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Home My WebLink About400 S Baldwin Ave - 2022 - TI IMAX at AMC Renovation (Rev 1)AMC Santa Anita 16 Aud 8 400 S Baldwin Ave, Suite 940-U Arcadia, CA, 91007 Baldwin Avenue Baldwin Avenue Huntington Drive Huntington Drive C olor a 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. Replace existing screen frame. -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 1 / 8 " 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 2023c 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 © 2023 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 15902 Midland Drive Shawnee, Kansas 66217 mail@hbengineerskc.com (913) 362-9090 phone Final QC Permit Set C: \ U s e r s \ e n e e d h a m \ D o c u m e n t s \ 2 0 2 2 . 1 6 2 S a n t a A n i t a X T A S R 5 _ 2 0 2 3 C E N T R A L _ e n e e d h a m V Q T H B . r v t 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 Equip. 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 S0.7 Typical Details S1.1 Riser Framing Plan S3.1 Sections & Details S3.2 Sections & Details S4.1 Screen Structure Front Isometric S4.2 Screen Structure Back Isometric S4.3 Screen Structure Support Details S4.4 Screen Structure Isometric 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 4 4 4 4 1 City Comment 22 September 2022 4 IMAX XT Updates 24 February 2023 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. Not used. 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 stairs to remain, typical Remove all existing handrails, typical Typical of (3): Salvage and protect existing IMAX DFL speakers to be reinstalled on new screen frame, unless directed otherwise by AMC Existing 2" thick acoustical insulation to remain, typical, patch as necessary Remove existing IMAX screen frame to be replaced, coordinate with owner Existing floor-mounted guardrails to be removed, typical Existing metal handrails to be removed, typical Remove existing sub-bass speaker, store/ship per owner direction 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 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 be removed. • New wall covering below new acoustical sidewall panels. • New handrails at all locations. 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 2023c 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 © 2023 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 15902 Midland Drive Shawnee, Kansas 66217 mail@hbengineerskc.com (913) 362-9090 phone Final QC Permit Set C: \ U s e r s \ e n e e d h a m \ D o c u m e n t s \ 2 0 2 2 . 1 6 2 S a n t a A n i t a X T A S R 5 _ 2 0 2 3 C E N T R A L _ e n e e d h a m V Q T H B . r v t 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 4 4 4 1 City Comment 22 September 2022 4 IMAX XT Updates 24 February 2023 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 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 6" Ne w I M A X I m a g e W i d t h = 5 1 ' - 1 0 " ( 1 . 9 0 : 1 A s p e c t R a t i o) 6" No t i f y a r c h i t e c t i f d e v i a t i o n i s g r e a t e r t h a n 1 " 52 ' - 9 1 / 2 " - G . C t o v e r i f y p r i o r t o s t a r t c o n s t r u c t io n 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 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 Existing 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 Typical of (4): New IMAX Sub-bass speakers, provided by IMAX, installed by contractor Projection Equipment Room Typical of (3): Reinstall existing IMAX DFL speakers on new screen frame unless directed otherwise by AMC/IMAX Install new screen frame, screen sheet, and screen shakers, screen frame and screen shaker engineering and layout 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 A1 A18 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) Existing 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 " 32 ' - 2 " 6'- 4 1 / 2 " 3' - 1 0 " 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'-0" 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 " m i n . 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 to C L o f g u a r d r a i l 5' - 7 1 / 2 " to C L o f g u a r d r a i l 5'- 7 1 / 2 " Note: All existing white electrical outlets shall be replaced with new black receptacles Anchor for seat installation of Rocker seat: WHEN ATTACHING THE ROCKER SEAT 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 ROCKER SEAT 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 CVL stage speaker, supplied by IMAX, Installed by Contractor Note:Engineering and detailing of 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/L 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 " t y p . EQ typ. EQ EQ 22 ' - 5 3 / 4 " 22 ' - 5 3 / 4 " 5" 3'- 4 " m i n . 3' - 6 " ± 8"3'-0"5"8"1'-1"5" 4'-3 1/4"4'-8"6'-7"12'-8" 8"1'-1"5" 12'-8"6'-7"4'-8"4'-3 1/4" 3' - 4 " m i n . 3'- 6 " ± 5" 8"3'-0"5" 3' - 4 " m i n . 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 slo p e d flo o r 3'- 4 " 1 : 2 0 sl o 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 14'-1 3/4"4'-8 1/4"4'-8"4'-8 1/4" 6" 1'-4" 8'-4" For work in projector equipment room, Re: Mechanical, Electrical, Structural, /A9 A6 4 EQ EQ 4 4 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 2023c 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 © 2023 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 15902 Midland Drive Shawnee, Kansas 66217 mail@hbengineerskc.com (913) 362-9090 phone Final QC Permit Set C: \ U s e r s \ e n e e d h a m \ D o c u m e n t s \ 2 0 2 2 . 