substrates and finishes. Provide materials and comply with installation requirements specified in other Specification Sections or matching existing substrates and finishes. Restore patched areas and extend restoration into adjoining areas with durable seams that are as invisible as possible. Section 015000-Temporary Facilities and Controls 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. A. Coordinate with owner, the location of all temporary facilities, including offices, equipment and use of existing building, utilities and site built conditions. Provide facilities necessary for hoisting materials and personnel. Use of new or existing stairs for construction traffic will be permitted, provided stairs are protected and finishes restored to new condition at time of Substantial Completion. Coordinate with Owner for permission to use any existing elevators, including time of use restrictions and temporary protection of finishes requirements. 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. 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 work day. Maintain temporary egress from existing occupied facilities as indicated and as required by authorities having jurisdiction. : 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. 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. Avoid trapping water in finished work. Document visible signs of mold that may appear during construction. Do not change over from using temporary security and protection facilities to permanent facilities until Substantial Completion B. Isolation of Work Areas in Occupied Facilities: Prevent dust, fumes, and odors from entering occupied areas. 1. Prior to commencing work, isolate the HVAC system in area where work is to be performed according to coordination drawings. 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. 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. LM : 0 3 / 0 4 / 1 9 AMC Sheet Specifications for Premium Large Format Auditoriums Division 1 General Requirements apply to the Work of all sections in the specifications. Section 011000-Summary: Owner: American Multi-Cinema, Inc. Architect: GastingerWalker&. Architect Representative: Matt Wild. Phone: 816.569.0835. Email: mwild@gastingerwalker.com Work consists of the following: Remodeling AMC existing theatre, including the auditorium, lobby, projection system and associated projection port, sound racks and projection screen material and new seating, railings, speakers, floor and wall finishes. Work will be conducted in a single phase. Before commencing work, submit an updated copy of Contractor’s construction schedule showing the sequence, commencement and completion dates for all milestones of the Work. Cooperate fully with separate contractors and concurrent work and coordinate the work of this contract with work performed under separate contracts. Owner will furnish products indicated. The Work includes receiving, unloading, handling, storing, protecting and installing Owner-furnished products and making building service connections, including Auditorium seats, carpet, and aisle lighting. Owner will occupy site and existing building 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. Contractor shall have limited use of Project site. Limit use of Project site to work in areas indicated. Maintain portions of existing building affected by construction operations in a weathertight condition throughout construction period.Repair damage caused by construction operations. Notify Owner not less than 72 hours in advance of activities that will affect Owner’s operations. Do not interrupt utilities serving facilities occupied by Owner or others and coordinate operations that may result in high levels of noise and vibration, odors or other disruption to Owner occupancy unless permitted under the following conditions: Notify Owner not less than 2 days in advance of proposed utility or disruptive operations OR obtain Owner’s written permission before proceeding with utility or disruptive operations. Provide temporary utility service as required in association with utility interruptions. Owner-Furnished Products A. Owner will furnish products indicated. The General Contractor’s Work includes receiving, unloading, handling, storing, protecting, and installing (some items) Owner-furnished products and making building services connections. 1. Auditorium Seats. 2. Carpet. 3. Aisle Lighting. 4. Entry Portal Monitors. 5. Tempo HLS Fixtures. 6. All speakers 7. Projection Equipment. 8. Audio Equipment. 9. Seat and Platform Transducers. 10. Screen frame and screen sheet (structural reinforcement of the building, if required, is provided by the General Contractor). 11. Projection Port and View Port windows Required Suppliers and Installers A. The tenant (AMC Theatres) has evaluated and determined the following companies are qualified to supply and install materials for portions of the Work. As such, the General Contractor is required to provide those materials and services from these specific proprietary companies at the Contractor’s expense. 1. Acoustical Panel Supply and Installation: a. Golterman & Sabo Contact: Ned Goltermann 3555 Scarlet Oak Blvd St. Louis, MO 63122 314-781-1422 Phone 314-781-5473 Fax 2. Speaker Installation (including supply and installation of speaker brackets and speaker wire): a. Fox Theatre Maintenance Company Contact: Van Fox 190 E. Michigan Ave., Suite B Lansing, MI 48912 Phone: 517-337-7447 Section 012500-Substitution Procedures Substitutions: Changes in products, materials, equipment, and methods of construction from those required by the Contract Documents and proposed by Contractor. Substitutions for Cause: Changes proposed by Contractor that are required due to changed Project conditions, such as unavailability of product, regulatory changes, or unavailability of required warranty terms. Substitutions for Convenience: Changes proposed by Contractor or Owner that are not required in order to meet other Project requirements but may offer advantage to Contractor or Owner. Substitution Requests: Submit PDF digital documents each request for consideration. Identify product or fabrication or installation method to be replaced. Include Specification Section number and title and Drawing numbers and titles. Use CSI Form 13.1A or equivalent. Documentation: Show compliance with requirements for substitutions and the following, as applicable: a. Statement indicating why specified product or fabrication or installation cannot be provided, if applicable. b. Coordination information, including a list of changes or revisions needed to other parts of the Work and to construction performed by Owner and separate contractors that will be necessary to accommodate proposed substitution. c. Product Data, including drawings and descriptions of products and fabrication and installation procedures. d. Samples, where applicable or requested. e. Certificates and qualification data, where applicable or requested. f. Material test reports from a qualified testing agency indicating and interpreting test results for compliance with requirements indicated. g. Contractor's certification that proposed substitution complies with requirements in the Contract Documents except as indicated in substitution request, is compatible with related materials, and is appropriate for applications indicated. Architect's Action: If necessary, Architect will request additional information or documentation for evaluation within seven days of receipt of a request for substitution. Architect will notify Contractor of acceptance or rejection of proposed substitution within 10 days of receipt of request, or seven days of receipt of additional information or documentation, whichever is later. Substitutions for Cause: Submit requests for substitution immediately on discovery of need for change, but not later than 10 days prior to time required for preparation and review of related submittals. Conditions: Architect will consider Contractor's request for substitution when the following conditions are satisfied. If the following conditions are not satisfied, Architect will return requests without action, except to record noncompliance with these requirements: a. Requested substitution is consistent with the Contract Documents and will produce indicated results. b. Substitution request is fully documented and properly submitted. c. Requested substitution is compatible with other portions of the Work. d. Requested substitution has been coordinated with other portions of the Work. e. Requested substitution provides specified warranty. Substitutions for Convenience: Architect will consider requests for substitution if received within 10 days after the Notice to Proceed. Requests received after that time may be considered or rejected at discretion of Architect. Conditions: Architect will consider Contractor's request for substitution when the following conditions are satisfied. If the following conditions are not satisfied, Architect will return requests without action, except to record noncompliance with these requirements: a. Requested substitution offers Owner a substantial advantage in cost, time, energy conservation, or other considerations, after deducting additional responsibilities Owner must assume. Owner's additional responsibilities may include compensation to Architect for redesign and evaluation services, increased cost of other construction by Owner, and similar considerations. b. Requested substitution does not require extensive revisions to the Contract Documents. c. Requested substitution is consistent with the Contract Documents and will produce indicated results. d. Substitution request is fully documented and properly submitted. e. Requested substitution will not adversely affect Contractor's construction schedule. f. Requested substitution has received necessary approvals of authorities having jurisdiction. g. Requested substitution is compatible with other portions of the Work. h. Requested substitution has been coordinated with other portions of the Work. i. Requested substitution provides specified warranty. Section 013100-Project Management and Coordination Coordination: Coordinate construction operations included in different Sections of the Specifications to ensure efficient and orderly installation of each part of the Work. Coordinate construction operations, included in different Sections that depend on each other for proper installation, connection, and operation. 1. Schedule construction operations in sequence required to obtain the best results where installation of one part of the Work depends on installation of other components, before or after its own installation. 2. Coordinate installation of different components to ensure maximum performance and accessibility for required maintenance, service, and repair. 3. Make adequate provisions to accommodate items scheduled for later installation. 4. Content: Project-specific information, drawn accurately to a scale large enough to indicate and resolve conflicts. Do not base coordination drawings on standard printed data. Include the following information, as applicable: a. Use applicable Drawings as a basis for preparation of coordination drawings. Prepare sections, elevations, and details as needed to describe relationship of various systems and components. b. Indicate functional and spatial relationships of components of architectural, structural, civil, mechanical, and electrical systems. c. Indicate space requirements for routine maintenance and for anticipated replacement of components during the life of the installation. d. Show location and size of access doors required for access to concealed dampers, valves, and other controls. e. Indicate required installation sequences. f. Indicate dimensions shown on the Drawings. Specifically note dimensions that appear to be in conflict with submitted equipment and minimum clearance requirements. Provide alternate sketches to Architect indicating proposed resolution of such conflicts. Minor dimension changes and difficult installations will not be considered changes to the Contract. RFI: Request from Owner, Architect or Contractor seeking information required by or clarifications of the Contract Documents.General: Immediately on discovery of the need for additional information or interpretation of the Contract Documents, Contractor shall prepare and submit an RFI in the form specified. Architect will return RFIs submitted to Architect by other entities controlled by Contractor with no response. Coordinate and submit RFIs in a prompt manner so as to avoid delays in Contractor's work or work of subcontractors.RFI content should include a detailed, legible description of item needing information or interpretation. RFI Forms: Software-generated form with substantially the same content as indicated above, acceptable to Architect. Attachments shall be electronic files in Adobe Acrobat or Bluebeam PDF format or equivalent. Architect's Action: Architect will review each RFI, determine action required, and respond. Allow seven working days for Architect's response for each RFI. RFIs received by Architect after 1:00 p.m. will be considered as received the following working day. 1. The following Contractor-generated RFIs will be returned without action: a. Requests for approval of submittals. b. Requests for approval of substitutions. c. Requests for approval of Contractor's means and methods. d. Requests for coordination information already indicated in the Contract Documents. e. Requests for adjustments in the Contract Time or the Contract Sum. f. Requests for interpretation of Architect's actions on submittals. g. Incomplete RFIs or inaccurately prepared RFIs. 2. Architect's action may include a request for additional information, in which case Architect's time for response will date from time of receipt of additional information. 3. Architect's action on RFIs that may result in a change to the Contract Time or the Contract Sum may be eligible for Contractor to submit Change Proposal. a. If Contractor believes the RFI response warrants change in the Contract Time or the Contract Sum, notify Architect in writing within 10 days of receipt of the RFI response. Contractor shall prepare, maintain and submit a tabular log of RFIs organized by the RFI number. On receipt of Architect’s action, update the RFI log and immediately distribute the RFI response to affected parties. Review response and notify Architect within seven days if Contractor disagrees with response. Project Meetings: Schedule and conduct meetings and conferences at Project site unless otherwise indicated. Prepare meeting agendas and entity responsible for conducting meeting will record significant discussions and agreements achieved. Preconstruction Conference: Schedule and conduct a preconstruction conference before starting construction, at a time convenient to Owner and Architect, but no later than 15 days after execution of the Agreement. Pre-installation Conference: Conduct a pre-installation conference at Project site before each construction activity that requires coordination with other construction. Record and distribute minutes of the meeting. Project Closeout Conference: Schedule and conduct a project closeout conference, at a time convenient to Owner and Architect,but no later than 10 days prior to the scheduled date of Substantial Completion. Record and distribute minutes of the meeting. Progress Meetings: Conduct progress meetings at regular intervals per Owner’s direction. Section 013200-Construction Progress Documentation Submit required information submittals in a PDF electronic file format. Contractor’s construction schedule: Initial schedule shall be of size required to display entire schedule for entire construction period and updates shall be submitted with Applications for Payment. Submit site condition reports at time of discovery of differing conditions. Produce weekly construction and material location reports and have available for submitting at Owner’s request. Contractor’s Construction Schedule Time Frame: Extend schedule from date established for the Notice to Proceed to date of final completion. Contract completion date shall not be changed by submission of a schedule that shows an early completion date, unless specifically authorized by Change Order. Activities: Treat each story or separate area as a separate numbered activity for each main element of the Work. Incorporate logical and project beneficial activities breakdown geared to the project specifics to be of use to the contractor and to satisfy Owner’s need to document progress. Activity durations, procurement activities, submittal review time, startup and testing activities, substantial completion and punch list/final completion shall be indicated. Constraints: Include constraints and work restrictions such as phasing, work under more than one contact, work by Owner (including owner- furnished projected deliveries coordination) and show how the sequence of the Work is affected. Milestones: Include milestones indicated in the Contract Documents in schedule, including, but not limited to, the Notice to Proceed, Substantial Completion, and final completion. Upcoming Work Summary: Prepare summary report indicating activities scheduled to occur or commence prior to submittal of next schedule update. Summarize the following issues: Unresolved issues, Unanswered Requests for Information, Rejected or unreturned submittals, Notations on returned submittals and pending modifications affecting the Work and Contract Time. Recovery Schedule: When periodic update indicates the Work is 14 or more calendar days behind the current approved schedule, submit a separate recovery schedule indicating means by which Contractor intends to regain compliance with the schedule. Computer Scheduling Software: Prepare schedules using current version of a program that has been developed specifically to manage construction schedules, as approved by the Owner. Contractor's Construction Schedule Updating: At monthly intervals, update schedule to reflect actual construction progress and activities Distribution: Distribute copies of approved schedule to Architect, Owner, separate contractors, testing and inspecting agencies, and other parties identified by Contractor with a need-to-know schedule responsibility. Gantt-Chart Schedule: Submit a comprehensive, fully developed, horizontal, Gantt-chart-type, Contractor's construction schedule within 30 days of date established for the Notice to Proceed. Indicate each significant construction activity separately. Landlord acknowledges Tenant’s intent to expedite permitting by thesubmission of these drawings for Plan Check through the Authorities havingjurisdiction over Tenant’s construction. This acknowledgement by Landlorddoes not constitute an assumption of responsibility by Landlord for theaccuracy or sufficiency of Tenant’s drawings as intended for construction orpermitting, nor act to substitute Landlord’s approval of Tenant’s FinalWorking Drawings. The sole purpose of this stamp is to expedite Tenant’spermitting efforts, and in no way supersedes any provision of Tenant’sLease. It is the responsibility of the Tenant, Tenant’s Consultants, andTenant’s General Contractor to field verify all site conditions to ensure thework represented herein, satisfactorily meets Landlord’s design criteria andthe requirements of all local, state, and Federal building codes, laws, acts,rules, regulations, ordinances, permitting requirements, inspections, andreviews, including but not limited to the American’s with Disabilities Act, andFire Life Safety. PERMIT SUBMISSION APPROVAL ONLY URW REPRESENTATIVE DATE wagner.benites 12/20/2022 Checked By Drawn By Project Number:Copyright 2022c ISSUED FOR: A 1 32 242322212019181716151413121110987654 2 31 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 B C D E F G H J K L M N P Q R Ga s t i n g e r W a l k e r Ar c h i t e c t s | I n t e r i o r D e s i g n e r s | C o n s t r u c t i o n M a n a g e r s 81 7 W y a n d o t t e K a n s a s C i t y M i s s o u r i 6 4 1 0 5 8 1 6 . 4 2 1 . 82 0 0 g a s t i n g e r w a l k e r . c o m MEP Structural Copyright © 2022 American Multi-Cinema Inc. Professional Certification: I, William Kevin Harden, certify that these documents were prepared or approved by me and that I am a duly licensed architect under the laws of the State of California, license number C-35744, expiration date 9/30/2023. Permit Submittal 15902 Midland Drive Shawnee, Kansas 66217 mail@hbengineerskc.com (913) 362-9090 phone C:\Users\nfan\Documents\2022-0922_IMAX at AMC Santa Anita 16 - Aud 8 - 26 Inch Rocker Deluxe_nfan4QK8K.rvt A0.2 Specifications EN BS 2022.162 24 June 2022 AMC Entertainment 11500 Ash Street Leawood, Kansas 66211 888.262.4386 IMAX Renovation Santa Anita 16 Auditorium #8 400 S. Baldwin Ave., Suite 940-U Arcadia, CA 91007 LM : 0 1 / 0 2 / 1 9 Section 078446-Fire-Resistive Joint Systems Fire-resistive joint system tests are performed by a qualified testing agency acceptable to authorities having jurisdiction. Where required, provide fire-resistive joint systems that are produced and installed to resist spread of fire according to requirements indicated, resist passage of smoke and other gases, and maintain original fire-resistance rating of assemblies in or between which fire-resistive joint systems are installed. Fire-resistive joint systems shall accommodate building movements without impairing their ability to resist the passage of fire and hot gases. Install fire-resistive joint systems to comply with manufacturer's written installation instructions and published drawings for products and applications indicated. A. Joints in or between Fire-Resistance-Rated Construction: Provide fire-resistive joint systems with ratings determined per ASTM E 1966 or UL 2079: 1. Fire-Resistance Rating: Equal to or exceeding the fire-resistance rating of construction they will join. B. Joints at Exterior Curtain-Wall/Floor Intersections: Provide fire-resistive joint systems with rating determined by ASTM E 119 based on testing at a positive pressure differential of 0.01-inch wg (2.49 Pa) or ASTM E 2307. 1. Fire-Resistance Rating: Equal to or exceeding the fire-resistance rating of the floor assembly. C. Joints in Smoke Barriers: Provide fire-resistive joint systems with ratings determined per UL 2079. 1. L-Rating: Not exceeding 5.0 cfm/ft (0.00775 cu. m/s x m) of joint at 0.30 inch wg (74.7 Pa) at both ambient and elevated temperatures. D. Exposed Fire-Resistive Joint Systems: Provide products with flame-spread and smoke-developed indexes of less than 25 and 450, respectively, as determined per ASTM E 84. E. Accessories: Provide components of fire-resistive joint systems, including primers and forming materials that are needed to install fill materials and to maintain ratings required. Use only components specified by fire-resistive joint system manufacturer and approved by the qualified testing agency for systems indicated. Identify fire-resistive joint systems with preprinted metal or plastic labels. Attach labels permanently to surfaces adjacent to and within 6 inches (150 mm) of joint edge so labels will be visible to anyone seeking to remove or penetrate joint system. Use mechanical fasteners or self-adhering-type labels with adhesives capable of permanently bonding labels to surfaces on which labels are placed. Include the following information on labels: The words "Warning -Fire-Resistive Joint System -Do Not Disturb. Notify Building Management of Any Damage", Contractor's name, address, and phone number, Designation of applicable testing agency, Date of installation, Manufacturer's name and Installer's name. Section 079200-Joint Sealants Special Installer's Warranty: 2 years from date of Substantial Completion. Special Manufacturer’s Warranty: 5 years from date of substantial completion. Provide joint sealants, backings, and other related materials that are compatible with one another and with joint substrates under conditions of service and application, as demonstrated by joint-sealant manufacturer, based on testing and field experience. Colors of Exposed Joint Sealants: Match adjacent surface color, unless indicated otherwise. A. Silicone joint sealants: Mildew-Resistant, Single-Component, Nonsag, Neutral-Curing Silicone Joint Sealant: ASTM C 920, Type S, Grade NS, Class 25, for Use NT. Pecora Corp. 898 or approved equal. Mildew-Resistant, Single-Component, Acid-Curing Silicone Joint Sealant: ASTM C 920, Type S, Grade NS, Class 25, for Use NT. BASF Building Systems Omniplus, Dow Corning Corp 786 Mildew Resistant, GE Advanced Materials-Silicones, Sanitary SCS1700, or Tremco Inc. Tremsil 200 Sanitary or approved equal. B. Urethane joint sealants: Multicomponent, Nonsag, Urethane Joint Sealant: ASTM C 920, Type M, Grade NS, Class 50, for Use NT. Pecora Cor. Dynatrol II, Tremco Inc. Dymeric 240 or approved equal. C. Latex joint sealants: Acrylic latex or siliconized acrylic latex, ASTM C 834, Type OP, Grade NF. BASF Building Systems; Sonolac, Bostik, Inc.; Chem-Calk 600, Pecora Corporation; AC-20+, Tremco Incorporated; Tremflex 834 or approved equal. D. Acoustical joint sealants: Manufacturer's standard nonsag, paintable, nonstaining latex sealant complying with ASTM C 834. Product effectively reduces airborne sound transmission through perimeter joints and openings in building construction as demonstrated by testing representative assemblies according to ASTM E 90. Pecora Corp AC-20 FTR, USG Corp. SHEETROCK Acoustical Sealant. E. Backing: Provide sealant backings of material that are nonstaining; are compatible with joint substrates, sealants, primers, and other joint fillers; and are approved for applications indicated by sealant manufacturer based on field experience and laboratory testing. Primer: Material recommended by joint-sealant manufacturer where required for adhesion of sealant to joint substrates indicated, as determined from preconstruction joint-sealant-substrate tests and field tests. Installation: Comply with joint-sealant manufacturer's written installation instructions for products and applications indicated, unless more stringent requirements apply. Comply with recommendations in ASTM C 1193 for use of joint sealants as applicable to materials, applications, and conditions indicated. A. Joint-Sealant Application: Exterior joints in vertical surfaces and horizontal nontraffic surfaces. 1. Joint Locations: a. Perimeter joints between materials. b. Other joints as indicated. 2. Urethane Joint Sealant: Multicomponent, nonsag, Class 50. B. Joint-Sealant Application: Interior joints in vertical surfaces and horizontal nontraffic surfaces. 1. Joint Locations: a. Control and expansion joints on exposed interior surfaces of exterior walls. b. Perimeter joints of exterior openings where indicated. c. Perimeter joints between interior wall surfaces and frames of interior doors and windows. d. Other joints as indicated. 2. Joint Sealant: Latex. C. Joint-Sealant Application: Mildew-resistant interior joints in vertical surfaces and horizontal nontraffic surfaces. 1. Joint Sealant Location: a. Joints between plumbing fixtures and adjoining walls, floors, and counters. b. Other joints as indicated. 2. Joint Sealant: Mildew resistant, single component, nonsag, neutral or acid curing, Silicone. D. Joint-Sealant Application: Interior acoustical joints in vertical surfaces and horizontal nontraffic surfaces. 1. Joint Location: a. Acoustical joints where indicated. b. Other joints as indicated. 2. Joint Sealant: Acoustical. Section 081113-Hollow Metal Doors and Frames Manufacturers: Subject to compliance with requirements, provide products by one of the following: Ceco Door Products; an Assa Abloy Group company; Curries Company; an Assa Abloy Group company; HMF Express; Pioneer Industries, Inc.;Steelcraft; an Ingersoll-Rand company. Fire-Rated Assemblies: Complying with NFPA 80 and listed and labeled by a qualified testing agency acceptable to authorities having jurisdiction for fire-protection ratings and temperature-rise limits indicated, based on testing at positive pressure according to NFPA 252 or UL 10C. Smoke-and Draft-Control Assemblies: Provide an assembly with gaskets listed and labeled for smoke and draft control by a qualified testing agency acceptable to authorities having jurisdiction, based on testing according to UL 1784 and installed in compliance with NFPA 105. Interior doors and frames: Construct interior doors and frames to comply with the standards indicated for materials, fabrication, hardware locations, hardware reinforcement, tolerances, and clearances, and as specified. A. Heavy-Duty Doors and Frames: SDI A250.8, Level 2. 1. Physical Performance: Level B according to SDI A250.4. a. Doors: Type: As indicated in the Door and Frame Schedule. Thickness: 1-3/4 inches. Face: Uncoated, cold-rolled steel sheet, minimum thickness of 0.042 inch. Edge Construction: Model 1, Full Flush. Core: Kraft-paper honeycomb. 2. Frames: Materials: Uncoated, cold-rolled steel sheet, minimum thickness of 0.053 inch. Construction: Face welded. 3. Exposed Finish: Prime. Clean, pretreat, and apply manufacturer's standard primer. 4. Jamb and floor anchors: As recommended by manufacturer. 5. Fabricate hollow-metal work to be rigid and free of defects, warp, or buckle. Accurately form metal to required sizes and profiles, with minimum radius for metal thickness. Installation: Install hollow-metal work plumb, rigid, properly aligned, and securely fastened in place. Comply with Drawings and manufacturer's written instructions. Install hollow-metal frames of size and profile indicated. Comply with SDI A250.11 or NAAMM-HMMA 840 as required by standards specified. Section 024119-Selective Demolition Conduct a predemolition conference at the project site. 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. Submit a list of items to be removed and salvaged and deliver to Owner prior to start of demolition. Owner will occupy portions ofbuilding immediately adjacent to selective demolition area. Conduct selective demolition so Owner's operations will not be disrupted. Conditions existing at time of inspection for bidding purpose will be maintained by Owner as far as practical. Notify Architect of discrepancies between existing conditions and Drawings before proceeding with selective demolition. 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. Maintain existing utilities indicated to remain in service and protect them against damage during selective demolition operations. Comply with governing EPA notification regulations before beginning selective demolition. Comply with hauling and disposal regulations of authorities having jurisdiction. Comply with ANSI/ASSE A10.6 and NFPA 241. When unanticipated mechanical, electrical, or structural elements that conflict with intended function or design are encountered, investigate and measure the nature and extent of conflict. Promptly submit a written report to Architect. Provide temporary barricades and other protection required to prevent injury to people and damage to adjacent buildings and facilities to remain. 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. 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. Except for items or materials indicated to be recycled, reused, salvaged, reinstalled, or otherwise indicated to remain Owner's property, remove demolished materials from Project site and legally dispose of them in an EPA-approved landfill. Section 055213-Pipe and Tube Railings Performance and Structural Requirements: As indicated in the Structural drawings. Metals: Provide materials with smooth surfaces, without seam marks, roller marks, rolled trade names, stains, discolorations,or blemishes. Brackets, flanges and anchors: Cast or formed metal of same type of material and finish as supported rails unless otherwise indicated. Hollow Structural Steel Tube: ASTM A 500 Grade B, unless another grade and weight are required by structural loads. Hollow Structural Steel Tube: ASTM A 500 Grade B, unless another grade and weight are required by structural loads. Fabrication: Fabricate railings to comply with requirements indicated for design, dimensions, member sizes and spacing, details, finish, and anchorage, but not less than that required to support structural loads. Assemble railings in the shop to greatest extent possible to minimize field splicing and assembly. Disassemble units only as necessary for shipping and handling limitations. Clearly mark units for reassembly and coordinated installation. Use connections that maintain structural value of joined pieces. Form changes in direction by bending. Close exposed ends of railing members with prefabricated end fittings. Provide wall returns at ends of wall-mounted handrails unless otherwise indicated. Finishes: Refer to Finish Schedule and Legend for finish requirements. Primer need not be applied to surfaces to be embedded in concrete or masonry. Installation: Fit exposed connections together to form tight, hairline joints. Welded Connections: Use fully welded joints for permanently connecting railing components. Comply with requirements for welded connections in "Fabrication" Article whether welding is performed in the shop or in the field. The connection between segments of the pipe railing (splice): At the joints of pipe segments, the joints are to be welded and ground down flush before finish painting. Splices with internal sleeve and set screws only is not acceptable. Section 061053-Miscellaneous Rough Carpentry Lumber: DOC PS 20 and applicable rules of grading agencies indicated. If no grading agency is indicated, provide lumber that complies with the applicable rules of any rules-writing agency certified by the ALSC Board of Review. Provide lumber graded by an agency certified by the ALSC Board of Review to inspect and grade lumber under the rules indicated. Factory mark each piece of lumber with grade stamp of grading agency. Where nominal sizes are indicated, provide actual sizes required by DOC PS 20 for moisture content specified. Where actual sizes are indicated, they are minimum dressed sizes for dry lumber. Provide dressed lumber, S4S, unless otherwise indicate. Fire-retardant-treated materials: Where fire-retardant-treated materials are indicated, use materials complying with requirements that are acceptable to authorities having jurisdiction, and with fire-test-response characteristics specified as determined by testing identical products per test method indicated by a qualified testing agency. Kiln-dry lumber after treatment to a maximum moisture content of 19 percent. Provide miscellaneous lumber indicated and lumber for support or attachment of other construction, including the following: Blocking, Nailers, rooftop equipment bases and support curbs and cants. Equipment Backing Panels: DOC PS 1, Exterior, AC, fire-retardant treated, in thickness indicated or, if not indicated, not less than 3/4-inch nominal thickness. Section 061600-Sheathing Plywood: DOC PS 1; FIRE RETARDANT TREATED. Thickness: As needed to comply with requirements specified, but not less than thickness indicated. Factory mark panels to indicate compliance with applicable standard. Type A-C plywood for walls. For wall speaker support: AC Group 1 plywood in ¾”or 5/8”thickness, as indicated. (Fire-retardant treated plywood blocking shall NOT be used for speaker attachments). Gypsum Sheathing Board: ASTM C 1396 and ASTM C 1177; water resistant gypsum core surfaced on face and back with inorganic glass fiber mats; thickness shown on the Drawings, maximum permissible lengths; ends square cut. Provide one of the following products: GlasRoc Brand Sheathing as manufactured by CertainTeed; Dens-Glass Gold gypsum sheathing as manufactured by Georgia-Pacific; eXP Sheathing by National Gypsum; GreenGlass sheathing by Temple-Inland; SecureRock by United States Gypsum. Sheathing Board Fasteners: ASTM C 954 and ASTM C 1002, 1 inch length for 1/2 inch sheathing board and 1-1/4 inch length for 5/8inch thick sheathing board, Type S-12 bugle head, corrosion-resistant self-drilling steel screws. Sheathing/Subflooring: Plywood Sheathing / Subflooring: DOC PS 1, FIRE RETARDANT TREATED, Exterior, Structural I, Exposure 1, single-floor panels (unless noted otherwise in drawings). Nominal Thickness: Not less than ¾ inch. Edge Detail: Tongue and groove. Surface Finish: Fully sanded face. Provide fasteners of size and type indicated that comply with requirements specified for material and manufacture. Provide fasteners with hot- dip zinc coating complying with ASTM A 153, or other coating compatible with FIRE RETARDANT TREATMENT. Construction adhesive (Green glue): Provide and install Loctite PL 400 subfloor construction adhesive, as noted in the structural documents. Low VOC formulation meets stringent State and Federal VOC regulations. Can be sued in temperatures from 0 –100 degrees Fahrenheit. Meets and exceeds APA AFG-01 specifications and can be applied directly to dry , wet or frozen lumber. Will bridge (fill gaps) when bonding irregular surfaces. High adhesion level; non-flammable and moisture resistant. Installation: Fastening: Sheathing/subflooring-screw to cold-formed metal framing. Space edges 1/8 inch apart at edges and ends. Structural concrete panel installation: Install according to manufacturer’s written instructions for type of application indicated. Gypsum sheathing: Install in accordance with manufacturer’s published instructions, GA-216 and GA-600. Section 064116-Plastic-Laminate-Faced Architectural Cabinets Where cabinets and shelving are indicated to fit to other construction, verify dimensions of other construction by field measurements before fabrication, and indicate measurements on Shop Drawings. Locate concealed framing, blocking, and reinforcements that support cabinets and shelving by field measurements before being enclosed, and indicate measurements on Shop Drawings. Quality Standard: Unless otherwise indicated, comply with the "Architectural Woodwork Standards" for grades of architectural plastic-laminate cabinets indicated for construction, finishes, installation, and other requirements. Grade: Custom. Type of Construction: Frameless. Cabinet, door and drawer front interface style: Flush overlay. High-Pressure Decorative Laminate: NEMA LD 3, grades as indicated or if not indicated, as required by woodwork quality standard: Horizontal surfaces-Grade HGL. Postformed surfaces-Grade HGP. Vertical surfaces-Grade VGS. Edges-Grade VGS. Materials for semiexposed surfaces: Surfaces other than drawer bodies: Thermoset decorative panels. Edges of thermoset decorative panel shelves-PVC or polyester edge banding. Semiexposed back of panels with expose plastic laminate surfaces-high pressure decorative laminate, NEMA LD 3, Grade VGS. Drawer sides and backs-Solid-hardwood lumber. Drawer bottoms-thermoset decorative panels. Colors, patterns and finishes as indicated by laminate manufacturer designations. Wood products moisture content: 5-10 percent. Medium-density fiberboard: ANSI A208.2, Grade 130. Paticleboard: ANSI A208.1. Grade M-2. Softwood plywood: DOC PS 1. Veneer-faced panel products (hardwood plywood): HPVAHP-1. Thermoset Decorative Panels: NEMA LD 3, Grade VGL. Furring, Blocking, Shims, and Hanging Strips: Softwood or hardwood lumber, kiln dried to less than 15 percent moisture content. Select material, type, size, and finish required for each substrate for secure anchorage. Provide metal expansion sleeves or expansion bolts for post-installed anchors. Use nonferrous-metal or hot-dip galvanized anchors and inserts at inside face of exterior walls and at floors. Hardware: Frameless concealed hinges (European type): BHMA A156.9, B01602, 110 degrees of opening. Wire pulls: back mounted, solid metal, 4 inches long, 5/16 inch diameter. Shelf rests: BHMA A156.9, B04013, metal. Drawer slides: BHMA A156.9-Grade 1 and Grade 2 or Grade 1HD-100 and Grade 1HD-200 side mounted, full extension. Door locks: BHMA A156.11, E07121. Exposed finish: BHMA A156.18-Satin Chromium plated; BHMA 626 for brass or bronze base and BHMA 652 for steel base. Installation: Before installation, condition cabinets and shelving to average prevailing humidity conditions in installation areas. Grade: Install cabinets to comply with same grade as item to be installed. Section 083113-Access Doors and Frames Fire-Rated Access Doors and Frames: Assemblies complying with NFPA 80 that are listed and labeled by a qualified testing agency, for fire- protection and temperature-rise limit ratings indicated, according to NFPA 252 or UL 10B. Comply with NFPA 288 for fire-rated access door assemblies installed horizontally. Manufacturers: Subject to compliance with requirements, available manufacturers offering products that may be incorporated into the Work include, but are not limited to, the following: Acudor Products, Inc., Babcock-Davis., JL Industries, Inc.; a division of the Activar Construction Products Group, Karp Associates, Inc., Larsens Manufacturing Company, Milcor; Commercial Products Group of Hart & Cooley, Inc., Nystrom, Inc. Flush Access Doors with Exposed Flanges: Description: Face of door flush with frame, with exposed flange and concealed hinge.Locations: Wall and ceiling. Door Size: Minimum 12”x 12”for valves, sized appropriately for access and maintenance requirements of equipment, fixtures, etc. unless otherwise shown on drawings. Minimum 24”x 36”at mechanical equipment. Metallic-Coated Steel Sheet for Door: Nominal 0.064 inch (1.63 mm), 16 gage, factory primed finished. Frame Material: Same material, thickness, and finish as door. Hardware: Lock. Flush Access Doors with Concealed Flanges: Description: Face of door flush with frame, with concealed flange and concealed hinge. Locations: Ceiling. Door Size: Minimum 24”x 24 unless other size is necessary for required maintenance. Verify with architect/engineer prior to ordering and installing. Metallic-Coated Steel Sheet for Door: Nominal 0.064 inch (1.63 mm), 16 gage, factory primed. Frame Material: Same material, thickness, and finish as door. Hardware: Cam latch, key operated. Recessed Access Doors with Concealed Flanges: Description: Door face recessed ½ inch for gypsum board or plaster infill with concealed flange for gypsum board or plaster installation and concealed hinge. Locations: Ceiling. Door Size: Minimum 24”x 24 unless other size is necessary for required maintenance. Verify with architect/engineer prior to ordering and installing. Metallic-Coated Steel Sheet for Door: Nominal 0.064 inch (1.63 mm), 16 gage, factory primed. Hardware: Cam latch, key operated. Fire-Rated, Flush Access Doors with Exposed Flanges: Description: Door face flush with frame, with a core of mineral-fiber insulation enclosed in sheet metal, with exposed flange, self-closing door and concealed hinge. Locations: Wall. Door: Provide self-latching door with automatic closer and interior latch release. Provide manufacturer’s standard width exposed flange, proportional to door size. Fire-Resistance Rating: Not less than that of adjacent construction. Temperature-Rise Rating: 450 deg F at the end of 30 minutes. Metallic-Coated Steel Sheet for Door: Nominal 0.064 inch (1.63 mm), 20 gage, factory primed. Frame material: Same material, thickness and finish as door. Hardware: Self-latching door hardware, key operated. Fire-Rated, Flush Access Doors with Concealed Flanges: Description: Door face with frame, with a core of mineral-fiber insulation enclosed in sheet metal, with concealed flange for gypsum board or plaster installation, self-closing door and concealed hinge. Locations: Ceiling. Door Size: Minimum 24”x 24”unless other size is necessary for required maintenance. Verify with architect/engineer prior to ordering and installing. Fire-Resistance Rating: Not less than that of adjacent construction. Temperature-Rise Rating: 450 deg F at the end of 30 minutes. Metallic-Coated Steel Sheet for Door: Nominal 0.040 inch (1.02 mm), 20 gage, factory primed. Frame material: Same material, thickness and finish as door. Hardware: Self-closing, self-latching door hardware, key operated. Comply with manufacturer's written instructions for installing access doors and frames. Section 087100-Door Hardware Submittals: Submit product data, final hardware schedule coordinated with related work and templates for doors, frames and other work specified to be factory prepared for installation of door hardware. Maintenance: Furnish a complete set of specialized tools and maintenance instructions as needed for Owner's continued adjustment, maintenance, and removal and replacement of door hardware. Quality Assurance: Obtain each type of hardware from a single manufacturer. Supplier shall be a recognized architectural door hardware supplier, with warehousing facilities in the Project's vicinity, that has a record of successful in-service performance for supplying door hardware similar in quantity, type, and quality to that indicated for this Project and that employs an experienced architectural hardware consultant (AHC) who is available to Owner, Architect, and Contractor, at reasonable times during the course of the Work, for consultation. Fire-rated openings: Provide door hardware that complies with NFPA Standard No. 80 and requirements of authorities having jurisdiction. All permanent keys, grand masters and master keys shall immediately be sent upon receipt with a copy of a schedule identifying door opening number and keyset symbol, via a method allowing for proof of delivery. Send to: AMC Entertainment, 11500 Ash Street, Leawood, KS 66211 Attn: Kerry Stanley. Hardware Products: ITEM SPECIFIED APPROVED EQUAL Hinges Ives No Substitution Cylinders Schlage No Substitution Exit Devices Falcon No Substitution Closers LCN No Substitution Flatgoods Ives No Substitution Stops Ives No Substitution Thresholds National Guard No Substitution Weatherstrip National Guard No Substitution Typical auditorium entry door hardware: See door details and elevations Installation: Mount hardware units at heights indicated in following applicable publications, except as specifically indicated or required to comply with governing regulations and except as otherwise directed by Architect. 1."Recommended Locations for Builders Hardware for Standard Steel Doors and Frames" by the Door and Hardware Institute.2. NWWDA Industry Standard I.S.1.7, "Hardware Locations for Wood Flush Doors". Install each hardware item in compliance with the manufacturer's instructions and recommendations. Approximately six months after the date of Substantial Completion, the Installer, accompanied by representatives of the manufacturers of latch-sets and lock-sets and of door control devices, and of other major hardware suppliers, shall return to the Project to perform adjustments, consultation and replacement (if required). Section 092900-Gypsum Board Provide maximum lengths and widths available that will minimize joints in each area and that correspond with support system indicated. Acceptable manufacturers include Georgia-Pacific Gypsum LLC, Lafarge North America Inc., National Gypsum Co. and USG Corporation. Gypsum Board: ASTM C 1396/C 1396M with moisture and mold resistant core and paper surfaces. Core: 5/8 inch, Type X. Long edges: tapered. Mold Resistance: ASTM D 3273, score of 10 as rated according to ASTM D 3274. Tile Backing panels: Either Glass-Mat, water- resistant board-ASTM C 1178/C 1178M with manufacturer standard edges, 5/8 inch, Type X core and ASTM D 3274 mold resistance from CertainTeed Corp (GlasRoc Tile Backer), Georgia-Pacific Gypsum LLC (DensShield Tile Backer) or National Gypsum Co. (e2XP Tile Backer) or Cementitious Backer Units-ANSI A118.9 and ASTM C 1288 or 1325 with manufacturer standard edges, 5/8 inch and ASTM D 3274 mold resistance from National Gypsum Co. (Permabase Cement Board) or USG Corp. (Durock Cement Board). Trim Accessories: Interior trim: ASTM C 104 galvanized or aluminum-coated steel sheet or rolled zinc. Joint Treatment materials: ASTSM C 475/C 475M. Provide auxiliary materials that comply with referenced installation standards and manufacturer’s written recommendations. Sound Attenuation blankets: ASTM C665, Type I-comply with mineral-fiber requirements of fire-resistance rated assemblies. Application and Finishing: Comply with ASTM C840. STC rated assemblies: Seal construction at perimeters, behind control joints, and at openings and penetrations with a continuous bead of acoustical sealant. Install acoustical sealant at both faces of partitions at perimeters and through penetrations. Comply with ASTM C 919 and with manufacturer's written recommendations for locating edge trim and closing off sound-flanking paths around or through assemblies, including sealing partitions above acoustical ceilings. Install control joints according to ASTM C 840 and in specific locations approved by Architect for visual effect. A. Gypsum Board Finish Levels: Finish panels to levels indicated below and according to ASTM C 840: 1. Level 1: Ceiling plenum areas, concealed areas, and where indicated. 2. Level 2: Panels that are substrate for tile. 3. Level 4: At panel surfaces that will be exposed to view where Level 5 is not specifically noted to be utilized in the construction documents for use in lieu of Level 4. a. Primer is specified in Section 099123 "Interior Painting." 4. Level 5: This is the standard finish for AMC projects at all entries around signage and is the base level for gypsum board work in these areas and where called for elsewhere in the construction documents. Section 064600-Wood Trim Quality Standard: Unless otherwise indicated, comply with the "Architectural Woodwork Standards" for grades of wood trim indicated for construction, finishes, installation, and other requirements. Grade: Custom. Wood Species: Any closed-grain hardwood. Wood moisture content for interior materials: 5 –10 percent. Fabricate with eased edges to 1/16 inch radius unless otherwise indicated. Install wood trim to comply with same grade as item to be installed. Wall caps, where indicated, shall be 5/8”poplar, with eased edges, for paint finish. Section 072100-Acoustic Insulation Mineral wool and glass fiber blanket insulation: Owens Corning, Roxul Inc, Certainteed, Knauf and Johns Manville are acceptable manufacturers for blankets and boards: Unfaced, Mineral-Wool or Glass Fiber Blanket Insulation: ASTM C 665, Type I (blankets without membrane facing); consisting of fibers; with maximum flame-spread and smoke-developed indexes of 25 and 50, respectively, per ASTM E 84; passing ASTM E 136 for combustion characteristics. Blanket density must be within range of 1.5 –3.0 lbs./cu.ft. (pcf). Mineral wool and glass fiber board insulation: Unfaced, Mineral-Wool or Glass Fiber Board Insulation: ASTM C 612; with maximum flame- spread and smoke-developed indexes of 15 and zero, respectively, per ASTM E 84; passing ASTM E 136 for combustion characteristics. Nominal density of 8 lb/cu. ft., Type III, thermal resistivity of 4.35 deg F x h x sq. ft./Btu x in. at 75 deg F. Comply with insulation manufacturer's written instructions applicable to products and applications indicated. Section 075216-Modified Bituminous Membrane Roofing Provide two year roofing guarantee, from roofing subcontractor. CAF, Nord Bitumi, Johns Manville, Tamko and US Intec are acceptable manufacturers. Cap Sheet: Polyester or fiberglass mat, as specified, saturated in asphalt and coated on both sides with SBS rubber fire resistant modified asphalt, with ceramic granule finish sur-face. Cap Sheet Ceramic Granule Color: White if new roofing. If patching into existing roof system, match existing color. Ply Felt: ASTM D2178, Type IV , asphalt coated fiberglass mat. Flashing: Polyester mat saturated in asphalt and coated on both sides with SBS rubber mod ified asphalt, with ceramic granule finish surfaces. Waterproofing Membrane: Ethylene propylene diene monomers formed into uniform, flexible sheets, complying with ASTM D4637, Type 1. Class SR (scrim or fabric internal reinforced); 45 mils nominal thickness; exterior face color, black. Waterproofing flashing-60 mils uncured EPDM sheet specifically designed for use in flashing at corners, transitions and changes in plain membrane. Asphalt Bitumen: ASTM D312; Type III or Type IV (American made). Consult with roofing manufacturer regarding use of Type III asphalt in hot climates, as Type III may not be per-mitted. Plastic Cement: ASTM D4586, Type I and II Cutback Asphalt Type, asbestos-free. Modified Bitumen Flashing Cement: Manufacturer's standard one-part or two-part SBS modified bitumen cement. Termination Bar: Manufacturer standard 1 inch wide extruded or rolled aluminum bar, pre-punched at 6 inches on center. Roof insulation: Minimum slope is ¼ inch per foot. Isocyanurate Foam Insulation (FS HH-I-1972/2) Manufacturers. Foam plastic products shall comply with FM Standard 4450 Approval or UL Standard 1256 Classification. If patching into an existing roof assembly, match existing thickness conditions for seamless integration. Roof Curb Insulation: Polyisocyanurate Foam; both faces covered with glass fiber felt; thickness to match wood nailer. Tapered Insulation: Provide crickets, saddles, and tapered insulation of same material as second layer of insulation; taper to the following slopes: Crickets and saddles: ¼ inch per foot. Insulation installed to counter-slope the roof structure: ½ inch per foot. Installation per manufacturer’s written instructions. Verify deck is clean and smooth, free of depressions, waves, or projections, properly sloped to drains, valleys, and eaves. Provide covers and other means of protection as necessary to protect building surfaces against damage during roofing work. Section 076200-Sheet Metal Flashing and Trim Galvanized Steel: ASTM A 653 Commercial Quality and Lock-Forming Quality, G90 coating designation hot-dip galvanized, mill phosphatized for painting where exposed to view from ground level. Sheet metal gages shall be as shown or as follows where not shown: Flashing and Counter Flashing: 24 gage. Curb Cover: 20 gage. Lead: ASTM B749, Type L511121, copper bearing sheet lead with plumbing vents being 4 lbs/sq ft (0.0625-onch thick). Paint metal surfaces exposed to view from ground level as indicated on Drawings. Install sheet metal flashing and trim in accordance with applicable details of SMACNA "Architectural Sheet Metal Manual" and NRCA "Low Slope Roofing Manual." Anchor units of work securely in place by methods indicated, providing for thermal expansion of metal units; conceal fasteners where possible, and set units true to line and level. Install work with laps, joints, and seams that will be permanently watertight and weatherproof. Section 077200-Roof Accessories Roof curbs: Internally reinforced roof-curb units capable of supporting superimposed live and dead loads, including equipment loads and other construction indicated on drawings; with welded or mechanically fastened and sealed corner joints, and integrally formed deck-mounting flange at perimeter bottom. Size: Coordinate dimensions with roughing-in information or shop drawings of equipment to be supported. Material: Zinc-coated (galvanized) steel sheet, 0.052 inch thick. Finish: Mill phosphatized. Comply with NAAMM's "Metal Finishes Manual For Architectural And Metal Products" for recommendations for applying and designating finishes. Install roof accessories according to manufacturer's written instructions. Section 078413-Penetration Firestopping Product Test Reports: Based on evaluation of comprehensive tests performed by a qualified testing agency, for penetration firestopping. Install and cure penetration firestopping per manufacturer's written instructions using natural means of ventilations or, where this is inadequate, forced-air circulation. Manufacturers: Subject to compliance with requirements, provide products by one of the following: Hilti, Inc.; Nelson Firestop Products; 3M Fire Protection Products; Tremco, Inc.; Tremco Fire Protection Systems Group. Provide penetration firestopping that is produced and installed to resist spread of fire according to requirements indicated,resist passage of smoke and other gases, and maintain original fire-resistance rating of construction penetrated. Penetration firestopping systems shall be compatible with one another, with the substrates forming openings, and with penetrating items if any. A. Penetrations in Fire-Resistance-Rated Walls: Provide penetration firestopping with ratings determined per ASTM E 814 or UL 1479, based on testing at a positive pressure differential of 0.01-inch wg. 1. F-Rating: Not less than the fire-resistance rating of constructions penetrated. B. Penetrations in Horizontal Assemblies: Provide penetration firestopping with ratings determined per ASTM E 814 or UL 1479, based on testing at a positive pressure differential of 0.01-inch wg. 1. F-Rating: At least 1 hour, but not less than the fire-resistance rating of constructions penetrated. 2. T-Rating: At least 1 hour, but not less than the fire-resistance rating of constructions penetrated except for floor penetrations within the cavity of a wall. C. Penetrations in Smoke Barriers: Provide penetration firestopping with ratings determined per UL 1479. 1. L-Rating: Not exceeding 5.0 cfm/sq. ft. of penetration opening at 0.30-inch wg at both ambient and elevated temperatures. D. Exposed Penetration Firestopping: Provide products with flame-spread and smoke-developed indexes of less than 25 and 450, respectively, as determined per ASTM E 84. E. Accessories: Provide components for each penetration firestopping system that are needed to install fill materials and to maintain ratings required. Use only those components specified by penetration firestopping manufacturer and approved by qualified testing and inspecting agency for firestopping indicated. 1. Permanent forming/damming/backing materials, including the following: a. Slag-wool-fiber or rock-wool-fiber insulation. b. Sealants used in combination with other forming/damming/backing materials to prevent leakage of fill materials in liquid state. c. Fire-rated form board. d. Fillers for sealants. Examine substrates and conditions, with Installer present, for compliance with requirements for opening configurations, penetrating items, substrates, and other conditions affecting performance of the Work. Install penetration firestopping to comply with manufacturer's written installation instructions and published drawings for products and applications indicated. Identify penetration firestopping with preprinted metal or plastic labels. Attach labels permanently to surfaces adjacent to and within 6 inches of firestopping edge so labels will be visible to anyone seeking to remove penetrating items or firestopping. Use mechanical fasteners or self-adhering-type labels with adhesives capable of permanently bonding labels to surfaces on which labels are placed. Include the following: The words "Warning -Penetration Firestopping -Do Not Disturb. Notify Building Management of Any Damage”, Contractor's name, address, and phone number, Designation of applicable testing and inspecting agency, Date of installation, Manufacturer's name and Installer's name. Contractor will engage a qualified independent testing agency to perform tests and inspections. Landlord acknowledges Tenant’s intent to expedite permitting by thesubmission of these drawings for Plan Check through the Authorities havingjurisdiction over Tenant’s construction. This acknowledgement by Landlorddoes not constitute an assumption of responsibility by Landlord for theaccuracy or sufficiency of Tenant’s drawings as intended for construction orpermitting, nor act to substitute Landlord’s approval of Tenant’s FinalWorking Drawings. The sole purpose of this stamp is to expedite Tenant’spermitting efforts, and in no way supersedes any provision of Tenant’sLease. It is the responsibility of the Tenant, Tenant’s Consultants, andTenant’s General Contractor to field verify all site conditions to ensure thework represented herein, satisfactorily meets Landlord’s design criteria andthe requirements of all local, state, and Federal building codes, laws, acts,rules, regulations, ordinances, permitting requirements, inspections, andreviews, including but not limited to the American’s with Disabilities Act, andFire Life Safety. PERMIT SUBMISSION APPROVAL ONLY URW REPRESENTATIVE DATE wagner.benites 12/20/2022 Checked By Drawn By Project Number:Copyright 2022c ISSUED FOR: A 1 32 242322212019181716151413121110987654 2 31 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 B C D E F G H J K L M N P Q R Ga s t i n g e r W a l k e r Ar c h i t e c t s | I n t e r i o r D e s i g n e r s | C o n s t r u c t i o n M a n a g e r s 81 7 W y a n d o t t e K a n s a s C i t y M i s s o u r i 6 4 1 0 5 8 1 6 . 4 2 1 . 82 0 0 g a s t i n g e r w a l k e r . c o m MEP Structural Copyright © 2022 American Multi-Cinema Inc. Professional Certification: I, William Kevin Harden, certify that these documents were prepared or approved by me and that I am a duly licensed architect under the laws of the State of California, license number C-35744, expiration date 9/30/2023. Revision Date Permit Submittal 15902 Midland Drive Shawnee, Kansas 66217 mail@hbengineerskc.com (913) 362-9090 phone C:\Users\nfan\Documents\2022-0922_IMAX at AMC Santa Anita 16 - Aud 8 - 26 Inch Rocker Deluxe_nfan4QK8K.rvt A0.3 Specifications EN BS 2022.162 24 June 2022 AMC Entertainment 11500 Ash Street Leawood, Kansas 66211 888.262.4386 IMAX Renovation Santa Anita 16 Auditorium #8 400 S. Baldwin Ave., Suite 940-U Arcadia, CA 91007 Section 093000-Tiling ANSI Ceramic Tile Standard: Provide tile that complies with ANSI A137.1 for types, compositions, and other characteristics indicated. Provide tile complying with Standard grade requirements unless otherwise indicated. ANSI Standards for Tile Installation Materials: Provide materials complying with ANSI A108.02, ANSI standards referenced in other Part 2 articles, ANSI standards referenced by TCA installation methods specified in tile installation schedules, and other requirements specified. Factory Blending: For tile exhibiting color variations within ranges, blend tile in factory and package so tile units taken from one package show same range in colors as those taken from other packages and match approved Samples. Tile Types: Subject to compliance with requirements, provide products indicated on drawings. Waterproof Membrane: Manufacturer's standard product that complies with ANSI A118.10 and is recommended by the manufacturer for the application indicated. Include reinforcement, accessories, and sealant recommended by manufacturer. Crack Isolation Membrane: Manufacturer's standard product that complies with ANSI A118.12 for high performance and is recommended by the manufacturer for the application indicated. Include reinforcement and accessories recommended by manufacturer. Setting Materials: Portland Cement Mortar (Thickset) Installation-AMSI A108.02. Latex-Portland Cement Mortar (Thin set)-ANSI A118.4 (for glass tile, use Laticrete 254 platinum, white. Medium-Bed, Latex-Portland Cement Mortar-ANSI A118.4, product approved by manufacturer. Grout: Polymer-Modified tile grout, ANSI A118.7, Ethylene vinyl acetate or acrylic additive polymer type, in dry, redispersible form, prepackaged with other dry ingredients. Elastomeric Sealants: Color of exposed sealant to match colors of grout in adjoining sealed joints unless otherwise indicated. Either one-part, mildew resistant Silicone sealant, ASTM C 920, Type S, Grade NS, Class 25, Uses NT, G, A and as applicable to nonporous joint substrates indicated, O or multi-part, pourable Urethane sealant for Use T, ASTM C 920, Type M, Grade P, Class 25, Uses T, M, A and as applicable to joint substrates indicated, O. Mix mortars and grouts to comply with referenced standards and mortar and grout manufacturers' written instructions. Installation: Comply with TCA's "Handbook for Ceramic Tile Installation" for TCA installation methods required for the substrate and room environments for which they are being installed. Comply with parts of the ANSI A108 Series "Specifications for Installation of Ceramic Tile" that are referenced in TCA installation methods, specified in tile installation schedules, and apply to types of setting and grouting materials used. For tile floors composed of tilles 8 by 8 inches or larger and rib-backed tiles, follow procedures in the ANSI A108 series of tile installation standards for providing 95% mortar coverage. Extend tile work into recesses and under or behind equipment and fixtures to form complete covering without interruptions unless otherwise indicated. Provide manufacturer's standard trim shapes where necessary to eliminate exposed tile edges. Lay tile in grid pattern unless otherwise indicated. Lay out tile work and center tile fields in both directions in each space or on each wall area. Provide 1/8”joint widths unless indicated otherwise on drawings. Provide expansion joints and other sealant-filled joints, including control, contraction, and isolation joints, where indicated or as recommended by manufacturer. Section 095113-Acoustical Panel Ceilings Furnish extra materials that match products installed and that are packaged with protective covering for storage and identified with labels describing contents equal to 2% of quantity installed. A. Acoustical ceiling panels: Obtain each type from single source from single manufacturer. Acoustical Panel Standard: Provide manufacturer's standard panels of configuration indicated that comply with ASTM E 1264 classifications as designated by types, patterns, acoustical ratings, and light reflectances unless otherwise indicated. Color: Black. Acoustical panel Basis-of-Design product: USG Interiors, Inc. “Radar ClimaPlus 2410, 2’x 4’x 5/8”-Flat Black. Provide acoustical panels treated with manufacturer's standard antimicrobial formulation that inhibits fungus, mold, mildew, and gram-positive and gram-negative bacteria and showing no mold, mildew, or bacterial growth when tested according to ASTM D 3273 and evaluated according to ASTM D 3274 or ASTM G 21. B. Suspension Systems: Obtain each type from single source from single manufacturer. Provide manufacturer's standard direct- hung metal suspension systems of types, structural classifications, and finishes indicated that comply with applicable requirements in ASTM C 635/C 635M. Size attachment devices for five times the design load indicated in ASTM C 635/C 635M, Table 1, "Direct Hung," unless otherwise indicated. Comply with seismic design requirements. Wire Hangers, Braces, and Ties: Zinc-Coated, Carbon-Steel Wire: ASTM A 641/A 641M, Class 1 zinc coating, soft temper. Size: Select wire diameter so its stress at three times hanger design load (ASTM C 635/C 635M, Table 1, "Direct Hung") will be less than yield stress of wire, but provide not less than 0.106-inch-diameter wire. Basis-of-Design: USG Donn Brand DX/DXL, 15/16”suspension system, Flat Black. Wide-Face, Capped, Double-Web, Steel Suspension System: Main and cross runners roll formed from cold-rolled steel sheet; prepainted, electrolytically zinc coated, or hot-dip galvanized according to ASTM A 653/A 653M, not less than G30 coating designation; with prefinished 15/16- inch-wide metal caps on flanges. Structural classification: Heavy-duty system. Provide metal edge moldings and trim from acoustical panel manufacturer. Provide and install all hangers, clips, etc. necessary per structural details for ceiling. C. The width of the perimeter supporting closure angle shall be not less than 2" unless qualified perimeter supporting clips are used. In each orthogonal horizontal direction, one end of the ceiling grid shall be attached to the closure angle. The other end in each horizontal direction shall have a 3/4" clearance from the wall and shall rest upon and be free to slide on a closure angle. D. Except where rigid braces are used to limit lateral deflections, sprinkler heads and other penetrations, provide a 2" oversize ring, sleeve, or adapter through the ceiling tile to allow for free movement of at least 1" in all horizontal directions. Alternatively, a swing joint that can accommodate 1" of ceiling movement in all horizontal directions is permitted to be provided at the top of the sprinkler head extension. E. Lateral bracing for suspended ceiling shall be provided. Where ceiling is not supporting interior partitions, ceiling bracing shall be provided by four No. 12 gauge wires secured to the main runner within 2" of the cross-runner intersection and splayed 90 degrees from each other at an angle not exceeding 45 degrees from the plane of the ceiling. A strut (adequate to resist the vertical component from lateral loads) fastened to the main runner shall be extended to and fastened to the structural members of the roof or floor above. These horizontal restraint points shall be placed 12' o.c. in both directions with the first point within 6' of each wall. Attachment of restraint wires to the structure above shall be adequate for the load imposed. Installation: Install acoustical panel ceilings to comply with ASTM C 635/C 636/C 636M, ASTM E 580 Section 5 and seismic design requirements indicated, according to manufacturer's written instructions and CISCA's "Ceiling Systems Handbook." Repair of existing suspended acoustical panel ceiling systems (when existing ceilings are to be reused in the renovation): Examine conditions above ceiling system and the ceiling system itself prior to beginning the work. Determine extents of work required to patch, repair, replace and furnish all necessary materials and labor to meet the construction documents intent to reuse the existing ceiling system as indicated. If sloping the ceiling is indicated, main runners must run up the slope. Determine the manufacturer of the existing system and follow their instructions for reshaping and/or repair of the system for its continued use. Section-096513-Resilient Base and Accessories Furnish extra materials that match products installed and that are packaged with protective covering for storage and identified with labels describing contents equal to not less than 10 LF for every 500 LF of each type of product installed. Maintain ambient temperatures within range recommended by manufacturer. Acceptable manufacturers include Armstrong World Industries, Johnsonite (A Tarkett Co.) and Roppe Corporation USA. Product standard: STM F 1861, Type TP (rubber, thermoplastic). Group: I (solid, homogeneous). Provide Style A, Straight in areas with carpet and Style B, Cove in areas with resilient flooring. Thickness: 0.125 inch. Height as indicated on drawings. Lengths determined by coils in manufacturer’s standard length. Outside and inside corners; premolded or preformed corners. Colors as indicated on drawings or manufacturer’s designations. Molding Accessories: Acceptable manufacturers same as listed above plus Schluter Systems. Metal or resilient carpet edge for glue-down applications, reducer strip for resilient flooring, joiner for tile and carpet, and transition strips. Colors/Patterns as indicated on finish schedule. Installation: Comply with manufacturer's written instructions for installing and preparation of substrates for resilient base. Section 096519-Resilient Tile Flooring Store floor tile and installation materials in dry spaces protected from the weather, with ambient temperatures maintained within range recommended by manufacturer, but not less than 50 deg. F or more than 90 deg. F. Maintain manufacturer recommended temperatures during and after installation. Store tiles on flat surfaces. Fire-Test-Response characteristics: For resilient tile flooring, as determined by testing identical products according to ASTM E 648 or NFPA 253 by a qualified agency; Critical Radiant Flux Classification: Class I, not less than 0.45 W/sq. cm. Materials: Provide Armstrong Imperial Texture Standard Excelon unless noted otherwise in drawings. Color: Classic Black 51910. Trowelable leveling and patching compounds: Latex-modified, Portland cement based or blended hydraulic-cement formulation provided or approved by floor tile manufacturer for applications indicated. Adhesives: Water-resistant type recommended by floor tile and adhesive manufacturers to suit floor tile and substrate conditions indicated. Adhesive VOC content to be 50 g/L or less. Floor polish: Provide protective, liquid floor-polish products recommended by floor tile manufacturer. Edge strips to be homogeneous vinyl or rubber type; tapered or bullnose edge; approximately 1-1/2”wide. Color to match tile, unless noted otherwise. Installation: Examine substrates with installer present for compliance with requirements for maximum moisture content and other conditions affecting performance of the work. Prepare substrates according to floor tile manufacturer’s written instructions to ensure adhesion of resilient products. For concrete substrate, prepare according to ASTM F 710. Installation shall comply with manufacturer’s written instructions. Lay out floor tiles from center marks established with principal walls, so tiles at opposite edges of room are of equal width. Lay tiles square with room axis, unless shown or indicated otherwise in drawings. Scribe, cut, and fit floor tiles to butt neatly and tightly to vertical surfaces and permanent fixtures. Extend floor tiles into toe spaces, door reveals, closets and similar openings. Adhere floor tiles to flooring substrates using a full spread of adhesive applied to substrate to produce a completed installation without open cracks, voids, raising and puckering at joints, telegraphing of adhesive spreader marks and other surface imperfections. Comply with manufacturer’s written instructions for cleaning and protecting floor tile. Apply two coats of liquid floor polish, after cleaning and preparation work, per manufacture’s written instructions. Section 097200-Wall Coverings Furnish extra materials that match products installed and that are packaged with protective covering for storage and identified with labels describing contents equal to 5 percent of amount installed. Build mock-up of acoustic wall treatment system. Environmental Limitations: Do not deliver or install wall coverings until spaces are enclosed and weathertight, wet work in spaces is complete and dry, work above ceilings is complete, and temporary HVAC system is operating and maintaining ambient temperature and humidity conditions at levels intended for occupants after Project completion during the remainder of the construction period. Fire-Test-Response Characteristics: As determined by testing identical wall coverings applied with identical adhesives to substrates according to test method indicated below by a qualified testing agency. Identify products with appropriate markings of applicable testing agency. Surface-Burning Characteristics: Comply with ASTM E 84; testing by a qualified testing agency. Identify products with appropriate markings of applicable testing agency. Flame-Spread Index: 25 or less. Smoke-Developed Index: 50 or less. Acoustic Wall Panel Systems: Refer to the Finish Legend and Schedule in the documents to determine which fabric listed below is to be used in this auditorium renovation: 1. Pro-Stretch Acoustical Panels: As indicated in the drawings. EOMAC Site built fabric acoustic wall system. System composed of 2-1/8”fire resistant plastic track, 2”(6.0 lb/cbic foot) rigid acoustic core and fabric selected from standard available range. Tracks to be spaced per drawings. Fabric: 100% Recycled Polyester. Weight: 15.0 +/-1.0 oz. / Lin. Yard. Flammability: ASTM E-84, Class A NFPA 265; UBC 8-2: Passes. Color: Black. 2. As indicated in the drawings: Melfabco: 8 oz. Velourettte. Color: Black. Flammability: Inherently Flame Retardant. NFPA 701 (Small Scale). Wall Coverings: Refer to the Finish Legend and Schedule in the documents to determine which fabric listed below is to be used in this auditorium renovation: 1. As indicated in the drawings. EOMAC Décor II. Flammability Test Responses: Corner Burn-NFPA 265; UBC 8-2; Passes. Tunnel Test: ASTM E-84, Class A. 2. As indicated in the drawings: Melfabco: Tiara Wall Carpeting. Color: Onyx. Flammability: Class A, ASTM E84; NFPA 701-2004. 3. As indicated in the drawings: Wolf Gordon: Felt 605AW, anti-microbial. Color: Black Coal. Flammability: Class A, ASTM E84; NFPZ 701-2004. Adhesive: Mildew-resistant, nonstaining adhesive, for use with specific wall covering and substrate application indicated and as recommended in writing by wall-covering manufacturer. Primer/Sealer: Mildew resistant, as recommended in writing by primer/sealer and wall-covering manufacturers for intended substrate. Wall liner: Nonwoven, synthetic underlayment and adhesive as recommended in writing by wall- covering manufacturer. Seam Tape: As recommended in writing by wall-covering manufacturer. Preparation and installation: Comply with manufacturer's written instructions for surface preparation. Comply with wall-covering manufacturers' written installation instructions applicable to products and applications indicated. Section 099123-Interior Painting Furnish extra materials that match products installed and that are packaged with protective covering for storage and identified with labels describing contents equal to 5 percent (but not less than 1 gallon) of each material and color applied. 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. Apply paints only when temperature of surfaces to be painted and ambient air temperatures are between 50 and 95 deg F. Do not apply paints when relative humidity exceeds 85 percent at temperatures less than 5 deg F above the dew point or wet surfaces. Manufacturer: Sherwin Williams Company. Provide materials for use within each paint system that are compatible with one another and substrates indicated. 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. Colors: As indicated in a schedule on the Drawings and if not indicated as selected from a full range of colors available. Paint schedule as follows: A. Gypsum board on Lower Walls: 1. 1 Coat ProMar 200 Zero VOC Interior Latex Primer, (4 mils wet, 1.5 mils dry). 2. 2 Coats ProMar 200 Zero VOC Latex Eg-Shel, B20-2600 Series (4 mils wet, 1.6 mils dry per coat). B. Gypsum board on Higher Walls: 1. 1 Coat ProMar 200 Zero VOC Interior Latex Primer, (4 mils wet, 1.5 mils dry). 2. 2 Coats ProMar 400 Interior Latex Flat, B30B04600 (4 mils wet, 1.6 mils dry per coat). C. Gypsum Board Substrate for Graphic Wallcovering: 1. 1 Coat ProMar 200 Zero VOC Interior Latex Primer, B28W02600 Series (4 mils wet, 1.5 mils dry). 2. 2 Coats Solo 100% Acrylic Gloss, A77 Series (4 mils wet, 1.6 mils dry per coat). D. Wood: 1. For Wood Trim, Casings, Wall Caps, etc.: After installation, fill all holes with lightweight spackling compound. When spackle dries, lightly sand all trim with 120 grit sandpaper. For rough trim start with 80 grit sandpaper. Remove all dust with tack cloth before applying primer. After primer dries, lightly sand all trim with 120 grit sandpaper again and remove all dust with tack cloth before applying paint color coats. 2. 1 Coat ProMar 200 Zero VOC Interior Latex Primer, B28W02600 Series (4 mils wet, 1.5 mils dry). 3. 2 Coats Pro Industrial Water Based Alkyd Urethane Enamel, See Finish Legend for sheen and Series (6 to12 mils wet, 2.5 to 4 mils dry per coat). E. Concrete Masonry Units: 1. 1 coat block filler, latex, interior/exterior, MPI #4 2. Intermediate Coat: Latex, interior, matching topcoat 3. Topcoat: Latex, interior (MPI Gloss Level4), MPI #43 F. Steel (Handrails, Doors, Frames, Trim, etc.): 1. -For Repaints: Lightly Sand with 120 grit sandpaper and clean with water soluble cleaner such as Simple Green before painting. 2. -For Bare Metal: Minimum surface preparation is Hand Tool Clean per SSPC-SP2. Remove all oil and grease from surface per SSPC-SP1. 3. -1 coat Pro Industrial Pro-Cryl Primer (4 mils wet, 1.5 mils dry). 4. -2 coats Pro Industrial Water Based Alkyd Urethane Enamel, See Finish Legend for sheen and Series (6 to12 mils wet, 2.5 to 4 mils dry per coat). Preparation and installation: Maximum moisture content of substrates when measured with an electronic moisture meter as follows: Wood-15 percent. Gypsum Boardd-12 percent. Masonry-12 percent. Verify suitability of substrates, including surface conditions and compatibility with existing finishes and primers. Comply with manufacturer's written instructions and recommendations in "MPI Manual" applicable to substrates indicated. Apply paints according to manufacturer's written instructions and to recommendations in "MPI Manual." Painting Fire Suppression, Plumbing, HVAC, Electrical, Communication, and Electronic Safety and Security Work: Paint the following work where exposed in equipment rooms: Equipment, including panelboards and switch gear, Uninsulated metal piping, Uninsulated plastic piping, Pipe hangers and supports, Metal conduit, Plastic conduit, Tanks that do not have factory-applied final finishes and Duct, equipment, and pipe insulation having cotton or canvas insulation covering or other paintable jacket material. Paint the following work where exposed in occupied spaces: Equipment, including panelboards, Uninsulated metal piping, Uninsulated plastic piping, Pipe hangers and supports, Metal conduit, Plastic conduit, Duct, equipment, and pipe insulation having cotton or canvas insulation covering or other paintable jacket material, Other items as directed by Architect. Paint portions of internal surfaces of metal ducts, without liner, behind air inlets and outlets that are visible from occupied spaces. Section 102600-Wall Protection This section includes corner guards. Provide corner guards to match existing theater standard of outside corners of painted walls. If the documents do not contain a note to match existing, furnish products noted below. Furnish extra materials that match products installed and that are packaged with protective covering for storage and identified with labels describing contents: full-size flexible corner guards of maximum length equal to 2 percent of each type of units installed, but no fewer than two, 4-foot-long units. Special Warranty; Five years. Corner Guards: A. Surface-Mounted, Flexible Plastic Corner Guards: Fabricated from PVC plastic; with formed edges; fabricated with 90-or 135 degree turn to match wall condition. 1. Manufacturers: Subject to compliance with requirements, provide products by the following: a. IPC Door and Wall Protection Systems; Division of InPro Corporation. 2. Wing Size: Nominal 1-1/2 inches by 1-1/2 inches. 3. Flexible vinyl: 0.110-inch thickness. 4. Mounting: Manufacturer's heavy duty adhesive. 5. Color and Texture: Refer to Finish Legend. B. Surface-Mounted, Metal Corner Guards: Fabricated from one-piece, formed or extruded metal with formed edges; with 90-or 135-degree turn to match wall condition. 1. Manufacturers: Subject to compliance with requirements, provide products by the following: a. IPC Door and Wall Protection Systems; Division of InPro Corporation. 2. Material: Stainless steel, Type 304. a. Thickness: Minimum 0.0625-inch (1.6 mm). b. Finish: Directional satin, No. 4. 3. Wing Size: Nominal 1-1/2 inches by 1-1/2 inches (38 by 38 mm). 4. Corner Radius: 1/8-inch (3 mm). 5. Mounting: Flat-head, countersunk screws through factory-drilled mounting holes. Installation: Install impact-resistant wall protection units level, plumb, and true to line without distortions. Do not use materials with chips, cracks, voids, stains, or other defects that might be visible in the finished Work. Install impact-resistant wall protection units in locations and at mounting heights indicated on Drawings. Provide splices, mounting hardware, anchors, and other accessories required for a complete installation. Provide anchoring devices to withstand imposed loads. Section 104413-Fire Extinguisher Cabinets Fire Extinguishers: Provide cabinet with fire extinguisher where indicated. Provide cabinet for existing extinguishers to be reused. Conform to NFPA 10 requirements for portable fire extinguishers. Provide fire extinguishers, cabinets and accessories by a single manufacturer. Conform to UBC 43-6 (ASTM E814-83) for fire resistive wall performance where necessary. Conform to Americans with Disabilities Act 1990 on maximum cabinet projection of 4" in corridors where necessary. Fire Extinguisher cabinets to match building standard, unless noted otherwise. If located in the auditoriums, reference specified colors in the drawings. Fire Protection Cabinet: Cabinet Type: Suitable for fire extinguisher. Products: Subject to compliance with requirements. J. L. Industries, Inc., a division of Activar Construction Products Group; 1017 F10. A. Cabinet Construction: 1. Fire-Rated Cabinets: Construct fire-rated cabinets with double walls fabricated from 0.0428-inch-thick, cold-rolled steel sheet lined with minimum 5/8-inch-thick, fire-barrier material. Provide factory-drilled mounting holes. B. Cabinet Material: Steel sheet. 1. Shelf: Same metal and finish as cabinet. C. Semirecessed Cabinet: Cabinet box partially recessed in walls of sufficient depth to suit style of trim indicated; with one-piece combination trim and perimeter door frame overlapping surrounding wall surface with exposed trim face and wall return at outer edge (backbend). Provide where walls are of insufficient depth for recessed cabinets but are of sufficient depth to accommodate semirecessed cabinet installation. 1. Rolled-Edge Trim: 2-1/2-inch backbend depth. D. Cabinet Trim Material: Steel sheet. Door Material: Steel sheet. Door Style: Full bubble, frameless. Door Glazing Break acrylic bubble. E. Door Hardware: Manufacturer's standard door-operating hardware of proper type for cabinet type, trim style, and door material and style indicated. 1. Provide manufacturer's standard. 2. Provide continuous hinge, of same material and finish as trim, permitting door to open 180 degrees. F. Finishes: 1. Manufacturer's standard baked-enamel paint for the following: a. Exterior of cabinet door and trim except for those surfaces indicated to receive another finish. b. Interior of cabinet and door. Prepare recesses for semirecessed fire protection cabinets as required by type and size of cabinet and trim style. Install fire protection cabinets in locations and at mounting heights indicated or, if not indicated, at heights acceptable to authorities having jurisdiction. Section 12900-Tritium Exit Signage Tritium exit signage: Power free exit signs that require no electricity or battery power to work. They are illuminated via radioluminescence (low level nuclear decay). Scope of work may involve any combination of the following: remove existing, provide new and/or relocate existing tritium exist signs as shown on drawings. Note: Before removal or installation of tritium exit signs, email Facilities@AMCtheatres.com for information required for Nuclear Regulatory Commission paperwork. Include theatre general manager in all email and other communications about this item. Install per manufacturer recommendations. Products (no substitutions): A. Manufacturer: Isolite 1. For single face, black face/black frame, 20 year service life -Model No.: SLX-60-S-20-BK-BK-UN 2. For double face, black face/black frame, 20 year service life -Model No.: SLX-60-D-20-BK-BK-UN OR (If required by Authority Having Jurisdiction) 1. For single face, red face/black frame, 20 year service life -Model No.: SLX-60-S-20-R-BK-UN 2. For double face, red face/black frame, 20 year service life -Model No.: SLX-60-D-20-R-BK-UN LM : 0 1 / 0 2 / 1 9 1 1 City Comment 22 September 2022 Landlord acknowledges Tenant’s intent to expedite permitting by thesubmission of these drawings for Plan Check through the Authorities havingjurisdiction over Tenant’s construction. This acknowledgement by Landlorddoes not constitute an assumption of responsibility by Landlord for theaccuracy or sufficiency of Tenant’s drawings as intended for construction orpermitting, nor act to substitute Landlord’s approval of Tenant’s FinalWorking Drawings. The sole purpose of this stamp is to expedite Tenant’spermitting efforts, and in no way supersedes any provision of Tenant’sLease. It is the responsibility of the Tenant, Tenant’s Consultants, andTenant’s General Contractor to field verify all site conditions to ensure thework represented herein, satisfactorily meets Landlord’s design criteria andthe requirements of all local, state, and Federal building codes, laws, acts,rules, regulations, ordinances, permitting requirements, inspections, andreviews, including but not limited to the American’s with Disabilities Act, andFire Life Safety. PERMIT SUBMISSION APPROVAL ONLY URW REPRESENTATIVE DATE wagner.benites 12/20/2022 Auditorium #8 Re: A1/A4 New Occupant Load = 225 (recuced from current/original occupant load) 86'130' Existing exit to exterior Existing exit to exterior Existing exit stair from mezzanine level 115' Existing exit stair from mezzanine level Checked By Drawn By Project Number:Copyright 2022c ISSUED FOR: A 1 32 242322212019181716151413121110987654 2 31 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 B C D E F G H J K L M N P Q R Ga s t i n g e r W a l k e r Ar c h i t e c t s | I n t e r i o r D e s i g n e r s | C o n s t r u c t i o n M a n a g e r s 81 7 W y a n d o t t e K a n s a s C i t y M i s s o u r i 6 4 1 0 5 8 1 6 . 4 2 1 . 82 0 0 g a s t i n g e r w a l k e r . c o m MEP Structural Copyright © 2022 American Multi-Cinema Inc. Professional Certification: I, William Kevin Harden, certify that these documents were prepared or approved by me and that I am a duly licensed architect under the laws of the State of California, license number C-35744, expiration date 9/30/2023. Permit Submittal 15902 Midland Drive Shawnee, Kansas 66217 mail@hbengineerskc.com (913) 362-9090 phone C:\Users\nfan\Documents\2022-0922_IMAX at AMC Santa Anita 16 - Aud 8 - 26 Inch Rocker Deluxe_nfan4QK8K.rvt A0.4 Building Egress Theatre Level EN BS 2022.162 24 June 2022 AMC Entertainment 11500 Ash Street Leawood, Kansas 66211 888.262.4386 IMAX Renovation Santa Anita 16 Auditorium #8 400 S. Baldwin Ave., Suite 940-U Arcadia, CA 91007 Not to Scale A1 Egress - Theatre Level Landlord acknowledges Tenant’s intent to expedite permitting by thesubmission of these drawings for Plan Check through the Authorities havingjurisdiction over Tenant’s construction. This acknowledgement by Landlorddoes not constitute an assumption of responsibility by Landlord for theaccuracy or sufficiency of Tenant’s drawings as intended for construction orpermitting, nor act to substitute Landlord’s approval of Tenant’s FinalWorking Drawings. The sole purpose of this stamp is to expedite Tenant’spermitting efforts, and in no way supersedes any provision of Tenant’sLease. It is the responsibility of the Tenant, Tenant’s Consultants, andTenant’s General Contractor to field verify all site conditions to ensure thework represented herein, satisfactorily meets Landlord’s design criteria andthe requirements of all local, state, and Federal building codes, laws, acts,rules, regulations, ordinances, permitting requirements, inspections, andreviews, including but not limited to the American’s with Disabilities Act, andFire Life Safety. PERMIT SUBMISSION APPROVAL ONLY URW REPRESENTATIVE DATE wagner.benites 12/20/2022 Auditorium #8 Re: A1/A4 New Occupant Load = 225 (reduced from currrent/original occupant load) 81' 356' Exit stair to lobby level Remote pointExit stair to lobby level Checked By Drawn By Project Number:Copyright 2022c ISSUED FOR: A 1 32 242322212019181716151413121110987654 2 31 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 B C D E F G H J K L M N P Q R Ga s t i n g e r W a l k e r Ar c h i t e c t s | I n t e r i o r D e s i g n e r s | C o n s t r u c t i o n M a n a g e r s 81 7 W y a n d o t t e K a n s a s C i t y M i s s o u r i 6 4 1 0 5 8 1 6 . 4 2 1 . 82 0 0 g a s t i n g e r w a l k e r . c o m MEP Structural Copyright © 2022 American Multi-Cinema Inc. Professional Certification: I, William Kevin Harden, certify that these documents were prepared or approved by me and that I am a duly licensed architect under the laws of the State of California, license number C-35744, expiration date 9/30/2023. Permit Submittal 15902 Midland Drive Shawnee, Kansas 66217 mail@hbengineerskc.com (913) 362-9090 phone C:\Users\nfan\Documents\2022-0922_IMAX at AMC Santa Anita 16 - Aud 8 - 26 Inch Rocker Deluxe_nfan4QK8K.rvt A0.5 Building Egress Booth Level EN BS 2022.162 24 June 2022 AMC Entertainment 11500 Ash Street Leawood, Kansas 66211 888.262.4386 IMAX Renovation Santa Anita 16 Auditorium #8 400 S. Baldwin Ave., Suite 940-U Arcadia, CA 91007 Not to Scale A1 Egress - Booth Level Landlord acknowledges Tenant’s intent to expedite permitting by thesubmission of these drawings for Plan Check through the Authorities havingjurisdiction over Tenant’s construction. This acknowledgement by Landlorddoes not constitute an assumption of responsibility by Landlord for theaccuracy or sufficiency of Tenant’s drawings as intended for construction orpermitting, nor act to substitute Landlord’s approval of Tenant’s FinalWorking Drawings. The sole purpose of this stamp is to expedite Tenant’spermitting efforts, and in no way supersedes any provision of Tenant’sLease. It is the responsibility of the Tenant, Tenant’s Consultants, andTenant’s General Contractor to field verify all site conditions to ensure thework represented herein, satisfactorily meets Landlord’s design criteria andthe requirements of all local, state, and Federal building codes, laws, acts,rules, regulations, ordinances, permitting requirements, inspections, andreviews, including but not limited to the American’s with Disabilities Act, andFire Life Safety. PERMIT SUBMISSION APPROVAL ONLY URW REPRESENTATIVE DATE wagner.benites 12/20/2022 Checked By Drawn By Project Number:Copyright 2022c ISSUED FOR: A 1 32 242322212019181716151413121110987654 2 31 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 B C D E F G H J K L M N P Q R Ga s t i n g e r W a l k e r Ar c h i t e c t s | I n t e r i o r D e s i g n e r s | C o n s t r u c t i o n M a n a g e r s 81 7 W y a n d o t t e K a n s a s C i t y M i s s o u r i 6 4 1 0 5 8 1 6 . 4 2 1 . 82 0 0 g a s t i n g e r w a l k e r . c o m MEP Structural Copyright © 2022 American Multi-Cinema Inc. Permit Submittal 15902 Midland Drive Shawnee, Kansas 66217 mail@hbengineerskc.com (913) 362-9090 phone C:\Users\nfan\Documents\2022-0922_IMAX at AMC Santa Anita 16 - Aud 8 - 26 Inch Rocker Deluxe_nfan4QK8K.rvt A0.6 As-Built Information EN BS 2022.162 24 June 2022 AMC Entertainment 11500 Ash Street Leawood, Kansas 66211 888.262.4386 IMAX Renovation Santa Anita 16 Auditorium #8 400 S. Baldwin Ave., Suite 940-U Arcadia, CA 91007 Not to Scale A1 As-built Project Information PROVIDED FOR REFERENCE ONLY Landlord acknowledges Tenant’s intent to expedite permitting by thesubmission of these drawings for Plan Check through the Authorities havingjurisdiction over Tenant’s construction. This acknowledgement by Landlorddoes not constitute an assumption of responsibility by Landlord for theaccuracy or sufficiency of Tenant’s drawings as intended for construction orpermitting, nor act to substitute Landlord’s approval of Tenant’s FinalWorking Drawings. The sole purpose of this stamp is to expedite Tenant’spermitting efforts, and in no way supersedes any provision of Tenant’sLease. It is the responsibility of the Tenant, Tenant’s Consultants, andTenant’s General Contractor to field verify all site conditions to ensure thework represented herein, satisfactorily meets Landlord’s design criteria andthe requirements of all local, state, and Federal building codes, laws, acts,rules, regulations, ordinances, permitting requirements, inspections, andreviews, including but not limited to the American’s with Disabilities Act, andFire Life Safety. PERMIT SUBMISSION APPROVAL ONLY URW REPRESENTATIVE DATE wagner.benites 12/20/2022 Checked By Drawn By Project Number:Copyright 2022c ISSUED FOR: A 1 32 242322212019181716151413121110987654 2 31 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 B C D E F G H J K L M N P Q R Ga s t i n g e r W a l k e r Ar c h i t e c t s | I n t e r i o r D e s i g n e r s | C o n s t r u c t i o n M a n a g e r s 81 7 W y a n d o t t e K a n s a s C i t y M i s s o u r i 6 4 1 0 5 8 1 6 . 4 2 1 . 82 0 0 g a s t i n g e r w a l k e r . c o m MEP Structural Copyright © 2022 American Multi-Cinema Inc. Permit Submittal 15902 Midland Drive Shawnee, Kansas 66217 mail@hbengineerskc.com (913) 362-9090 phone C:\Users\nfan\Documents\2022-0922_IMAX at AMC Santa Anita 16 - Aud 8 - 26 Inch Rocker Deluxe_nfan4QK8K.rvt A0.7 As-Built Information EN BS 2022.162 24 June 2022 AMC Entertainment 11500 Ash Street Leawood, Kansas 66211 888.262.4386 IMAX Renovation Santa Anita 16 Auditorium #8 400 S. Baldwin Ave., Suite 940-U Arcadia, CA 91007 Not to Scale A1 As-built Auditorium Stairs Sections PROVIDED FOR REFERENCE ONLY Landlord acknowledges Tenant’s intent to expedite permitting by thesubmission of these drawings for Plan Check through the Authorities havingjurisdiction over Tenant’s construction. This acknowledgement by Landlorddoes not constitute an assumption of responsibility by Landlord for theaccuracy or sufficiency of Tenant’s drawings as intended for construction orpermitting, nor act to substitute Landlord’s approval of Tenant’s FinalWorking Drawings. The sole purpose of this stamp is to expedite Tenant’spermitting efforts, and in no way supersedes any provision of Tenant’sLease. It is the responsibility of the Tenant, Tenant’s Consultants, andTenant’s General Contractor to field verify all site conditions to ensure thework represented herein, satisfactorily meets Landlord’s design criteria andthe requirements of all local, state, and Federal building codes, laws, acts,rules, regulations, ordinances, permitting requirements, inspections, andreviews, including but not limited to the American’s with Disabilities Act, andFire Life Safety. PERMIT SUBMISSION APPROVAL ONLY URW REPRESENTATIVE DATE wagner.benites 12/20/2022 Existing Elevators Accessible vertical transportation to AMC Entry Level from parking and mall entry level. AMC Santa Anita 16 Accessible parking spaces Bus Stop Checked By Drawn By Project Number:Copyright 2022c ISSUED FOR: A 1 32 242322212019181716151413121110987654 2 31 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 B C D E F G H J K L M N P Q R Ga s t i n g e r W a l k e r Ar c h i t e c t s | I n t e r i o r D e s i g n e r s | C o n s t r u c t i o n M a n a g e r s 81 7 W y a n d o t t e K a n s a s C i t y M i s s o u r i 6 4 1 0 5 8 1 6 . 4 2 1 . 