1 6 2 S a n t a A n i t a X T A S R 5 _ 2 0 2 3 C E N T R A L _ e n e e d h a m V Q T H B . r v t 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 2022 4 IMAX XT Updates 24 February 2023 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: “21181-A1.1 Theater Geometry”received 12/21/2022. 4 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"12'-10"12'-10" 1' - 4 " 7' -6" Above Projection Level Typical of (2): Relocate existing IMAX DRL Rear Loudspeaker, install on new support frame, Re: Structural Auditorium #8 (IMAX) Install new screen sheet and screen shakers on existing frame, screen shaker layout and engineering by IMAX Centerline of screen and auditorium Speaker locations per IMAX geometry Ma t c h l i n e Ma t c h l i n e Speaker locations per IMAX geometry Above Projection Level8'-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 For existing speakers and equipment to be reused: 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 Typical of (3): Reinstall existing IMAX speakers on new screen frame unless directed otherwise by AMC/IMAX Install (1) New CVL stage speaker, supplied by IMAX, Installed by Contractor Raise portion of existing ceiling to 13'-10" above surface of back row. 8'-6" 8' - 7 " 8'-6" Raise portion of existing ceiling to 13'-10" above surface of back row. 4'-4" 4'-4" 4' - 4 " 13 ' - 2 " 13 ' - 2 " Relocate existing can light Relocate existing can light 4 Checked By Drawn By Project Number:Copyright 2023c 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 © 2023 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 15902 Midland Drive Shawnee, Kansas 66217 mail@hbengineerskc.com (913) 362-9090 phone Final QC Permit Set C: \ U s e r s \ e n e e d h a m \ D o c u m e n t s \ 2 0 2 2 . 1 6 2 S a n t a A n i t a X T A S R 5 _ 2 0 2 3 C E N T R A L _ e n e e d h a m V Q T H B . r v t 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 4 4 4 4 IMAX XT Updates 24 February 2023 ˆ/˘˚A5˙.+9˘ˆ˘ˆ˙((.B ˚. ˙2˘˙4A.ˆ˚˘&˙9ˆ+˘˛ˇ/˘ˆ˚(6 C 4,9˘@ˆ˚˘&D˘˛ˇ ˝ ˝ ! 4 ( ,I7˚?(J ˚˝˜˝ 5D%" 1˝˝" 3!! 5 1˝˝" 1"˝2#˙ 9>˝. #˝0#'%%˝˝ 1"˝2#˙ 9>9 ˛˙˝#˝#˝0#'% %˝H#˝ 1"˝2#˙ 9>%˝˜˝ %˝˝#˝0#'%% ˝H#˝ 1"˝2#˙ 9> >˝˚˝˜˝#˝- #˝0#'%%˝H# ˝ 1"˝2#˙%˝˝ #˝0#'%%˝H#˝ 52#˙%˝ ˝˝" ',3˜ 3!! 5 1˝˝" (˝˝.* / 9>>& 7#%˝˜˝%˝ ˝%˝-, 9> #-,4++ ˚˝˜˝ 5D%" 1˝˝" (?*/ 9>D%" .#%˝-, 9> 1$5 / 9>>&7# ˚˝˜˝%˝-, 9> 1$9'5 / 9>>&9 ˝#˝%˝ -, 9> 1$5 52#˙%˝ ˝˝" ,I7˚?(J AC"+ ?H@C HAC ?H @ C H˘ C ˘H ? 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" # ˜ $ 3# !5 ˆ˙˝6˛˚˛˜'˙35˙7˙ 8 9::˙5˙9˙˙ˇ ;<˙55˙1=˙/; ˙9::ˆˆˆˆ= ˘ 55˙:˙ 5:9!95˙9˙;5˙:˘7˜-+((; >ˆ˙˙)?˜˚?˛˚˛˜8 &=˙:˙ -)˚˛3˙5˙= !;1::,,˛+ ˙5@˘˝˙:8 A)˜B˜,˛7)˚)˚ˆ $˙54 ˙! ˇC " : : C C : C ˛ ˚ ˛ ˛ 8 , ˛ ! ' ˙ D E '! & - F ˛ ˚ ˛ ˜ # E & ' 2 F G 4 E / 8 = ', '˙˙H* ˙#M˙ˆ &5: # ! ˛˚˛˛8,˛ ˛(0˛˚˛˛ '3#˙ -˚˚':! 2;1::,,˛ ***8˛,˛8(˜*, 3'D&=˙ !'˙, '˙˙H* (˚˚!85˙'=8;!˙)(˚7" '˙;')˚˚+ ˚˛J (J *J ˚ I ˛I (I ˚ I ˛I (I ˚ I ˛I (I ˘0CG˘HC ˘5D%"1˝˝" ˛"˝˝˚ ˘0CG˘HC 5D%"1˝˝" 6˝˝˚ ˘0CG˘HC ˘ˇ5D%"1˝˝" 1˚ A0@CG˘HCK 9˘A ˝")@ 5˝5D%"1˝˝" ˘0?CG˘HCˇ 9ˇ˝ 9>˚˝˜˝ ˘˘0?CG˘HCK 9˘˝˚˝˜˝8˝ ˚ ,J I ˛I ˚ *J I(J ˛I*J ( ( ( ( ( 3'DDE"ˆ: ˛($˘˛˚˛˜ Confirm IMAX Design with AMC prior to installing & aiming speakers. IMAX geometry shown received from AMC titled: “21181-A1.1 Theater Geometry”received 12/21/2022. 4 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" Bottom of existing conduit, 8'-4" AFF. Bottom of existing duct, 10'-3" AFF. 3' - 1 1 " 8 E Q R i s e r s @ 1 7 . 7 5 " e a c h 11 ' - 1 0 " 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 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): Relocate existing IMAX DRL Rear Loudspeaker, install on new support frame, Re: Structural 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"8'-10"4'-4" mi n . 8' - 0 " 1' - 1 0 " 2'- 0 " 2' - 1 0 " 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 Pe r I M A X g e o m e t r y 14 ' - 1 1 " Pe r I M A X g e o m e t r y 19 ' - 9 " Pe r I M A X g e o m e t r y 26 ' - 5 " New black masking skirt New tuning microphone, final location by IMAX 8' - 0 " Carpet base (PCP-1) black Reinstall existing tritium exit sign, recessed in acoustical panel 2'- 2 " Beyond, new F.E.C, paint black, Re: Specifications Contractor shall install the seats such that the seat backs do not contact the rear wall in the rocket position 1' - 8 1 / 2 " 11 1 / 4 " 11 1 / 4 " Duct-liner (Existing wall panels) 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 10 ' - 0 " min. 7" 44° 26° 1 8° Sc r e e n I m a g e H e i g h t = 2 8 ' - 8 " ( 1 . 9 0 : 1 A s p e c t R a t i o ) 1' - 0 " 13 ' - 1 0 " 13 ' - 4 " 4 New IMAX XT Laser Projector 4 New black masking curtain 10'-8"4 8'-9" 10'-0" Existing Acoustical panels to remain 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 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 E Q R i s e r s @ 5 . 9 " e a c h 11 ' - 1 0 " Pe r I M A X g e o m e t r y 19 ' - 9 " 4'-4"21'-8" 2' - 0 " New tuning microphone, final location by IMAX Existing 2" acoustic insulation to remain, typical, patch as necessary Existing 4" acoustic insulation to remain, typical patch as necessary 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 Paint wall surface above existing acousical panels (PP-4) Typical of (2): Relocate existing IMAX DRL Rear Loudspeaker, install on new support frame, Re: Structural 13 ' - 4 " 13 ' - 1 0 " 8 E Q R i s e r s @ 5 1 / 8 " E A . 3' - 5 " 2" 1 10 ' - 0 " 10'-0" Checked By Drawn By Project Number:Copyright 2023c 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 © 2023 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 15902 Midland Drive Shawnee, Kansas 66217 mail@hbengineerskc.com (913) 362-9090 phone Final QC Permit Set C: \ U s e r s \ e n e e d h a m \ D o c u m e n t s \ 2 0 2 2 . 1 6 2 S a n t a A n i t a X T A S R 5 _ 2 0 2 3 C E N T R A L _ e n e e d h a m V Q T H B . r v t 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 1/4" = 1'-0" J1 Auditorium #8 - Section at Aisle Stairs 4 1 City Comment 22 September 2022 4 IMAX XT Updates 24 February 2023 Confirm IMAX Design with AMC prior to installing & aiming speakers. IMAX geometry shown received from AMC titled: “21181-A1.1 Theater Geometry”received 12/21/2022. 4 3' - 6 " New carpet base (PCP-1) Panel joint typ. 4'-0" New IMAX XT Laser projection port window provided by IMAX, installed by G.C Centerline of screen Level row M G. C t o v e r i f y 7' - 7 3 / 8 " EQ.EQ. New floor mounted guardrail, 34' tall, paint (PP-31) 2' - 1 0 " Existing viewport window to remain 4 Existing Acoustical panels to remain 4 8 r i s e r s @ 5 1 / 8 " e a c h 3'- 5 " 2" 1' - 1 0 " 1' - 1 0 " 2' - 0 " A15 G1 5/8" Poplar wood trim with edges, paint (PP-1) Sim. New LED aisle lighting, Re: Electrical 1' - 1 0 " AUDITORIUM FLOOR -2' - 6" New black masking skirt 3' - 7 " at c e n t e r l i n e IM A X S c r e e n I m a g e H e i g h t = 2 8 ' - 8 " ( 1 . 9 : 1 A s p e c t R a ti o ) 1' - 0 " Centerline of screen and Auditorium Level row A Notify architect if deviation is greater than 1" 52'-10" - GC to verify prior to start of construction EQ IMAX Screen Image Width = 51'-10" (1.9:1 Aspect Ratio)EQ EQ EQ New black masking curtain Checked By Drawn By Project Number:Copyright 2023c 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 © 2023 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 15902 Midland Drive Shawnee, Kansas 66217 mail@hbengineerskc.com (913) 362-9090 phone Final QC Permit Set C: \ U s e r s \ e n e e d h a m \ D o c u m e n t s \ 2 0 2 2 . 1 6 2 S a n t a A n i t a X T A S R 5 _ 2 0 2 3 C E N T R A L _ e n e e d h a m V Q T H B . r v t 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 4 1 City Comment 22 September 2022 4 IMAX XT Updates 24 February 2023 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 ALTERNATE 2 -AUDITORIUM SIDE WALL FINISHES • Existing auditorium side and rear wall finishes (Acoustical Panels) to be removed. • New wall covering below new acoustical sidewall panels. • New handrails at all locations. 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): Relocate existing IMAX DRL Rear Loudspeaker, install on new support frame, Re: Structural 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 24 E Q R i s e r s @ 5 . 9 " e a c h 11 ' - 1 0 " Pe r I M A X g e o m e t r y 19 ' - 9 " 4'-4"21'-8" 2' - 0 " 8' - 0 " New tuning microphone, final location by IMAX Existing 2" acoustic insulation to remain, typical, patch as necessary Existing 4" acoustic insulation to remain, typical patch as necessary A15 A15 typ. Duct-liner(PWPF-1) 13 ' - 4 " 13 ' - 1 0 " Paint wall surface above existing acousical panels (PP-4) 10'-0" 10 ' - 0 " 3' - 6 " 10'-8" 3' - 6 " 3'- 6 " Checked By Drawn By Project Number:Copyright 2023c 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 © 2023 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 15902 Midland Drive Shawnee, Kansas 66217 mail@hbengineerskc.com (913) 362-9090 phone Final QC Permit Set C: \ U s e r s \ e n e e d h a m \ D o c u m e n t s \ 2 0 2 2 . 1 6 2 S a n t a A n i t a X T A S R 5 _ 2 0 2 3 C E N T R A L _ e n e e d h a m V Q T H B . r v t 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 0 1'4" 2'8" 5'4" NORTH 0 1' 2' 4' 1/4" = 1'-0"A4 A1 Auditorium #8 - Section at Aisle Stairs - ALTERNATE #2 4 4 1 City Comment 22 September 2022 4 IMAX XT Updates 24 February 2023 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, SCREEN FRAME, RTU SUPPORT HAND RAILS, GUARD RAILS, CEILING SPEAKERS, SCREEN FRAME, RTU SUPPORT 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. HAND RAILS, GUARD RAILS, CEILING SPEAKERS, SCREEN FRAME, RTU SUPPORT HAND RAILS, GUARD RAILS, CEILING SPEAKERS, SCREEN FRAME, RTU SUPPORT HAND RAILS, GUARD RAILS, CEILING SPEAKERS, SCREEN FRAME, RTU SUPPORT HAND RAILS, GUARD RAILS, CEILING SPEAKERS, SCREEN FRAME, RTU SUPPORT HAND RAILS, GUARD RAILS, SPEAKER FRAMES, SCREEN FRAME, RTU SUPPORT 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, SCREEN FRAME 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 FEB 24 2023 C: \ U s e r s \ s s u m p t e r \ D o c u m e n t s \ P 2 3 0 2 9 S a n t a A n i t a 1 6 A u d # 8 I M A X v 2 0 2 3 _ _ s s u m p t e r . r v t 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 g.SCREEN FRAME CATWALKS FOR MAINTENANCE 40 PSF 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 4.Ip (PERPENDICULAR TO SCREEN)1.0 5.Ip (PARALLEL TO SCREEN)1.25 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. H.REFER TO SHEET S4.1 FOR IMAX SCREEN STRUCTURE DESIGN LOADS. 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 S0.7 TYPICAL DETAILS S1.1 RISER FRAMING PLAN S3.1 SECTIONS & DETAILS S3.2 SECTIONS & DETAILS S4.1 SCREEN STRUCTURE FRONT ISOMETRIC S4.2 SCREEN STRUCTURE BACK ISOMETRIC S4.3 SCREEN STRUCTURE SUPPORT DETAILS S4.4 SCREEN STRUCTURE ISOMETRIC 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 4 4 4 4 4 4 1 CITY COMMENT 22 September 2022 4 IMAX XT Updates 24 February 2023 FEB 27 2023 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 FEB 24 2023 C: \ U s e r s \ s s u m p t e r \ D o c u m e n t s \ P 2 3 0 2 9 S a n t a A n i t a 1 6 A u d # 8 I M A X v 2 0 2 3 _ _ s s u m p t e r . r v t 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.ADHESIVE ANCHORING SYSTEMS SHALL BE ACCEPTABLE FOR LONG-TERM LOADING. ONLY NON-EPOXY (HYBRID) BASED ADHESIVES SHALL BE INSTALLED WHEN BASE MATERIAL TEMPERATURES ARE BELOW 40 DEGREES F. I.POST-INSTALLED ANCHORAGE SHALL ONLY BE USED WHERE SPECIFIED ON THESE DOCUMENTS. THE CONTRACTOR SHALL OBTAIN APPROVAL FROM THE ENGINEER PRIOR TO USING POST-INSTALLED ANCHORAGE ELSEWHERE. CARE SHALL BE TAKEN TO AVOID CONFLICTS WITH EXISTING REINFORCING BARS J.SUBMITTALS ARE THE CONTRACTOR'S RESPONSIBILITY AND MUST INCLUDE EVALUATION REPORTS FROM THE INTERNATIONAL CODE COUNCIL (ICC-ES EVALUATION REPORT). K.