82 0 0 g a s t i n g e r w a l k e r . c o m MEP Structural Copyright © 2022 American Multi-Cinema Inc. Professional Certification: I, William Kevin Harden, certify that these documents were prepared or approved by me and that I am a duly licensed architect under the laws of the State of California, license number C-35744, expiration date 9/30/2023. Permit Submittal 15902 Midland Drive Shawnee, Kansas 66217 mail@hbengineerskc.com (913) 362-9090 phone C:\Users\nfan\Documents\2022-0922_IMAX at AMC Santa Anita 16 - Aud 8 - 26 Inch Rocker Deluxe_nfan4QK8K.rvt A1.0 Accessibility Compliance EN BS 2022.162 24 June 2022 AMC Entertainment 11500 Ash Street Leawood, Kansas 66211 888.262.4386 IMAX Renovation Santa Anita 16 Auditorium #8 400 S. Baldwin Ave., Suite 940-U Arcadia, CA 91007 Not to Scale A1 Accessibility Compliance - Parking Level Landlord acknowledges Tenant’s intent to expedite permitting by thesubmission of these drawings for Plan Check through the Authorities havingjurisdiction over Tenant’s construction. This acknowledgement by Landlorddoes not constitute an assumption of responsibility by Landlord for theaccuracy or sufficiency of Tenant’s drawings as intended for construction orpermitting, nor act to substitute Landlord’s approval of Tenant’s FinalWorking Drawings. The sole purpose of this stamp is to expedite Tenant’spermitting efforts, and in no way supersedes any provision of Tenant’sLease. It is the responsibility of the Tenant, Tenant’s Consultants, andTenant’s General Contractor to field verify all site conditions to ensure thework represented herein, satisfactorily meets Landlord’s design criteria andthe requirements of all local, state, and Federal building codes, laws, acts,rules, regulations, ordinances, permitting requirements, inspections, andreviews, including but not limited to the American’s with Disabilities Act, andFire Life Safety. PERMIT SUBMISSION APPROVAL ONLY URW REPRESENTATIVE DATE wagner.benites 12/20/2022 Existing drinking fountains A1.2 M14 A1.2 A20 A1.2 F14 Existing Elevator Accessible vertical transportation to AMC Entry Level from all parking levels 3 Accessible spaces Existing Elevator Accessible vertical transportation to AMC Entry Level from mall entry level Existing Elevator Accessible vertical transportation from AMC entry level to theatre mezzanine G.C. to field verify existing condition of all doors on the accessible route into the theater shall comply with CBC Section 11B-202 and CBC Section 11B-404: -Landings or floor level at doors shall not be more than 1/2" below the threshold. Raised thresholds and floor level changes greater than 1/4" at doorways shall be beveled with a slope note greater than one unit vertical in two units horizontal. -The bottom 10" of doors except automatic and sliding shall have a smooth, uninterrupted surface. -A maximum 5lb effort to operate doors. 2 Checked By Drawn By Project Number:Copyright 2022c ISSUED FOR: A 1 32 242322212019181716151413121110987654 2 31 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 B C D E F G H J K L M N P Q R Ga s t i n g e r W a l k e r Ar c h i t e c t s | I n t e r i o r D e s i g n e r s | C o n s t r u c t i o n M a n a g e r s 81 7 W y a n d o t t e K a n s a s C i t y M i s s o u r i 6 4 1 0 5 8 1 6 . 4 2 1 . 82 0 0 g a s t i n g e r w a l k e r . c o m MEP Structural Copyright © 2022 American Multi-Cinema Inc. Professional Certification: I, William Kevin Harden, certify that these documents were prepared or approved by me and that I am a duly licensed architect under the laws of the State of California, license number C-35744, expiration date 9/30/2023. Revision Date Permit Submittal 15902 Midland Drive Shawnee, Kansas 66217 mail@hbengineerskc.com (913) 362-9090 phone C:\Users\nfan\Documents\2022-0922_IMAX at AMC Santa Anita 16 - Aud 8 - 26 Inch Rocker Deluxe_nfan4QK8K.rvt A1.1 Accessibility Compliance EN BS 2022.162 24 June 2022 AMC Entertainment 11500 Ash Street Leawood, Kansas 66211 888.262.4386 IMAX Renovation Santa Anita 16 Auditorium #8 400 S. Baldwin Ave., Suite 940-U Arcadia, CA 91007 Not to Scale A1 Accessibility Compliance - Theatre Level 2 City Comment 2 December 2022 Landlord acknowledges Tenant’s intent to expedite permitting by thesubmission of these drawings for Plan Check through the Authorities havingjurisdiction over Tenant’s construction. This acknowledgement by Landlorddoes not constitute an assumption of responsibility by Landlord for theaccuracy or sufficiency of Tenant’s drawings as intended for construction orpermitting, nor act to substitute Landlord’s approval of Tenant’s FinalWorking Drawings. The sole purpose of this stamp is to expedite Tenant’spermitting efforts, and in no way supersedes any provision of Tenant’sLease. It is the responsibility of the Tenant, Tenant’s Consultants, andTenant’s General Contractor to field verify all site conditions to ensure thework represented herein, satisfactorily meets Landlord’s design criteria andthe requirements of all local, state, and Federal building codes, laws, acts,rules, regulations, ordinances, permitting requirements, inspections, andreviews, including but not limited to the American’s with Disabilities Act, andFire Life Safety. PERMIT SUBMISSION APPROVAL ONLY URW REPRESENTATIVE DATE wagner.benites 12/20/2022 Baby changing station Feminine napkin vendor (Not Used) Lavatory deck elevation Hand dryer section Lavatory section Water closet Semi-ambulatory Water closet Men's accessible Water closet Accessible Water closet Women's accessible Water closet 2' - 9 " 2' - 9 " Typical - Automatic flush with manual flush override Automated flush valve control mounting height 2' - 1" 2' - 1 0 " To p o f R i m o r co u n t e r i f f l u s h 9"1' - 4 " 5' - 0"5' - 0" 1' - 10"2' - 4"1' - 4" 1' - 4" 1' - 4" 2' - 4" 1' - 4" 2'- 9 " A D A H e i g h t 3' - 5 " S t d . H e i g h t 4' - 0 " 2' - 9 " m a x 3' - 2 " m i n 18" clear (±1") 1' - 0 " 4' - 1 0 " 17 " - 1 9 " 1' - 0 " 4 ' - 1 0 " 3' - 1 0 " 1' - 0 " 1' - 0 " 4 ' - 1 0 " 17 " - 1 9 " 17" Min 18" Max 12" min. 3' - 1 0 " 3' - 0" Min 3' - 6" min . 3" 2' - 3 " 1' - 0 " 1' - 0 " 4 ' - 1 0 " 3' - 6" 8" 11 " 9" 18" clear 1' - 0" 2' - 9 " 6" max 1' - 0" 7" 3' - 4 " 3' - 0" Max 1' - 0" 2' - 0" 1 1 11 1 1 1 1 / 2 " 1 1 / 2 " 35" Min to 37: Max 36" Inside partion If exposed insulate all pipes and projections. Non-ADA urinal ADA urinal 1' - 6"3' - 0" typ. 3' - 0"3' - 0" 1' - 0 " 4 ' - 0 " 1' - 1 0 " 1' - 5 " 1' - 5 " Ma x . 1' - 5" Max 1' - 2" Min 3' - 8 " M a x 1 1 1' - 0" 1' - 0" Mi n . 9" 29 " M i n . 8" Min. 27 " M i n . 11" Min.6" Min. 34 " M a x . 1 2'-0" Min.2'-0" Min.1 1 6" Min. 1 1 6" Min. Auditorium 15 Auditorium 14 Auditorium 13 Auditorium 12 Auditorium 11 Auditorium 10 Auditorium 16 Auditorium 9 Auditorium 8 Auditorium 7 Auditorium 1 Auditorium 2 Auditorium 3 Auditorium 4 Auditorium 6 Auditorium 5 A1.2 M14 A1.2 F14 A1.2 A20 14 ' - 1 " . G.C. to field verify existing wheelchair accessible toilet compartment shall comply with CBC Section 11B-213 and 11B-604.8.1. Relocate existing stall partitions as required to provide a 60"x60" clear floor space in front of the water closet. Provide a new self-closing device and compartment door with 34" unobstructed opening width as required. MEN'S RESTROOM Theatre Level 1 ø 5' - 0" 4'-8" F.V. 4' - 0 " F . V . 4'- 4 " F . V . 4'-8" F.V. A1.2 G1 Note: G.C. to field verify 50 percent of the total number of existing drinking fountains comply with CBC Sections 11B-602.1 through 11B-602.6, 11B-602.8 and 11B-602.9, and 50 percent of the total number of existing drinking fountains comply with CBC Sections 11B-602.7 and 11B-602.9. Re:for fixtures and accessories mounting height 5'-0" Min. 5'- 0 " M i n . Clear 2'-10" Min. 3'-1" Max. 2'-11" Min. Convert existing stall to Ambulatory Accessible Compartments per CBC Section 11B-604.8.2. Provide new ADA compliant toilet or seat extender as required. G.C. to field verify one of existing lavatories shall comply with CBC Section 11B-606. Re:for required knee clearance /A1 A1.2 /A1 A1.2 Provide new surface mount baby changing station shall comply with CBC Section 11B-226.4, Section 11B-309 and Section 11B-902 G.C. to field verify existing accessible signage shall comply with CBC Section 11B-703, Re:/A15 A1.2 G.C. to field verify existing accessible signage shall comply with CBC Section 11B-703, Re:/A15 A1.2 Min. 1'-6"F.V. 5'-0" Min. F.V. 1'-6" Min. F.V. 1'-0" Min. F.V. 1'-6" Min. F.V. 1'-0" Min. Existing 36" door to remain, G.C. to field verify door hardware comply with CBC Section 11B-404.2.7 Existing 36" door to remain, G.C. to field verify door hardware comply with CBC Section 11B-404.2.7 ø 5' - 0" WOMEN'S RESTROOM Theatre Level 1 4'-0" F.V. 4'-0" F.V.4'-0" F.V. 4'-0" F.V. 5'-0" Min. 5'-1 1/2" F.V. 5'-0" Min. 5'-1 1/2" F.V. 4'-8" Min. 3'-6" Min. 5'-0" F.V. 4'-8" Min. 3'-0" Min. 5'-0" F.V. 4'-4" F.V. 4'-4" F.V. 4'-4" F.V. Note: G.C. to field verify 50 percent of the total number of existing drinking fountains comply with Sections 11B-602.1 through 11B-602.6, 11B-602.8 and 11B-602.9, and 50 percent of the total number of existing drinking fountains comply with Sections 11B-602.7 and 11B-602.9. Re:for fixtures and accessories mounting height/A1 A1.2 G.C. to field verify existing accessible signage shall comply with CBC Section 11B-703, Re:/A15 A1.2 G.C. to field verify existing accessible signage shall comply with CBC Section 11B-703, Re: G.C. to field verify one of existing lavatories shall comply with CBC Section 11B-606. Re:for required knee clearance /A15 A1.2 /A1 A1.2 Clear 2'-10" Min. G.C. to field verify existing wheelchair accessible toilet compartment shall comply with CBC Section 11B-213 and 11B-604.8.1. Relocate existing stall partitions as required to provide a 60"x60" clear floor space in front of the water closet. Provide a new self-closing device and compartment door with 34" unobstructed opening width as required. Clear 2'-10" Min. G.C. to field verify existing baby changing table shall comply with CBC Section 11B-226.4, Section 11B-309 and Section 11B-902 F.V. 1'-6" Min. F.V. 1'-0" Min. F.V. 1'-6" Min. F.V. 1'-0" Min.Existing 36" door to remain, G.C. to field verify door hardware comply with CBC Section 11B-404.2.7 Existing 36" door to remain, G.C. to field verify door hardware comply with CBC Section 11B-404.2.7 Existing vertical grab bar 18 inches long Existing 42" horizontal grab bar Existing wall hung water closet with carrier in wall and automatic flush valve Existing wall hung lavatory Existing 36" horizontal grab bar 7'-10" F.V. 7'-10" F.V. ø 5' - 0" 4'-0" Min. 5'-5" F.V. 5'-0" Min. 1'-6" Min.30"x48" Clear floor space beyond the arc of the door swing 2'-8" Min. 2'-10" F.V. Note: G.C. to field verify existing restroom, fixtures, and accessories comply with CBC Section 11B-603 G.C. to field verify existing unisex restroom symbol is provided and complies with DSA Policy, Assembly Bill 1732 in 2016, Health and Safety Code Section 118600, and CPC Section 422.2.1 5'-0" 1'-6" Min. 4'-0" F.V. Min. 1'-0" 1 1/2" Min. 1'-0" Min. 1 1/2"1 1/2" Recessed Dispenser Condition Protruded Dispenser Condition Dispenser Dispenser Toe Clearance 17" Min. - 25" Max. Plan View 16" Min.16" Min.16" Min.16" Min. Existing accessible drinking fountain Clear Floor Space 30" Min. Clear Floor Space 48" Min. 18" Min. SectionElevation Top of spout 36" max. Top of spout 36" Max. Wall-mounted 18" Min. - 19" Max. Knee Clearance 27" Min 8" Min. Min 9" Max 6" Note: G.C. to field verify 50 percent of the total number of existing drinking fountains comply with Sections 11B-602.1 through 11B-602.6, 11B-602.8 and 11B-602.9, and 50 percent of the total number of existing drinking fountains comply with Sections 11B-602.7 and 11B-602.9. Existing accessible drinking fountain Spout 15" Min.Spout 5" Max. Knee Clearance 27" Min. Checked By Drawn By Project Number:Copyright 2022c ISSUED FOR: A 1 32 242322212019181716151413121110987654 2 31 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 B C D E F G H J K L M N P Q R Ga s t i n g e r W a l k e r Ar c h i t e c t s | I n t e r i o r D e s i g n e r s | C o n s t r u c t i o n M a n a g e r s 81 7 W y a n d o t t e K a n s a s C i t y M i s s o u r i 6 4 1 0 5 8 1 6 . 4 2 1 . 82 0 0 g a s t i n g e r w a l k e r . c o m MEP Structural Copyright © 2022 American Multi-Cinema Inc. Professional Certification: I, William Kevin Harden, certify that these documents were prepared or approved by me and that I am a duly licensed architect under the laws of the State of California, license number C-35744, expiration date 9/30/2023. Revision Date Permit Submittal 15902 Midland Drive Shawnee, Kansas 66217 mail@hbengineerskc.com (913) 362-9090 phone C:\Users\nfan\Documents\2022-0922_IMAX at AMC Santa Anita 16 - Aud 8 - 26 Inch Rocker Deluxe_nfan4QK8K.rvt A1.2 Accessibility Compliance EN BS 2022.162 24 June 2022 AMC Entertainment 11500 Ash Street Leawood, Kansas 66211 888.262.4386 IMAX Renovation Santa Anita 16 Auditorium #8 400 S. Baldwin Ave., Suite 940-U Arcadia, CA 91007 Not to Scale A1 Fixtures Heights Not to Scale L1 Restroom Locations Plan 1/4" = 1'-0"A1.1 M14 Existing Men's Restroom - Enlarged Floor Plan 0 1' 2' 4' 1/4" = 1'-0"A1.1 F14 Existing Women's Restroom - Enlarged Floor Plan 0 1' 2' 4' 1/4" = 1'-0"A1.1 A20 Existing Family Restroom - Enlarged Floor Plan 0 1' 2' 4' 1/2" = 1'-0"A1.2 G1 Existing Drinking Fountains 0 1' 2' 4' NORTH NORTH NORTH NORTH NORTH 1 1 11 1/2" = 1'-0" A15 Existing Restroom Signs 0 2" 4" 8" 1 1 1 City Comment 22 September 2022 Landlord acknowledges Tenant’s intent to expedite permitting by thesubmission of these drawings for Plan Check through the Authorities havingjurisdiction over Tenant’s construction. This acknowledgement by Landlorddoes not constitute an assumption of responsibility by Landlord for theaccuracy or sufficiency of Tenant’s drawings as intended for construction orpermitting, nor act to substitute Landlord’s approval of Tenant’s FinalWorking Drawings. The sole purpose of this stamp is to expedite Tenant’spermitting efforts, and in no way supersedes any provision of Tenant’sLease. It is the responsibility of the Tenant, Tenant’s Consultants, andTenant’s General Contractor to field verify all site conditions to ensure thework represented herein, satisfactorily meets Landlord’s design criteria andthe requirements of all local, state, and Federal building codes, laws, acts,rules, regulations, ordinances, permitting requirements, inspections, andreviews, including but not limited to the American’s with Disabilities Act, andFire Life Safety. PERMIT SUBMISSION APPROVAL ONLY URW REPRESENTATIVE DATE wagner.benites 12/20/2022 Checked By Drawn By Project Number:Copyright 2022c ISSUED FOR: A 1 32 242322212019181716151413121110987654 2 31 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 B C D E F G H J K L M N P Q R Ga s t i n g e r W a l k e r Ar c h i t e c t s | I n t e r i o r D e s i g n e r s | C o n s t r u c t i o n M a n a g e r s 81 7 W y a n d o t t e K a n s a s C i t y M i s s o u r i 6 4 1 0 5 8 1 6 . 4 2 1 . 82 0 0 g a s t i n g e r w a l k e r . c o m MEP Structural Copyright © 2022 American Multi-Cinema Inc. Professional Certification: I, William Kevin Harden, certify that these documents were prepared or approved by me and that I am a duly licensed architect under the laws of the State of California, license number C-35744, expiration date 9/30/2023. Permit Submittal 15902 Midland Drive Shawnee, Kansas 66217 mail@hbengineerskc.com (913) 362-9090 phone C:\Users\nfan\Documents\2022-0922_IMAX at AMC Santa Anita 16 - Aud 8 - 26 Inch Rocker Deluxe_nfan4QK8K.rvt A2.0 Green Building Compliance Author Checker 2022.162 24 June 2022 AMC Entertainment 11500 Ash Street Leawood, Kansas 66211 888.262.4386 IMAX Renovation Santa Anita 16 Auditorium #8 400 S. Baldwin Ave., Suite 940-U Arcadia, CA 91007 Landlord acknowledges Tenant’s intent to expedite permitting by thesubmission of these drawings for Plan Check through the Authorities havingjurisdiction over Tenant’s construction. This acknowledgement by Landlorddoes not constitute an assumption of responsibility by Landlord for theaccuracy or sufficiency of Tenant’s drawings as intended for construction orpermitting, nor act to substitute Landlord’s approval of Tenant’s FinalWorking Drawings. The sole purpose of this stamp is to expedite Tenant’spermitting efforts, and in no way supersedes any provision of Tenant’sLease. It is the responsibility of the Tenant, Tenant’s Consultants, andTenant’s General Contractor to field verify all site conditions to ensure thework represented herein, satisfactorily meets Landlord’s design criteria andthe requirements of all local, state, and Federal building codes, laws, acts,rules, regulations, ordinances, permitting requirements, inspections, andreviews, including but not limited to the American’s with Disabilities Act, andFire Life Safety. PERMIT SUBMISSION APPROVAL ONLY URW REPRESENTATIVE DATE wagner.benites 12/20/2022 . Checked By Drawn By Project Number:Copyright 2022c ISSUED FOR: A 1 32 242322212019181716151413121110987654 2 31 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 B C D E F G H J K L M N P Q R Ga s t i n g e r W a l k e r Ar c h i t e c t s | I n t e r i o r D e s i g n e r s | C o n s t r u c t i o n M a n a g e r s 81 7 W y a n d o t t e K a n s a s C i t y M i s s o u r i 6 4 1 0 5 8 1 6 . 4 2 1 . 82 0 0 g a s t i n g e r w a l k e r . c o m MEP Structural Copyright © 2022 American Multi-Cinema Inc. Professional Certification: I, William Kevin Harden, certify that these documents were prepared or approved by me and that I am a duly licensed architect under the laws of the State of California, license number C-35744, expiration date 9/30/2023. Permit Submittal 15902 Midland Drive Shawnee, Kansas 66217 mail@hbengineerskc.com (913) 362-9090 phone C:\Users\nfan\Documents\2022-0922_IMAX at AMC Santa Anita 16 - Aud 8 - 26 Inch Rocker Deluxe_nfan4QK8K.rvt A2.1 Green Building Compliance EN BS 2022.162 24 June 2022 AMC Entertainment 11500 Ash Street Leawood, Kansas 66211 888.262.4386 IMAX Renovation Santa Anita 16 Auditorium #8 400 S. Baldwin Ave., Suite 940-U Arcadia, CA 91007 Not to Scale A1 Green Building - Check List Landlord acknowledges Tenant’s intent to expedite permitting by thesubmission of these drawings for Plan Check through the Authorities havingjurisdiction over Tenant’s construction. This acknowledgement by Landlorddoes not constitute an assumption of responsibility by Landlord for theaccuracy or sufficiency of Tenant’s drawings as intended for construction orpermitting, nor act to substitute Landlord’s approval of Tenant’s FinalWorking Drawings. The sole purpose of this stamp is to expedite Tenant’spermitting efforts, and in no way supersedes any provision of Tenant’sLease. It is the responsibility of the Tenant, Tenant’s Consultants, andTenant’s General Contractor to field verify all site conditions to ensure thework represented herein, satisfactorily meets Landlord’s design criteria andthe requirements of all local, state, and Federal building codes, laws, acts,rules, regulations, ordinances, permitting requirements, inspections, andreviews, including but not limited to the American’s with Disabilities Act, andFire Life Safety. PERMIT SUBMISSION APPROVAL ONLY URW REPRESENTATIVE DATE wagner.benites 12/20/2022 Checked By Drawn By Project Number:Copyright 2022c ISSUED FOR: A 1 32 242322212019181716151413121110987654 2 31 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 B C D E F G H J K L M N P Q R Ga s t i n g e r W a l k e r Ar c h i t e c t s | I n t e r i o r D e s i g n e r s | C o n s t r u c t i o n M a n a g e r s 81 7 W y a n d o t t e K a n s a s C i t y M i s s o u r i 6 4 1 0 5 8 1 6 . 4 2 1 . 82 0 0 g a s t i n g e r w a l k e r . c o m MEP Structural Copyright © 2022 American Multi-Cinema Inc. Professional Certification: I, William Kevin Harden, certify that these documents were prepared or approved by me and that I am a duly licensed architect under the laws of the State of California, license number C-35744, expiration date 9/30/2023. Permit Submittal 15902 Midland Drive Shawnee, Kansas 66217 mail@hbengineerskc.com (913) 362-9090 phone C:\Users\nfan\Documents\2022-0922_IMAX at AMC Santa Anita 16 - Aud 8 - 26 Inch Rocker Deluxe_nfan4QK8K.rvt A2.2 Green Building Compliance EN BS 2022.162 24 June 2022 AMC Entertainment 11500 Ash Street Leawood, Kansas 66211 888.262.4386 IMAX Renovation Santa Anita 16 Auditorium #8 400 S. Baldwin Ave., Suite 940-U Arcadia, CA 91007 Landlord acknowledges Tenant’s intent to expedite permitting by thesubmission of these drawings for Plan Check through the Authorities havingjurisdiction over Tenant’s construction. This acknowledgement by Landlorddoes not constitute an assumption of responsibility by Landlord for theaccuracy or sufficiency of Tenant’s drawings as intended for construction orpermitting, nor act to substitute Landlord’s approval of Tenant’s FinalWorking Drawings. The sole purpose of this stamp is to expedite Tenant’spermitting efforts, and in no way supersedes any provision of Tenant’sLease. It is the responsibility of the Tenant, Tenant’s Consultants, andTenant’s General Contractor to field verify all site conditions to ensure thework represented herein, satisfactorily meets Landlord’s design criteria andthe requirements of all local, state, and Federal building codes, laws, acts,rules, regulations, ordinances, permitting requirements, inspections, andreviews, including but not limited to the American’s with Disabilities Act, andFire Life Safety. PERMIT SUBMISSION APPROVAL ONLY URW REPRESENTATIVE DATE wagner.benites 12/20/2022 Checked By Drawn By Project Number:Copyright 2022c ISSUED FOR: A 1 32 242322212019181716151413121110987654 2 31 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 B C D E F G H J K L M N P Q R Ga s t i n g e r W a l k e r Ar c h i t e c t s | I n t e r i o r D e s i g n e r s | C o n s t r u c t i o n M a n a g e r s 81 7 W y a n d o t t e K a n s a s C i t y M i s s o u r i 6 4 1 0 5 8 1 6 . 4 2 1 . 82 0 0 g a s t i n g e r w a l k e r . c o m MEP Structural Copyright © 2022 American Multi-Cinema Inc. Professional Certification: I, William Kevin Harden, certify that these documents were prepared or approved by me and that I am a duly licensed architect under the laws of the State of California, license number C-35744, expiration date 9/30/2023. Permit Submittal 15902 Midland Drive Shawnee, Kansas 66217 mail@hbengineerskc.com (913) 362-9090 phone C:\Users\nfan\Documents\2022-0922_IMAX at AMC Santa Anita 16 - Aud 8 - 26 Inch Rocker Deluxe_nfan4QK8K.rvt A2.3 Green Building Compliance EN BS 2022.162 24 June 2022 AMC Entertainment 11500 Ash Street Leawood, Kansas 66211 888.262.4386 IMAX Renovation Santa Anita 16 Auditorium #8 400 S. Baldwin Ave., Suite 940-U Arcadia, CA 91007 Landlord acknowledges Tenant’s intent to expedite permitting by thesubmission of these drawings for Plan Check through the Authorities havingjurisdiction over Tenant’s construction. This acknowledgement by Landlorddoes not constitute an assumption of responsibility by Landlord for theaccuracy or sufficiency of Tenant’s drawings as intended for construction orpermitting, nor act to substitute Landlord’s approval of Tenant’s FinalWorking Drawings. The sole purpose of this stamp is to expedite Tenant’spermitting efforts, and in no way supersedes any provision of Tenant’sLease. It is the responsibility of the Tenant, Tenant’s Consultants, andTenant’s General Contractor to field verify all site conditions to ensure thework represented herein, satisfactorily meets Landlord’s design criteria andthe requirements of all local, state, and Federal building codes, laws, acts,rules, regulations, ordinances, permitting requirements, inspections, andreviews, including but not limited to the American’s with Disabilities Act, andFire Life Safety. PERMIT SUBMISSION APPROVAL ONLY URW REPRESENTATIVE DATE wagner.benites 12/20/2022 General Demolition Notes 1. Hazardous materials, if present, shall be removed by Others. If materials suspected of containing hazardous materials are encountered, do not disturb; immediately notify Owner and Architect. 2. All conditions noted are from a visual observation only and must be field verified by the Contractor. 3. The Contractor shall be responsible for verifying all existing conditions. Any discrepancies which will prevent the accomplishment of the intent shown on the drawings shall be brought to the immediate attention of the Architect. It is expressly understood that the Owner will not be responsible for interpretations and conclusions drawn by the Contractor. 4. Areas adjacent to the project area may be occupied during demolition/construction. Demolition shall not interfere with the building's normal operations in any way without the owner's consent. 5. Should any questions arise regarding the interpretation of the Contract Documents, reference shall be made to the Architect whose written decision theron shall be final and conclusive. No alleged oral admission, condonation, or inadvertent neglect on the part of the Architect and/or Owner shall be accepted as an excuse for failure to comply with the Contract Documents. 6. The Contractor is responsible for cutting, removing, and patching all existing construction as required to allow for other work. 7. Contractor is responsible for protecting existing construction to remain. All existing construction to remain that is disturbed by demolition shall be repaired to original condition. 8. Contractor shall coordinate all schedules with owner prior to commencement of work, including demolition duration, working times, building access and after-hours work. 9. Pre-demolition photographs or video: Show existing conditions of adjoining construction including finish surfaces, that might be misconstrued as damage caused by selective demolition. 19. Contractor shall verify existing utility locations under existing concrete slab prior to demolition. Contractor shall use x-ray or ultrasonic floor detection to locate all underground conduits and plumbing. Protect existing utilities unless otherwise noted. 20. Where demolition is required beyond the limits of the project area to route new ductwork, piping, conduits, etc., rated walls and smoke barriers shall be patched by the Contractor requiring penetrations. All finishes damaged by the work shall be restored to their original condition. 21. This demolition plan is intended only to provide a schematic representation of the minimum demolition required to achieve the new design intent. The Contractor is responsible for any and all demolition required for the proper execution of the work. 21. This demolition plan is intended only to provide a schematic representation of the minimum demolition required to achieve the new design intent. The Contractor is responsible for any and all demolition required for the proper execution of the work. 10. Comply with governing EPA notification regulations before beginning selective demolition. Comply with hauling and disposal regulations of authorities having jurisdiction. 11. Care is to be taken to avoid damage of adjacent areas. 12. Before removal or installation of tritium exit signs, email Facilities@AMCtheatres.com for information required for Nuclear Regulatory Commission paperwork. Include theatre general manager in all email and other communications about this item. 13. Contractor shall provide shoring, bracing, and any other means required to protect and maintain the safety, integrity, and stability of all existing and new construction. 14. Where existing flooring is removed, surface shall be clean, smooth and free of protruding items (nails, bolts, etc.) and suitable for installation of new finish. Patch existing concrete and level all flooring per new flooring manufacturer recommendations. 15. Contractor shall remove, haul off site and properly dispose of all material not to be salvaged. 16. Do not cut or remove any structural elements in a manner that could change their load-carrying or deflection ratio unless noted and braced appropriately. Contractor shall notify Architect and Owner if any work may affect structural elements. Provide temporary support and protect existing conditions as required. 17. Building and site shall be left broom clean following demolition. 18. Contractor shall exercise caution when disconnecting and removing electrical devices to ensure that the circuits are not energized. Remove electrical devices, boxes, coverplates, and lighting fixtures as noted or from walls and millwork noted for demolition. Remove conduit and wire back to source. 22. See engineering drawings for additional scope of demolition work. 23. After demolition and before start of new construction the general contractor (GC) is to verify width and depth of auditorium and notify architect if site dimension vary more than 1”for those shown here. 24. Any existing speakers to remain are to be completely wrapped and sealed in 6 mil (min.) polyethylene sheeting prior to start of demolition. Protection to remain in place until all surrounding wall and ceiling finish work is complete. 25. Where work affects exisitng fire-rated assemblies, G.C shall contact Architect immediately for instructions concerning the patching / repair of fire-rated assemblies. Original Seat Count Fixed 270 Accessible 5 Total 275 1. In Auditorium, remove and dispose of all existing wall and floor strip lighting, existing resilient base and ceramic tile, carpet and transition pieces on floors, stairs and cross aisles. Remove resilient flooring where new topping concrete or carpet is to be installed. Leave resilient flooring in place where being built over with metal framing, decking, etc. Prepare all walls for new paint, wall covering and carpet base. 2. Refer to electrical for removal of speakers, lighting, etc. 3. Remove and dispose of all metal handrails and guardrails in Auditorium. 4. See ceiling plans and elevations for further demolition notes. Auditorium Demolition Notes 5. Remove all existing seating. Store/ship/dispose of removed seating as directed by AMC. DEMOLITION PLAN KEY - Existing walls to remain - Walls to be removed - Floors, seating risers, steps, etc. to be removed 23 23 20 23 23 23 23 23 23 23 25 Auditorium #8 (IMAX) Centerline of screen and auditorium Remove all existing seating, store/ship/dispose per owner direction Existing stairs to remain, typical Existing IMAX DFL speakers to remain, unless directed otherwise by AMC Existing stairs to remain, typical Remove all existing handrails, typical Existing IMAX DFL speakers to remain, unless directed otherwise by AMC Existing 2" thick acoustical insulation to remain, typical, patch as necessary Existing IMAX screen frame to remain, existing screen sheet to be removed and replaced Existing floor-mounted guardrails to be removed, typical Existing metal handrails to be removed, typical Existing sub-bass speaker to be removed, store/ship per owner Existing floor-mounted guardrails to be removed, typical 23 -2' - 6 1/4"-2' - 0 1/2"-1' - 0 1/2"0"1' - 0 3/4"2' - 6 1/4"3' - 11 3/4"5' - 5 1/2"6' - 11 1/4"8' - 5"9' - 11"11' - 5"12' - 11" 16' - 10 1/4" 0" 0" Existing 4" thick acoustical insulation to remain, typical, patch as necessary Projection Equipment Room Office Electrical Room 1' - 0 3/4" Down Slope 1:12 max. Existing ramp to remain Remove existing seating risers and steps down to main floor slab (elevation -2'-6 1/4") as needed for new construction, patch, repair and level portions of existing floor slab exposed that will not be built over, Re: Structural -1 1/4"0"1' - 0 3/4" Slope 1:20 max. Existing sloped floor to remain Down Existing exit door at grade to exterior mezzanine, to remain Down Slope 1:12 max. Existing ramp to remain Ma t c h l i n e Ma t c h l i n e Remove existing non-IMAX wall-mounted speakers, remove all sconce lighting, typical Remove all existing wall finishes, carpeting, and usher lighting, to be replaced Exterior Exterior Mezzanine For Equipment Room, Refer to /A1 A6/A1 A6 Existin sheet roll linoleum to remain, typical Note: G.C shall confirm construction site requirements with city officials and comply with the requirements where applicable. Existing carpeting to be removed Existing carpeting to be removed, typical 1 1 ALTERNATE 2 -AUDITORIUM SIDE WALL FINISHES • Existing auditorium side and rear wall finishes (Acoustical Panels) to remain. • Existing handrails to remain entry corridors and from the cross aisle back, new handrails at new steps in front of cross aisle. • No wall covering below acoustical sidewall panels, existing painted gypsum board to remain. ALTERNATE 1 -FLOORING • Remove sheet roll linoleum with rubber corners at nosing, remove glue/mastic prior to installation of new carpet • Install new carpet under seating risers in rows E through M • Install new 4" carpet base at face of seating risers in rows E through M Checked By Drawn By Project Number:Copyright 2022c ISSUED FOR: A 1 32 242322212019181716151413121110987654 2 31 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 B C D E F G H J K L M N P Q R Ga s t i n g e r W a l k e r Ar c h i t e c t s | I n t e r i o r D e s i g n e r s | C o n s t r u c t i o n M a n a g e r s 81 7 W y a n d o t t e K a n s a s C i t y M i s s o u r i 6 4 1 0 5 8 1 6 . 4 2 1 . 82 0 0 g a s t i n g e r w a l k e r . c o m MEP Structural Copyright © 2022 American Multi-Cinema Inc. Professional Certification: I, William Kevin Harden, certify that these documents were prepared or approved by me and that I am a duly licensed architect under the laws of the State of California, license number C-35744, expiration date 9/30/2023. Revision Date Permit Submittal 15902 Midland Drive Shawnee, Kansas 66217 mail@hbengineerskc.com (913) 362-9090 phone C:\Users\nfan\Documents\2022-0922_IMAX at AMC Santa Anita 16 - Aud 8 - 26 Inch Rocker Deluxe_nfan4QK8K.rvt A3 Auditorium #8 Demolition Plan EN BS 2022.162 24 June 2022 AMC Entertainment 11500 Ash Street Leawood, Kansas 66211 888.262.4386 IMAX Renovation Santa Anita 16 Auditorium #8 400 S. Baldwin Ave., Suite 940-U Arcadia, CA 91007 0 1' 2' 4' CONTRACTOR NOTE: SURVEY ABOVE CEILING CONDITIONS AT NEW SPEAKER LOCATIONS, BEFORE STARTING ANY WORK. CONTACT OWNER AND ARCHITECT IMMEDIATELY IF CONFLICTS ARE DISCOVERED 1/4" = 1'-0" D1 Auditorium #8 - Demolition PLan NORTH 1 City Comment 22 September 2022 Landlord acknowledges Tenant’s intent to expedite permitting by thesubmission of these drawings for Plan Check through the Authorities havingjurisdiction over Tenant’s construction. This acknowledgement by Landlorddoes not constitute an assumption of responsibility by Landlord for theaccuracy or sufficiency of Tenant’s drawings as intended for construction orpermitting, nor act to substitute Landlord’s approval of Tenant’s FinalWorking Drawings. The sole purpose of this stamp is to expedite Tenant’spermitting efforts, and in no way supersedes any provision of Tenant’sLease. It is the responsibility of the Tenant, Tenant’s Consultants, andTenant’s General Contractor to field verify all site conditions to ensure thework represented herein, satisfactorily meets Landlord’s design criteria andthe requirements of all local, state, and Federal building codes, laws, acts,rules, regulations, ordinances, permitting requirements, inspections, andreviews, including but not limited to the American’s with Disabilities Act, andFire Life Safety. PERMIT SUBMISSION APPROVAL ONLY URW REPRESENTATIVE DATE wagner.benites 12/20/2022 Indicates a Designated Aisle Seat with fold up aisle side armrest and identification marker per 2019 CBC Ref: 11B-221.4 and 11B-802.4 Indicates a Companion Seat provided shoulder to shoulder next to a wheelchair space per 2019 CBC, Ref: 11B-221.3 and 11B-802.3 Assistive listening system All existing auditoriums in the theatre complex have an assistive listening system; it will be maintained and modified as needed in this auditorium renovation per 2019 CBC, Ref: 11B-219 and 11B-706 Semi-ambulatory seats: All seats in Auditorium #8 are at cross aisle. Semi-ambulant seat code requirement of 2' of clear leg space between the front of the seat and the knee wall per 2019 CBC, Ref: 11B-802.5 New Seat Count Fixed 220 Accessible 5 Total 225 4'-4 3/4" 1' - 0 3/4" Notify architect if deviation is greater than 1" 78'-8" - G.C to verify prior to start of construction Throw 71'-4 3/4" 2' - 6 1/4"3' - 11 3/4"5' - 5 1/2"6' - 11 1/4"8' - 5"9' - 11"11' - 5" 12' - 11" 20 5" Existing IMAX image width = 51'-8" (1.9:1 Aspect Ratio) 9" Notify architect if deviation is greater than 1" 52'-9 1/2" - G.C to verify prior to start construction 20 20 20 20 20 20 14 -2' - 6 1/4" 20 19 16 16 4'-6 3/4" Office (no work) Electrical Room (no work) -7 3/4"-1' - 7"-2' - 6 1/4"Auditorium #8 (IMAX) Centerline of screen and auditorium Existing IMAX speakers to remain, unless directed otherwise by AMC New 26" tall wall, Re: StructuralNew 22" tall walls New seating: Telescopic Rocker Deluxe with raised arm box and lock down seat Existing Aisle Stairs, to remain New wall-mounted steel handrails paint (PP-31), brackets paint (PP-1), typical, Re: Structural New sloped lid behind seats, Re: Install IMAX Screen Shaker Control Cabinet, Refer to Electrical New IMAX Sub-bass speakers, provided by IMAX, installed by contractor Projection Equipment Room Existing IMAX speakers to remain, unless directed otherwise by AMC/IMAX Install new screen sheet and screen shakers on existing screen frame, screen shaker layout and engineering by IMAX New floor-mounted guardrail 22" tall, paint (PP-1) black Existing Aisle Stairs, to remain New sloped lid, behind seats, Re: Ma t c h l i n e Ma t c h l i n e New wall 24" tall, Re : Structural 0" 0"1' - 0 3/4" Down Slope 1:12 max. Existing ramp to remain -1 1/4" 0"1' - 0 3/4" Existing 1:22 sloped floor to remain 23'-8 3/4" Field verify Down Down Slope 1:12 max. Exisitng ramp to remain New wall 24" tall, Re: Structural 6"4'-6" R a d = 5 0 ' - 3 "R a d = 3 8 ' - 3 " Existing 2" thick acoustical insulation to remain, typical, patch as necessary Existing 4" thick acoustical insulation to remain, typical, patch as necessary New floor mounted guardrail, 34" tall, paint (PP-31) 16' - 10 1/4" Flush Exterior Mezzanine Exterior A1 A7 A8 K11 J1 A7 A8 N5 A8A11 Existing 2'-9 3/4" x 6'-11" Door with Panic Hardware to exterior at grade: • Weather seals and sweeps to be replaced or refurbished. • Refurbished hardware as needed. • Paint door and frame black (PP-2) on Auditorium side (Typical) New wall-mounted steel handrails paint (PP-31), brackets paint (PP-1), typical, Re: Structural typ. 1'-3" 2'-8"1'-4"2'-8"1'-4"2'-8"1'-4"2'-8"1'-4"2'-8"1'-4"2'-8"1'-4"2'-8" typ. 1'-3" Knee walls clearance Knee walls clearance Confirm these dimensions with actual seating to maintain a 1 1/2" gap between end seats and new knee walls 6'-7" 15'-11 3/4" 16'-2 1/4" 6'-4 1/2" 3'-10" A15 F7 A15 F7 J18 A14 G1 A15 A19 A15 K7 A15 A15 A15 Center point of all radii lies on centerline of auditorium 22'-0 1/2" * 22'-0 1/2" * A15 F7 3" to CL of guardrail 3'-2" 70 ° 90 ° New masking skirt, black Existing fire alarm device, red, to remain, typical Existing fire alarm device to remain, J-Box to be recessed, typical Existing fire alarm device, to be reinstalled at existing location, relocate associated conduit to inside wall, not exposed Existing fire alarm device, to remain, typical 1'-3" New wall-mounted steel handrails paint (PP-31), brackets paint (PP-1), typical, Re: Structural For typical handrail extension, Re: /D13 A14 /D6 A14 /D6 A14 New platform construction, Re: Structural New F.E.C, paint (PP-2), Re: Specifications Opp. 11 3/4" 15'-3 1/4" 6'-2 3/4" 6'-2 3/4" 15'-3 1/4" 11 3/4" 5"3'-4" min. 3'-6" ± Opp. Contractor shall install the seats such that the seat backs do not contact the rear wall in the rocket position G.C shall install the seats such that the seat backs do not contact the rear wall in the rocket position 11 1/4" to CL of guardrail 5'-7 1/2" to CL of guardrail 5'-7 1/2" Note: All existing white electrical outlets shall be replaced with new black receptacles Anchor for seat installation of VIP 562 Rocker seat: WHEN ATTACHING THE VIP562 ROCKER TO CONCRETE PLATFORMS CONSISTING OF CONCRETE ON METAL DECKING: THE CONTRACTOR SHALL USE 1/4" DIAMETER HILTI KWIK HUS-EZ CARBON STEEL SCREW ANCHORS WITH A 1 5/8" EMBEDMENT, ONE AT EACH SEAT ANCHOR POINT. CONTRACTOR SHALL EVALUATE THE USE OF THIS ANCHOR BY THE FOLLOWING PROCEDURE.... Specified anchor typically requires minimum 2.5”concrete infill on 1”form deck to have acceptable embedment without slab failure. -Drill a core, measure and confirm platform construction. -OR... Install a test anchor at location where top and underside may be observed in order to confirm slab did not fail/crack as a result of anchor installation. If it can be determined that the typical riser is constructed with minimum of 2.5”concrete infill on 1”form deck, and/or that anchor can be installed without slab failure/cracking, Contractor may proceed to use anchor specified above. WHEN ATTACHING THE VIP 562 ROCKER TO NEW PLATFORM CONSISTING OF (2) LAYERS FRT PLYWOOD ON 1.5" METAL DECKING: THE CONTRACTOR SHALL USE (4) 1/4" DIAMETER X 3" LONG HOT-DIPPED GALVANIZED LAG SCREWS (APPROVED FOR USE WITH TREATED PLYWOOD), ONE AT EACH ANCHOR POINT. (1) New stage speaker, supplied by IMAX, Installed by Contractor Note: Engineering and detailing of any modification to existing screen frame, support members, and anchoring shall be the responsibility of IMAX. This includes but is not limited to analysis and documentation of all screen frame loads, new and existing. -2' - 4 1/4" EQ EQ 5'-1 3/4"4'-1"4'-0 1/2"3'-11 3/4"4'-0"4'-0"4'-0"3'-10 3/4"8'-10"4'-0"4'-0" of guardrail 4'-1" to C/L16'-0 1/4" 2'-8"1'-4"2'-8"1'-4"2'-8"1'-4"2'-8"1'-4"2'-8"1'-4"2'-8"1'-4"2'-8" typ. 2'-0" 1 1/2" typ.EQ typ. EQ EQ 22'-5 3/4" 22'-5 3/4" 5" 3'-4" min. 3'-6" ± 8"3'-0"5"8"1'-1"5" 4'-3 1/4"4'-8"6'-7"12'-8" 8"1'-1"5" 4'-8 1/4"4'-8"4'-8 1/4"14'-1 3/4" 12'-8"6'-7"4'-8"4'-3 1/4" 3'-4" min. 3'-6" ± 5" 8"3'-0"5" 3'-4" min. 3'-6" ± 5" 1:20 sloped floor 3'-4" 1:20 sloped floor 1'-8" 6"4'-6" 4'-8 1/4"4'-8"4'-8 1/4"14'-1 3/4" -1' - 6" -2' - 4 1/4"-1' - 6" R a d = 4 6 ' - 3 "R a d = 4 2 ' - 3 " 21'-1 1/2" 21'-1 1/2" 18'-0 1/4" 18'-0 1/4" 1 : 2 0 sl o p e d flo o r 3'- 4 " 1 : 2 0 s lo p e d fl o o r 1'- 8 " New 22" tall walls R a d = 5 8 ' - 8 " 8"1'-1"5"8"1'-1"5" 5'-6 3/4" 7 1/4" 10'-5 1/4" min. 5'-6 1/2" m i n . 3 ' - 0 1 / 2 " min. 5'-6 1/2" 4" 4"1'-2" min. 1'-7" 1'-2" min. 1'-3" typ. typ. 2'-0" Infill gap to match existing stair profile, Re: Structural, typ. Rad = 58' - 8" 2'-8"1'-4" 2'-8"1'-4" .Handrail extension length to be 1'-0" min. measured to start of radius return, typical 2 2 Note: Unless noted otherwise, wall mounted fixtures such as fire strobes and thermostats, shall remain at their existing locations. Fire strobes and pulls shall be red, thermostats and similar fixtures shall be black, replace or paint covers accordingly. Checked By Drawn By Project Number:Copyright 2022c ISSUED FOR: A 1 32 242322212019181716151413121110987654 2 31 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 B C D E F G H J K L M N P Q R Ga s t i n g e r W a l k e r Ar c h i t e c t s | I n t e r i o r D e s i g n e r s | C o n s t r u c t i o n M a n a g e r s 81 7 W y a n d o t t e K a n s a s C i t y M i s s o u r i 6 4 1 0 5 8 1 6 . 4 2 1 . 82 0 0 g a s t i n g e r w a l k e r . c o m MEP Structural Copyright © 2022 American Multi-Cinema Inc. Professional Certification: I, William Kevin Harden, certify that these documents were prepared or approved by me and that I am a duly licensed architect under the laws of the State of California, license number C-35744, expiration date 9/30/2023. Revision Date Permit Submittal 15902 Midland Drive Shawnee, Kansas 66217 mail@hbengineerskc.com (913) 362-9090 phone C:\Users\nfan\Documents\2022-0922_IMAX at AMC Santa Anita 16 - Aud 8 - 26 Inch Rocker Deluxe_nfan4QK8K.rvt A4 Auditorium #8 Floor Plan EN BS 2022.162 24 June 2022 AMC Entertainment 11500 Ash Street Leawood, Kansas 66211 888.262.4386 IMAX Renovation Santa Anita 16 Auditorium #8 400 S. Baldwin Ave., Suite 940-U Arcadia, CA 91007 0 1' 2' 4' General Layout Notes: -General Contractor (GC) will establish and permanently mark auditorium centerline prior to any new construction. If dimensioned position of centerline on drawings varies more than 1”from actual auditorium centerline at the site consult with architect before proceeding. GC will remark and reestablish auditorium centerline as work progresses if marks become obscured. -All dimensions in the auditorium left to auditorium right direction to be laid out working out from established centerline (not working in from side walls) -All dimensions in the auditorium back to auditorium front direction to be laid out working from existing back wall of auditorium. -Dimensions followed with (±) may slightly vary but that dimension shall not be less than any dimension followed with (minimum) or (min.). -For dimensions marked (*), G.C to confirm new seating will fit between end walls with a gap between seats and wall no greater than 1/2", Re: K6 / A16 1/4" = 1'-0" C1 Auditorium #8 - Floor Plan NORTH 1 1 1 City Comment 22 September 2022 2 City Comment 2 December 2022Landlord acknowledges Tenant’s intent to expedite permitting by thesubmission of these drawings for Plan Check through the Authorities havingjurisdiction over Tenant’s construction. This acknowledgement by Landlorddoes not constitute an assumption of responsibility by Landlord for theaccuracy or sufficiency of Tenant’s drawings as intended for construction orpermitting, nor act to substitute Landlord’s approval of Tenant’s FinalWorking Drawings. The sole purpose of this stamp is to expedite Tenant’spermitting efforts, and in no way supersedes any provision of Tenant’sLease. It is the responsibility of the Tenant, Tenant’s Consultants, andTenant’s General Contractor to field verify all site conditions to ensure thework represented herein, satisfactorily meets Landlord’s design criteria andthe requirements of all local, state, and Federal building codes, laws, acts,rules, regulations, ordinances, permitting requirements, inspections, andreviews, including but not limited to the American’s with Disabilities Act, andFire Life Safety. PERMIT SUBMISSION APPROVAL ONLY URW REPRESENTATIVE DATE wagner.benites 12/20/2022 Can Light Wall mounted exit sign LIGHTING LEGEND Fluorescent troffersEgress Light, Re: Electrical Confirm IMAX Design with AMC prior to installing & aiming speakers. IMAX geometry shown received from AMC titled: “AMC Santa Anita COLA”received 11/26/2019. Typical of (2): New IMAX DCL side speakers supplied by IMAX, installed by contractor. Speaker supports provided and installed by contractor; Refer to Ceiling Plan Typical of (4): New IMAX DCL ceiling speakers below ceiling level 13'-2 3/4" 13'-2" 13'-2" 13'-2 3/4" 13'-2"12'-10"12'-10" 1'-4" 1'-4" 7' -6" Above Projection Level Typical of (2): Existing IMAX DRL Rear Loudspeaker installed on existing structure, to remain Auditorium #8 (IMAX) Install new screen sheet and screen shakers on existing frame, screen shaker layout and engineering by IMAX Existing IMAX DFL speakers to remain, unless directed otherwise by AMC/IMAX Centerline of screen and auditorium Speaker locations per IMAX geometry Existing IMAX DFL speakers to remain, unless directed otherwise by AMC/IMAX Ma t c h l i n e Ma t c h l i n e Speaker locations per IMAX geometry 7' -6" Above Projection Level 8'-0" Existing sloped ceiling to remain Replace/repair/paint any damaged tile or grid 8' -6" Above Lobby Level Above Lobby Level Existing can lights in ceiling above, to be removed, patch, fill and repair for new finishes, Re: Electrical Existing gypsum ceiling, paint PP-3 (black) 7' -7" Existing can lights in ceiling above, to be removed; patch, fill and repair for new finishes, Re: Electrical Existing gypsum ceiling, paint PP-3 (black) Existing can lights in ceiling above, to be removed; patch, fill and repair for new finishes, Re: Electrical 7' -6"8' -6" 7' -4 1/2" Exterior Above Lobby Level Above Lobby Level Above Lobby Level Exterior mezzanine 26'-0" 5'-0"4'-11 7/8"5'-0 1/8"5'-0"5'-0" EQ EQ 4'-4 5/8" 14'-8"5'-0"5'-0 1/8"5'-0"4'-11 7/8" 2'-8"4'-11 7/8"5'-0"5'-0"4'-11 7/8"5'-0"5'-4"5'-4" Existing air diffuser, to remain, typical, unless noted otherwise Reinstall existing tritium sign,recessed in acoustical panels New HLS ceiling light, Re: Electrical Existing light fixtures to remain, typical unless noted otherwise, Re: Electrical Existing sprinkler system, to remain For Equipment Room, refer to:/A17 A6 Reinstall existing tritium sign, recess in acoustical panels New recessed LED lights of (6), black trim, typical, Re: Electrical New recessed LED lights of (7), black trim, typical, Re: Electrical New recessed LED lights of (6), black trim, typical, Re: Electrical Reinstall existing tritium sign in existing location Reinstall existing tritium sign Existing air register, to remain, typical, unless noted otherwise Relocated air register, Re: Mechanical Relocated air register, Re: Mechanical "Existing speaker to remain, completely wrap and seal in 6 mil (min) polyethylene sheeting prior to start of demolition, protection to remain in place until all surrounding wall and ceiling finish work is complete" Relocated existing tritium sign Checked By Drawn By Project Number:Copyright 2022c ISSUED FOR: A 1 32 242322212019181716151413121110987654 2 31 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 B C D E F G H J K L M N P Q R Ga s t i n g e r W a l k e r Ar c h i t e c t s | I n t e r i o r D e s i g n e r s | C o n s t r u c t i o n M a n a g e r s 81 7 W y a n d o t t e K a n s a s C i t y M i s s o u r i 6 4 1 0 5 8 1 6 . 4 2 1 . 82 0 0 g a s t i n g e r w a l k e r . c o m MEP Structural Copyright © 2022 American Multi-Cinema Inc. Professional Certification: I, William Kevin Harden, certify that these documents were prepared or approved by me and that I am a duly licensed architect under the laws of the State of California, license number C-35744, expiration date 9/30/2023. Permit Submittal 15902 Midland Drive Shawnee, Kansas 66217 mail@hbengineerskc.com (913) 362-9090 phone C:\Users\nfan\Documents\2022-0922_IMAX at AMC Santa Anita 16 - Aud 8 - 26 Inch Rocker Deluxe_nfan4QK8K.rvt A5 Auditorium #8 Reflected Ceiling Plan EN BS 2022.162 24 June 2022 AMC Entertainment 11500 Ash Street Leawood, Kansas 66211 888.262.4386 IMAX Renovation Santa Anita 16 Auditorium #8 400 S. Baldwin Ave., Suite 940-U Arcadia, CA 91007 Note: Before removal or installation of tritium exit signs, email Facilities@AMCtheatres.com for information required for Nuclear Regulatory Commission paperwork. Include theatre general manager in all email and other communications about this item. 0 1' 2' 4' CONTRACTOR NOTE: SURVEY ABOVE CEILING CONDITIONS AT NEW SPEAKER LOCATIONS, BEFORE STARTING ANY WORK. CONTACT OWNER AND ARCHITECT IMMEDIATELY IF CONFLICTS ARE DISCOVERED 1/4" = 1'-0" A1 Auditorium #8 - Reflected Ceiling Plan NORTH Landlord acknowledges Tenant’s intent to expedite permitting by thesubmission of these drawings for Plan Check through the Authorities havingjurisdiction over Tenant’s construction. This acknowledgement by Landlorddoes not constitute an assumption of responsibility by Landlord for theaccuracy or sufficiency of Tenant’s drawings as intended for construction orpermitting, nor act to substitute Landlord’s approval of Tenant’s FinalWorking Drawings. The sole purpose of this stamp is to expedite Tenant’spermitting efforts, and in no way supersedes any provision of Tenant’sLease. It is the responsibility of the Tenant, Tenant’s Consultants, andTenant’s General Contractor to field verify all site conditions to ensure thework represented herein, satisfactorily meets Landlord’s design criteria andthe requirements of all local, state, and Federal building codes, laws, acts,rules, regulations, ordinances, permitting requirements, inspections, andreviews, including but not limited to the American’s with Disabilities Act, andFire Life Safety. PERMIT SUBMISSION APPROVAL ONLY URW REPRESENTATIVE DATE wagner.benites 12/20/2022 Confirm IMAX Design with AMC prior to installing & aiming speakers. IMAX geometry shown received from AMC titled: “AMC Santa Anita COLA”received 11/26/2019. 16' - 10 1/4" Projection Equipment Room Office Electrical Room Remove existing IMAX audio rack, store/ship per owner direction Remove existing IMAX SMS Digital Console, store/ship per owner's direction Remove existing IMAX projection port window, store/ship per owner's direction Remove existing IMAX Xenon Projectors, to be store/ship per owner's direction Removed, existing viewport window, store/ship per owner's direction Remove and salvage existing viewport window A6M13 Office Electrical Room (no work) New IMAX commercial Laser projection port window, provided by IMAX, installed by G.C. Projection Equipment Room (2) New IMAX audio equipment racks, provided by IMAX New IMAX Commercial Laser Projector, provided by IMAX New IMAX Digital SMS Console, provided by IMAX (2, stacked) New IMAX Chillers, Re: Mechanical, Electrical, provided by IMAX Relocated existing view port window 16' - 10 1/4" 5'-0" 2'-3 1/2" 1'-0" 1'-8 1/4" 7'-0" 30" min. 2'-11"4'-0" 7' -6" Portion of ceiling to be raised for minimum projector maintenance clearance Above Projection Level Existing ceiling to remain Above Projection Level 8'-0" 12'-6" 8'-2 1/4" Note: Refer to mechanical and electrical for any above ceiling work 10'-9" Existing air diffuser to be relocated to new ceiling height, Re: Mechanical Align Reinstall existing ceiling fixtures at new ceiling height Existing smoke detector to be relocated to new ceiling height Adjust location of ceiling- mounted fixtures as needed to raise ceiling height Projection Equipment Room R.O 2'-5 1/2" 3'-3 1/4" R.O 70 7/8"34 3/8" R.O 9 3/4" 7'-6" 8'-0" Relocated existing viewport window, G.C. to verify required rough opening on site Centerline of screen and auditorium R.O. = Rough Opening Infill to match existing, patch and prepare for paint finish (PP-3), black Extent of projection wall to be painted (PP-3) black Line of existing ceiling to be raised 12'-6" Infill to match existing, patch and prepare for paint finish Align M1 A6 New IMAX Projection Port window provided by IMAX, installed by G.C. R.O 10 1/4" 4'-10 1/2" 8'-2 1/4" Auditorium Equipment Room Install new portal window New IMAX Projector; Refer to Mechanical and Electrical Equipment Room Floor IMAX Commercial Laser Projector: (1) Projectors per system assembled projector weight: 2053 lbs. 57" R.O 29 1/2" 39 1/4" A6 M1 8'-0" Equipment Room Side Auditorium Side Note: All wood used shall comply with all local & national codes governing this project. Fire retardant treated 2x wood jamb blocking Metal stud wall construction, existing Set frame (head, sill & jambs) in Pecora Acoustical Sealant, Continuous. Wrap sealant up sides of frame. Fabric wrapped acoustical panels (PWPF-1) Patch / repair wall to match existing construction 2" Light gauge metal header, Re: Structural Acoustical batt insulation IMAX projection portal provided by IMAX, installed by G.C R.O. : 29 1/2"H x 70 7/8"W Checked By Drawn By Project Number:Copyright 2022c ISSUED FOR: A 1 32 242322212019181716151413121110987654 2 31 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 B C D E F G H J K L M N P Q R Ga s t i n g e r W a l k e r Ar c h i t e c t s | I n t e r i o r D e s i g n e r s | C o n s t r u c t i o n M a n a g e r s 81 7 W y a n d o t t e K a n s a s C i t y M i s s o u r i 6 4 1 0 5 8 1 6 . 4 2 1 . 82 0 0 g a s t i n g e r w a l k e r . c o m MEP Structural Copyright © 2022 American Multi-Cinema Inc. Professional Certification: I, William Kevin Harden, certify that these documents were prepared or approved by me and that I am a duly licensed architect under the laws of the State of California, license number C-35744, expiration date 9/30/2023. Permit Submittal 15902 Midland Drive Shawnee, Kansas 66217 mail@hbengineerskc.com (913) 362-9090 phone C:\Users\nfan\Documents\2022-0922_IMAX at AMC Santa Anita 16 - Aud 8 - 26 Inch Rocker Deluxe_nfan4QK8K.rvt A6 Auditorium #8 Projection Equipment Room Plans EN BS 2022.162 24 June 2022 AMC Entertainment 11500 Ash Street Leawood, Kansas 66211 888.262.4386 IMAX Renovation Santa Anita 16 Auditorium #8 400 S. Baldwin Ave., Suite 940-U Arcadia, CA 91007 0 2" 4" 8" 0 1' 2' 4'0 1' 2' 4'0 1' 2' 4' 1/4" = 1'-0"A9 A1 Equipment Room - Demolition Plan 1/4" = 1'-0" A9 Equipment Room - Floor Plan 1/4" = 1'-0" A17 Equipment Room - RCP 3/8" = 1'-0"A6 M13 Auditorium #8 - Elevation at Equipment Room 1/2" = 1'-0"A7 M7 Section at IMAX Projector 1 1/2" = 1'-0"A6 M1 Section at Projection Window 0 6"1' 2'0 8"1'4" 2'8" NORTH NORTH NORTH Landlord acknowledges Tenant’s intent to expedite permitting by thesubmission of these drawings for Plan Check through the Authorities havingjurisdiction over Tenant’s construction. This acknowledgement by Landlorddoes not constitute an assumption of responsibility by Landlord for theaccuracy or sufficiency of Tenant’s drawings as intended for construction orpermitting, nor act to substitute Landlord’s approval of Tenant’s FinalWorking Drawings. The sole purpose of this stamp is to expedite Tenant’spermitting efforts, and in no way supersedes any provision of Tenant’sLease. It is the responsibility of the Tenant, Tenant’s Consultants, andTenant’s General Contractor to field verify all site conditions to ensure thework represented herein, satisfactorily meets Landlord’s design criteria andthe requirements of all local, state, and Federal building codes, laws, acts,rules, regulations, ordinances, permitting requirements, inspections, andreviews, including but not limited to the American’s with Disabilities Act, andFire Life Safety. PERMIT SUBMISSION APPROVAL ONLY URW REPRESENTATIVE DATE wagner.benites 12/20/2022 Confirm IMAX Design with AMC prior to installing & aiming speakers. IMAX geometry shown received from AMC titled: “AMC Santa Anita COLA”received 11/26/2019. AUDITORIUM FLOOR -2' - 6" LOBBY LEVEL 0" PROJECTION LEVEL 16' - 10" 4'-0"4'-0"4'-0"8'-10"3'-10 3/4"4'-0"4'-0"4'-0"3'-11 3/4"4'-0 1/2"4'-1"5'-1 3/4" Existing IMAX screen Height = 28'-8" (1:1.9 Aspect Ratio) 11" Bottom of existing conduit, 8'-4" AFF. Bottom of existing duct, 10'-3" AFF. 3'-11" 8 EQ Risers @ 17.75" each 11'-10" Line of existing seat risers to remain Platform depth Platform heightNew seating riser construction, Re: structural Line of existing ceiling to remain Speaker locations per IMAX geometry New single IMAX commercial laser projector, provided by IMAX Typical of (2): New IMAX DCL side speakers supplied by IMAX, installed by contractor. Speaker supports provided and installed by contractor; Re: Ceiling Plan and Structural Typical of (2): Existing IMAX DRL, rear Loudspeaker installed on existing structure, to remain. Install new screen sheet and screen shakers on existing screen frame, screen shaker layout and engineering by IMAX Typical of (4): New IMAX DCL ceiling speakers; Speakers supplied by IMAX, installed by contractor; speaker support framing provided and installed by contractor, Re: Ceiling Plan and Structural G.C. to demolish existing platform down to structural auditorium sloped slab level, in preparation for new riser construction New wall, Re: Structural New floor-mounted guardrail, paint (PP-1) black Open to Vomitory G A B C D E F H J K L M 12'-10"12'-10"13'-2" min. 8'-0" 1'-10" 2'-0" 2'-10" Existing 2" thick acoustical batt to remain, typical, patch as necessary Existing 4" thick acoustical batt to remain, typical, patch as necessary New IMAX Sub-bass speakers, provided by IMAX, installed by contractor Raise portion of existing ceiling, Re: New floor-mounted guardrail Per IMAX geometry 14'-11" Per IMAX geometry 20'-2" Per IMAX geometry 26'-5" New black masking skirt New tuning microphone, final location by IMAX 8'-0" 3'-6" Carpet base (PCP-1) black Reinstall existing tritium exit sign, recessed in acoustical panel 2'-2" Office Beyond, new F.E.C, paint black, Re: Specifications Remove existing acoustical panels, install new 2" acoustical panel system with black fabric (PWPF-1) typ. 8'-0" typ. 4'-0" Contractor shall install the seats such that the seat backs do not contact the rear wall in the rocket position 9'-9 7/8" 1'-8 1/2" 11 1/4" 11 1/4" "Existing speaker to remain, completely wrap and seal in 6 mil (min) polyethylene sheeting prior to start of demolition, protection to remain in place until all surrounding wall and ceiling finish work is complete" 10'-0" Duct-liner (PWPF-1 A6 M7 /A17 A6/A17 A6 Install seating with 1 1/2" gap between fixed arm and existing riser nosing and confirm 1'-2" minimum row clearance is maintained Note: Engineering and detailing of any modification to existing screen frame, support members, and anchoring shall be the responsibility of IMAX. This includes but is not limited to analysis and documentation of all screen frame loads, new and existing. 4 0 %1 8° 60%26° 10'-0" min. 7" AUDITORIUM FLOOR -2' - 6" LOBBY LEVEL 0" New carpet base (PCP-1)New wall covering (PWC-1) Remove existing acoustical panels, install new 2" acoustical panel system with black fabric (PWPF-1) New wall covering (PWC-1) Line of existing stairs New steel handrail, paint (PP-31) and brackets (PP-1), Re: Structural New carpet base (PCP-1) New LED aisle lighting, Re: Electrical Reinstall existing tritium exit sign, recessed in acoustical panel Typical of (2): Existing IMAX DRL Rear Loudspeaker installed on existing structure, to remain. Speaker location per IMAX geometry New IMAX DCL side speakers supplied by IMAX, installed by contractor. Speaker supports provided and installed by contractor; Refer to Ceiling Plan New aisle stairs, Re: Structural Open to vomitory Panel joint 3'-6" 24 EQ Risers @ 5.9" each 11'-10" typ. 4'-0"typ. 8'-0" Per IMAX geometry 20'-2" 26'-0" 6'-11 7/8" 3'-6" 2'-0"3'-6" 8'-0" New black masking skirt New tuning microphone, final location by IMAX Install new screen sheet and screen shakers on existing screen frame, screen shaker layout and engineering by IMAX Existing 2" acoustic insulation to remain, typical, patch as necessary 10'-0 1/8" Existing 4" acoustic insulation to remain, typical patch as necessary A15 A15 10'-8 1/8" "Existing speaker to remain, completely wrap and seal in 6 mil (min) polyethylene sheeting prior to start of demolition, protection to remain in place until all surrounding wall and ceiling finish work is complete" typ. Duct-liner(PWPF-1) 8 EQ Risers @ 5 1/8" EA. 3'-5"2" 1 Checked By Drawn By Project Number:Copyright 2022c ISSUED FOR: A 1 32 242322212019181716151413121110987654 2 31 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 B C D E F G H J K L M N P Q R Ga s t i n g e r W a l k e r Ar c h i t e c t s | I n t e r i o r D e s i g n e r s | C o n s t r u c t i o n M a n a g e r s 81 7 W y a n d o t t e K a n s a s C i t y M i s s o u r i 6 4 1 0 5 8 1 6 . 4 2 1 . 82 0 0 g a s t i n g e r w a l k e r . c o m MEP Structural Copyright © 2022 American Multi-Cinema Inc. Professional Certification: I, William Kevin Harden, certify that these documents were prepared or approved by me and that I am a duly licensed architect under the laws of the State of California, license number C-35744, expiration date 9/30/2023. Revision Date Permit Submittal 15902 Midland Drive Shawnee, Kansas 66217 mail@hbengineerskc.com (913) 362-9090 phone C:\Users\nfan\Documents\2022-0922_IMAX at AMC Santa Anita 16 - Aud 8 - 26 Inch Rocker Deluxe_nfan4QK8K.rvt A7 Auditorium #8 Section/Elevations EN BS 2022.162 24 June 2022 AMC Entertainment 11500 Ash Street Leawood, Kansas 66211 888.262.4386 IMAX Renovation Santa Anita 16 Auditorium #8 400 S. Baldwin Ave., Suite 940-U Arcadia, CA 91007 0 1' 2' 4' 0 1' 2' 4' 1/4" = 1'-0"A4 A1 Auditorium #8 - Section at Centerline 1/4" = 1'-0"A4 J1 Auditorium #8 - Section at Aisle Stairs 1 1 City Comment 22 September 2022 Landlord acknowledges Tenant’s intent to expedite permitting by thesubmission of these drawings for Plan Check through the Authorities havingjurisdiction over Tenant’s construction. This acknowledgement by Landlorddoes not constitute an assumption of responsibility by Landlord for theaccuracy or sufficiency of Tenant’s drawings as intended for construction orpermitting, nor act to substitute Landlord’s approval of Tenant’s FinalWorking Drawings. The sole purpose of this stamp is to expedite Tenant’spermitting efforts, and in no way supersedes any provision of Tenant’sLease. It is the responsibility of the Tenant, Tenant’s Consultants, andTenant’s General Contractor to field verify all site conditions to ensure thework represented herein, satisfactorily meets Landlord’s design criteria andthe requirements of all local, state, and Federal building codes, laws, acts,rules, regulations, ordinances, permitting requirements, inspections, andreviews, including but not limited to the American’s with Disabilities Act, andFire Life Safety. PERMIT SUBMISSION APPROVAL ONLY URW REPRESENTATIVE DATE wagner.benites 12/20/2022 Confirm IMAX Design with AMC prior to installing & aiming speakers. IMAX geometry shown received from AMC titled: “AMC Santa Anita COLA”received 11/26/2019. Remove existing acoustical panels, install new 2" acoustical panel system with black fabric (PWPF-1) 3'-6" New carpet base (PCP-1) Panel joint typ. 4'-0" Relocated existing view port window New IMAX projection port window provided by IMAX, installed by G.C Centerline of screen Level row M G.C to verify 7'-7 3/8" EQ.EQ. New floor mounted guardrail, 34' tall, paint (PP-31) 2'-10" 8 risers @ 5 1/8" each 3'-5" 2" 1'-10" 1'-10" 2'-0" A15 G1 5/8" Poplar wood trim with edges, paint (PP-1) Sim. New LED aisle lighting, Re: Electrical 1'-10" AUDITORIUM FLOOR -2' - 6" New black masking curtain Existing IMAX Screen Height = 28'-8" (1:9:1 Aspect Ratio) 1'-0"Centerline of screen Level row A Install new screen sheet on existing screen frame, screen shaker layout by IMAX Existing IMAX Screen Width 51'-8" (1:90:1 Aspect Ratio) Checked By Drawn By Project Number:Copyright 2022c ISSUED FOR: A 1 32 242322212019181716151413121110987654 2 31 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 B C D E F G H J K L M N P Q R Ga s t i n g e r W a l k e r Ar c h i t e c t s | I n t e r i o r D e s i g n e r s | C o n s t r u c t i o n M a n a g e r s 81 7 W y a n d o t t e K a n s a s C i t y M i s s o u r i 6 4 1 0 5 8 1 6 . 4 2 1 . 82 0 0 g a s t i n g e r w a l k e r . c o m MEP Structural Copyright © 2022 American Multi-Cinema Inc. Professional Certification: I, William Kevin Harden, certify that these documents were prepared or approved by me and that I am a duly licensed architect under the laws of the State of California, license number C-35744, expiration date 9/30/2023. Revision Date Permit Submittal 15902 Midland Drive Shawnee, Kansas 66217 mail@hbengineerskc.com (913) 362-9090 phone C:\Users\nfan\Documents\2022-0922_IMAX at AMC Santa Anita 16 - Aud 8 - 26 Inch Rocker Deluxe_nfan4QK8K.rvt A8 Auditorium #8 Section/Elevations EN BS 2022.162 24 June 2022 AMC Entertainment 11500 Ash Street Leawood, Kansas 66211 888.262.4386 IMAX Renovation Santa Anita 16 Auditorium #8 400 S. Baldwin Ave., Suite 940-U Arcadia, CA 91007 0 1' 2' 4' 1/4" = 1'-0"A4 K11 Auditorium #8 - Elevation at Rear Wall 1/4" = 1'-0"A4 N5 Auditorium #8 - Elev. at Stair Aisle Rows A, B & C 1/4" = 1'-0"A4 A11 AUditorium #8 - Elevation at Screen 0 1' 2' 4' 0 1' 2' 4' 1 1 City Comment 22 September 2022 Landlord acknowledges Tenant’s intent to expedite permitting by thesubmission of these drawings for Plan Check through the Authorities havingjurisdiction over Tenant’s construction. This acknowledgement by Landlorddoes not constitute an assumption of responsibility by Landlord for theaccuracy or sufficiency of Tenant’s drawings as intended for construction orpermitting, nor act to substitute Landlord’s approval of Tenant’s FinalWorking Drawings. The sole purpose of this stamp is to expedite Tenant’spermitting efforts, and in no way supersedes any provision of Tenant’sLease. It is the responsibility of the Tenant, Tenant’s Consultants, andTenant’s General Contractor to field verify all site conditions to ensure thework represented herein, satisfactorily meets Landlord’s design criteria andthe requirements of all local, state, and Federal building codes, laws, acts,rules, regulations, ordinances, permitting requirements, inspections, andreviews, including but not limited to the American’s with Disabilities Act, andFire Life Safety. PERMIT SUBMISSION APPROVAL ONLY URW REPRESENTATIVE DATE wagner.benites 12/20/2022 Concessions Lobby Existing fire extinguisher cabinet, paint (PP-2) black Auditorium #8 (IMAX) Entry Au d i t o r i u m # 8 Vo m i t o r y Auditorium #7 Entry (no work) A10 A1 Existing trash niche to remain, paint walls and wood trim PP-2 Ma t c h l i n e Ma t c h l i n e 4'-2 1/4" 0" 0" 4'-4 5/8" Existing non rated wall Existing 2 hour rated wall Existing 1 hour rated wall Reinstall salvaged trash/recycling signage at original location, per local/state requirements Install new carpet, carpet base, and wall covering, wall covering shall extend to ceiling, Re: Finish Plan notes Reinstall salvaged trash/recycling signage at original location Existing trash niche to remain, paint walls and wood trim PP-2 Auditorium #8 (IMAX) Entry Lobby Auditorium #7 Entry (no work) Ma t c h l i n e Existing fire extinguisher cabinet, to remain Au d i t o r i u m # 8 Vo m i t o r y Ex i s t i n g c a r p e t , to b e r e m o v e d Concessions Existing trash cabinet, and wood trim to remain. Prepare alcove wall and trim to receive new paint Ma t c h l i n e A10 J1 Salvage existing trash/recycling signage to be reinstalled 0" 0" Remove existing 'Thank you' sign turn over to theatre management Salvage existing trash/recycle signage to be reinstalled Remove existing carpet, wall base and wall covering, prepare all surfaces for new finishes, typical Remove existing 'Thank you' sign, turn over to theatre management Remove existing amber LED light strip in trash alcove, Re: Electrical Existing trash cabinet, broom closet and wood trim to remain. Prepare alcove wall and trim to receive new paint Remove existing amber LED light strip in trash alcove, Re: Electrical Existing gypsum ceiling to remain, paint (PP-3), typical Reinstall existing tritium exit sign at original location Auditorium #7 Entry (no work) Lobby 10' -4" 7' -6" 7' -2 1/2" 7' -7" 5' -1" 5' -0 1/2" Above lobby level Above lobby level Above lobby level Above lobby level Above lobby level Above lobby level Install new LED light strip at trash alcove; Re: Electrical Install new LED light strip at trash alcove; Re: Electrical Ma t c h l i n e Ma t c h l i n e Existing can lights to remain, Re: Electrical Existing can lights to remain, Re: Electrical Reinstall existing tritium sign at existing location A10 A13 18" x 18" access panel, paint to match ceiling (Stealth TRAP-18x18) Concessions Replace existing white fire alarm device, with red fixture Replace existing white fire alarm device with red fixture 8' -5" Above lobby level Existing can lights removed, patch and repair ceiling as required, Re: Electrical Existing can lights removed, patch and repair ceiling, Re: Electrical New can lights, Re: Electrical New can lights, Re: Electrical Checked By Drawn By Project Number:Copyright 2022c ISSUED FOR: A 1 32 242322212019181716151413121110987654 2 31 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 B C D E F G H J K L M N P Q R Ga s t i n g e r W a l k e r Ar c h i t e c t s | I n t e r i o r D e s i g n e r s | C o n s t r u c t i o n M a n a g e r s 81 7 W y a n d o t t e K a n s a s C i t y M i s s o u r i 6 4 1 0 5 8 1 6 . 4 2 1 . 82 0 0 g a s t i n g e r w a l k e r . c o m MEP Structural Copyright © 2022 American Multi-Cinema Inc. Professional Certification: I, William Kevin Harden, certify that these documents were prepared or approved by me and that I am a duly licensed architect under the laws of the State of California, license number C-35744, expiration date 9/30/2023. Permit Submittal 15902 Midland Drive Shawnee, Kansas 66217 mail@hbengineerskc.com (913) 362-9090 phone C:\Users\nfan\Documents\2022-0922_IMAX at AMC Santa Anita 16 - Aud 8 - 26 Inch Rocker Deluxe_nfan4QK8K.rvt A9 Auditorium #8 Vomitory Plans EN BS 2022.162 24 June 2022 AMC Entertainment 11500 Ash Street Leawood, Kansas 66211 888.262.4386 IMAX Renovation Santa Anita 16 Auditorium #8 400 S. Baldwin Ave., Suite 940-U Arcadia, CA 91007 1/4" = 1'-0"A7 A9 Auditorium #8 - Vomitory Plan 1/4" = 1'-0"A7 A1 Auditorium #8 - Vomitory Demolition Plan 1/4" = 1'-0"A7 A17 Auditorium #8 - Vomitory RCP 0 1' 2' 4'0 1' 2' 4'0 1' 2' 4' NORTH NORTH NORTH Landlord acknowledges Tenant’s intent to expedite permitting by thesubmission of these drawings for Plan Check through the Authorities havingjurisdiction over Tenant’s construction. This acknowledgement by Landlorddoes not constitute an assumption of responsibility by Landlord for theaccuracy or sufficiency of Tenant’s drawings as intended for construction orpermitting, nor act to substitute Landlord’s approval of Tenant’s FinalWorking Drawings. The sole purpose of this stamp is to expedite Tenant’spermitting efforts, and in no way supersedes any provision of Tenant’sLease. It is the responsibility of the Tenant, Tenant’s Consultants, andTenant’s General Contractor to field verify all site conditions to ensure thework represented herein, satisfactorily meets Landlord’s design criteria andthe requirements of all local, state, and Federal building codes, laws, acts,rules, regulations, ordinances, permitting requirements, inspections, andreviews, including but not limited to the American’s with Disabilities Act, andFire Life Safety. PERMIT SUBMISSION APPROVAL ONLY URW REPRESENTATIVE DATE wagner.benites 12/20/2022 0" 0" Auditorium #8 (IMAX Entry) Lobby Auditorium #7 Entry Remove existing doors, frames, and hardware Existing wall at existing entry door, to be removed Line of exiting patterned carpet to remain, refer to Line of existing ceramic tile floor and tile wall base to be removed Remove gypsum from existing wall surfaces, and provide new, only on this side on entry Re: New construction plan Remove existing wood trim and wainscoting Concessions Men's restroom entry Floor finishes and bases to be removed Line of existing ceramic tile floor to remain Line of existing carpet to be removed /G17 A17 16 3° 2'-9" Remove existing tensabarrier, turn over to theater management 1'-0" 2 '-1 1 3 /4 " 90° 163° Lobby New single door, frame, and hardware, Re: Shop fabricated, aluminum portal assembly (by signage installer) Existing wall finishes to remain as is, patch/repair and match finishes where needed 5'-4" 6'-7 1/8" Concessions Auditorium #8 Entry Auditorium #7 Entry Existing 2H rated walls Existing 1H rated walls Men's restroom entry Existing soffit above IMAX entry and concessions, to be removed, patch ceiling tile and grid to match existing 0" Required for 605 occupants per code 10'-2 1/2" Existing auditorium #7 soffit and signage, to remain as-built drawings6" 5' - 4 " 1 ' - 3 1 / 4 " 2 1/2" 10'-6 3/8" 1 '-1 1 7 /8 " 2 '-9 5 /8 " A11 K10 K1 1 111 1 A11 A12 TXS, tactile EXIT sign; Re: TOS, tactile occupancy sign; Re: TAN, tactile auditorium number Re: Install new gypsum on new and existing framing of entry corridor, typical, provide level 5 finish Paint walls PP-3 (black) LED linear accent light in slot (IMAX Blue) in ceiling slot, Re: Electrical It is critical that floor where shop fabricated portal assembly is to be installed, is level, apply concrete leveling compound as needed Note: Floors at entry, not including ramps and sloped floors, must not exceed 2% slope Existing door to remain, paint (PP-2) black, lobby side only Paint walls PP-3 (black) /A14 A13 /F14 A13 /F14 A13 Relocated auditorium #7 number sign 1 1'-6" min. 1'-8" A12 A1 11B 1 Align Paint wall (PP-3) black, entry corridor side, only /J1 A13 163° New recessed receiver and barrier on the opposite wall, Re:/A21 A12 1'-0" A11 A1 1 ' - 4 1 / 2 " Above Lobby Level Concessions Auditorium #8 (IMAX) Entry Auditorium #7 Entry Lobby 10' -4" 7' -4" Remove existing IMAX sign, title/time mini-marquee and auditorium 8 number sign, turn over to theatre management Remove existing recessed can lighting, Re: Electrical Remove existing ceiling Above lobby level 7' -4 1/2"Above lobby level 8' -5" Above lobby level G.C. shall raise/relocate existing sprinkler heads as needed for new construction Remove existing access panel Existing auditorium #7 title/time mini-marquee and number sign, to remain Typical of (3) remove existing light fixtures, Re: Electrical Remove existing exit sign & fire alarm device 8' -5" Above Lobby Level New gypsum ceiling, paint PP-3 (black) LED linear accent light (IMAX blue), in ceiling slot (by signage installer), Re: Electrical Concessions Auditorium #8 (IMAX) Entry Auditorium #7 Entry Lobby New recessed LED can light, Re: Electrical Existing title/time marquee and auditorium #7 sign to remain Relocated sprinkler Above lobby level Light cove around portal, Re: Electrical 7' -6" 10' -4" Shop fabricated, aluminum portal assembly (by signage installer) 5'-0"2'-11 7/8" EQ EQ New grid and ceiling tile to match existing A12 A1 Existing ceiling finishes to remain, touch-up as needed New tritium exit sign, Re: Specifications Checked By Drawn By Project Number:Copyright 2022c ISSUED FOR: A 1 32 242322212019181716151413121110987654 2 31 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 B C D E F G H J K L M N P Q R Ga s t i n g e r W a l k e r Ar c h i t e c t s | I n t e r i o r D e s i g n e r s | C o n s t r u c t i o n M a n a g e r s 81 7 W y a n d o t t e K a n s a s C i t y M i s s o u r i 6 4 1 0 5 8 1 6 . 4 2 1 . 82 0 0 g a s t i n g e r w a l k e r . c o m MEP Structural Copyright © 2022 American Multi-Cinema Inc. Professional Certification: I, William Kevin Harden, certify that these documents were prepared or approved by me and that I am a duly licensed architect under the laws of the State of California, license number C-35744, expiration date 9/30/2023. Permit Submittal 15902 Midland Drive Shawnee, Kansas 66217 mail@hbengineerskc.com (913) 362-9090 phone C:\Users\nfan\Documents\2022-0922_IMAX at AMC Santa Anita 16 - Aud 8 - 26 Inch Rocker Deluxe_nfan4QK8K.rvt A10 Auditorium #8 Entry Portal Plans EN BS 2022.162 24 June 2022 AMC Entertainment 11500 Ash Street Leawood, Kansas 66211 888.262.4386 IMAX Renovation Santa Anita 16 Auditorium #8 400 S. Baldwin Ave., Suite 940-U Arcadia, CA 91007 0 1' 2' 4' 0 6" 1' 2' 3/8" = 1'-0"A7 J1 Entry Portal - Demolition Plan 3/8" = 1'-0"A7 A1 Entry Portal - Floor Plan NORTH NORTH 3/8" = 1'-0"A7 J13 Entry Portal - Demolition RCP 0 1' 2' 4' NORTH 3/8" = 1'-0"A7 A13 Entry Portal - RCP 0 6" 1' 2' NORTH Landlord acknowledges Tenant’s intent to expedite permitting by thesubmission of these drawings for Plan Check through the Authorities havingjurisdiction over Tenant’s construction. This acknowledgement by Landlorddoes not constitute an assumption of responsibility by Landlord for theaccuracy or sufficiency of Tenant’s drawings as intended for construction orpermitting, nor act to substitute Landlord’s approval of Tenant’s FinalWorking Drawings. The sole purpose of this stamp is to expedite Tenant’spermitting efforts, and in no way supersedes any provision of Tenant’sLease. It is the responsibility of the Tenant, Tenant’s Consultants, andTenant’s General Contractor to field verify all site conditions to ensure thework represented herein, satisfactorily meets Landlord’s design criteria andthe requirements of all local, state, and Federal building codes, laws, acts,rules, regulations, ordinances, permitting requirements, inspections, andreviews, including but not limited to the American’s with Disabilities Act, andFire Life Safety. PERMIT SUBMISSION APPROVAL ONLY URW REPRESENTATIVE DATE wagner.benites 12/20/2022 5'-10" Entry Auditorium #7 Entry Auditorium #8 Existing auditorium number sign for auditorium #7, and title/time marquee to remain 1/2" thick brushed aluminum auditorium numeral "8" (by signage installer) Existing ceiling finishes to remain, touch-up as needed White LED lighting in coves at top and side (by signage installer), Re: Electrical White halo illuminated "IMAX" letters and red halo illuminated metal "AMC" channel letters, painted (PP-22) (by signage installer), Re: Electrical Provide level 5 finish over new and existing walls, paint (PP-3) black Shop fabricated, aluminum portal assembly (by signage installer) Concessions Existing door, paint PP-2 (black), lobby side only Existing finishes, to remain Existing recycle bins, to remain Existing Condiments Station, to remain Existing monitor to remain Existing fire alarm and thermostat, to remain Paint (PP-3) black 6" tall carpet base (PCP-1), termination strip at light cove EQ 6'-4"EQ 7'-6" 7" 2 1/2" light cove EQ EQ L8 A12 2 1/2" light cove 7"5'-4" 7" metal portal 2 1/2" light cove EQ 9 1/4" EQ New integral wall protector Inpro 160F, color 0152 (black), extend from floor to 1/2" above ceiling level Lobby A12 L8 L17 A12 F21 A12 Beyond: LED linear accent light (IMAX blue) in ceiling slot, Re: Entry Auditorium #8 New gypsum ceiling paint PP-3 (black) White halo illuminated "IMAX" letters and red halo illuminated metal "AMC" channel letters, painted (PP-22) (by signage installer), Re: Electrical Provide level 5 over new and existing walls, paint (PP-35) white. Note: finish/details the same on opposite wall New single door, frame, and hardware, Re: LED linear white accent light in coves at top and sides (by signage installer), Re: Electrical Flush wood base (poplar), paint (PP-3) black. Note: finish/details are the same on opposite wall Shop fabricated, aluminum portal assembly (by signage installer) Existing wall new gypsum /J1 A13/J1 A13 Recessed barrier and receiver on the opposite wall, Re: 3'-0 1/8" /A21 A12 /L17 A12 N19 A11 Flush K19 A11 Auditorium #8 Entry Lobby A12 L8 P17 A12 F21 A12 Beyond: LED linear accent light (IMAX blue) in ceiling slot, Re: New gypsum ceiling paint PP-3 (black) White halo illuminated "IMAX" letters and red halo illuminated metal "AMC" channel letters, painted (PP-22) (by signage installer), Re: Electrical Provide level 5 over new walls, paint (PP-35) white. Note: finish/details the same on opposite wall New single door, frame, and hardware, Re: LED linear white accent light in coves at top and sides (by signage installer), Re: Electrical Flush wood base (poplar), paint (PP-3) black. Note: finish/details are the same on opposite wall Shop fabricated, aluminum portal assembly (by signage installer) /J1 A13 Recessed barrier and receiver on the opposite wall, Re: 7'-6" 3'-0" /P17 A12 /A21 A12/A21 A12 LM: 12/13/19 New or existing metal stud framing (C) Cantilevered ceiling joists (mtl. studs and channels) Muddable vinyl J-bead on edges of gyp. bd. 5/8" gypsum board with level 5 finish, paint (PP-3) 1/2" poplar, paint (PP-35) 5/8" gypsum board with level 5 finish, paint (PP-35) 5/8"3 5/8" 3 5/8" (B) Cross beam ceiling joists (mtl. studs and channels) 3 3/4" 1/2" 1/2" 2" LED linear accent light (IMAX blue), Re: Electrical (by signage installer) Existing or new wall construction per wall type Flush base (poplar), paint (PP-3) New gypsum bd. scribe 3/4"4" 1/4" Muddable vinyl J-bead LM: 12/13/19 New or existing metal studs Existing or new wall construction per wall type Existing auditorium number sign for auditorium #7, and title/time marquee to remain Existing ceiling finishes to remain, touch-up as needed White halo illuminated "IMAX" letters and red halo illuminated metal "AMC" channel letters, painted (PP-22) (by signage installer), Re: Electrical Shop fabricated, aluminum portal assembly (by signage installer) Paint (PP-3) black New 6" tall carpet base (PCP-1), termination strip at light cove Auditorium #7 Entry Flush Lobby 8'-5" Existing tile ceramic base, to remain Checked By Drawn By Project Number:Copyright 2022c ISSUED FOR: A 1 32 242322212019181716151413121110987654 2 31 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 B C D E F G H J K L M N P Q R Ga s t i n g e r W a l k e r Ar c h i t e c t s | I n t e r i o r D e s i g n e r s | C o n s t r u c t i o n M a n a g e r s 81 7 W y a n d o t t e K a n s a s C i t y M i s s o u r i 6 4 1 0 5 8 1 6 . 4 2 1 . 82 0 0 g a s t i n g e r w a l k e r . c o m MEP Structural Copyright © 2022 American Multi-Cinema Inc. Professional Certification: I, William Kevin Harden, certify that these documents were prepared or approved by me and that I am a duly licensed architect under the laws of the State of California, license number C-35744, expiration date 9/30/2023. Permit Submittal 15902 Midland Drive Shawnee, Kansas 66217 mail@hbengineerskc.com (913) 362-9090 phone C:\Users\nfan\Documents\2022-0922_IMAX at AMC Santa Anita 16 - Aud 8 - 26 Inch Rocker Deluxe_nfan4QK8K.rvt A11 Auditorium #8 Entry Portal RCP & Elevations EN BS 2022.162 24 June 2022 AMC Entertainment 11500 Ash Street Leawood, Kansas 66211 888.262.4386 IMAX Renovation Santa Anita 16 Auditorium #8 400 S. Baldwin Ave., Suite 940-U Arcadia, CA 91007 3/8" = 1'-0"A10 A12 Entry Portal - Elevation at Front 3/8" = 1'-0"A10 K1 Entry Portal - Elevation at Side Wall A 3/8" = 1'-0"A10 K10 Entry Portal - Elevation at Side Wall B 0 6" 1' 2'0 6" 1' 2' 0 6" 1' 2'0 8" 1'4" 2'8" 3" = 1'-0"A11 N19 IMAX - Ligth Slot @ Rated or Existing Wall 3" = 1'-0"A11 K19 Entry Flush Base @ Rated or Existing Wall 0 6" 1' 2' 0 6" 1' 2' 3/8" = 1'-0"A10 A1 Entry Portal - Elevation from Lobby Landlord acknowledges Tenant’s intent to expedite permitting by thesubmission of these drawings for Plan Check through the Authorities havingjurisdiction over Tenant’s construction. This acknowledgement by Landlorddoes not constitute an assumption of responsibility by Landlord for theaccuracy or sufficiency of Tenant’s drawings as intended for construction orpermitting, nor act to substitute Landlord’s approval of Tenant’s FinalWorking Drawings. The sole purpose of this stamp is to expedite Tenant’spermitting efforts, and in no way supersedes any provision of Tenant’sLease. It is the responsibility of the Tenant, Tenant’s Consultants, andTenant’s General Contractor to field verify all site conditions to ensure thework represented herein, satisfactorily meets Landlord’s design criteria andthe requirements of all local, state, and Federal building codes, laws, acts,rules, regulations, ordinances, permitting requirements, inspections, andreviews, including but not limited to the American’s with Disabilities Act, andFire Life Safety. PERMIT SUBMISSION APPROVAL ONLY URW REPRESENTATIVE DATE wagner.benites 12/20/2022 LM: 10/24/19 Fire retardant treated plywood blocking behind gypsum board finish (by G.C.), refer to elevation for extent of blocking required White Halo illuminated brushed stainless steel "IMAX" channel letters (by signage installer) Re: Electrical Red Halo illuminated painted (PP-22) metal "AMC" channel letters (by signage installer) Re: Electrical Painted (PP-22) metal "AT" FCO letters (by signage installer) 1"3" 8"8 7/8"3 5/8" 5/8" 2" 1'-6" 4 1/4" 1 3/8" 1 1/4" 1/2" 1 1/2" LED linear accent light (white) in cove, Re: Electrical (by signage installer) 5/8" gypsum board with level 5 finish, paint (PP-35) 1/8" aluminum, powder coat finish (silver gray) (by signage installer) 1/8" aluminum, powder coat finish (textured matte black) (by signage installer) 5/8" gypsum board with level 5 finish, paint (PP-3) Light slot above 1/8" aluminum, powder coat finish (silver gray) (by signage installer) 1/8" aluminum, powder coat finish (textured matte black) (by signage installer) New or existing metal stud framing 1 1/2" 2" 5"2" 1'-10 1/4" 3/4" 3 5/8" 7/8" 2 1/2"2" 1/2"3/4" 5/8" FRT spacer blocking 2 1/2" Fire retardant treated 2x blocking 4" 3 5/8" metal studs and track Muddable vinyl J-bead on edges of gyp. bd. Tightly pack this cavity with acoustical fire batt insulation New or existing metal stud framing New or existing gypsum board, paint (PP-35) 5 1/2" (3 1/2" min.) Muddable vinyl J-bead on edges of gyp. bd. LM: 01/10/20 Re: and for further clarification. Note: this is general detailing information - refer to plans, elevations and existing conditions specific to this project for final dimensions and details. /A1 A12 /A8 A12/A8 A12 8"8 7/8" 3 5/8" 1 3/8" LED linear accent light (white) in cove Re: Electrical 5/8" gypsum board New or existing metal stud framing 1 1/2" 1'-1 1/8" 5" 5/8" 3/4" (A) Fire retardant treated spacer blocking Fire retardant treated 2x blocking 4" 1'-2 1/8" 3 5/8" metal studs and track New or existing metal stud framing New or existing gypsum board 5 1/2" (3 1/2" min.) 3/4"5/8" 3 5/8" metal studs and track 1 1/2" 1 3/4" 5"2" 2" 1'-6 5/8" 3 5/8" 2 1/2" 2 1/8" 7/8" 16 gauge angle painted black 1 1/2" Angle painted black 5/8" Shop fabricated, prefinished aluminum portal assembly provided by signage installer Fire retardant treated plywd. This portion of gypsum board to be left off at sides and head until after installation of aluminum portal assembly This portion of gypsum board to be left off at sides and head until after installation of aluminum portal assembly 3 5/8" LM: 01/10/20 NOTE: framing dimensions are the same at portal head No additional vertical studs between these two studs to allow aluminum portal installer access to attachment points attachment point attachment point 5/8" 1/16" 1 3/4"7/8" 45° L17 A12 P17 A12 A12 J21 8 7/8" 3 5/8" 5/8" 1'-6"4 1/4" 1 3/8" 1 1/4"1/2" 1 1/2" LED linear accent light (white) in cove, Re: Electrical (by signage installer) 1/8" aluminum, powder coat finish (textured matte black) (by signage installer) 5/8" gypsum board with level 5 finish, paint (PP-3) Metal stud and channel box beam 1 1/2" 2"5" 2" 4 3/8" 7/8" 2 1/2" 2 1/2" 3/4" 5/8" 2 1/2" Fire retardant treated 2x blocking 5 1/2" (3 1/2" min.) Muddable vinyl J-bead on edges of gyp. bd. 5/8" gypsum board with level 5 finish, paint (PP-3) (C) Cantilevered ceiling joist (mtl. studs and channels) Muddable vinyl J-bead on edges of gyp. bd. Tightly pack this cavity with acoustical fire batt (provide stops as needed to keep batts in place) New or existing metal stud framing 1/8" aluminum, powder coat finish (silver gray) (by signage installer) (B) Cross beam ceiling joists (mtl. studs and channels) 6 3/4" 1 3/4" (A) Fire retardant treated spacer blocking LM: 01/10/20 Signage, Re: (by signage installer) Re: and for further clarification. Note: this is general detailing information - refer to plans, elevations and existing conditions specific to this project for final dimensions and details. This detail at ceiling light slot 3" x 3" x 16 gauge corner angle Metal stud and channel box beam (A) Fire retardant treated spacer blocking Fire retardant treated 2x blocking (C) Cantilevered ceiling joists (metal studs and channels) (B) Cross beam ceiling joists (mtl. studs and channels) New or existing metal stud wall framing Fire retardant treated 2x blocking 3 5/8" metal studs and track 3 5/8" metal studs and track (C) Cantilevered ceiling joists (metal studs and channels) 3 5/8" metal studs and track 3 5/8" metal studs and track (D) 1/2" fire retardant treated plywood bridge board (to main- tain continuous ceiling slot for LED wall washer lighting) (A) Fire retardant treated spacer blocking LM: 11/06/19 Main wall framing Corridor wall framing Portal framing shown without main wall framing, blocking, spacer blocking or bridge board for clarity Portal framing shown without corridor wall or corridor ceiling framing for clarity 3" x 3" x 16 gauge corner angle LM: 11/06/19 New or existing metal stud framing (C) Cantilevered ceiling joists (mtl. studs and channels) Muddable vinyl J-bead on edges of gyp. bd. 5/8" gypsum board with level 5 finish, paint (PP-3) 1/2" poplar, paint (PP-35) 5/8" gypsum board with level 5 finish, paint (PP-35) 5/8"3 5/8" 3 5/8" (B) Cross beam ceiling joists (mtl. studs and channels) 3 3/4" 1/2" 1/2" 2" LED linear accent light (IMAX blue), Re: Electrical (by signage installer) J21 A12 LM: 01/10/20 1/2" 2" 5/8" 3 5/8"2 1/2" 3 3/4"1/2" 6 3/4" 5/8"3 5/8" 2 5/8" (D) 1/2" fire retardant treated plywd. bridge board (C) Cantilevered ceiling joist (metal studs and channels) Muddable vinyl J-bead on edges of gyp. bd. Shop fabricated, prefinished aluminum portal assembly (by signage installer) 5/8" gypsum board with level 5 finish, paint (PP-3) 1/2" poplar, paint (PP-35) 5/8" gypsum bd. with level 5 finish, paint (PP-35) LED linear accent light (IMAX blue), Re: Electrical (by signage installer) 3 5/8" metal studs and track 1/2" 1 1/2" 7/8" (D) 1/2" plywood bridge board Shop fabricated, prefinished aluminum portal assembly (by signage installer) 1/2" poplar, paint (PP-35) LED linear accent light 1/2" poplar, paint (PP-3) LM: 01/10/20 Flush base (poplar), paint (PP-3) New or existing gypsum bd. scribe 3/4"4" 1/4" Muddable vinyl J-bead 3/4" fire retardant treated plywood blocking continuous between studs LM: 11/06/19 New or existing metal studs 1) For unrated walls having faces with two layers of gypsum bd., cut and replace a portion of the top layer with wood base (no blocking required) 2) For rated walls add an additional layer of 5/8" gypsum bd. to flush out with base (no blocking required) 2"Integral corner protector, Inpro 160F, color 0152 (black) Paint wall and into reveal before installing PVC corner cover 5/8" gypsum board LM: 11/15/19 Corner cover Countersunk hex head screws (white) TensaBarrier 896-CON (black belt w/ white stripe) receiver on opposite wall (by signage installer) Se c t . a Sect. b LM: 11/15/19 4 sided, 3/4" FRT plywood mounting box wrapped with as many layers of 5/8" gyp. bd. as face of wall (screw to mtl. stud) Section b Section a Elevation Painted gyp. bd. wall Shop fabricated & painted (white) cover plate (by signage installer) Checked By Drawn By Project Number:Copyright 2022c ISSUED FOR: A 1 32 242322212019181716151413121110987654 2 31 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 B C D E F G H J K L M N P Q R Ga s t i n g e r W a l k e r Ar c h i t e c t s | I n t e r i o r D e s i g n e r s | C o n s t r u c t i o n M a n a g e r s 81 7 W y a n d o t t e K a n s a s C i t y M i s s o u r i 6 4 1 0 5 8 1 6 . 4 2 1 . 82 0 0 g a s t i n g e r w a l k e r . c o m MEP Structural Copyright © 2022 American Multi-Cinema Inc. Professional Certification: I, William Kevin Harden, certify that these documents were prepared or approved by me and that I am a duly licensed architect under the laws of the State of California, license number C-35744, expiration date 9/30/2023. Permit Submittal 15902 Midland Drive Shawnee, Kansas 66217 mail@hbengineerskc.com (913) 362-9090 phone C:\Users\nfan\Documents\2022-0922_IMAX at AMC Santa Anita 16 - Aud 8 - 26 Inch Rocker Deluxe_nfan4QK8K.rvt A12 Auditorium #8 Entry Portal Details EN BS 2022.162 24 June 2022 AMC Entertainment 11500 Ash Street Leawood, Kansas 66211 888.262.4386 IMAX Renovation Santa Anita 16 Auditorium #8 400 S. Baldwin Ave., Suite 940-U Arcadia, CA 91007 0 1" 2" 4" 0 2" 4" 8" 0 2" 4" 8" 0 2" 4" 8" 0 1" 2" 4" 0 1" 2" 4"0 1" 2" 4" 3" = 1'-0" N22 IMAX - Entry Signage 0 1" 2" 4" 0 1" 2" 4" 3" = 1'-0" J1 IMAX - Entry Portal Detail (Sides) 3" = 1'-0"A10 A1 IMAX - Entry Portal Framing Detail 3" = 1'-0"A11 L8 IMAX - Entry Portal Head Detail 1" = 1'-0" A8 IMAX - Entry Portal Framing Axonometrics 3" = 1'-0"A11 P17 IMAX - Light Slot In Entry Corridor 3" = 1'-0"A11 L17 IMAX - Light Slot in Metal Entry Portal 3" = 1'-0"A12 J21 IMAX - Light Slot Termination 3" = 1'-0"A11 F21 IMAX - Entry Flush Base 3" = 1'-0" D21 Corner Protector 0 1" 2" 4" 3" = 1'-0" A21 IMAX - Recessed Barrier 0 1" 2" 4" Landlord acknowledges Tenant’s intent to expedite permitting by thesubmission of these drawings for Plan Check through the Authorities havingjurisdiction over Tenant’s construction. This acknowledgement by Landlorddoes not constitute an assumption of responsibility by Landlord for theaccuracy or sufficiency of Tenant’s drawings as intended for construction orpermitting, nor act to substitute Landlord’s approval of Tenant’s FinalWorking Drawings. The sole purpose of this stamp is to expedite Tenant’spermitting efforts, and in no way supersedes any provision of Tenant’sLease. It is the responsibility of the Tenant, Tenant’s Consultants, andTenant’s General Contractor to field verify all site conditions to ensure thework represented herein, satisfactorily meets Landlord’s design criteria andthe requirements of all local, state, and Federal building codes, laws, acts,rules, regulations, ordinances, permitting requirements, inspections, andreviews, including but not limited to the American’s with Disabilities Act, andFire Life Safety. PERMIT SUBMISSION APPROVAL ONLY URW REPRESENTATIVE DATE wagner.benites 12/20/2022 1/2" 1/4" 9/16"5/8" 1 5/16" 3 1/4" 5' -0" a b o v e f l o o r Tactile Exit Sign(s) with 'Sans Serif' upper case, raised characters -Locate per plans and/or elevations where designated with "TXS" -Black sign with .063" clear or black grade 2 braille and white raised lettering (factory finished) -All typeface: Futura Md Bt (medium) 5" LM: 05/30/18 Note: Signs with raised characters and Braille shall be located 48 inches minimum above the finish floor or ground surface, measured from the baseline of the lowest line of Braille and 60 inches maximum above the finish floor or ground surface, measured from the baseline of the highest line of raised characters. (CBC 11B-703.4) 9/16" 5/8" 7/16" 5/8" 7/16" 5/8" 9/16" 1/4" 3/8" 4 1/2" Tactile Occupancy Sign(s) with raised characters - Replace ### and with actual approved maximum occupant load - Locate per plans and/or elevations where designated with "TOS" - Black sign with .063" clear or black grade 2 braille and white 'Sans Serif' upper case raised lettering (factory finished) 5/16" 5/32" 15/32"5/8" 5/16"1 3/4" Tactile Auditorium Number plaque(s) with 'Sans Serif' upper case, raised characters -To be mounted to entry door frames, locate per plans and/or elevations where designated with "TAN" -Black plaque(s) with .063" clear or black grade 2 braille and black raised number (factory finished) All typeface: Futura Md Bt (medium) 1 7/8" 5' -0" a b o v e f l o o r 5' -0" a b o v e f l o o r 8" LM: 03/01/19 Door frame Note: Signs with raised characters and Braille shall be located 48 inches minimum above the finish floor or ground surface, measured from the baseline of the lowest line of Braille and 60 inches maximum above the finish floor or ground surface, measured from the baseline of the highest line of raised characters. (CBC 11B-703.4) 3/4" 1" shim 1/2" 1" Black, full overlay hinges with offset pivot, 4ea. per door leaf (Rockford Process Control C-376-1D or equal)* 6" minimum Lumber hinge block anchored to wall, paint (PP-2) Plastic laminate (PPL-1) on 3/4" moisture resistant MDF (Medex) Poplar scribe trim, Paint (PP-2) Direct applied black wall protection (PWC-5) LM: 06/24/19 * Offset continuous hinge, factory painted black is also acceptable Acrovyn VA-034N black corner guards 7'-0" 4" 6 1/2" 3'-6" 2'-8" 3'-0" Single Auditorium Entry Door and Frame Note: see floor plan for actual door handing 3 ea.Hinges TA2714 4-1/2" x 4 -1/2" D4-Black MK 1 ea.Push Plate 70C 4" x 16"-Polished Stainless Steel (629)RO 1 ea.Door Pull RM2200, CTC 16"-Polished Stainless Steel (629)RO 1 ea.Surface Closer 1461 Heda Black LC 1 ea.Kick Plate K1050 10" x 34" FBPC-Black RO 1 ea.Door Stop 470 FBPC-Black RO 1 ea.Silencer 608 RO 1/4" laminated safety glass Glass stops flush with face of door and painted to match See below for hardware New or existing (see plans) 2" hollow metal door frame, paint (PP-2) LM: 08/21/19 Finished door(s) and hardware provided by: DH Pace -Door finish: Sherwin Williams Pro Industrial Water Based Alkyd Urethane Enamel, B53-1150 Series, SW 6258 Tricorn Black, Semi Gloss System: 2 coats on 1 coat of SW ProMar 200 Zero VOC Primer or American Direct -Door finish: Standard opaque finish to match AD sample #N22687-19Q Contact Jerry Pennington, ph: (913) 677-5588, email: jerryp@americandirectco.com Door construction: 1 3/4" thick, rift cut, slip matched white oak, solid core 20 minute construction, factory paint black DO NOT FIELD PAINT operable parts 2'-10" min. to 3'-8" max. 1 Checked By Drawn By Project Number:Copyright 2022c ISSUED FOR: A 1 32 242322212019181716151413121110987654 2 31 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 B C D E F G H J K L M N P Q R Ga s t i n g e r W a l k e r Ar c h i t e c t s | I n t e r i o r D e s i g n e r s | C o n s t r u c t i o n M a n a g e r s 81 7 W y a n d o t t e K a n s a s C i t y M i s s o u r i 6 4 1 0 5 8 1 6 . 4 2 1 . 