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.SEISMIC AND WIND ANCHORAGE AND SWAY BRACING OF MECHANICAL AND ELECTRICAL SYSTEM COMPONENTS 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 d.POST-INSTALLED ANCHORS 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 4 44 1 CITY COMMENT 22 September 2022 4 IMAX XT Updates 24 February 2023 FEB 27 2023 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"⌀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"⌀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. 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 (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 @ NEW RISER & STAIR CONSTRUCTION) PROVIDE 1/4"⌀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 FEB 24 2023 C: \ U s e r s \ s s u m p t e r \ D o c u m e n t s \ P 2 3 0 2 9 S a n t a A n i t a 1 6 A u d # 8 I M A X v 2 0 2 3 _ _ s s u m p t e r . r v t 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 4 4 4 4 4 1 CITY COMMENT 22 September 2022 4 IMAX XT Updates 24 February 2023 FEB 27 2023 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"⌀DEWALT TOGGLE BOLTS LOCATED @ 120 DEG PATTERN (3) 1/4"⌀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"⌀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 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. 3.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"⌀HILTI KWIK BOLT TZ2 CARBON STEEL EXPANSION ANCHORS w/ 2" EMBED (ESR-4266) (TYP) PL1/4"x6"x0'-6" BASE PLATE (TYP) STEEL TUBE BARRIER RAIL UPRIGHT 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 PER SECTIONS & DETAILS CENTERED VERSION OFFSET VERSION CL RAIL = CL BASE PLATE 7/ 8 " 6" 3/ 4 " 3/ 4 " 6" 3/4"3/4" 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"⌀HEX HEAD BOLTS AND CHANNEL NUTS (TYP) UNISTRUT P1186 FITTING w/ 1/2"⌀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 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"⌀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"⌀A36 THREADED ROD IN LIEU OF TELESTRUT & FITTING CONNECTION ATTACH UNISTRUT TO EA JOIST w/ 3/8"⌀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"⌀THRU BOLTS w/ WASHER NUT & JAM NUT T&B (2) 1/2"⌀THRU BOLTS w/ WASHER & NUT T&B PL1/4" x 2" SQ PLATE WASHER, 1/2"⌀NUT, AND JAM 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 FEB 24 2023 C: \ U s e r s \ s s u m p t e r \ D o c u m e n t s \ P 2 3 0 2 9 S a n t a A n i t a 1 6 A u d # 8 I M A X v 2 0 2 3 _ _ s s u m p t e r . r v t 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 4 4 4 4 4 2 CITY COMMENT 2 December 2022 3 CITY COMMENT 19 January 2023 4 IMAX XT Updates 24 February 2023 FEB 27 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"⌀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"⌀A36 THREADED RODS 1/2"⌀WASHER, NUT, & JAM NUT @ EACH THREADED ROD CONNECTION U.N.O. (TYP) PL1/4" x 2" SQ PLATE WASHER, 1/2"⌀NUT, & JAM NUT (TYP) 4 5 ° M A X (TYP) 6" MIN AT CONTRACTOR'S OPTION, PROVIDE ADDITIONAL 1/2"⌀ NUT ABOVE ISOLATION HANGER FOR INSTALL 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"⌀A36 THREADED RODS 1/2"⌀WASHER, NUT, & JAM NUT @ EACH THREADED ROD CONNECTION U.N.O. (TYP) PL1/4" x 2" SQ PLATE WASHER, 1/2"⌀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. (2) LAYERS OF 5/8" PLYWOOD BLOCKING, REF PLYWOOD ELEVATION PER 7/S0.4 FOR ADDITIONAL INFORMATION AT CONTRACTOR'S OPTION, PROVIDE ADDITIONAL 1/2"⌀ NUT ABOVE ISOLATION HANGER FOR INSTALL 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"⌀A36 THREADED STEEL RODS TO STRUCTURE ABOVE. SEE OTHER DETAILS THESE DOCUMENTS. SECTION 1/2" WASHER STEEL FRAME MEMBER HEAVY 1/2"⌀NUT 1/2" WASHER JAM NUT OVERHEAD SPEAKER FRAME PLAN HSS2x2x3/16 STEEL FRAME MEMBER (TYP) (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" (T Y P ) EQ (T Y P ) EQ 1/2"⌀A36 THREADED STEEL ROD THROUGH FRAME (4 LOCATIONS) w/ DOUBLE 1/2"⌀ NUTS, WASHERS, AND MIN (3) THREAD PROTRUSION OPPOSITE SIDE. AFTER INSTALLATION, INTENTIONALLY DAMAGE THREADS TO PREVENT LOOSENING (TYP) CHAIN PROVIDED BY IMAX (TYP) HSS2x2x3/16 STEEL FRAME (TYP) REAR SPEAKER FRAME PLAN 3/16 TYP 4' - 0 " EQ EQ 4' - 0" EQ EQ HSS2x2x3/16 STEEL FRAME MEMBER (TYP) 1" (TYP) EQ (TYP) EQ EX I S T I N G B E A M S P A C I N G ( 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 (T Y P ) 90 ° ( 4 S I D E S ) 1/4"⌀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 FEB 24 2023 C: \ U s e r s \ s s u m p t e r \ D o c u m e n t s \ P 2 3 0 2 9 S a n t a A n i t a 1 6 A u d # 8 I M A X v 2 0 2 3 _ _ s s u m p t e r . r v t 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 2 2 3 4 4 4 4 2 CITY COMMENT 2 December 2022 3 CITY COMMENT 19 January 2023 4 IMAX XT Updates 24 February 2023 FEB 27 2023 TYP 4' - 0" TY P 4' - 0 " 6' - 0 " M A X 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" M A X ( T Y P ) 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"⌀MIN UP TO 4'-6" AND 1"⌀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 SEISMIC BRACKET PROVIDED BY IMAX. PROJECTOR SEISMIC BRACKET ATTACHMENT PER IMAX (TYP EA CORNER) (2) 3/8"⌀HILTI HUS-EZ SCREW ANCHORS w/ 2 1/8" EMBEDMENT AT EA SEISMIC BRACKET (ESR-3027) IMAX LASER XT PROJECTOR FRONT VIEW IMAX AUDIO RACK SEISMIC BRACKET PROVIDED BY IMAX. AUDIO RACK TO SEISMIC BRACKET ATTACHMENT