82 0 0 g a s t i n g e r w a l k e r . c o m MEP Structural Copyright © 2022 American Multi-Cinema Inc. Professional Certification: I, William Kevin Harden, certify that these documents were prepared or approved by me and that I am a duly licensed architect under the laws of the State of California, license number C-35744, expiration date 9/30/2023. Revision Date Permit Submittal 15902 Midland Drive Shawnee, Kansas 66217 mail@hbengineerskc.com (913) 362-9090 phone C:\Users\nfan\Documents\2022-0922_IMAX at AMC Santa Anita 16 - Aud 8 - 26 Inch Rocker Deluxe_nfan4QK8K.rvt A13 Auditorium #8 Auditorium Details EN BS 2022.162 24 June 2022 AMC Entertainment 11500 Ash Street Leawood, Kansas 66211 888.262.4386 IMAX Renovation Santa Anita 16 Auditorium #8 400 S. Baldwin Ave., Suite 940-U Arcadia, CA 91007 6" = 1'-0" A14 Tactile Exit Sign 6" = 1'-0" F14 Tactile Sign Plaques 3" = 1'-0" M14 Trash Cabinet - Door Detail 0 1/2" 1" 2" 0 1/2" 1" 2" 0 1" 2" 4" Not to Scale A7 Door Closer Information 1/2" = 1'-0" J1 Auditorium Entry Doors and Frames 0 6" 1' 2' 1 City Comment 22 September 2022 Landlord acknowledges Tenant’s intent to expedite permitting by thesubmission of these drawings for Plan Check through the Authorities havingjurisdiction over Tenant’s construction. This acknowledgement by Landlorddoes not constitute an assumption of responsibility by Landlord for theaccuracy or sufficiency of Tenant’s drawings as intended for construction orpermitting, nor act to substitute Landlord’s approval of Tenant’s FinalWorking Drawings. The sole purpose of this stamp is to expedite Tenant’spermitting efforts, and in no way supersedes any provision of Tenant’sLease. It is the responsibility of the Tenant, Tenant’s Consultants, andTenant’s General Contractor to field verify all site conditions to ensure thework represented herein, satisfactorily meets Landlord’s design criteria andthe requirements of all local, state, and Federal building codes, laws, acts,rules, regulations, ordinances, permitting requirements, inspections, andreviews, including but not limited to the American’s with Disabilities Act, andFire Life Safety. PERMIT SUBMISSION APPROVAL ONLY URW REPRESENTATIVE DATE wagner.benites 12/20/2022 J18 A14 Wall covering (PWC-1) Carpet (PCP-1), typical 3 1/2" unfaced insulation batts Painted poplar wood cap (PP-1) Carpet base (PCP-1) Metal stud framing and attachments, Re: Structural Fire retardant treated blocking Apply Loctite PL400 Subfloor adhesive between all plywood layers and between plywood and deck, install per manufacturer's recommendations. Stair framing, Re: Structural 5/8" gypsum board Where wall covering is not applied this joint is to be caulked (color to match paint) 25 gauge continuous sheet metal LM: 02/19/19 Wall covering (PWC-1) Wall mounted aisle lighting installed on top of wall covering, Re: Electrical 5/8" fire retardant treated plywood (only on wall faces where aisle lighting is being mounted) 1/2" typ. J13 A14 Fire-treated plywood on metal deck, Re: Structural Metal studs framing and attachments, Re: Structural 3 1/2" unfaced insulation batts Carpet (PCP-1) Typical Carpet base (PCP-1) with bound top edge Apply Loctite PL400 Subfloor adhesive between all plywood layers and between plywood and deck, install per manufacturer's recommendations. Wall covering (PWC-1) Painted poplar wood cap (PP-1) Wall mounted aisle lighting, installed on top of wall covering, Re: Electrical Re: for placement 25 gauge continuous Sheet metal /A13 A14 LM: 07/10/18 1'-10" Minimum 4" 4" 4"4" Step lighting, Re: Electrical Black vinyl termination piece 4" Carpet base (PCP-1) with bound top edge New wall covering (PWC-1) New, LED stair lighting and trim to be installed at stair nosings as indicated, Re: Electrical 5/8" Poplar wood trim with eased edges, paint (PP-1) Note: This view illustrates general detailing, materials and finishes but does not reference a specific instance or location on this project LED aisle lighting, Re: Electrical Re: for lighting placement Row letter carpet inlays (PCP-5) letter & border for IMAX Letter Border LM: 07/10/18 /A13 A14 1'-0" Carpet base (PCP-1) Wall mounted LED aisle lighting Re: Electrical 1'-0" b c Carpet base (PCP-1) Wall mounted LED aisle lighting, Re: Electrical Use these diagrams for placing all wall mounted aisle lighting along stairs. Note: angle of LED aisle lighting strip is not the same as angle of stairs. Angle (a°) of LED aisle lighting on each side of stairs is to match. b c Low walls at aisle stairs Full height wall 1'-0" 1'-0" Use measurements (b & c) from these locations to set mounting heights on low wall aisle lighting Match these mounting heights (b & c) to measurements taken from full height wall aisle lighting a° a° LM: 07/10/18 3' -0" Where handrails terminate rail extension to be 1'-3" beyond top stair edge and 1'-3" plus tread depth beyond bottom stair edge, handrail extension length to be 1'-0" min. measured to start of radius return, typical unless noted otherwise on plans or elevations Steel tube handrail, paint (PP-31) Re: Structural Acoustical panel system with black fabric (PWPF-1) Wall covering (PWC-1) Note: This view illustrates general detailing, materials and finishes but does not reference a specific instance or location on this project Carpet (PCP-1) Handrail brackets, paint (PP-1) New, LED stair lighting and trim to be installed at stair nosings as indicated, Re: Electrical New wall covering (PWC-1) 4" Carpet base (PCP-1) with bound top edge J-boxes for low voltage aisle lighting, typical Re: Electrical Carpet base (PCP-1) up to aisle light Re: Electrical (lighting plans) for height above floor, landings and stair nosing LED aisle lighting, Re: Electrical Re: for lighting placement Row letter carpet inlays (PCP-5) letter & border Letter Border Carpet (PCP-1)/A13 A14 LM: 01/05/18 Vinil carpet termination trim; Re: Electrical Paint PP-3 1'-3" EQ. 2 Carpet (PCP-1), Re: Floor Plan LM: 05/30/19 Wall covering (PWC-1) 4" Carpet base (PCP-1) with bound top edge 6" Curved wall Straight wall Note: This view illustrates general detailing, materials and finishes but does not reference a specific instance or location on this project sloped lid surface to match slope of stair guardwall 5/8" Poplar wood trim with eased edges, paint (PP-1) Wall covering (PWC-1) Carpet base (PCP-1) Painted poplar wood cap (PP-1) min. 1'-10" 4" 3/8" 3/8" All carpet base to have a bound top edge 1"Black vinyl termination piece at site cut carpet edges, typ. Aisle Stairs Side 1 3/4" Checked By Drawn By Project Number:Copyright 2022c ISSUED FOR: A 1 32 242322212019181716151413121110987654 2 31 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 B C D E F G H J K L M N P Q R Ga s t i n g e r W a l k e r Ar c h i t e c t s | I n t e r i o r D e s i g n e r s | C o n s t r u c t i o n M a n a g e r s 81 7 W y a n d o t t e K a n s a s C i t y M i s s o u r i 6 4 1 0 5 8 1 6 . 4 2 1 . 82 0 0 g a s t i n g e r w a l k e r . c o m MEP Structural Copyright © 2022 American Multi-Cinema Inc. Professional Certification: I, William Kevin Harden, certify that these documents were prepared or approved by me and that I am a duly licensed architect under the laws of the State of California, license number C-35744, expiration date 9/30/2023. Revision Date Permit Submittal 15902 Midland Drive Shawnee, Kansas 66217 mail@hbengineerskc.com (913) 362-9090 phone C:\Users\nfan\Documents\2022-0922_IMAX at AMC Santa Anita 16 - Aud 8 - 26 Inch Rocker Deluxe_nfan4QK8K.rvt A14 Auditorium #8 Auditorium Details EN BS 2022.162 24 June 2022 AMC Entertainment 11500 Ash Street Leawood, Kansas 66211 888.262.4386 IMAX Renovation Santa Anita 16 Auditorium #8 400 S. Baldwin Ave., Suite 940-U Arcadia, CA 91007 1 1/2" = 1'-0"A14 J13 Stair Section @ Guardwall 1 1/2" = 1'-0"A4 J18 Stair Guardwall Not to Scale H6 Auditorium Finishes and Details Not to Scale A13 Aisle Lighting Placement @ Stairs Not to Scale D13 Auditorium Finishes and Details Not to Scale D6 Sloped Lid at Straight Wall 1 1/2" = 1'-0" A6 IMAX - Aisle Knee Wall Elevation 0 2" 4" 8" 0 2" 4" 8"0 2" 4" 8" 2 City Comment 2 December 2022 Landlord acknowledges Tenant’s intent to expedite permitting by thesubmission of these drawings for Plan Check through the Authorities havingjurisdiction over Tenant’s construction. This acknowledgement by Landlorddoes not constitute an assumption of responsibility by Landlord for theaccuracy or sufficiency of Tenant’s drawings as intended for construction orpermitting, nor act to substitute Landlord’s approval of Tenant’s FinalWorking Drawings. The sole purpose of this stamp is to expedite Tenant’spermitting efforts, and in no way supersedes any provision of Tenant’sLease. It is the responsibility of the Tenant, Tenant’s Consultants, andTenant’s General Contractor to field verify all site conditions to ensure thework represented herein, satisfactorily meets Landlord’s design criteria andthe requirements of all local, state, and Federal building codes, laws, acts,rules, regulations, ordinances, permitting requirements, inspections, andreviews, including but not limited to the American’s with Disabilities Act, andFire Life Safety. PERMIT SUBMISSION APPROVAL ONLY URW REPRESENTATIVE DATE wagner.benites 12/20/2022 Wall covering (PWC-1) Carpet (PCP-1), Typical Painted poplar wood cap (PP-1) Carpet base (PCP-1) Metal stud framing and attachments; Re: Structural Fire retardant treated blocking 5/8" gypsum board Existing stair and seating riser construction (if new, Re: Structural) seat arm and wall 1 1/2" maximum between Seating provided by owner, installed by contractor K7 A15 M1 A15 G1 A15 LM: 03/04/19 5/8" fire retardant treated plywood (only on wall faces where aisle lighting is being mounted) Wall mounted aisle lighting installed on top of wall covering, Re: Electrical Step lighting, Re: Electrical Carpet (PCP-1) Typical Carpet base (PCP-1) with bound top edge Wall covering (PWC-1) Black vinyl termination piece at site cut carpet edges Painted poplar wood cap (PP-1) Wall mounted aisle lighting, installed on top of wall covering, Re: Electrical Re: for placement/A13 A14 4" Existing stair and seating riser construction (if new, Re: Structural) 1'-10" Minimum 4" LM: 01/05/18 C° C° Top of wall slope, to match slope angle of stepped aisle (unless indicated otherwise) Infill gap at nosing, to be flush with new knee wall, Re: Structural Flush Vinyl nosing trim, Re: Electrical Seating provided by owner, installed by contractor Carpet (PCP-1) or existing flooring to remain Alternate #1: Carpet (PCP-1) Re: Finish Plans Existing seating riser construction (if new, Re: Structural) Wall covering (PWC-1) Painted poplar wood cap (PP-1) Where steps extend beyond knee wall paint end of step white Vinyl nosing trim Re: Electrical Paint (PP-3) black or wall covering (PWC-1) Re: Finish Plans Vinyl nosing trim, Re: Electrical Carpet (PCP-1) or existing flooring to remain Alternate #1: Carpet (PCP-1) Re: Finish Plans otherwise on plans 2'- 0" unless noted Re: Auditorium Section Re: Auditorium Plans and Sections LM: 01/05/18 or elevations Carpet base (PCP-1) Carpet base or no base Alternate #1: Carpet base (PCP-1) Re: Finish Plans 1 1 1 Carpet base (PCP-1) Carpet base (PCP-1) Wall covering(PWC-1) Carpet (PCP-1) 1'-10" unless noted Re: Auditorium Section Existing riser and landing construction Wall covering (PWC-1) All carpet base to have bound top edge ot h e r w i s e o n p l a n s or e l e v a t i o n s Re: Auditorium Plans and Sections Painted poplar wood cap (PP-1) 3/8" typ. 5/8" Where steps extend beyond knee wall paint end of step white Metal stud framing and attachments; Re: Structural 4" LM: 01/05/18 After patching gypsum wall construction, apply fire caulking per manufacturer's approved U.L. System No. W- L-7146; Product: 3M Fire Barrier Sealant CP 25WB+ Auditorium Side New unistrut member; Refer to Structural Existing 2 Hr. rated wall assembly to remain: multiple layers of 5/8" type-x gypsum board on metal stud framing After installation of unistrut member, patch wall construction with new 5/8" type-x gypsum board as required to match adjacent construction per U.L. guidelines After installation of unistrut member, patch existing fire resistive material on existing structural beam per U.L. guidelines CHPX.R4339; Product: Monokote, MK-6/HY by Grace Fireproofing Existing 2 Hr. rated wall assembly to remain: multiple layers of 5/8" type-x gypsum board on metal stud framing New unistrut clamp and through-bolt; Refer to Structural 2 Hr. rated primary structural member: Beam having existing spray-applied cementitious fire resistive material * *1/8" Min., 7/8" Max.; Refer to W-L-7146 Note: This view illustrates general detailing, materials and finishes but does not reference a specific instance or location on this project All wheelchair locations designated on floor plan - thusly to meet these clearance requirements Clear wheelchair space between floor lighting 5'-6" (double space) / 3'-0" (single space) LED Floor lighting Illuminated seat numbers recessed in wall Re: Electrical LM: 01/10/20 Clear space between seat arms 6'-0" (double space) / 3'-6" (single space) 4'-0" clear wheelchair space 3" 1'-6"1'-6" Guardwall behind seats [4] -Gypsum Board [2] -3 5/8" Steel studs [3] -Batts and Blankets [4] -Gypsum board Ceiling System Finish Floor 1 As stated above WALL TYPE "1" Interior Non-Load Bearing Partition [3] -Batts and Blankets Slip track attachment Description: 1. Floor and Ceiling Runners: Channel shaped runners, 3 5/8" wide by 1 1/4" deep, fabricated from No. 20 MSG (0.0329 in., min bare metal thickness) galv steel. Attached to floor and ceiling with fasteners, 24" OC max. 2. Steel Studs:Channel shaped 3-5/8" wide by 1 1/4" deep with 5/16" folded back return flange legs. Fabricated from No. 20 MSG (0.0329 in., min bare metal thickness) galv steel. Max stud spacing 16" OC. Studs to be cut 1" less than assembly height. 3. Batts and Blankets:Mineral wool batts placed to completely fill interior of stud cavity to a 3" min thickness. 4. Gypsum board: 2 layers, 5/8" thick, 4 ft. wide. Attach base layer to studs and floor and ceiling track with 1" long, type S self-tapping steel screws spaced 8" OC along edges of board and 12" OC in the field of the board. Attach top layer through base layer to studs and floor and ceiling track with 1 5/8" long, type S self-tapping steel screws spaced 8" OC along edges of board and 12" OC in the field of the board. Stagger board joints between layers. Cut top edge of boards to fit shape 5. Joint Tape and Compound -Gypsum Board -(not shown): Vinyl, dry or premixed joint compound, applied in two coats to joints and screw heads; paper tape, 2" wide, embedded in first layer of compound over all joints. 6. Acoustical Sealant: Install continuous bead of acoustical sealant between each drywall panel at floor and structure above [6] Acoustical sealant Bottom of existing structure [1] Floor and Ceiling Runners [1] Floor and Ceiling Runners As stated above but with 2 layers gypsum board [4] and acoustical sealant [6] top and bottom on both sides of wall with joint tape and compound [5] 1B [2] -3 5/8" Steel studs [6] Acoustical sealant LM: 01/05/18 Finish floor; Re: finish plan All carpet base to have bound top edge Carpet base (PCP-1) Re: finish plan Wall covering (PWC-1) Aisle light, where occurs Re: Electrical 2'-11 7/8" Minimum 5 7/8" Wall covering (PWC-1) Fabric wrapped acoustical panels (PWPF-1) Wall-mounted handrail 1.5" diameter, paint (color per plans/elevations) Re: Structural Handrail support and wall bracket, paint (color per plans/elevations) Elevation of floor, ramp, landing or stair nosing Unless indicated otherwise on elevations Low voltage aisle lighting J-Box, bottom of box to be 3 1/2" above bottom of aisle light strip. Re: Electrical (lighting plans) for lighting heightsRe: Electrical (lighting plans) Carpet base up to aisle light fo r h e i g h t a b o v e f l o o r o r r a m p R e : F i n i s h Pl a n s w h e r e n o a i s l e l i g h t i n g o c c u r s 3 1/2" typ. LM: 11/20/18 Existing wall construction min. 1 5/8" Checked By Drawn By Project Number:Copyright 2022c ISSUED FOR: A 1 32 242322212019181716151413121110987654 2 31 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 B C D E F G H J K L M N P Q R Ga s t i n g e r W a l k e r Ar c h i t e c t s | I n t e r i o r D e s i g n e r s | C o n s t r u c t i o n M a n a g e r s 81 7 W y a n d o t t e K a n s a s C i t y M i s s o u r i 6 4 1 0 5 8 1 6 . 4 2 1 . 82 0 0 g a s t i n g e r w a l k e r . c o m MEP Structural Copyright © 2022 American Multi-Cinema Inc. Professional Certification: I, William Kevin Harden, certify that these documents were prepared or approved by me and that I am a duly licensed architect under the laws of the State of California, license number C-35744, expiration date 9/30/2023. Revision Date Permit Submittal 15902 Midland Drive Shawnee, Kansas 66217 mail@hbengineerskc.com (913) 362-9090 phone C:\Users\nfan\Documents\2022-0922_IMAX at AMC Santa Anita 16 - Aud 8 - 26 Inch Rocker Deluxe_nfan4QK8K.rvt A15 Auditorium #8 Auditorium Details EN BS 2022.162 24 June 2022 AMC Entertainment 11500 Ash Street Leawood, Kansas 66211 888.262.4386 IMAX Renovation Santa Anita 16 Auditorium #8 400 S. Baldwin Ave., Suite 940-U Arcadia, CA 91007 1 1/2" = 1'-0"A4 A19 Section @ Stair Guardwall 1 1/2" = 1'-0"A4 G1 Stair Guardwall 0 2" 4" 8" 0 2" 4" 8" 0 2" 4" 8" 1 1/2" = 1'-0"A4 K7 Seating Riser Section 1 1/2" = 1'-0"A15 M1 Section @ Guardwall 3" = 1'-0" K15 Rated Patching and Caulking Detail 0 1" 2" 4" 3/4" = 1'-0"A4 F7 Wheelchair Spaces 1" = 1'-0" A7 Wall Type 1 - Not Rated 0 3" 6" 1'0 2" 4" 8" 1 1/2" = 1'-0"A4 A15 Theatre Side Wall Finish Dtl. 0 2" 4" 8" 0 2" 4" 8" 1 City Comment 22 September 2022 Landlord acknowledges Tenant’s intent to expedite permitting by thesubmission of these drawings for Plan Check through the Authorities havingjurisdiction over Tenant’s construction. This acknowledgement by Landlorddoes not constitute an assumption of responsibility by Landlord for theaccuracy or sufficiency of Tenant’s drawings as intended for construction orpermitting, nor act to substitute Landlord’s approval of Tenant’s FinalWorking Drawings. The sole purpose of this stamp is to expedite Tenant’spermitting efforts, and in no way supersedes any provision of Tenant’sLease. It is the responsibility of the Tenant, Tenant’s Consultants, andTenant’s General Contractor to field verify all site conditions to ensure thework represented herein, satisfactorily meets Landlord’s design criteria andthe requirements of all local, state, and Federal building codes, laws, acts,rules, regulations, ordinances, permitting requirements, inspections, andreviews, including but not limited to the American’s with Disabilities Act, andFire Life Safety. PERMIT SUBMISSION APPROVAL ONLY URW REPRESENTATIVE DATE wagner.benites 12/20/2022 New Seat Count Fixed 220 Accessible 5 Total 225 Indicates a Designated Aisle Seat with fold up aisle side armrest and identification marker per 2019 CBC Ref: 11B-221.4 and 11B-802.4 Indicates a Companion Seat provided shoulder to shoulder next to a wheelchair space per 2019 CBC, Ref: 11B-221.3 and 11B-802.3 Assistive listening system All existing auditoriums in the theatre complex have an assistive listening system; it will be maintained and modified as needed in this auditorium renovation per 2019 CBC, Ref: 11B-219 and 11B-706 Semi-ambulatory seats: All seats in Auditorium #8 are at cross aisle. Semi-ambulant seat code requirement of 2' of clear leg space between the front of the seat and the knee wall per 2019 CBC, Ref: 11B-802.5 Auditorium Furniture Item/Description No Flip Up Arms Flip Up (Arm Left) Flip Up (Arm Right) Seat Type Quantity Color Telescopic 26" Rocker Deluxe Black Black Black Flip Up (Both Arms)Black 3 4 0 213 Telescopic 26" Rocker Deluxe Telescopic 26" Rocker Deluxe Telescopic 26" Rocker Deluxe 1 A B C D E F G H J K L M A B C D E F G H J K L M Ma t c h l i n e Ma t c h l i n e Office Electrical Room (no work) Auditorium #8 (IMAX) Minimum seat installation anchorage requirements for Telescopic Rocker Deluxe seat: • Contractor shall field verify new and/or existing floor construction meets seat manufacturer specified requirements for Telescopic Rocker Deluxe anchorage. Seat anchorage at concrete slabs-on-grade, concrete slabs-on-metal deck and new plywood-on-metal deck platform construction per seat manufacturer. Fasteners in direct contact with fire-retardant-treated plywood shall be hot-dipped galvanized. • Contractor shall contact architect and engineer-of-record for revised direction is manufacturer requirements cannot be met due to field conditions. Projection Equipment Room = Retractable Armrest 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 16 15 14 13 12 11 9 10 8 7 6 5 4 3 2 1 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 1 2 3 4 5 6 7 8 9 10 11 12 13 14 Checked By Drawn By Project Number:Copyright 2022c ISSUED FOR: A 1 32 242322212019181716151413121110987654 2 31 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 B C D E F G H J K L M N P Q R Ga s t i n g e r W a l k e r Ar c h i t e c t s | I n t e r i o r D e s i g n e r s | C o n s t r u c t i o n M a n a g e r s 81 7 W y a n d o t t e K a n s a s C i t y M i s s o u r i 6 4 1 0 5 8 1 6 . 4 2 1 . 82 0 0 g a s t i n g e r w a l k e r . c o m MEP Structural Copyright © 2022 American Multi-Cinema Inc. Professional Certification: I, William Kevin Harden, certify that these documents were prepared or approved by me and that I am a duly licensed architect under the laws of the State of California, license number C-35744, expiration date 9/30/2023. Revision Date Permit Submittal 15902 Midland Drive Shawnee, Kansas 66217 mail@hbengineerskc.com (913) 362-9090 phone C:\Users\nfan\Documents\2022-0922_IMAX at AMC Santa Anita 16 - Aud 8 - 26 Inch Rocker Deluxe_nfan4QK8K.rvt A16 Auditorium #8 Seat Numbering Plan EN BS 2022.162 24 June 2022 AMC Entertainment 11500 Ash Street Leawood, Kansas 66211 888.262.4386 IMAX Renovation Santa Anita 16 Auditorium #8 400 S. Baldwin Ave., Suite 940-U Arcadia, CA 91007 0 1' 2' 4' 1/4" = 1'-0" A1 Auditorium #8 - Seat Numbering Plan NORTH 1 1 1 City Comment 22 September 2022 Landlord acknowledges Tenant’s intent to expedite permitting by thesubmission of these drawings for Plan Check through the Authorities havingjurisdiction over Tenant’s construction. This acknowledgement by Landlorddoes not constitute an assumption of responsibility by Landlord for theaccuracy or sufficiency of Tenant’s drawings as intended for construction orpermitting, nor act to substitute Landlord’s approval of Tenant’s FinalWorking Drawings. The sole purpose of this stamp is to expedite Tenant’spermitting efforts, and in no way supersedes any provision of Tenant’sLease. It is the responsibility of the Tenant, Tenant’s Consultants, andTenant’s General Contractor to field verify all site conditions to ensure thework represented herein, satisfactorily meets Landlord’s design criteria andthe requirements of all local, state, and Federal building codes, laws, acts,rules, regulations, ordinances, permitting requirements, inspections, andreviews, including but not limited to the American’s with Disabilities Act, andFire Life Safety. PERMIT SUBMISSION APPROVAL ONLY URW REPRESENTATIVE DATE wagner.benites 12/20/2022 Green Compliance Requirements Adhesives, sealants, and caulks: Comply with VOC limits in SCAQMD Rule 1168 VOC limits and California Code of Regulations Title 17 for aerosol adhesives. (CalGreen 5.504.4.1) Paints and coatings: Comply with VOC limits in the Air Resources Board Architectural Coatings Suggested Control Measure and California Code of Regulations Title 17 for aerosol paints. (CalGreen 5.504.4.3.1) Provide documentation verifying all finish materials are in compliance with CalGreen standard (CalGreen 5.504.4.3.2) Carpet: All carpet must meet one of the following: 1. Carpet and Rug Institute Green Label Plus Program, 2. California Department of Public Health Standard Practice for the testing of VOCs (Specification 01350), 3. NSF/ANSI 140 at the Gold level, 4. Scientific Certifications Systems Sustainable Choice, OR 5. California Collaborative for High Performance Schools EQ 2.2 and listed in the CHPS High Performance Product Database AND carpet cushion must meet Carpet and Rug Institute Green Label, AND indoor carpet adhesive & carpet pad adhesive must not exceed 50 g/L VOC content Resilient flooring systems: For 80% of floor area receiving resilient flooring, install resilient flooring complying with: 1. Certified under the Resilient Floor Covering Institute (RFCI) FloorScore program, 2. Compliant with the VOC-emission limits and testing requirements of California Department of Public Health 2010 Standard Method for the Testing and Evaluation Chambers v.1.1, 3. Compliant with the Collaborative for High Performance Schools (CHPS) EQ2.2 and listed in the CHPS High Performance Product Database, OR 4. Certified under the Greenguard Children & Schools Program to comply with California Department of Public Health criteria.(CalGreen 5.504.4.4 and 5.504.4.6) PP-2 BLACK (PLF) Doors and Door Frames Manufacturer: Sherwin Williams -Pro Industrial Water Based Alkyd Urethane Enamel, B53-1150 Series Color: SW 6258 Tricorn Black Sheen: Semi Gloss System:For steel: 2 coats on 1 coat of Pro Industrial Pro-Cryl Primer For wood & gyp.bd: 2 coats on 1 coat of SW ProMar 200 Zero VOC Primer FINISH LEGEND For all specified paints there shall be no substitutions Surface preparation for all metal surfaces (steel and iron) receiving paint: -For Repaints: Lightly Sand with 120 grit sandpaper and clean with water soluble cleaner such as Simple Green before painting -For Bare Metal: Minimum surface preparation is Hand Tool Clean per SSPC-SP2. Remove all oil and grease from surface per SSPC-SP1. Provide 1 coat of primer and 2 coats of paint as indicated PP-31 COOL GRAY Handrails Manufacturer: Sherwin Williams -Pro Industrial Water Based Alkyd Urethane Enamel, B53-1250 Series Color: Custom Manual Match (Cool Gray) CCE*Colorant OZ 32 64 128 L1-Blue 4 4 -- R2-Maroon 2 5 1 - Y3-Deep Gold -13 -- B1-Black -4 -- G2-New Green -4 1 -One Gallon Extra White Sheen: Low Sheen System:For steel: 2 coats on 1 coat of Pro Industrial Pro-Cryl Primer PP-4 BLACK (PLF) Up high in Auditorium and Entries, Walls behind Screen Manufacturer: Sherwin Williams -ProMar 400 Interior Latex, B30B04600 Color: SW 6258 Tricorn Black Sheen: Flat System:For Gypsum Board: 2 coats on 1 coat of SW ProMar 200 Zero VOC Primer PCP-1 Black Floor Carpet (PLF) Manufacturer: Durkan Series: Accents III, cut pile solid Color: 7234 Black Flammability:Class 1, ASTM E648 PP-3 BLACK (PLF) Vomitory Walls and Ceilings, Entry, Projection Booth, Walls Behind Seats, Under Dolby Entry Wall Covering Manufacturer: Sherwin Williams -ProMar 200 Zero VOC Interior Latex, B20-2600 Series Color: SW 6258 Tricorn Black Sheen: Egg Shell System:For Gypsum Board: 2 coats on 1 coat of SW ProMar 200 Zero VOC Primer PWPF-1 Auditorium Acoust. Wall Pnl Fabric (PLF) Manufacturer:Golterman & Sabo Series: Acousti Suede, 8 oz. Color: Eclipse Flammability:Inherently Flame Retardant NFPA 701 (Small Scale) PWC-1 Auditorium Wall Covering (PLF) Manufacturer: Melfabco Series: Tiara Wall Carpeting Color: Onyx Flammability: Class A, ASTM E84 NFPA 701-2004 Note:See General Finish Notes for orientation NFPA 701-2004 PP-1 BLACK (PLF) Wood Trim in Auditorium, Handrail Brackets Manufacturer: Sherwin Williams -Pro Industrial Water Based Alkyd Urethane Enamel, B53-1250 Series Color: SW 6258 Tricorn Black Sheen: Low Sheen System:For steel: 2 coats on 1 coat of Pro Industrial Pro-Cryl Primer For wood & gyp.bd: 2 coats on 1 coat of SW ProMar 200 Zero VOC Primer PP-22 RED (IMAX) Metal Channel Letters at Entry Manufacturer: Shop Finished Color: Match Sample Sheen: Match Sample System:-PCP-5 Carpet Letter Inlay (IMAX) Manufacturer: Durkan Series:Accents III, Pattern: D55820 Color:Blue, per pattern Flammability:Class 1, ASTM E648 LM: 01/12/18 PRB-1 Rubber Base (PLF) Manufacturer:Roppe Series:Pinnacle no toe base Color:Black Size: 6" High, roll stock & preformed corners Flammability: Class B, ASTM E84 PP-35 WHITE (IMAX) Portal Interior Walls Manufacturer: Sherwin Williams -Pro Industrial Water Based Alkyd Urethane Enamel, B53-1150 Series Color: SW 7006 Extra White Sheen: Semi Gloss System:For steel: 2 coats on 1 coat of Pro Industrial Pro-Cryl Primer For wood & gyp.bd: 2 coats on 1 coat of SW ProMar 200 Zero VOC Primer Wall & Ceiling finish materials -All interior finish materials applied to wall and ceilings shall be tested as specified in Section 803, table 803.13 and section 803.1, and shall be Class A materials having flame spread index of 0-25, smoke developed index of 0-450. -All components of fabric-wrapped acoustic wall panels have a Class A rating per ASTM E84. Manufacturer's publish data indicates a Flame Spread Index of 10, and smoke Developed Index of 10, and Smoke Developed Index of 65, and therefore equivalent to a Class A rated material per section 803. PACT-1 Acoustical Ceiling Tile 2x4 (PLF) Manufacturer:USG Series:Radar ClimaPlus 2410, 2'x4'x5/8" Color:Flat Black Grid:USG Donn Brand DX/DXL, 15/16" suspensions system, Flat Black Flammability:Class A, ASTM E84 Note, this ceiling system to be used in rooms/spaces with completely new ACT. Where adding to or patching an existing system match that system. PLF GENERAL FINISH NOTES • All painted auditorium walls to receive (PP-3) unless noted otherwise. • All painted metal handrails and guardrails to receive (PP-31). • Not including handrails and guardrails, all painted metals to receive (PP-2) unless noted otherwise. • All wood and metal doors & door frames to receive (PP-2) unless noted otherwise. • Provide black corner guards to match existing theatre standard at outside corners of painted walls. • Where wall coverings (PWC-1) (PLF) is to be direct applied to walls, ceilings, etc. paint surface (PP-3) before applying. • All wall covering (PWC-1) is to be applied with texture surface ribbing oriented vertically. • For new and existing acoustical ceiling tile systems, refer to structural drawings and provide and install all supplemental hangers, clips, etc. necessary if indicated • Refer to details and for further clarification of finishes. /D13 A14 /H6 A14 LM: 11/03/19 PLF SCOPE OF FINISHES Auditorium -Refer to elevations and ceiling plan for wall, ceiling and wood trim finishes. Provide new carpet and base per finish plan. Provide wall covering at low knee walls per details and finish plan. Auditorium side of all metal door frames and metal doors, existing and new, to be painted (PP-2). Entry/Exit Corridors and Vestibules -Refer to ceiling plans for ceiling finishes. Provide new carpet, base and wall finishes per finish plan. Where wall covering is indicated on finish plans wall covering shall go from top of base up to ceiling. Provide black termination trim at all exposed edges of wall covering. Corridor/Vestibule side of all doors and door frames, existing and new, to be painted (PP-2). Auditorium Entries at Public Lobby/Corridor - Refer to plans, elevations and finish plan Projection Booth - Finishes to remain as is unless indicated otherwise. Touch up and replace as needed for equipment, electrical and HVAC changes LM: 01/12/18 - Resilient Base, 6" High (PRB-1) - Carpet Base, 4" High (PCP-1) 30oz. Black - Carpet Base, 6" High (PCP-1) 30oz. Black - Carpet Base, 12" High (PCP-1) 30oz. Black FINISH PLAN KEY: - PLF Carpet (PCP-1) - Row Letter Carpet Inlays IMAX (PCP-5) PWC-1 on top and side of sloped lid Paint (PP-3) side face of seating risers Existing flooring to remain Install black wall covering (PWC-1) on all faces of low walls, Re:and/H6 A14 /D13 A14 PWC-1 on top and side of sloped lid Auditorium #8 (IMAX) PWC-1 PWC-1PWC-1 PCP-1 PWC-1 PWC-1 PCP-1 Equipment Room Where steps extend beyond knee walls, skim coat and paint end of step white (PP-35), typical, Re: Office Electrical Room (no work) PCP-1 Ma t c h l i n e Matchline New row letters, (PCP-5) /K7 A15 PCP-1 Extend carpet to 18" beyond face of screen minimum. Provide 1" transition stripping 1 1 Wall covering (PWC-1) on face of risers PCP-1Auditorium #8 (IMAX) Entry 6" tall carpet base (PCP-1) with bound top edge PWC-1 PWC-1 PW C -1 PW C -1 PWC-1 PWC-1 PW C -1 PW C -1 PC P -1 Auditorium #7 Entry Concessions Ma t c h l i n e PRB -1 Lobby 4" flush painted wood base throughout entry vestibule, (PP-3) PP-3 Line of existing carpet, to remain Carpet to remain 1'-0" 1 ' - 0 " 163° 1 '-0 " 2'-9" 163°2 '-1 1 3 /4 " Paint walls inside trash niche and wood trim PP-2 Paint walls inside trash niche and wood trim PP-2 PRB -1 Checked By Drawn By Project Number:Copyright 2022c ISSUED FOR: A 1 32 242322212019181716151413121110987654 2 31 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 B C D E F G H J K L M N P Q R Ga s t i n g e r W a l k e r Ar c h i t e c t s | I n t e r i o r D e s i g n e r s | C o n s t r u c t i o n M a n a g e r s 81 7 W y a n d o t t e K a n s a s C i t y M i s s o u r i 6 4 1 0 5 8 1 6 . 4 2 1 . 82 0 0 g a s t i n g e r w a l k e r . c o m MEP Structural Copyright © 2022 American Multi-Cinema Inc. Professional Certification: I, William Kevin Harden, certify that these documents were prepared or approved by me and that I am a duly licensed architect under the laws of the State of California, license number C-35744, expiration date 9/30/2023. Permit Submittal 15902 Midland Drive Shawnee, Kansas 66217 mail@hbengineerskc.com (913) 362-9090 phone C:\Users\nfan\Documents\2022-0922_IMAX at AMC Santa Anita 16 - Aud 8 - 26 Inch Rocker Deluxe_nfan4QK8K.rvt A17 Auditorium #8 Finish Plans EN BS 2022.162 24 June 2022 AMC Entertainment 11500 Ash Street Leawood, Kansas 66211 888.262.4386 IMAX Renovation Santa Anita 16 Auditorium #8 400 S. Baldwin Ave., Suite 940-U Arcadia, CA 91007 0 1'4" 2'8" 5'4" 0 1'4" 2'8" 5'4"3/16" = 1'-0" G1 Auditorium #8 - Finish Plan 3/16" = 1'-0"A7 G17 Auditorium #8 - Entry Finish Plan NORTH NORTH 1 City Comment 22 September 2022 Landlord acknowledges Tenant’s intent to expedite permitting by thesubmission of these drawings for Plan Check through the Authorities havingjurisdiction over Tenant’s construction. This acknowledgement by Landlorddoes not constitute an assumption of responsibility by Landlord for theaccuracy or sufficiency of Tenant’s drawings as intended for construction orpermitting, nor act to substitute Landlord’s approval of Tenant’s FinalWorking Drawings. The sole purpose of this stamp is to expedite Tenant’spermitting efforts, and in no way supersedes any provision of Tenant’sLease. It is the responsibility of the Tenant, Tenant’s Consultants, andTenant’s General Contractor to field verify all site conditions to ensure thework represented herein, satisfactorily meets Landlord’s design criteria andthe requirements of all local, state, and Federal building codes, laws, acts,rules, regulations, ordinances, permitting requirements, inspections, andreviews, including but not limited to the American’s with Disabilities Act, andFire Life Safety. PERMIT SUBMISSION APPROVAL ONLY URW REPRESENTATIVE DATE wagner.benites 12/20/2022 PWC-1 on top and side of sloped lid Paint (PP-3) side face of seating risers, carpet base 4"; Re: and /H6 A14 /D13 A14 PCP-1 Install black wall covering (PWC-1) on all faces of low walls, Re:and/H6 A14 /D13 A14 PWC-1 on top and side of sloped lid Extend carpet to 18" beyond face of screen, minimum. Provide 1" transition stripping Auditorium #8 (IMAX) PWC-1 PWC-1PWC-1 PCP-1 PWC-1 PWC-1 PCP-1 Equipment Room Where steps extend beyond knee walls, skim coat and paint end of step white (PP-35), typical, Re: Office Electrical Room (no work) PCP-1 Ma t c h l i n e Matchline New row letters, (PCP-5) Wall covering (PWC-1) on face of risers /K7 A15 PCP-1 1 1 - Resilient Base, 6" High (PRB-1) - Carpet Base, 4" High (PCP-1) 30oz. Black - Carpet Base, 6" High (PCP-1) 30oz. Black - Carpet Base, 12" High (PCP-1) 30oz. Black FINISH PLAN KEY: - PLF Carpet (PCP-1) - Row Letter Carpet Inlays IMAX (PCP-5) ALTERNATE 1 -FLOORING • Remove sheet roll linoleum with rubber corners at nosing, remove glue/mastic prior to installation of new carpet • Install new carpet under seating risers in rows E through M • Install new 4" carpet base at face of seating risers in rows E through M AUDITORIUM FLOOR -2' - 6" LOBBY LEVEL 0"New carpet base (PCP-1) Existing Acoustical panels to remain Existing gypsum wall Line of existing stairs Existing steel handrail to remain, paint (PP-31) and brackets (PP-1) New carpet base (PCP-1) New LED aisle lighting, Re: Electrical Existing tritium exit sign to remain Typical of (2): Existing IMAX DRL Rear Loudspeaker installed on existing structure, to remain. Speaker location per IMAX geometry New IMAX DCL side speakers supplied by IMAX, installed by contractor. Speaker supports provided and installed by contractor; Refer to Ceiling Plan New aisle stairs, Re: Structural Open to vomitory24 EQ Risers @ 5.9" each 11'-10" Per IMAX geometry 20'-2" 26'-0" 2'-0" New black masking skirt New tuning microphone, final location by IMAX Install new screen sheet and screen shakers on existing screen frame, screen shaker layout and engineering by IMAX Existing 2" acoustic insulation to remain, typical, patch as necessary 10'-0 1/8" Existing 4" acoustic insulation to remain, typical patch as necessary "Existing speaker to remain, completely wrap and seal in 6 mil (min) polyethylene sheeting prior to start of demolition, protection to remain in place until all surrounding wall and ceiling finish work is complete" Existing wall sconces to be removed (8 each side), patch and repair acoustical panels Re: Electrical Existing wall speakers to be removed (6 each side), patch and repair acoustical panels Re: Electrical Open to Beyond New steel handrail to at front new steps, paint (PP-31) and brackets (PP-1), Re: Structural Existing acoustical panels on rear wall to remain ALTERNATE 2 -AUDITORIUM SIDE WALL FINISHES • Existing auditorium side and rear wall finishes (Acoustical Panels) to remain. • Existing handrails to remain entry corridors and from the cross aisle back, new handrails at new steps in front of cross aisle. • No wall covering below acoustical sidewall panels, existing painted gypsum board to remain. Checked By Drawn By Project Number:Copyright 2022c ISSUED FOR: A 1 32 242322212019181716151413121110987654 2 31 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 B C D E F G H J K L M N P Q R Ga s t i n g e r W a l k e r Ar c h i t e c t s | I n t e r i o r D e s i g n e r s | C o n s t r u c t i o n M a n a g e r s 81 7 W y a n d o t t e K a n s a s C i t y M i s s o u r i 6 4 1 0 5 8 1 6 . 4 2 1 . 82 0 0 g a s t i n g e r w a l k e r . c o m MEP Structural Copyright © 2022 American Multi-Cinema Inc. Professional Certification: I, William Kevin Harden, certify that these documents were prepared or approved by me and that I am a duly licensed architect under the laws of the State of California, license number C-35744, expiration date 9/30/2023. Revision Date Permit Submittal 15902 Midland Drive Shawnee, Kansas 66217 mail@hbengineerskc.com (913) 362-9090 phone C:\Users\nfan\Documents\2022-0922_IMAX at AMC Santa Anita 16 - Aud 8 - 26 Inch Rocker Deluxe_nfan4QK8K.rvt A18 Auditorium #8 Alternate Finish Plans & Elevations CAS EN 2022.162 24 June 2022 AMC Entertainment 11500 Ash Street Leawood, Kansas 66211 888.262.4386 IMAX Renovation Santa Anita 16 Auditorium #8 400 S. Baldwin Ave., Suite 940-U Arcadia, CA 910073/16" = 1'-0" H1 Auditorium #8 - Finish Plan Alternate 1 1/4" = 1'-0" A1 Auditorium #8 - Section at Aisle Stairs Alternate 2 0 1'4" 2'8" 5'4" NORTH 0 1' 2' 4' 1 City Comment 22 September 2022 Landlord acknowledges Tenant’s intent to expedite permitting by thesubmission of these drawings for Plan Check through the Authorities havingjurisdiction over Tenant’s construction. This acknowledgement by Landlorddoes not constitute an assumption of responsibility by Landlord for theaccuracy or sufficiency of Tenant’s drawings as intended for construction orpermitting, nor act to substitute Landlord’s approval of Tenant’s FinalWorking Drawings. The sole purpose of this stamp is to expedite Tenant’spermitting efforts, and in no way supersedes any provision of Tenant’sLease. It is the responsibility of the Tenant, Tenant’s Consultants, andTenant’s General Contractor to field verify all site conditions to ensure thework represented herein, satisfactorily meets Landlord’s design criteria andthe requirements of all local, state, and Federal building codes, laws, acts,rules, regulations, ordinances, permitting requirements, inspections, andreviews, including but not limited to the American’s with Disabilities Act, andFire Life Safety. PERMIT SUBMISSION APPROVAL ONLY URW REPRESENTATIVE DATE wagner.benites 12/20/2022 STEELSTL EXTERIOREXT FINISHED FOUNDATION FOOTING GRADE BEAM HORIZONTAL GALVANIZED HORIZ FIN FND GALV FLR FTG G.B. GA FLOOR GAUGE UNLESS NOTED OTHERWISE WELDED WIRE FABRICW.W.F. T.O. T&B VAR U.N.O. TYP VERT w/ TOP OF....(ADD ITEM) TOP & BOTTOM VARIES WITH TYPICAL VERTICAL CENTER OF GRAVITY OF STRANDS A.B.ANCHOR BOLT CMU CONCRETE MASONRY UNIT DRAWING DIAMETER DIMENSION CONCRETE EACH WAY EXISTING CONTINUOUS EACH FACE ELEVATION EXPANSION DWG ELEV EXIST E.F. EQ E.W. EXP EQUAL DEG CONC CONT CTR DIA DTL DIM CENTER DEGREE DETAIL BALANCE BUILDING BEARING BETWEEN CONTROL JOINT CAST-IN-PLACE CONCRETE CENTER LINE ARCHITECTURAL PLANS BTWN C.G.S. CL C.J. CIP CLR COL CLEAR COLUMN BLDG @ BM BAL ARCH BRG BOT BEAM AT BOTTOM ABOVE FINISH FLOOR ALTERNATE A.F.F. ALT JOINTJT LONG LEG HORIZONTAL LONG LEG VERTICAL POUNDS PER SQUARE FOOT POUNDS PER SQUARE INCH OPP OPPOSITE SECT SQ STD SPA SIM SPECS SHT PSF REINF SCHED PSI RAD PC PT SPECIFICATION STANDARD SQUARE SHEET SECTION SIMILAR SPACING REINFORCEMENT POST TENSION RADIUS SCHEDULE PRECAST MISC MK N.T.S. O.C. OPNG O.F. MIN MANUF LLV LBS LLH MAX MAS K MISCELLANEOUS NOT TO SCALE ON CENTER OUTSIDE FACE MINIMUM MARK OPENING MANUFACTURER KIP (1000 LBS) POUNDS MASONRY MAXIMUM I.F. JST INSIDE FACE JOIST F.S.FAR SIDE N.S.NEAR SIDE FIELD VERIFYF.V. REF REFERENCE RE:REFERENCE &AND HEIGHTHT LG LONG SCHEDULE OF SPECIAL INSPECTIONS -2019 CALIFORNIA BUILDING CODE ACTIVITY CONTINUOUS PERIODIC REMARK(S) STRUCTURAL STEEL COLD-FORMED STEEL & METAL DECK MATERIAL FREQUENCY IF FABRICATOR IS APPROVED, ON-SITE INSPECTION IS NOT REQUIRED, BUT A CERTIFICATE OF COMPLETION MUST BE PROVIDED TO THE BUILDING OFFICIAL1. FABRICATORS X 2. MATERIAL VERIFICATION OF STRUCTURAL STEEL A. IDENTIFICATION MARKINGS TO CONFORM TO ASTM STANDARDS SPECIFIED IN THE CONSTRUCTION DOCUMENTS B. MANUFACTURER'S CERTIFIED MILL TEST REPORTS X X IDENTIFICATION MARKINGS PER APPLICABLE ASTM STANDARD 3. MATERIAL VERIFICATION OF BOLTS, NUTS & WASHERS A. IDENTIFICATION MARKINGS TO CONFORM TO ASTM STANDARDS SPECIFIED IN THE CONSTRUCTION DOCUMENTS B. MANUFACTURER'S CERTIFICATE OF COMPLIANCE REQUIRED X X IDENTIFICATION MARKINGS PER APPLICABLE ASTM STANDARD PRETENSIONED JOINTS AND SLIP CRITICAL JOINTS IN CONFORMANCE w/ AISC 360, TABLE N5.6-1 4. INSPECTION OF BOLTING A. BEARING-TYPE CONNECTIONS X SNUG TIGHT JOINTS IN CONFORMANCE w/ AISC 360, TABLE N5.6-3 5. MATERIAL VERIFICATION OF WELD FILLER MATERIALS A. IDENTIFICATION MARKINGS TO CONFORM TO AWS STANDARDS SPECIFIED IN THE CONSTRUCTION DOCUMENTS B. MANUFACTURER'S CERTIFICATE OF COMPLIANCE REQUIRED X X REQUIRED AT EACH SUBMITTAL, UNLESS NOTED OTHERWISE 6. INSPECTION OF STRUCTURAL STEEL WELDING SHOP & FIELD WELDING IN CONFORMANCE w/ AISC 360, TABLES N5.4-1, N5.4-2, & N5.4-3X X7. INSPECTION OF STEEL FRAME FOR COMPLIANCE w/ CONSTRUCTION DOCUMENTS A. IDENTIFICATION MARKINGS TO CONFORM TO AISI STANDARDS SPECIFIED IN THE CONSTRUCTION DOCUMENTS B. MANUFACTURER'S CERTIFIED TEST REPORTS X X C. VERIFY THAT MATERIAL IS CLEAN, STRAIGHT & UNDAMAGED X D. VERIFY THAT MEMBER SIZES & LAYOUT CONFORM TO THE CONSTRUCTION DOCUMENTS & REVIEWED SUBMITTAL X 2. INSPECTION OF COLD-FORMED STEEL CONNECTIONS A. VERIFY THAT CONNECTION CONFIGURATIONS CONFORM TO THE CONSTRUCTION DOCUMENTS & REVIEWED SUBMITTAL X B. VERIFY THAT BRACING, WEB STIFFENERS, BRIDGING, BLOCKING, & ETC. CONFORM TO THE CONSTRUCTION DOCUMENTS & REVIEWED SUBMITTAL X 3. INSPECTION OF COLD-FORMED STEEL SEISMIC-FORCE RESISTING SYSTEM SEISMIC-FORCE RESISTING SYSTEM IN NEW STRUCTURE ASSIGNED TO SEISMIC DESIGN CATEGORY C, D, E OR F A. VERIFY THAT COLD-FORMED BRACE ELEMENTS CONFORM TO AISI TESTING AND QUALITY ASSURANCE STANDARDS SPECIFIED IN THE CONSTRUCTION DOCUMENTS X THE SEISMIC-FORCE RESISTING SYSTEM CONSISTS OF ALL DIAGONAL COLD- FORMED STEEL BRACE ELEMENTS BETWEEN THE NEW CONSTRUCTION & THE EXISTING STRUCTURE B. VERIFY THAT CONNECTION CONFIGURATIONS AT EA END OF BRACE ELEMENTS AND ALL SCREWS / ANCHORS WITHIN 12 INCHES CONFORM TO THE CONSTRUCTION DOCUMENTS X 4. MATERIAL VERIFICATION OF METAL DECK A. IDENTIFICATION MARKINGS TO CONFORM TO ASTM STANDARDS SPECIFIED IN THE CONSTRUCTION DOCUMENTS X IDENTIFICATION MARKINGS PER APPLICABLE ASTM STANDARD 5. INSPECTION OF METAL DECK ATTACHMENT A. VERIFY THAT CONNECTION CONFIGURATIONS CONFORM TO THE CONSTRUCTION DOCUMENTS X 1. MATERIAL VERIFICATION OF COLD-FORMED STEEL CBC STANDARD 1704.2.5 1705.2.1 1705.2.1 1705.2.1 1706 1705.12.3, AS APPLICABLE 1705.2.2 1706 / AISI S240 LOCATION(S) HAND RAILS, GUARD RAILS, CEILING SPEAKERS AND SUBWOOFERS HAND RAILS, GUARD RAILS, CEILING SPEAKERS RISERS, STAIRS, PROJECTION BOOTH WALLS, WALL FRAMING, BRACING, CEILING SPEAKERS RISERS, STAIRS RISERS, STAIRS NOTE: THE INTENT OF THE ABOVE TABLE IS TO AID BOTH THE GENERAL CONTRACTOR AND THE SPECIAL INSPECTOR ON THE AREAS REQUIRING SPECIAL INSPECTIONS. IT IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO VERIFY ALL LOCATIONS WITH THIS TABLE, SECTION 3 OF THE STRUCTURAL GENERAL NOTES, AND THE INTERNATIONAL BUILDING CODE (IBC) FOR ALL CODE REQUIRED SPECIAL INSPECTIONS. WOOD 1. MATERIAL VERIFICATION OF PLYWOOD A. GENERAL CONDITION B. IDENTIFICATION MARKINGS TO CONFORM TO APA STANDARDS SPECIFIED IN CONSTRUCTION DOCUMENTS IN ACCORDANCE WITH ICC-ES ESR-2586 2. INSPECTION OF PLYWOOD CONNECTIONS A. VERIFY THAT CONNECTION CONFIGURATIONS CONFORM TO THE CONSTRUCTION DOCUMENTS FOR PLYWOOD TO METAL DECKING, PLYWOOD TO PLYWOOD LAYERS, PLYWOOD TO METAL STUDS, PLYWOOD TO LUMBER BUILDOUTS VERIFY EDGES ARE IN GOOD CONDITION, TONGUE & GROOVE NOT DAMAGED TO IMPEDE PROPER FIT UP, STORAGE HAS NOT PRODUCED DE-LAMINATION OF LAYERS OR EXCESSIVE WARPING VERIFY APA STAMP DENOTES PLYWOOD GRADE, & FIRE RETARDANT TREATED (FRT) AS REQUIRED PER CONSTRUCTION DOCUMENTS VERIFY SCREWS & ADHESIVE MEET REQUIREMENTS INDICATED IN CONSTRUCTION DOCUMENTS RISERS, WALL SPEAKERS, STAIRS 1705.5.5.1 RISERS, WALL SPEAKERS, STAIRS X X X HAND RAILS, GUARD RAILS, CEILING SPEAKERS HAND RAILS, GUARD RAILS, CEILING SPEAKERS HAND RAILS, GUARD RAILS, CEILING SPEAKERS HAND RAILS, GUARD RAILS, CEILING SPEAKERS HAND RAILS, GUARD RAILS, SPEAKER FRAMES RISERS, STAIRS, PROJECTION BOOTH WALLS, WALL FRAMING, BRACING, CEILING SPEAKERS RISERS, STAIRS, PROJECTION BOOTH WALLS, WALL FRAMING, BRACING, CEILING SPEAKERS CONCRETE 1. POST-INSTALLED ANCHORS IN CONCRETE IN ACCORDANCE w/ APPROVED ICC-ES REPORT. PERIODIC INSPECTIONS ALLOWED IF STATED IN ES REPORT A. MECHANICAL X XB. ADHESIVE 1901.3GUARDWALLS, GUARDRAILS, HANDRAILS, RISER FRAMING BRACING ATTACHMENT TO SLAB, PROJECTION EQUIPMENT ANCHORAGE, SEAT ANCHORAGE Checked By Drawn By Project Number:Copyright 2022c ISSUED FOR: A 1 32 242322212019181716151413121110987654 2 31 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 B C D E F G H J K L M N P Q R Ga s t i n g e r W a l k e r Ar c h i t e c t s | I n t e r i o r D e s i g n e r s | C o n s t r u c t i o n M a n a g e r s 81 7 W y a n d o t t e K a n s a s C i t y M i s s o u r i 6 4 1 0 5 8 1 6 . 4 2 1 . 8 2 0 0 g a s t i n g e r w a l k e r . c o m MEP Structural Copyright © 2022 American Multi-Cinema Inc. (913) 362-9090 phone mail@hbengineerskc.com Lenexa, Kansas 66214 11205 West 79th Street Revision Date Permit Submittal 11/30/2022 C:\Users\dhayward\Documents\P22083 Santa Anita 16 Aud #8 IMAX v2021_dlhayward.rvt S0.1 GENERAL NOTES GLS TDA 2022.162 24 June 2022 AMC Entertainment 11500 Ash Street Leawood, Kansas 66211 888.262.4386 Renovation Santa Anita 16 - Auditorium #8 400 S Baldwin Ave Suite 940-U Arcadia, CA 91007 S0.1 1 STRUCTURAL GENERAL NOTES S0.1 3 STRUCTURAL SHEET INDEX S0.1 2 STRUCTURAL ABBREVIATIONS 1.BUILDING CODE -2019 CALIFORNIA BUILDING CODE w/ LOCAL AMENDMENTS 2.DESIGN LOADS: A.FLOOR LIVE LOADS a.CORRIDORS, RAMPS, STAIRS & EXITWAYS 100 PSF b.PARTITIONS 15 PSF c.PROJECTION BOOTHS 50 PSF d.STADIUM SEATING (NON-REDUCED)60 PSF e.CONCENTRATED LOAD ON ELEVATED FLRS 2000 LBS f.CONCENTRATED LOAD ON STAIR TREADS 300 LBS B.ROOF LIVE LOAD 20 PSF C.ROOF SNOW LOAD N/A D.WIND LOADS a.BASIC WIND SPEED (3 SECOND GUST), V(ULT) 115 MPH b.RISK CATEGORY III c.WIND EXPOSURE C d.INTERNAL PRESSURE COEFFICIENT ± 0.18 E.SEISMIC LOADS a.RISK CATEGORY III b.SPECTRAL ACCELERATION SS = 2.020g, S1= 0.722g c.SEISMIC IMPORTANCE FACTOR 1.Ie 1.25 2.Ip (FIRE SPRINKLER SYSTEMS, STAIRS AND EXITS)1.5 3.Ip (ALL OTHERS PER ASCE7-16 SECT 13.1.3)1.0 d.SPECTRAL RESPONSE COEFFICIENTS SDS 1.616 SD1 0.818 e.SITE CLASS D f.SEISMIC DESIGN CATEGORY D g.SEISMIC BASE SHEAR N/A* *RENOVATION DOES NOT IMPACT FORCES IN THE EXISTING LATERAL FORCE RESISTING ELEMENTS BY MORE THAN THE CODE ALLOWABLE 10%, SEE EXEMPTION 806.3 OF THE 2019 CALIFORNIA EXISTING BUILDING CODE. F.DEAD LOADS a.BUILT-UP RISER STRUCTURE ACTUAL WEIGHT G.THE STRUCTURAL SYSTEMS SHOWN ON THESE DOCUMENTS HAVE BEEN DESIGNED FOR THE FINAL, IN PLACE USAGE OF THE STRUCTURE BASED ON THE INTENDED OCCUPANCY AND CODE REQUIREMENTS. WHILE GENERAL CONSTRUCTABILITY HAS BEEN CONSIDERED, THE STRUCTURAL SYSTEMS HAVE NOT BEEN DESIGNED TO ACCOMMODATE SPECIFIC CONSTRUCTION MEANS AND METHODS THAT MIGHT BE UTILIZED BY THE CONTRACTOR. 3.STATEMENT OF SPECIAL INSPECTIONS A. THIS STATEMENT OF SPECIAL INSPECTIONS IS IN ACCORDANCE WITH SECTION 1704.3 OF THE 2019 CALIFORNIA BUILDING CODE (2019 CBC). THE INTENT OF THIS SECTION IS THAT ALL SPECIAL INSPECTIONS SHALL BE PERFORMED IN ACCORDANCE WITH THE PROVISIONS OF CHAPTER 17 OF THE 2019 CBC, UNLESS SPECIFICALLY NOTED OTHERWISE. ADDITIONAL SPECIAL INSPECTIONS MAY BE REQUIRED BY LOCAL CODE OR BUILDING OFFICIAL, AND IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY ANY ADDITIONAL REQUIREMENTS ABOVE AND BEYOND THE REQUIRED SPECIAL INSPECTIONS INDICATED. B.SPECIAL INSPECTIONS SHALL BE PERFORMED AS SPECIFIED IN THE SCHEDULE OF SPECIAL INSPECTIONS, SEE SCHEDULE 4/S0.1. C.THE CONTRACTOR SHALL REQUEST SPECIAL INSPECTION OF THE ITEMS LISTED IN THE AFOREMENTIONED SCHEDULE PRIOR TO THOSE ITEMS BECOMING INACCESSIBLE AND UNOBSERVABLE DUE TO PROGRESSION OF THE WORK. THE CONTRACTOR SHALL PROVIDE SAFE ACCESS TO THE JOB SITE AND ITEMS TO BE INSPECTED. SAFE ACCESS INCLUDES, BUT IS NOT LIMITED TO, LADDERS, SCAFFOLDING AND/OR CONTRACTOR OPERATED LIFTS AS REQUIRED FOR SITE OBSERVATION. D.SPECIAL INSPECTOR SHALL PROVIDE BI-WEEKLY SPECIAL INSPECTION REPORTS AND SHALL DISTRIBUTE THESE REPORTS TO THE BUILDING OFFICIAL, OWNER, CONTRACTOR, ARCHITECT, STRUCTURAL ENGINEER-OF-RECORD AND MECH/ELEC/PLUMBING ENGINEER-OF-RECORD. SPECIAL INSPECTION REPORTING SHALL BE IN ACCORDANCE WITH SECTION 1704.2.4 OF THE 2019 CBC. E.ALL DISCREPANCIES NOTED DURING INSPECTIONS SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE CONTRACTOR. IF LEFT UNCORRECTED, THESE DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE APPROPRIATE DESIGN PROFESSIONALS AND/OR BUILDING OFFICIAL. THE INSPECTOR IS NOT AUTHORIZED TO APPROVE DEVIATIONS FROM THE CONTRACT DRAWINGS OR SPECIFICATIONS. F .PERIODIC SPECIAL INSPECTION OF THE SEISMIC-FORCE-RESISTING SYSTEM FOR THIS BUILDING IS REQUIRED. THE SEISMIC FORCE RESISTING SYSTEM CONSISTS OF ALL DIAGONAL LIGHT GAGE BRACING MEMBERS BETWEEN THE NEW RISER FRAMING AND THE EXISTING STRUCTURE, AS WELL AS THEIR SCREW CONNECTIONS AT EACH END. THIS SYSTEM ALSO INCLUDES THE VERTICAL STUD TO TRACK WELDED CONNECTIONS WITHIN 6" OF THE END OF A BRACING MEMBER (TOP OR BOTTOM TRACK) AND ALL POWDER ACTUATED FASTENERS WITHIN 12" OF THE BOTTOM OF A BRACING MEMBER. PERIODIC SPECIAL INSPECTION IS ALSO REQUIRED FOR ALL SEISMIC ANCHORAGE OF EQUIPMENT/SPEAKERS INCLUDING, BUT NOT LIMITED TO, POST INSTALLED ANCHORS, BRACING TENSION WIRES, AND COMPRESSION POSTS. 4.STRUCTURAL ENGINEER SITE OBSERVATIONS A.THE CONTRACT STRUCTURAL DRAWINGS REPRESENT THE FINISHED STRUCTURE, AND, EXCEPT WHERE SPECIFICALLY SHOWN, DO NOT INDICATE THE METHOD OR MEANS OF CONSTRUCTION. THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK AND SHALL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS, METHODS, PROCEDURES, TECHNIQUES, AND SEQUENCE. B.THE ENGINEER SHALL NOT HAVE CONTROL NOR CHARGE OF, AND SHALL NOT BE RESPONSIBLE FOR, CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES, OR PROCEDURES, FOR SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE WORK, FOR THE ACTS OR OMISSION OF THE CONTRACTOR, SUBCONTRACTOR, OR ANY OTHER PERSONS PERFORMING ANY OF THE WORK, OR FOR THE FAILURE OF ANY OF THEM TO CARRY OUT THE WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. C.PERIODIC SITE OBSERVATION BY FIELD REPRESENTATIVES OF PMA ENGINEERING IS SOLELY FOR THE PURPOSE OF DETERMINING IF THE WORK OF THE CONTRACTOR IS PROCEEDING IN GENERAL ACCORDANCE WITH THE STRUCTURAL CONTRACT DOCUMENTS. THIS LIMITED SITE OBSERVATION SHOULD NOT BE CONSTRUED AS EXHAUSTIVE OR CONTINUOUS TO CHECK THE QUALITY OR QUANTITY OF THE WORK, BUT RATHER PERIODIC IN AN EFFORT TO GUARD THE OWNER AGAINST DEFECTS OR DEFICIENCIES IN THE WORK OF THE CONTRACTOR. 5. CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS PRIOR TO FABRICATION OF NEW STRUCTURAL COMPONENTS. CONTRACTOR SHALL CARRY ADEQUATE CONTINGENCY TO COVER UNKNOWN CONDITIONS OR WHERE NEW DIMENSIONS DO NOT MATCH THE EXISTING STRUCTURE. CONTRACTOR SHALL NOTIFY ARCHITECT AND ENGINEER IF THE STRUCTURE DIFFERS FROM THESE CONTRACT DOCUMENTS. 6.SEE ARCHITECTURAL, MECHANICAL AND ELECTRICAL DRAWINGS FOR OTHER PERTINENT INFORMATION RELATED TO THE STRUCTURAL WORK AND COORDINATE AS REQUIRED. THESE STRUCTURAL DRAWINGS ARE INTENDED TO BE UTILIZED AS A COMPLETE SET OF DOCUMENTS THAT REPRESENT THE BUILDINGS STRUCTURAL SYSTEMS. NO SINGLE SHEET OR SERIES OF SHEETS IS INTENDED TO “STAND ALONE”. THESE STRUCTURAL DRAWINGS ARE INTENDED TO BE INCLUDED IN A COMPLETE SET OF CONSTRUCTION DOCUMENTS, INCLUDING BUT NOT LIMITED TO: ARCHITECTURAL DRAWINGS AND MECHANICAL/ ELECTRICAL/ PLUMBING DRAWINGS. CONTRACTOR SHALL VERIFY COORDINATION OF THESE DRAWINGS WITH CONTENTS OF ABOVE DRAWING SETS SPECIFIED AND ONLY PROCEED WITH BIDDING AND CONSTRUCTION AFTER SUCH HAS TAKEN PLACE. S0.1 4 SCHEDULE OF SPECIAL INSPECTIONS S0.1 GENERAL NOTES S0.2 TYPICAL DETAILS S0.3 TYPICAL DETAILS S0.4 TYPICAL DETAILS S0.5 TYPICAL DETAILS S0.6 TYPICAL DETAILS S1.1 RISER FRAMING PLAN S3.1 SECTIONS & DETAILS S3.2 SECTIONS & DETAILS 7.DETAILS LABELED “TYP”OR “TYPICAL”ARE TO BE APPLIED AT LOCATIONS THAT ARE SAME OR SIMILAR TO THOSE SPECIFICALLY INDICATED. WHERE A DETAIL IS NOT INDICATED, THE DETAIL SHALL BE THE SAME AS FOR SIMILAR CONDITIONS OR AS SHOWN IN THE “TYPICAL DETAILS”. 8.THE NEW CONSTRUCTION IS NOT STRUCTURALLY STABLE UNTIL ALL CONNECTIONS, FRAMING, DIAPHRAGMS, PERMANENT BRACING AND METAL DECKING ARE COMPLETE AND HAVE ACHIEVED THEIR DESIGN STRENGTH. CONTRACTOR IS SOLELY RESPONSIBLE FOR MAINTAINING STRUCTURAL STABILITY DURING ERECTION AND CONSTRUCTION. TEMPORARY BRACING SYSTEMS ARE NOT TO BE REMOVED UNTIL STRUCTURAL WORK IS COMPLETE. 9.STRUCTURAL STEEL: A.ALL STRUCTURAL STEEL SHALL BE DETAILED, FABRICATED, AND ERECTED IN ACCORDANCE WITH AISC SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS ALLOWABLE STRESS DESIGN AND PLASTIC DESIGN, LATEST EDITION AND AISC CODE OF STANDARD PRACTICE. B.ALL STRUCTURAL STEEL FOR WIDE FLANGE & WT SHAPES SHALL BE A992 GRADE 50 UNLESS NOTED OTHERWISE ON THE PLANS. ALL ANGLES, PLATES, AND CHANNELS SHALL BE ASTM A36 UNLESS NOTED OTHERWISE. ALL RECTANGULAR AND ROUND HSS SHAPES SHALL BE ASTM A500, GRADE B. C.ALL STRUCTURAL STEEL WELDS IN THE SHOP OR THE FIELD SHALL BE PERFORMED BY A QUALIFIED WELDER AND SHALL CONFORM TO THE CURRENT REQUIREMENTS OF A.W.S. D.SHOP WELDED AND FIELD BOLTED CONNECTIONS ARE PREFERRED, UNLESS OTHERWISE SHOWN. E.FILLET WELDS NOT SPECIFICALLY SIZED IN THESE DOCUMENTS SHALL BE THE MINIMUM SIZE IN ACCORDANCE WITH AWS D1.1 LATEST EDITION, DEPENDENT ON THE THINNER PART JOINED, BUT NO LESS THAN 3/16”. F.WELDING ELECTRODES SHALL BE E70XX. G.STEEL ROOF DECK SHALL BE 1-1/2", WIDE RIB, 18 GAGE, WITH NESTED SIDELAPS. DECK SHALL BE G60 GALVANIZED. H.ALL OPENINGS IN ROOF OVER 8" IN ANY DIRECTION SHALL HAVE A 3x3x1/4 ANGLE FRAME (4 SIDES) BETWEEN ROOF FRAMING MEMBERS, UNLESS OTHERWISE NOTED ON DRAWINGS. I.PROVIDE 4x4x1/4 ANGLE BETWEEN JOISTS AT EACH EDGE OF RTU. COORDINATE LOCATION WITH MECHANICAL. 1 1 CITY COMMENT 22 September 2022 Landlord acknowledges Tenant’s intent to expedite permitting by thesubmission of these drawings for Plan Check through the Authorities havingjurisdiction over Tenant’s construction. This acknowledgement by Landlorddoes not constitute an assumption of responsibility by Landlord for theaccuracy or sufficiency of Tenant’s drawings as intended for construction orpermitting, nor act to substitute Landlord’s approval of Tenant’s FinalWorking Drawings. The sole purpose of this stamp is to expedite Tenant’spermitting efforts, and in no way supersedes any provision of Tenant’sLease. It is the responsibility of the Tenant, Tenant’s Consultants, andTenant’s General Contractor to field verify all site conditions to ensure thework represented herein, satisfactorily meets Landlord’s design criteria andthe requirements of all local, state, and Federal building codes, laws, acts,rules, regulations, ordinances, permitting requirements, inspections, andreviews, including but not limited to the American’s with Disabilities Act, andFire Life Safety. PERMIT SUBMISSION APPROVAL ONLY URW REPRESENTATIVE DATE wagner.benites 12/20/2022 TYPICAL TRACK SPLICE TYPICAL STUD TO TRACK ATTACH w/ CLIP AND (4) #8 TEK SELF- DRILLING PAN HEAD SCREWS 1-1/2" COLD- ROLLED CHANNEL, 18 GA MIN, VERT SPA = 48" O.C. MAX MATCH TRACK FASTENERS FOR EA CONNECTION #10 MIN TEK SELF-DRILLING SCREWS BOTH SIDES, TYP EA STUD U.N.O. A MIN OF (3) EXPOSED SCREW THREADS SHALL PROTRUDE BEYOND INNER METAL PLY IN INSTALLED POSITION (3) #8 TEK SELF-DRILLING PAN HEAD SCREWS 6 " M I N 1 2 " M I N 1 -1 /2 " M A X 1 -1 /2 " M A X AT STEEL OR CONCRETE HILTI X-U FASTENERS w/ 1" EMBED @ 12" O.C. AND @ 6" O.C. AT SIDEWALLS, STAGGER FASTENERS (ESR-2269) AT WOOD OR PLYWOOD #12 TEK SELF-DRILLING SCREWS w/ 1" EMBED @ 12" O.C. AND @ 6" O.C. AT SIDEWALLS, STAGGER FASTENERSBRIDGING SPLICE OPTIONS TYPICAL BRIDGING TO STUDS AT STEEL OR CONCRETE HILTI X-U FASTENERS w/ 1" EMBED @ 12" O.C. AND @ 6" O.C. AT SIDEWALLS, STAGGER FASTENERS (ESR-2269) AT WOOD OR PLYWOOD #12 TEK SELF-DRILLING SCREWS w/ 1" EMBED @ 12" O.C. AND @ 6" O.C. AT SIDEWALLS, STAGGER FASTENERS STUDS SHALL BE SEATED FULL DEPTH INTO TRACKS CONT TRACK TEK SELF-DRILLING SCREWS #10 (MIN) BOTH SIDES, TYP EA STUD 1/8 1" 1/8 1" @ 1/4 PTS METAL STUD PER OTHER DETAILS (TYP) CONT TRACK, ATTACH PER TYPICAL DETAILS 18 GA SLIP TRACK w/ 2" DEEP FLANGES CONNECT TO STRUCTURE (BEAM, DECK OR JOIST) ABOVE @ EA STUD LOCATION TO PROVIDE CONNECTION CAPABLE OF RESISTING A 150 LB HORIZ LOAD (INTERIOR WALL) 1-1/2" COLD-ROLLED CHANNEL, 18 GA MIN, NOT MORE THAN 12" FROM TOP. ATTACH BRIDGING PER TYPICAL DETAILS NOTES: 1. USE THIS DETAIL FOR INTERIOR NON-LOAD BEARING PARTITION WALLS ONLY. 2. THE FOLLOWING SATISFY THE 150 LB HORIS LOAD REQUIREMENT FOR ATTACHMENT OF SLIP TRACK TO STRUCTURE ABOVE. a.AT STEEL OR CONCRETE:HILTI X-U FASTENERS WITH 1" EMBED AT 12" O.C. AND AT 6" O.C. AT SIDEWALLS, STAGGER FASTENERS (ESR-2269). b.AT METAL DECK:#10 MIN TEK SELF-DRILLING SCREWS AT 12" O.C. AND AT 6" O.C. AT SIDEWALLS, STAGGER FASTENERS, A MIN OF (3) EXPOSED SCREW THREADS SHALL PROTRUDE BEYOND INNER METAL PLY IN INSTALLED POSITION. c.AT WOOD OR PLYWOOD:#12 TEK SELF-DRILLING SCREWS WITH 1" EMBED AT 12" O.C. AND AT 6" O.C. AT SIDEWALLS, STAGGER FASTENERS. 12 " M A X < 3 0'- 0 " S P A N A B O V E : 1 / 2 " M A X w / 3 3 K S I T R A C K > 3 0 '- 0 " S P A N A B O V E : 1 " M A X w / 5 0 K S I T R A C K 16'-8" 19'-1" 21'-0" 15'-4" 17'-7" 19'-4" 22'-6" 20'-6" 17'-11" 24'-4" 21'-3" 29'-1" 26'-5" 23'-1" 26'-9" 28'-5" 31'-3" HEIGHT 24'-9" 24 16 12 SPACING (INCHES O.C.) 18 20 3 5/8" 16 16 18 5 1/2" 20 DEPTH GAGE (MIL) (33) (43) (54) (33) (43) (54) 24 16 12 24 16 12 24 16 12 24 16 12 24 16 12 NOTES: 1.ALL STUDS ARE SIZED WITH 1 5/8" FLANGE WIDTH. 2.STUDS ARE INTENDED FOR INTERIOR PARTITION WALLS ONLY AND ARE TO BE NON LOAD- BEARING. 3.STUDS HAVE BEEN DESIGNED FOR SEISMIC LOAD OR 5 PSF LATERAL LOAD WHICHEVER CONTROLS ONLY. CONTACT E.O.R. FOR OTHER CONDITIONS. 4.STUDS HAVE BEEN DESIGNED FOR A MAXIMUM DEFLECTION OF HEIGHT/240. 5.BRIDGING IS REQUIRED AT MAX VERTICAL SPACING OF 48" O.C., ATTACH PER TYPICAL DETAILS. 26'-0" 22'-9" 31'-2" 28'-4" 24'-9" 28'-8" 30'-5" 33'-6" 26'-7" 16 18 6" 20 (33) (43) (54) 24 16 12 24 16 12 24 16 12 EXISTING RISER AND LANDING CONSTRUCTION 2'-6" MAX (TYP)2'-6" MAX (TYP)2'-6" MAX (TYP) (2) LAYERS 3/4" T&G FIRE RETARDANT TREATED PLYWOOD ON 1 1/2", 18 GA, TYPE B METAL ROOF DECK. ATTACH DECK TO CHANNELS WITH #10 TEK SELF DRILLING SCREWS @ 8" O.C., ATTACH PLYWOOD TO DECK WITH #10 TEK SELF-DRILLING BUGLE-HEAD SCREWS @ 12" O.C. IN THE FIELD, AND 6" O.C. @ EDGES 4" 18 GA HEAVY DUTY HAT CHANNELS @ 48" O.C. MAX, ATTACH TO CONCRETE w/ HILTI X-U FASTENERS w/ 1" EMBEDMENT @ 12" O.C., STAGGERED (NOTE: HAT CHANNELS MUST HAVE FLAT TOPS) (ESR-2269) 5" 362S200-43 METAL STUDS @ 48" O.C. MAX, ATTACH TO CONCRETE w/ HILTI X-U FASTENERS w/ 1" EMBEDMENT @ 12" O.C (ESR-2269)FOR 0'-5" BUILDUP NOTES: 1.APPLY LOCTITE PL400 SUBFLOOR ADHESIVE BETWEEN ALL PLYWOOD LAYERS & BETWEEN PLYWOOD & DECK, INSTALL PER MANUFACTURER'S RECOMMENDATIONS. 2.AS EXIST CONDITIONS ALLOW CONTRACTOR MAY EXTEND PLYWOOD OR PLYWOOD ON DECK AND ATTACH DIRECTLY TO EXIST RISER w/ HILTI X-U FASTENERS w/ 1" EMBEDMENT @ 12" O.C. IN EACH DIRECTION. (ESR-2269) NOTE: USE THIS SHALLOW RISER BUILD-UP DETAIL IF REQUIRED HEIGHT OF BUILD-UP IS 0'-4" OR MORE, BUT NOT MORE THAN 0'-5" U.N.O. SEAMS IN PLYWOOD TO BE STAGGERED 3x3x16 GA CONT CLOSURE ANGLE AT PERIMETER OF ALL PLYWOOD ON DECK PER TYPICAL DETAIL 5/S0.3 Checked By Drawn By Project Number:Copyright 2022c ISSUED FOR: A 1 32 242322212019181716151413121110987654 2 31 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 B C D E F G H J K L M N P Q R Ga s t i n g e r W a l k e r Ar c h i t e c t s | I n t e r i o r D e s i g n e r s | C o n s t r u c t i o n M a n a g e r s 81 7 W y a n d o t t e K a n s a s C i t y M i s s o u r i 6 4 1 0 5 8 1 6 . 4 2 1 . 8 2 0 0 g a s t i n g e r w a l k e r . c o m MEP Structural Copyright © 2022 American Multi-Cinema Inc. (913) 362-9090 phone mail@hbengineerskc.com Lenexa, Kansas 66214 11205 West 79th Street Revision Date Permit Submittal 11/30/2022 C:\Users\dhayward\Documents\P22083 Santa Anita 16 Aud #8 IMAX v2021_dlhayward.rvt S0.2 TYPICAL DETAILS GLS TDA 2022.162 24 June 2022 AMC Entertainment 11500 Ash Street Leawood, Kansas 66211 888.262.4386 Renovation Santa Anita 16 - Auditorium #8 400 S Baldwin Ave Suite 940-U Arcadia, CA 91007 N.T.S.S0.2 2 TYPICAL METAL STUD DETAILS N.T.S.S0.2 3 DOUBLE STUD COLUMN DETAIL N.T.S.S0.2 4 INTERIOR SLIP TRACK DETAIL S0.2 5 NON-LOAD BRG STUD HT LIMITATION TABLE 10.POST-INSTALLED ANCHORAGE: A.DESIGN OF ALL POST-INSTALLED ANCHORAGE SHALL BE IN ACCORDANCE WITH ACI-318 APPENDIX D AND SHALL CONSIDER CRACKED CONCRETE CONDITIONS. B.ALL POST-INSTALLED ANCHORS SHALL BE INSTALLED BY TRAINED PERSONNEL PER THE MANUFACTURER'S PRINTED INSTALLATION INSTRUCTIONS (MPII) AS SHOWN IN THE CORRESPONDING ICC-ESR REPORT AND INCLUDED IN THE ANCHOR PACKAGING C.THE CONTRACTOR SHALL ARRANGE AN ANCHOR MANUFACTURER'S REPRESENTATIVE TO PROVIDE ONSITE INSTALLATION TRAINING FOR ALL OF THEIR ANCHORING PRODUCTS SPECIFIED. THE ENGINEER OF RECORD MUST RECEIVE DOCUMENTED CONFIRMATION THAT ALL OF THE CONTRACTOR'S PERSONNEL WHO INSTALL POST-INSTALLED ANCHORAGE ARE TRAINED PRIOR TO THE COMMENCEMENT OF INSTALLING ANCHORS. D.EXISTING REINFORCING BARS IN THE CONCRETE STRUCTURE MAY CONFLICT WITH SPECIFIC ANCHOR LOCATIONS. EXISTING REINFORCING BARS SHALL NOT BE CUT UNLESS NOTED OTHERWISE ON THE DRAWINGS. THE CONTRACTOR SHALL REVIEW THE EXISTING STRUCTURAL DRAWINGS AND SHALL UNDERTAKE TO LOCATE THE POSITION OF THE REINFORCING BARS AT THE LOCATIONS OF THE CONCRETE ANCHORS BY FERROSCAN, GPR, X-RAY OR OTHER MEANS PRIOR TO INSTALLATION OF ANCHORS. E.ANCHOR CAPACITY IS DEPENDANT UPON SPACING BETWEEN ADJACENT ANCHORS AND PROXIMITY OF ANCHORS TO EDGE OF CONCRETE. INSTALL ANCHORS IN ACCORDANCE WITH SPACING AND EDGE CLEARANCES INDICATED ON THE DRAWINGS. F.EMBEDMENT DEPTH FOR MECHANICAL EXPANSION ANCHORS SHALL BE DEFINED AS THE DISTANCE FROM THE SURFACE OF THE LOAD-BEARING BASE MATERIAL TO THE DEEPEST PART OF THE ANCHOR WHICH TENSION LOAD IS TRANSFERRED TO THE CONCRETE, MEASURED PRIOR TO APPLYING TORQUE TO THE ANCHOR. G.EMBEDMENT DEPTH FOR ADHESIVE AND SCREW TYPE ANCHORS SHALL BE DEFINED AS THE DISTANCE FROM THE SURFACE OF THE LOAD-BEARING BASE MATERIAL TO THE DEEPEST PART OF THE ANCHOR AFTER THE ANCHOR HAS BEEN INSTALLED INTO THE HOLE. H.SUBMITTALS ARE THE CONTRACTOR'S RESPONSIBILITY AND MUST INCLUDE EVALUATION REPORTS FROM THE INTERNATIONAL CODE COUNCIL. I.CONCRETE ANCHORS: a.MECHANICAL ANCHORS FOR USE IN CRACKED AND UNCRACKED CONCRETE SHALL HAVE BEEN TESTED AND QUALIFIED FOR USE IN ACCORDANCE WITH ACI 355.2 AND ICC-ES AC193. b.ADHESIVE ANCHORING SYSTEMS FOR USE IN CRACKED AND UNCRACKED CONCRETE SHALL HAVE BEEN TESTED AND QUALIFIED FOR USE IN ACCORDANCE WITH ACI 355.4 AND ICC-ES AC308. 11.LIGHT GAGE METAL FRAMING: A.ALL LIGHT GAGE METAL FRAMING AND CONNECTIONS SHALL BE FABRICATED, AND ERECTED IN ACCORDANCE WITH AISI “SPECIFICATION FOR THE DESIGN OF COLD FORMED STEEL STRUCTURAL MEMBERS”AND NAAMM ML/SFA 540 “LIGHTWEIGHT STEEL FRAMING SYSTEMS MANUAL.” B.ALL LIGHT GAGE METAL FRAMING IDENTIFICATION SHOWN IN THESE DOCUMENTS IS IN ACCORDANCE WITH THE STEEL STUD MANUFACTURERS ASSOCIATION (SSMA). C.ALL STRUCTURAL MEMBERS SHALL BE FORMED FROM STEEL HAVING A GALVANIZED COATING MEETING THE REQUIREMENTS OF ASTM A-653. STEEL MATERIAL SHALL HAVE A MINIMUM YIELD STRESS OF 33 KSI EXCEPT MEMBERS OF 54 MIL THICKNESS OR HEAVIER SHALL HAVE A MINIMUM YIELD STRESS OF 50 KSI. D.ALL CONNECTIONS SHALL BE MADE WITH A MINIMUM OF (4) #10-16 SCREWS OR EQUIVALENT WELDS. (UNLESS NOTED OTHERWISE ON THE DRAWINGS). FASTENERS FOR FIRE-RETARDANT- TREATED WOOD SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. IN THE ABSENCE OF MANUFACTURER'S RECOMMENDATIONS FASTENER COATING SHALL BE HOT DIPPED GALVANIZED OR ZINC COATED IN ACCORDANCE WITH ASTM B 695, CLASS 55 MINIMUM. E.ALL SCREWS SHALL BE OF THE DIAMETER AND SIZE INDICATED ON THE DRAWINGS, AND SHALL BE THOSE MANUFACTURED AND TESTED BY ITW BUILDEX. MINIMUM SPACING AND EDGE DISTANCE FOR SCREWS SHALL BE THE GREATER OF EITHER 1/2 INCH OR 3 X SHANK DIAMETER, UNLESS NOTED OTHERWISE ON THE DRAWINGS. SCREW PENETRATION THROUGH JOINED MATERIALS SHALL NOT BE LESS THAN THREE EXPOSED THREADS. SELECT SCREWS WITH AN ADEQUATE CUTTING TIP TO ACCOMMODATE THE TOTAL THICKNESS TO BE DRILLED. DRILLING MUST BE COMPLETED BEFORE THE THREADS ENGAGE THE MATERIAL. WHERE SCREW ATTACHMENTS ARE MADE TO FRAMING COMPONENTS OF DIFFERENT THICKNESSES, THE THINNEST COMPONENT MUST BE PENETRATED FIRST. (UNLESS NOTED OTHERWISE) ALL SCREWS ARE TYPE 'T1'. F.WELDING SHALL BE DONE IN ACCORDANCE WITH AWS D1.3 -LATEST EDITION, STRUCTURAL WELDING CODE, SHEET STEEL. G. SUGGESTED WELD METAL AND PROCESS FOR SHOP WELDING ARE: 70 KSI WELD METAL STRENGTH (MINIMUM). SUGGESTED METHODS FOR FIELD WELDING: 1/8" (UNLESS NOTED OTHERWISE) E70XX (MINIMUM) ELECTRODE -SMAW; OR ”GASLESS”MIG. H.MINIMUM WELD THROAT THICKNESS (t) MUST MATCH OR EXCEED THE BASE STEEL THICKNESS OF THE THINNEST CONNECTED PART UNLESS NOTED OTHERWISE. I.SEQUENCING OF WELDS SHALL BE SO AS TO AVOID DISTORTION OF MEMBERS. REPLACE ALL MEMBERS WHEN BURN THROUGH OCCURS DURING WELDING. J.ALL FRAMING COMPONENTS SHALL BE CUT SQUARELY FOR ATTACHMENT TO PERPENDICULAR MEMBERS OR AS REQUIRED ON ANGULAR FIT AGAINST ABUTTING MEMBERS. MEMBERS SHALL BE HELD POSITIVELY IN PLACE UNTIL PROPERLY FASTENED. K.NO SPLICES IN STUDS, JOISTS, OR OTHER LOAD CARRYING MEMBERS MAY BE MADE WITHOUT PRIOR ENGINEERING REVIEW AND SPECIFIC DETAILS FOR ANY SUCH SPLICE(S). L.TRACK MEMBERS SHALL MATCH DEPTH AND MIL THICKNESS (GAGE) OF STUDS UNLESS NOTED OTHERWISE. M.BRIDGING SHALL BE INSTALLED, IN THE FORM OF COLD ROLLED CHANNELS AND CONNECTION CLIPS, IN ALL WALLS ON THIS PROJECT. SEE TYPICAL LIGHT GAGE METAL FRAMING DETAILS ON THE DRAWINGS FOR SPECIFIC REQUIREMENTS. N.ALL LIGHT GAGE METAL FRAMING SHOWN ON THESE DOCUMENTS IS BASED ON THE PHYSICAL AND STRUCTURAL PROPERTIES OF THE STEEL STUD MANUFACTURERS ASSOCIATION (SSMA) AND ICC-ES ESR-3064P. ANY SUBSTITUTIONS MUST MEET THE MINIMUM PROPERTIES PROVIDED BY THESE MEMBERS, AND MUST BE APPROVED IN WRITING BY THE ENGINEER. 12.SUBMITTALS: A.CODE COMPLIANT STRUCTURAL DESIGN OF THE FOLLOWING ITEMS IS DEFERRED TO THE GENERAL CONTRACTOR. a.TEMPORARY BRACING AND SHORING B.DEFERRED SUBMITTALS SHALL INCLUDE SUBSTANTIATING STRUCTURAL CALCULATIONS AND SHALL BEAR THE SIGNED WET STAMP OF A REGISTERED PROFESSIONAL ENGINEER WHO IS LEGALLY AUTHORIZED TO PRACTICE IN THE JURISDICTION WHERE PROJECT IS LOCATED AND WHO IS EXPERIENCED IN PROVIDING ENGINEERING SERVICES OF THE KIND INDICATED. DEFERRED SUBMITTALS SHALL BEAR THE APPROVAL STAMP OF THE PROJECT ENGINEER OF RECORD. C.ALL SHOP DRAWINGS AND SUBMITTALS MUST BE REVIEWED AND APPROVED BY THE CONTRACTOR PRIOR TO SUBMITTAL. ENGINEER'S REVIEW OF SHOP DRAWINGS IS LIMITED TO CHECKING FOR GENERAL CONFORMANCE WITH DESIGN DRAWINGS AND STRENGTH OF COMPONENTS AND MATERIALS. CONTRACTOR IS RESPONSIBLE FOR ANY CHANGES FROM THE DESIGN DRAWINGS, QUANTITIES, DIMENSIONAL ERRORS OR OMISSIONS IN THE SHOP DRAWINGS. D.ALL SHOP DRAWINGS MUST BE ORIGINAL DOCUMENTS AND SHALL NOT BE REPRODUCTIONS OF THESE CONTRACT DOCUMENTS. E.SUBMIT SHOP DRAWINGS DETAILING FABRICATION OF EACH MEMBER AND ITS CONNECTIONS. DETAIL DRAWINGS ARE TO BE PREPARED UNDER THE SUPERVISION OF A LICENSED PROFESSIONAL ENGINEER. F.CONTRACTOR SHALL SUBMIT STRUCTURAL SHOP DRAWINGS FOR THE FOLLOWING: a.STRUCTURAL STEEL b.STEEL DECK & ATTACHMENT METHODS AND MATERIALS c.LIGHT GAGE METAL FRAMING & CONNECTIONS S0.2 1 STRUCTURAL GENERAL NOTES CONT N.T.S.S0.2 6 SHALLOW RISER BUILD-UP DETAILS 1 1 1 1 1 1 1 1 CITY COMMENT 22 September 2022 Landlord acknowledges Tenant’s intent to expedite permitting by thesubmission of these drawings for Plan Check through the Authorities havingjurisdiction over Tenant’s construction. This acknowledgement by Landlorddoes not constitute an assumption of responsibility by Landlord for theaccuracy or sufficiency of Tenant’s drawings as intended for construction orpermitting, nor act to substitute Landlord’s approval of Tenant’s FinalWorking Drawings. The sole purpose of this stamp is to expedite Tenant’spermitting efforts, and in no way supersedes any provision of Tenant’sLease. It is the responsibility of the Tenant, Tenant’s Consultants, andTenant’s General Contractor to field verify all site conditions to ensure thework represented herein, satisfactorily meets Landlord’s design criteria andthe requirements of all local, state, and Federal building codes, laws, acts,rules, regulations, ordinances, permitting requirements, inspections, andreviews, including but not limited to the American’s with Disabilities Act, andFire Life Safety. PERMIT SUBMISSION APPROVAL ONLY URW REPRESENTATIVE DATE wagner.benites 12/20/2022 2 S0.3 T.O. RISER ELEV NOTE: APPLY LOCTITE PL400 SUBFLOOR ADHESIVE BETWEEN ALL PLYWOOD LAYERS AND BETWEEN PLYWOOD AND DECK, INSTALL PER MANUFACTURER'S RECOMMENDATIONS. 2'-6" MAX STUD ROW SPACING (TYP) EXISTING RISERS SHOWN HATCHED PROVIDE 1/4" DIA HILTI KWIK HUS-EZ SCREW ANCHOR (ESR-3027) w/ 1 5/8" EMBEDMENT @ BOTH SIDES OF VERT MEMBER WITHIN 2" OF EA BRACE (3" MIN SPA) 362S162-43 METAL STUDS @ 16" O.C. w/ T&B CONTINUOUS TRACKS (TYP) (3) #10 TEK SELF- DRILLING SCREWS REQ'D @ GUARD WALL DIAGONAL BRACE STUD 362S162-43 METAL DIAGONAL BRACING STUDS @ 4'-0" O.C. MAX EACH DIRECTION. DIAGONAL BRACING STUDS SHALL RUN FROM JUST BELOW 362S162-43 DECK SUPPORT JOIST DIAGONALLY TO BOTTOM TRACK OF VERTICAL STUDS. ATTACH DIAGONAL BRACES TO EACH PASSING VERTICAL STUD w/ (2) #10 TEK SELF-DRILLING SCREWS. MIN (3) EXPOSED SCREW THREADS SHALL PROTRUDE BEYOND INNER METAL PLY IN INSTALLED POSITION. 362S162-43 CONT METAL DECK SUPPORT JOIST ATTACHED TO STUDS w/ (2) #10 TEK SELF-DRILLING SCREWS (TYP) (2) LAYERS 3/4" T&G FIRE RETARDANT TREATED PLYWOOD ON 1 1/2", 18GA TYPE B METAL ROOF DECK. ATTACH DECK TO FRAMING w/ #10 TEK SELF-DRILLING SCREWS @ 8" O.C. w/ (2) SCREWS @ STUD TOP TRACK. ATTACH PLYWOOD THROUGH DECK w/ TEK SELF-DRILLING BUGLE-HEAD SCREWS @ 12" O.C. IN FIELD & 6" O.C. @ EDGES. STAGGER SEAMS 3x3x16GA CONTINUOUS CLOSURE ANGLE AT PERIMETER OF PLYWOOD ON DECK, ATTACH PER CONNECTION DETAIL 5/S0.3 (TYP) APPROXIMATE EXTENTS OF REQUIRED EXISTING SLAB-ON-DECK DEMOLITION. COORD FINAL EXTENTS w/ NEW RISER CONFIGURATION T.O. RISER ELEV T.O. EXIST RISER ELEV EXISTING STRUCTURE SHOWN HATCHED 362S162-43 METAL STUDS @ 16" O.C. w/ 362T150-33 T&B TRACKS, ATTACH TO SLAB PER TYPICAL DETAILS T.O. RISER ELEV 362S162-43 CONT METAL DECK SUPPORT JOIST ATTACHED TO STUDS w/ (2) #10 TEK SELF-DRILLING SCREWS (TYP) 362S162-43 METAL DIAGONAL BRACING STUDS @ 4'-0" O.C. MAX EACH DIRECTION. DIAGONAL BRACING STUDS SHALL RUN FROM JUST BELOW 362S162-43 DECK SUPPORT JOIST DIAGONALLY TO BOTTOM TRACK OF VERTICAL STUDS. ATTACH DIAGONAL BRACES TO EACH PASSING VERTICAL STUD w/ (2) #10 TEK SELF-DRILLING SCREWS. MIN (3) EXPOSED SCREW THREADS SHALL PROTRUDE BEYOND INNER METAL PLY IN INSTALLED POSITION PROVIDE 1/4" DIA HILTI KWIK HUS-EZ SCREW ANCHOR (ESR-3027) w/ 1 5/8" EMBEDMENT @ BOTH SIDES OF VERT MEMBER WITHIN 2" OF EA BRACE (3" MIN SPA) NOTE: APPLY LOCTITE PL400 SUBFLOOR ADHESIVE BETWEEN ALL PLYWOOD LAYERS AND BETWEEN PLYWOOD AND DECK, INSTALL PER MANUFACTURER'S RECOMMENDATIONS. (2) LAYERS 3/4" T&G FIRE RETARDANT TREATED PLYWOOD ON 1 1/2", 18GA TYPE B METAL ROOF DECK. ATTACH DECK TO FRAMING w/ #10 TEK SELF-DRILLING SCREWS @ 8" O.C. ATTACH PLYWOOD THROUGH DECK w/ TEK SELF- DRILLING BUGLE-HEAD SCREWS @ 12" O.C. IN FIELD &, 6" O.C. @ EDGES. STAGGER SEAMS 362S162-43 METAL STUDS @ 16" O.C. w/ 362T150-43 CONT T&B TRACKS, ATTACH PER TYPICAL DETAILS STAIR FRAMING PER TYPICAL DETAILS T.O. RISER T.O. STAIR T.O. EXIST RISER ALIGN CENTER OF SIDE WALL FRAMING w/ CENTER OF STAIR FRAMING. ATTACH STUDS w/ #10 TEK SELF-DRILLING SCREWS SPACED VERTICALLY @ 3" O.C. MAX (3 SCREWS MIN) TYP @ RISER & STAIR SIMPSON S/H2.5 TIE @ EA STUD, ATTACH w/ (4) #10 TEK SELF-DRILLING SCREWS IN EA LEG OF CLIP VA R I E S EXISTING STRUCTURE SHOWN HATCHED 3x3x16GA CONTINUOUS CLOSURE ANGLE AT PERIMETER OF PLYWOOD ON DECK ATTACH PER CONNECTION DETAIL 5/S0.3 TYP @ RISER & STAIR PROVIDE 1/4" DIA HILTI KWIK HUS-EZ SCREW ANCHOR (ESR-3027) w/ 1 5/8" EMBEDMENT @ BOTH SIDES OF VERT MEMBER WITHIN 2" OF EACH BRACE (3" MIN SPA) NOTE: APPLY LOCTITE PL400 SUBFLOOR ADHESIVE BETWEEN ALL PLYWOOD LAYERS AND BETWEEN PLYWOOD AND DECK, INSTALL PER MANUFACTURER'S RECOMMENDATIONS. BLOCKING AND TRIM PER ARCH U-CHANNEL BRIDGING PER TYPICAL DETAILS RISER FRAMING PER TYPICAL DETAILS RISER FRAMING PER TYPICAL DETAILS (TYP) 250S162-43 METAL STUDS @ 16" O.C. w/ 250T150-43 T&B TRACKS, ATTACH TO DECK PER TYPICAL DETAILS T.O. RISER ELEV CONT SHEET METAL PER ARCH 3x3x16GA CONTINUOUS CLOSURE ANGLE AT PERIMETER OF PLYWOOD ON DECK ATTACH PER CONNECTION DETAIL 5/S0.3 (TYP) 250S162-43 ATTACHED w/ (2) #10 TEK SELF- DRILLING SCREWS @ EA VERTICAL STUD (TYP) (2) LAYERS 3/4" T&G FIRE RETARDANT TREATED PLYWOOD ON 1 1/2", 18GA TYPE B METAL ROOF DECK. ATTACH DECK TO FRAMING w/ #10 TEK SELF-DRILLING SCREWS @ 6" O.C. w/ (2) SCREWS @ STUD TOP TRACK. ATTACH PLYWOOD THROUGH DECK w/ TEK SELF-DRILLING BUGLE-HEAD SCREWS @ 12" O.C. IN FIELD & 6" O.C. @ EDGES. STAGGER SEAMS NOTE: APPLY LOCTITE PL400 SUBFLOOR ADHESIVE BETWEEN ALL PLYWOOD LAYERS AND BETWEEN PLYWOOD AND DECK, INSTALL PER MANUFACTURER'S RECOMMENDATIONS. ATTACH 3x3x16GA CONTINUOUS CLOSURE ANGLE TO EXISTING RISERS w/ (2) HILTI X-U PINS @ 16" O.C. (ESR-2269) DECK ATTACHMENT THROUGH ANGLE PER OTHER DETAILS (2) #10 TEK SELF-DRILLING SCREWS @ EA STUD DECK ATTACHMENT THROUGH ANGLE PER OTHER DETAILS (2) #10 TEK SELF-DRILLING SCREWS @ EA STUD 3x3x16GA CONTINUOUS CLOSURE ANGLE. VERTICAL LEG MUST COMPLETELY COVER ALL EDGES OF PLYWOOD DECKING 3x3x16GA CONTINUOUS CLOSURE ANGLE. VERTICAL LEG MUST COMPLETELY COVER ALL EDGES OF PLYWOOD DECKING Checked By Drawn By Project Number:Copyright 2022c ISSUED FOR: A 1 32 242322212019181716151413121110987654 2 31 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 B C D E F G H J K L M N P Q R Ga s t i n g e r W a l k e r Ar c h i t e c t s | I n t e r i o r D e s i g n e r s | C o n s t r u c t i o n M a n a g e r s 81 7 W y a n d o t t e K a n s a s C i t y M i s s o u r i 6 4 1 0 5 8 1 6 . 4 2 1 . 8 2 0 0 g a s t i n g e r w a l k e r . c o m MEP Structural Copyright © 2022 American Multi-Cinema Inc. (913) 362-9090 phone mail@hbengineerskc.com Lenexa, Kansas 66214 11205 West 79th Street Revision Date Permit Submittal 11/30/2022 C:\Users\dhayward\Documents\P22083 Santa Anita 16 Aud #8 IMAX v2021_dlhayward.rvt S0.3 TYPICAL DETAILS GLS TDA 2022.162 24 June 2022 AMC Entertainment 11500 Ash Street Leawood, Kansas 66211 888.262.4386 Renovation Santa Anita 16 - Auditorium #8 400 S Baldwin Ave Suite 940-U Arcadia, CA 91007 N.T.S.S0.3 1 TYPICAL RISER SECTION N.T.S.S0.3 2 TYPICAL RISER WALL DETAIL N.T.S.S0.3 3 TYPICAL SIDE WALL SECTION N.T.S.S0.3 4 TYPICAL SECTION @ STAIR N.T.S.S0.3 5 CONT CLOSURE ANGLE CONNECTION DETAIL 1 1 1 1 CITY COMMENT 22 September 2022 Landlord acknowledges Tenant’s intent to expedite permitting by thesubmission of these drawings for Plan Check through the Authorities havingjurisdiction over Tenant’s construction. This acknowledgement by Landlorddoes not constitute an assumption of responsibility by Landlord for theaccuracy or sufficiency of Tenant’s drawings as intended for construction orpermitting, nor act to substitute Landlord’s approval of Tenant’s FinalWorking Drawings. The sole purpose of this stamp is to expedite Tenant’spermitting efforts, and in no way supersedes any provision of Tenant’sLease. It is the responsibility of the Tenant, Tenant’s Consultants, andTenant’s General Contractor to field verify all site conditions to ensure thework represented herein, satisfactorily meets Landlord’s design criteria andthe requirements of all local, state, and Federal building codes, laws, acts,rules, regulations, ordinances, permitting requirements, inspections, andreviews, including but not limited to the American’s with Disabilities Act, andFire Life Safety. PERMIT SUBMISSION APPROVAL ONLY URW REPRESENTATIVE DATE wagner.benites 12/20/2022 36 " A . F . F . 1 1/2"AS REQUIRED, PROVIDE NEW RAIL SYSTEM COMPONENTS TO MATCH EXISTING. (1 1/4" OR 1 1/2" DIAMETER NOMINAL STEEL PIPE TO MATCH THEATRE STANDARD), PAINT NOTE: ALL HANDRAILS (WALL AND FLOOR MOUNTED) AND GUARDRAILS SHALL BE DESIGNED TO RESIST A LOAD OF 50 POUNDS PER LINEAR FOOT AND A SINGLE CONCENTRATED LOAD OF 200 LBS. (NOT CONCURRENTLY), APPLIED IN ANY DIRECTION AT THE TOP AND TO TRANSFER THIS LOAD THROUGH THE SUPPORTS TO THE STRUCTURE. FL O O R , R A M P O R S T A I R NO S I N G 48" MAX. CENTER TO CENTER 1 1/2" STEEL PIPE HANDRAIL RE: ARCH FOR FINISH SECTION PLAN VIEW ALL WALL MOUNTED HANDRAILS TO TURN BACK TO WALL AT TERMINATIONS 1 1 / 2 " (3) 1/4" DIA DEWALT TOGGLE BOLTS LOCATED @ 120 DEG PATTERN (3) 1/4" DIA DEWALT TOGGLE BOLTS LOCATED @120 DEG PATTERN EXISTING (3) MIN LAYERS GYPSUM BOARD WALL TO REMAIN. IF LESS THAN (3) PROVIDE BLOCKING @ HANDRAIL ATTACHMENT LOCATIONS 36 " A . F . F . AS REQUIRED, PROVIDE NEW RAIL SYSTEM COMPONENTS TO MATCH EXISTING. (1 1/4" OR 1 1/2" DIA NOMINAL STEEL PIPE TO MATCH THEATRE STANDARD), PAINT NOTE: ALL HANDRAILS (WALL AND FLOOR MOUNTED) AND GUARDRAILS SHALL BE DESIGNED TO RESIST A LOAD OF 50 POUNDS PER LINEAR FOOT AND A SINGLE CONCENTRATED LOAD OF 200 LBS. (NOT CONCURRENTLY), APPLIED IN ANY DIRECTION AT THE TOP AND TO TRANSFER THIS LOAD THROUGH THE SUPPORTS TO THE STRUCTURE. FL O O R , R A M P O R S T A I R NO S I N G (3) 1/4" x 2" COUNTERSUNK WOOD SCREWS LOCATED @ 120 DEG PATTERN SOLID BLOCKING @ HANDRAIL ATTACHMENT LOCATIONS METAL STUDS PER OTHER DETAILS BLOCKING & TRIM PER ARCH 1 1/2" TRACK OR SLIP TRACK TRACK METAL STUD CRIPPLES TO MATCH WALL @ 16" O.C. (TYP) COPE FLANGES & EXTEND WEBS OF BOX BEAM SIDE STUDS OVER JAMB STUDS. ATTACH TO JAMB STUDS w/ (4) #12-14 TEK SELF-DRILLING SCREWS IN PRE- DRILLED HOLES OR USE EQUIV WELDS (2) FULL HT 600S162-43 JAMB STUDS MIN MATCH WALL WIDTH TRACK METAL STUD TRIMMER (TYP) TRACK SILL AS OCCURS METAL STUD BOX BEAM HEADER PER OTHER DETAILS NOTE: STUD AND TRACK GAGE & SIZE PER OTHER DETAILS THESE DOCUMENTS. OPENING PER ARCH MAX WIDTH = 6'-0" 4 S0.4 OPTION 2 OPTION 1 WALL STUD DEPTH WALL STUD DEPTH TRACK T&B SIZE & GAGE MATCH WALL MIN 362T125-43 MTL STUD, EA SIDE SIZE & GAGE MATCH WALL MIN 362S162-43 #10-16 TEK SELF-DRILLING SCREWS @ 6" O.C. (TYP) 1/8 2-12 TYP TRACK T&B SIZE & GAGE MATCH WALL MIN 362T125-43 MTL STUD, EA SIDE SIZE & GAGE MATCH WALL MIN 362S162-43 STEEL TUBE BARRIER RAIL UPRIGHT RAIL ESCUTCHEON PLATE AND ATTACHMENTS OVER CARPET PER ARCH NOTES: 1.REFER TO ARCHITECTURAL DRAWINGS FOR BARRIER RAIL LOCATIONS. 2.ALL EXTERIOR STEEL SHALL BE HOT DIPPED GALVANIZED.. 3.ALL HANDRAILS AND GUARDRAILS SHALL BE DESIGNED TO RESIST A LOAD OF 50 LBS PER LINEAR FOOT AND A SINGLE CONCENTRATED LOAD OF 200 LBS (NOT CONCURRENTLY), APPLIED IN ANY DIRECTION AT THE TOP AND TO TRANSFER THIS LOAD THROUGH THE SUPPORTS TO THE STRUCTURE. 4.ANCHOR EDGE DISTANCE SHALL BE A MINIMUM OF 2 3/4" IN ANY DIRECTION. PE R A R C H ( 3 ' - 0 " M A X ) STEEL TUBE BARRIER RAIL UPRIGHT HSS 1.660 x 0.140 MIN @ 4'-0" O.C. MAX. BARRIER RAIL FINISH PER ARCH SEE NOTE 4 DETAIL A-A A-A SECTION (4) 3/8" DIA HILTI KWIK BOLT TZ HOT DIPPED GALVANIZED EXPANSION ANCHORS w/ 2" EMBED (ESR-1917) (TYP) PL1/4"x6"x0'-6" BASE PLATE (TYP) STEEL TUBE BARRIER RAIL UPRIGHT PLAN 1/8 TYP CL RAIL = CL BASE PLATE (TYP) 6" 3/ 4 " 3/ 4 " 6" 3/4"3/4" PL1/4" STEEL BASE PLATE SECURED TO CONCRETE BELOW PER OTHER DETAILS EXISTING SLAB-ON-DECK 2 1 / 2 " C O N C R E T E ON 2 " D E C K GALVANIZED EXISTING METAL STUDS @ 16" O.C. (F.V.) HOT DIPPED GALVANIZED FOR CORROSION RESISTANCE P1000 UNISTRUT x 2'-0" LG MIN (5) 1/4" x 1 1/2" SIMPSON SDS HEAVY DUTY ZINC COATED SCREWS (ESR-2236) PLYWOOD WIDTH TO MATCH STUDS SPACING 4' - 0" (F.V.) (2) LAYERS OF 5/8" PLYWOOD BLOCKING, LAYERS GLUED AND NAILED TOGETHER ATTACHED THROUGH GYPSUM BOARD INTO STEEL STUDS w/ (4) #10 ZINC COATED TEK SCREWS INTO EACH STUD (FACE GRAIN HORIZ) COORDINATE SCREW LENGTH WITH PLYWOOD & GYPSUM BOARD THICKNESS, APPLY PLYWOOD TIGHT @ EDGES PLYWOOD ELEVATION SECTION HOT DIPPED GALVANIZED FOR CORROSION RESISTANCE UNISTRUT P1000 ANGLED P1000 UNISTRUT BRACES EXISTING AUDITORIUM WALL EXISTING LAYERS OF 5/8" GYPSUM BOARD TO REMAIN NOTES: 1. REFER TO DETAIL 2/S0.5 FOR SIDESPEAKER INFORMATION NOT SHOWN IN THIS DETAIL. 2. GYPSUM BOARD NOT SHOWN IN ELEVATION VIEW FOR CLARITY. 10 GAGE CABLE. MIN 1,000 LB BREAKING STRENGTH. (1) @ EACH EDGE. PROVIDE ACCESSORIES AND CONNECTORS AS REQ'D TO DEVELOP STRENGTH OF CABLE (TYP) UNIUSTRUT P1000 ATTACHED TO SPEAKER FRAME w/ #10 TEK SCREWS @ 6" O.C. STEEL CHAINS AND SPEAKER PROVIDED BY IMAX UNISTRUT P1546 FITTING w/ 1/2" DIA HEX HEAD BOLTS AND CHANNEL NUTS (TYP) UNISTRUT P1186 FITTING w/ 1/2" DIA HEX HEAD BOLTS AND CHANNEL NUTS (TYP) P1000 UNISTRUT BRACES P1000 UNISTRUT x 2'-0" LG MIN EXISTING FRAMING ABOVE (F.V.) SPEAKER BELOW FRAME EXISTING AUDITORIUM WALL STEEL TUBE SPEAKER SUPPORT FRAME PER 3/S0.5 (2) LAYERS OF 5/8" PLYWOOD BLOCKING, REF PLYWOOD ELEVATION FOR ADDITIONAL INFORMATION PLAN INSTALL (1) LAYER 15 LB FELT PAPER OF SELF ADHESIVE PEEL- AND-STICK TAR PAPER APPLIED TO THE FACE OF EXISTING GYPSUM BOARD PRIOR TO THE INSTALLATION OF FRT PLYWOOD INSTALL (1) LAYER 15 LB FELT PAPER OF SELF ADHESIVE PEEL-AND-STICK TAR PAPER APPLIED TO THE FACE OF EXISTING GYPSUM BOARD PRIOR TO THE INSTALLATION OF FRT PLYWOOD P1000 UNISTRUT ATTACHED TO PLYWOOD SHALL BE HOT DIPPED GALVANIZED FOR CORROSION RESISTANCE NOTES: 1. ALL PLYWOOD BLOCKING AT SPEAKER LOCATIONS SHALL BE AC GROUP 1, FRT PLYWOOD. 2. IN ACCORDANCE WITH IBC 2015 2304.10.5.4 FASTENERS FOR FIRE RETARDANT. ALL CONNECTIONS SHALL BE MADE WITH A MINIMUM OF (4) #10-16 SCREWS OR EQUIVALENT WELDS. (UNLESS NOTED OTHERWISE ON THE DRAWINGS). FASTENERS FOR FIRE-RETARDANT-TREATED WOOD SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. IN THE ABSENCE OF MANUFACTURER'S RECOMMENDATIONS FASTENER COATING SHALL BE IN ACCORDANCE WITH ASTM B 695, CLASS 55 MINIMUM. (2) LAYERS OF 5/8" PLYWOOD BLOCKING, REF PLYWOOD ELEVATION FOR ADDITIONAL INFORMATION 2' - 0 " TELESTRUT P9000 E XIS T IN G D U C T O R OT H E R IN T E R F E R E N C E LOW UNISTRUT P1001 PER CEILING SPEAKER DETAILS (RE: SHEET S0.5) HIGH UNISTRUT P1001 SPANNING BTWN JOISTS UNISTRUT P1326 FITTING LLH w/ (1) 1/2" DIA x 15/16" HEX HEAD BOLTS AND CHANNEL NUTS @ EACH SIDE OF EACH JOIST, INSTALL FITTING TIGHT TO JOIST. ALTERNATIVELY PROVIDE TOP CHORD ATTACHMENT PER DETAIL BELOW NOTES: 1. REFER TO OTHER SPEAKER ATTACHMENT DETAILS FOR ADDITIONAL NFORMATION NOT SHOWN. 2. ATTACH SPEAKER TO HIGH UNISTRUT WHERE POSSIBLE AND ELIMINATE LOW UNISTRUT ATTACHMENTS. 3. ALL UNISTRUT MUST BE POSITIVELY ATTACHED TO A MINIMUM OF (2) ROOF FRAMING MEMBERS. 4. THE MAXIMUM EQUIPMENT WEIGHT FOR THIS DETAIL IS 210 LBS. EXISTING ROOF/FLOOR STRUCTURE ABOVE EXISTING JOIST (TYP) EXISTING ROOF DECK EXISTING JOIST TOP CHORD UNISTRUT SPANNING BETWEEN JOISTS PER OTHER DETAILS TOP CHORD ATTACHMENT DETAIL AT CONTRACTORS OPTION: 1/2" DIA A36 THREADED ROD IN LIEU OF TELESTRUT & FITTING CONNECTION ATTACH UNISTRUT TO EA JOIST w/ 3/8" DIA MIN BOLT BETWEEN TOP CHORD ANGLES w/ HEX HEAD NUT & PL3/16"x2"x0'-2" PLATE WASHER T&B. DO NOT PENETRATE JOIST CHORD OR EXISTING DECK. INTENTIONALLY DAMAGE THREADS AFTER INSTALLATION TO PREVENT LOOSENING. UNISTRUT P2346 FITTING w/ (2) 1/2" DIA THRU BOLTS w/ WASHER NUT & JAM NUT T&B (2) 1/2" DIA THRU BOLTS w/ WASHER & NUT T&B PL1/4" x 2" SQ PLATE WASHER, 1/2" DIA NUT, AND JAMB NUT T&B (TYP) 6" MIN3'-0" MAX CANTILEVER (TYP) Checked By Drawn By Project Number:Copyright 2022c ISSUED FOR: A 1 32 242322212019181716151413121110987654 2 31 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 B C D E F G H J K L M N P Q R Ga s t i n g e r W a l k e r Ar c h i t e c t s | I n t e r i o r D e s i g n e r s | C o n s t r u c t i o n M a n a g e r s 81 7 W y a n d o t t e K a n s a s C i t y M i s s o u r i 6 4 1 0 5 8 1 6 . 4 2 1 . 8 2 0 0 g a s t i n g e r w a l k e r . c o m MEP Structural Copyright © 2022 American Multi-Cinema Inc. (913) 362-9090 phone mail@hbengineerskc.com Lenexa, Kansas 66214 11205 West 79th Street Revision Date Permit Submittal 1/19/2023 C:\Users\ssumpter\Documents\P22083 Santa Anita 16 Aud #8 IMAX v2021_ssumpter.rvt S0.4 TYPICAL DETAILS GLS TDA 2022.162 24 June 2022 AMC Entertainment 11500 Ash Street Leawood, Kansas 66211 888.262.4386 Renovation Santa Anita 16 - Auditorium #8 400 S Baldwin Ave Suite 940-U Arcadia, CA 91007 N.T.S.S0.4 1 WALL MOUNT HANDRAIL DETAIL N.T.S.S0.4 2 HANDRAIL @ NEW PARTITION WALL DETAIL N.T.S.S0.4 3 STUD FRAMED OPENING DETAIL N.T.S.S0.4 4 BOX BEAM HEADER DETAIL N.T.S.S0.4 5 FLOOR BARRIER ATTACHMENT @ EXISTING CONCRETE N.T.S.S0.4 7 IMAX SEISMIC BRACING @ SIDE SPEAKER N.T.S.S0.4 6 UNISTRUT ALTERNATE ATTACHMENT DETAIL 2 2 2 2 2 3 3 3 3 2 CITY COMMENT 2 December 2022 3 CITY COMMENT 19 January 2023 STEEL TUBE SPEAKER SUPPORT FRAME PER 3/S0.5 EXISTING CEILING EXISTING STRUCTURE ABOVE (TYP) THREADED ROD THROUGH CEILING TILES. RE: ARCH FOR GROMMET REQUIREMENTS (TYP) STEEL CHAINS AND SPEAKER PROVIDED BY IMAX NOTES: 1. REFER TO ARCHITECTURAL DRAWINGS FOR ADDITIONAL SPEAKER INFORMATION. 2. THE MAXIMUM SPEAKER WEIGHT ALLOWED FOR THIS DETAIL IS 200 LBS. IF THE WEIGHT OF THE SPEAKER RECEIVED EXCEEDS THIS WEIGHT, THE INSTALLER AND GENERAL CONTRACTOR SHALL CONTACT THE ARCHITECT AND E.O.R. FOR A REVISED DETAIL. 3. REFER TO 6/S0.4 TO ATTACH UNISTRUT @ UNEVEN STRUCTURE OR AROUND MECH INTERFERENCES. 4. SEE 4/S0.5 FOR PLAN DETAIL. UNISTRUT P1001 SPANNING 12'-0" MAX 1/4" DIA 1x19 CABLE w/ MIN 6000LB ULTIMATE BREAKING STRENGTH @ EACH CORNER (SEE PLAN) PROVIDE ACCESSORIES AND CONNECTORS AS REQ'D TO DEVELOP STRENGTH OF CABLE (TYP) MIN (3) FULL WRAPS (TYP) UNISTRUT P2786 FITTING (TYP) ISOLATION HANGERS (MASON INDUSTRIES #HD-B-WHITE) ON EACH THREADED ROD (3) 1/2" DIA A36 THREADED RODS 1/2" DIA WASHER, NUT, & JAM NUT @ EACH THREADED ROD CONNECTION U.N.O. (TYP) PL1/4" x 2" SQ PLATE WASHER, 1/2" DIA NUT, & JAM NUT (TYP) 4 5 ° M A X (TYP) 6" MIN STEEL CHAINS AND SPEAKER PROVIDED BY IMAX STEEL TUBE SPEAKER SUPPORT FRAME PER 3/S0.5 THREADED ROD THROUGH CEILING TILES. RE: ARCH FOR GROMMET REQUIREMENTS (TYP) UNISTRUT P1001 SPANNING 12'-0" MAX EXISTING STRUCTURE ABOVE (TYP) NOTES: 1. REFER TO ARCHITECTURAL DRAWINGS FOR ADDITIONAL SPEAKER INFORMATION. 2. THE MAXIMUM SPEAKER WEIGHT ALLOWED FOR THIS DETAIL IS 200 LBS. IF THE WEIGHT OF THE SPEAKER RECIEVED EXCEEDS THIS WEIGHT, THE INSTALLER AND GENERAL CONTRACTOR SHALL CONTACT THE ARCHITECT & E.O.R. FOR A REVISED DETAIL. 3. REFER TO DETAIL 7/S0.4 FOR ADDITIONAL SEISMIC BRACING DETAILS. 4. REFER TO DETAIL 6/S0.4 TO ATTACH UNISTRUT TO UNEVEN JOISTS OR TO AVOID EXISTING MECHANICAL EQUIPMENT. UNISTRUT P2786 FITTING (TYP) EXISTING CEILING EXISTING AUDITORIUM WALL PATCH WALL AS REQ'D PER ARCH UNISTRUT P1000 BRACES PER 7/S0.4 HOT DIPPED GALVANIZED FOR CORROSION RESISTANCE UNISTRUT P1000 ATTACH TO PLYWOOD PER 7/S0.4 UNISTRUT P1000 ATTACHED TO SPEAKER FRAME w/ #10 TEK SELF- DRILLING SCREWS @ 6" OC. 10 GAGE CABLE. MIN 1,000 LB BREAKING STRENGTH. (1) @ EACH EDGE. PROVIDE ACCESSORIES AND CONNECTORS AS REQ'D TO DEVELOP STRENGTH OF CABLE (TYP) EXISTING LAYERS OF 5/8" GYPSUM BOARD TO REMAIN ISOLATION HANGERS (MASON INDUSTRIES #HD-B-WHITE) ON EACH THREADED ROD (4) 1/2" DIA A36 THREADED RODS 1/2" DIA WASHER, NUT, & JAM NUT @ EACH THREADED ROD CONNECTION U.N.O. (TYP) PL1/4" x 2" SQ PLATE WASHER, 1/2" DIA NUT, & JAM NUT (TYP) (TYP) 6" MIN NOTES: 1. ALL PLYWOOD BLOCKING AT SPEAKER LOCATIONS SHALL BE AC GROUP 1, FRT PLYWOOD. 2. IN ACCORDANCE WITH IBC 2015 2304.10.5.4 FASTENERS FOR FIRE RETARDANT. ALL CONNECTIONS SHALL BE MADE WITH A MINIMUM OF (4) #10-16 SCREWS OR EQUIVALENT WELDS. (UNLESS NOTED OTHERWISE ON THE DRAWINGS). FASTENERS FOR FIRE-RETARDANT-TREATED WOOD SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. IN THE ABSENCE OF MANUFACTURER'S RECOMMENDATIONS FASTENER COATING SHALL BE IN ACCORDANCE WITH ASTM B 695, CLASS 55 MINIMUM. INSTALL (1) LAYER 15 LB FELT PAPER OF SELF ADHESIVE PEEL-AND-STICK TAR PAPER APPLIED TO THE FACE OF EXISTING METAL STUDS PRIOR TO THE INSTALLATION OF FRT PLYWOOD (2) LAYERS OF 5/8" PLYWOOD BLOCKING, REF PLYWOOD ELEVATION PER 7/S0.4 FOR ADDITIONAL INFORMATION NOTES: 1.PROVIDE 3/16" MINIMUM FILLET WELD AT ALL TUBE STEEL-TO-TUBE STEEL CONNECTIONS. 2.SPEAKER FRAME MUST REMAIN ACCESSIBLE FOR LOUDSPEAKER INSTALLATION. 1/2" DIA A36 THREADED STEEL RODS TO STRUCTURE ABOVE. SEE OTHER DETAILS THESE DOCUMENTS. SECTION 1/2" WASHER STEEL FRAME MEMBER HEAVY 1/2" DIA NUT 1/2" WASHER JAM NUT OVERHEAD SPEAKER FRAME PLAN HSS2x2x3/16 STEEL FRAME MEMBER (TYP) 1/2" DIA A36 THREADED STEEL ROD THROUGH FRAME (3 LOCATIONS) w/ DOUBLE 1/2" DIA NUTS, WASHERS, AND MIN (3) THREAD PROTRUSION OPPOSITE SIDE. AFTER INSTALLATION, INTENTIONALLY DAMAGE THREADS TO PREVENT LOOSENING. (3) MIN THREAD PROTRUSION. AFTER INSTALLATION, INTENTIONALLY DAMAGE THREADS TO PREVENT LOOSENING. 3/16 TYP 1' - 10" EQ EQ 1' - 1 0 " EQ EQ 5" TY P 4" PER FRAME PLAN ABOVE 45° (TYP) EQ (TYP) EQ SINGLE SIDE SPEAKER FRAME PLAN 3/16 TYP HSS2x2x3/16 STEEL FRAME MEMBER (TYP) EQ EQ 1' - 8 " 3" TYP 2' - 0" (TYP) EQ (TYP) EQ 1/2" DIA A36 THREADED STEEL ROD THROUGH FRAME (4 LOCATIONS) w/ DOUBLE 1/2" DIA NUTS, WASHERS, AND MIN (3) THREAD PROTRUSION OPPOSITE SIDE. AFTER INSTALLATION, INTENTIONALLY DAMAGE THREADS TO PREVENT LOOSENING. CHAIN PROVIDED BY IMAX (TYP) HSS2x2x3/16 STEEL FRAME (TYP) EXISTING BEAM SPACING (F.V.) UNISTRUT SPANNING 12'-0" MAX PER PLAN AND SPEAKER SUPPORT DETAIL EXISTING STEEL FRAMING ABOVE STEEL TUBE SPEAKER SUPPORT FRAME BELOW PER 3/S0.5 (TYP) 90° (4 SIDES) 1/4" DIA 1x19 CABLE w/ MIN 6000LB ULTIMATE BREAKING STRENGTH @ EACH CORNER (SEE PLAN) PROVIDE ACCESSORIES AND CONNECTORS AS REQ'D TO DEVELOP STRENGTH OF CABLE (TYP) NOTE: CEILING NOT SHOWN FOR CLARITY. Checked By Drawn By Project Number:Copyright 2022c ISSUED FOR: A 1 32 242322212019181716151413121110987654 2 31 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 B C D E F G H J K L M N P Q R Ga s t i n g e r W a l k e r Ar c h i t e c t s | I n t e r i o r D e s i g n e r s | C o n s t r u c t i o n M a n a g e r s 81 7 W y a n d o t t e K a n s a s C i t y M i s s o u r i 6 4 1 0 5 8 1 6 . 4 2 1 . 8 2 0 0 g a s t i n g e r w a l k e r . c o m MEP Structural Copyright © 2022 American Multi-Cinema Inc. (913) 362-9090 phone mail@hbengineerskc.com Lenexa, Kansas 66214 11205 West 79th Street Revision Date Permit Submittal 1/19/2023 C:\Users\ssumpter\Documents\P22083 Santa Anita 16 Aud #8 IMAX v2021_ssumpter.rvt S0.5 TYPICAL DETAILS GLS TDA 2022.162 24 June 2022 AMC Entertainment 11500 Ash Street Leawood, Kansas 66211 888.262.4386 Renovation Santa Anita 16 - Auditorium #8 400 S Baldwin Ave Suite 940-U Arcadia, CA 91007 N.T.S.S0.5 1 IMAX OVERHEAD SPEAKER SUPPORT DETAIL N.T.S.S0.5 2 IMAX SIDE SPEAKER SUPPORT DETAIL N.T.S.S0.5 3 SPEAKER SUPPORT FRAME DETAILS N.T.S.S0.5 4 OVERHEAD SPEAKER PLAN DETAIL S0.5 5 NOT USED 2 2 3 2 CITY COMMENT 2 December 2022 3 CITY COMMENT 19 January 2023 TYP 4' - 0" TYP 4' - 0" 6'-0" MAX 12 GA WIRE VERT HANGER @ 4'-0" O.C. TYP. (1) 9 GA WIRE FOR LATERAL BRACE @ 4 DIRECTIONS @ 12'-0" O.C. (1) 9 GA WIRE FOR LATERAL BRACE @ 4 DIRECTIONS @ 12'-0" O.C 12 GA WIRE VERTICAL HANGER @ 4'-0" O.C. TYP NOTES: 1. ALL LIGHTING FIXTURE ATTACHMENTS, CEILING LATERAL FORCE BRACING, PARTITION BRACING, ETC. SHALL BE BUILT IN ACCORDANCE TO ASTM C 635, ASTM C 636 AND E580 SECTION 5. 2. BRACE WIRES TO HAVE MAX SLOPE OF 1:1. 3. RIGID CONDUIT SHALL BE USG DONN BRAND CONPRESSION POSTS PER ICC- ESR-1222. 250S125-33 MIN STEEL STUD COMPRESSION POST UP TO 12'-0". 4. SEE DETAIL 2/S0.6 FOR SIMILAR CONDITIONS & REQUIREMENTS @ LIGHTS & DIFFUSERS. 8" MAX (TYP) 12 GA HANGER WIRE (3 TIGHT WRAPS) HEAVY DUTY CROSS TEES 250S125-33 MIN STEEL STUD COMPRESSION POST UP TO 12'-0" FASTEN TO JOIST /BEAM ABOVE w/ TUBE FITTING AND AND MIN (4) #10 TEK SELF- DRILLING SCREWS 9 GA BRACE WIRES (TYP) COMPRESSION POST OPTION 1 COMPRESSION POST OPTION 2 9 GA BRACE WIRES (TYP) HEAVY DUTY MAIN TEE RIGID CONDUIT AROUND 12 GA WIRE OR METAL STUD COMPRESSION POST @ 12'-0" O.C. E.W. TYP RIGID CONDUIT COMPRESSION POST AROUND 12 GA WIRE (1/2" DIA MIN UP TO 4'-6" AND 1" DIA MIN UP TO 7'-4") FASTEN TO JOIST /BEAM ABOVE w/ TUBE FITTING AND AND MIN (4) #10 TEK SELF-DRILLING SCREWS (TYP) HEAVY DUTY CROSS TEES HEAVY DUTY MAIN TEE 2" MAX 2"MAX 2" MAX 2"M AX SECT B-B 90° SECT B-B SECT A-A SECT A-A MAIN TEE MAIN TEE 2' x 4' LIGHT FIXTURE OR DIFFUSER CROSS TEE (TYP) SUPPLEMENTARY HANGER WIRES LOCATED WITHIN 3" OF THE CORNER OF LIGHT FIXTURE OR DIFFUSER (TYP) MAIN TEE MAIN TEE 2' x 4' LIGHT FIXTURE OR DIFFUSER SUPPLEMENTARY HANGER WIRES LOCATED WITHIN 3" OF THE CORNER OF LIGHT FIXTURE OR DIFFUSER (TYP) 2' x 2' LIGHT FIXTURE OR DIFFUSER CROSS TEE (TYP) MAIN TEE MAIN TEE 2' x 4' LIGHT FIXTURE OR DIFFUSER SUPPLEMENTARY HANGER WIRES LOCATED WITHIN 3" OF THE CORNER OF LIGHT FIXTURE OR DIFFUSER (TYP) CROSS TEE (TYP) 2' x 2' LIGHT FIXTURE OR DIFFUSER NOTE: 1. ALL LIGHTING FIXTURE ATTACHMENTS, CEILING LATERAL FORCE BRACING, PARTITION BRACING, ETC. SHALL BE BUILT IN ACCORDANCE TO ASTM C 635, ASTM C 636, AND ASTM E580 SECTION 5. 2. MAIN TEE HANGER WIRE SUPPORTS AND LIGHT FIXTURE SLACK WIRES ARE NOT SHOWN. 3. BRACE WIRES TO HAVE MAX SLOPE OF 1:1. 4. SEE DETAILS 1/S0.6 FOR CEILING BRACING REQUIREMENTS. LEGEND: SUPPLEMENTARY HANGER WIRES TO THE SUPPORTING TEE LOCATED WITHIN 3" OF THE CORNER OF THE LIGHT FIXTURE MAIN TEE CROSS TEE SPRINKLER HEAD OR OTHER PENETRATION LIGHT FIXTURE OR DIFFUSER WEIGHT < 10 LBS 10 -55 LBS >56 LBS HANGER WIRE REQUIREMENTS (1) MIN 12GA SLACK WIRE CONNECTION FROM THE FIXTURE HOUSING TO THE STRUCTURE. (2) MIN 12GA SLACK WIRES CONNECTED FROM THE FIXTURE HOUSING TO THE STRUCTURE. INDEPENDENTLY SUPPORTED TO THE STRUCTURE & NO SLACK WIRES ARE REQUIRED. LIGHTING FIXTURE OR DIFFUSER SLACK WIRE REQUIREMENTS TABLE CONTRACTOR'S OPTION: PROVIDE A MINIMUM 2" OVERSIZE RING, SLEEVE, OR ADAPTER THROUGH CEILING TILE TO ALLOW FOR AT LEAST 1" OF MOVMENT IN ALL HORIZONTAL DIRECTIONS. OR PROVIDE A SWING JOINT THAT CAN ACCOMMODATE 1" OF CEILING MOVEMENT IN HORIZONTAL DIRECTIONS AT THE TOP OF THE SPRINKLER HEAD EXTENSION NOTES: 1. CONTRACTOR SHALL COORDINATE EXACT LOCATIONS OF EQUIPMENT w/ ARCH/ MEP DRAWING PRIOR TO INSTALLATION. 2. EQUIPMENT WEIGHTS PER PLAN ON SHEET S1.1. IF THE EQUIPMENT RECEIVED EXCEEDS THE WEIGHT SHOWN, THE INSTALLER & GENERAL CONTRACTOR SHALL NOTIFY THE ARCHITECT & E.O.R. PRIOR TO INSTALLATION. 3. ANCHORAGE DESIGN INCLUDES A 2.5 OVERSTRENGTH FACTOR. 4. ALL HILTI HUS-EZ ANCHORS MUST HAVE 3" MIN SPACING BETWEEN ANCHORS. SIDE VIEW PROJECTOR INTEGRAL REAR ANCHOR PLATE PROVIDED BY IMAX (4) 3/8" DIA HILTI HUS-EZ SCREW ANCHOR w/ 2 1/8" EMBEDMENT INSTALLED IN PRE-DRILLED HOLES (ESR-3027) IMAX LASER PROJECTOR SIDE VIEW IMAX LASER RACK SEISMIC BRACKET PROVIDED BY IMAX. LASER RACK TO SEISMIC BRACKET ATTACHMENT PER IMAX (TYP 4 LOCATIONS) (1) 3/8" DIA HILTI HUS-EZ SCREW ANCHOR w/ 2 1/8" EMBEDMENT AT EA SEISMIC BRACKET (ESR-3027) FRONT VIEW IMAX LASER CHILLER STACK DOLLY ANCHOR PLATE PROVIDED BY IMAX. ORIENT PLATE PER MANUF RECOMMENDATIONS (TYP 3 LOCATIONS) (2) 3/8" DIA HILTI HUS EZ SCREW ANCHORS w/ 2 1/8" MIN EMBEDMENT AT EA ANCHOR PLATE (ESR-3027) (TYP 3 LOCATIONS) LASER CHILLER STACK TO DOLLY & DOLLY TO ANCHOR PLATE ATTACHMENT PER IMAX CHILLER DOLLY PROVIDED BY IMAX EXIST LIGHTWEIGHT CONCRETE OVER 2"x20 GA DECK (TYP) (F.V.) PROJECTOR INTEGRAL FRONT ANCHOR PLATE PROVIDED BY IMAX (8) 3/8" DIA HILTI HUS-EZ SCREW ANCHOR w/ 2 1/8" EMBEDMENT INSTALLED IN PRE-DRILLED HOLES (ESR-3027) WEB MEMBER TYPICAL SADDLE TIE BOTTOM CHORD 12 GA HANGER WIRE MIN (3) TURNS TOP CHORD 9 GA HANGER WIRE (WRAP AROUND AND TIE AROUND TOPS OF WEB MEMBERS) TOP CHORD 9 GA HANGER WIRE (WRAP AROUND AND TIE AROUND TOPS OF WEB MEMBERS) STRUCTURAL STEEL 12 GA HANGER WIRE MIN (3) TURNS STRUCTURAL STEEL 12 GA METAL ANGLE 9 GA METAL ANGLE VERTICAL BRACE OPTION 1 JOIST VERTICAL BRACE BEAM ATTACH HANGER WIRE TO BOTTOM CHORD ONLY WHEN DESIGNED TO CARRY THE VERTICAL LOAD OF THE SUSPENDED CEILING SYSTEM NOTE: HANGER OR BRACING WIRE ANCHORS TO THE STRUCTURE SHOULD BE INSTALLED IN SUCH A MANNER THAT THE DIRECTION OF THE ANCHOR ALIGNS AS CLOSELY AS POSSIBLE WITH THE DIRECTION OF THE WIRE. BRACE OPTION 2 3/16 3 SIDES 9 GA HANGER WIRE MIN (3) TURNS 3/16 3 SIDES SECT A-A 8" MAX 2" MIN 12 GA HANGER WIRE HEAVY DUTY MAIN TEE OR CROSS TEE ATTACH TEE TO CLOSURE ANGLE w/ (2) #10 TEK SELF- DRILLING SCREWS PERIMETER CLOSURE ANGLE SECT B-B 2" MIN 12 GA HANGER WIRE HEAVY DUTY MAIN TEE OR CROSS TEE PERIMETER CLOSURE ANGLE STRUT STABILIZER OR SIMILAR DEVICE 8" MAX 3/4" Checked By Drawn By Project Number:Copyright 2022c ISSUED FOR: A 1 32 242322212019181716151413121110987654 2 31 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 B C D E F G H J K L M N P Q R Ga s t i n g e r W a l k e r Ar c h i t e c t s | I n t e r i o r D e s i g n e r s | C o n s t r u c t i o n M a n a g e r s 81 7 W y a n d o t t e K a n s a s C i t y M i s s o u r i 6 4 1 0 5 8 1 6 . 4 2 1 . 8 2 0 0 g a s t i n g e r w a l k e r . c o m MEP Structural Copyright © 2022 American Multi-Cinema Inc. (913) 362-9090 phone mail@hbengineerskc.com Lenexa, Kansas 66214 11205 West 79th Street Revision Date Permit Submittal 11/30/2022 C:\Users\dhayward\Documents\P22083 Santa Anita 16 Aud #8 IMAX v2021_dlhayward.rvt S0.6 TYPICAL DETAILS GLS TDA 2022.162 24 June 2022 AMC Entertainment 11500 Ash Street Leawood, Kansas 66211 888.262.4386 Renovation Santa Anita 16 - Auditorium #8 400 S Baldwin Ave Suite 940-U Arcadia, CA 91007 N.T.S.S0.6 1 CEILING SUSPENSION GRID DIAGRAM N.T.S.S0.6 2 SEISMIC BRACING DETAILS FOR LIGHTS & DIFFUSERS N.T.S.S0.6 4 SEISMIC ANCHORAGE FOR IMAX PROJECTION BOOTH EQUIPMENT N.T.S.S0.6 3 SUSPENDED CEILING ATTACMENT DETAIL 1 1 1 1 CITY COMMENT 22 September 2022 Landlord acknowledges Tenant’s intent to expedite permitting by thesubmission of these drawings for Plan Check through the Authorities havingjurisdiction over Tenant’s construction. This acknowledgement by Landlorddoes not constitute an assumption of responsibility by Landlord for theaccuracy or sufficiency of Tenant’s drawings as intended for construction orpermitting, nor act to substitute Landlord’s approval of Tenant’s FinalWorking Drawings. The sole purpose of this stamp is to expedite Tenant’spermitting efforts, and in no way supersedes any provision of Tenant’sLease. It is the responsibility of the Tenant, Tenant’s Consultants, andTenant’s General Contractor to field verify all site conditions to ensure thework represented herein, satisfactorily meets Landlord’s design criteria andthe requirements of all local, state, and Federal building codes, laws, acts,rules, regulations, ordinances, permitting requirements, inspections, andreviews, including but not limited to the American’s with Disabilities Act, andFire Life Safety. PERMIT SUBMISSION APPROVAL ONLY URW REPRESENTATIVE DATE wagner.benites 12/20/2022 1 S3.1 2 S3.1 3 S0.3 1 S3.2 TYPTYP LEGEND: NEW LIGHT GAGE STUD FRAMING PER SECTIONS AND DETAILS. STUD ROWS @ 2'-6" MAX, TYPICAL U.N.O. APPROXIMATE EXTENTS OF REQUIRED EXISTING SLAB-ON-GRADE DEMOLITION. COORD FINAL EXTENTS w/ NEW RISER CONFIGURATION PLAN NOTES: 1.CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO BEGINNING CONSTRUCTION. NOTIFY ARCHITECT AND E.O.R. IMMEDIATELY OF ANY DISCREPANCIES. 