PER IMAX (TYP EA CORNER) (1) 3/8"⌀HILTI HUS-EZ SCREW ANCHOR w/ 2 1/8" EMBEDMENT AT EA SEISMIC BRACKET (ESR-3027) EXIST LIGHTWEIGHT CONCRETE OVER 2"x20 GA DECK (TYP) (F.V.) 3" MIN 3" MIN IMAX AUDIO RACK 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 FEB 24 2023 C: \ U s e r s \ s s u m p t e r \ D o c u m e n t s \ P 2 3 0 2 9 S a n t a A n i t a 1 6 A u d # 8 I M A X v 2 0 2 3 _ _ s s u m p t e r . r v t 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 4 1 CITY COMMENT 22 September 2022 4 IMAX XT Updates 24 February 2023 FEB 27 2023 STEEL CHAINS AND SPEAKER PROVIDED BY IMAX STEEL TUBE SPEAKER SUPPORT FRAME PER 3/S0.5 EXISTING STRUCTURE ABOVE PROVIDE JOIST REINFORCING PER 11/S3.2 @ UNISTRUT ATTACHMENT LOCATIONS (TYP) UNISTRUT P2786 FITTING (TYP) NOTES: 1. THE MAXIMUM SPEAKER WEIGHT ALLOWED FOR THIS DETAIL IS 265 LBS. IF THE WEIGHT OF THE SPEAKER RECEIVED EXCEEDS THIS WEIGHT, THE INSTALLER AND GENERAL CONTRACTOR SHALL CONTACT THE ARCHITECT & E.O.R. FOR A REVISED DETAIL. 2. REFER TO ARCHITECTURAL DRAWINGS FOR ADDITIONAL SPEAKER INFORMATION. 3. REFER TO DETAIL 6/S0.4 TO ATTACH UNISTRUT @ UNEVEN STRUCTURE OR AROUND MECH INTERFERENCES. 4. (2) SEISMIC CABLES REQ'D @ EACH CORNER WHERE SEISMIC ANGLE BRACING EXCEEDS 45° UP TO 75° DUE TO AUDITORIUM GEOMETRY. EXISTING CEILING 45º OR LESS U.N.O. 7 5 º M A X @ B A C K W A L L 3/16 3-SIDES PATCH WALL AS REQ'D PER ARCH UNISTRUT P1001 SPANNING 8'-0" MAX 1/4"∅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) ISOLATION HANGERS (MASON INDUSTRIES #HD-B-WHITE) ON EACH THREADED ROD (4) 1/2"∅A36 THREADED RODS PL3/8"x6"x3" BENT PLATE w/ PRE-DRILLED HOLE THREADED RODS AND CABLES THROUGH CEILING TILES. RE: ARCH FOR GROMMET REQUIREMENTS (TYP) PL1/4" x 2" SQ PLATE WASHER, 1/2"∅NUT, & JAM NUT (TYP) 1/2"∅WASHER, NUT, & JAM NUT @ EACH THREADED ROD CONNECTION U.N.O. (TYP) 3'-0" CANTILEVER MAX 6" MIN AT CONTRACTOR'S OPTION, PROVIDE ADDITIONAL 1/2"⌀ NUT ABOVE ISOLATION HANGER FOR INSTALL 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 FEB 24 2023 C: \ U s e r s \ s s u m p t e r \ D o c u m e n t s \ P 2 3 0 2 9 S a n t a A n i t a 1 6 A u d # 8 I M A X v 2 0 2 3 _ _ s s u m p t e r . r v t S0.7 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.S0.7 1 REAR SUPPORT SPEAKER DETAIL 4 S0.7 3 NOT USED S0.7 2 NOT USED S0.7 4 NOT USED 4 IMAX XT Updates 24 February 2023 FEB 27 2023 1 S3.1 2 S3.1 3 S0.3 1 S3.2 TYPTYP 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. 4.DIAGONAL METAL STUD BRACES NOT SHOWN. COORDINATE BRACE LOCATIONS WITH SECTIONS AND TYPICAL DETAILS. (RE: SHEET S0.3) REFER TO SHEET S4.1 THRU S4.4 FOR NEW IMAX SCREEN FRAME STRUCTURE AND SUPPORT DETAILS NEW PROJECTION PORT FRAMING PER TYPICAL DETAILS NEW IMAX PROJECTOR & PEDESTAL (MAX WEIGHT = 600 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 = 420 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 S3.25 S3.2 RELOCATE EXISTING REAR SPEAKER TO REMAIN (TYP 2 LOCATIONS) SIDE SPEAKER & FRAME PER 2/S0.5 (TYP 2 LOCATIONS) OVERHEAD SPEAKER & FRAME PER 1/S0.5 (TYP) 4 LOCATIONS) -2' - 4 1/2" N E W RA M P PE R A RC 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 2 S4.3 1 S4.3 LEGEND: NEW METAL STUD FRAMING PER SECTIONS AND TYPICAL DETAILS. STUD ROWS @ 2'-6" O.C. MAX, TYPICAL U.N.O. APPROXIMATE EXTENT OF REQUIRED DEMOLITION AT EXISTING RISER STRUCTURE. COORDINATE FINAL EXTENT WITH NEW BUILT- UP RISER CONFIGURATION AND OTHER DETAILS. DO NOT DAMAGE EXISTING PRIMARY SLAB-ON-DECK. NEW CONCRETE BUILD-UP PER SECTIONS AND TYPICAL DETAILS. EXISTING STRUCTURE TO REMAIN (T.O. EXISTING STRUCTURE = T.O. BUILT-UP RISER ELEVATION). NEW IMAX SCREEN SHAKER RACK (MAX WEIGHT = 550 LBS). COORDINATE FINAL LOCATION w/ ARCH / MEP DRAWINGS NEW IMAX SUBWOOFER (MAX WEIGHT = 245 LBS / EA). COORDINATE FINAL LOCATION w/ ARCH / MEP DRAWINGS -1/4"-1/4" -1/4" EXIST EXISTEXIST NEW ROOF-MOUNTED CONDENSER ABOVE (MAX WEIGHT = 215 LBS). FINAL LOCATION PER ARCH / MEP DRAWINGS. PROVIDE THYBAR TEMS-1 MOUNTING RAILS PER TYPICAL DETAILS ON SHEET S3.2 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 . 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 FEB 24 2023 C: \ U s e r s \ s s u m p t e r \ D o c u m e n t s \ P 2 3 0 2 9 S a n t a A n i t a 1 6 A u d # 8 I M A X v 2 0 2 3 _ _ s s u m p t e r . r v t 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 4 4 4 4 4 4 4 4 1 CITY COMMENT 22 September 2022 4 IMAX XT Updates 24 February 2023 FEB 27 2023 LOBBY 0" PROJECTION 16' - 10" S0.3 1 2 S0.3 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 NEW IMAX PROJECTOR & PEDESTAL (MAX WEIGHT = 600 LBS) COORDINATE FINAL LOCATION w/ ARCH / MEP DRAWINGS. PROVIDE SEISMIC ANCHORAGE FOR NEW PROJECTION BOOTH EQUIPMENT PER 4/S0.6 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 REFER TO SHEET S4.1 THRU S4.4 FOR NEW IMAX SCREEN FRAME STRUCTURE AND SUPPORT DETAILS EXISTING 5" NWT CONCRETE OVER 3" -18 GA COMPOSITE SLAB-ON-DECK, TOTAL DEPTH = 8" (F.V.) EXIST 2 1/2" LTWT CONCRETE OVER 2" -18 GA COMPOSITE DECK, TOTAL DEPTH = 4 1/2" (F.V.) NEW IMAX SUBWOOFER (MAX WEIGHT = 245 LBS / EA). COORDINATE FINAL LOCATION w/ ARCH / MEP DRAWINGS RISER FRAMING PER SECTIONS AND DETAILS S0.3 4 S3.2 3 EXISTING 5" NWT CONCRETE OVER 3" -18 GA COMPOSITE SLAB-ON- DECK, TOTAL DEPTH = 8" (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" M I N 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 FEB 24 2023 C: \ U s e r s \ s s u m p t e r \ D o c u m e n t s \ P 2 3 0 2 9 S a n t a A n i t a 1 6 A u d # 8 I M A X v 2 0 2 3 _ _ s s u m p t e r . r v t 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 4 4 4 1 CITY COMMENT 22 September 2022 4 IMAX XT