2.COORDINATE ALL ELEVATIONS AND DIMENSIONS w/ ARCHITECTURAL DRAWINGS. 3.IF WEIGHT OF NEW PROJECTION BOOTH EQUIPMENT RECEIVED EXCEEDS THE WEIGHT SPECIFIED IN THESE DOCUMENTS, THE CONTRACTOR SHALL NOTIFY THE ARCHITECT AND E.O.R. PRIOR TO INSTALLATION. EXISTING SCREEN AND SCREEN FRAME TO REMAIN PER ARCH NEW PROJECTION PORT FRAMING PER TYPICAL DETAILS NEW IMAX LASER CHILLER STACK (MAX WEIGHT = 508 LBS). COORDINATE FINAL LOCATION w/ ARCH / MEP DRAWINGS PROVIDE SEISMIC ANCHORAGE FOR NEW PROJECTION BOOTH EQUIPMENT PER 4/S0.6 NEW IMAX PROJECTOR (MAX WEIGHT = 2,053 LBS) COORDINATE FINAL LOCATION w/ ARCH / MEP DRAWINGS. PROVIDE SEISMIC ANCHORAGE FOR NEW PROJECTION BOOTH EQUIPMENT PER 4/S0.6 HANDRAIL PER ARCH. ATTACH PER TYPICAL DETAILS (TYP) SLOPE SLOPE NEW LIGHT GAGE STUD FRAMING PER SECTIONS AND DETAILS. STUD ROWS @ 2'-6" MAX, TYPICAL U.N.O. FLOOR MOUNTED BARRIER RAIL PER ARCH. ATTACH PER TYPICAL DETAILS (2) NEW AUDIO RACKS (MAX WEIGHT = 695 LBS/EA). COORDINATE FINAL LOCATION w/ ARCH / MEP DRAWINGS PROVIDE SEISMIC ANCHORAGE FOR NEW PROJECTION BOOTH EQUIPMENT PER 4/S0.6 NEW SMS CONTROL CONSOLE (MAX WEIGHT = 172 LBS). COORDINATE FINAL LOCATION w/ ARCH / MEP DRAWINGS BUILD OUT PER ARCH (TYP) (COORD W/ ARCH)EXIST FLOOR MOUNTED BARRIER RAIL PER ARCH. ATTACH PER TYPICAL DETAILS APPROXIMATE EXTENTS OF REQUIRED EXISTING RISER DEMOLITION. COORDINATE FINAL EXTENTS w/ NEW RISER CONFIGURATION. DO NOT DAMAGE EXISTING SLAB-ON-DECK BELOW 4 S3.2 -2' - 6 1/2"-1' - 7 1/4"-8"1' - 0 1/2"1' - 0 1/2"2' - 6"3' - 11 3/4"5' - 5 1/2"6' - 11"8' - 5"9' - 11"11' - 4 3/4"12' - 10 3/4"16' - 10"-2' - 6 1/2" (COORD W/ ARCH) (COORD W/ ARCH)EXIST EXIST EXIST EXIST EXIST EXIST EXIST EXIST EXIST EXIST EXIST EXISTING RAMP TO REMAIN EXISTING RAMP TO REMAIN EXISTING RAMP TO REMAIN 3 S3.2TYP 2 S3.2 2' - 8" 1' - 11" 2 S3.25 S3.2 EXISTING REAR SPEAKER TO REMAIN (TYP) SIDE SPEAKER & FRAME PER 2/S0.5 (TYP) OVERHEAD SPEAKER & FRAME PER 1/S0.5 (TYP) -2' - 4 1/2" -2' - 4 1/2" N E W R AM P PE R AR C H PER ARCH NE W RA MP N E W R A M P P E R A R C H P E R A R C H N E W R A M P Checked By Drawn By Project Number:Copyright 2022c ISSUED FOR: A 1 32 242322212019181716151413121110987654 2 31 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 B C D E F G H J K L M N P Q R Ga s t i n g e r W a l k e r Ar c h i t e c t s | I n t e r i o r D e s i g n e r s | C o n s t r u c t i o n M a n a g e r s 81 7 W y a n d o t t e K a n s a s C i t y M i s s o u r i 6 4 1 0 5 8 1 6 . 4 2 1 . 8 2 0 0 g a s t i n g e r w a l k e r . c o m MEP Structural Copyright © 2022 American Multi-Cinema Inc. (913) 362-9090 phone mail@hbengineerskc.com Lenexa, Kansas 66214 11205 West 79th Street Revision Date Permit Submittal 11/30/2022 C:\Users\dhayward\Documents\P22083 Santa Anita 16 Aud #8 IMAX v2021_dlhayward.rvt S1.1 RISER FRAMING PLAN GLS TDA 2022.162 24 June 2022 AMC Entertainment 11500 Ash Street Leawood, Kansas 66211 888.262.4386 Renovation Santa Anita 16 - Auditorium #8 400 S Baldwin Ave Suite 940-U Arcadia, CA 91007 NORTH1/4" = 1'-0"S1.1 1 AUDITORIUM #8 RISER PLAN 1 1 1 1 1 CITY COMMENT 22 September 2022 Landlord acknowledges Tenant’s intent to expedite permitting by thesubmission of these drawings for Plan Check through the Authorities havingjurisdiction over Tenant’s construction. This acknowledgement by Landlorddoes not constitute an assumption of responsibility by Landlord for theaccuracy or sufficiency of Tenant’s drawings as intended for construction orpermitting, nor act to substitute Landlord’s approval of Tenant’s FinalWorking Drawings. The sole purpose of this stamp is to expedite Tenant’spermitting efforts, and in no way supersedes any provision of Tenant’sLease. It is the responsibility of the Tenant, Tenant’s Consultants, andTenant’s General Contractor to field verify all site conditions to ensure thework represented herein, satisfactorily meets Landlord’s design criteria andthe requirements of all local, state, and Federal building codes, laws, acts,rules, regulations, ordinances, permitting requirements, inspections, andreviews, including but not limited to the American’s with Disabilities Act, andFire Life Safety. PERMIT SUBMISSION APPROVAL ONLY URW REPRESENTATIVE DATE wagner.benites 12/20/2022 LOBBY 0" PROJECTION 16' - 10" S0.3 1 2 S0.3 EXISTING SCREEN AND SCREEN FRAME TO REMAIN PER ARCH NEW PROJECTION PORT FRAMING PER TYPICAL DETAILS EXISTING CEILING TO REMAIN PER ARCH (TYP) FLOOR MOUNTED BARRIER RAIL PER ARCH. ATTACH PER TYPICAL DETAILS EXISTING PROJECTION BOOTH WALL EXISTING AUDITORIUM WALL EXISTING STRUCTURE SHOWN HATCHED EXISTING 6 1/4" SLAB-ON-DECK (F.V.) NEW IMAX PROJECTOR (MAX WEIGHT = 2,053 LBS) COORDINATE FINAL LOCATION w/ ARCH / MEP DRAWINGS. PROJECTOR ATTACHMENT PER PROJECTOR SUPPLIER (RE: 1/S1.1, PLAN NOTE 4) S3.2 2 FLOOR MOUNTED BARRIER RAIL PER ARCH. ATTACH PER TYPICAL DETAILS LIGHT GAGE MEMBERS SHALL BE INSTALLED PLUMB AND VERTICAL (TYP) APPROXIMATE EXTENTS OF REQUIRED EXISTING RISER DEMOLITION. COORDINATE FINAL EXTENTS w/ NEW RISER CONFIGURATION. DO NOT DAMAGE EXISTING SLAB-ON-DECK BELOW 1 1 RISER FRAMING PER SECTIONS AND DETAILS S0.3 4 S3.2 3 EXISTING 6 1/4" SLAB-ON-DECK (F.V.) EXISTING STRUCTURE SHOWN HATCHED NEW SHALLOW CONCRETE BUILD-UP (COORD w/ ARCH) CONCRETE SECTIONS RAMPING UP FROM FEATHER EDGE ARE TO BE CONSTRUCTED WITH 'ARDEX' SD-P UNDERLAYMENT MATERIAL OVER THOROUGHLY CLEANED, SOUND, BARE CONCRETE SURFACE PREPARED WITH 'ARDEX' P51 PRIMER, BOTH INSTALLED IN STRICT ACCORDANCE w/ MANUFACTURER'S INSTRUCTIONS EXISTING STRUCTURE LEVEL CONCRETE RISER SECTIONS ON EXISTING SLOPED SLABS ON GRADE INCLUDING THOSE TAPERING TO FEATHER EDGE ARE TO BE CONSTRUCTED w/ 'ARDEX' K15 SELF-LEVELING UNDERLAYMENT MATERIAL OVER THOROUGHLY CLEANED, SOUND, BARE CONCRETE SURFACE PREPARED w/ 'ARDEX' P51 PRIMER, BOTH INSTALLED IN STRICT ACCORDANCE w/ MANUFACTURER'S INSTRUCTIONS EXISTING SLOPED STRUCTURE 2" MIN 2" MIN EXPANDED POLYSTYRENE GEOFOAM FILL SPECIFICATION: 1.EXPANDED POLYSTYRENE (EPS) GEOFOAM FOR BUILT-UP FLOOR SYSTEMS SHALL CONFORM TO ASTM D6817. EPS GEOFOAM SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 7.3 PSI AT 1% OR 15 PSI AT 10%, AND SHALL HAVE A MAXIMUM FLAME-SPREAD AND SMOKE DEVELOPED INDEXES OF 75 AND 450, RESPECTIVELY, WHERE TESTED WITH A MAXIMUM THICKNESS OF 0'-4" PER ASTM E84. MATERIALS IN EXCESS OF FOUR INCHES MUST ALSO COMPLY WITH FM 4880. 2.PLACE EPS GEOFOAM IN SINGLE LAYER OF THE REQUIRED THICKNESS. INSTALL ALL EPS GEOFOAM & EPOXY ELEMENTS PER MANUFACTURER'S SPECIFICATIONS. 3.USE "INSTA-STIK" ADHESIVE BY DOW CHEMICAL, OR APPROVED EQUAL, TO ADHERE EPS GEOFOAM TO SUBSTRATE. NOTES: 1.AT LOCATIONS WHERE BUILT UP FLOOR THICKNESS IS REQUIRED TO BE GREATER THAN 2" UP TO 4" U.N.O., PROVIDE EPS GEOFOAM INSULATION BENEATH THE CONCRETE TOPPING. REFER TO EPS GEOFOAM SPECIFICATION BELOW FOR ADDITIONAL REQUIREMENTS. 2.CONCRETE SHALL CONTAIN 1.5 LBS / CUBIC YARD OF NATURAL FIBER REINFORCEMENT PER MANUFACTURER'S SPECIFICATION. NOTE: USE THIS DETAIL AT RAMP LOCATIONS ONLY, U.N.O. NEW CONCRETE TOPPING w/ FIBER REINFORCEMENT NEW EPS GEOFOAM FILL NEW CONCRETE TOPPING w/ FIBER REINFORCEMENT NEW EPS GEOFOAM FILL Checked By Drawn By Project Number:Copyright 2022c ISSUED FOR: A 1 32 242322212019181716151413121110987654 2 31 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 B C D E F G H J K L M N P Q R Ga s t i n g e r W a l k e r Ar c h i t e c t s | I n t e r i o r D e s i g n e r s | C o n s t r u c t i o n M a n a g e r s 81 7 W y a n d o t t e K a n s a s C i t y M i s s o u r i 6 4 1 0 5 8 1 6 . 4 2 1 . 8 2 0 0 g a s t i n g e r w a l k e r . c o m MEP Structural Copyright © 2022 American Multi-Cinema Inc. (913) 362-9090 phone mail@hbengineerskc.com Lenexa, Kansas 66214 11205 West 79th Street Revision Date Permit Submittal 11/30/2022 C:\Users\dhayward\Documents\P22083 Santa Anita 16 Aud #8 IMAX v2021_dlhayward.rvt S3.1 SECTIONS & DETAILS GLS TDA 2022.162 24 June 2022 AMC Entertainment 11500 Ash Street Leawood, Kansas 66211 888.262.4386 Renovation Santa Anita 16 - Auditorium #8 400 S Baldwin Ave Suite 940-U Arcadia, CA 91007 1/4" = 1'-0"S3.1 1 SECTION @ RISERS 3/4" = 1'-0"S3.1 2 SECTION @ STAIRS 1 N.T.S.S3.1 3 SHALLOW SLAB-ON-GEOFOAM RAMP DETAIL1 1 CITY COMMENT 22 September 2022 Landlord acknowledges Tenant’s intent to expedite permitting by thesubmission of these drawings for Plan Check through the Authorities havingjurisdiction over Tenant’s construction. This acknowledgement by Landlorddoes not constitute an assumption of responsibility by Landlord for theaccuracy or sufficiency of Tenant’s drawings as intended for construction orpermitting, nor act to substitute Landlord’s approval of Tenant’s FinalWorking Drawings. The sole purpose of this stamp is to expedite Tenant’spermitting efforts, and in no way supersedes any provision of Tenant’sLease. It is the responsibility of the Tenant, Tenant’s Consultants, andTenant’s General Contractor to field verify all site conditions to ensure thework represented herein, satisfactorily meets Landlord’s design criteria andthe requirements of all local, state, and Federal building codes, laws, acts,rules, regulations, ordinances, permitting requirements, inspections, andreviews, including but not limited to the American’s with Disabilities Act, andFire Life Safety. PERMIT SUBMISSION APPROVAL ONLY URW REPRESENTATIVE DATE wagner.benites 12/20/2022 T.O. EXIST STEP 362S162-43 METAL STUDS @ 16" O.C. w/ 362T150-43 CONT T&B TRACKS, ATTACH PER TYPICAL DETAILS EXISTING STRUCTURE SHOWN HATCHED BLOCKING AND TRIM PER ARCH SIMPSON STRONG-TIE MTSM16 STRAP @ EACH STUD. WRAP MTSM STRAP AROUND FRONT OF STUD AS REQ'D, ATTACH TO STUD w/ (4) #10 TEK SELF-DRILLING SCREWS & TO CONCRETE w/ (2) HILTI X-U FASTENERS w/ 1" EMBEDMENT (ESR-2269) T.O. EXIST ELEV PLYWOOD INFILL AS REQ'D TO MATCH ARCH PROFILE. ATTACH TO EXISTING STAIRS w/ #10 TEK SELF-DRILLING SCREW @ 6" O.C. AT EDGE OF PLYWOOD 2'-2" MAX T.O. EXIST ELEV 362S162-43 METAL STUDS @ 16" O.C. w/ 362T150-43 CONT T&B TRACKS, ATTACH PER TYPICAL DETAILS EXISTING STRUCTURE SHOWN HATCHED BLOCKING AND TRIM PER ARCH SIMPSON STRONG-TIE MTSM16 STRAP @ EACH STUD. WRAP MTSM STRAP AROUND FRONT OF STUD AS REQ'D, ATTACH TO STUD w/ (4) #10 TEK SELF-DRILLING SCREWS & TO CONCRETE w/ (2) HILTI X-U FASTENERS w/ 1" EMBEDMENT (ESR-2269) T.O. EXIST ELEV 2'-2" MAX BLOCKING AND TRIM PER ARCH T.O. EXIST ELEV 600S162-43 METAL STUDS @ 16" O.C. w/ 362T150-33 CONT T&B TRACKS, ATTACH PER TYPICAL DETAILS. PROVIDE BUILT-UP DOUBLE STUD COL @ END OF WALL 1/2" DIA HILTI HAS ROD w/ HILTI HY-200 EMBEDED 2 3/4" INTO SLAB-ON-DECK (ESR-3187) EXISTING 6 1/4" SLAB-ON-DECK (F.V.) 2' - 0" MAX STIFFCLIP CL600-118 BY THE STEEL NETWORK w/ (6) #12 TEK SELF-DRILLING SCREWS PATTERN 3 @ EA STUD NEW SHALLOW CONCRETE BUILD-UP (COORD w/ ARCH) T.O. EXIST ELEV BLOCKING AND TRIM PER ARCH EXISTING SHOWN HATCHED T.O. EXIST ELEV (2) #10 TEK SELF DRILLING SCREWS @ EA PASSING STUD (TYP) FINISH PER ARCH 362S162-43 METAL DIAGONAL BRACING STUDS @ EACH PASSING STUD (TYP) SIMPSON STRONG-TIE MTSM16 STRAP @ EACH STUD. WRAP MTSM STRAP AROUND FRONT OF STUD AS REQ'D, ATTACH TO STUD w/ (4) #10 TEK SELF-DRILLING SCREWS AND TO CONCRETE w/ (2) HILTI X-U FASTENERS w/ 1" EMBEDMENT (ESR-2269) 362S162-43 METAL STUDS @ 16" O.C. w/ 362T150-43 CONT T&B TRACKS, ATTACH PER TYPICAL DETAILS (TYP) 2' - 2" MAX T.O. EXIST ELEV 362S162-43 METAL STUDS @ 16" O.C. w/ 362T150-43 CONT T&B TRACKS, ATTACH PER TYPICAL DETAILS BLOCKING AND TRIM PER ARCHSIMPSON STRONG-TIE MTSM16 STRAP @ EACH STUD. WRAP MTSM STRAP AROUND FRONT OF STUD AS REQ'D, ATTACH TO STUD w/ (4) #10 TEK SELF-DRILLING SCREWS & TO CONCRETE w/ (2) HILTI X-U FASTENERS w/ 1" EMBEDMENT (ESR-2269) T.O. EXIST ELEV PLYWOOD INFILL AS REQ'D TO MATCH ARCH PROFILE. ATTACH TO EXISTING STAIRS w/ #10 TEK SELF-DRILLING SCREW @ 6" O.C. AT EDGE OF PLYWOOD EXISTING STRUCTURE SHOWN HATCHED Checked By Drawn By Project Number:Copyright 2022c ISSUED FOR: A 1 32 242322212019181716151413121110987654 2 31 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 B C D E F G H J K L M N P Q R Ga s t i n g e r W a l k e r Ar c h i t e c t s | I n t e r i o r D e s i g n e r s | C o n s t r u c t i o n M a n a g e r s 81 7 W y a n d o t t e K a n s a s C i t y M i s s o u r i 6 4 1 0 5 8 1 6 . 4 2 1 . 8 2 0 0 g a s t i n g e r w a l k e r . c o m MEP Structural Copyright © 2022 American Multi-Cinema Inc. (913) 362-9090 phone mail@hbengineerskc.com Lenexa, Kansas 66214 11205 West 79th Street Revision Date Permit Submittal 11/30/2022 C:\Users\dhayward\Documents\P22083 Santa Anita 16 Aud #8 IMAX v2021_dlhayward.rvt S3.2 SECTIONS & DETAILS GLS TDA 2022.162 24 June 2022 AMC Entertainment 11500 Ash Street Leawood, Kansas 66211 888.262.4386 Renovation Santa Anita 16 - Auditorium #8 400 S Baldwin Ave Suite 940-U Arcadia, CA 91007 3/4" = 1'-0"S3.2 1 SIDEWALL DETAIL @ EXISTING STAIR 3/4" = 1'-0"S3.2 2 SECTION @ GUARD WALL 3/4" = 1'-0"S3.2 3 SECTION @ FRONT GUARD WALL 3/4" = 1'-0"S3.2 4 SECTION @ OVERBUILD S3.2 6 NOT USED S3.2 7 NOT USED S3.2 8 NOT USED S3.2 9 NOT USED S3.2 10 NOT USED S3.2 11 NOT USED S3.2 12 NOT USED S3.2 13 NOT USED S3.2 14 NOT USED S3.2 15 NOT USED S3.2 16 NOT USED 3/4" = 1'-0"S3.2 5 SECTION @ SIDE WALL 1 1 1 1 1 1 CITY COMMENT 22 September 2022 Landlord acknowledges Tenant’s intent to expedite permitting by thesubmission of these drawings for Plan Check through the Authorities havingjurisdiction over Tenant’s construction. This acknowledgement by Landlorddoes not constitute an assumption of responsibility by Landlord for theaccuracy or sufficiency of Tenant’s drawings as intended for construction orpermitting, nor act to substitute Landlord’s approval of Tenant’s FinalWorking Drawings. The sole purpose of this stamp is to expedite Tenant’spermitting efforts, and in no way supersedes any provision of Tenant’sLease. It is the responsibility of the Tenant, Tenant’s Consultants, andTenant’s General Contractor to field verify all site conditions to ensure thework represented herein, satisfactorily meets Landlord’s design criteria andthe requirements of all local, state, and Federal building codes, laws, acts,rules, regulations, ordinances, permitting requirements, inspections, andreviews, including but not limited to the American’s with Disabilities Act, andFire Life Safety. PERMIT SUBMISSION APPROVAL ONLY URW REPRESENTATIVE DATE wagner.benites 12/20/2022 Checked By Drawn By BJS Project Number:Copyright 2022c ISSUED FOR: A 1 32 242322212019181716151413121110987654 2 31 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 B C D E F G H J K L M N P Q R Ga s t i n g e r W a l k e r Ar c h i t e c t s | I n t e r i o r D e s i g n e r s | C o n s t r u c t i o n M a n a g e r s 81 7 W y a n d o t t e K a n s a s C i t y M i s s o u r i 6 4 1 0 5 8 1 6 . 4 2 1 . 8 2 0 0 g a s t i n g e r w a l k e r . c o m AMC Entertainment 11500 Ash Street Leawood, KS 66211 888.262.4386 2022.162 Permit Submittal 24 June 2022 Santa Anita 16 - Auditorium #8 400 S Baldwin Ave Suite 940-U, Arcadia, CA 91007 MEP Structural Copyright ©2022 American Multi-Cinema Inc. Renovation Revision Date 6 7 1 7 S h a w n e e M i s s i o n P k w y Suite 100, Overland Park, KS 66202 P: (913) 831-1262, F: (913) 831-0148 w w w .p m a e n g i n e e r i n g .c o m P M A E n g i n e e r i n g , c 2 0 2 2 EngineeringPM A l 1 5 9 0 2 M i d l a n d D r i v e S h a w n e e , K a n sa s 6 6 2 1 7 913.362.9090 | mail@h-be.com H&B Project Nu mb er : 2210085 © Hoss & Brown Engineers 2022 Professional Certification: I, Matt Murrell, certify that these documents were prepared or approved by me and that I am a duly licensed mechanical engineer under the laws of the State of California, license number M39359, expiration date 3/31/2023 Professional Certification: I, Casey Steiner, certify that these documents were prepared or approved by me and that I am a duly licensed electrical engineer under the laws of the State of California, license number E20777, expiration date 6/30/2024 City Comment 22 September 20221 City Comment 2 December 20222 CJS SYMBOLS LEGEND & SPECIFICATIONS ME1 GENERAL MEP REQUIREMENTS 1.Provide all seismic supports, restraints, accessories and options for equipment as required by code. Code required design of mep seismic supports shall be provided by contractor. 2.All equipment and items shall be provided per Title 24 requirements. 3.The contract includes all labor, material, and equipment required for the complete systems as shown and specified. Provide all devices and accessories as necessary for complete and working systems. 4.The contractors shall become familiar with the work of all other trades and shall fully coordinate their work prior to ordering equipment or installation of systems. 5.The materials, products and equipment described in these specifications or on the drawings establish a standard of required function, dimension, appearance, and quality to be met by any proposed substitution. Listing of these manufacturers shall in no way be construed as a device intended to limit the bidders to those specifically listed. 6.Reference to any article, device, product, material, fixture, form or type of construction by name, make, or catalog number, shall be interpreted as having established a standard of quality and shall not be construed as limiting competition. Articles, fixtures, etc. of equal quality by manufacturers listed in this specification for the applicable use, shall be acceptable, subject to performance, spatial, structural, and electrical constraints of the project design. The Engineer reserves last opinion as to a product's equality or superiority to that specified. 7.Shop drawings shall be submitted in PDF form and for all equipment and major materials supplied and shall include: manufacturer, model number, materials, and miscellaneous data as required to describe the equipment; capacity, voltage, phase, ampacity, and other miscellaneous data to quantify the size of the equipment; dimensional drawings showing layout, connection points, and detailed layout of components; electrical full load amps and minimum circuit ampacities; and other pertinent information needed for complete review by the engineer. Conspicuously mark on each submittal the exact model, fittings, accessories, and devices to be supplied. When a schedule is shown on the drawings or in the specifications, provide a copy of that schedule with the submittal. Contractor shall check all shop drawings to verify that they meet the requirements of the drawings and specifications before forwarding to the architect and engineer. All shop drawings submitted shall bear the stamp of the contractor to show that they have been reviewed in detail. No work shall be fabricated and no equipment ordered until the architect and engineer have returned acceptable reviewed shop drawings. 8.Before project close-out, submit installation, operating, maintenance instructions, and parts lists for equipment provided in PDF format. Include in the manual a list of service organizations capable of rendering service for each piece of equipment. Keep in a safe place all keys, wrenches, and other specialty tools furnished with equipment. Present to owner at project close-out and receive a receipt showing the Owner has received the same. 9.Locations of equipment, piping, and other work are indicated diagrammatically on the drawings. Each contractor shall coordinate exact locations subject to structural conditions, work of other contractors, access requirements, and the approval of the architect and engineer. 10.Drawings and specifications indicate minimum construction standards, but should any work indicated be sub-standard, to any ordinances, laws, codes, rules, or regulations bearing on work, the contractor shall execute work in accordance with such without increased cost to the owner, but not until he has referred such variances to the engineer. 11.The contractors shall secure and pay for the necessary permits and certificates of inspection for their trade. Keep record of all permits and inspections and submit two copies to the engineer with request for final inspection. 12.This contractor shall warrant that the complete systems installed under this contract shall be free of defects in workmanship and materials for a period of one (1) year from the date of substantial completion by the arch/owner. If defects occur during the one year guarantee period, this contractor shall repair or replace such defects at no expense to the owner and to the satisfaction of the owner and engineer. 13.Provide 3-1/2” concrete bases for all floor mounted equipment unless shown or noted otherwise. Provide 6x6 welded wire fabric reinforcing minimum or as required by the structural engineer. 14.Adequately protect equipment from damage after delivery to the jobsite. Cover with heavy polyethylene plastic. Elevate equipment when there is danger of water damage. Equipment damaged will be rejected. 15.Any scratches to factory finishes shall be touched up using factory supplied paint before final acceptance. If extensive damage to factory finishes has occurred, equipment panels shall be replaced to the satisfaction of the engineer. If rust has formed, remove as recommended by the manufacturer prior to touch-up. 16.Install all equipment in strict accordance with the manufacturer's recommendations and the shop drawings reviewed by the Engineer. The complete installation shall function as designed and intended with respect to efficiency, capacity, and noise level, etc. Any abnormal noise caused by rattling equipment, conduit, or fixtures will not be acceptable. 17.Contractor shall perform initial start-up of systems and shall provide necessary supervision and labor to make the first seasonal change-over of systems. Owner's operating personnel shall be present during this operation. 18.It is the contractor's responsibility to provide materials and trim which fit properly the types of ceiling, wall, or floor finishes actually installed. Model numbers in specifications or shown on drawings are not intended to designate the required trim. 19.Contractor shall provide all miscellaneous steel, etc., for the proper installation of the systems specified and/or indicated on the plans. Any item connecting to building structure shall be done in a manner accepted by the structural engineer. When bar joists are used for steel construction, items shall be supported from angle iron spanning the top chord of the joists. 20.Periodically during construction and prior to Owner acceptance of the building, Contractor shall remove from the premises and dispose of all packing material and debris. 21.Before submitting his or her bid, the Contractor shall visit the actual location of the job and shall fully understand the scope of the work to be done and the conditions under which it is to be performed. In no case shall additional compensation be granted when existing conditions could reasonably be determined. 22.Any work that will affect the building occupants in any way shall be coordinated with owner/tenant. Such work shall be performed in a satisfactory manner to those affected. 23.The Contractor shall closely coordinate all utility downtime with the Owner and Architect giving a minimum fourteen (14) day notice prior to downtime. Downtimes are to be held to a minimum duration with the Owner being notified as to the extent of said downtime. Any work that will affect the building occupants in any way shall be coordinated with that tenant. Such work shall be performed in a satisfactory manner to those affected. 24.The Electrical Contractor shall provide all conduit and wiring and shall connect complete and ready for operation all electrical motors and equipment in the other contracts. The other contractors shall furnish to the Electrical Contractor all switches, electrical controls, and other accessories required. Installation of all motors, equipment, etc., shall be made by the Contractor furnishing the equipment, unless otherwise indicated. 25.Unless integral to the equipment supplied or noted otherwise, the Electrical Contractor shall provide disconnect switches, motor starters, and variable frequency drives as required by code and/or as shown on the drawings. The contractors responsible for installing the associated equipment shall coordinate with the Electrical Contractor to ensure devices of the proper size are furnished. Further, the other trades shall furnish all electric control items needed to the Electrical Contractor for installation and connection. 26.The contractor shall provide openings and chases, cutting and patching, excavation and backfilling, and pipe sleeves as needed for proper execution of the work. 27.Sleeves are required in all penetrations through new exterior walls, masonry walls, floors and fire rated gypboard walls. Sleeves shall be either Schedule 5 steel pipe, EMT conduit, field fabricated from minimum 16 gauge steel with 2" overlap at the seam, or as required by UL listed fire-stopping system. Sleeves will not be required in existing wall penetrations of masonry construction when such openings are made by "core-drilling.” Space between sleeves and pipe in outside walls shall be sealed using link seals. Space between sleeves and pipe in other wall construction shall be the diameter necessary to provide the clearance required by the UL listed fire stopping method chosen by the contractor. Provide metal collars per CPC 312.12.2. 28.Provide fire stopping to maintain the fire rating of walls, floors, ceilings, or other building component. Fire stopping shall be composed of components that are compatible with each other, the substrates forming openings, and the items, if any, penetrating the fire stopping under conditions of service and application, as demonstrated by the fire stopping manufacturer based on testing and field experience. Firestop system installation must meet requirements of ASTM E-814, UL Standard 1479 or UL Standard 2079 tested assemblies that provide a fire rating equal to that of construction being penetrated. HVAC REQUIREMENTS 1.Provide all equipment as shown or noted on the plans. Provide all accessories, controls, or other items as necessary for complete and operating systems. All equipment shall be labeled, bearing designation as shown on the drawings. Labels shall be engraved, white on black laminated plastic plates. 2.All temporary valves, dampers, disconnects, etc. not indicated, but required by phasing, shall be included in the base bid. 3.Provide canvas connections for all duct systems at fan or unit connections. 4.All ductwork sizes shown on the drawings represent free area. Adjust sheetmetal sizes accordingly to accommodate insulation. 5.All rectangular outdoor air intake ducts, exhaust ducts, mixed air ducts, return air ducts, boots/transfers, and low pressure supply ducts, shall be wrapped with Certain-Teed, SoftTouch, type 75, 0.75 pcf, 3" thick with K=0.29 based on 75° F mean temperature. All insulation shall confrom to the 2013 California Mechanical Code section 604. Liner shall be installed according to the latest SMACNA duct liner application standard. 6.Provide all sheet metal work as specified and indicated on the drawings. All duct construction, gauges, methods of construction, and methods for hanging and supporting shall conform to SMACNA "HVAC Duct Construction Standards” and all applicable codes. 7.Low pressure ducts shall conform to SMACNA Tables 1-5 (2" w.g.) and Tables 1-10 through 1-13. Additional reinforcing shall be installed where necessary to eliminate excessive movement and vibration. All rectangular branch takeoffs in supply ductwork shall be the 45° entry design with a manual damper. Low pressure round ducts 10” and smaller in diameter shall be constructed per SMACNA Table 3-2, 2" w.g. Low pressure round ducts 12” and larger in diameter, and all exposed round ducts, shall be of spiral construction. 8.Flexible ductwork is acceptable where indicated in low pressure ductwork and shall be Flexmaster Type 8M, or approved equal, UL-181 Class I air duct, insulated, flexible duct with manufacturer's minimum working pressure rating of 6" W.G. The use of flexible duct run shall be limited to 6' on any single duct run. INSTALL FLEXIBLE DUCT AS STRAIGHT AS POSSIBLE WITHOUT SAGGING. MAKE BENDS WITH MAXIMUM RADIUS POSSIBLE. 9.Provide double vane style turning vanes in all elbows of rectangular ducts except in kitchen hood exhaust. 10.Fire dampers, combination fire/smoke dampers, and smoke dampers shall be provided as required per code and where shown on the drawings. Dampers shall be in full compliance with local codes. Provide access doors for access to dampers 11.All piping shall be concealed in walls, below floors, or above ceilings unless indicated otherwise or shown running through areas with exposed structure. Pipe shall be installed parallel or perpendicular to building surfaces. 12.Before testing begins, the contractor shall: clean ductwork, coils, fans, etc. in the air system to remove all construction dust and debris; provide new air filters; start, lubricate and balance all fans; lubricate all motors and bearings; check belt tension; check motor rotation; clean all strainers; verify water has been treated and cleaned; set automatic fill valves for required system pressure; check expansion tanks to determine that they are not air bound and that the system is completely full of water; check air vents at high points of systems and determine if all are installed and operating freely (automatic type) or bleed air completely (manual type); check operation of automatic bypass valves; check and set operating temperatures of chillers to design requirements. 13.The contractor shall procure the services of a balancing and testing agency which will balance in compliance with the National Environmental Balancing Bureau. Air and water flows shall be balanced to within plus or minus 10% of design requirements. The final report shall be submitted to the Engineer for review. Piping systems shall be pressure tested at a minimum of twice the expected system capacity or a maximum of the pressure rating of the system components. 14.During testing and balancing, the contractor shall change or adjust pulleys as required to give proper fan RPM. 15.During construction, contractor shall cover all duct openings to prevent the spread of dust and debris. ELECTRICAL REQUIREMENTS 1.The Electrical Contractor shall provide all conduit and wiring and shall connect complete and ready for operation all electrical motors and equipment for other trades as shown on the drawings and as required for complete and operating systems. 2.Projector and Rack: The owner will provide the projector and rack and the Electrical Contractor shall make all required electrical connections. 3.Single Phase Exhaust Fans: The MC shall provide the single phase exhaust fans with disconnecting means. The Electrical Contractor shall provide the line voltage thermostat as may be indicated. The Electrical Contractor shall make all required electrical connections. 4.Fire Alarm: The fire alarm supplier/contractor shall provide all low voltage control wiring. The EC shall provide indicated 120 volt power supplies and connections. The EC shall provide all rough-in boxes and conduits for devices as indicated under the direct supervision of the Fire Alarm Contractor. Coordinate all requirements with the Fire Alarm Contractor. The fire alarm work is in this contract. 5.Security System: The security system supplier/contractor will provide all low voltage control wiring. The EC shall provide indicated 120 volt power supplies and connections. The EC shall provide all rough-in boxes and conduits for devices as indicated under the direct supervision of the Security Contractor. Coordinate all requirements with the Security Contractor. 6.Provide the wire as specified and the circuiting as shown on the drawings. All power wires and cables #10 awg and smaller shall be annealed soft copper, solid construction, code type THWN or THHN. All power wires and cables #8 awg and larger shall be annealed soft copper, compressed strand construction, code type THWN-2 or THHN. Minimum conductor #12 in E.M.T. 7.Color coding for 120/208 volt systems shall be Black/Blue/Red for phase conductors, White for neutral and green for grounding conductors. Color coding for 277/480 volt systems shall be Brown/Orange/Yellow for phase conductors, Grey/White for neutral and green for grounding conductors. 8.All interior conduit shall be E.M.T. Provide setscrew couplings and fittings for NEMA 1 installations and compression couplings and fittings for NEMA 3R installations as a minimum. All conduit shall be run parallel or perpendicular to the building surfaces. All conduit shall be concealed in walls. Overhead conduit shall be concealed except in rooms without ceilings. 9.At the Contractor's option all interior branch circuits (except those in the projector booth) may be type MC cable with listed fittings and couplers in lieu of EMT conduit and conductors. All homeruns to panels will be made with EMT conduit (no MC connections to panel cans). Color coding shall be maintained. 10.Each 120 volt outlet circuit shall be provided with dedicated neutral conductors. Three phase, four wire homeruns of 120 volt branch circuits will not be accepted. 11.Each light fixture shall be provided with a dedicated fixture whip from a junction box. The practice of 'daisy-chaining' from fixture to fixture will not be accepted. Multiple fixture whips from a single box is acceptable. 12.Provide conduits and raceways; electrical pull, junction and device boxes as specified and shown on the drawings, as well as those required for a complete and code acceptable installation. 13.The Electrical Contractor shall provide rough-in boxes and ½”conduit for thermostats under the supervision of the temperature controls installation contractor. 14.Provide engraved, white on black, laminated plastic plate, mechanically affixed labels on all panels, transformers, safety switches, motor starter, etc. Where panels, etc., occur in finished rooms, label shall be on inside of the door. Labels shall match designation indicated on the plans. 15.Provide 20 amp, heavy duty commercial wiring devices as shown on the drawings. Device and coverplate colors shall be as directed by the architect. Coverplates shall be stainless steel or nylon and match the existing devices in the area. Ground fault interrupter receptacles shall be provided in all locations as required in Section 210.8 of the latest adopted version of the NEC. Tamper resistant receptacles shall be provided at all locations as required by the latest adopted version of the NEC. 16.Provide heavy-duty safety switches as indicated on the plans and as specified. Provide the appropriate NEMA enclosure rating for the installation location. All safety switches shall be NEMA Type HD and UL listed. Provide fusible devices as shown on the drawings. 17.Provide light fixtures as specified. Material, equipment or services necessary to complete the installation of these fixtures, but not specifically mentioned shall be furnished as though specified. 18.Lamps shall be provided by the electrical contractor with sizes as indicated on the drawings. Lamps shall be as manufactured by Philips, Sylvania, or General Electric. Incandescent and halogen lamps shall be rated at 130 volts. Fluorescent lamps shall match existing color temperature and a minimum of CRI of 85. Metal halide lamps shall be pulse start metal halide rated at 4000 K color temperature and a minimum CRI of 62. 19.Fluorescent fixtures shall be furnished with Osram Quicktronic, or equal, Octron compatible ballasts. 20.Emergency fluorescent fixtures shall be provided with battery backup ballast to illuminate 1 lamp for 90 minutes at level of 1350 lumens. Ballasts shall be cold-weather rated when installed outside the building insulation. 21.Properly support and align all fixtures and provide all necessary steel shapes for support of the fixtures. Fixtures recessed in ceilings shall be securely connected to the ceiling. For fixtures weighing less than 56 pounds, provide a minimum of two (2) 12 gauge wires which are connected to the structure above. Fixtures weighing more than 56 pounds shall be supported directly from the structure above. 22.Verify all ceiling systems and coordinate fixture type and accessories prior to ordering fixtures. Coordinate and cooperate with ceiling installer in regards to the location and installation of light fixtures. 23.All wall mounted fixtures shall be coordinated with the architectural features of the building. Where specific elevations or dimensions are not indicated, verify the correct location with the Architect prior to beginning any work. 24.At the time of substantial completion, aim all track lights, flood lights, spot lights, etc per the Architect's direction. Provide all scaffolds, lifts etc as required. 25.Verify and match fault current capacity of all new circuit breakers specified in existing panels. 26.Conduit/EMT a.All home run circuits shall be installed in conduit from the electrical panelboard to the room/area served by the circuit. b.All home run circuits shall terminate in a homerun junction box located within the room/area served. c.All homerun junction boxes shall be installed in accessible locations. In all finished areas of the building, home run junction boxes shall not be installed in visible locations. 27.Where MC cable is permitted: a.MC cable is permitted downstream of home run junction boxes. b.MC cable shall be installed in straight horizontal and vertical runs at right angles to walls, ceilings and floors. No diagonal runs. c.MC cable shall be properly secured and supported in walls or from the structure above and routed in a neat and orderly manner. d.MC cable may be installed concealed in walls. e.MC cable may be used for short whips (intent is 6 feet or less) above suspended ceiling systems from junction boxes to individual fixtures. MC cable shall be concealed by suspended ceiling systems. f.Where MC cable exits a wall, the junction box shall not be located more than 24” from the point where the MC cable exits a wall. The intent is for conduit to be installed in the space above suspended ceilings. g.MC cable may be installed inside millwork and in areas where rigid or EMT conduit physically cannot be installed. 28.Where MC cable is not allowed: a.Do not install MC cable where it is visible, including all public areas, hallways, corridors, overhead in exposed ceiling areas, electrical rooms and projection platforms. b.Do not install MC cable unsupported or resting on top of a suspended ceiling system. c.Do not install MC cable on underside of metal roof deck where roof fasteners may puncture MC cable. d.Do not install MC cable in wet locations. e.Do not install MC cable directly into electrical panelboards. f.Excess MC cable shall not be coiled up inside walls or ceilings. g.Do not install MC cable for speaker cables or seat transducers. h.Do not install MC cable downstream of auditorium aisle lighting transformers. 29.Fan starters, VFD's, and control devices shall be installed at floor level and be easily serviced without the need of a ladder. 30.Where permissible by local codes, ENT conduit is permitted for the seat transducer conduit below the auditorium risers in lieu of EMT conduit. FIRE PROTECTION 1.Adjust head locations and add heads as needed to completely cover the renovated spaces. Alter fire protection system as required by new work. 2.Provide fire protection system complete, per applicable codes, per NFPA, and per requirements of authorities having jurisdiction. 3.Include all piping offsets, fittings, drains, valves, supports, heads, etc. as required for a complete operable system. 4.Sprinkler heads in Portal shall be flat concealer type. Concealer color to be RAL #9011, Graphite Black. 5.Sprinkler heads shall be recessed for areas with finished ceilings. Sprinkler head's finish shall match ceiling. Sprinkler heads shall be rough brass for areas with exposed structure. Sprinkler heads in ceilings, unless functionally impossible, shall be centered with and between rows of light fixtures. Sprinkler heads in machine rooms shall be 212°F temperature activated. 6.Piping in areas having finished ceilings shall be concealed. Sprinkler piping 2-1/2" and larger may be schedule 10 black steel. Sprinkler piping 2" and smaller shall be schedule 40 black steel. Minimum pipe size shall be 1". 7.The system shall be designed by a licensed fire protection engineer and installed by a licensed sprinkler contractor. Submit signed and sealed drawings to city as required. Pay any permit fees. 8.Coordinate all scheduling and work with other trades so as to prevent conflicts, and to ensure orderly progress of the work, with a minimum of delays. Where sprinkler piping is installed without coordinating with other trades and conflicts occur, sprinkler piping shall be relocated as required at no additional cost to the owner to resolve the conflicts. 9.Where piping passes through walls, floors, ceilings, or other building construction, sleeves must be used. Where exposed piping passes through finish work, chrome plated or other finish acceptable to the architect, split wall plates or escutcheons shall be installed to fit snugly around the piping. Where finish is not a problem suitable plates shall be provided at each hole to assure effectiveness of construction as a fire stop. 10.Seal all fire protection floor, wall and roof penetrations watertight and weathertight. Caulk around fire protection penetrations with 3M CP-25 fire barrier caulk (thickness as required and recommended by manufacturer) to maintain fire resistance rating of fire-rated assemblies. Landlord acknowledges Tenant’s intent to expedite permitting by thesubmission of these drawings for Plan Check through the Authorities havingjurisdiction over Tenant’s construction. This acknowledgement by Landlorddoes not constitute an assumption of responsibility by Landlord for theaccuracy or sufficiency of Tenant’s drawings as intended for construction orpermitting, nor act to substitute Landlord’s approval of Tenant’s FinalWorking Drawings. The sole purpose of this stamp is to expedite Tenant’spermitting efforts, and in no way supersedes any provision of Tenant’sLease. It is the responsibility of the Tenant, Tenant’s Consultants, andTenant’s General Contractor to field verify all site conditions to ensure thework represented herein, satisfactorily meets Landlord’s design criteria andthe requirements of all local, state, and Federal building codes, laws, acts,rules, regulations, ordinances, permitting requirements, inspections, andreviews, including but not limited to the American’s with Disabilities Act, andFire Life Safety. PERMIT SUBMISSION APPROVAL ONLY URW REPRESENTATIVE DATE wagner.benites 12/20/2022 M0.1 MECHANICAL CODES CJS Checked By Drawn By BJS Project Number:Copyright 2022c ISSUED FOR: A 1 32 242322212019181716151413121110987654 2 31 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 B C D E F G H J K L M N P Q R Ga s t i n g e r W a l k e r Ar c h i t e c t s | I n t e r i o r D e s i g n e r s | C o n s t r u c t i o n M a n a g e r s 81 7 W y a n d o t t e K a n s a s C i t y M i s s o u r i 6 4 1 0 5 8 1 6 . 4 2 1 . 8 2 0 0 g a s t i n g e r w a l k e r . c o m AMC Entertainment 11500 Ash Street Leawood, KS 66211 888.262.4386 2022.162 Permit Submittal 24 June 2022 Santa Anita 16 - Auditorium #8 400 S Baldwin Ave Suite 940-U, Arcadia, CA 91007 MEP Structural Copyright ©2022 American Multi-Cinema Inc. Renovation Revision Date 6 7 1 7 S h a w n e e M i s s i o n P k w y Suite 100, Overland Park, KS 66202 P: (913) 831-1262, F: (913) 831-0148 w w w .p m a e n g i n e e r i n g .c o m P M A E n g i n e e r i n g , c 2 0 2 2 EngineeringPM A l 1 5 9 0 2 M i d l a n d D r i v e S h a w n e e , K a n sa s 6 6 2 1 7 913.362.9090 | mail@h-be.com H&B Project Nu mb er : 2210085 © Hoss & Brown Engineers 2022 Professional Certification: I, Matt Murrell, certify that these documents were prepared or approved by me and that I am a duly licensed mechanical engineer under the laws of the State of California, license number M39359, expiration date 3/31/2023 City Comment 22 September 20221 City Comment 2 December 20222 Landlord acknowledges Tenant’s intent to expedite permitting by thesubmission of these drawings for Plan Check through the Authorities havingjurisdiction over Tenant’s construction. This acknowledgement by Landlorddoes not constitute an assumption of responsibility by Landlord for theaccuracy or sufficiency of Tenant’s drawings as intended for construction orpermitting, nor act to substitute Landlord’s approval of Tenant’s FinalWorking Drawings. The sole purpose of this stamp is to expedite Tenant’spermitting efforts, and in no way supersedes any provision of Tenant’sLease. It is the responsibility of the Tenant, Tenant’s Consultants, andTenant’s General Contractor to field verify all site conditions to ensure thework represented herein, satisfactorily meets Landlord’s design criteria andthe requirements of all local, state, and Federal building codes, laws, acts,rules, regulations, ordinances, permitting requirements, inspections, andreviews, including but not limited to the American’s with Disabilities Act, andFire Life Safety. PERMIT SUBMISSION APPROVAL ONLY URW REPRESENTATIVE DATE wagner.benites 12/20/2022 M0.2 MECHANICAL CODES CJS Checked By Drawn By BJS Project Number:Copyright 2022c ISSUED FOR: A 1 32 242322212019181716151413121110987654 2 31 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 B C D E F G H J K L M N P Q R Ga s t i n g e r W a l k e r Ar c h i t e c t s | I n t e r i o r D e s i g n e r s | C o n s t r u c t i o n M a n a g e r s 81 7 W y a n d o t t e K a n s a s C i t y M i s s o u r i 6 4 1 0 5 8 1 6 . 4 2 1 . 8 2 0 0 g a s t i n g e r w a l k e r . c o m AMC Entertainment 11500 Ash Street Leawood, KS 66211 888.262.4386 2022.162 Permit Submittal 24 June 2022 Santa Anita 16 - Auditorium #8 400 S Baldwin Ave Suite 940-U, Arcadia, CA 91007 MEP Structural Copyright ©2022 American Multi-Cinema Inc. Renovation Revision Date 6 7 1 7 S h a w n e e M i s s i o n P k w y Suite 100, Overland Park, KS 66202 P: (913) 831-1262, F: (913) 831-0148 w w w .p m a e n g i n e e r i n g .c o m P M A E n g i n e e r i n g , c 2 0 2 2 EngineeringPM A l 1 5 9 0 2 M i d l a n d D r i v e S h a w n e e , K a n sa s 6 6 2 1 7 913.362.9090 | mail@h-be.com H&B Project Nu mb er : 2210085 © Hoss & Brown Engineers 2022 Professional Certification: I, Matt Murrell, certify that these documents were prepared or approved by me and that I am a duly licensed mechanical engineer under the laws of the State of California, license number M39359, expiration date 3/31/2023 City Comment 22 September 20221 City Comment 2 December 20222 Landlord acknowledges Tenant’s intent to expedite permitting by thesubmission of these drawings for Plan Check through the Authorities havingjurisdiction over Tenant’s construction. This acknowledgement by Landlorddoes not constitute an assumption of responsibility by Landlord for theaccuracy or sufficiency of Tenant’s drawings as intended for construction orpermitting, nor act to substitute Landlord’s approval of Tenant’s FinalWorking Drawings. The sole purpose of this stamp is to expedite Tenant’spermitting efforts, and in no way supersedes any provision of Tenant’sLease. It is the responsibility of the Tenant, Tenant’s Consultants, andTenant’s General Contractor to field verify all site conditions to ensure thework represented herein, satisfactorily meets Landlord’s design criteria andthe requirements of all local, state, and Federal building codes, laws, acts,rules, regulations, ordinances, permitting requirements, inspections, andreviews, including but not limited to the American’s with Disabilities Act, andFire Life Safety. PERMIT SUBMISSION APPROVAL ONLY URW REPRESENTATIVE DATE wagner.benites 12/20/2022 Checked By Drawn By BJS Project Number:Copyright 2022c ISSUED FOR: A 1 32 242322212019181716151413121110987654 2 31 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 B C D E F G H J K L M N P Q R Ga s t i n g e r W a l k e r Ar c h i t e c t s | I n t e r i o r D e s i g n e r s | C o n s t r u c t i o n M a n a g e r s 81 7 W y a n d o t t e K a n s a s C i t y M i s s o u r i 6 4 1 0 5 8 1 6 . 4 2 1 . 8 2 0 0 g a s t i n g e r w a l k e r . c o m AMC Entertainment 11500 Ash Street Leawood, KS 66211 888.262.4386 2022.162 Permit Submittal 24 June 2022 Santa Anita 16 - Auditorium #8 400 S Baldwin Ave Suite 940-U, Arcadia, CA 91007 MEP Structural Copyright ©2022 American Multi-Cinema Inc. Renovation Revision Date 67 1 7 S h a w n e e M i s s i o n P k w y Suite 100, Overland Park, KS 66202 P: (913) 831-1262, F: (913) 831-0148 w w w .p m a e n g i n e e r i n g .c o m P M A E n g i n e e r i n g , c 2 0 2 2 EngineeringPM A l 1 5 9 0 2 M i d l a n d D r i v e S h aw n e e , K a n s a s 66 2 1 7 913.362.9090 | mail@h-be.com H &B P r oj ect Number : 22 10 085 © Hoss & Brown Engineers 2022 Professional Certification: I, Matt Murrell, certify that these documents were prepared or approved by me and that I am a duly licensed mechanical engineer under the laws of the State of California, license number M39359, expiration date 3/31/2023 City Comment 22 September 20221 City Comment 2 December 20222 CJS IMAX BOOTH MECHANICAL PLANS M1 Scale: Roof Exhaust Fan Detail5Not to Scale Scale: Booth New Work Mechanical Plan11/4" = 1'-0"Scale: Booth Demo Work Mechanical Plan21/4" = 1'-0" N N Scale: Projector Heat Rejection Equipment Duct Connection Detail3Not To Scale Auditorium #8 IMAX Projection Equipment Room --- Auditorium #8 IMAX Projection Equipment Room --- Scale: Auditorium Demo and New Work Mechanical Plan41/4" = 1'-0"N Projection Equipment Room Auditorium #8 IMAX Landlord acknowledges Tenant’s intent to expedite permitting by thesubmission of these drawings for Plan Check through the Authorities havingjurisdiction over Tenant’s construction. This acknowledgement by Landlorddoes not constitute an assumption of responsibility by Landlord for theaccuracy or sufficiency of Tenant’s drawings as intended for construction orpermitting, nor act to substitute Landlord’s approval of Tenant’s FinalWorking Drawings. The sole purpose of this stamp is to expedite Tenant’spermitting efforts, and in no way supersedes any provision of Tenant’sLease. It is the responsibility of the Tenant, Tenant’s Consultants, andTenant’s General Contractor to field verify all site conditions to ensure thework represented herein, satisfactorily meets Landlord’s design criteria andthe requirements of all local, state, and Federal building codes, laws, acts,rules, regulations, ordinances, permitting requirements, inspections, andreviews, including but not limited to the American’s with Disabilities Act, andFire Life Safety. PERMIT SUBMISSION APPROVAL ONLY URW REPRESENTATIVE DATE wagner.benites 12/20/2022 Checked By Drawn By BJS Project Number:Copyright 2022c ISSUED FOR: A 1 32 242322212019181716151413121110987654 2 31 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 B C D E F G H J K L M N P Q R Ga s t i n g e r W a l k e r Ar c h i t e c t s | I n t e r i o r D e s i g n e r s | C o n s t r u c t i o n M a n a g e r s 81 7 W y a n d o t t e K a n s a s C i t y M i s s o u r i 6 4 1 0 5 8 1 6 . 4 2 1 . 8 2 0 0 g a s t i n g e r w a l k e r . c o m AMC Entertainment 11500 Ash Street Leawood, KS 66211 888.262.4386 2022.162 Permit Submittal 24 June 2022 Santa Anita 16 - Auditorium #8 400 S Baldwin Ave Suite 940-U, Arcadia, CA 91007 MEP Structural Copyright ©2022 American Multi-Cinema Inc. Renovation Revision Date 67 1 7 S h a w n e e M i s s i o n P k w y Suite 100, Overland Park, KS 66202 P: (913) 831-1262, F: (913) 831-0148 w w w .p m a e n g i n e e r i n g .c o m P M A E n g i n e e r i n g , c 2 0 2 2 EngineeringPM A l 1 5 9 0 2 M i d l a n d D r i v e S h aw n e e , K a n s a s 66 2 1 7 913.362.9090 | mail@h-be.com H &B P r oj ect Number : 22 10 085 © Hoss & Brown Engineers 2022 Professional Certification: I, Matt Murrell, certify that these documents were prepared or approved by me and that I am a duly licensed mechanical engineer under the laws of the State of California, license number M39359, expiration date 3/31/2023 City Comment 22 September 20221 City Comment 2 December 20222 CJS ROOF MECHANICAL PLAN M2 Scale: Roof Mechanical Plan21/8" = 1'-0" N Scale: Roof Keyplan Not to Scale N Landlord acknowledges Tenant’s intent to expedite permitting by thesubmission of these drawings for Plan Check through the Authorities havingjurisdiction over Tenant’s construction. This acknowledgement by Landlorddoes not constitute an assumption of responsibility by Landlord for theaccuracy or sufficiency of Tenant’s drawings as intended for construction orpermitting, nor act to substitute Landlord’s approval of Tenant’s FinalWorking Drawings. The sole purpose of this stamp is to expedite Tenant’spermitting efforts, and in no way supersedes any provision of Tenant’sLease. It is the responsibility of the Tenant, Tenant’s Consultants, andTenant’s General Contractor to field verify all site conditions to ensure thework represented herein, satisfactorily meets Landlord’s design criteria andthe requirements of all local, state, and Federal building codes, laws, acts,rules, regulations, ordinances, permitting requirements, inspections, andreviews, including but not limited to the American’s with Disabilities Act, andFire Life Safety. PERMIT SUBMISSION APPROVAL ONLY URW REPRESENTATIVE DATE wagner.benites 12/20/2022 E0.1 ELECTRICAL CODES CJS Checked By Drawn By BJS Project Number:Copyright 2022c ISSUED FOR: A 1 32 242322212019181716151413121110987654 2 31 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 B C D E F G H J K L M N P Q R Ga s t i n g e r W a l k e r Ar c h i t e c t s | I n t e r i o r D e s i g n e r s | C o n s t r u c t i o n M a n a g e r s 81 7 W y a n d o t t e K a n s a s C i t y M i s s o u r i 6 4 1 0 5 8 1 6 . 4 2 1 . 8 2 0 0 g a s t i n g e r w a l k e r . c o m AMC Entertainment 11500 Ash Street Leawood, KS 66211 888.262.4386 2022.162 Permit Submittal 24 June 2022 Santa Anita 16 - Auditorium #8 400 S Baldwin Ave Suite 940-U, Arcadia, CA 91007 MEP Structural Copyright ©2022 American Multi-Cinema Inc. Renovation Revision Date 6 7 1 7 S h a w n e e M i s s i o n P k w y Suite 100, Overland Park, KS 66202 P: (913) 831-1262, F: (913) 831-0148 w w w .p m a e n g i n e e r i n g .c o m P M A E n g i n e e r i n g , c 2 0 2 2 EngineeringPM A l 1 5 9 0 2 M i d l a n d D r i v e S h a w n e e , K a n sa s 6 6 2 1 7 913.362.9090 | mail@h-be.com H&B Project Nu mb er : 2210085 © Hoss & Brown Engineers 2022 Professional Certification: I, Casey Steiner, certify that these documents were prepared or approved by me and that I am a duly licensed electrical engineer under the laws of the State of California, license number E20777, expiration date 6/30/2024 City Comment 22 September 20221 City Comment 2 December 20222 Landlord acknowledges Tenant’s intent to expedite permitting by thesubmission of these drawings for Plan Check through the Authorities havingjurisdiction over Tenant’s construction. This acknowledgement by Landlorddoes not constitute an assumption of responsibility by Landlord for theaccuracy or sufficiency of Tenant’s drawings as intended for construction orpermitting, nor act to substitute Landlord’s approval of Tenant’s FinalWorking Drawings. The sole purpose of this stamp is to expedite Tenant’spermitting efforts, and in no way supersedes any provision of Tenant’sLease. It is the responsibility of the Tenant, Tenant’s Consultants, andTenant’s General Contractor to field verify all site conditions to ensure thework represented herein, satisfactorily meets Landlord’s design criteria andthe requirements of all local, state, and Federal building codes, laws, acts,rules, regulations, ordinances, permitting requirements, inspections, andreviews, including but not limited to the American’s with Disabilities Act, andFire Life Safety. PERMIT SUBMISSION APPROVAL ONLY URW REPRESENTATIVE DATE wagner.benites 12/20/2022 E0.2 ELECTRICAL CODES CJS Checked By Drawn By BJS Project Number:Copyright 2022c ISSUED FOR: A 1 32 242322212019181716151413121110987654 2 31 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 B C D E F G H J K L M N P Q R Ga s t i n g e r W a l k e r Ar c h i t e c t s | I n t e r i o r D e s i g n e r s | C o n s t r u c t i o n M a n a g e r s 81 7 W y a n d o t t e K a n s a s C i t y M i s s o u r i 6 4 1 0 5 8 1 6 . 4 2 1 . 8 2 0 0 g a s t i n g e r w a l k e r . c o m AMC Entertainment 11500 Ash Street Leawood, KS 66211 888.262.4386 2022.162 Permit Submittal 24 June 2022 Santa Anita 16 - Auditorium #8 400 S Baldwin Ave Suite 940-U, Arcadia, CA 91007 MEP Structural Copyright ©2022 American Multi-Cinema Inc. Renovation Revision Date 6 7 1 7 S h a w n e e M i s s i o n P k w y Suite 100, Overland Park, KS 66202 P: (913) 831-1262, F: (913) 831-0148 w w w .p m a e n g i n e e r i n g .c o m P M A E n g i n e e r i n g , c 2 0 2 2 EngineeringPM A l 1 5 9 0 2 M i d l a n d D r i v e S h a w n e e , K a n sa s 6 6 2 1 7 913.362.9090 | mail@h-be.com H&B Project Nu mb er : 2210085 © Hoss & Brown Engineers 2022 Professional Certification: I, Casey Steiner, certify that these documents were prepared or approved by me and that I am a duly licensed electrical engineer under the laws of the State of California, license number E20777, expiration date 6/30/2024 City Comment 22 September 20221 City Comment 2 December 20222 Landlord acknowledges Tenant’s intent to expedite permitting by thesubmission of these drawings for Plan Check through the Authorities havingjurisdiction over Tenant’s construction. This acknowledgement by Landlorddoes not constitute an assumption of responsibility by Landlord for theaccuracy or sufficiency of Tenant’s drawings as intended for construction orpermitting, nor act to substitute Landlord’s approval of Tenant’s FinalWorking Drawings. The sole purpose of this stamp is to expedite Tenant’spermitting efforts, and in no way supersedes any provision of Tenant’sLease. It is the responsibility of the Tenant, Tenant’s Consultants, andTenant’s General Contractor to field verify all site conditions to ensure thework represented herein, satisfactorily meets Landlord’s design criteria andthe requirements of all local, state, and Federal building codes, laws, acts,rules, regulations, ordinances, permitting requirements, inspections, andreviews, including but not limited to the American’s with Disabilities Act, andFire Life Safety. PERMIT SUBMISSION APPROVAL ONLY URW REPRESENTATIVE DATE wagner.benites 12/20/2022 E0.3 ELECTRICAL CODES CJS Checked By Drawn By BJS Project Number:Copyright 2022c ISSUED FOR: A 1 32 242322212019181716151413121110987654 2 31 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 B C D E F G H J K L M N P Q R Ga s t i n g e r W a l k e r Ar c h i t e c t s | I n t e r i o r D e s i g n e r s | C o n s t r u c t i o n M a n a g e r s 81 7 W y a n d o t t e K a n s a s C i t y M i s s o u r i 6 4 1 0 5 8 1 6 . 4 2 1 . 8 2 0 0 g a s t i n g e r w a l k e r . c o m AMC Entertainment 11500 Ash Street Leawood, KS 66211 888.262.4386 2022.162 Permit Submittal 24 June 2022 Santa Anita 16 - Auditorium #8 400 S Baldwin Ave Suite 940-U, Arcadia, CA 91007 MEP Structural Copyright ©2022 American Multi-Cinema Inc. Renovation Revision Date 6 7 1 7 S h a w n e e M i s s i o n P k w y Suite 100, Overland Park, KS 66202 P: (913) 831-1262, F: (913) 831-0148 w w w .p m a e n g i n e e r i n g .c o m P M A E n g i n e e r i n g , c 2 0 2 2 EngineeringPM A l 1 5 9 0 2 M i d l a n d D r i v e S h a w n e e , K a n sa s 6 6 2 1 7 913.362.9090 | mail@h-be.com H&B Project Nu mb er : 2210085 © Hoss & Brown Engineers 2022 Professional Certification: I, Casey Steiner, certify that these documents were prepared or approved by me and that I am a duly licensed electrical engineer under the laws of the State of California, license number E20777, expiration date 6/30/2024 City Comment 22 September 20221 City Comment 2 December 20222 Landlord acknowledges Tenant’s intent to expedite permitting by thesubmission of these drawings for Plan Check through the Authorities havingjurisdiction over Tenant’s construction. This acknowledgement by Landlorddoes not constitute an assumption of responsibility by Landlord for theaccuracy or sufficiency of Tenant’s drawings as intended for construction orpermitting, nor act to substitute Landlord’s approval of Tenant’s FinalWorking Drawings. The sole purpose of this stamp is to expedite Tenant’spermitting efforts, and in no way supersedes any provision of Tenant’sLease. It is the responsibility of the Tenant, Tenant’s Consultants, andTenant’s General Contractor to field verify all site conditions to ensure thework represented herein, satisfactorily meets Landlord’s design criteria andthe requirements of all local, state, and Federal building codes, laws, acts,rules, regulations, ordinances, permitting requirements, inspections, andreviews, including but not limited to the American’s with Disabilities Act, andFire Life Safety. PERMIT SUBMISSION APPROVAL ONLY URW REPRESENTATIVE DATE wagner.benites 12/20/2022 E0.4 ELECTRICAL CODES CJS Checked By Drawn By BJS Project Number:Copyright 2022c ISSUED FOR: A 1 32 242322212019181716151413121110987654 2 31 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 B C D E F G H J K L M N P Q R Ga s t i n g e r W a l k e r Ar c h i t e c t s | I n t e r i o r D e s i g n e r s | C o n s t r u c t i o n M a n a g e r s 81 7 W y a n d o t t e K a n s a s C i t y M i s s o u r i 6 4 1 0 5 8 1 6 . 4 2 1 . 8 2 0 0 g a s t i n g e r w a l k e r . c o m AMC Entertainment 11500 Ash Street Leawood, KS 66211 888.262.4386 2022.162 Permit Submittal 24 June 2022 Santa Anita 16 - Auditorium #8 400 S Baldwin Ave Suite 940-U, Arcadia, CA 91007 MEP Structural Copyright ©2022 American Multi-Cinema Inc. Renovation Revision Date 6 7 1 7 S h a w n e e M i s s i o n P k w y Suite 100, Overland Park, KS 66202 P: (913) 831-1262, F: (913) 831-0148 w w w .p m a e n g i n e e r i n g .c o m P M A E n g i n e e r i n g , c 2 0 2 2 EngineeringPM A l 1 5 9 0 2 M i d l a n d D r i v e S h a w n e e , K a n sa s 6 6 2 1 7 913.362.9090 | mail@h-be.com H&B Project Nu mb er : 2210085 © Hoss & Brown Engineers 2022 Professional Certification: I, Casey Steiner, certify that these documents were prepared or approved by me and that I am a duly licensed electrical engineer under the laws of the State of California, license number E20777, expiration date 6/30/2024 City Comment 22 September 20221 City Comment 2 December 20222 Landlord acknowledges Tenant’s intent to expedite permitting by thesubmission of these drawings for Plan Check through the Authorities havingjurisdiction over Tenant’s construction. This acknowledgement by Landlorddoes not constitute an assumption of responsibility by Landlord for theaccuracy or sufficiency of Tenant’s drawings as intended for construction orpermitting, nor act to substitute Landlord’s approval of Tenant’s FinalWorking Drawings. The sole purpose of this stamp is to expedite Tenant’spermitting efforts, and in no way supersedes any provision of Tenant’sLease. It is the responsibility of the Tenant, Tenant’s Consultants, andTenant’s General Contractor to field verify all site conditions to ensure thework represented herein, satisfactorily meets Landlord’s design criteria andthe requirements of all local, state, and Federal building codes, laws, acts,rules, regulations, ordinances, permitting requirements, inspections, andreviews, including but not limited to the American’s with Disabilities Act, andFire Life Safety. PERMIT SUBMISSION APPROVAL ONLY URW REPRESENTATIVE DATE wagner.benites 12/20/2022 Scale: Booth New Work Electrical Plan11/4" = 1'-0"Scale: Booth Demo Work Electrical Plan21/4" = 1'-0" Checked By Drawn By BJS Project Number:Copyright 2022c ISSUED FOR: A 1 32 242322212019181716151413121110987654 2 31 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 B C D E F G H J K L M N P Q R Ga s t i n g e r W a l k e r Ar c h i t e c t s | I n t e r i o r D e s i g n e r s | C o n s t r u c t i o n M a n a g e r s 81 7 W y a n d o t t e K a n s a s C i t y M i s s o u r i 6 4 1 0 5 8 1 6 . 4 2 1 . 8 2 0 0 g a s t i n g e r w a l k e r . c o m AMC Entertainment 11500 Ash Street Leawood, KS 66211 888.262.4386 2022.162 Permit Submittal 24 June 2022 Santa Anita 16 - Auditorium #8 400 S Baldwin Ave Suite 940-U, Arcadia, CA 91007 MEP Structural Copyright ©2022 American Multi-Cinema Inc. Renovation Revision Date 6 7 1 7 S h a w n e e M i s s i o n P k w y Suite 100, Overland Park, KS 66202 P: (913) 831-1262, F: (913) 831-0148 w w w .p m a e n g i n e e r i n g .c o m P M A E n g i n e e r i n g , c 2 0 2 2 EngineeringPM A l 1 5 9 0 2 M i d l a n d D r i v e S h a w n e e , K a n sa s 6 6 2 1 7 913.362.9090 | mail@h-be.com H&B Project Nu mb er : 2210085 © Hoss & Brown Engineers 2022 Professional Certification: I, Casey Steiner, certify that these documents were prepared or approved by me and that I am a duly licensed electrical engineer under the laws of the State of California, license number E20777, expiration date 6/30/2024 City Comment 22 September 20221 City Comment 2 December 20222 CJS N N IMAX BOOTH ELECTRICAL PLANS E1 Auditorium #8 IMAX Projection Equipment Room --- Auditorium #8 IMAX Projection Equipment Room --- Landlord acknowledges Tenant’s intent to expedite permitting by thesubmission of these drawings for Plan Check through the Authorities havingjurisdiction over Tenant’s construction. This acknowledgement by Landlorddoes not constitute an assumption of responsibility by Landlord for theaccuracy or sufficiency of Tenant’s drawings as intended for construction orpermitting, nor act to substitute Landlord’s approval of Tenant’s FinalWorking Drawings. The sole purpose of this stamp is to expedite Tenant’spermitting efforts, and in no way supersedes any provision of Tenant’sLease. It is the responsibility of the Tenant, Tenant’s Consultants, andTenant’s General Contractor to field verify all site conditions to ensure thework represented herein, satisfactorily meets Landlord’s design criteria andthe requirements of all local, state, and Federal building codes, laws, acts,rules, regulations, ordinances, permitting requirements, inspections, andreviews, including but not limited to the American’s with Disabilities Act, andFire Life Safety. PERMIT SUBMISSION APPROVAL ONLY URW REPRESENTATIVE DATE wagner.benites 12/20/2022 Scale: New Work Electrical Plan11/4" = 1'-0" Checked By Drawn By BJS Project Number:Copyright 2022c ISSUED FOR: A 1 32 242322212019181716151413121110987654 2 31 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 B C D E F G H J K L M N P Q R Ga s t i n g e r W a l k e r Ar c h i t e c t s | I n t e r i o r D e s i g n e r s | C o n s t r u c t i o n M a n a g e r s 81 7 W y a n d o t t e K a n s a s C i t y M i s s o u r i 6 4 1 0 5 8 1 6 . 4 2 1 . 8 2 0 0 g a s t i n g e r w a l k e r . c o m AMC Entertainment 11500 Ash Street Leawood, KS 66211 888.262.4386 2022.162 Permit Submittal 24 June 2022 Santa Anita 16 - Auditorium #8 400 S Baldwin Ave Suite 940-U, Arcadia, CA 91007 MEP Structural Copyright ©2022 American Multi-Cinema Inc. Renovation Revision Date 6 7 1 7 S h a w n e e M i s s i o n P k w y Suite 100, Overland Park, KS 66202 P: (913) 831-1262, F: (913) 831-0148 w w w .p m a e n g i n e e r i n g .c o m P M A E n g i n e e r i n g , c 2 0 2 2 EngineeringPM A l 1 5 9 0 2 M i d l a n d D r i v e S h a w n ee , Ka n sa s 6 621 7 913.362.9090 | mail@h-be.com H&B Project Nu mber : 2210085 © Hoss & Brown Engineers 2022 Professional Certification: I, Casey Steiner, certify that these documents were prepared or approved by me and that I am a duly licensed electrical engineer under the laws of the State of California, license number E20777, expiration date 6/30/2024 City Comment 22 September 20221 City Comment 2 December 20222 CJS N IMAX AUDITORIUM ELECTRICAL PLAN E2 Auditorium #8 IMAX Projection Equipment Room --- Landlord acknowledges Tenant’s intent to expedite permitting by thesubmission of these drawings for Plan Check through the Authorities havingjurisdiction over Tenant’s construction. This acknowledgement by Landlorddoes not constitute an assumption of responsibility by Landlord for theaccuracy or sufficiency of Tenant’s drawings as intended for construction orpermitting, nor act to substitute Landlord’s approval of Tenant’s FinalWorking Drawings. The sole purpose of this stamp is to expedite Tenant’spermitting efforts, and in no way supersedes any provision of Tenant’sLease. It is the responsibility of the Tenant, Tenant’s Consultants, andTenant’s General Contractor to field verify all site conditions to ensure thework represented herein, satisfactorily meets Landlord’s design criteria andthe requirements of all local, state, and Federal building codes, laws, acts,rules, regulations, ordinances, permitting requirements, inspections, andreviews, including but not limited to the American’s with Disabilities Act, andFire Life Safety. PERMIT SUBMISSION APPROVAL ONLY URW REPRESENTATIVE DATE wagner.benites 12/20/2022 CJS Scale: Auditorium Demo and New Work Electrical Ceiling Plan11/4" = 1'-0"N Checked By Drawn By BJS Project Number:Copyright 2022c ISSUED FOR: A 1 32 242322212019181716151413121110987654 2 31 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 B C D E F G H J K L M N P Q R Ga s t i n g e r W a l k e r Ar c h i t e c t s | I n t e r i o r D e s i g n e r s | C o n s t r u c t i o n M a n a g e r s 81 7 W y a n d o t t e K a n s a s C i t y M i s s o u r i 6 4 1 0 5 8 1 6 . 4 2 1 . 8 2 0 0 g a s t i n g e r w a l k e r . c o m AMC Entertainment 11500 Ash Street Leawood, KS 66211 888.262.4386 2022.162 Permit Submittal 24 June 2022 Santa Anita 16 - Auditorium #8 400 S Baldwin Ave Suite 940-U, Arcadia, CA 91007 MEP Structural Copyright ©2022 American Multi-Cinema Inc. Renovation Revision Date 6 7 1 7 S h a w n e e M i s s i o n P k w y Suite 100, Overland Park, KS 66202 P: (913) 831-1262, F: (913) 831-0148 w w w .p m a e n g i n e e r i n g .c o m P M A E n g i n e e r i n g , c 2 0 2 2 EngineeringPM A l 1 5 9 0 2 M i d l a n d D r i v e S h a w n ee , Ka n sa s 6 621 7 913.362.9090 | mail@h-be.com H&B Project Nu mber : 2210085 © Hoss & Brown Engineers 2022 Professional Certification: I, Casey Steiner, certify that these documents were prepared or approved by me and that I am a duly licensed electrical engineer under the laws of the State of California, license number E20777, expiration date 6/30/2024 City Comment 22 September 20221 City Comment 2 December 20222 IMAX AUDITORIUM ELECTRICAL CEILING PLANS E3 Auditorium #8 IMAX Projection Equipment Room --- Landlord acknowledges Tenant’s intent to expedite permitting by thesubmission of these drawings for Plan Check through the Authorities havingjurisdiction over Tenant’s construction. This acknowledgement by Landlorddoes not constitute an assumption of responsibility by Landlord for theaccuracy or sufficiency of Tenant’s drawings as intended for construction orpermitting, nor act to substitute Landlord’s approval of Tenant’s FinalWorking Drawings. The sole purpose of this stamp is to expedite Tenant’spermitting efforts, and in no way supersedes any provision of Tenant’sLease. It is the responsibility of the Tenant, Tenant’s Consultants, andTenant’s General Contractor to field verify all site conditions to ensure thework represented herein, satisfactorily meets Landlord’s design criteria andthe requirements of all local, state, and Federal building codes, laws, acts,rules, regulations, ordinances, permitting requirements, inspections, andreviews, including but not limited to the American’s with Disabilities Act, andFire Life Safety. PERMIT SUBMISSION APPROVAL ONLY URW REPRESENTATIVE DATE wagner.benites 12/20/2022 Checked By Drawn By BJS Project Number:Copyright 2022c ISSUED FOR: A 1 32 242322212019181716151413121110987654 2 31 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 B C D E F G H J K L M N P Q R Ga s t i n g e r W a l k e r Ar c h i t e c t s | I n t e r i o r D e s i g n e r s | C o n s t r u c t i o n M a n a g e r s 81 7 W y a n d o t t e K a n s a s C i t y M i s s o u r i 6 4 1 0 5 8 1 6 . 4 2 1 . 8 2 0 0 g a s t i n g e r w a l k e r . c o m AMC Entertainment 11500 Ash Street Leawood, KS 66211 888.262.4386 2022.162 Permit Submittal 24 June 2022 Santa Anita 16 - Auditorium #8 400 S Baldwin Ave Suite 940-U, Arcadia, CA 91007 MEP Structural Copyright ©2022 American Multi-Cinema Inc. Renovation Revision Date 67 1 7 S h a w n e e M i s s i o n P k w y Suite 100, Overland Park, KS 66202 P: (913) 831-1262, F: (913) 831-0148 w w w .p m a e n g i n e e r i n g .c o m P M A E n g i n e e r i n g , c 2 0 2 2 EngineeringPM A l 1 5 9 0 2 M i d l a n d D r i v e S h aw n e e , K a n s a s 66 2 1 7 913.362.9090 | mail@h-be.com H &B P r oj ect Number : 22 10 085 © Hoss & Brown Engineers 2022 Professional Certification: I, Casey Steiner, certify that these documents were prepared or approved by me and that I am a duly licensed electrical engineer under the laws of the State of California, license number E20777, expiration date 6/30/2024 City Comment 22 September 20221 City Comment 2 December 20222 Scale: Entry Portal & Vomitorium Aisle Lighting Demo Work Electrical Plan21/4" = 1'-0"Scale: Entry Portal & Vomitorium Aisle Lighting New Work Electrical Plan11/4" = 1'-0"N N E4 CJS IMAX ENTRY PORTAL ELECTRICAL PLANS Auditorium #8 IMAX Auditorium #8 IMAX Landlord acknowledges Tenant’s intent to expedite permitting by thesubmission of these drawings for Plan Check through the Authorities havingjurisdiction over Tenant’s construction. This acknowledgement by Landlorddoes not constitute an assumption of responsibility by Landlord for theaccuracy or sufficiency of Tenant’s drawings as intended for construction orpermitting, nor act to substitute Landlord’s approval of Tenant’s FinalWorking Drawings. The sole purpose of this stamp is to expedite Tenant’spermitting efforts, and in no way supersedes any provision of Tenant’sLease. It is the responsibility of the Tenant, Tenant’s Consultants, andTenant’s General Contractor to field verify all site conditions to ensure thework represented herein, satisfactorily meets Landlord’s design criteria andthe requirements of all local, state, and Federal building codes, laws, acts,rules, regulations, ordinances, permitting requirements, inspections, andreviews, including but not limited to the American’s with Disabilities Act, andFire Life Safety. PERMIT SUBMISSION APPROVAL ONLY URW REPRESENTATIVE DATE wagner.benites 12/20/2022 CJS Scale: Auditorium Low Voltage New Work Electrical Plan11/4" = 1'-0" Checked By Drawn By BJS Project Number:Copyright 2022c ISSUED FOR: A 1 32 242322212019181716151413121110987654 2 31 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 B C D E F G H J K L M N P Q R Ga s t i n g e r W a l k e r Ar c h i t e c t s | I n t e r i o r D e s i g n e r s | C o n s t r u c t i o n M a n a g e r s 81 7 W y a n d o t t e K a n s a s C i t y M i s s o u r i 6 4 1 0 5 8 1 6 . 4 2 1 . 8 2 0 0 g a s t i n g e r w a l k e r . c o m AMC Entertainment 11500 Ash Street Leawood, KS 66211 888.262.4386 2022.162 Permit Submittal 24 June 2022 Santa Anita 16 - Auditorium #8 400 S Baldwin Ave Suite 940-U, Arcadia, CA 91007 MEP Structural Copyright ©2022 American Multi-Cinema Inc. Renovation Revision Date 67 1 7 S h a w n e e M i s s i o n P k w y Suite 100, Overland Park, KS 66202 P: (913) 831-1262, F: (913) 831-0148 w w w .p m a e n g i n e e r i n g .c o m P M A E n g i n e e r i n g , c 2 0 2 2 EngineeringPM A l 1 5 9 0 2 M i d l a n d D r i v e S h aw n e e , K a n s a s 66 2 1 7 913.362.9090 | mail@h-be.com H &B P r oj ect Number : 22 10 085 © Hoss & Brown Engineers 2022 Professional Certification: I, Casey Steiner, certify that these documents were prepared or approved by me and that I am a duly licensed electrical engineer under the laws of the State of California, license number E20777, expiration date 6/30/2024 City Comment 22 September 20221 City Comment 2 December 20222 N IMAX AUDITORIUM LOW VOLTAGE PLAN E5 Auditorium #8 IMAX Projection Equipment Room --- Landlord acknowledges Tenant’s intent to expedite permitting by thesubmission of these drawings for Plan Check through the Authorities havingjurisdiction over Tenant’s construction. This acknowledgement by Landlorddoes not constitute an assumption of responsibility by Landlord for theaccuracy or sufficiency of Tenant’s drawings as intended for construction orpermitting, nor act to substitute Landlord’s approval of Tenant’s FinalWorking Drawings. The sole purpose of this stamp is to expedite Tenant’spermitting efforts, and in no way supersedes any provision of Tenant’sLease. It is the responsibility of the Tenant, Tenant’s Consultants, andTenant’s General Contractor to field verify all site conditions to ensure thework represented herein, satisfactorily meets Landlord’s design criteria andthe requirements of all local, state, and Federal building codes, laws, acts,rules, regulations, ordinances, permitting requirements, inspections, andreviews, including but not limited to the American’s with Disabilities Act, andFire Life Safety. PERMIT SUBMISSION APPROVAL ONLY URW REPRESENTATIVE DATE wagner.benites 12/20/2022 CJS Checked By Drawn By BJS Project Number:Copyright 2022c ISSUED FOR: A 1 32 242322212019181716151413121110987654 2 31 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 B C D E F G H J K L M N P Q R Ga s t i n g e r W a l k e r Ar c h i t e c t s | I n t e r i o r D e s i g n e r s | C o n s t r u c t i o n M a n a g e r s 81 7 W y a n d o t t e K a n s a s C i t y M i s s o u r i 6 4 1 0 5 8 1 6 . 4 2 1 . 8 2 0 0 g a s t i n g e r w a l k e r . c o m AMC Entertainment 11500 Ash Street Leawood, KS 66211 888.262.4386 2022.162 Permit Submittal 24 June 2022 Santa Anita 16 - Auditorium #8 400 S Baldwin Ave Suite 940-U, Arcadia, CA 91007 MEP Structural Copyright ©2022 American Multi-Cinema Inc. Renovation Revision Date 6 7 1 7 S h a w n e e M i s s i o n P k w y Suite 100, Overland Park, KS 66202 P: (913) 831-1262, F: (913) 831-0148 w w w .p m a e n g i n e e r i n g .c o m P M A E n g i n e e r i n g , c 2 0 2 2 EngineeringPM A l 1 5 9 0 2 M i d l a n d D r i v e S h a w n e e , K a n sa s 6 6 2 1 7 913.362.9090 | mail@h-be.com H&B Project Nu mb er : 2210085 © Hoss & Brown Engineers 2022 Professional Certification: I, Casey Steiner, certify that these documents were prepared or approved by me and that I am a duly licensed electrical engineer under the laws of the State of California, license number E20777, expiration date 6/30/2024 City Comment 22 September 20221 City Comment 2 December 20222 IMAX LOW VOLTAGE DETAILS E6 MAIN AUDIO RACK PROJECTION BOOTH AUDITORIUM CONDUIT SIZE (CABLES FURNISHED BY IMAX UNLESS OTHERWISE STATED- INSTALLATION BY CONTRACTOR) CABLE/ WIRE DETAILSIDRUN REF.DESCRIPTION CABLE TYPE CONDUIT SIZE FURNISHED BY IDRUN REF.DESCRIPTION CABLE TYPE CABLE/ WIRE DETAILS COMMENTS NOTES: 1)ALL SIGNAL AND POWER CABLES TO BE SEPARATED BY A DISTANCE OF 12". 2)DO NOT SPLICE SPEAKER CABLE RUNS. (1000' OF CUSTOM SPEAKER CABLE SUPPLIED BY IMAX IN 1 X 1000' ROLLS) 3)PROVIDE INSULATED BUSHING OR COLLAR AT SPEAKER CONDUIT ENDS. 4)UNLESS OTHERWISE NOTED OR APPROVED BY IMAX, NO CONTROL CABLE MAY EXCEED 100' (30m) IN LENGTH. 5)ALL CONDUITS IN CONTACT WITH AUDIO RACK MUST BE ELECTRICALLY ISOLATED FROM THE RACK BY INSULATED FITTING. -SHOW CONTROL OWNER TO SUIT20A OWNERTO SUIT Scale: Low Voltage IMAX Equipment Electrical Riser1Not To Scale IMAX PROJECTORS 3120 IMAX SOUND RACK TO PROJECTOR SYSTEM CONTROL FURNISHED BY IMAX IMAX1 12" FLEX FLEX CONDUIT FOR CONTROL (INSTALLED BY IMAX) 20 20 REAR RIGHT SPEAKER (1 PAIR)10AWG 1 PAIR, OVERALL JACKET REAR LEFT SPEAKER (1 PAIR)10AWG 1 PAIR, OVERALL JACKET 1" 1" TERMINATE CONDUIT 2" (50MM) BELOW FINISHED CEILING IN PROJECTION ROOM ABOVE AUDIO RACK AND IN AUDITORIUM ABOVE REAR SPEAKERS. TAIL OUT CABLES 20' (6M) AT BOTH ENDS. IMAX 250038 IMAX 250038 5 6 42 43 42 43 42 43 44 10AWG 1 PAIR, OVERALL JACKET 45 10AWG 1 PAIR, OVERALL JACKET 1" 1" IMAX 250038 IMAX 250038 SIDE LEFTSPEAKER (1 PAIR) SIDE RIGHT SPEAKER (1 PAIR) TERMINATE CONDUIT 2" (50MM) BELOW FINISHED CEILING IN PROJECTION ROOM ABOVE AUDIO RACK AND IN AUDITORIUM ABOVE SIDEWALL SPEAKERS. TAIL OUT CABLES 20' (6M) AT BOTH ENDS. 7 8 44 45 44 45 35 RIGHT TUNNING MICROPHONE CABLE (AUDIO RACK TO MIC.)1/2"IMAX9451 P LEFT TUNNING MICROPHONE CABLE (AUDIO RACK TO MIC.)IMAX361/2" PLENUM RATED, 22 AWG 1 PAIR, SHIELDED 9451 P PLENUM RATED, 22 AWG 1 PAIR, SHIELDED 25 25 25 25 25 FRONT RIGHT SPEAKER (1 PAIR) 10AWG 1 PAIR, OVERALL JACKET IMAX 250038 FRONT CENTRE SPEAKER (1 PAIR) FRONT LEFT SPEAKER (1 PAIR) 10AWG 1 PAIR, OVERALL JACKET 10AWG 1 PAIR, OVERALL JACKET 3 1 2 2" TERMINATE CONDUIT 2" (50MM) BELOW FINISHED CEILING IN PROJECTION ROOM ABOVE AUDIO RACK . TAIL OUT ALL CABLES 20' (6M) FROM CONDUIT END IN PROJECTION ROOM. IN AUDITORIUM TERMINATE CONDUIT BEHIND SCREEN FRAME AT HALF THE SCREEN HEIGHT. TAIL OUT CABLES #1,2, 3, AND 4 75' (23M) FROM CONDUIT END IN AUDITORIUM. IMAX 250038 IMAX 250038 TOP CENTER SPEAKER (1 PAIR)10AWG 1 PAIR, OVERALL JACKET4IMAX 250038 4040 40 2626 -26 SCREEN SHAKER CONTROL CABINET TO ELECTRICAL RACK CAT 6 IMAX1/2"TO PLENUM FIRE ALARM CONTR. -SHOW CONTROL OWNER TO SUIT -TO SUIT OWNER CONTR.TO SUIT TO SUIT 21 22 21 22 CONSOLE SMS CONTROL ETHERNET (SOUND RACK TO CONSOLE) 3324 -CONNECTION TO INTERNET OWNER TO SUIT NOT REQUIRED IMAX OWNERTO SUIT CAT 6 TO PLENUM 24 24 23 23 REAR LEFT CEILING SPEAKER (1 PAIR) REAR RIGHT CEILING SPEAKER (1 PAIR) 11 12 FOR TERMINATION SEE IMAX RIGGING SPECIFICATION 107660-IP. IMAX SPEAKER CABLE WILL TERMINATE AT AN ACCESSIBLE J-BOX. FLEXIBLE CONDUIT TO SUIT LIFT SYSTEM WILL CONNECT SPEAKER TO J-BOX. 46 FRONT LEFT CEILING SPEAKER (1 PAIR)10AWG 1 PAIR, OVERALL JACKET FRONT RIGHT CEILING SPEAKER (1 PAIR)10AWG 1 PAIR, OVERALL JACKET 1" 1" IMAX 250038 IMAX 250038 9 10 10AWG 1 PAIR, OVERALL JACKET 10AWG 1 PAIR, JACKET 1" 1" IMAX 250038 IMAX 250038 10/2 TWISTED PAIR HIGH FLEX AUDIO CABLE 1" FLEX9 12 10 11 FRONT LEFT CEILING SPEAKER (1 PAIR) FRONT RIGHT CEILING SPEAKER (1 PAIR) REAR LEFT CEILING SPEAKER (1 PAIR) REAR RIGHT CEILING SPEAKER (1 PAIR) 10/2 TWISTED PAIR HIGH FLEX AUDIO CABLE 1" FLEX 10/2 TWISTED PAIR HIGH FLEX AUDIO CABLE 1" FLEX 10/2 TWISTED PAIR HIGH FLEX AUDIO CABLE 1" FLEX 46-A 47-A 48-A 49-A FOR SYSTEMS WHERE CEILING SPEAKERS ARE STATIC: RUNS 46, 47, 48, AND 49 ARE RUN DIRECTLY FROM THE IMAX AUDIO RACK TO THE SPEAKER CABINET AND RUNS 46-A, 47-A, 48-A, AND 49-A ARE NOT REQUIRED. IMAX 107822 IMAX 107822 IMAX 107822 IMAX 107822 48 49 48 49 46 47 46 47 46-A 47-A 49-A 48-A 49 48 47 41 41 13-3 13-2 10AWG 1 PAIR, OVERALL JACKET SUB BASS 2 UNIT 5 (1 PAIR) UNIT 6 (WIRED IN PARALLEL) SUB BASS 1 UNIT 3 (1 PAIR) UNIT 4 (WIRED IN PARALLEL) 10AWG 1 PAIR, OVERALL JACKETIMAX 250038 IMAX 250038 10AWG 1 PAIR, OVERALL JACKETIMAX 250038 13-1 SUB BASS 1 UNIT 1 (1 PAIR) UNIT 2 (WIRED IN PARALLEL) 13-4 SUB BASS 2 UNIT 7 (1 PAIR) UNIT 8 (WIRED IN PARALLEL) 10AWG 1 PAIR, OVERALL JACKETIMAX 250038 TERMINATE CONDUIT 2" (50MM) BELOW FINISHED CEILING IN PROJECTION ROOM ABOVE AUDIO RACK . TAIL OUT ALL CABLES 20' (6m) FROM CONDUIT END IN PROJECTION ROOM. IN AUDITORIUM TERMINATE CONDUIT BEHIND SCREEN FRAME AT HALF THE SCREEN HEIGHT. TAIL OUT CABLES #13-1, 13-2, 13-3, AND 13-4 30' (9M) FROM CONDUIT END IN AUDITORIUM. 2" 41 Landlord acknowledges Tenant’s intent to expedite permitting by thesubmission of these drawings for Plan Check through the Authorities havingjurisdiction over Tenant’s construction. This acknowledgement by Landlorddoes not constitute an assumption of responsibility by Landlord for theaccuracy or sufficiency of Tenant’s drawings as intended for construction orpermitting, nor act to substitute Landlord’s approval of Tenant’s FinalWorking Drawings. The sole purpose of this stamp is to expedite Tenant’spermitting efforts, and in no way supersedes any provision of Tenant’sLease. It is the responsibility of the Tenant, Tenant’s Consultants, andTenant’s General Contractor to field verify all site conditions to ensure thework represented herein, satisfactorily meets Landlord’s design criteria andthe requirements of all local, state, and Federal building codes, laws, acts,rules, regulations, ordinances, permitting requirements, inspections, andreviews, including but not limited to the American’s with Disabilities Act, andFire Life Safety. PERMIT SUBMISSION APPROVAL ONLY URW REPRESENTATIVE DATE wagner.benites 12/20/2022 CJS Checked By Drawn By BJS Project Number:Copyright 2022c ISSUED FOR: A 1 32 242322212019181716151413121110987654 2 31 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 B C D E F G H J K L M N P Q R Ga s t i n g e r W a l k e r Ar c h i t e c t s | I n t e r i o r D e s i g n e r s | C o n s t r u c t i o n M a n a g e r s 81 7 W y a n d o t t e K a n s a s C i t y M i s s o u r i 6 4 1 0 5 8 1 6 . 4 2 1 . 8 2 0 0 g a s t i n g e r w a l k e r . c o m AMC Entertainment 11500 Ash Street Leawood, KS 66211 888.262.4386 2022.162 Permit Submittal 24 June 2022 Santa Anita 16 - Auditorium #8 400 S Baldwin Ave Suite 940-U, Arcadia, CA 91007 MEP Structural Copyright ©2022 American Multi-Cinema Inc. Renovation Revision Date 6 7 1 7 S h a w n e e M i s s i o n P k w y Suite 100, Overland Park, KS 66202 P: (913) 831-1262, F: (913) 831-0148 w w w .p m a e n g i n e e r i n g .c o m P M A E n g i n e e r i n g , c 2 0 2 2 EngineeringPM A l 1 5 9 0 2 M i d l a n d D r i v e S h a w n e e , K a n sa s 6 6 2 1 7 913.362.9090 | mail@h-be.com H&B Project Nu mb er : 2210085 © Hoss & Brown Engineers 2022 Professional Certification: I, Casey Steiner, certify that these documents were prepared or approved by me and that I am a duly licensed electrical engineer under the laws of the State of California, license number E20777, expiration date 6/30/2024 City Comment 22 September 20221 City Comment 2 December 20222 IMAX LINE VOLTAGE DETAILS E7 TG 4 BG 6 1 3 5 5 3a2 Scale: Line Voltage Riser1Not To Scale BG CH-2 CH-1 208V 208V WIRE GAUGEDESCRIPTION POWER PANEL TO ELECTRICAL RACK IMAX COMMERCIAL LASER SYSTEM POWER SUPPLY CABLING CHART 4 RUN REF.RATINGNOMINAL VOLTAGE RANGE WIRING TYPE AWG CONDUITMINIMUM SIZE in POWER PANEL TO IMAX J-BOX 208 V 15 A208 V 50 A TYPE D208 V WIRE/ CABLE SUPPLIED BY 1"8 ELECTRICAL RACK TO CONTROL CONSOLE6 IMAX 15 A208 V 14/3 S00W CABTYRE ( L1, L3, TG )NR14 14/3 S00W CABTYRE ( L12, L13, TG ) ELECTRICAL RACK TO IMAX J-BOX THROUGH TO KLIP 3a IMAX J-BOX TO PROJECTOR IMAX IMAX 208 V 6/5 S00W CABTYRE ( L1, L2,L3, TG ) SEE NOTE 3 NR 4 CONDUCTOR ( L1, L2, L3,TG) 4 CONDUCTOR ( L1, L2, L3, TG) CONDUITSUGGESTED in 1" NR NR POWER PANEL TO PROJECTOR HEAT REJECTION EQUIP. #1 1 20 A208 V 4CONDUCTOR ( L1, L2, L3, TG)12CONTRACTOR 12 "12 " POWER PANEL TO PROJECTOR HEAT REJECTION EQUIP. #2 208 V 12 12 "12 "2 20 A 83 1 "1 " 5 6 1 " 1 1 2 " POWER PANEL TO TRANSDUCER RACK 208 V 3 CONDUCTOR ( L1, L2, BG)12 1 2 "1 2 "7 20 A 14 4CONDUCTOR ( L1, L2, L3, TG) 40 A 40 A 4a 4a POWER PANEL TO TYPE D BREAKER 100 A208 VCONTRACTOR 1 14"24 CONDUCTOR ( L1, L2, L3, TG)114" 7 CONTRACTOR CONTRACTOR CONTRACTOR CONTRACTOR Landlord acknowledges Tenant’s intent to expedite permitting by thesubmission of these drawings for Plan Check through the Authorities havingjurisdiction over Tenant’s construction. This acknowledgement by Landlorddoes not constitute an assumption of responsibility by Landlord for theaccuracy or sufficiency of Tenant’s drawings as intended for construction orpermitting, nor act to substitute Landlord’s approval of Tenant’s FinalWorking Drawings. The sole purpose of this stamp is to expedite Tenant’spermitting efforts, and in no way supersedes any provision of Tenant’sLease. It is the responsibility of the Tenant, Tenant’s Consultants, andTenant’s General Contractor to field verify all site conditions to ensure thework represented herein, satisfactorily meets Landlord’s design criteria andthe requirements of all local, state, and Federal building codes, laws, acts,rules, regulations, ordinances, permitting requirements, inspections, andreviews, including but not limited to the American’s with Disabilities Act, andFire Life Safety. PERMIT SUBMISSION APPROVAL ONLY URW REPRESENTATIVE DATE wagner.benites 12/20/2022 CJS Checked By Drawn By BJS Project Number:Copyright 2022c ISSUED FOR: A 1 32 242322212019181716151413121110987654 2 31 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 B C D E F G H J K L M N P Q R Ga s t i n g e r W a l k e r Ar c h i t e c t s | I n t e r i o r D e s i g n e r s | C o n s t r u c t i o n M a n a g e r s 81 7 W y a n d o t t e K a n s a s C i t y M i s s o u r i 6 4 1 0 5 8 1 6 . 4 2 1 . 8 2 0 0 g a s t i n g e r w a l k e r . c o m AMC Entertainment 11500 Ash Street Leawood, KS 66211 888.262.4386 2022.162 Permit Submittal 24 June 2022 Santa Anita 16 - Auditorium #8 400 S Baldwin Ave Suite 940-U, Arcadia, CA 91007 MEP Structural Copyright ©2022 American Multi-Cinema Inc. Renovation Revision Date 67 1 7 S h a w n e e M i s s i o n P k w y Suite 100, Overland Park, KS 66202 P: (913) 831-1262, F: (913) 831-0148 w w w .p m a e n g i n e e r i n g .c o m P M A E n g i n e e r i n g , c 2 0 2 2 EngineeringPM A l 1 5 9 0 2 M i d l a n d D r i v e S h aw n e e , K a n s a s 66 2 1 7 913.362.9090 | mail@h-be.com H &B P r oj ect Number : 22 10 085 © Hoss & Brown Engineers 2022 Professional Certification: I, Casey Steiner, certify that these documents were prepared or approved by me and that I am a duly licensed electrical engineer under the laws of the State of California, license number E20777, expiration date 6/30/2024 City Comment 22 September 20221 City Comment 2 December 20222 ELECTRICAL DETAILS & SCHEDULES E8 Scale: Lighting Controller Schematic1Not To Scale Scale: Entry/Vestibule Lighting Controller Schematic2Not To Scale Landlord acknowledges Tenant’s intent to expedite permitting by thesubmission of these drawings for Plan Check through the Authorities havingjurisdiction over Tenant’s construction. This acknowledgement by Landlorddoes not constitute an assumption of responsibility by Landlord for theaccuracy or sufficiency of Tenant’s drawings as intended for construction orpermitting, nor act to substitute Landlord’s approval of Tenant’s FinalWorking Drawings. The sole purpose of this stamp is to expedite Tenant’spermitting efforts, and in no way supersedes any provision of Tenant’sLease. It is the responsibility of the Tenant, Tenant’s Consultants, andTenant’s General Contractor to field verify all site conditions to ensure thework represented herein, satisfactorily meets Landlord’s design criteria andthe requirements of all local, state, and Federal building codes, laws, acts,rules, regulations, ordinances, permitting requirements, inspections, andreviews, including but not limited to the American’s with Disabilities Act, andFire Life Safety. PERMIT SUBMISSION APPROVAL ONLY URW REPRESENTATIVE DATE wagner.benites 12/20/2022 Checked By Drawn By BJS Project Number:Copyright 2022c ISSUED FOR: A 1 32 242322212019181716151413121110987654 2 31 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 B C D E F G H J K L M N P Q R Ga s t i n g e r W a l k e r Ar c h i t e c t s | I n t e r i o r D e s i g n e r s | C o n s t r u c t i o n M a n a g e r s 81 7 W y a n d o t t e K a n s a s C i t y M i s s o u r i 6 4 1 0 5 8 1 6 . 4 2 1 . 8 2 0 0 g a s t i n g e r w a l k e r . c o m AMC Entertainment 11500 Ash Street Leawood, KS 66211 888.262.4386 2022.162 Permit Submittal 24 June 2022 Santa Anita 16 - Auditorium #8 400 S Baldwin Ave Suite 940-U, Arcadia, CA 91007 MEP Structural Copyright ©2022 American Multi-Cinema Inc. Renovation Revision Date 67 1 7 S h a w n e e M i s s i o n P k w y Suite 100, Overland Park, KS 66202 P: (913) 831-1262, F: (913) 831-0148 w w w .p m a e n g i n e e r i n g .c o m P M A E n g i n e e r i n g , c 2 0 2 2 EngineeringPM A l 1 5 9 0 2 M i d l a n d D r i v e S h aw n e e , K a n s a s 66 2 1 7 913.362.9090 | mail@h-be.com H &B P r oj ect Number : 22 10 085 © Hoss & Brown Engineers 2022 Professional Certification: I, Casey Steiner, certify that these documents were prepared or approved by me and that I am a duly licensed electrical engineer under the laws of the State of California, license number E20777, expiration date 6/30/2024 City Comment 22 September 20221 City Comment 2 December 20222 Scale: Electrical Riser Diagram1Not To Scale CJS ELECTRICAL DETAILS, SCHEDULES & RISER DIAGRAM E9 } } } Landlord acknowledges Tenant’s intent to expedite permitting by thesubmission of these drawings for Plan Check through the Authorities havingjurisdiction over Tenant’s construction. This acknowledgement by Landlorddoes not constitute an assumption of responsibility by Landlord for theaccuracy or sufficiency of Tenant’s drawings as intended for construction orpermitting, nor act to substitute Landlord’s approval of Tenant’s FinalWorking Drawings. The sole purpose of this stamp is to expedite Tenant’spermitting efforts, and in no way supersedes any provision of Tenant’sLease. It is the responsibility of the Tenant, Tenant’s Consultants, andTenant’s General Contractor to field verify all site conditions to ensure thework represented herein, satisfactorily meets Landlord’s design criteria andthe requirements of all local, state, and Federal building codes, laws, acts,rules, regulations, ordinances, permitting requirements, inspections, andreviews, including but not limited to the American’s with Disabilities Act, andFire Life Safety. PERMIT SUBMISSION APPROVAL ONLY URW REPRESENTATIVE DATE wagner.benites 12/20/2022 Scale: New Work Electrical Plan11/4" = 1'-0" Checked By Drawn By BJS Project Number:Copyright 2022c ISSUED FOR: A 1 32 242322212019181716151413121110987654 2 31 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 B C D E F G H J K L M N P Q R Ga s t i n g e r W a l k e r Ar c h i t e c t s | I n t e r i o r D e s i g n e r s | C o n s t r u c t i o n M a n a g e r s 81 7 W y a n d o t t e K a n s a s C i t y M i s s o u r i 6 4 1 0 5 8 1 6 . 4 2 1 . 8 2 0 0 g a s t i n g e r w a l k e r . c o m AMC Entertainment 11500 Ash Street Leawood, KS 66211 888.262.4386 2022.162 Permit Submittal 24 June 2022 Santa Anita 16 - Auditorium #8 400 S Baldwin Ave Suite 940-U, Arcadia, CA 91007 MEP Structural Copyright ©2022 American Multi-Cinema Inc. Renovation Revision Date 6 7 1 7 S h a w n e e M i s s i o n P k w y Suite 100, Overland Park, KS 66202 P: (913) 831-1262, F: (913) 831-0148 w w w .p m a e n g i n e e r i n g .c o m P M A E n g i n e e r i n g , c 2 0 2 2 EngineeringPM A l 1 5 9 0 2 M i d l a n d D r i v e S h a w n ee , Ka n sa s 6 621 7 913.362.9090 | mail@h-be.com H&B Project Nu mber : 2210085 © Hoss & Brown Engineers 2022 Professional Certification: I, Casey Steiner, certify that these documents were prepared or approved by me and that I am a duly licensed electrical engineer under the laws of the State of California, license number E20777, expiration date 6/30/2024 City Comment 22 September 20221 City Comment 2 December 20222 CJS N IMAX PHOTOMETRIC PLANS E10 Auditorium #8 IMAX Projection Equipment Room --- Auditorium #8 IMAX 3.3 3.4 1.7 1.8 2.1 3.3 6.1 8.1 8.0 5.8 3.4 2.3 2.8 4.9 7.5 8.2 7.0 4.3 2.5 2.3 3.7 6.3 8.2 8.0 5.6 2.8 1.4 1.1 1.7 4.0 4.6 3.8 2.7 1.5 3.4 6.1 7.8 7.7 5.9 3.5 2.4 2.9 5.0 7.3 7.9 6.9 4.4 2.6 2.4 3.9 6.3 7.9 7.7 5.6 2.9 1.4 1.1 2.2 6.2 7.2 6.2 6.9 7.7 7.0 7.1 8.0 7.2 5.7 6.5 5.7 3.6 5.1 2.8 6.1 8.3 4.5 5.2 7.3 4.0 5.8 8.2 4.4 5.1 7.2 3.9 2.0 2.6 1.5 0.5 0.6 7.2 6.9 7.0 6.7 7.3 7.0 9.6 9.6 10.1 10.6 6.3 7.5 7.9 8.8 6.1 7.2 6.4 7.4 6.4 7.5 6.6 7.6 4.6 5.3 6.3 6.0 6.5 6.3 5.8 5.5 2.2 2.5 6.5 6.3 5.0 5.7 5.8 6.7 5. 0 4. 3 4. 6 4. 8 4. 2 4. 9 4. 4 4. 6 4. 8 4. 3 4. 7 4. 1 8. 7 7. 6 7. 9 8. 3 7. 1 8. 1 7. 4 7. 4 7. 7 6. 9 7. 4 6. 6 5. 9 5. 0 5. 3 5. 6 4. 9 5. 7 5. 1 5. 3 5. 5 4. 9 5. 4 4. 7 5. 4 5. 9 4. 6 5. 5 5. 2 4. 9 5. 4 4. 4 4. 8 8. 7 9. 7 7. 4 8. 5 8. 2 7. 3 7. 9 6. 5 6. 8 5. 2 5. 6 4. 4 5. 3 5. 0 4. 7 5. 2 4. 2 4. 6 7. 4 6. 5 7. 8 6. 6 7. 0 7. 2 6. 3 6. 9 6. 3 7. 4 6. 6 7. 8 6. 6 7. 0 7. 2 6. 3 7. 0 6. 3 1.7 1.6 1.7 1.6 1.8 1.7 1.8 1.7 1.9 1.8 1.9 1.8 1.9 1.8 1.9 2.0 2.0 1.9 1.9 2.1 2.2 2.3 2.4 2.3 2.3 2.2 2.0 1.9 2.0 2.1 2.2 2.3 2.4 2.5 2.5 2.5 2.4 2.4 2.4 2.5 2.4 2.4 2.3 2.2 2.1 1.9 2.0 2.2 2.3 2.4 2.5 2.5 2.5 2.5 2.5 2.4 2.4 2.3 2.3 2.3 2.3 2.4 2.4 2.5 2.5 2.5 2.5 2.4 2.4 2.3 2.1 2.0 2.0 2.2 2.3 2.4 2.5 2.6 2.6 2.5 2.5 2.4 2.4 2.4 2.3 2.3 2.4 2.4 2.4 2.5 2.5 2.6 2.5 2.5 2.4 2.3 2.1 2.0 2.0 2.6 2.6 2.6 2.6 2.5 2.5 2.4 2.4 2.4 2.4 2.4 2.4 2.5 2.5 2.6 2.6 2.6 2.5 2.2 2.0 2.5 2.5 2.5 2.4 2.4 2.4 2.4 2.5 2.5 2.5 2.3 2.1 2.3 2.1 2.2 2.0 2.3 2.0 2.1 1.9 2.0 1.9 1.8 1.7 1.6 1.5 1.4 1.3 1.2 1.1 1.0 0.9 0.8 0.7 0.7 0.6 0.5 0.5 0.5 0.4 0.4 0.3 0.3 0.3 1.6 1.6 1.7 1.7 1.7 1.8 1.7 1.8 1.7 1.9 1.8 1.9 1.8 1.9 2.1 2.3 2.1 2.3 2.1 2.3 2.1 2.3 1.9 2.2 1.9 2.1 1.7 1.8 1.5 1.6 1.3 1.4 1.1 1.2 0.9 1.0 0.7 0.8 0.6 0.7 0.5 0.5 0.4 0.5 0.3 0.3 0.3 0.3 Landlord acknowledges Tenant’s intent to expedite permitting by thesubmission of these drawings for Plan Check through the Authorities havingjurisdiction over Tenant’s construction. This acknowledgement by Landlorddoes not constitute an assumption of responsibility by Landlord for theaccuracy or sufficiency of Tenant’s drawings as intended for construction orpermitting, nor act to substitute Landlord’s approval of Tenant’s FinalWorking Drawings. The sole purpose of this stamp is to expedite Tenant’spermitting efforts, and in no way supersedes any provision of Tenant’sLease. It is the responsibility of the Tenant, Tenant’s Consultants, andTenant’s General Contractor to field verify all site conditions to ensure thework represented herein, satisfactorily meets Landlord’s design criteria andthe requirements of all local, state, and Federal building codes, laws, acts,rules, regulations, ordinances, permitting requirements, inspections, andreviews, including but not limited to the American’s with Disabilities Act, andFire Life Safety. PERMIT SUBMISSION APPROVAL ONLY URW REPRESENTATIVE DATE wagner.benites 12/20/2022 6717 Shawnee Mission Parkway | Suite 100 | Overland Park, KS 66202 | 913-831-1262 | Fax 913-831-0148 pmaengineering.com STRUCTURAL DESIGN CALCULATIONS For IMAX at AMC Santa Anita Auditorium #8 Arcadia CA Revision 1 13 March 2020 Pages 1 – 67 March 13, 20205/18/2022 May 27, 2022June 24, 2022 6/22/2022 001 002 003 004 005 006 007 008 009 010 011 012 013 014 015 016 017 018 019 020 021 022 023 024 025 026 027 028 029 030 031 032 033 034 035 036 037 038 039 040 041 042 043 044 045 046 047 048 049 050 051 052 053 054 055 056 057 058 059 060 061 062 063 064 065 066 067 6717 Shawnee Mission Parkway | Suite 100 | Overland Park, KS 66202 | 913-831-1262 | Fax 913-831-0148 pmaengineering.com SUPPLEMENTAL STRUCTURAL DESIGN CALCULATIONS For IMAX at AMC Santa Anita 16 Auditorium #8 Arcadia, California Delta 4, IMAX XT Updates February 24, 2023 Pages 001 – 140 FEB 27 2023 001 002 003 004 005 006 007 008 009 010 011 012 013 014 015 016 017 018 019 020 021 022 023 024 025 026 027 028 029 030 031 032 033 034 035 036 037 038 039 040 041 042 043 044 045 046 047 048 049 050 051 052 053 054 055 056 057 058 059 060 061 062 063 064 065 066 067 068 069 070 071 072 073 074 075 076 077 078 079 080 081 082 083 084 085 086 087 088 089 090 091 092 093 094 095 096 097 098 099 100 101 102 103 104 105 106 107 108 109 110 111 112 113 114 115 116 117 118 119 120 121 122 123 124 125 126 127 128 129 130 131 132 133 134 135 136 137 138 139 140