Updates 24 February 2023 FEB 27 2023 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 " M A X 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 " M A X 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"⌀HILTI HAS ROD SET w/ HILTI HIT-HY 200 V3 ADHESIVE (EMBED = 2 3/4") (ESR-4868) EXISTING STRUCTURE SHOWN HATCHED 2' - 0 " M A X 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 STRUCTURE 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 " M A X 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 NOTE: REFER TO "RTU SUPPORT CONNECTION DETAIL -ISOMETRIC" FOR ADDITIONAL INFORMATION. (2) 1/4"⌀x 2" LONG LAG SCREWS EA LEG, GALV (TYP EA CORNER) THYBAR TEMS-1 EQUIPMENT MOUNTING SUPPORTS w/ 18 GA GALV STEEL COUNTERFLASHING, SHELL AND BASE PLATE PER MANUFACTURER EXIST VERCO HSB-36 VERTLOCK DECK (18 GA) w/ SHEARTANZ II (F.V.) 8" M I N CONNECT THYBAR TEMS BASE PLATE TO ROOF DECK w/ #10 TEK SELF-DRILLING SCREWS @ 6" O.C. MIN AROUND PERIMETER EXISTING 28" STEEL BAR JOIST @ 7'-0" O.C. MAX (F.V.) EXIST 2" VERMICULITE CONCRETE w/ KEY MESH OVER POLYSTERENE BOARD (F.V.) ATTACH THYBAR TEMS-1 MOUNTING SUPPORT SHELL TO BASE PLATE w/ #10 TEK SELF- DRILLING SCREWS @ 6" O.C. (TYP @ PERIMETER) ROOFTOP EQUIPMENT PER MEP DWGS (MAX WEIGHT = 215 LBS) REINFORCE EXISTING ROOF JOIST PER 11/S3.2 VIBRATION ISOLATOR AS REQ'D PER MEP (TYP) NOTES: 1.RTU LOCATION AND ROOF DECK OPENING SIZE PER MEP DRAWINGS. COORDINATE w/ EQUIPMENT MANUFACTURER. 2.ALL ROOF DECK EDGES SHALL BE SUPPORTED BY A JOIST OR ANGLE CROSS PIECE (RE: 12/S3.2). ROOF DECK SHALL BE ATTACHED TO SUPPORTING MEMBERS w/ WELDS OR SCREWS @ 6" O.C. 3.NO SUBSTITUTION OF THE SPECIFIED PRODUCT WILL BE ALLOWED UNLESS CONTRACTOR CAN PROVE, WITHIN REASON, THAT THE PRODUCT IS NOT AVAILABLE OR IS INADEQUATE FOR THE LOCATION OR PURPOSE BEING SPECIFIED. CONTRACTOR TO SUBMIT, IN A TIMELY MANNER, ALL NECESSARY DATA, DIMENSIONS, DRAWINGS, SPECIFICATIONS, ETC. FOR REQUESTED SUBSTITUTION TO ARCHITECT AND ENGINEER FOR REVIEW AND APPROVAL PRIOR TO PROCEEDING. 4.EXISTING ROOF JOIST CHORDS SHALL BE REINFORCED PER 11/S3.2. (2) 1/4"⌀x 2" LONG LAG SCREWS EA LEG, GALV (TYP EA CORNER) THYBAR TEMS-1 EQUIPMENT MOUNTING SUPPORTS w/ 18 GA GALV STEEL COUNTERFLASHING, SHELL AND BASE PLATE PER MANUFACTURER EXISTING 28" STEEL BAR JOIST @ 7'-0" O.C. MAX (F.V.) ATTACH THYBAR TEMS-1 MOUNTING SUPPORT SHELL TO BASE PLATE w/ #10 TEK SELF- DRILLING SCREWS @ 6" O.C. (TYP @ PERIMETER) ROOFTOP EQUIPMENT PER MEP DWGS (MAX WEIGHT = 215 LBS) EXIST VERCO HSB-36 VERTLOCK DECK (18 GA) w/ SHEARTANZ II (F.V.) VIBRATION ISOLATOR AS REQ'D PER MEP (TYP) EXIST 2" VERMICULITE CONCRETE w/ KEY MESH OVER POLYSTERENE BOARD (F.V.) 1 " M I N "X" "X" LO A D @ B O T T O M LO A D @ T O P NOTE: PROVIDE (2) L2x2x3/16 (MIN) CHORD BRACE AT TOP OR BOTTOM CHORD CONCENTRATED LOAD LOCATIONS SUCH AS RTU FRAME CONNECTIONS, ROOF TOP AND SUSPENDED EQUIPMENT SUPPORTS, AND OTHER SUPERIMPOSED OR SUSPENDED LOADS WHERE THE DIMENSION "X" IS GREATER THAN THE LESSER OF 4 INCHES OR THE JOIST CHORD WIDTH AS SHOWN. NEW BRACES BOTTOM CHORD PANEL POINT NEW BRACES TOP CHORD PANEL POINT 3/16 TYP TOP CHORD WIDTH BOT CHORD WIDTH COPE HORIZ LEG ANGLE CROSS PIECE 3/16 3/16 3/16 ANGLE CROSS PIECE 3/16 OPTION #1 OPTION #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 . 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 FEB 24 2023 C: \ U s e r s \ s s u m p t e r \ D o c u m e n t s \ P 2 3 0 2 9 S a n t a A n i t a 1 6 A u d # 8 I M A X v 2 0 2 3 _ _ s s u m p t e r . r v t 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 3/4" = 1'-0"S3.2 5 SECTION @ SIDE WALL 1 1 1 1 1 4 N.T.S.S3.2 10 RTU SUPPORT CONNECTION DETAIL N.T.S.S3.2 9 RTU SUPPORT CONNECTION DETAIL - ISOMETRIC N.T.S.S3.2 11 EXIST JOIST REINFORCEMENT DETAIL N.T.S.S3.2 12 CROSS PIECE ATTACHMENT DETAIL444 4 1 CITY COMMENT 22 September 2022 4 IMAX XT Updates 24 February 2023 FEB 27 2023 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 FEB 24 2023 C: \ U s e r s \ s s u m p t e r \ D o c u m e n t s \ P 2 3 0 2 9 S a n t a A n i t a 1 6 A u d # 8 I M A X v 2 0 2 3 _ _ s s u m p t e r . r v t S4.1 SCREEN STRUCTURE FRONT ISOMETRIC SMWS BJS 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 R2 R1 R4 R3 R4 R3 R2 R1 D C E Q B . SEE SCREEN STRUCTURE BACK ISOMETRIC SHEET FOR LATERAL REACTIONS AT STRUT SUPPORTS O N 6 S4.4 R4 R3 R4 R3 H A I REFERENCE NOTES: 1.SEE SHEET S0.1 FOR STRUCTURAL GENERAL NOTES. 2.SEE SHEET S4.3 FOR SCREEN STRUCTURE SUPPORT DETAILS. J K S4.1 1 SCREEN STRUCTURE ISOMETRIC FRONT VIEW MEMBER LIST: ALL ASSEMBLIES AND MEMBERS ARE SUPPLIED BY IMAX. ALL MEMBERS ARE ROUND TUBES, 48.3 MM O.D. X 2.5 MM WALL THICKNESS, ASTM A500 GR. C. UNLESS NOTED OTHERWISE. A FRAME ASSEMBLY WRAP AROUND SCREEN FABRIC SUPPORT B PERIMIETER FRAME ASSEMBLY SUPPORT BRACKET C TOWER ASSEMBLY VERTICAL SUPPORTS D TOWER ASSEMBLY HORIZONTAL LINK E TOWER ASSEMBLY RAILING POST F TOWER ASSEMBLY DECK SUPPORT BRACKET G TOWER BASE ASSEMBLY WITH BASE PLATE H LEDGER ASSEMBLY HORIZONTAL MAIN MEMBER I CROSS BRACE ASSEMBLY J TIE-BACK LATERAL STRUT TO BUILDING STRUCTURE (RE: BACK ISOMETRIC) K LOAD BEARER SPEAKER SUPPORT L SPEAKER TRUSS ASSEMBLY M LADDER ASSEMBLY, 38.1 MM O.D. X 1.7 MM WALL THICKNESS ROUND TUBE SIDE RAILS, 25.4 MM X 1.7 MM WALL THICKNESS ROUND TUBE RUNGS. N PLATFORM ASSEMBLY MAINTENANCE CATWALK, 5/8” FR PLYWOOD, ALUMINUM EXTRUSION SUPPORT HOOKS, CARBON STEEL CLAMPS AND BRACKETS, 75 PSF DUTY RATING O PLATFORM KICK BOARD, 5/8” FRT PLYWOOD P SAFETY CABLE, 1/4” 7X19 AIRCRAFT CABLE Q ROSETTE CONNECTION COLUMN REACTION TABLE (KIPS) LOCATION DEAD LOAD ONLY SEISMIC UPLIFT SEISMIC LATERAL R1 1.25 0.53 +/-0.51 R2 R3 R4 GENERAL STRUCTURAL NOTES FOR SCREEN STRUCTURE: 1. THE INTENT OF THESE STRUCTURAL DRAWINGS IS TO SHOW THE PRIMARY STRUCTURAL COMPONENTS AND MEMBERS OF THE SCREEN SUPPORT STRUCTURE. NON-STRUCTURAL COMPONENTS SUCH AS SPEAKERS, SCREEN MATERIALS, ETC. ARE BY OTHERS AND ARE NOT SHOWN. 2. INSTALLER SHALL REFER IMAX DRAWINGS AND INSTALLATION INSTRUCTIONS FOR ADDITIONAL INFORMATION, PARTS LIST, AND ERECTION DETAILS. 3. BUILDING CODE: 2019 CALIFORNIA BUILDING CODE w/ LOCAL AMENDMENTS 4. DESIGN LOADS: A. DEAD LOADS OF SCREEN SYSTEM: 1.SCREEN FRAME STRUCTURE WEIGHT: 7,646 LBS 2.SCREEN FABRIC WEIGHT:146 LBS 3.WRAP-AROUND FRAME WEIGHT:1,511 LBS 4.SCREEN SHAKERS 576 LBS 5.SPEAKERS (4) WEIGHT:1,124 LBS 6.TOTAL WEIGHT (INCLUDING SPEAKERS): 11,003 LBS B. LIVE LOADS: CATWALKS FOR MAINTENANCE ACCESS: 40 PSF C. SEISMIC CRITERIA: 1.OCCUPANCY CATEGORY:III 2.SITE SOIL CLASS:D 3. SHORT PERIOD RESPONSE, Ss:2.020g 4. 1-SECOND PERIOD RESPONSE, S1: 0.722g 5. DESIGN RESPONSE, SDS:1.616 6. DESIGN RESPONSE, SD1:0.818 7. SEISMIC DESIGN CATEGORY:D 8. R-FACTOR (SIGNS & BILLBOARDS): 3.0 9. I-FACTOR (PERP TO SCREEN):1.00 10. I-FACTOR (PARALLEL TO SCREEN): 1.25 5. SPECIAL INSPECTIONS OF THE FOLLOWING ITEMS SHALL BE PERFORMED ON A PERIODIC BASIS IN ACCORDANCE WITH CHAPTER 17 OF THE PRESENTLY ADOPTED CALIFORNIA BUILDING CODE: A. POST INSTALLED ANCHORS IN CONCRETE B. STEEL MATERIAL VERIFICATION C. STEEL BOLTING IN FIELD D. STEEL FRAMING IN SITU COORDINATE SPECIFIC SPECIAL INSPECTION LOCATION REQUIREMENTS WITH SCHEDULE OF SPECIAL INSPECTIONS TABLE, 4/S0.1. NOTES: 1.DEAD PLUS LIVE LOAD REACTIONS INCLUDE 40 PSF LIVE LOAD ON ALL CATWALK LEVELS CONCURRENTLY. 2.UPLIFT AND LATERAL REACTIONS ARE ASD SEISMIC LOADS WITH A LOAD FACTOR = 0.7E DEAD PLUS LIVE LOAD 0.85 +/-0.44 1.06 +/-0.39 1.03 +/-0.39 0.70 1.00 0.96 2.95 2.32 1.84 1.83 4 F A L M G P 4 IMAX XT Updates 24 February 2023 FEB 27 2023 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 FEB 24 2023 C: \ U s e r s \ s s u m p t e r \ D o c u m e n t s \ P 2 3 0 2 9 S a n t a A n i t a 1 6 A u d # 8 I M A X v 2 0 2 3 _ _ s s u m p t e r . r v t S4.2 SCREEN STRUCTURE BACK ISOMETRIC SMWS BJS 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 LATERAL STRUT REACTION TABLE (KIPS) LOCATION LATERAL (SEISMIC) H1 ± 0.227 H2 ± 0.317 NOTE: LATERAL (SEISMIC) REACTIONS INCLUDE OVERSTRENGTH FACTOR, OMEGA = 1.75 FOR SIGNS & BILLBOARDS. H3 ± 0.490 5 S4.4 H 1 H 1 H 1 H 1 3 S4.4 4 S4.4 2 S4.4 1 S4.4 H 1 H 1 REFERENCE NOTES: 1.SEE SHEET S0.1 FOR STRUCTURAL GENERAL NOTES. 2.SEE SHEET S4.3 FOR SCREEN STRUCTURE SUPPORT DETAILS. H4 ± 0.459 w/ OS Ω = 1.75 ± 0.398 ± 0.555 ± 0.858 ± 0.804 S4.2 1 SCREEN STRUCTURE ISOMETRIC BACK VIEW H 2 H 2 H 2 H 2 H 2 H 2 H 3 H 3 H 3 H 3 H 3 H 3 H 4 H 4 H 4 H 4 H 4 SEE SCREEN STRUCTURE SUPPORT DETAILS FOR LATERAL STRUT SUPPORT ATTACHMENT TO BUILDING STRUCTURE H 4 6 S4.4 4 4 IMAX XT Updates 24 February 2023 FEB 27 2023 SPEAKER PLATFORM +/- 51' - 10" FOR REFERENCE ONLY (VERIFY w/ MDI DRAWINGS) +/ - 2 8 ' - 8 1 / 8 " F O R R E F E R E N C E O N L Y ( V E R I F Y w / M D I D R A W I N G S ) SCREEN FLOOR CATWALK EXISTING 5" NWT CONCRETE OVER 3" -18GA COMPOSITE SLAB-ON- DECK, TOTAL DEPTH = 8" (F.V.) "WRAP-AROUND" SCREEN FRAME BY IMAX TYP SCREEN FLOOR TIE-BACK LATERAL STRUT@ EACH COLUMN UPRIGHT PER SCREEN STRUCTURE BACK ISOMETRIC (TYP) EXIST 6" METAL STUDS (18 GA MIN) @ 16" O.C. MAX (F.V.) SEE BASE PLATE ANCHORAGE DETAIL THIS SHEET (TYP) (V E R I F Y w / I M A X D R A W I N G S ) FO R R E F E R E N C E O N L Y (V E R I F Y w / I M A X D R A W I N G S ) FO R R E F E R E N C E O N L Y (V E R I F Y w / I M A X D R A W I N G S ) FO R R E F E R E N C E O N L Y (V E R I F Y w / I M A X D R A W I N G S ) FO R R E F E R E N C E O N L Y S4.3 4 6" 6"4" BASE PLATE AND TUBE BY IMAX (4) 3/8"⌀SIMPSON STRONG BOLT 2 EXPANSION ANCHORS w/ 2 1/2" EMBED (ESR-3037). SPECIAL INSPECTION REQUIRED PER CODE 4" SCREEN FRAME VERTICAL SUPPORT BY IMAX 1" 1" 1"1" 1/4 EXISTING 5" NWT CONCRETE OVER 3" -18 GA COMPOSITE SLAB- ON-DECK, TOTAL DEPTH = 8" (F.V.) EXIST 6" METAL STUDS (18 GA MIN) @ 16" O.C. MAX (F.V.) TIE-BACK LATERAL STRUT BY IMAX L3x3x3/16 x 6'-0" LONG ALONG BACK WALL BY CONTRACTOR, USE ANGLE IN LIEU OF UNISTRUT (2) #12 SELF-DRILLING SCREWS PER STUD BY CONTRACTOR, ENGAGE (4) STUDS MINIMUM M12 STAINLESS BOLT ASTM A304 (DIN 933) w/ FLAT WASHER AND HEX NUT (DIN 934) BY IMAX NOTE: INSTALL TIE-BACK LATERAL STRUT AND L3x3x3/16 x 6'-0" LONG ANGLE AT THE SAME TIME AS SCREEN FRAME ERECTION TO ENSURE THE L3x3x3/16 x 6'-0" LONG ANGLE AND TIE- BACK STRUT ARE INSTALLED AT THE CORRECT ELEVATION AND LOCATION. 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 FEB 24 2023 C: \ U s e r s \ s s u m p t e r \ D o c u m e n t s \ P 2 3 0 2 9 S a n t a A n i t a 1 6 A u d # 8 I M A X v 2 0 2 3 _ _ s s u m p t e r . r v t S4.3 SCREEN STRUCTURE SUPPORT DETAILS SMWS BJS 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.S4.3 1 SCREEN FRAME ELEVATION N.T.S.S4.3 2 SCREEN FRAME SECTION 4 N.T.S.S4.3 3 BASE PLATE ANCHORAGE N.T.S.S4.3 4 TIE-BACK STRUT CONNECTION S4.3 5 NOT USED S4.3 6 NOT USED 4 IMAX XT Updates 24 February 2023 FEB 27 2023 TOWER ASSEMBLY VERTICAL SUPPORT SWIVEL CLAMP CONNECTION (TYP) FRAME ASSEMBLY WRAP AROUND 1/4 LEDGER ASSEMBLY (TYP) SWIVEL CLAMP CONNECTION TOWER ASSEMBLY HORIZONTAL LINK TOWER ASSEMBLY VERTICAL SUPPORT ROSETTE CONNECTION CROSS BRACE ASSEMBLY TOWER BASE ASSEMBLY M12 STAINLESS BOLT ASTM A304 (DIN 933) w/ HEX NUT (DIN 934) LEDGER ASS'Y MOUTH PIECE CUP TO TUBE END (TYP) HORIZ LINK WELD TUBE TO TUBE ONLY TOP AND BOTTOM (TYP)1/4 1/4 1/4 1/4 1/4 ROSETTE TO VERT TUBE (TYP) TOWER ASSEMBLY VERTICAL SUPPORT SWIVEL CLAMP CONNECTION FRAME ASSEMBLY SUPPORT BRACKET SWIVEL CLAMP CONNECTION ROSETTE CONNECTION TOWER ASSEMBLY HORIZONTAL LINK FRAME ASSEMBLY WRAP AROUND TIE-BACK LATERAL SUPPORT SEE SCREEN STRUCTURE SUPPORT DETAILS ON SHEET S4.3 FOR ATTACHMENT TO EXIST STRUCTURE ROSETTE CONNECTION (TYP) LEDGER ASSEMBLY (TYP) TOWER ASSEMBLY HORIZONTAL LINE (TYP) TOWER ASSEMBLY VERTICAL SUPPORT (TYP) SWIVEL CLAMP SWIVEL CLAMP TOWER ASSEMBLY VERTICAL SUPPORT M12 STAINLESS BOLT ASTM A304 (DIN 933) w/ HEX NUT (DIN 934) & LOCK WASHER ROSETTE CONNECTION (TYP) LEDGER ASSEMBLY (TYP) LEDGER ASS'Y MOUTH PIECE CUP TO TUBE END (TYP) SEE SCREEN STRUCTURE SUPPORT DETAILS ON SHEET S4.3 FOR ATTACHMENT TO EXIST STRUCTURE DOWN UP LEDGER ASSEMBLY (TYP) TOWER ASSEMBLY VERTICAL SUPPORT ROSETTE CONNECTION (TYP) L A T E R A L LATERAL L A T E R A L LATERAL DOWN UP 5mm TYP TOWER BASE ASSEMBLY HORIZONTAL LINK PL1/4"x6" X 0'-6" (TYP) M12 STAINLESS BOLT ASTM A304 (DIN 933) w/ HEX NUT (DIN 934) & LOCK WASHER 5mm 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 FEB 24 2023 C: \ U s e r s \ s s u m p t e r \ D o c u m e n t s \ P 2 3 0 2 9 S a n t a A n i t a 1 6 A u d # 8 I M A X v 2 0 2 3 _ _ s s u m p t e r . r v t S4.4 SCREEN STRUCTURE ISOMETRIC DETAILS SMWS BJS 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.S4.4 1 FRAME ASSEMBLY CONNECTION DETAIL N.T.S.S4.4 2 CROSS BRACE ASSEMBLY CONNECTION DETAIL N.T.S.S4.4 3 SUPPORT BRACKET CONNECTION DETAIL N.T.S.S4.4 4 TIE-BACK LATERAL STRUT CONNECTION DETAIL N.T.S.S4.4 5 TOWER ASSEMBLY COLUMN SPLICE DETAIL N.T.S.S4.4 6 TOWER BASE ASSEMBLY CONNECTION DETAIL 4 4 IMAX XT Updates 24 February 2023 FEB 27 2023 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 3/31/2025 City Comment 22 September 20221 City Comment 2 December 20222 IMAX XT Updates 24 February 20234 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 3/31/2025 City Comment 22 September 20221 City Comment 2 December 20222 IMAX XT Updates 24 February 20234 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 3/31/2025 City Comment 22 September 20221 City Comment 2 December 20222 IMAX XT Updates 24 February 20234 CJS IMAX BOOTH MECHANICAL PLANS M1 Scale: Booth New Work Mechanical Plan21/4" = 1'-0"Scale: Booth Demo Work Mechanical Plan31/4" = 1'-0" N N Auditorium #8 IMAX Projection Equipment Room --- Auditorium #8 IMAX Projection Equipment Room --- Scale: Auditorium Demo and New Work Mechanical Plan11/4" = 1'-0"N Projection Equipment Room Auditorium #8 IMAX Scale:4 Condensing Unit and Heat Pump Roof Rail Mounting Detail Not to Scale 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 3/31/2025 City Comment 22 September 20221 City Comment 2 December 20222 IMAX XT Updates 24 February 20234 CJS ROOF MECHANICAL PLAN M2 Scale: Roof Mechanical Plan21/8" = 1'-0" N Scale: Roof Keyplan Not to Scale N 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 IMAX XT Updates 24 February 20234 CJS N N IMAX BOOTH ELECTRICAL PLANS E1 Auditorium #8 IMAX Projection Equipment Room --- Auditorium #8 IMAX Projection Equipment Room --- 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 XT Updates 24 February 20234 IMAX AUDITORIUM ELECTRICAL CEILING PLANS E3 Auditorium #8 IMAX Projection Equipment Room --- 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 XT Updates 24 February 20234 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 -SHOW CONTROL OWNER TO SUIT20A OWNERTO SUIT Scale: Low Voltage IMAX Equipment Electrical Riser1Not To Scale 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 TUNING MICROPHONE CABLE (AUDIO RACK TO MIC.)1/2"IMAX9451 P LEFT TUNING 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 NOTES: 1)ALL CONDUIT SIZES TO BE DETERMINED BY LOCAL CODES AND REGULATIONS. 2)ALL SIGNAL AND POWER CABLES TO BE SEPARATED BY A DISTANCE OF 12". 3)ALL GROUNDS SHALL BE MADE IN ACCORDANCE WITH APPLICABLE LOCAL CODES. 4)DO NOT SPLICE SPEAKER CABLE RUNS. (1000' OF CUSTOM SPEAKER CABLE SUPPLIED BY IMAX IN 1 X 1000' ROLLS) 5)PROVIDE INSULATED BUSHING OR COLLAR AT SPEAKER CONDUIT ENDS. 6)UNLESS OTHERWISE NOTED OR APPROVED BY IMAX, NO CONTROL CABLE MAY EXCEED 100' (30m) IN LENGTH. 7)ALL CONDUITS IN CONTACT WITH AUDIO RACK MUST BE ELECTRICALLY ISOLATED FROM THE RACK BY INSULATED FITTING. IMAX PROJECTOR 3120 IMAX SOUND RACK TO PROJECTOR SYSTEM CONTROL FURNISHED BY IMAX IMAX1 12" FLEX FLEX CONDUIT FOR CONTROL (INSTALLED BY IMAX) 20 UNIT 20 -27 REAR TUNING MICROPHONE 9451P IMAX1/2"PLENUM RATED, 22 AWG 1 PAIR, SHIELDED 27 -28 CAT 6 IMAX1/2"TO PLENUMIE CAMERA TO PROJECTOR 28 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 XT Updates 24 February 20234 IMAX LINE VOLTAGE DETAILS E7 WIRE GAUGEDESCRIPTION IMAX COMMERCIAL LASER SYSTEM POWER SUPPLY CABLING CHART RUN REF. RATINGNOMINAL VOLTAGE RANGE WIRING TYPE AWG CONDUIT MINIMUM SIZE in POWER PANEL 'A' TO ELECTRICAL RACK 208 V WIRE/ CABLE SUPPLIED BY 4 ELECTRICAL RACK TO CONTROL CONSOLE IMAX 208 V 14/3 S00W CABTYRE ( L1, L3, TG )NR 4 CONDUCTOR ( L1, L2, L3,TG) CONDUIT SUGGESTED in NR POWER PANEL A TO IMAX J-BOX1 25 A208 V 4CONDUCTOR ( L1, L2, L3, TG)10CONTRACTOR 1 "1 " IMAX J-BOX TO PROJECTOR 208 V 6 NR NR1a25 A 62 11 4 "11 4 " 14 6/5 S00W CABTYPE (L1, L2, L3, TG) SEE NOTE 3 50 A TYPE D 15 IMAX CONTRACTOR 208V POWER PANEL 'A' TO TRANSDUCER RACK5 25 A208 V 1"103 CONDUCTOR ( L1, L2, BG)1"CONTRACTOR ELECTRICAL RACK TO IMAX J-BOX THROUGH PROJECTOR 208 V 14/3 S00W CABTYRE ( L12, L13, TG)143 NR NR15 AIMAX BG TG 5 4 3 3 1a 1 2 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 IMAX XT Updates 24 February 20234 Scale: Electrical Riser Diagram1Not To Scale CJS ELECTRICAL DETAILS, SCHEDULES & RISER DIAGRAM E9